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CC Staff ReportCity Council Item April 10, 2023 Item Ordinance XXX: Xcel Service Center - Rezoning from A-2 to PUD, Site Plan Review, and Wetland Alteration Permit, 1891 Arboretum Boulevard File No.Item No: G.3 Agenda Section GENERAL BUSINESS Prepared By Bob Generous, Senior Planner Reviewed By Laurie Hokkanen SUGGESTED ACTION The Chanhassen City Council adopts an ordinance rezoning the property to Planned Unit Development – Office Industrial Park, PUD, site plan approval for five buildings, a communication tower and screened outdoor storage, and a wetland alteration permit, subject to the conditions of approval in the Planning Commission staff report, and adopts the Planning Commission's Findings of Fact and Recommendation." Motion Type Simple Majority Vote of members present Strategic Priority Development & Redevelopment SUMMARY Xcel Energy is requesting approval to construct a new service center in Chanhassen, consolidating their Shorewood and Waconia facilities. The request includes a rezoning of the property from Agricultural Estate District, A-2, to Planned Unit Development – Industrial Office Park, PUD; site plan approval including a two-story office and vehicle storage building, a 65-foot, two-story, boom truck maintenance building, a 175-foot communication tower, three one-story storage buildings and screened outdoor storage areas; and a wetland alteration permit to fill wetlands on site. BACKGROUND 330 The Planning Commission held a public hearing on March 21, 2023 to review the proposed project. Possible light intrusion from illuminated signage on the site to the properties to the south were brought up by an adjacent property owner during the public hearing. The Applicant indicated a willingness to utilize only non-illuminated signage on the south side to alleviate the neighbors concern. The Chanhassen Planning Commission recommended approval of Planning Case #2023-01 Xcel Service Center, including rezoning the Planned Unit Development Office Industrial Park PUD, site plan approval for five buildings, a communication tower, and screened outdoor storage, with the agreement that any south-facing signage will not be lit, and a wetland alteration permit subject to the conditions of approval, and adopts the Findings of Fact and Recommendation. All voted in favor and the motion carried unanimously with a vote of 6 to 0. Staff has revised the PUD ordinance to prohibit the illumination of signage on the south building elevations. DISCUSSION Xcel Energy Service Center - Chanhassen will serve as the new service center for electric distribution operations in the southwest metropolitan area. The proposed plan is well designed and to the extent possible utilizes site topography and development layout to create a harmonious development. 1. The use of the Planned Unit Development – Industrial Office Park zoning is specifically tailored to the service center development; 2. The Site plan approval for five buildings incorporates City design standards: a. 80,000 square-foot main building including 18,226 square feet office, 21,920 square feet crew area, 39,884 square feet vehicle storage; b. 17,580 square feet of vehicle maintenance and boom maintenance tall bay with a building height of 65 feet; c. three storage buildings of 5,738 square feet (north), 9,447 square feet (east), and 9,840 square feet (south); d. outdoor storage areas within the central courtyard area of the facility. The outdoor storage is screened via topography and landscaping; e. a 175-foot communication tower for fleet communications. The applicant analyzed co-location at an existing tower, which proved infeasible. 3. Wetland alteration permit to fill a portion of the wetland that transects the property from the northeast to the central western portion of the site followed the required wetland sequencing regulations and was approved by the technical evaluation panel. BUDGET Costs associated with the development are the responsibility of the Applicant. No proposed subsidies. RECOMMENDATION 331 Staff and the Planning Commission recommend approval of Planning Case #2023-01, including rezoning, site plan approval and a wetland alteration permit, plans prepared by Loucks, dated 01/12/2023, and Hagen, Christensen & McIlwain Architects, dated 02/17/2023, subject to the conditions in the staff report, and adoption of the Findings of Fact and Recommendation. ATTACHMENTS Xcel Energy Service Center PUD Ordinance Xcel Energy Wetland Alteration Permit Planning Commission Staff Report dated March 21, 2023 332 1 AN ORDINANCE AMENDING CHAPTER 20 OF THE CHANHASSEN CITY CODE, THE CITY'S ZONING ORDINANCE, BY REZONING CERTAIN PROPERTY TO PLANNED UNIT DEVELOPMENT THE CITY COUNCIL OF THE CITY OF CHANHASSEN ORDAINS: Section 1. Chapter 20 of the Chanhassen City Code, the City's zoning ordinance, is hereby amended by rezoning all property in attached Exhibit A. Section 2. The rezoning of this property incorporates the following development design standards: XCEL SERVICE CENTER a. Intent The purpose of this zone is to create a PUD for the Xcel Service Center. The use of the PUD zone is to allow for more flexible design standards while creating a higher quality and more sensitive proposal. The PUD requires that the development demonstrate a higher quality of architectural standards and site design. Except as modified by the Xcel Service Center PUD ordinance, the development shall comply with the requirements of the Industrial Office Park District. b. Permitted Uses The permitted uses in this zone shall be five buildings and their ancillary uses as shown in the Chanhassen Service Center site plan prepared by Loucks dated January 2023. 80,000 square foot main building including 18,226 square feet office, 21,920 square feet crew area and 39,884 square feet vehicle storage. 17,580 square feet of vehicle maintenance and boom maintenance tall bay. three storage buildings of 5,738, 9,447 and 9,840 square feet. outdoor storage areas within the courtyard area of the storage buildings. a 175 foot communication tower for fleet communications Ancillary uses shall include employee patios, driveways and parking facilities, canopies over gas pumps, electric vehicle charging stations, solar panels, solar paneled car ports, sidewalks, site landscaping, storm water best management practices, and telecommunication equipment buildings. Such uses may include directional signage. c. Lot Requirements and Setbacks The PUD ordinance requires setbacks from roadways and exterior property lines. The following table displays those setbacks. 333 2 Building and Parking Setback Standards Highway 5 75 feet, maximum 150 feet Side Lot Line 30 feet Coulter Boulevard 30 feet Hard Surface Coverage 70% Wetland: Buffer and buffer setback 40 feet and 20 feet Creek 50 feet d. Building Materials and Design Building materials shall be as specified in the architectural plans prepared by Hagen Christensen & McIlwain Architects plans dated 02/17/2023, City Re-submission. e. Signage 1. Signage shall comply with City standards for Industrial Office Park District. 2. Signage shall not be illuminated on the south elevation of the building. f. Landscaping Landscaping shall comply with the landscaping plan prepared by Loucks, dated 01/12/2023. g. Towers and Antennas Shall comply with the requirements of Chapter 20, Article XXX of the Chanhassen City Code. Section 3. The zoning map of the City of Chanhassen shall not be republished to show the aforesaid zoning, but the Clerk shall appropriately mark the zoning map on file in the Clerk's Office for the purpose of indicating the rezoning hereinabove provided for in this ordinance, and all the notations, references, and other information shown thereon are hereby incorporated by reference and made a part of this ordinance. Section 4. This ordinance shall be effective immediately upon its passage and publication. PASSED AND ADOPTED this ___ day of _____, 20__, by the City Council of the City of Chanhassen, Minnesota Kim Meuwissen, City Clerk Elise Ryan, Mayor Published in the Chanhassen Villager on ______________________________) 334 3 EXHIBIT A Legal Description: That part of the Northwest Quarter of the Northeast Quarter of Section 15, Township 116, Range 23, Carver County, Minnesota, described as follows: Commencing at the Northwest corner of said Northwest Quarter of the Northeast Quarter; thence North 89 degrees 28 minutes 31 seconds East, assumed basis for bearings, 315.34 feet, along the North line of said Northwest Quarter of the Northeast Quarter, to the actual point of beginning; thence South 02 degrees 29 minutes 16 seconds East 398.42 feet, thence South 70 degrees 59 minutes 16 seconds East 125.00 feet; thence South 20 degrees 59 minutes 16 seconds East 510.00 feet; thence South 21 degrees 00 minutes 44 seconds West 323.46 feet thence Easterly 386.37 feet along a non-tangential curve, concave to the North, having a radius of 1637.00 feet, a central angle of 13 degrees 31 minutes, 23 seconds, and a chord bearing of North 89 degrees 32 minutes 56 seconds East; thence North 82 degrees 47 minutes 14 seconds East 364.21 feet; thence Easterly 100.88 feet along a tangential curve, concave to the South, having a radius of 1637.00 feet, and a central angle of 03 degrees 31 minutes 52 seconds, to the East line of said Northwest Quarter of the Northeast Quarter; thence North 02 degrees 08 minutes 32 seconds West 1168.57 feet, along said East line, to the north line of said Northwest Quarter of the Northeast Quarter; thence South 89 degrees 28 minutes 31 seconds West, along said North line to the point of beginning. EXCEPTING THEREFROM, that part contained within Parcel 215D on Minnesota Department of Transportation Right of Way Plat Numbered 10-09. Carver County, Minnesota Abstract Property 335 4 SITE PLAN 336 CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA WETLAND ALTERATION PERMIT #2023-01 1. Permit. Subject to the terms and conditions set forth herein, the City of Chanhassen hereby grants a wetland alteration permit for the following use: Xcel Energy Service Center - Chanhassen 2. Property. The permit is for property situated in the City of Chanhassen, Carver County, Minnesota, and legally described as follows: That part of the Northwest Quarter of the Northeast Quarter of Section 15, Township 116, Range 23, Carver County, Minnesota, described as follows: Commencing at the Northwest corner of said Northwest Quarter of the Northeast Quarter; thence North 89 degrees 28 minutes 31 seconds East, assumed basis for bearings, 315.34 feet, along the North line of said Northwest Quarter of the Northeast Quarter, to the actual point of beginning; thence South 02 degrees 29 minutes 16 seconds East 398.42 feet, thence South 70 degrees 59 minutes 16 seconds East 125.00 feet; thence South 20 degrees 59 minutes 16 seconds East 510.00 feet; thence South 21 degrees 00 minutes 44 seconds West 323.46 feet thence Easterly 386.37 feet along a non-tangential curve, concave to the North, having a radius of 1637.00 feet, a central angle of 13 degrees 31 minutes, 23 seconds, and a chord bearing of North 89 degrees 32 minutes 56 seconds East; thence North 82 degrees 47 minutes 14 seconds East 364.21 feet; thence Easterly 100.88 feet along a tangential curve, concave to the South, having a radius of 1637.00 feet, and a central angle of 03 degrees 31 minutes 52 seconds, to the East line of said Northwest Quarter of the Northeast Quarter; thence North 02 degrees 08 minutes 32 seconds West 1168.57 feet, along said East line, to the north line of said Northwest Quarter of the Northeast Quarter; thence South 89 degrees 28 minutes 31 seconds West, along said North line to the point of beginning. EXCEPTING THEREFROM, that part contained within Parcel 215D on Minnesota Department of Transportation Right of Way Plat Numbered 10-09. Carver County, Minnesota Abstract Property 337 3. Conditions. The Wetland Alteration Permit was approved subject to the following conditions: a.The applicant shall provide a copy of the signed Army Corps of Engineers Permit prior to the commencement of construction activities. b.The applicant shall comply with all requirements of the approved WCA sequencing application and provide proof of purchased credits prior to the commencement of construction activities. c.The applicant shall pay the fees associated with the wetland alternation permit 275) prior to the commencement of construction activities. d.The applicant shall work with staff to create an approved plan for reestablishing the wetland buffer that will be disturbed prior to recording of the site plan agreement. e.April 10, 2023 4. Termination of Permit. The City may revoke the permit following a public hearing for violation of the terms of this permit. 5. Lapse. If within one year of the issuance of this permit the authorized construction has not been substantially completed or the use commenced, this permit shall lapse, unless an extension is granted in accordance with the Chanhassen Zoning Ordinance. 6. Criminal Penalty. Violation of the terms of this conditional use permit is a criminal misdemeanor. Dated: April 10, 2023 338 CITY OF CHANHASSEN By: Elise Ryan, Mayor SEAL By: Laurie Hokkanen, City Manager STATE OF MINNESOTA ) ss COUNTY OF CARVER ) The foregoing instrument was acknowledged before me this _____ day of _____________, 20___, by Elise Ryan, Mayor and Laurie Hokkanen, City Manager, of the City of Chanhassen, a Minnesota municipal corporation, on behalf of the corporation and pursuant to authoritygranted by its City Council. Notary Public DRAFTED BY: City of Chanhassen 7700 Market Boulevard P.O. Box 147 Chanhassen, MN 55317 339 Planning Commission Item March 21, 2023 Item Xcel Service Center- Rezoning from A-2 to PUD, Site Plan Review and Wetland Alteration Permit, 1891 Arboretum Boulevard File No.Item No: B.3 Agenda Section PUBLIC HEARINGS Prepared By Bob Generous, Senior Planner Applicant Loucks, Inc. Xcel Energy 7200 Hemlock Lane, Suite 300 414 Nicollet Mall, Mezzanine Maple Grove, MN 55369 Minneapolis, MN 55401 Present Zoning Agricultural Estate District (A2) Land Use Office/Industrial Acerage 21.7 acres Density 0.31 F.A.R. Applicable Regulations Chapter 20, Article II, Division 6, Site Plan Review Chapter 20, Article VIII, Planned Unit Development Chapter 20, Article XXIII, Division 7, Design Standards for Commercial, Industrial and Office-Institutional Developments Chapter 20, Article XXX, Towers and Antennas 94340 SUGGESTED ACTION The Chanhassen Planning Commission recommends approval of Planning Case #2023-01, Xcel Service Center, including rezoning to Planned Unit Development – Office Industrial Park, PUD, site plan approval for five buildings, a communication tower and screened outdoor storage, and a wetland alteration permit, subject to the conditions of approval, And Adopts the Findings of Fact and Recommendation." SUMMARY Xcel Energy Service Center - Chanhassen is requesting: 1. Rezoning of the property to Planned Unit Development – Industrial Office Park; 2. Site plan approval for five buildings: a. 80,000 square foot main building including 18,226 square feet office, 21,920 square feet crew area, 39,884 square feet vehicle storage; b. 17,580 square feet of vehicle maintenance and boom maintenance tall bay; c. three storage buildings of one at 5,738 square feet (north), the second at 9,447 square feet (east), and the third at 9,840 square feet (south); d. outdoor storage areas within the courtyard area of the storage buildings (area 6 on plan); and e. a 175-foot communication tower for fleet communications (39 on site plan); and 3. Wetland alteration permit to fill a portion of the wetland that transects the property from the northeast to the central western portion of the site. BACKGROUND The property once had a farmstead in the northwest corner of the property. The balance of the property has been farmed with cultivated crops. 95341 DISCUSSION Xcel Energy Service Center - Chanhassen will serve as the new service center for electric distribution operations in the southwest metropolitan area replacing the aging Shorewood and Waconia facilities. The proposed facility will serve Xcel Energy field employees, associated engineers, and operational employees and will not be open to the general public or Xcel Energy customers. The proposed development has been extensively reviewed and modified to fit the site and should be a good addition to the community. RECOMMENDATION Staff recommends that the Planning Commission recommends approval of Planning Case #2023-01, including PUD rezoning, site plan review, and wetland alteration permit, plans prepared by Loucks, dated 01/12/2023, and Hagen, Christensen & McIlwain Architects, dated 02/17/2023, subject to the conditions in the Planning Commission staff report, and adopt the findings of fact and recommendation. ATTACHMENTS Staff Report Findings of Fact and Recommendation Xcel Xcel Energy Service Center PUD Ordinance Development Review Application Architectural Plans Civil Plans Correspondence Public Hearing Notice Minnesota Joint Application Xcel Service Center Notice of Application - Xcel Notice of Decision - Xcel 96342 Page 1 of 32 CITY OF CHANHASSEN PC DATE: March 21, 2023 CC DATE: April 10, 2023 REVIEW DEADLINE: April 18, 2023 CASE #: 2023-01 BY: RG, MJ, DN, JR, JS, ET SUMMARY OF REQUEST: Xcel Energy is requesting approval to construct a service center in Chanhassen, consolidating their Shorewood and Waconia facilities. The request includes a rezoning of the property from Agricultural Estate District, A-2, to Planned Unit Development – Industrial Office Park, PUD; site plan approval including a two-story office and vehicle storage building, a 65-foot, two-story, boom truck maintenance building, a 175-foot communication tower, three, one-story storage buildings and screened outdoor storage areas; and a wetland alteration permit to fill wetlands on site. LOCATION: 1891 Arboretum Boulevard (Note the property will be readdressed off Coulter Boulevard as part of the development process.) PROPOSED MOTION: The Chanhassen Planning Commission recommends approval of Planning Case #2023-01, Xcel Service Center, including rezoning to Planned Unit Development – Office Industrial Park, PUD, site plan approval for five buildings, a communication tower and screened outdoor storage, and a wetland alteration permit, subject to the conditions of approval, And Adopts the Findings of Fact and Recommendation.” 97343 Page 2 of 32 APPLICANT:Loucks, Inc.OWNER: Xcel Energy 7200 Hemlock Lane, Suite 300 414 Nicollet Mall, Mezzanine Maple Grove, MN 55369 Minneapolis, MN 55401 763) 496-6717 (612) 330-6673 PRESENT ZONING:Agricultural Estate District, A-2, and Highway Corridor District, HC-2 2040 LAND USE PLAN:Office Industrial ACREAGE:21.7 acres DENSITY:0.13 F.A.R. LEVEL OF CITY DISCRETION IN DECISION-MAKING: The city has a relatively high level of discretion in approving PUDs because the city is acting in its legislative or policy-making capacity. A PUD must be consistent with the city’s Comprehensive Plan. The city’s discretion in approving or denying a Site Plan is limited to whether or not the proposed project complies with Zoning Ordinance requirements. If it meets these standards, the city must then approve the site plan. This is a quasi-judicial decision. The city’s discretion in approving or denying a Wetland Alteration Permit is limited to whether the proposal meets the standards outlined in the Zoning Ordinance. If it meets these standards, the city must approve the wetland alteration permit. This is a quasi-judicial decision. Notice of this public hearing has been mailed to all property owners within 500 feet. PROPOSAL/SUMMARY Xcel Energy Service Center - Chanhassen will serve as the new service center for electric distribution operations in the southwest metropolitan area replacing the aging Shorewood and Waconia facilities. The proposed facility will serve Xcel Energy field employees, associated engineers, and operational employees and will not be open to the general public or Xcel Energy customers. 1. The requested approvals include rezoning of the property to Planned Unit Development – Industrial Office Park; 2.Site plan approval for five buildings: A. 80,000 square foot main building including 18,226 square feet office, 21,920 square feet crew area, 39,884 square feet vehicle storage; B. 17,580 square feet of vehicle maintenance and boom maintenance tall bay; C. three storage buildings of one at 5,738 square feet (north), the second at 9,447 square feet east), and the third at 9,840 square feet (south); 98344 Page 3 of 32 D. outdoor storage areas within the courtyard area of the storage buildings (area 6 on plan); and E. a 175-foot communication tower for fleet communications (39 on site plan); and 3.Wetland alteration permit to fill a portion of the wetland that transects the property from the northeast to the central western portion of the site. APPLICABLE REGULATIONS Chapter 20, Article II, Division 6, Site Plan Review Chapter 20, Article VIII, Planned Unit Development Chapter 20, Article XXIII, Division 7, Design Standards for Commercial, Industrial and Office-Institutional Developments Chapter 20, Article XXX, Towers and Antennas BACKGROUND The property once had a farmstead in the northwest corner of the property. The balance of the property has been farmed with cultivated crops. SITE CONSTRAINTS Bluff Creek corridor This parcel is not encumbered by the Bluff Creek Overlay District. However, the creek along the western property line is a tributary to Bluff Creek. The City of Chanhassen established the Bluff Creek Overlay District by ordinance in 1998 to protect the Bluff Creek Corridor, wetlands, bluffs and significant stands of mature trees through the use of careful site design and other low-impact practices. 99345 Page 4 of 32 Bluff Protection There are no bluffs on the property. Shoreland Management The property is located within a shoreland protection district, which extends 300 feet out from the creek. Floodplain Overlay This property is partially within a floodplain. Shoreland Management The property is located within a shoreland protection district. Wetland Protection There are wetlands located on the development site. The proposed development will impact this wetland. A Wetland Alteration Permit is being requested as part of the development approval. The wetland is classified as a type 2 wetland. The proposed development will impact a wetland and require wetland mitigation. REZONING ANALYSIS The existing zoning of the property, Agricultural Estate District, A-2, is not consistent with the land use designation of the property, office industrial. The comprehensive plan allows less intensive land uses to remain in place. However, any approval by the city for development of the property must be consistent with the comprehensive plan. Surrounding Zoning The property to the west is zoned PUD and is Chanhassen Business Center. The property to the east is zoned Industrial Office Park District, IOP. The property to the south across Coulter Boulevard is zoned Agricultural Estate District, A-2, and is vacant, but provides green space for McGlynn Bakery. Justification for Rezoning to PUD The applicant is requesting to rezone approximately 22 acres from Agricultural Estate District, A-2, to Planned Unit Development – Industrial Office Park, PUD. The project consists of five buildings on one parcel, a communication tower and screened outdoor storage. The review criteria are taken from the intent section of the PUD Ordinance. 100346 Page 5 of 32 Section 20-501. Intent Planned unit developments offer enhanced flexibility to develop a site through the relaxation of most normal zoning district standards. The use of the PUD in this instance is to allow for a service center for utility operations. The use of the PUD zoning also allows for a two-story office and vehicle storage building, a 65-foot, two-story, boom truck maintenance building, a 175-foot communication tower, three one-story storage buildings and screened outdoor storage areas. In exchange for this enhanced flexibility, the city has the expectation that the development plan will result in a significantly higher quality and more sensitive proposal than would have been the case with the other more standard zoning districts. The proposed development provides a compatible development with the surrounding development subject to the recommended modifications to the plan. The proposed amendment and rezoning assist in the furtherance of the following land use goals of the City of Chanhassen Comprehensive Plan: Development will be encouraged within the MUSA line. Development should be phased in accordance with the ability of the city to provide services. Staff is proposing the following development standards govern the development of the property: LAND USE - ZONING CONSISTENCY The following zoning districts are consistent with an office industrial land use: Industrial Office Park, IOP, and Planned Unit Development – Industrial Office Park, PUD. The city uses PUD zoning to create dedicated industrial parks, in this case, an Xcel Service Center The proposed rezoning to Planned Unit Development – Industrial Office Park, PUD, is consistent with the comprehensive plan land use designation. The proposed rezoning assists in the furtherance of the following land use goals of the City of Chanhassen Comprehensive Plan: Development will be encouraged within the MUSA line. Development should be phased in accordance with the ability of the city to provide services. Industrial and office developments will be supported as a means of strengthening and diversifying the city’s tax base. This development should be planned in such a way as to minimize environmental, neighborhood and traffic impacts. DEVELOPMENT DESIGN STANDARDS XCEL SERVICE CENTER a.Intent 101347 Page 6 of 32 The purpose of this zone is to create a PUD for the Xcel Service Center. The use of the PUD zone is to allow for more flexible design standards while creating a higher quality and more sensitive proposal. The PUD requires that the development demonstrate a higher quality of architectural standards and site design. Except as modified by the Xcel Service Center PUD ordinance, the development shall comply with the requirements of the Industrial Office Park District, IOP. b.Permitted Uses The permitted uses in this zone shall be five buildings and their ancillary uses. 80,000 square foot main building including 18,226 square feet office, 21,920 square feet crew area and 39,884 square feet vehicle storage. 17,580 square feet of vehicle maintenance and boom maintenance tall bay. Three storage buildings one at 5,738 square feet, the second at 9,447 square-feet and the third at 9,840 square feet. Screened outdoor storage areas within the courtyard area of the storage buildings. a 175-foot communication tower for fleet communications. Ancillary uses shall include employee patios, driveways and parking facilities, canopies over gas pumps, electric vehicle charging stations, solar panels, solar paneled car ports, sidewalks, site landscaping, storm water best management practices, and telecommunication equipment buildings. Such uses may include directional signage. c.Lot Requirements and Setbacks The PUD ordinance requires setbacks from roadways and exterior property lines. The following table displays those setbacks. Building and Parking Setback Standards Highway 5 75 feet, maximum 150 feet Side Lot Line 30 feet Coulter Boulevard 30 feet Hard Surface Coverage 70% Wetland: Buffer and buffer setback 40 feet and 20 feet Creek 50 feet d.Building Materials and Design Building materials shall be as specified in the architectural plans prepared by Hagen Christensen & McIlwain Architects plans dated 02/17/2023, city re-submission. 102348 Page 7 of 32 e.Signage Signage shall comply with city standards for Industrial Office Park District. f.Landscaping Landscaping shall comply with the landscaping plan prepared by Loucks, dated 01/12/2023. g.Towers and Antennas Shall comply with the requirements of Chapter 20, Article XXX of the Chanhassen City Code. SITE PLAN REVIEW Xcel Energy is proposing a service center on the property. Xcel Chanhassen Service Center site has an upper-level floor elevation of 974 with a lower-level floor elevation and service yard elevation of 952. Upon approaching the site from the east, the view of the facility is from an elevation of 954. The best view of the building architecture is of the entrance and office areas which are highly fenestrated and articulated. This view will be up the slope from Highway 5 and will be 20 feet higher than the highway. The mid-point of the access drive has an elevation of 963 which will block any view into the service yard area from the north. Directly north of the building, a berm with an elevation of 979 located with Highway 5 right of way screens the majority of the building from views from Highway 5 which is at an elevation of 968. At the extreme northwest corner of the site, the road elevation is 963, and the site will be grading down on the western side of the building. However, preserved vegetation as well as additional tree plantings shall screen this view. As stated previously, the service yard elevation is at 952. The easterly access from Coulter Boulevard is at an elevation of 964. The intervening storage buildings will screen the sight line into the storage area. The truck entrance is at an elevation of 954 and landscaping, the gate and storage buildings will screen views into the storage area. The view from the southwest corner of the site provides the best view into the storage yard and boom truck maintenance building since a stormwater pond is proposed in this area. Preserved trees along Coulter Boulevard and additional landscaping in depth will help to screen the views into the area. North Portion of Facility (2-story) North Elevation) 103349 Page 8 of 32 West Elevation)(East Elevation) Office area, upper level – 18,226 SF: This level includes office space for engineering and operations staff with supporting conference room space and restrooms. There is also a break room and training room located on this level. There is a mechanical space to support the majority of the facility on the western side of this level. This level is accessed directly off the upper lot and primarily serves as office space for the service center. The area includes conference rooms, break rooms, mail rooms, print/copy spaces, and restrooms. The other main use of this floor is the main mechanical and electrical rooms. To prolong the life of their mechanical equipment, it is Xcel Energy’s standard to place any and all mechanical and electrical equipment inside. This means that there will be very few pieces of equipment on the roof or outside adjacent to the building. Crew area, lower level – 21,920 SF: Accessed directly off the yard, this level includes crew spaces that support the daily functions of the service center. Two locker rooms with attached restrooms and showers and large meeting rooms are included on this level to accommodate start and end of the field crew’s days. There is also a Warehouse space directly adjacent on the west side that provides the crews with their job materials and a tool crib space to store and maintain any specialty equipment and tools the crews may need on a job-by-job basis. Southern Portion of Facility (1-story) East Elevation) East Elevation) Vehicle storage– 39,844 SF: This portion of the facility is a tempered 1-story space housing 32 parking bays for the Xcel Fleet vehicles. Down the center of the room is a 15-foot aisle to allow circulation of both the pedestrian (crew personnel) and forklift traffic (job materials being loaded onto trucks from the adjacent warehouse). This building shall be designed and constructed to accommodate the future installation of rooftop solar panels. 104350 Page 9 of 32 Fleet Maintenance Building (1-story with mezzanines) South Elevation) West Elevation) East Elevation) 105351 Page 10 of 32 High and low lay garage with office support – 17,580 SF: This is a separate building directly south from the Office/Crew/Vehicle Storage building, which will provide six service bays for the Xcel Fleet. Four low bays and two high bays with an overhead bridge crane allowing Xcel Energy to inspect and service their 55 feet bucket trucks. This building also will have a small employee space which will include a break room, toilets, and an office space. On the very south end of the building, adjacent to the high bay, is a high mechanical mezzanine and a vehicle wash bay. The mezzanine will hold both wash bay equipment as well as most of the mechanical equipment for the building. This building is approximately 63 feet tall. Exterior Yard & Cold Storage Cold Storage, Southern Building) Open yard space, cold storage building and covered storage structures: 3.60 acres: The service yard is located in the southeast portion of the site and will provide covered storage on the north (5,738 square feet), cold storage structures (fully enclosed) on the east (9,447 square feet) and south (9,840 square feet) perimeters, and open yard storage in the center courtyard area. The storage yard is enclosed with an eight-foot, black vinyl-coated security fence. Outdoor storage areas will include organized utility pole storage of various lengths approximately five feet in height), transformers (approximately five feet in height), cable reels approximately five feet in height), and other general-use items that will be stored at ground level. Any racking of materials will not exceed the height of cold storage buildings. Hazardous materials such as waste oil, transformer oil, spray paint cans, batteries, and light bulbs will are located in specified locations within the storage yard. 106352 Page 11 of 32 Semis and trailers will be temporarily parked onsite for loading and unloading purposes only. No permanent semi or trailer parking will occur onsite. A maximum of 10 company vehicles will be parked outside at any given time. ARCHITECTURAL COMPLIANCE Size portion Placement The main entrance to the building is located on the northeast corner of the building. This exterior building material, prefinished composite metal panels, will provide a canopy for the main employee entrance on the east side of the building. The panel material will have a smooth architectural finish with no ribbing, corrugation or oil canning. The majority of the metal panel will have a charcoal color finish, with a small portion of Xcel Energy ‘Red’ to be used for vertical column covers at the exterior patio. Material and detail The exterior building materials for this facility will meet the City Code for articulation, fenestration, and material design. North Portion of Facility – Office/Crew (2-story) This 2-story portion of the facility will have the following architectural material treatments please refer to the exterior elevations and 3D renderings for specific information): Insulated Precast Panel with Architectural White Finish – This exterior building material will have an integral white color with a sand-blasted finish to provide a subtle texture to the panel and expose a portion of the rock substrate. The integral color will provide a long-lasting finish that will not require any periodic applied finishes. Horizontal and vertical joints are added to each panel to break down the overall scale of the panel and provide a visual connection to adjacent materials. Insulated Precast Panel with Architectural Charcoal Finish - This exterior building material will have an integral charcoal color with an acid-etched finish to provide a 107353 Page 12 of 32 smooth texture to the panel, providing a contrast to the white precast panel with color and texture. The integral color will provide a long-lasting finish that will not require any periodic applied finishes. Horizontal and vertical joints are added to each panel to break down the overall scale of the panel and provide a visual connection to adjacent materials. Curtain Wall Glazing – This exterior building material will be provided in the areas of the facility where the building occupants will be located throughout the course of the day. The curtain wall framing will be a black anodized aluminum with one inch insulated clear glazing units. There will be a minimal amount of Xcel Energy ‘Red’ used on selective vertical mullions in the location of the Break Room/Training Room area to provide a color accent. Prefinished Composite Metal Panels - This exterior building material will be provided in the northeast portion of the building to provide an architectural finish to the ceiling area of the exterior patio and provide a canopy for the main employee entrance on the east side of the building. The panel material will have a smooth architectural finish with no ribbing, corrugation or oil canning. The majority of the metal panel will have a charcoal color finish, with a small portion of Xcel Energy ‘Red’ to be used for vertical column covers at the exterior patio. Translucent Glazing - This exterior building material will be provided in areas of the facility that people will occupy intermittently, in this case, the mechanical/electrical area Level 1) and the warehouse (Level 0). This system will provide natural light to these spaces while also providing a relatively high R-value to the exterior walls. This exterior wall treatment provides an aesthetic interest to the exterior elevations while providing a functional use to the interior spaces. Southern Portion of Facility – Vehicle Storage (1-story) This 1-story portion of the facility will have the following architectural material treatments please refer to the exterior elevations and 3D renderings for specific information): Insulated Precast Panel with Architectural White Finish – This exterior building material will have an integral white color with a sand-blasted finish to provide a subtle texture to the panel and expose a portion of the rock substrate. The integral color will provide a long-lasting finish that will not require any periodic applied finishes. Horizontal and vertical joints are added to each panel to break down the overall scale of the panel and provide a visual connection to adjacent materials. Insulated Precast Panel with Architectural Charcoal Finish - This exterior building material will have an integral charcoal color with an acid-etched finish to provide a smooth texture to the panel, providing a contrast to the white precast panel with color and texture. The integral color will provide a long-lasting finish that will not require any periodic applied finishes. Horizontal and vertical joints are added to each panel to break down the overall scale of the panel and provide a visual connection to adjacent materials. Translucent Glazing - This exterior building material will be provided on the south elevation. This system will provide natural light to this area while also providing a 108354 Page 13 of 32 relatively high R-value to the exterior walls. This exterior wall treatment provides an aesthetic interest to the exterior elevations while providing a functional use to the interior spaces. Exterior Overhead Doors - This exterior building material will be provided at each truck bay. Each door will have prefinished insulated white metal panels with three (3) rows of insulated vision glazing. Fleet Maintenance Building (1-story) This 1-story portion of the facility (with multiple heights) will have the following architectural material treatments (please refer to the exterior elevations and 3D renderings for specific information): Insulated Precast Panel with Architectural White Finish – This exterior building material will have an integral white color with a sand-blasted finish to provide a subtle texture to the panel and expose a portion of the rock substrate. The integral color will provide a long-lasting finish that will not require any periodic applied finishes. Horizontal and vertical joints are added to each panel to break down the overall scale of the panel and provide a visual connection to adjacent materials. Insulated Precast Panel with Architectural Charcoal Finish - This exterior building material will have an integral charcoal color with an acid-etched finish to provide a smooth texture to the panel, providing a contrast to the white precast panel with color and texture. The integral color will provide a long-lasting finish that will not require any periodic applied finishes. Horizontal and vertical joints are added to each panel to break down the overall scale of the panel and provide a visual connection to adjacent materials. Translucent Glazing - This exterior building material will be provided on the north. east and west elevations. This system will provide natural light to this area while also providing a relatively high R-value to the exterior walls. This exterior wall treatment provides an aesthetic interest to the exterior elevations while providing a functional use to the interior spaces. Exterior Overhead Doors - This exterior building material will be provided at each service bay, wash bays and service door to the storage space in the northwest corner. Each door will have prefinished insulated white metal panels with three (3) rows of insulated vision glazing. Cold Storage and Covered Storage Structures These structures will have the following architectural material treatments (please refer to the exterior elevations and 3D renderings for specific information): Prefinished Horizontal Ribbed Metal Panel – This exterior building material will have a charcoal gray color and will be the main material of the exterior elevations. This material will start and stop between the steel structure (painted light gray) and will provide relief and visual interest along these elevations. 109355 Page 14 of 32 Architectural Concrete Base – this will be a light concrete base for each structure and will have a hand-rubbed finish on the exterior for a smooth finish, providing a nice contrast to the horizonal ribbed panels above. The concrete base will be required for two reasons – it provides soil retainage at most locations, and it also provides a durable base for these heavy-equipment areas. Prefinished Metal Standing Seam Roofing - This exterior building material will have a charcoal gray color and will provide a nice contrast to the light gray painted steel structure below. Color 1. An integral white color with a sand-blasted finish to provide a subtle texture to the panel and expose a portion of the rock substrate with finish horizontal and vertical joints are added to each panel. 2. An Integral charcoal color with an acid-etched finish with horizontal and vertical joints are added to each panel. 3. Curtain wall framing will be a black anodized aluminum. 4. Charcoal color finish, with a small portion of Xcel Energy ‘Red’. 5. Translucent Glazing. Height and Roof Design North portion of facility – Office has an elevation of 23 feet 8 inches to the top of the highest parapet and 21 feet 3 inches to the top of the office parapet. The roof height is slightly staggered 1 2 3 4 5 110356 Page 15 of 32 including a drop in height of 10 feet 5 inches to the warehouse. The office canopy provides additional roof articulation. Facade transparency Over 50 percent of the first floor elevation that is viewed by the public include transparent windows and or doors. All other areas shall include landscaping material and architectural detailing and articulation. The applicant is incorporating extensive areas of translucent glazing to permit natural lighting within the building and provide additional architectural detailing. With the addition of landscaping in depth in the northwest corner and southwest corner of the site, the buildings shall have additional screening. Site Furnishing Community features include landscaping, lighting, benches, tables, chairs, employee patio, bike racks, electric vehicle charging stations, and a sidewalk from the facility to Coulter Boulevard. Loading areas, refuse area, etc. Screening of service yards, and truck parking/loading areas is provided by approximately a 22- foot elevation change from Highway 5 and the construction of cold storage buildings along the southern property line. The storage yard is at an elevation of 952-6”. Coulter Boulevard is at an elevation of 964 in the southeast corner, 955 at the truck entrance, and 937 at the southwest corner of the site. Preserved landscaping shall screen the service yard from the southwest. The southerly storage building will have a peak roof height of 33 feet 4 inches or an elevation of 985, which shall serve to screen the storage yard. Lot Frontage and Parking location Employee and visitor parking is distributed around building, but mostly to the northeast and east of the building. There are an upper level and lower-level employee parking areas. Truck parking is provided in the exterior yard as well as within the vehicle storage building. ACCESS The Xcel Energy Chanhassen Service Center development is proposed at 1891 Arboretum Boulevard, with two accesses (east and west) being proposed via Coulter Boulevard, a city collector road. The development is approximately a third of a mile from Audubon Road to the east, a city collector road, and a sixth of a mile from Galpin Boulevard to the west, a Carver County arterial. The east access will provide ingress/egress to the employee parking lots, while the west access will provide ingress/egress to the vehicle storage, fleet maintenance, and exterior yard. Access to the vehicle storage, fleet maintenance, and exterior yard will be secured using gates; one gate is located approximately 100 feet from Coulter Boulevard on the west access, and the second is located internally securing access near the lower-level parking lot. A traffic impact study (TIS) produced by Jordan Schwarze, PE, RSP1 with Alliant Engineering, Inc. was provided which evaluated existing traffic operations, potential traffic impacts to the adjacent roadway network based on the proposed use, and recommended improvements to address identified issues. The report concluded that traffic operations will continue to operate under 111357 Page 16 of 32 acceptable levels of service for the adjacent road network, with conservative estimates indicating that additional traffic generation would produce 51 and 21 trips during the a.m. and p.m. peak hours, respectively. Additional recommendations from the TIS such as review of internal turning movements, establishment of internal traffic controls to minimize driver confusion, and relocation of the west accesses gated entrance farther north to accommodate outbound 95th percentile queuing should be considered by the applicant as their proposed designs are finalized. No access shall be provided to Highway 5. A pedestrian sidewalk shall be provided along the easterly access from the parking area to Coulter Boulevard. EASEMENTS As the property has never been platted, there are no typical public drainage and utility easements as required in current City Ordinance. However, the property does have existing drainage easements in the favor of the State of Minnesota (Doc. Nos. 272623 & 260561) for drainage needs in the northwest corner of the site (approximately 35’x40’), as well as telecommunications easements in favor of Qwest for their facilitates in the central southern portion of the site approximately 20’x10’). No other easements were identified by the title commitment, dated September 1, 2021, on the subject property. There is an existing public trail and underpass abutment located on the property which will require adequate easements be granted for maintenance and access needs. Additionally, and as discussed later under “Utilities” and “Drainage” of this report, public drainage and utility easements will be required over all publicly owned and maintained utilities. This will include all public sanitary sewer and water mains brought into the site to service the development and also a drainage way which bisects the site from the northeast to the southwest. DRAINAGE AND EROSION CONTROL Drainage on the existing undeveloped lot goes directly to the creek on the west side of the property or to the tributary ditch running from the northeast to the west. The northeast corner of the lot drains directly to an existing wetland in the northeast corner. The tributary ditch serves as the existing outlet of the northeast wetland. The onsite wetland receives offsite drainage from Highway 5 and area north of Highway 5. This offsite drainage reaches the onsite wetland through an existing storm sewer outlet to the wetland. All drainage leaves the site through the south end 112358 Page 17 of 32 of the creek on the west side of the lot. There is 100-year Zone A (no base flood elevation established) FEMA floodplain present over the creek on the west side of the lot. The applicant is utilizing the 100-year floodplain elevations along the creek provided by RPBCWD as their regulated floodplain elevation, in line with FEMA guidance. In the proposed condition, drainage is still intended to ultimately leave the site through the south end of the existing creek. The conveyance channel is proposed to be filled and graded to facilitate construction of the site’s buildings and related infrastructure. Drainage from the northeast wetland is proposed to be piped through a 42” storm sewer run to the existing creek. An outlet control structure on the 42” pipe is used to mimic existing drainage patterns for the wetland outlet and to help control the bounce in the wetland. In the development, runoff from buildings and other impervious surfaces is routed overland and through storm sewer to either underground storage tanks intended to be used for water reuse, or to two stormwater ponds. Additional information and calculations are needed to confirm the sizing of both the private and public storm sewer systems onsite and how the systems will function in large storm events. The outlets from the stormwater ponds are directed to the existing creek. While there is minimal work within the floodplain of the existing creek, the applicant is proposing no fill within the floodplain. The proposed 42” storm sewer run acts to convey public stormwater across the site and would be part of the City’s Municipal Separate Storm Sewer System (MS4). As such the storm sewer would be the city’s responsibility to own and maintain. The proposed design shows a drainage and utility easement of 40 feet over the storm sewer, however, sections of the proposed storm sewer system are fairly deep - approximately 20 feet. This section of storm sewer will need to be replaced in the future and the design, easements, and access agreements must be thought through with the proposed design and codified to ensure the city can properly maintain its own infrastructure in the future. As such, the applicant must work with staff to optimize the design, easements, and access agreements for public infrastructure located on the site. The proposed development will impact one (1) acre of disturbance and will, therefore, be subject to the General Permit Authorization to Discharge Stormwater Associated with Construction Activity Under the National Pollution Discharge Elimination/State Disposal System (NPDES Construction Permit). The applicant has prepared and submitted a Surface Water Pollution Prevention Plan (SWPPP) to the city for review. The SWPPP is a required submittal element for final site plan review along with the Erosion and Sediment Control Plan (ESCP) in accordance with Section 19-145 of City Ordinance. No earth disturbing activities may occur until an approved SWPPP is developed. This SWPPP shall be a standalone document consistent with the NPDES Construction Permit and shall contain all required elements the permit. he SWPPP will need to be updated as the plans are finalized, when the contractor and their sub-contractors are identified and as other conditions change. All erosion control shall be installed and inspected prior to initiation of site grading activities. STORM WATER MANAGEMENT Article VII, Chapter 19 of City Code describes the required storm water management development standards. Section 19-141 states that “these development standards shall be reflected in plans prepared by developers and/or project proposers in the design and layout of site plans, subdivisions and water management features.” These standards include abstraction of 113359 Page 18 of 32 runoff and water quality treatment resulting in the removal of 90% total suspended solids (TSS) and 60% total phosphorous (TP). The proposed development is located within the Riley Purgatory Bluff Creek Watershed District (RPBCWD) and is therefore subject to the watershed’s rules and regulations. A Stormwater Management Report dated January 13, 2023, was submitted by the applicant to the city and provided to the watershed district concurrently as part of the site plan review. Comments provided by the RPBCWD must be addressed and a permit from RPBCWD is required prior to construction. The site is within RPBCWD and is required to meet all applicable watershed rules which include volume abstraction of 1.1 inches of runoff from all new or fully reconstructed impervious. A geotechnical report was submitted dated November 4, 2022, which included 34 soil borings onsite that showed clayey sands and sandy clays throughout the lot. The geotechnical report also included four hydraulic conductivity tests which showed negligible conductivity through the soils onsite. Based on the soil borings and hydraulic conductivity analysis, the applicant noted this is a restricted site and that the full volume abstraction could not be provided onsite due to unsuitable soils. The second sequencing step in line with RPBCWD rules would be to provide volume abstraction for 0.55 inches of runoff from all new or fully reconstructed impervious, however the applicant has noted this is also not feasible onsite. The applicant proposes going through sequencing and providing volume abstraction to the maximum extent practicable and meeting water quality requirements in line with the RPBCWD rules. There is 9.46 acres of regulated new impervious proposed as part of the project. The required abstraction volume required is 0.55 inches of runoff from the 9.46 acres of regulated impervious totaling 18,887 cubic feet. A volume abstraction totaling 17,646 cubic feet is proposed through use of onsite water reuse and irrigation and tree canopy abstraction. This is just under the required volume abstraction, but the applicant has demonstrated they are maximizing the abstraction volume onsite due to unsuitable soils and other site constraints. Additional information on the water reuse and irrigation system is requested in order to confirm there is enough runoff to supply the water intended to be used for reuse. The stormwater report narrative notes 3.24 acres of greenspace onsite is intended to be irrigated. The report notes that a week’s worth of irrigation would require 23,522 cubic feet of water, approximately half of the total volume below the pond’s outlet. It is assumed that the intention is not to draw the pond all the way down to the bottom elevation, making the system heavily reliant on consistent rainfall to be used. Minimal Impact Design Standards (MIDS) modeling was provided and reviewed to confirm the site is providing the required 90% TSS and 60% TP removal requirements. The site is currently showing compliance with the water quality requirements through the use of the onsite stormwater ponds, water reuse system and onsite swales. However there are several comments on the MIDS modeling which need to be addressed. With the final design the applicant shall confirm the water quality requirements are still met once the modeling updates and other plan changes have been made. The Stormwater Management Report and supporting Hydrologic and Hydraulic HydroCAD models were reviewed. The HydroCAD modeling shows the site is meeting rate control to each of the discharge points for the 2-, 10-, and 100-year storm events. The applicant shall provide final versions of all modeling (HydroCAD and MIDS) and SWMP report to address remaining 114360 Page 19 of 32 comments and confirm rate, volume, and water quality requirements are still being met as part of the final site plan approval. As outlined in the City’s Surface Water Management Plan adopted in December 2018, the city requires at least 3 feet of freeboard between a building elevation and adjacent ponding features. Based on the HydroCAD modeling results all proposed buildings are meeting freeboard requirements with respect to the proposed best management practices (BMPs) and floodplain elevations. The proposed BMPs are to be privately owned and therefore will require an Operations and Maintenance (O&M) Agreement and associated plan. The plan will need to identify the maintenance schedule, responsible party, and should include information on how the system will be cleaned out including the underground infiltration chambers proposed in the construction plans. Information on the proposed irrigation system maintenance and operation must be provided. The proposed BMPs are located outside of drainage and utility easements. RETAINING WALLS There are four retaining walls proposed for the development. Wall 1 is a retaining wall separating the upper parking lot from the wetland in the northeast corner of the site with a top of wall of 972 and bottom of wall of 962. Wall 2 separates the upper parking area from the lower level of the vehicle storage area with a top elevation of 974 and bottom elevation of 951. Wall 3 separates the service yard from the redirected wetland outfall with a top elevation of 950 and bottom elevation of 930. Wall four is located in the northwest corner of the building adjacent to the service door with a top elevation of 974 and bottom elevation of 969. WETLANDS The proposed plans show two (2) wetlands onsite that were delineated by Carlson McCain on November 22, 2021, and was approved by the Wetland Conservation Act (WCA) Technical Evaluation Panel (TEP) made up of representatives from the city, Watershed District, MN Department of Natural Resources DNR), Board of Water and Soil Resources (BWSR), and Carver County Soil and Water Conservation District (SWCD). The report included a Minnesota Routine Assessment Method MnRAM) report. Wetland 1 located near the south-central portion of the property is a small, 0.007 acre wet meadow wetland 115361 Page 20 of 32 classified as a low value wetland (manage type 3) with a minimum buffer width requirement of 16.5 feet and 30 feet principle structure setback from wetland buffer as defined in City Ordinance Article VI, Chapter 20. Wetland 2 located at the northeast portion of the property is a larger 0.76 acre wet meadow wetland classified as a medium value wetland (manage type 2) with a minimum buffer width requirement of 20 feet and 30 feet principle structure setback from wetland buffer. Wetland 2 is connected to Waters of the United States (WofUS) via a conveyance channel that connects the wetland to Bluff Creek. The direct connection to WotUS requires plan review and permits from the Army Corps of Engineers. The proposed project is planning to fill wetland 1, 0.177 acres of wetland 2, and 0.026 acres of the WotUS for a total amount of 0.21 acres. The grading and filling over the wetlands and WotUS would facilitate the construction of buildings, stormwater treatment BMPs, parking lots and roads on the site. The WCA and City Ordinance was created to protect wetlands because of their value as a water resource and their numerous benefits to the surrounding area (water quality, flood mitigation, wildlife habitat, etc.). The main principles of the WCA are to avoid wetland impacts, then minimize impacts, and finally replace filled wetlands where wetland altering activities could not be avoided. The process of filling wetlands and showing the avoidance and minimization are defined in State Statue 8420 and submitted to the TEP and Army Corps of Engineers as a Joint Permit Sequencing Application which was submitted by the applicant November 9, 2022. The sequencing application outlines why the applicant needs the specific design, alternative designs reviewed, actions to minimize wetland impacts, and a property search analysis to show the other parcels considered as an alternative site location. The application and review are a rigorous process. During the review process the applicant revised the design to further minimize wetland impacts and was able to demonstrate to the TEP that the building layout needed by Xcel Energies could not be reconfigured on the parcel to further reduce wetland impacts. It must be noted that the applicant did not fill the wetlands to maximize the build out of the site. The wetland fill need was a result of the specific layout required for operations and the topographic and other restrictions of the site. The TEP formally approved the wetland sequencing application on January 13, 2023, and the filled wetlands will be offset by the purchase of 0.42 acres of wetland banking credits from Bank 1689 located in Sibley County. The wetland sequencing for this activity required a 2:1 purchase ratio. Impacting wetlands in Chanhassen requires a wetland alteration permit as defined in Article VI, Chapter 20 of City Ordinance which must be approved by City Council. The intent of this section of code was to give the city additional control of wetland impacting activities within the city of Chanhassen and ensure that the WCA was followed by all activities that could impact wetlands. The sequencing application provided by the applicant is consistent with the WCA, and City Ordinance and has shown how the project avoided and minimized wetland impacts to the maximum extent practicable. The wetland credits purchased are not within city limits, but the TEP would not approve wetland mitigation onsite – wetland banks are generally preferred to onsite mitigation because of the proven success of the wetland banking program. The construction plans January 12, 2023, show wetland buffers and setbacks that is consistent with Article VI, Chapter 20 of City Ordinance - Wetland Protection and appears to meet watershed buffer requirements. The proposed plans show areas where the native wetland buffer is disturbed and filled. A vegetation management plan will be required to reestablish and maintain the proper buffer vegetation to protect the remaining wetland area. 116362 Page 21 of 32 LANDSCAPING The applicant for Xcel Energy Service Center did submit tree preservation calculations. They are as follows: Total inches (significant trees)3,664” Total inches removed (significant trees)2,212” Total inches preserved (significant trees) 1,449” The applicant’s inventory seemed accurate based on several sample areas checked in the field. The site is not fully wooded and has been farmed for many years, based on aerial images going back to the 1930’s. Tree’s that have been on the site have been historically located along the two creeks that are on the property. At the point where these two creeks meet (centrally located along the western boundary), we find the highest quality trees (oaks, basswoods and maples) with the largest sizes (inches of diameter). The development is proposing buffer areas along the north, south, east and west property lines. The minimum requirements are shown in the table. Required plantings/landscape area Proposed plantings Bufferyard C – North prop. line, Hwy 5, 1,007’ 18 Overstory trees 36 Understory trees 60 Shrubs 7 Overstory trees (plus 16 existing) 9 Understory trees plus 26 existing) 182 Shrubs Bufferyard C – South prop. line, Coulter Blvd, 835’ 15 Overstory trees 30 Understory trees 50 Shrubs 1 Overstory trees (plus 19 existing) 3 Understory trees plus 27 existing) 30 shrubs Bufferyard B – East prop. line, 1,052’ 8 Overstory trees 24 Understory trees 28 Shrubs 8 Overstory trees (plus 4 existing) 24 Understory trees 72 Shrubs Bufferyard B – West prop. line, 1,208’ 9 Overstory trees 27 Understory trees 36 Shrubs Existing trees and shrubs ‘fulfill requirement’, as per their plan The applicant does not meet bufferyard requirements along any of the property lines, as they are counting existing trees as part of understory trees (existing understory in most areas is buckthorn). In addition, the existing western boundary trees are considered both overstory, understory and shrubs, which does not match existing conditions. Staff recommends that the 117363 Page 22 of 32 applicant increase landscaping quantities to meet minimum requirements. If space is limited in the areas, they have proposed plantings, but they do not meet the number required for the area, they should be relocated to a different area of the project. The applicant will need to provide adequate screening of the cold storage building near the south property line as they are proposed to be screened by understory trees (redbud). There is also a need to further screen the northwestern and northeastern corners of the property from Highway 5. Additionally, buffer plantings need to be located west of the southwestern stormwater pond to screen views from both Coulter Boulevard and the trail (including the portion of trail that goes under the road). Minimum requirements for landscaping for the parking lot include 27,704 square feet of landscaped area around the parking lot, 7 landscape islands or peninsulas, and 82 trees for the parking lot. The applicant’s proposed as compared to the requirements for landscape area and parking lot trees is shown in the following table. Required Proposed Vehicular use landscape area 20,620 sq. ft.27,704 sq. ft. Trees/parking lot 82 trees 155 trees Landscape islands or peninsulas/parking lot 43 islands/peninsulas 5 islands/peninsulas The applicant meets minimum requirements for trees. The applicant’s use of large islands and peninsulas does seem to meet the reasoning for the required number of islands/peninsulas due to the large areas of each, even if they fall short from an individual count. The landscape plan meets tree diversity requirements. The planting schedule reflects that no one species will comprise more than 10% of total trees to be planted, no genus will have more than 20% of total trees and no one tree family will have more than 30% of total trees. LIGHTING/SIGNAGE Area lighting is proposed on 27.5 feet light poles with 2.5 foot above grade base. Total lighting height is 30 feet which is permitted by code. Pedestrian scale lighting is proposed along sidewalk areas with ten-foot poles. Wall mounting lighting will be installed around the building. Bollard lights are proposed along the stairway from the upper parking to lower parking level. Light fixtures have 90-degree cutoff angles. 118364 Page 23 of 32 The plans proposed wall signage on the north elevation of the facility and on the south elevation of the vehicle maintenance building. Signage shall comply with the IOP signage regulations. The proposed signage will require a separate sign permit application. Location and detail of signage including method of lighting, height, width, sign display area, etc. shall be submitted with the permit application. COMMUNICATION TOWER The applicant is proposing a 175-foot-tall communication tower adjacent to the vehicle maintenance building. The need for communication with the field workers is a critical element in the maintenance and repair operation of the line staff. As part of their application, they are required to evaluate co-location at existing towers. The only nearby tower is at 1455 Park Road. Below is the response from Xcel Energy’s radio communications vendor, Motorola Solutions, the proposed communications tower at the new Chanhassen Service Center and the possibility of co-locating at the Crown Castle Tower site. In summary: 1. Per the city staff report dated February 10, 1997, provided to Xcel Energy, the existing Crown Castle Tower is a 150-foot monopole tower designed to accommodate an antenna array at the top, a second array at 130 feet and a third array at 110 feet. Currently, the Crown Castle Tower has two antenna arrays at the top and at 130 feet, see attached Crown Castle Tower 2 photo. 2. Motorola Solutions’ recommendation would be to extend the tower height by an additional 60 feet to accommodate separate transmit and receive whip style antennas and provide the same coverage comparable to the existing Shorewood tower site or the proposed new Chanhassen tower site. 3. The existing Crown Castle Tower was designed to TIA-222 Revision E (1991) Standards. If the tower was extended 60 feet, a complete structural analysis would be required to determine if the modified tower meets current TIA-222 Revision H (2018) Standards, including soil borings, foundation design, and the tower structure. It is anticipated changes would be required, with the main concern being foundation uplift and tip over due to the added height to the structure and the resulting wind/ice loading. 4. Please note: Even if the Crown Castle Tower was extended 60 feet, there is not adequate ground space for the required 11 feet by 16 feet equipment shelter, backup generator and 119365 Page 24 of 32 fuel tank, see attached Crown Castle Tower 3 & 4 photos. This alone rules out co- locating to the Crown Castle Tower site. 5. The proposed communication tower at the new Chanhassen Service Center would be a 150-foot monopole tower, similar to Crown Castle, with a single dual feed transmit/receive whip antenna for an overall 170 foot max. height. 6. In addition, please see attached photos and drawings of a similar monopole tower and foundation installed at Xcel Energy’s Hudson, WI Service Center in 2017. This tower is slightly shorter, roughly 120 feet, but hopefully gives perspective of how the proposed tower will look. The proposed wireless telecommunication service tower shall be designed, structurally, electrically, and in all respects, to accommodate both the applicant's antennas and comparable antennas for at least one additional user. MISCELLANEOUS BUILDING: 1. Building plans must be prepared and signed by design professionals licensed in the State of Minnesota. 2. Building plans must provide sufficient information to verify that proposed buildings meet all requirements of the Minnesota State Building Code, additional comments or requirements may be required after plan review. 3. Occupied buildings are required to have automatic fire extinguishing systems. Storage buildings may be required to have automatic fire extinguishing systems, to be determined at plan review. 4. Structure proximity to property lines (and other buildings) will have an impact on the code requirements for the proposed buildings, including but not limited to; allowable size, protected openings and fire-resistive construction. These requirements will be addressed when complete building and site plans are submitted. 5. Building plans must include a code analysis that contains the following information: Key Plan, Occupancy group, Type of construction, Allowable height and area, Fire sprinklers, Separated or non-separated, Fire resistive elements (Ext walls, Bearing walls - exterior or interior, Shaft, Incidental use), Occupant load, Exits required (Common path, Travel distance), Minimum plumbing fixture count. 6. Building permits must be obtained before beginning any construction. Each building on site will be required to obtain separate building/plumbing/mechanical permits. 7. Retaining walls (if present) more than four feet high, measured from the bottom of the footing to the top of the wall, must be designed by a professional engineer and a building 120366 Page 25 of 32 permit must be obtained prior to construction. Retaining walls (if present) under four feet in height require a zoning permit. 8. A final grading plan and soils report must be submitted to the Inspections Division before building permits will be issued. FIRE: 1. All buildings will need full fire suppression systems monitored by fire panel. 2. Each building should be addressed individually – if the site is to have one address then we need to address the buildings as Building A, Building B, etc. 3. Will need to know what type of material being stored in outside storage areas and if they are to have awnings, may require fire detection systems. 4. All gates will require Knox Key switches to open if electric, lock boxes with keys if manual. 5. All buildings require fire department lock boxes. 6. Will require multiple fire hydrants in select locations throughout the site. 7. Vehicle storage may require stand pipes depending on access. 8. Will need to obtain a list of any hazardous and flammable materials to be stored on site and locations. Certain types and quantities of materials may require special fire detection and suppression systems. 9. Fire Department policy requires door numbering/lettering on all larger buildings with multiple access doors. 10. High piled storage and racking plans need to be approved by Fire and Building departments. 11. Each storage building (if over 2,000 square feet) will require a fire suppression system, per MN Statute 1306, which the city has adopted. PARKS & RECREATION A sidewalk connection shall be made from the main facility building to the trail on Coulter Boulevard. A trail easement shall be recorded over the existing trail in the southwest corner of the development. UTILITIES The site has access to public sanitary sewer and water mains abutting the property within Coulter Boulevard’s right-of-way. The applicant is proposing to extend sanitary sewer and water mains 121367 Page 26 of 32 from previously installed stubs when Coulter Boulevard was improved. The proposed watermain extensions shall be owned and maintained by the city after acceptance of the public improvements by the City Council. As such the installation of these public utilities will be required to be constructed in conformance with the latest edition of the City of Chanhassen’s Standard Specifications and Detail Plates. Sanitary sewer extended into the site will be privately owned and maintained. Based on the plans provided the public water mains will be looped internally to provide better serviceability and water quality to the site, as well as providing a stub to the east in order for future interconnection with the site to the east once it is developed. There is a portion of the public system which loops north of the northern building to service a single hydrant which poses unnecessarily access concerns. Due to grades and unimproved surfaces in the northern area of the site, the applicant shall relocate the alignment of the hydrant lead to a more accessible location; this will also result in better serviceability of the hydrant as it will not be extended from a dead-end. All hydrant locations must be verified by the Fire Department. The private sanitary sewer is proposed to be extended in order to service the buildings via an alignment along the western portion of the site. It is strongly suggested that the applicant and their engineer confirm the feasibility of relocating the private sanitary sewer extension further east from an existing manhole and existing stub in order to provide an alignment within the improved surface of the western access to the site. Staff’s concerns are regarding accessibility and future maintenance and rehabilitation of the sanitary main. The current sanitary alignment is not within an improved surface and is located in close proximity to a stormwater BMP (“south pond”). Future maintenance and/or replacement of the main may be unnecessarily difficult as the alignment will be under the west berm to the proposed “south pond”, e.g. if the pipe was in need of maintenance activities that required trenching it would significantly impact the “south pond”. In order to access and maintain the newly installed public utilities adequate public drainage and utilities must be recorded prior to or concurrently with the site plan agreement. Minimum easements are 20 feet wide from the center of the alignment in typical construction applications, however easements can vary in width depending on the depth and size of infrastructure proposed. In order to determine appropriate easement widths, the applicant will be required to supply profile drawings of all the public utilities being extended on site. Profile drawings will also determine if any additional improvements may be necessary with the construction of the utilities (i.e. insulation, horizontal bends, material type, air relief valves, etc.). Final construction plans will be subject to review and approval by staff prior to recording of the site plan agreement. COMPLIANCE TABLE PUD Project Building Height 4 stories 2 stories 50 feet 43 feet three inches (south elevation) Building Height 2 stories 2 stories Vehicle Maintenance)65 feet 62 feet 122368 Page 27 of 32 Building Height 1 story 1 story Cold Storage)35 feet 34 feet to top of shed roof Tower Height 175 feet 170 feet Building Setback N - 75' E - 30'N - 75' E - 85' W - 30' S - 30'W - 0' S – 34’ Wetland Buffer 40 feet 40 feet Parking Stalls 120 stalls 120 stalls Parking Setback N - 75' E - 25'N - 83' E - 135' W - 25' S -25' W - 0' S - 0' Hard Surface Coverage 70%44% Lot Area 43,560 sq. ft.946,994 sq. ft. (21.74 ac.) RECOMMENDATION Staff recommends that the Planning Commission recommends approval of Planning Case #2023- 01, plans prepared by Loucks, dated 01/12/2023, and Hagen, Christensen & McIlwain Architects, dated 02/17/2023, subject to the following conditions: REZONING Approval of the Planned Unit Development – Industrial Office Park, PUD, ordinance rezoning the property and incorporating development design standards. SITE PLAN REVIEW Approval for five buildings: 80,000 square foot main building including 18,226 square feet office, 21,920 square feet crew area, 39,884 square feet vehicle storage; 17,580 square feet of vehicle maintenance and boom maintenance tall bay; three storage buildings of one at 5,738 square feet, the second at 9,447 square feet, and the third at 9,840 square feet; outdoor storage areas within the courtyard area of the storage buildings; and a 175-foot communication tower for fleet communications subject to the following conditions: Building: 1. Building plans must be prepared and signed by design professionals licensed in the State of Minnesota. 2. Building plans must provide sufficient information to verify that proposed buildings meet all requirements of the Minnesota State Building Code, additional comments or requirements may be required after plan review. 123369 Page 28 of 32 3. Occupied buildings are required to have automatic fire extinguishing systems. Storage buildings may be required to have automatic fire extinguishing systems, to be determined at plan review. 4. Structure proximity to property lines (and other buildings) will have an impact on the code requirements for the proposed buildings, including but not limited to; allowable size, protected openings and fire-resistive construction. These requirements will be addressed when complete building and site plans are submitted. 5. Building plans must include a code analysis that contains the following information: Key Plan, Occupancy group, Type of construction, Allowable height and area, Fire sprinklers, Separated or non-separated, Fire resistive elements (Ext walls, Bearing walls - exterior or interior, Shaft, Incidental use), Occupant load, Exits required (Common path, Travel distance), Minimum plumbing fixture count. 6. Building permits must be obtained before beginning any construction. Each building on site will be required to obtain separate building/plumbing/mechanical permits. 7. Retaining walls (if present) more than four feet high, measured from the bottom of the footing to the top of the wall, must be designed by a professional engineer and a building permit must be obtained prior to construction. Retaining walls (if present) under four feet in height require a zoning permit. 8. A final grading plan and soils report must be submitted to the Inspections Division before building permits will be issued. Engineering 1. The developer shall enter into a site plan agreement with the city and provide necessary financial security to guarantee compliance with the terms of site plan approval. 2. The developer shall supply trail easements for all existing trail improvements located on the property. The trail easements shall be recorded prior to or concurrently with the site plan agreement. 3. The developer shall supply public drainage and utility easements over all public utilities prior to or concurrently with the site plan agreement. 4. All newly constructed water mains shall be public water mains, owned and maintained by the city, after acceptance of the public improvements by the City Council. 5. All sanitary sewer and water main improvements on the site will be constructed in accordance with the latest edition of the City of Chanhassen’s Standard Specifications and Detail Plates. 6. The developer and their Engineer shall work with city staff in amending the construction plans, dated January 12, 2023, prepared by Zachary B. Moen, PE with Loucks., to fully 124370 Page 29 of 32 satisfy construction plan comments and concerns. Final construction plans will be subject to review and approval by staff prior to recording of the site plan agreement. 7. It is the developer’s responsibility to ensure that permits are received from all other agencies with jurisdiction over the project (i.e. Carver County, RPBCWD, Board of Water and Soil Resources, MnDOT, US Army Corps of Engineers, etc.) prior to the commencement of construction activities. Fire 1. All buildings will need full fire suppression systems monitored by fire panel. 2. Each building should be addressed individually – if the site is to have one address then we need to address the buildings as Building A, Building B, etc. 3. Will need to know what type of material being stored in outside storage areas and if they are to have awnings, may require fire detection systems. 4. All gates will require Knox Key switches to open if electric, lock boxes with keys if manual. 5. All buildings require fire department lock boxes. 6. Will require multiple fire hydrants in select locations throughout the site. 7. Vehicle storage may require stand pipes depending on access. 8. Will need to obtain a list of any hazardous and flammable materials to be stored on site and locations. Certain types and quantities of materials may require special fire detection and suppression systems. 9. Fire Department policy requires door numbering/lettering on all larger buildings with multiple access doors. 10. High piled storage and racking plans need to be approved by Fire and Building departments. 11. Each storage building (if over 2,000 sq ft) will require a fire suppression system, per MN Statute 1306, which the city has adopted. Natural Resources 1. The applicant shall revise the landscape plan to increase quantities to meet minimum ordinance requirements for bufferyard plantings. 2. The applicant shall increase the number of trees in areas where there is a need for further screening (NW, NE and SW corners of property). 125371 Page 30 of 32 3. The applicant shall plant overstory trees south of the cold storage facility to aid in screening the building. 4. The applicant shall include tree protection fencing to include trees along the western boundary (mainly north of the trail portion that goes under the road, up to the trees that are protected that are located where the two creeks meet – i.e. top of sheet L2.2). This should also include the area where an outlet for the SW stormwater pond is located to be placed along the western boundary. 5. Plantings of tree species representative of the ‘Big Woods’ ecosystem (overstory and understory) shall be located west, southwest and south of the NW stormwater pond. Plantings should be in clusters, versus lined as individuals. 6. Plans will need to be amended to show that 3 boulevard trees are proposed to be removed tree #149 and 2 honeylocust trees just south of #149). 7. When within 20’ of the dripline of a tree to be saved, silt fences shall be replaced by mulch socks, so no roots of trees to be preserved are cut from the installation of a typical silt fence. Note that silt fences are not to be used as tree protection fencing. 8. Replace white spruce trees that are north of the southwest pond and south of a building with Norway spruce or other evergreen that will be large enough to screen building. The proposed variety (Black Hills, densata) is quite a bit shorter at maturity than the recommendation. Parks: 1. A sidewalk connection shall be made from the main facility building to the trail on Coulter Boulevard. 2. A trail easement shall be recorded over the existing trail in the southwest corner of the development. Planning: 1. The proposed signage will require a separate sign permit application. 2. A pedestrian sidewalk shall be provided along the easterly access from the parking area to Coulter Boulevard. 3. The proposed commercial wireless telecommunication service tower shall be designed, structurally, electrically, and in all respects, to accommodate both the applicant's antennas and comparable antennas for at least one additional user. 4. The south storage building shall be designed and constructed to accommodate the future installation of rooftop solar panels. 126372 Page 31 of 32 5. No access shall be provided to Highway 5. Water Resources: 1. The applicant shall provide a copy of conditional approval from the RPBCWD as part of any future construction plan submittals. 2. The applicant shall update the models (HydroCAD, MIDS and P8) per city and any watershed district comments and submit updated computations and models in their native forms with the final site plan and final construction plans. 3. The applicant shall provide storm sewer sizing calculations and a catch basin drainage area map to confirm the private storm sewer is sized for a 10-year storm event. The storm sewer design shall obtain approval by staff prior to recording of the site plan agreement. 4. The applicant shall provide additional details on the proposed water reuse and irrigation system including an irrigation plan and computations showing the north pond can provide the required storage in order to irrigate the intended area and obtain approval by staff prior to recording of the site plan agreement. 5. The applicant shall enter into an Operations and Maintenance Agreement for any proposed privately owned stormwater facilities prior to recording of the site plan agreement. 6. The applicant must work with staff to optimize the design, easements, and access agreements for public infrastructure located on the site prior to recording of the site plan agreement. WETLAND ALTERATION PERMIT 1. The applicant shall provide a copy of the signed Army Corps of Engineers Permit prior to the commencement of construction activities. 2. The applicant shall comply with all requirements of the approved WCA sequencing application and provide proof of purchased credits prior to the commencement of construction activities. 3. The applicant shall pay the fees associated with the wetland alternation permit ($275) prior to the commencement of construction activities. 4. The applicant shall work with staff to create an approved plan for reestablishing the wetland buffer that will be disturbed prior to recording of the site plan agreement. And adopts the Findings of Fact and Recommendation. 127373 Page 32 of 32 ATTACHMENTS 1. Findings of Fact 2. Xcel PUD Ordinance 3. Development Review Application 4. Architectural Plans 5. Civil Plans 6. Correspondence 7. Public Hearing Notice and Mailing List 128374 1 CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA FINDINGS OF FACT AND RECOMMENDATION IN RE: Application of Loucks, Inc and Xcel Energy – Planning Case No. 2023-01, Xcel Service Center Request for rezoning of the property from Agricultural Estate District, A-2, to Planned Unit Development – Industrial Office Park, PUD; site plan approval including a two-story office and vehicle storage building, a 65-foot, two-story, boom truck maintenance building, a 175-foot communication tower, three, one-story storage buildings and screened outdoor storage areas; and a wetland alteration permit to fill wetlands on site for the property located between Highway 5 and Coulter Boulevard and east of the tributary to Bluff Creek. On March 20, 2023, the Chanhassen Planning Commission met at its regularly scheduled meeting to consider the application of Loucks, Inc and Xcel Energy approve the Xcel Service Center development. The Planning Commission conducted a public hearing on the proposed development preceded by published and mailed notice. The Planning Commission heard testimony from all interested persons wishing to speak. FINDINGS OF FACT 1.The property is currently zoned Agricultural Estate District, A-2. 2.The property is guided in the Land Use Plan for Office Industrial uses. 3.The legal description of the property is: See Exhibit A 4.REZONING The proposed Planned Unit Development meets the required standards for approval: a. The proposed zoning has been considered in relation to the specific policies and provisions of and has been found to be consistent with the official City of Chanhassen 2040 Comprehensive Plan for office industrial land use areas. b. The proposed zoning is or will be compatible with the present and future land uses of the area. c. The proposed zoning conforms to all performance standards contained in the Zoning Ordinance. d. The proposed zoning will not tend to or actually depreciate the area in which it is proposed. 129375 2 e. The proposed zoning can be accommodated with existing and planned public services and will not overburden the city's service capacity. f. Traffic generation by the proposed use within the zoning district is within capabilities of streets serving the property. 5.SITE PLAN a. Is consistent with the elements and objectives of the city's development guides, including the comprehensive plan, official road mapping, and other plans that may be adopted. b. Is consistent with the site plan review requirements. c. Preserves the site in its natural state to the extent practicable by minimizing tree and soil removal and designing grade changes to be in keeping with the general appearance of the neighboring developed or developing or developing areas. d. Creates a harmonious relationship of building and open space with natural site features and with existing and future buildings having a visual relationship to the development. e. Creates a functional and harmonious design for structures and site features, with special attention to the following: a. An internal sense of order for the buildings and use on the site and provision of a desirable environment for occupants, visitors and general community; b. The amount and location of open space and landscaping; c. Materials, textures, colors and details of construction as an expression of the design concept and the compatibility of the same with adjacent and neighboring structures and uses; and d. Vehicular and pedestrian circulation, including walkways, interior drives and parking in terms of location and number of access points to the public streets, width of interior drives and access points, general interior circulation, separation of pedestrian and vehicular traffic and arrangement and amount of parking. f. Protects adjacent and neighboring properties through reasonable provision for surface water drainage, sound and sight buffers, preservation of views, light and air and those aspects of design not adequately covered by other regulations which may have substantial effects on neighboring land uses. 7.Wetland Alteration a. Will not be detrimental to the public health, safety, comfort, convenience or general welfare of the neighborhood or the city. 130376 3 b. Will be consistent with the objectives of the city's comprehensive plan and this chapter. c. Will be designed, constructed, operated and maintained so to be compatible in appearance with the existing or intended character of the general vicinity and will not change the essential character of that area. d. Will not be hazardous or disturbing to existing or planned neighboring uses. e. Will be served adequately by essential public facilities and services, including streets, police and fire protection, drainage structures, refuse disposal, water and sewer systems and schools; or will be served adequately by such facilities and services provided by the persons or agencies responsible for the establishment of the proposed use. f. Will not create excessive requirements for public facilities and services and will not be detrimental to the economic welfare of the community. g. Will not involve uses, activities, processes, materials, equipment and conditions of operation that will be detrimental to any persons, property or the general welfare because of excessive production of traffic, noise, smoke, fumes, glare, odors, rodents, or trash. h. Will have vehicular approaches to the property which do not create traffic congestion or interfere with traffic or surrounding public thoroughfares. i. Will not result in the destruction, loss or damage of solar access, natural, scenic or historic features of major significance. j. Will be aesthetically compatible with the area. k. Will not depreciate surrounding property values. l. Will meet standards prescribed for certain uses as provided in this article. 8. The planning report #2023-03 dated March 21, 2023, prepared by Bob Generous, et al, is incorporated herein. 131377 4 RECOMMENDATION The Planning Commission recommends that City Council approve the rezoning of the property from Agricultural Estate District, A-2, to Planned Unit Development – Industrial Office Park, PUD; site plan approval including a two-story office and vehicle storage building, a 65-foot, two-story, boom truck maintenance building, a 175-foot communication tower, three, one-story storage buildings and screened outdoor storage areas; and a wetland alteration permit to fill wetlands on site as shown in plans dated February 17, 2023, subject to the recommended conditions of approval. ADOPTED by the Chanhassen Planning Commission this 21st day of March 2022. Chanhassen Planning Commission BY:___________________________________ Eric Noyes, Chairman 132378 5 EXHIBIT A Legal Description: That part of the Northwest Quarter of the Northeast Quarter of Section 15, Township 116, Range 23, Carver County, Minnesota, described as follows: Commencing at the Northwest corner of said Northwest Quarter of the Northeast Quarter; thence North 89 degrees 28 minutes 31 seconds East, assumed basis for bearings, 315.34 feet, along the North line of said Northwest Quarter of the Northeast Quarter, to the actual point of beginning; thence South 02 degrees 29 minutes 16 seconds East 398.42 feet, thence South 70 degrees 59 minutes 16 seconds East 125.00 feet; thence South 20 degrees 59 minutes 16 seconds East 510.00 feet; thence South 21 degrees 00 minutes 44 seconds West 323.46 feet thence Easterly 386.37 feet along a non-tangential curve, concave to the North, having a radius of 1637.00 feet, a central angle of 13 degrees 31 minutes, 23 seconds, and a chord bearing of North 89 degrees 32 minutes 56 seconds East; thence North 82 degrees 47 minutes 14 seconds East 364.21 feet; thence Easterly 100.88 feet along a tangential curve, concave to the South, having a radius of 1637.00 feet, and a central angle of 03 degrees 31 minutes 52 seconds, to the East line of said Northwest Quarter of the Northeast Quarter; thence North 02 degrees 08 minutes 32 seconds West 1168.57 feet, along said East line, to the north line of said Northwest Quarter of the Northeast Quarter; thence South 89 degrees 28 minutes 31 seconds West, along said North line to the point of beginning. EXCEPTING THEREFROM, that part contained within Parcel 215D on Minnesota Department of Transportation Right of Way Plat Numbered 10-09. Carver County, Minnesota Abstract Property 133379 1 AN ORDINANCE AMENDING CHAPTER 20 OF THE CHANHASSEN CITY CODE, THE CITY'S ZONING ORDINANCE, BY REZONING CERTAIN PROPERTY TO PLANNED UNIT DEVELOPMENT THE CITY COUNCIL OF THE CITY OF CHANHASSEN ORDAINS: Section 1. Chapter 20 of the Chanhassen City Code, the city's zoning ordinance, is hereby amended by rezoning all property in attached Exhibit A. Section 2. The rezoning of this property incorporates the following development design standards: XCEL SERVICE CENTER a.Intent The purpose of this zone is to create a PUD for the Xcel Service Center. The use of the PUD zone is to allow for more flexible design standards while creating a higher quality and more sensitive proposal. The PUD requires that the development demonstrate a higher quality of architectural standards and site design. Except as modified by the Xcel Service Center PUD ordinance, the development shall comply with the requirements of the Industrial Office Park District. b.Permitted Uses The permitted uses in this zone shall be five buildings and their ancillary uses. 80,000 square foot main building including 18,226 square foot office, 21,920 square foot crew area and 39,884 square foot vehicle storage. 17,580 square feet of vehicle maintenance and boom maintenance tall bay. Three storage buildings of 5,738, 9,447 and 9,840square feet. Outdoor storage areas within the courtyard area of the storage buildings. A 175-foot communication tower for fleet communications Ancillary uses shall include employee patios, driveways and parking facilities, canopies over gas pumps, electric vehicle charging stations, solar panels, solar-paneled car-ports, sidewalks, site landscaping, stormwater best management practices, and telecommunication equipment buildings. Such uses may include directional signage. c.Lot Requirements and Setbacks The PUD ordinance requires setbacks from roadways and exterior property lines. The following table displays those setbacks. 134380 2 Building and Parking Setback Standards Highway 5 75 feet, maximum 150 feet Side Lot Line 30 feet Coulter Boulevard 30 feet Hard Surface Coverage 70% Wetland: Buffer and buffer setback 40 feet and 20 feet Creek 50 feet d.Building Materials and Design Building materials shall be as specified in the architectural plans prepared by Hagen Christensen & McIlwain Architects plans dated 02/17/2023, city re-submission. e.Signage Signage shall comply with city standards for Industrial Office Park District. f.Landscaping Landscaping shall comply with the landscaping plan prepared by Loucks, dated 01/12/2023. g.Towers and Antennas Shall comply with the requirements of Chapter 20, Article XXX of the Chanhassen City Code. Section 3. The zoning map of the City of Chanhassen shall not be republished to show the aforesaid zoning, but the Clerk shall appropriately mark the zoning map on file in the Clerk's Office for the purpose of indicating the rezoning hereinabove provided for in this ordinance, and all the notations, references, and other information shown thereon are hereby incorporated by reference and made a part of this ordinance. Section 4. This ordinance shall be effective immediately upon its passage and publication. PASSED AND ADOPTED this ___ day of _____, 20__, by the City Council of the City of Chanhassen, Minnesota Laurie Hokkanen, City Manager Elise Ryan, Mayor Published in the Chanhassen Villager on ______________________________) 135381 3 EXHIBIT A Legal Description: That part of the Northwest Quarter of the Northeast Quarter of Section 15, Township 116, Range 23, Carver County, Minnesota, described as follows: Commencing at the Northwest corner of said Northwest Quarter of the Northeast Quarter; thence North 89 degrees 28 minutes 31 seconds East, assumed basis for bearings, 315.34 feet, along the North line of said Northwest Quarter of the Northeast Quarter, to the actual point of beginning; thence South 02 degrees 29 minutes 16 seconds East 398.42 feet, thence South 70 degrees 59 minutes 16 seconds East 125.00 feet; thence South 20 degrees 59 minutes 16 seconds East 510.00 feet; thence South 21 degrees 00 minutes 44 seconds West 323.46 feet thence Easterly 386.37 feet along a non-tangential curve, concave to the North, having a radius of 1637.00 feet, a central angle of 13 degrees 31 minutes, 23 seconds, and a chord bearing of North 89 degrees 32 minutes 56 seconds East; thence North 82 degrees 47 minutes 14 seconds East 364.21 feet; thence Easterly 100.88 feet along a tangential curve, concave to the South, having a radius of 1637.00 feet, and a central angle of 03 degrees 31 minutes 52 seconds, to the East line of said Northwest Quarter of the Northeast Quarter; thence North 02 degrees 08 minutes 32 seconds West 1168.57 feet, along said East line, to the north line of said Northwest Quarter of the Northeast Quarter; thence South 89 degrees 28 minutes 31 seconds West, along said North line to the point of beginning. EXCEPTING THEREFROM, that part contained within Parcel 215D on Minnesota Department of Transportation Right of Way Plat Numbered 10-09. Carver County, Minnesota Abstract Property 136382 137383 138384 GENERAL NOTES 1. CONTRACTOR SHALL VERIFY ALL DIMENSIONS, CONDITIONS ETC. AND REPORT ANY DISCREPANCIES TO THE ARCHITECT. 2. CONTRACTOR SHALL OBTAIN ALL PERMITS REQUIRED FOR CONSTRUCTION AND PAY ALL INSPECTION FEES FOR ALL PORTIONS OF THE WORK. 3. CONTRACTOR SHALL VISIT THE SITE (INCLUDING MECHANICAL & ELECTRICAL SUB- CONTRACTORS) TO VERIFY ALL EXISTING CONDITIONS AND TO DETERMINE THE FULL EXTENT OF THE WORK REQUIRED TO COMPLETE THE DESIGN SHOWN ON THE PLANS. 4. ALL CONTRACTORS SHALL MEET OR EXCEED ALL STATE OF MINNESOTA AND CITY OF MINNEAPOLIS CODES AND STANDARDS. EXISTING CODE REQUIREMENTS SHALL TAKE PRECEDENCE OVER WHAT IS SHOWN ON PLANS. 5. CONTRACTOR SHALL PROVIDE ADEQUATE VENTILATION FOR WORKERS & ALL EMPLOYEES WHEN PAINTING OR USING ADHESIVES OR TOXIC CHEMICALS. PAINTING MAY HAVE TO BE DONE ON WEEKENDS IN OCCUPIED AREAS. 6. CONTRACTOR IS RESPONSIBLE FOR REPAIRING ALL SURFACES DAMAGED DUE TO CONSTRUCTION. CONTRACTOR REQUIREMENTS THIS WORK FOR THIS PROJECT INCLUDES ALL WORK NECESSARY TO COMPLETE THE GENERAL CONSTRUCTION. UNDER THIS CONTRACT THE CONTRACTOR SHALL: 1. COORDINATE USE OF PREMISES WITH THE OWNER. 2. CONTRACTOR'S WORK SHALL CONFORM TO THE OWNER'S WORK RULES AND SPECIFICATIONS. 3. REPAIR OR REPLACE SITE DAMAGE TO CONDITIONS WHICH EXISTED PREVIOUS TO STARTING WORK. 4. PLAN WORK SEQUENCE WITH OWNER AND ARCHITECT AND OBTAIN THEIR APPROVAL BEFORE STARTING WORK. 5. NOTIFY OWNER AND ARCHITECT OF EXISTING SITE CONDITIONS THAT ARE IN CONFLICT WITH THE INTENT OF THESE DOCUMENTS. 6. COORDINATE ALL WORK ON THE PROJECT. GENERAL CONTRACTOR SHALL PROVIDE A PROJECT SUPERINTENDENT TO MANAGE AND SUPERVISE THE WORK. 7. EACH CONTRACTOR AND SUB-CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CUTTING AND PATCHING REQUIRED TO COMPLETE THEIR WORK. 8. CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR PROTECTION AND SAFEKEEPING OF PRODUCTS UNDER THIS CONTRACT. 9. IT IS THE RESPONSIBILITY OF SUPPLIERS TO PROVIDE MANUFACTURER'S SPECS AND SHOP DRAWINGS FOR FIXTURES AND EQUIPMENT TO THE ARCHITECT FOR APPROVAL. IT IS THE RESPONSIBILITY OF THE RELATED SUB-CONTRACTORS FOR FIELD VERIFICATION AND REVIEW OF SHOP DRAWINGS PRIOR TO FABRICATION APPROVAL OR FIELD CONSTRUCTION OF ANY RELATED WORK. 10. PROVIDE A WASTE CONTAINER AND PAY FOR REMOVAL SERVICE OF ALL REFUSE AND WASTE MATERIALS GENERATED BY ALL PRIME CONTRACTORS AND SUB-CONTRACTORS. EACH SUB-CONTRACTOR WILL BE RESPONSIBLE FOR CLEAN-UP AND REMOVAL OF THEIR OWN WASTE MATERIALS FROM THE SITE. LEAVE THE SPACE VACUUM AND BROOM CLEAN. CLEAN ALL GLASS AND MIRRORS. 11. RECEIVE AND VERIFY ALL OWNER SUPPLIED MATERIALS AND EQUIPMENT. ALL SHORTAGES AND DAMAGES SHALL BE DOCUMENTED ON RECEIVING TICKETS AND REPORTED TO OWNER AND ARCHITECT IMMEDIATELY UPON RECEIPT. 12. FINAL CLEANING SHALL BE DONE BY A PROFESSIONAL CLEANING SERVICE OR EQUAL. 13. PROVIDE OWNER WITH LABOR AND MATERIAL WARRANTIES AND SERVICE CONTRACTS FROM ALL SUB-CONTRACTORS AND EQUIPMENT AND MATERIAL MANUFACTURER'S. THESE WARRANTIES SHALL BE IN EFFECT FOR A PERIOD OF ONE (1) YEAR FROM INSTALLATION DATE. NORTH COULTER AVE. H I G H W AY 5 SITE SITE LOCATION MAP NORTH KEY PLAN DRAWING NUMBER DRAWING TITLE CLIENT I hereby certify that this drawing was prepared by me or under my direct supervision and that I am a duly registered architect under the laws of the State of Minnesota. Title: XXXX Registration Number: XXXX Date: XXXX By: Title: XXXX 4201 cedar avenue so. -minneapolis, MN 55407 tel. (612) 904-1332 -fax (612) 904-7366 STRUCTURAL MEP N O T F O R C O N S T R U C T IO N PROJECT NUMBER CIVIL / LANDSCAPE OWNER 2/17/ 2023 11:22: 04 AMAutodesk Docs:// Xcel Energy Chanhassen/2240 Xcel Chanhassen_ARCH_ R22.rvtSD0.0 1891 ARBORETUM BLVD CHANHASSEN, MN 55317 XCEL ENERGY SERVICE CENTER CHANHASSEN COVER SHEET February 17th, 2023 XCEL ENERGY SERVICE CENTER CHANHASSEN 1891 ARBORETUM BLVD CHANHASSEN, MN 55317 CITY SUBMISSION PACKAGE 2240 SHEET INDEX - ARCHITECTURAL SHEET NUMBER SHEET NAME SD0.0 COVER SHEET SD0.1 CODE REVIEW SD1.0 SITE PLANS SD1.1 SITE SECTION AND AXON SD3.1* EXTERIOR ELEVATIONS - AREA A SD3.2* EXTERIOR ELEVATIONS - AREA B SD3.4* EXTERIOR ELEVATIONS - AREA C SD3.5* EXTERIOR ELEVATIONS - AREA D SD3.6* EXTERIOR ELEVATIONS - AREA D SD3.7* EXTERIOR ELEVATIONS - AREA D SD3.3* EXTERIOR ELEVATIONS - AREA C SD3.1. 1* EXTERIOR ELEVATIONS - AREA A SD3.2.1* EXTERIOR ELEVATIONS - AREA B SD6.1 3D VIEWS SD6.2 3D VIEWS SD6.3 3D VIEWS SOUTHWEST AERIAL PERSPECTIVE SHEET INDEX - CIVIL SHEET NUMBER SHEET NAME C1.0 EXISTING CONDITIONS C1.1 DEMOLITION PLAN OVERALL C1.2 DEMOLITION PLAN NORTH C1.3 DEMOLITION PLAN SOUTH C2.0 SITE PLAN OVERALL C2.1 SITE PLAN NORTH C2.2 SITE PLAN SOUTH C3.0 GRADING PLAN OVERALL C3.1 GRADING PLAN NORTH C3.2 GRADING PLAN SOUTH C3.3 GRADING PLAN WALL ELEVATIONS C3.4 STORM WATER POLLUTION PREVENTION PLAN ( SWPPP)C3.5 SWPPP NOTES & DETAILS C3. 6 POND CROSS SECTIONS C4.0 UTILITY PLAN OVERALL C4.1 UTILITY PLAN NORTH STORM SEWER C4.2 UTILITY PLAN SOUTH STORM SEWER C4.3 UTILITY PLAN NORTH SANITARY SEWER & WATERMAIN C4.4 UTILITY PLAN SOUTH SANITARY SEWER & WATERMAIN C4. 5 STORM MAIN PROFILE C4.6 FOUNDATION DRAINTILE PLAN OVERALL C4.7 FOUNDATION DRAINTILE PLAN NORTH C4.8 FOUNDATION DRAINTILE PLAN SOUTH C8.0 CIVIL DETAILS C8.1 CIVIL DETAILS C8.2 CIVIL DETAILS C8.3 CIVIL DETAILS C8.4 CIVIL DETAILS SHEET INDEX - LANDSCAPE SHEET NUMBER SHEET NAME L1.0 TREE PRESERVATION PLAN L1.1 TREE INVENTORY SCHEDULE L2.0 LANDSCAPE PLAN OVERALL L2.1 LANDSCAPE PLAN - NORTH L2.2 LANDSCAPE PLAN - SOUTH L3.1 LANDSCAPE DETAILS REVISION DATE DESCRIPTION BY 10/25/2022 WATERSHED SUBMITTAL 11/ UP 2168 SF 145 ASSEMBLY ACCESSORY) 15A-3 7364 SF 25 MECHANICAL 300S-1 8646 SF 58 OFFICE 150B OCCUPANCY TYPE / SPACE FUNCTION A-3 B S-1 a2.2A 1 EXIT EXIT EXIT ROOF ACCESS ONLY ROOF ACCESS ONLY ENTRY EXIT OUTSIDE PATIO 12504 SF 26 WAREHOUSE 500S-1 9387 SF 63 CREW 150B 38956 SF 195 VEHICLE STORAGE 200S-2 a2.1A 2 a2.1B 3 EXIT EXIT EXIT EXIT ENTRY EXIT OCCUPANCY TYPE / SPACE FUNCTION B S-1 S-2 12023 SF 41 FLEET MAINTENANCE 300S-1 1503 SF 11 OFFICE ACCESSORY) 150B a2.1C 1 EXIT EXIT EXIT EXIT EXIT EXIT EXIT ENTRY EXIT 4054 SF 14 VEHICLE WASH 300S-1 3808 SF 8 EQUIPMENT MEZZANINE 500S-1 2894 SF 6 WAREHOUSE 500S-1 a2.2C 1 NORTH KEY PLAN DRAWING NUMBER DRAWING TITLE CLIENT I hereby certify that this drawing was prepared by me or under my direct supervision and that I am a duly registered architect under the laws of the State of Minnesota. Title: XXXX Registration Number: XXXX Date: XXXX By: Title: XXXX 4201 cedar avenue so. -minneapolis, MN 55407 tel. (612) 904-1332 -fax (612) 904-7366 STRUCTURAL MEP N O T F O R C O N S T R U C T IO N PROJECT NUMBER CIVIL / LANDSCAPE OWNER 2/17/ 2023 11:22: 09 AMAutodesk Docs:// Xcel Energy Chanhassen/2240 Xcel Chanhassen_ARCH_ R22. rvtSD0.1 1891ARBORETUMBLVD CHANHASSEN, MN 55317 XCEL ENERGY SERVICE CENTER CHANHASSEN CODE REVIEW 22401" = 20'- 0"SD0.1 2 LEVEL 1 CODE PLAN - AREA A & B 1" = 20'-0"SD0.1 3 LEVEL 0 CODE PLAN - AREA A, B & C NOTE: AREA D, ADDITIONALCOLD & COVERED STORAGE BUILDINGS AT 25,410 SF, ARE CLASSIFIED AS U OCCUPANCY 1" = 20'-0" SD0.1 5 MEZZANINE CODE PLAN - AREA C 1 HR. RATING REQUIRED REVISION DATE DESCRIPTION BY 10/25/2022 WATERSHED SUBMITTAL 11/ NOPARKINGNO PARKING NO PARKING UP 2 SD1.1 COVERED STORAGE COLD STORAGE 2COLD STORAGE 1 YARD 165, 000 SF SCREEN FENCING RADIO TOWER 65' - 6"20' - 0" 30 '- 0"27' - 0"29' - 0"24' - 0"29' - 0"24' - 0" 29' - 0" 360' 45' MATERIAL BINS POLE STORAGE SERVICE CENTER MAINTENANCE GARAGE WASH BAY FUEL ISLAND LOWER PARKING LOT UPPER PARKING LOT MAIN ENTRY ABOVE ( LEVEL 1)STORM WATER MANAGEMENT STORM WATER MANAGEMENT OUTDOOR STORAGEOUTDOOR STORAGEOUTDOOR STORAGEGATE YARD ENTRY ( TRUCK) EMP. VEH. ENTRY EXISTING WETLAND SECURITY FENCING GATE GATE SEE CIVIL/ LADSCAPE DRAWINGS FOR SCOPE OF SITE WORK SEE CIVIL/ LADSCAPE DRAWINGS FOR SCOPE OF SITE WORK SEE CIVIL/ LADSCAPEDRAWINGSFOR SCOPE OF SITE WORK HWY 5HWY 5 HWY 5 HWY 5 COULTER BLVD NORTH KEY PLAN DRAWING NUMBER DRAWING TITLE CLIENT I hereby certify that this drawing was prepared by me or under my direct supervision and that I am a duly registered architect under the laws of the State of Minnesota. Title: XXXX Registration Number: XXXX Date: XXXX By:Title: XXXX 4201 cedar avenue so. -minneapolis, MN 55407 tel. ( 612) 904- 1332 -fax (612) 904-7366 STRUCTURAL MEP N O T F O R C O N S T R U C T IO N PROJECT NUMBER CIVIL / LANDSCAPE OWNER 2/ 17/2023 11:22: 11 AMAutodesk Docs:// XcelEnergyChanhassen/2240 Xcel Chanhassen_ARCH_R22. rvtSD1.0 1891 ARBORETUM BLVD CHANHASSEN, MN 55317 XCEL ENERGY SERVICE CENTER CHANHASSEN SITE PLANS 22401" = 50'-0"SD1. 0 1 SITE PLAN REVISION DATE DESCRIPTION Level 0 952' -6" MECH. CREW FREE STOCK VEH. STOR.HIGH BAY FLEET MAINT. MECH OFFICE ABCDEFGHIJKL a b c d e f T.O. PRECAST -AREA C 1011' -0" T.O. LOW BAY PRECAST 989' -10" MECH WASHBAYMonopole150' - 0" Antenna20' - 0" 170' - 0" NORTH KEY PLAN DRAWING NUMBER DRAWING TITLE CLIENT I hereby certify that this drawing was prepared by me or under my direct supervision and that I am a duly registered architect under the laws of the State of Minnesota. Title: XXXX Registration Number: XXXX Date: XXXX By:Title: XXXX 4201 cedar avenue so. -minneapolis, MN 55407 tel. (612) 904- 1332 - fax ( 612) 904-7366 STRUCTURAL MEP N O T F O R C O N S T R U C T IO N PROJECT NUMBER CIVIL / LANDSCAPE OWNER 2/17/2023 11:22: 27 AMAutodesk Docs:// Xcel Energy Chanhassen/ 2240 Xcel Chanhassen_ARCH_ R22.rvtSD1.1 1891 ARBORETUM BLVDCHANHASSEN, MN 55317 XCEL ENERGY SERVICE CENTER CHANHASSEN SITE SECTION AND AXON 2240 SD1. 1 1 SITE AXON 1" = 40'-0"SD1.1 2 SITE SECTION REVISION DATE DESCRIPTION BY 10/ Level 1 974' -6" 4351267 T.O. OFFICE PRECAST 995' -9" 10' - 10"10' - 5"2' - 6"SD3.1 3 SD3.14 16' - 6" 4' - 9" T. O. WAREHOUSE PRECAST 985' - 0"A A A A BC C C D D E E E EE Level 1 974' -6"Level 0 952' -6" 43 512 6 7T. O. OFFICE PRECAST 995' - 9"3' - 0"3' - 0"8' - 1" 4' - 0"7' - 11" 8' - 1"2' - 0"10' - 9" 32' - 6" 21' - 3"SD3.1 4 SD3.13T. O. WAREHOUSE PRECAST 985' -0"D D D D A A A AA BF SECTION OF INDOOR VEHICLE STORAGE E E CA PRECAST CONCRETE AREA: 3, 129 SFB TOTALELEVATION AREA:5,495 SF OF TOTAL AREA: 57%METAL PANELAREA: 703 SFC OF TOTAL AREA: 13% TRANSLUCENT PANEL AREA: 673 SFD OF TOTAL AREA: 12% GLAZING AREA: 975 SFE OF TOTAL AREA: 18%A PRECAST CONCRETE AREA: 4, 917 SFB TOTALELEVATION AREA:8,424 SF OF TOTAL AREA: 58%METAL PANEL AREA: 188 SFC OF TOTAL AREA: 2% TRANSLUCENT PANEL AREA: 855 SFD OF TOTAL AREA: 10% GLAZING AREA: 2168 SFE OF TOTAL AREA: 27%OH DOOR AREA: 256 SFF OF TOTAL AREA: 3%A B PRECAST CONCRETE COLOR: WHITE FINISH:SAND BLAST PRECAST CONCRETE COLOR: CHARCOAL FINISH:ACID ETCH SMOOTH C METAL PANEL COLOR: CHARCOAL FINISH: SMOOTH D TRANSLUCENT PANEL COLOR: WHITE FINISH: NATURAL F OVERHEAD DOOR COLOR: WHITE FINISH: NATURAL G SOLAR WALL COLOR: BLACK FINISH: RIBBED H RIBBED METAL PANEL COLOR: CHARCOAL FINISH:RIBBED E CURTAIN WALL / STORFRONT COLOR: BLACK ANODIZED FINISH:NATURAL NORTH KEY PLAN DRAWING NUMBER DRAWING TITLE CLIENT I hereby certify that this drawing was prepared by me or under my direct supervision and that I am a duly registered architect under the laws of the State of Minnesota.Title: XXXX Registration Number: XXXX Date: XXXX By:Title: XXXX 4201 cedar avenue so. - minneapolis, MN 55407 tel. ( 612) 904-1332 - fax (612) 904- 7366 STRUCTURAL MEP N O T F O R C O N S T R U CTIO N PROJECT NUMBER CIVIL / LANDSCAPE OWNER 2/17/202311:22: 28 AMAutodesk Docs://Xcel Energy Chanhassen/2240 Xcel Chanhassen_ ARCH_R22.rvtSD3.1*1891 ARBORETUM BLVD CHANHASSEN, MN 55317 XCEL ENERGY SERVICE CENTER CHANHASSEN EXTERIOR ELEVATIONS -AREA A 2240 1/ 8" = TOTAL AREA: 2,870 SF AREA OF PRECAST CONCRETE: 2,735 SF OF TOTAL AREA: 95% AREA OF GLAZING: 135 SF OF TOTAL AREA: 5% AREA OF METAL PANEL: 0 SF OF TOTAL AREA: 0% AREA OF OH DOORS: 0 SF OF TOTAL AREA: 0% TOTAL AREA: 1,776 SF AREA OF PRECAST CONCRETE: 577 SF OF TOTAL AREA: 32% AREA OF GLAZING: 884 SF OF TOTAL AREA: 50% AREA OF METAL PANEL: 321 SF OF TOTAL AREA: 18% AREA OF OH DOORS: 0 SF OF TOTAL AREA: 0% Level 1 974' -6" 1 a4.1 J K L T.O. OFFICE PRECAST 995' -9" SD3.11SD3.1 2 21' - 3"4' - 9" 16' - 6" T. O. WAREHOUSE PRECAST 985' - 0"A D D Level 1 974' -6"Level0 952' -6"I1 a4. 1 JKL T.O. OFFICE PRECAST 995' - 9"T. O. PRECAST -AREA B 980' -0"SD3. 12SD3. 1 1 15' - 9" 27' - 6" 21' - 3" T.O. WAREHOUSE PRECAST 985' -0"A A D D A B PRECAST CONCRETE COLOR: WHITE FINISH:SAND BLAST PRECAST CONCRETE COLOR: CHARCOAL FINISH:ACID ETCH SMOOTH C METAL PANEL COLOR: CHARCOAL FINISH:SMOOTH D TRANSLUCENT PANEL COLOR: WHITE FINISH:NATURAL F OVERHEAD DOOR COLOR: WHITE FINISH: NATURAL G SOLAR WALL COLOR: BLACK FINISH: RIBBED H RIBBED METAL PANEL COLOR: CHARCOAL FINISH:RIBBED E CURTAIN WALL / STORFRONT COLOR: BLACK ANODIZED FINISH:NATURAL NORTH KEY PLAN DRAWING NUMBER DRAWING TITLE CLIENT I hereby certify that this drawing was prepared by me or under my direct supervision and that I am a duly registered architect under the laws of the State of Minnesota.Title: XXXX Registration Number: XXXX Date: XXXX By:Title: XXXX 4201 cedar avenue so. - minneapolis, MN 55407 tel. (612) 904-1332 -fax (612) 904-7366 STRUCTURAL MEP N O T F O R C O N S T R U C T IO N PROJECT NUMBER CIVIL / LANDSCAPE OWNER 2/ 17/ 2023 11:22:30 AMAutodesk Docs://Xcel Energy Chanhassen/ 2240 Xcel Chanhassen_ARCH_R22. rvtSD3.1.1*1891 ARBORETUM BLVD CHANHASSEN, MN 55317 XCEL ENERGY SERVICE CENTER CHANHASSEN EXTERIOR ELEVATIONS - AREA A 2240 REVISIONDATEDESCRIPTIONBY 10/25/2022 WATERSHED SUBMITTAL 11/16/2022 TEPSUBMITTAL01/12/ 2023 CITY SUBMISSION 02/17/ 2023 Level 1 974' -6" Level 0 952' -6" E F G H I J T.O. PRECAST -AREA B 980' -0" 11' - 6"16' - 0"27' - 6"F F F F FF F F A A A ABBB Level 1 974' -6"Level 0 952' - 6"A B C D ESD3. 3 1 16' - 0"A A A ABBB F F F F F FF F A PRECAST CONCRETE AREA: 6, 150 SFB TOTAL ELEVATION AREA:10,246 SF OFTOTAL AREA: 60%OH DOOR AREA: 4, 096 SFF OF TOTAL AREA: 40%A B PRECAST CONCRETE COLOR: WHITE FINISH:SAND BLAST PRECAST CONCRETE COLOR: CHARCOAL FINISH: ACID ETCH SMOOTH C METAL PANEL COLOR: CHARCOAL FINISH: SMOOTH D TRANSLUCENT PANEL COLOR: WHITE FINISH: NATURAL F OVERHEAD DOOR COLOR: WHITE FINISH: NATURAL G SOLAR WALL COLOR: BLACK FINISH: RIBBED H RIBBED METAL PANEL COLOR: CHARCOAL FINISH: RIBBED E CURTAIN WALL / STORFRONT COLOR: BLACK ANODIZED FINISH: NATURAL NORTH KEY PLAN DRAWING NUMBER DRAWING TITLE CLIENT I hereby certify that this drawing was prepared by me or under my direct supervision and that I am a duly registered architect under the laws of the State of Minnesota. Title: XXXX Registration Number: XXXX Date: XXXX By:Title: XXXX 4201 cedar avenue so. -minneapolis, MN 55407 tel. ( 612) 904-1332 -fax (612) 904-7366 STRUCTURAL MEP N O T F O R C O N S T R U C T IO N PROJECT NUMBER CIVIL / LANDSCAPE OWNER 2/17/ 2023 11: 22: 32 AMAutodesk Docs://Xcel Energy Chanhassen/2240 Xcel Chanhassen_ARCH_R22. rvtSD3.2*1891 ARBORETUM BLVD CHANHASSEN, MN 55317 XCELENERGYSERVICE CENTER CHANHASSEN EXTERIOR ELEVATIONS -AREA B 2240 1/8" = 1'- 0"SD3.2*2 AREA B - EAST ELEVATION 1/8" = 1'-0"SD3.2*1 AREA B - EAST ELEVATION 2 REVISION DATE A PRECAST CONCRETE AREA: 6,150SFB TOTAL ELEVATION AREA:10,246 SF OF TOTAL AREA: 60% OH DOOR AREA: 4,096SFF OF TOTAL AREA: 40% Level 1 974' -6" Level 0 952' -6" EFGHI2a4.1J T.O. PRECAST -AREA B 980' -0" 11' - 6"16' - 0" 27' - 6"B B BAAA A EEEEEEEE Level 1 974' - 6"Level 0 952' -6" ABCDE T. O. PRECAST - AREA B 980' -0"SD3.31 11' - 6" 16' - 0"27' - 6"E E E E E E E E AAAABBB A B PRECAST CONCRETE COLOR: WHITE FINISH:SAND BLAST PRECAST CONCRETE COLOR: CHARCOAL FINISH:ACID ETCH SMOOTH C METAL PANEL COLOR: CHARCOAL FINISH:SMOOTH D TRANSLUCENT PANEL COLOR: WHITE FINISH:NATURAL F OVERHEAD DOOR COLOR: WHITE FINISH: NATURAL G SOLAR WALL COLOR: BLACK FINISH: RIBBED H RIBBED METAL PANEL COLOR: CHARCOAL FINISH:RIBBED E CURTAIN WALL / STORFRONT COLOR: BLACK ANODIZED FINISH:NATURAL A PRECAST CONCRETE AREA: 2, 166 SFB TOTAL ELEVATIONAREA: 2,976 SF OF TOTAL AREA: 73%TRANSLUCENTPANEL AREA: 690 SFD OF TOTAL AREA: 23%OH DOOR AREA: 120SFF OF TOTAL AREA: 4%Level 0 952' -6" 2SD1.1 43 5 T. O. PRECAST - AREA B 980' -0" SD3.21SD3. 2 4 27' - 6"A A D D F NORTH KEY PLAN DRAWING NUMBER DRAWING TITLE CLIENT I hereby certify that this drawing was prepared by me or under my direct supervision and that I am a duly registered architect under the laws of the State of Minnesota.Title: XXXX Registration Number: XXXX Date: XXXX By:Title: XXXX 4201 cedar avenue so. -minneapolis, MN 55407 tel. (612) 904-1332 -fax (612) 904-7366 STRUCTURAL MEP N O T F O R C O N S T R U C T IO N PROJECT NUMBER CIVIL / LANDSCAPE OWNER 2/ 17/2023 11: 22: 35 AMAutodesk Docs://Xcel Energy Chanhassen/2240 Xcel Chanhassen_ ARCH_R22.rvtSD3.2.1* 1891 ARBORETUM BLVD CHANHASSEN, MN 55317 XCEL ENERGY SERVICE CENTER CHANHASSEN EXTERIOR ELEVATIONS -AREA B2240REVISIONDATE DESCRIPTION BY 10/25/2022 WATERSHED SUBMITTAL 11/16/2022 TEP SUBMITTAL 01/12/2023 CITY SUBMISSION 02/ 17/2023 CITY RE-SUBMISSION 1/8" = 1'-0"SD3.2.1*1 AREA B - Level 0 952' -6" MEZZANINE 968' -6" 3.14.15.05.5 EQUIPMENT MEZZANINE 988' -6" T.O. PRECAST -AREA C 1011' -0" T.O. LOW BAY PRECAST 989' -10" SD3.42 1SD3.4 1 37' - 4"58' - 6" 21' - 2" T.O. WAREHOUSE PRECAST 985' -0" A A A AAB D D DD E E E Level 0 952' -6"MEZZANINE 968' -6"3.1 4.1 5.0 5.5 EQUIPMENT MEZZANINE 988' - 6"T. O. PRECAST -AREA C 1011' - 0"T. O. LOWBAYPRECAST 989' -10"58' - 6" SD3.41SD3. 4 261' - 3" T.O. WAREHOUSE PRECAST 985' -0"B A G A PRECAST CONCRETE AREA: 6,279 SFB TOTAL ELEVATION AREA:7,117SF OF TOTAL AREA: 88% TRANSLUCENT PANEL AREA: 755 SFD OF TOTAL AREA: 10%GLAZING AREA: 83 SFE OFTOTAL AREA: 2%A PRECAST CONCRETE AREA: 6,279 SFB TOTAL ELEVATION AREA:7,359 SFOF TOTAL AREA: 85%SOLAR WALL AREA: 1,154 SFG OF TOTAL AREA: 15% A B PRECAST CONCRETE COLOR: WHITE FINISH:SAND BLAST PRECAST CONCRETE COLOR: CHARCOAL FINISH:ACID ETCH SMOOTH C METAL PANEL COLOR: CHARCOAL FINISH: SMOOTH D TRANSLUCENT PANEL COLOR: WHITE FINISH: NATURAL F OVERHEAD DOOR COLOR: WHITE FINISH: NATURAL G SOLAR WALL COLOR: BLACK FINISH: RIBBED H RIBBED METAL PANEL COLOR: CHARCOAL FINISH:RIBBED E CURTAIN WALL / STORFRONT COLOR: BLACK ANODIZED FINISH: NATURAL NORTH KEY PLAN DRAWING NUMBER DRAWING TITLE CLIENT I hereby certify that this drawing was prepared by me or under my direct supervision and that I am a duly registered architect under the laws of the State of Minnesota.Title: XXXX Registration Number: XXXX Date: XXXX By: Title: XXXX 4201 cedar avenue so. -minneapolis, MN 55407 tel. ( 612) 904-1332 -fax (612) 904-7366 STRUCTURAL MEP N O T F O R C O N S T R U C T IO N PROJECT NUMBER CIVIL / LANDSCAPE OWNER 2/ 17/2023 11: 22: 37 AMAutodesk Docs:// Xcel Energy Chanhassen/2240 XcelChanhassen_ARCH_ R22.rvtSD3.3*1891 ARBORETUM BLVD CHANHASSEN, MN 55317 XCEL ENERGYSERVICECENTER CHANHASSEN EXTERIOR ELEVATIONS -AREA C 2240 1/ 8" = 1'-0"SD3. 3*2 AREA C - NORTH ELEVATION Copy 1 1/8" = 1'-0"SD3.3*3 AREA C - SOUTH ELEVATION Copy 1 REVISION Level 0 952' -6" MEZZANINE 968' -6" abcdef EQUIPMENT MEZZANINE 988' -6" T.O. PRECAST -AREA C 1011' -0" T.O. LOW BAY PRECAST 989' -10" 21' - 2" 37' - 4"SD3. 32 SD3.3 3 58' - 6" T.O. WAREHOUSE PRECAST 985' - 0"Level 0 952' -6"MEZZANINE 968' -6" a b c d e f EQUIPMENT MEZZANINE 988' - 6"T. O. PRECAST -AREA C 1011' - 0"T. O. LOWBAYPRECAST 989' -10"58' - 6" SD3.21SD3. 3 2 21' - 2"37' - 4"58' - 6"T.O. WAREHOUSE PRECAST 985' - 0"A PRECAST CONCRETE AREA: 5,431 SFB TOTALELEVATION AREA:7,689 SF OF TOTAL AREA: 71% TRANSLUCENT PANEL AREA: 1, 160 SFD OF TOTAL AREA: 15% GLAZING AREA: 66 SFE OF TOTAL AREA: 1%OH DOORAREA: 1,024 SFF OF TOTAL AREA: 13%A PRECAST CONCRETE AREA: 5,625 SFB TOTALELEVATION AREA:7,783 SF OF TOTAL AREA: 72%TRANSLUCENTPANEL AREA: 1,006 SFD OF TOTAL AREA: 13% OH DOOR AREA: 1,150 SFF OF TOTAL AREA: 15%A B PRECAST CONCRETE COLOR: WHITE FINISH:SAND BLAST PRECAST CONCRETE COLOR: CHARCOAL FINISH:ACID ETCH SMOOTH C METAL PANEL COLOR: CHARCOAL FINISH:SMOOTH D TRANSLUCENT PANEL COLOR: WHITE FINISH:NATURAL F OVERHEAD DOOR COLOR: WHITE FINISH: NATURAL G SOLAR WALL COLOR: BLACK FINISH: RIBBED H RIBBED METAL PANEL COLOR: CHARCOAL FINISH:RIBBED E CURTAIN WALL / STORFRONT COLOR: BLACK ANODIZED FINISH:NATURAL NORTH KEY PLAN DRAWING NUMBER DRAWING TITLE CLIENT I hereby certify that this drawing was prepared by me or under my direct supervision and that I am a duly registered architect under the laws of the State of Minnesota.Title: XXXX Registration Number: XXXX Date: XXXX By:Title: XXXX 4201 cedar avenue so. -minneapolis, MN 55407 tel. (612) 904-1332 -fax (612) 904-7366 STRUCTURAL MEP N O T F O R C O N S T R U C T IO N PROJECT NUMBER CIVIL / LANDSCAPE OWNER 2/17/2023 11: 22:39 AMAutodesk Docs://Xcel Energy Chanhassen/2240 Xcel Chanhassen_ARCH_ R22.rvtSD3.4*1891ARBORETUMBLVD CHANHASSEN, MN 55317 XCEL ENERGY SERVICE CENTER CHANHASSEN EXTERIOR ELEVATIONS -AREA C 2240 1/ 8" = 1'-0"SD3.4* 1 AREA C - EAST ELEVATION 1/8" = 1'-0"SD3.4* 2 Level 1 974' -6" Level 0 952' -6" OPEN TO WALL BEHIND 7' - 4"22' - 0" 29' - 4" T. O. WAREHOUSE PRECAST 985' - 0"H Level 1 974' - 6"Level 0 952' - 6"22' - 0"7' - 4" 29' - 4" HHHHHHHHHHH Level 1 974' - 6"Level 0 952' -6" 22' - 0" H Level 1 974' -6" Level 0 952' -6" 7' - 4"22' - 0" 29' - 4"H A B PRECAST CONCRETE COLOR: WHITE FINISH: SAND BLAST PRECAST CONCRETE COLOR: CHARCOAL FINISH: ACID ETCH SMOOTH C METAL PANEL COLOR: CHARCOAL FINISH: SMOOTH D TRANSLUCENT PANEL COLOR: WHITE FINISH:NATURAL F OVERHEAD DOOR COLOR: WHITE FINISH: NATURAL G SOLAR WALL COLOR: BLACK FINISH: RIBBED H RIBBED METAL PANEL COLOR: CHARCOAL FINISH:RIBBED E CURTAIN WALL / STORFRONT COLOR: BLACK ANODIZED FINISH:NATURAL NORTH KEY PLAN DRAWING NUMBER DRAWING TITLE CLIENT I hereby certify that this drawing was prepared by me or under my direct supervision and that I am a duly registered architect under the laws of the State of Minnesota.Title: XXXX Registration Number: XXXX Date: XXXX By:Title: XXXX 4201 cedar avenue so. -minneapolis, MN 55407 tel. (612) 904-1332 -fax (612) 904- 7366 STRUCTURAL MEP N O T F O R C O N S T R U C T IO N PROJECT NUMBER CIVIL / LANDSCAPE OWNER 2/17/2023 11: 22:41 AMAutodesk Docs://Xcel Energy Chanhassen/2240 XcelChanhassen_ARCH_ R22.rvtSD3.5*1891 ARBORETUM BLVD CHANHASSEN, MN 55317XCELENERGY SERVICE CENTER CHANHASSEN EXTERIOR ELEVATIONS - AREA D 2240 1/8" = 1'- 0"SD3.5*1 COVERED STORAGE - SOUTH ELEVATION 1/ 8" = 1'-0"SD3.5* 2 COVERED STORAGE - NORTH ELEVATION 1/8" = 1'-0"SD3. 5*3 COVERD STORAGE - WEST ELEVATION 1/ Level 0 952' -6" 16' - 0"17' - 4"33' - 4" HHHHHHFFFFF Level 0 952' - 6" 33' - 4" H Level 0 952' -6" 33' - 4" H Level 0 952' -6" 33' - 4" 10' - 6" 22' - 10"HHHHHHHHHHHH A B PRECAST CONCRETE COLOR: WHITE FINISH:SAND BLAST PRECAST CONCRETE COLOR: CHARCOAL FINISH:ACID ETCH SMOOTH C METAL PANEL COLOR: CHARCOAL FINISH: SMOOTH D TRANSLUCENT PANEL COLOR: WHITE FINISH: NATURAL F OVERHEAD DOOR COLOR: WHITE FINISH: NATURAL G SOLAR WALL COLOR: BLACK FINISH: RIBBED H RIBBED METAL PANEL COLOR: CHARCOAL FINISH:RIBBED E CURTAIN WALL / STORFRONT COLOR: BLACK ANODIZED FINISH:NATURAL NORTH KEY PLAN DRAWING NUMBER DRAWING TITLE CLIENT I hereby certify that this drawing was prepared by me or under my direct supervision and that I am a duly registered architect under the laws of the State of Minnesota.Title: XXXX Registration Number: XXXX Date: XXXX By:Title: XXXX 4201 cedar avenue so. -minneapolis, MN 55407 tel. (612) 904-1332 -fax (612) 904-7366 STRUCTURAL MEP N O T F O R C O N S T R U C T IO N PROJECT NUMBER CIVIL / LANDSCAPE OWNER 2/ 17/ 2023 11:22:44AMAutodeskDocs:// Xcel Energy Chanhassen/2240 Xcel Chanhassen_ ARCH_R22.rvtSD3.6*1891 ARBORETUM BLVD CHANHASSEN, MN 55317 XCEL ENERGY SERVICE CENTER CHANHASSEN EXTERIORELEVATIONS -AREA D 2240 1/8" = 1'-0" SD3.6*1 COLDSTORAGE1 - NORTH ELEVATION 1/8" = 1'-0" SD3.6*2 COLD STORAGE 1 - EAST ELEVATION 1/ 8" = 1'-0"SD3.6* 3 COLD STORAGE 1 - WEST ELEVATION 1/8" = 1'-0"SD3. 6* Level 1 974' -6" Level 0 952' -6" MEZZANINE 968' -6" MATCH LINEH HHHFFF FF Level 1 974' - 6"Level 0 952' - 6" MEZZANINE 968' - 6"MATCH LINEF FF F FHHHHH Level 1 974' -6" Level 0 952' - 6"H Level 1 974' -6" Level 0 952' - 6"H Level 1 974' - 6"MATCH LINEHHHHHHHHH Level 1 974' - 6"MATCH LINEHHHHH HHHHH A B PRECAST CONCRETE COLOR: WHITE FINISH: SAND BLAST PRECAST CONCRETE COLOR: CHARCOAL FINISH: ACID ETCH SMOOTH C METAL PANEL COLOR: CHARCOAL FINISH: SMOOTH D TRANSLUCENT PANEL COLOR: WHITE FINISH: NATURAL F OVERHEAD DOOR COLOR: WHITE FINISH: NATURAL G SOLAR WALL COLOR: BLACK FINISH: RIBBED H RIBBED METAL PANEL COLOR: CHARCOAL FINISH:RIBBED E CURTAIN WALL / STORFRONT COLOR: BLACK ANODIZED FINISH: NATURAL NORTH KEY PLAN DRAWING NUMBER DRAWING TITLE CLIENT I hereby certify that this drawing was prepared by me or under my direct supervision and that I am a duly registered architect under the laws of the State of Minnesota.Title: XXXX Registration Number: XXXX Date: XXXX By:Title: XXXX 4201 cedar avenue so. -minneapolis, MN 55407 tel. (612) 904-1332 - fax ( 612) 904-7366 STRUCTURAL MEP N O T F O R C O N S T R U C T IO N PROJECT NUMBER CIVIL / LANDSCAPE OWNER 2/ 17/2023 11: 22:46 AMAutodesk Docs:// Xcel Energy Chanhassen/2240 Xcel Chanhassen_ ARCH_R22.rvtSD3.7*1891 ARBORETUM BLVD CHANHASSEN, MN 55317 XCEL ENERGY SERVICE CENTER CHANHASSEN EXTERIOR ELEVATIONS -AREA D 2240 1/8" = 1'-0"SD3.7* 1 COLD STORAGE 2 - WEST ELEVATION 1 1/8" = 1'-0"SD3. 7*2 COLD STORAGE2 - WEST ELEVATION 2 1/8" = 1'-0" SD3.7*3 COLDSTORAGE2 - SOUTH ELEVATION 1/8" = 1'-0"SD3. 7*4 COLD STORAGE2 - NORTH ELEVATION 1/8" = 1'-0"SD3.7* 5 COLD STORAGE 2 - EAST ELEVATION 1 1/8" = 1'-0"SD3.7*6 COLD STORAGE 2 - EAST ELEVATION 2 REVISION DATE DESCRIPTION BY 10/ 25/ NORTH KEY PLAN DRAWING NUMBER DRAWING TITLE CLIENT I hereby certify that this drawing was prepared by me or under my direct supervision and that I am a duly registered architect under the laws of the State of Minnesota. Title: XXXX Registration Number: XXXX Date: XXXX By: Title: XXXX 4201 cedar avenue so. -minneapolis, MN 55407 tel. (612) 904-1332 -fax (612) 904-7366 STRUCTURAL MEP N O T F O R C O N S T R U C T IO N PROJECT NUMBER CIVIL / LANDSCAPE OWNER 2/16/ 2023 9:50: 39 AMW:\2021\ 21602\GRAPHICS\ Rendering - 3D\ 2240 Xcel Chanhassen_RENDERINGS_ R22- LOUCKSMASTER.rvtSD6.1 1891 ARBORETUM BLVD CHANHASSEN, MN 55317 XCEL ENERGY SERVICE CENTER CHANHASSEN RENDERED 3D VIEWS 21602 REVISION DATE DESCRIPTION BY 10/25/2022 WATERSHED SUBMITTAL 11/16/ 2022 TEP SUBMITTAL 11/ 16/2022 SCHEMATIC DESIGN PACKAGE SD6.1 6 HWY 5 East Bound SD6.1 5 AERIAL VIEW 2 SD6.1 4 HWY 5 West Bound NORTH KEY PLAN DRAWING NUMBER DRAWING TITLE CLIENT I hereby certify that this drawing was prepared by me or under my direct supervision and that I am a duly registered architect under the laws of the State of Minnesota. Title: XXXX Registration Number: XXXX Date: XXXX By: Title: XXXX 4201 cedar avenue so. -minneapolis, MN 55407 tel. (612) 904-1332 -fax (612) 904-7366 STRUCTURAL MEP N O T F O R C O N S T R U C T IO N PROJECT NUMBER CIVIL / LANDSCAPE OWNER 2/16/ 2023 9:50: 40 AMW:\2021\ 21602\GRAPHICS\ Rendering - 3D\ 2240 Xcel Chanhassen_RENDERINGS_ R22- LOUCKSMASTER.rvtSD6.2 1891 ARBORETUM BLVD CHANHASSEN, MN 55317 XCEL ENERGY SERVICE CENTER CHANHASSEN RENDERED 3D VIEWS 21602 REVISION DATE DESCRIPTION BY 10/25/2022 WATERSHED SUBMITTAL 11/ 16/2022 TEP SUBMITTAL 11/ 16/2022 SCHEMATIC DESIGN PACKAGE SD6. 2 1 COULTER EAST BOUND SD6.2 2 YARD ENTRY SD6.2 3 COULTER NORTH KEY PLAN DRAWING NUMBER DRAWING TITLE CLIENT I hereby certify that this drawing was prepared by me or under my direct supervision and that I am a duly registered architect under the laws of the State of Minnesota. Title: XXXX Registration Number: XXXX Date: XXXX By: Title: XXXX 4201 cedar avenue so. -minneapolis, MN 55407 tel. (612) 904-1332 -fax (612) 904-7366 STRUCTURAL MEP N O T F O R C O N S T R U C T IO N PROJECT NUMBER CIVIL / LANDSCAPE OWNER 2/16/ 2023 9:50: 40 AMW:\2021\ 21602\GRAPHICS\ Rendering - 3D\ 2240 Xcel Chanhassen_RENDERINGS_ R22- LOUCKSMASTER.rvtSD6.3 1891 ARBORETUM BLVD CHANHASSEN, MN 55317 XCEL ENERGY SERVICE CENTER CHANHASSEN RENDERED 3D VIEWS 21602 REVISION DATE DESCRIPTION BY 10/25/2022 WATERSHED SUBMITTAL 11/16/ 2022 TEP SUBMITTAL 11/16/2022 SCHEMATIC DESIGN PACKAGE 1/8" = 1'-0"SD6.3 1 NW AXON 1/ 3506 5 STC 3 0 R C P 945.1535068 STC 1 2 R C P 944.0 3 40163 UPD.C COMM 952.21 40165 UPD.C 952.10 45180 GND 947.19 45181 GND 945.6245182 GND 947.42 45185 VLN B 946.74 45186 VLN 946.94 45187 GND 948.2545188 GND 949.73 45189 GND 950.26 45190 GND 950.25 45202 GND 953.27 45203 GND 952.36 45204 GND 950.29 45205 GND 952.00 45206 GND 950.86 45207 GND 952.50 45208 GND 953.26 45209 GND 952.22 45210 GND 951.06 45211 GND 950.2545212 GND 951.69 45215 GND 950.90 45216 GND 952.97 45217 GND 953.80 45218 GND 950.17 45219 FNB B 948.62 45220 VLN1 B 949.15 45221 GND 954.48 45222 GND 953.88 45223 GND 950.29 45224 VLN1 950.65 45225 GND 953.58 45226 VLN1 951.26 45227 GND 948.38 45228 VLN1 947.86 45229 GND 951.00 45230 GND 953.52 45231 GND 952.75 45232 GND 949.34 45233 VLN1 947.58 45234 GND 952.60 45235 GND 952.57 45236 GND 949.29 45237 GND 948.20 45238 VLN1 946.49 45239 GND 949.63 45240 GND 950.50 45241 VLN1 949.24 45242 GND 952.49 45243 GND 955.05 45244 GND 954.25 45245 GND 954.19 45246 GND 953.22 45247 GND 953.37 45248 GND 953.04 45249 GND 953.37 45250 GND 954.39 45251 GND 953.19 45252 GND 954.55 45253 GND 954.54 45254 GND 954.76 45255 GND 954.05 45256 GND 953.60 45257 GND 954.45 45258 GND 953.68 45259 GND 954.51 45260 GND 954.50 45261 GND 956.34 45313 GND 955.54 45314 GND 956.44 45315 GND 955.34 45316 GND 954.80 45317 GND 954.11 45318 GND 954.27 45319 GND 955.14 45320 GND 954.10 45321 GND 955.34 45322 GND 955.18 45323 GND 955.78 45324 GND 955.99 45325 GND 955.68 45326 GND 956.11 45369 GND 956.36 45370 GND 955.80 45371 GND 955.75 45373 GND 955.84 45374 GND 954.84 45375 GND 952.88 45376 GND 951.80 45377 GND 955.29 45378 GND 953.60 45379 GND 956.18 45380 GND 955.71 45389 954.62 45390 GND 954.14 45391 GND 956.32 45392 GND 956.40 45393 GND 957.05 45394 GND 956.44 45395 GND 956.44 45396 GND 954.44 45397 GND 953.76 45398 GND 952.22 45399 GND 951.00 45400 GND 954.11 45401 GND 953.70 45402 GND 955.87 45403 GND 955.55 45404 GND 956.78 45405 GND 956.00 45406 GND 953.04 45407 GND 951.68 45408 GND 950.44 45409 GND 951.55 45410 GND 950.94 45411 VLN1 950.05 40000 CGB B 967.44 40001 CGB AB 966.84 40002 CGB 965.52 40007 CL B AB 966.59 40008 CL 965.32 40009 CL 964.18 40010 CGB 963.79 40011 CGB AE 962.77 40012 CL AE 963.0240013 CL 961.94 40014 CGB 961.8640015CGB 960.85 40018 CL 961.2640019 CL 960.26 40020 CGB 959.92 40022 CGB 959.21 40023 CL 959.6340024 CL 958.45 40025 CL 958.10 40026 CGB 957.9840029 CGB 956.70 40030 CL 956.9540031CL 955.33 40036 CGB 954.8640037CGB 953.40 40039 CL 953.3140040 CL AB 951.35 40041 CGB AB 951.43 40042 CGB 949.77 40043 CGB AE AB 948.25 40044 CL 949.09 40046 CL 946.89 40047 CGB 946.30 40048 CGB 944.50 40049 CL 944.54 40050 CL 942.69 40051 CGB 942.15 40053 CGB 940.81 40056 CL 940.86 40058 CL 939.54 40059 CGB 939.72 40060 CGB 938.62 40061 CL 938.71 40062 CL 937.74 40063 CGB 937.58 40064 CGB 936.42 40065 CL 936.74 40066 CL AE 935.78 40068 CGB 935.48 40069 CGB AE 935.34 40070 CL 935.29 40071 CL 934.96 40072 CGB 934.90 40073 CGB 934.61 40078 CL 934.83 40079 CL 934.94 40080 CGB 934.71 40082 CGB 934.98 935.27 40108 CON 935.41 40109 CON1 935.56 40111 CON 935.30 40112 CON1 935.44 40113 CON1 935.42 40114 CON 935.20 40116 CON 935.17 40117 CON1 935.40 40118 CON1 935.45 40119 CON 935.17 40121 CON 935.56 40122 CON1 935.54 40123 CON1 E 936.03 40124 CON1 B 935.8140125 CON 935.80 40127 CON1 AB 936.44 40128 CON AB 936.40 40129 CON 937.46 40130 CON1 937.76 40131 CON1 AE 938.28 40132 CON AE 938.34 40134 CON1 939.42 40135 CON 939.52 40136 CON 940.6740137VHA4 940.61 40138 BIT E 940.54 40139 BIT E 940.85 40140 CON AB 941.30 40141 CON1 AB 941.26 40142 CON1 943.08 40143 CON 942.91 40145 CON 944.85 40146 CON1 945.71 40148 CON 947.16 40149 CON1 947.34 40150 CON1 949.15 40151 CON 949.14 40153 CON AE 950.74 40154 CON1 AE 950.92 40155 CON1 951.68 40156 CON1 951.82 40157 CON1 952.08 40162 CON1 952.05 40166 CON 951.54 40168 CON 953.72 40169 CON1 954.08 40171 CON 955.52 40172 CON1 955.72 40173 CON1 957.12 40174 CON 956.78 40176 CON 957.97 40177 CON1 958.30 40178 CON1 959.58 40179 CON 959.48 40182 CON 960.35 40183 CON1 960.47 40184 CON1 961.16 40185 CON 961.22 40186 CON 962.36 40188 CON1 962.21 40189 CON1 AB 962.87 40190 CON AB 962.72 40191 CON 964.00 40192 CON1 964.12 40194 CON 964.92 40195 CON1 965.06 40196 CON1 AE 966.47 40197 CON1 E 967.06 40198 CON AE 966.25 40199 CON E 967.00 40238 GND 936.38 40239 GND 943.86 40240 GND 945.95 40241 GND 944.60 40242 VLN B J45185 946.24 40243 VLN 945.41 40244 GND 946.02 40245 GND 946.33 40246 GND 945.83 40247 VLN 946.42 40248 VLN E J45186 947.85 40249 GND 947.78 40250 GND 950.01 40251 GND 947.15 40252 GND 946.92 40253 GND 949.44 40254 GND 949.88 40255 GND 950.58 40256 VLN B J45220 943.39 40257 VLN 939.53 40258 GND 940.59 40259 GND 944.38 40260 GND 947.46 40261 GND 943.39 40262 GND 939.32 40263 GND 941.51 40264 GND 937.73 40265 GND 938.83 40266 GND 940.18 40267 GND 942.15 40268 GND 936.51 40269 VLN 936.19 40270 GND 935.59 40271 VLN 934.77 40272 GND 933.20 40273 VLN 934.90 40274 GND 932.36 40275 GND 928.60 40276 GND 926.17 40277 GND 934.50 40278 GND 935.76 40279 GND 938.51 40280 GND 939.14 40281 GND 938.88 40282 GND 938.40 40283 GND 941.87 40284 GND 942.58 40285 GND 944.52 40286 GND 945.05 40287 GND 944.36 40288 GND 944.2440289 GND 945.24 40290 GND 944.50 40291 GND 945.28 40292 GND 945.20 40293 GND 945.01 40294 GND 934.54 40295 GND 934.79 40296 GND 934.42 40297 GND 936.01 40298 VLN 934.97 40299 GND 934.61 40300 GND 936.39 40301 GND 935.48 40302 VLN 935.60 40303 GND 935.94 40304 GND 929.89 40305 VLN 932.28 40306 VLN E 924.83 40307 GND 926.36 40308 GND 930.84 40309 GND 939.27 40310 GND 943.62 40311 GND 944.8040312 GND 944.4540313GND 944.34 40314 GND 944.48 40315 GND 944.03 40316 GND 943.95 40317 GND 943.23 40318 GND 942.28 40319 GND 941.71 40320 GND 943.09 40321 GND 939.55 40322 GND 936.40 40323 GND 931.6240325GND 938.96 40326 GND 937.29 40327 GND 936.92 40328 GND 936.12 40329 GND 964.59 40330 GND 964.93 40331 GND 964.69 40332 GND 963.60 40333 GND 961.89 40334 GND 962.70 40335 GND 965.21 40336 GND 966.08 40337 GND 967.30 40338 GND 965.55 40339 GND 964.00 40340 GND 965.48 40341 GND 961.48 40342 GND 960.56 40343 GND 958.65 40344 GND 958.98 40345 GND 958.32 40346 GND 956.36 40347 GND 957.21 40348 GND 956.17 40349 GND 959.49 40350 GND 962.87 40351 GND 962.66 40352 GND 964.81 40353 GND 965.05 40354 GND 961.62 40355 GND 962.77 40356 GND 965.20 40357 GND 964.61 40358 GND 963.20 40359 GND 961.67 40360 GND 961.20 40361 GND 959.85 40362 GND 958.88 40363 GND 957.58 40364 GND 958.83 40365 GND 957.21 40366 GND 958.31 40367 GND 957.42 40368 GND 957.43 40369 GND 955.96 40370 GND 954.74 40371 GND 953.92 40372 GND 953.18 40373 GND 953.07 40382 GND 953.91 40383 GND 954.57 40384 GND 954.67 40385 GND 955.55 40386 GND 956.04 40387 GND 952.86 40389 GND 952.37 40391 GND 951.52 40394 GND 950.75 40397 GND 949.59 40399 GND 949.86 40400 GND 949.29 40404 GND 950.02 40412 GND 953.20 40413 VLN B J30339 953.46 40415 GND 953.1240417 GND 953.92 40418 GND 953.59 40419 VLN 954.23 40422 VLN E GDEN B 954.03 40423 GDEN 954.45 40426 GDEN 956.17 40427 GND 957.23 40428 GND 958.34 40429 GND 955.32 40430 GND 957.68 40431 GND 954.79 40432 GND 953.52 40433 GND 953.08 40434 GND 952.74 40435 GND 953.96 40436 GND 959.07 40437 GDEN 959.17 40438 GDEN 962.86 40439 GND 965.48 40442 GND 967.87 40444 GDEN 965.39 40445 GND 963.78 40447 OHU E J40446 955.52 40450 GND 969.88 40451 GND 967.09 40452 GDEN 964.25 40453 GDEN 964.53 40454 GND 966.81 40455 GDEN 968.43 40456 GDEN 971.87 40457 GND 972.26 40458 GND 967.92 40459 GND 968.70 40460 GND 975.7440461GDEN 975.99 40462 GND 978.10 40463 GND 969.32 40464 GND 977.50 40465 GND 979.5840466GDEN 979.70 40467 GND 979.54 40468 GND 977.48 40469 GDEN 977.39 40470 GND 978.18 40472 GND 979.51 40473 GND 970.69 40474 GND 970.60 40475 GND 970.25 40476 GND 976.09 40477 GDEN 975.60 40478 GDEN 974.01 40479 GDEN 972.52 40481 GND 970.9340482 VLN B 969.60 40483 VLN GND 970.78 40484 GND 970.97 40485 VLN 969.08 40486 GND 969.57 40487 GDEN E VLN 971.28 40488 VLN 969.23 40489 GND 968.34 40490 VLN 967.32 40491 VLN 966.88 40492 GND 965.63 40493 GND 970.84 40494 VLN 962.76 40495 GND 961.41 40496 GND 958.23 40497 VLN 957.13 40498 GND 955.79 40499 VLN 955.41 40500 GND 954.67 40501 GND 952.11 40502 VLN 950.44 40503 VLN 947.79 40504 GND 947.95 40505 VLN 947.57 40506 GND 946.58 40507 GND 947.59 40508 GND 947.47 40509 VLN 948.02 40510 GND 947.50 40511 GND 947.95 40512 GND 948.10 40513 GND 948.09 40514 GND 948.10 40515 VLN E J30327 GDEN E J30328 947.88 40516 GND 948.39 40517 GND 948.73 40518 GND 948.5740519 VLN E J30327 948.50 40520 GND 955.87 40521 GND 953.94 40522 GND 953.57 40523 GND 953.69 40524 GND 953.77 40525 GND 953.04 40526 GND 953.17 40527 GND 951.14 40528 GND 951.34 40529 GND 944.32 40530 GND 945.09 40531 BIT B J40138 941.99 40532 BIT 941.01 40533 BIT AB 938.91 40534 BIT 937.69 40535 BIT AE AB 936.14 40536 BIT 934.71 40537 BIT E AE 933.57 40538 BIT B AB 933.21 40539 BIT 934.44 40540 BIT AE AB 935.48 40541 BIT 936.72 40542 BIT AE 938.60 40543 BIT 940.74 40544 BIT E J40139 941.93 40545 GND 945.11 40546 GND 949.88 40547 GND 942.12 40548 GND 941.44 40549 GND 939.89 40550 GND 940.57 40551 GND 937.7740552 GND 937.90 40553 GND 932.33 40554 GND 928.34 40555 GND 929.89 40556 GND 939.11 40557 GND 935.78 40558 GND 937.08 40559 GND 933.88 40560 VLN1 B 933.84 40561 GND 935.72 40562 GND 937.52 40563 GND 938.35 40564 GND 937.38 40565 VLN1 E J30039 937.89 40566 VLN1 B J30039 937.26 40567 GND 936.85 40568 GND 936.93 40569 VLN1 936.42 40570 GND 935.48 40571 GND 936.86 40572 VLN1 937.01 40573 GND 937.76 40574 VLN1 938.91 40575 VLN1 939.32 40576 GND 940.03 40577 VLN1 941.14 40578 GND 943.13 40579 GND 943.09 40580 VLN1 945.70 40581 GND 947.83 40582 VLN1 949.73 40583 VLN1 949.14 40584 GND 948.93 40585 VLN1 E J40519 948.43 40586 GND 949.09 40587 GND 948.88 40588 GND 947.98 40589 GND 948.04 40590 GND 947.46 40591 GND 947.33 40592 GND 947.25 40593 GND 945.53 40594 GND 945.57 40595 GND 945.67 40596 GND 943.15 40597 GND 941.99 40598 GND 944.3740599 GND 944.83 40600 GND 944.63 40601 GND 944.42 40602 GND 944.38 40603 GND 944.08 40604 GND 943.60 40605 GND 943.46 40606 GND 942.69 40607 GND 943.34 40608 GND 942.35 40609 WTR B 3' WIDE CTRLN 938.78 40611 TEL B 966.9740612 TEL B 962.63 40613 ELC B 962.69 40614 ELC 961.94 40615 TEL 962.53 40616 TEL 956.87 40617 ELC 956.90 40618 ELC 956.26 40619 ELC E 956.26 40620 TEL 955.6640621 TEL E 952.94 40622 ELC B 951.76 40623 ELC E 952.18 40624 TEL B 951.42 40625 TEL 946.71 40626 TEL E 941.18 40631 GND 966.47 40633 GND 967.28 40634 GND 968.66 40635 GND 970.14 40636 GND 968.66 40637 VLN B J40482 967.85 40638 VLN 965.63 40639 GND 965.82 40640 GND 967.04 40641 GND 967.52 40642 GND 966.20 40644 GND 966.75 40645 GND 964.44 40646 GND 963.72 40647 VLN 964.41 40648 VLN 962.39 40649 VLN 959.62 40650 GND 958.80 40651 GND 957.50 40652 VLN 957.48 40653 GND 960.90 40654 GND 960.58 40655 GND 964.59 40656 GND 965.90 40657 GND 968.92 40658 GND 965.99 40659 GND 968.34 40660 GND 964.90 40661 GND 964.26 40662 GND 957.92 40663 GND 964.21 40664 GND 968.77 40665 GND 964.85 40666 GND 960.0140667 GND 956.70 40668 VLN 956.25 40669 GND 956.37 40670 GND 958.73 40671 VLN 962.42 40672 GND 964.08 40673 GND 965.33 40674 GND 966.97 40675 GND 960.87 40676 GND 961.54 40677 GND 960.46 40678 GND 956.81 40679 GND 953.00 40680 GND 952.42 40681 VLN 952.8440682 GND 952.51 40683 GND 952.14 40684 GND 958.64 40685 GND 961.18 40686 GND 960.79 40687 GND 955.77 40688 GND 953.95 40689 GND 955.0240690 GND 954.48 40691 GND 958.55 40692 GND 962.46 40693 GND 965.27 40694 GND 965.30 40695 GND 966.03 40696 GND 965.89 40697 GND 965.11 40698 GND 952.22 40699 GND 950.82 40700 GND 949.34 40701 GND 950.94 40702 GND 949.54 40703 VLN 950.80 40704 GND 952.09 40705 VLN 946.28 40706 GND 947.16 40707 GND 947.17 40708 GND 944.51 40709 VLN 943.8040710 GND 942.32 40711 GND 943.91 40712 VLN 943.8540713 GND 943.51 40714 GND 944.29 40715 VLN 944.34 40716 VLN 942.68 40717 GND 942.54 40718 GND 942.20 40719 GND 940.81 40720 GND 939.2440721 VLN 939.30 40722 GND 939.12 40723 GND 937.48 40724 GND 937.60 40725 GND 931.02 40726 GND 929.67 40727 GND 935.43 40728 VLN 935.96 40729 WTR1 B 3'CL 925.54 40730 WTR1 2'CL 925.79 40731 GND 927.55 40732 GND 928.64 40733 GND 935.10 40734 VLN 937.78 40735 GND 940.22 40736 GND 940.46 40737 GND 941.53 40738 VLN 941.99 40739 GND 939.7740740 GND 941.87 40741 GND 942.95 40742 GND 931.12 40743 WTR1 926.98 40744 GND 929.90 40745 GND 936.91 40746 GND 935.4440747 GND 932.3140748 GND 930.22 40749 WTR1 927.78 40750 GND 929.61 40751 GND 936.28 40752 GND 940.44 40753 GND 942.82 40754 VLN 939.71 40755 VLN 938.53 40756 GND 940.98 40757 GND 935.62 40758 GND 930.54 40759 WTR1 928.90 40760 WTR1 928.98 40761 GND 931.17 40762 GND 935.92 40763 GND 931.51 40764 VLN 932.49 40765 WTR1 929.41 40766 WTR1 929.59 40767 GND 930.7640768 GND 930.82 40769 WTR1 929.96 40770 GND 931.26 40771 GND 931.54 40772 GND 931.90 40773 WTR1 930.20 40774 GND 932.12 40775 WTR1 931.00 40776 GND 932.23 40777 GND 934.60 40778 GND 932.69 40779 WTR1 2' 931.7840780 GND 935.10 40781 GND 934.02 40782 VLN 934.16 40783 GND 935.72 40784 WTR1 E 3' 932.12 40785 GND 935.27 40786 GND 935.82 40787 VLN 936.20 40788 GND 938.66 40789 GND 940.37 40790 VLN 940.37 40791 VLN 941.08 40792 GND 941.34 40793 GND 942.79 40794 VLN 943.76 40795 GND 944.41 40796 GND 942.22 40797 GND 941.93 40798 GND 944.56 40799 GND 947.25 40800 GND 946.51 40801 GND 943.95 40802 VLN 945.86 40803 GND 946.69 40804 VLN 944.72 40805 GND 943.63 40806 GND 944.32 40807 VLN 945.14 40808 GND 944.99 40809 VLN 946.90 40810 GND 944.31 40811 GND 943.24 40812 GND 942.44 40813 GND 942.92 40814 GND 941.15 40815 GND 940.51 40816 GND 938.15 40817 GND 938.08 40818 GND 938.48 40819 GND 932.27 40820 GND 932.53 40821 GND 931.53 40822 GND 930.86 40823 GND 935.53 40824 GND 937.70 40825 GND 936.73 40826 GND 937.70 40827 GND 938.48 40828 GND 939.12 40829 GND 939.74 40830 GND 941.80 40831 GND 940.08 40832 GND 943.23 40833 GND 941.42 40834 GND 940.05 40835 GND 938.89 40836 GND 937.56 40837 GND 939.46 40838 GND 939.97 40839 GND 941.22 40840 GND 940.42 40841 GND 939.87 40842 GND 939.70 40843 GND 939.30 40844 GND 940.36 40845 GND 940.87 40846 GND 941.07 40847 GND 942.13 40848 GND 941.87 40849 GND 941.68 40850 VLN 949.08 40851 GND 950.11 40852 GND 953.34 40853 GND 953.0740854 VLN 952.61 40855 GND 952.75 40856 GND 951.24 40857 GND 951.65 40858 VLN 951.83 40859 GND 952.61 40860 GND 957.96 40861 GND 953.43 40862 GND 953.10 40863 GND 954.14 40864 VLN 952.32 40865 VLN 955.91 40866 GND 955.66 40867 GND 957.11 40868 GND 959.17 40869 GND 960.16 40870 GND 960.24 40871 GND 956.14 40872 VLN 957.43 40873 VLN 965.06 40874 GND 962.93 40875 GND 959.79 40876 GND 963.16 40877 GND 963.31 40878 VLN 964.42 40879 VLN 964.95 40880 VLN E 965.47 40883 BIT B AB J40538 928.12 40884 BIT 926.4740885 BIT AE 924.48 40886 BIT CON B 923.72 40887 BIT 923.56 40888 BIT AB 924.43 40889 BIT 926.03 40890 BIT E AE J40537 928.60 40891 RWG B 928.30 40892 RWG 928.73 40893 RWG 936.47 40894 RWG 936.58 40895 RWG 936.57 40896 RWG 936.07 40897 RWG 936.04 40898 GND 935.30 40899 GND 930.60 40900 STEP B J40123 935.97 40901 STEP CON1 B 934.03 40902 STEP CON2 B 933.98 40903 STEP E J40124 935.80 40904 STEP B CON2 E 933.82 40905 STEP CON1 E 934.0140906 GND 935.09 40907 STEP CON1 B 932.05 40908 STEP F CON2 B 931.87 40909 STEP B CON2 E 931.88 40910 STEP CON1 E 932.02 40911 STEP CON1 B 930.03 40912 STEP F CON2 B 929.87 40913 STEP B CON2 E 929.92 40914 STEP CON1 E 930.02 40915 STEP CON1 B AB 928.24 40916 STEP F CON2 B AB 928.08 40917 CON2 927.98 40918 CON2 E AE STR B 928.06 40919 CON1 928.07 40920 CON1 E AE STR 928.25 40921 STEP CON1 B 926.3540922 STEP F CON2 B 926.15 40923 STEP B CON2 E 926.13 40924 STEP CON1 E 926.18 40925 CON 924.0440926 CON 924.07 40927 CON E STR 924.3340928 STEP F CON B 924.20 40929 CON 923.9840930 CON 923.37 40931 CON 922.27 40932 CON 922.36 40933 CON E 922.54 40934 CON B 922.00 40935 CON RWG1 B 921.99 40936 CON 921.98 40937 CON E J40887 923.16 40938 RWG 928.64 40939 RWG 927.88 40940 RWG 922.68 40941 GND 923.42 40942 GND 923.95 40943 GND 928.21 40944 GND 929.51 40945 GND 922.47 40946 GND 922.21 40947 GND 919.89 40949 RWG1 922.14 40950 RWG1 E 920.67 40951 GND 920.78 40952 WTR1 B 3'CL 919.59 40953 RWG F 922.44 40954 GND 920.88 40955 GND 921.71 40956 WTR1 919.44 40957 WTR1 919.66 40958 GND 921.89 40959 GND 921.98 40960 GND 921.13 40961 GND 925.23 40962 WTR1 921.04 40963 WTR1 E 920.94 40964 GND 923.0040965 GND 922.56 40966 GND 929.77 40967 GND 927.1540968 GND 924.38 40969 GND 923.20 40970 STRM INV 24"RCP 920.18 40972 WTR1 B 3'CL 921.04 40973 GND 922.53 40974 GND 923.16 40975 GND 924.30 40976 WTR1 921.21 40977 WTR1 921.35 40978 GND 923.84 40979 WTR1 921.45 40980 GND 923.17 40981 GND 924.61 40982 GND 924.52 40983 WTR1 921.55 40984 GND 923.31 40985 WTR1 921.84 40986 WTR1 922.04 40987 GND 923.6340988 GND 926.51 40989 GND 923.43 40990 GND 928.35 40991 GND 933.17 40992 GND 926.70 40993 GND 924.79 40994 GND 926.58 40995 GND 933.63 40996 GND 932.55 40997 GND 924.69 40998 WTR1 922.22 40999 GND 924.6841000GND 924.87 41001 GND 925.93 41002 WTR1 4' 922.60 41003 GND 924.74 41004 GND 935.89 41005 GND 932.36 41006 GND 936.27 41007 WTR1 923.08 41008 WTR1 922.81 41009 WTR1 923.07 41010 GND 925.1241011 GND 925.06 41012 GND 929.16 41013 WTR1 923.7341014GND 925.59 41015 GND 926.79 41016 GND 930.54 41017 GND 929.36 41018 GND 929.07 41019 GND 926.02 41020 WTR1 924.16 41021 GND 929.67 41022 GND 934.15 41023 GND 933.83 41024 GND 935.99 41025 GND 935.35 41026 GND 936.9841027 GND 931.34 41028 WTR1 924.35 41029 GND 928.84 41030 GND 927.72 41031 WTR1 925.03 41032 GND 928.97 41033 GND 928.17 41034 WTR1 924.84 41035 WTR1 3'CL 925.18 41036 WTR1 925.38 41037 WTR1 E J40729 925.64 41038 GND 928.65 41039 GND 929.9741040 GND 925.5341041 GND 928.44 41042 GND 928.60 41043 GND 936.67 41044 GND 940.53 41045 GND 935.47 41046 GND 942.97 41047 GND 945.30 41048 GND 945.95 41049 GND 945.55 41050 GND 943.72 41051 GND 941.44 41052 GND 943.28 41053 GND 945.28 41054 GND 942.43 41055 GND 939.84 41056 GND 940.29 41057 GND 940.64 41058 GND 942.19 41059 GND 943.74 41060 GND 945.14 41061 GND 943.24 41062 VLN J45411 948.22 41063 VLN E 947.54 41064 GND 946.07 41065 GND 941.05 41066 GND 941.27 41067 GND 946.45 41068 GND 946.16 41069 GND 946.13 41070 GND 947.26 41071 GND 949.01 41072 GND 949.48 41073 GND 946.53 41074 GND 951.52 41075 GND 948.40 41076 GND 952.21 41077 GND 944.53 41078 GND 944.55 41079 GND 939.47 41080 GND 937.63 41081 GND 935.50 41082 GND 933.75 41083 GND 938.34 41084 GND 937.31 41085 GND 932.10 41086 GND 931.56 41087 GND 932.20 41088 GND 935.70 41089 GND 938.78 41090 GND 944.23 41091 GND 936.54 41092 GND 934.4241093 GND 940.14 41094 GND 937.91 41095 GND 938.55 41096 GND 938.86 41097 GND 938.70 41098 GND 939.5141099GND 938.91 41100 GND 942.27 41101 GND 931.83 41102 GND 932.53 41103 GND 938.26 41104 GND 931.31 41105 GND 931.24 41106 GND 935.91 41107 GND 931.28 41108 GND 930.89 41109 GND 936.04 41110 GND 942.21 41111 GND 929.88 41112 GND 930.21 41113 GND 928.8441114 GND 928.9341115 GND 935.03 41116 GND 939.02 41117 GND 936.47 41118 GND 930.50 41119 GND 928.79 41120 GND 925.87 41121 GND 926.88 41122 GND 926.65 40374 WET B 2-1 955.03 40375 WET 2-2 954.4240376 WET 2-3 954.23 40377 WET 2-4 953.88 40378 WET 2-5 952.70 40379 WET 2-6 952.94 40380 WET 2-7 952.77 40381 WET 2-8 952.64 40388 WET 2-9 951.90 40390 WET 2-10 951.15 40392 WET 2-11 950.84 40393 WET 2-13 950.15 40395 WET 2-14 949.50 40396 WET 2-15 949.25 40398 WET 2-16 948.75 40401 WET 2-17 948.57 40402 WET 2-18 948.54 40403 WET 2-19 948.90 40405 WET 2-20 949.26 40406 WET 2-21 949.64 40407 WET 2-22 949.90 40408 WET 2-23 950.64 40409 WET 2-24 950.41 40410 WET 2-25 950.79 40411 WET 2-26 951.87 40414 WET 2-27 952.56 40416 WET 2-28 952.55 40420 WET 2-29 952.91 40421 WET 2-30 953.42 40424 WET 2-31 953.49 40425 WET 2-32 953.78 41123 WET 2-33 953.86 41124 WET 2-34 954.22 41125 WET 2-35 954.99 41126 WET E 2-36 955.59 41127 GND 954.16 41128 WET B 1-1 954.74 41129 WET 1-2 954.33 41130 WET 1-3 953.04 41131 WET 1-4 953.49 41132 WET 1-5 954.56 41133 WET 1-6 954.72 41134 WET E F 1-7 954.78 41135 GND 953.93 41136 GND 956.59 41137 GND 956.14 41138 GND 954.31 41139 GND 952.23 41140 GND 952.76 41141 GND 953.15 41142 GND 956.17 41143 GND 956.64 41144 GND 955.34 41145 GND 954.06 41146 GND 953.93 41147 GND 955.45 41148 GND 952.44 41149 GND 949.46 41150 GND 948.58 41151 GND 946.24 41152 GND 936.64 41153 WTR B J40784 934.96 41154 GND 937.04 41155 GND 937.62 41156 GND 941.54 41157 WTR E J35100 935.81 41158 GND 937.34 41159 GND 937.33 41160 GND 942.01 41161 GND 942.79 41162 GND 942.97 41163 GND 943.60 41164 GND 943.92 41165 GND 946.29 41166 GND 945.82 41167 GND 944.02 41168 GND 945.65 41169 GND 944.02 41170 GND 949.60 41171 GND 949.07 41172 GND 937.30 41173 GND 941.71 41174 GND 946.06 41175 GND 945.60 30000 VLN B 967.04 30001 VLN 964.9030002GDENBJ30001 964.22 30003 GDEN 962.9030004GDEN 962.38 30005 GDEN 962.5930006GDEN 962.1830007 GDEN 960.7530008GDEN 959.0730009 GDEN 957.45 30010 GDEN E J30011 956.30 30011 VLN1 B 955.70 30012 VLN1 954.19 30013 VLN1 953.3930014 VLN1 953.4930015VLN1 953.25 30016 VLN1 952.82 30017 VLN1 952.53 30018 VLN1 950.82 30019 VLN1 946.72 30020 VLN1 947.35 30021 VLN1 949.26 30022 VLN1 958.58 30023 VLN1 951.44 30024 VLN1 E J30011 954.67 30025 VLN2 B 953.59 30026 VLN2 954.75 30027 VLN2 955.71 30028 VLN2 956.05 30029 VLN2 949.74 30030 VLN2 954.25 30031 VLN2 955.57 30032 VLN2 954.95 30033 VLN2 E F 953.45 30034 GDEN B J30017 949.56 30035 GDEN 943.92 30036 GDEN 942.29 30037 GDEN 940.48 30038 GDEN 939.22 30039 GDEN 938.31 30040 GND 939.61 30041 GND 944.32 30042 GND 950.16 30043 GND 953.42 30044 GND 955.13 30045 GND 954.69 30046 GND 953.75 30047 GND 953.27 30048 GND 953.46 30049 GND 954.26 30050 GND 954.69 30051 GND 952.91 30052 GND 948.18 30053 GND 952.08 30054 GND 953.18 30055 GND 952.67 30056 GND 950.23 30057 GND 949.11 30058 GND 945.98 30059 GND 942.75 30060 GND 940.30 30061 GND 941.52 30062 GND 943.43 30063 GND 944.99 30064 GND 938.91 30065 GND 937.31 30066 GND 937.15 30067 GND 937.42 30068 GND 938.52 30069 GND 939.64 30070 GND 938.10 30071 GND 937.87 30072 GND 938.02 30073 GND 939.91 30074 GND 943.18 30075 GND 946.53 30076 GND 942.31 30077 GND 939.67 30078 GND 938.84 30079 GND 939.71 30080 GND 941.82 30081 GND 946.23 30082 GND 942.91 30083 GND 940.78 30084 GND 939.51 30085 GND 940.69 30086 GND 942.89 30087 GND 947.86 30088 GND 949.31 30089 GND 944.77 30090 GND 941.70 30091 GND 940.74 30092 GND 941.82 30093 GND 945.47 30094 GND 949.70 30095 GND 951.55 30096 GND 951.31 30097 GND 952.57 30098 GND 949.24 30099 GND 944.61 30100 GND 942.26 30101 GND 942.26 30102 GND 943.82 30103 GND 947.30 30104 GND 952.53 30105 GND 956.06 30106 GND 956.02 30107 GND 955.05 30108 GND 954.14 30109 GND 953.44 30110 GND 955.61 30111 GND 956.23 30112 GND 957.28 30113 GND 957.53 30114 GND 954.05 30115 GND 949.63 30116 GND 945.84 30117 GND 943.82 30118 GND 943.23 30119 GND 945.20 30120 GND 948.50 30121 GND 952.64 30122 GND 952.59 30123 GND 950.37 30124 GND 949.12 30125 GND 950.84 30126 GND 952.43 30127 GND 950.24 30128 GND 946.81 30129 GND 945.35 30130 GND 945.15 30131 GND 947.37 30132 GND 950.65 30133 GND 954.47 30134 GND 958.18 30135 GND 959.89 30136 GND 959.01 30137 GND 958.07 30138 GND 960.40 30139 GND 960.93 30140 GND 961.02 30141 GND 958.33 30142 GND 955.09 30143 GND 951.92 30144 GND 948.16 30145 GND 947.47 30146 GND 947.91 30147 GND 948.83 30148 GND 951.00 30149 GND 952.15 30150 GND 951.07 30151 GND 949.26 30152 GND 949.63 30153 GND 949.79 30154 GND 950.96 30155 GND 952.13 30156 GND 952.17 30157 GND 952.00 30158 GND 951.55 30159 GND 951.44 30160 GND 951.41 30161 GND 951.70 30162 GND 954.94 30163 GND 957.62 30164 GND 960.36 30165 GND 962.17 30166 GND 962.01 30167 GND 962.98 30168 GND 961.05 30169 GND 958.67 30170 GND 956.27 30171 GND 954.52 30172 GND 955.19 30173 GND 955.42 30174 GND 955.64 30175 GND 955.81 30176 GND 955.44 30177 GND 954.24 30178 GND 952.62 30179 GND 951.26 30180 GND 950.58 30181 GND 950.96 30182 GND 950.84 30183 GND 951.36 30184 GND 952.14 30185 GND 952.20 30186 GND 951.84 30187 GND 952.43 30188 GND 954.70 30189 GND 956.78 30190 GND 958.15 30191 GND 958.35 30192 GND 957.83 30193 GND 956.81 30194 GND 956.02 30195 GND 956.43 30196 GND 958.41 30197 GND 960.62 30198 GND 962.61 30199 GND 961.49 30200 GND 958.80 30201 GND 957.31 30202 GND 956.87 30203 GND 957.78 30204 GND 959.05 30205 GND 960.22 30206 GND 960.08 30207 GND 958.38 30208 GND 955.95 30209 GND 954.36 30210 GND 953.45 30211 GND 953.86 30212 GND 953.92 30213 GND 953.54 30214 GND 952.65 30215 GND 951.59 30216 GND 952.22 30217 GND 953.42 30218 GND 954.06 30219 GND 954.16 30220 GND 953.88 30221 GND 954.59 30222 GND 955.59 30223 GND 955.96 30224 GND 956.17 30225 GND 957.22 30226 GND 959.24 30227 GND 961.09 30228 GND 961.78 30229 GND 960.66 30230 GND 959.6030231 GND 957.99 30232 GND 959.34 30233 GND 960.57 30234 GND 959.42 30235 GND 956.94 30236 GND 955.58 30237 GND 954.65 30238 GND 954.89 30239 GND 955.37 30240 GND 954.14 30241 GND 953.46 30242 GND 953.82 30243 GND 954.78 30244 GND 955.91 30245 GND 958.14 30246 GND 958.70 30247 GND 957.50 30248 GND 956.6430249 GND 955.20 30250 GND 955.50 30251 GND 956.04 30252 GND 955.98 30253 GND 954.78 30254 GND 953.76 30255 GND 952.73 30256 GND 955.88 30257 GND 958.08 30258 GND 959.60 30259 GND 960.47 30260 GND 959.84 30261 GND 958.71 30262 GND 957.97 30263 GND 958.03 30264 GND 958.45 30265 GND 959.42 30266 GND 960.72 30267 GND 960.50 30268 GND 959.39 30269 GND 958.99 30270 GND 959.13 30271 GND 960.08 30272 GND 961.11 30273 GND 960.20 30274 GND 958.98 30275 GND 957.93 30276 GND 959.03 30277 GND 960.12 30278 GND 961.99 30279 GND 963.46 30280 GND 962.27 30281 GND 961.31 30282 GND 960.81 30283 GND 960.79 30284 GND 961.37 30285 VLN 962.03 30286 VLN 962.04 30287 VLN 962.85 30288 VLN 963.85 30289 VLN 965.27 30290 VLN 964.51 30291 VLN 962.29 30292 VLN 961.29 30293 VLN 960.51 30294 VLN 958.48 30295 VLN 957.40 30296 VLN 956.59 30297 VLN 955.86 30298 VLN 956.59 30299 VLN 957.45 30300 VLN 958.74 30301 VLN 960.14 30302 VLN 960.67 30303 VLN 962.06 30304 VLN 963.05 30305 VLN 962.44 30306 VLN 960.14 30307 VLN 958.38 30308 VLN 957.72 30309 VLN 957.00 30310 VLN 956.48 30311 VLN 956.31 30312 VLN 955.34 30313 VLN 954.04 30314 VLN 953.41 30315 VLN E 952.77 30316 GDEN1 B J30315 952.58 30317 GDEN1 952.65 30318 GDEN1 952.50 30319 GDEN1 952.43 30320 GDEN1 951.64 30321 GDEN1 950.91 30322 GDEN1 950.66 30323 GDEN1 949.98 30324 GDEN1 949.58 30325 GDEN1 949.08 30326 GDEN1 948.86 30327 GDEN1 E VLN B 948.76 30328 GDEN2 B 947.98 30329 GDEN2 948.24 30330 GDEN2 948.68 30331 GDEN2 948.99 30332 GDEN2 949.19 30333 GDEN2 950.11 30334 GDEN2 951.01 30335 GDEN2 951.50 30336 GDEN2 952.35 30337 GDEN2 952.15 30338 GDEN2 952.90 30339 GDEN2 E B VLN1 952.82 30340 GND 953.68 30341 GND 954.57 30342 GND 954.95 30343 GND 954.93 30344 GND 955.22 30345 GND 957.95 30346 GND 960.7630347GND 961.7330348 GND 962.27 30349 GND 964.90 30350 GND 968.25 30351 GND 971.0430352 GND 974.12 30353 GND 977.42 30354 GND 977.94 30355 GND 975.35 30356 GND 973.43 30357 GND 970.64 30358 GND 968.24 30359 GND 972.43 30360 GND 972.02 30361 GND 967.97 30362 GND 965.10 30363 GND 962.84 30364 GND 961.05 30365 GND 960.82 30366 GND 959.97 30367 GND 959.39 30368 GND 957.46 30369 GND 955.67 30370 GND 958.00 30371 GND 959.22 30372 GND 959.66 30373 GND 959.56 30374 GND 959.82 30375 GND 960.74 30376 GND 962.39 30377 GND 964.35 30378 GND 966.98 30379 GND 963.60 30380 GND 961.58 30381 GND 959.91 30382 GND 958.70 30383 GND 958.49 30384 GND 959.82 30385 GND 960.29 30386 GND 959.25 30387 GND 956.24 30388 GND 956.11 30389 GND 958.67 30390 GND 961.54 30391 GND 960.65 30392 GND 958.16 30393 GND 957.4830394GND 959.21 30395 GND 961.0230396 GND 961.1430397GND 961.83 30398 GND 959.22 30399 GND 957.33 30400 GND 956.06 30401 GND 955.36 30402 GND 952.74 30403 GND 949.31 30404 GND 948.34 30405 GND 948.39 30406 GND 950.42 30407 GND 953.19 30408 GND 956.37 30409 GND 957.76 30410 GND 958.67 30411 GND 959.86 30412 GND 959.95 30413 GND 959.20 30414 GND 958.97 30415 GND 956.66 30416 GND 953.35 30417 GND 950.28 30418 GND 948.84 30419 GND 948.70 30420 GND 950.36 30421 GND 953.21 30422 GND 956.42 30423 GND 957.79 30424 GND 957.26 30425 GND 957.32 30426 GND 957.52 30427 GND 957.22 30428 GND 956.79 30429 GND 956.42 30430 GND 956.75 30431 GND 955.08 30432 GND 952.28 30433 GND 950.20 30434 GND 949.22 30435 GND 949.97 30436 GND 951.71 30437 GND 953.71 30438 GND 954.91 30439 GND 956.60 30440 GND 957.79 30441 GND 958.63 30442 GND 961.29 30443 GND 959.46 30444 GND 956.97 30445 GND 954.40 30446 GND 951.67 30447 GND 950.45 30448 GND 951.82 30449 GND 953.22 30450 GND 953.61 30451 GND 953.82 30452 GND 953.97 30453 GND 954.61 30454 GND 955.89 30455 GND 955.02 30456 GND 955.54 30457 GND 956.91 30458 GND 958.09 30459 GND 960.02 30460 GND 958.34 30461 GND 956.22 30462 GND 954.26 35000 GND 949.63 35001 GND 950.12 35002 GND 955.40 35003 GND 963.72 35004 GND 964.05 35005 GND 957.92 35006 GND 951.34 35007 VLN B 949.58 35008 VLN 949.33 35009 VLN 949.33 35010 VLN 950.44 35011 VLN 950.93 35012 VLN GND 947.60 35013 VLN GND 945.02 35014 GND 948.29 35015 GND 952.58 35017 GND 957.43 35018 GND 963.59 35019 GND 964.28 35020 GND 958.56 35021 GND 952.85 35022 VLN GND 951.01 35023 VLN GND 951.14 35024 VLN GND 951.60 35025 VLN GND 952.70 35026 VLN GND 952.22 35027 VLN GND 952.91 35028 VLN E J40865 955.39 35029 GND 955.03 35030 GND 954.22 35031 GND 957.52 35032 GND 957.69 35033 GND 956.56 35034 GND 956.99 35035 GND 960.15 35036 GND 964.53 35037 GND 964.98 35038 GND 962.15 35039 GND 960.4935040 GND 960.10 35041 GND 962.19 35042 GND 963.25 35043 GND 963.31 35044 GND 964.62 35045 GND 964.39 35046 GND 964.80 35047 GND 961.09 35048 GND 956.25 35049 GND 953.9735050 GND 953.29 35051 GND 948.29 35052 GND 945.43 35053 RIP B 946.8135054 RIP 945.15 35055 RIP 944.7935056RIP 944.45 35057 RIP 945.13 35058 RIP 945.00 35059 RIP 945.20 35060 RIP 944.92 35061 RIP 947.13 35062 RIP 948.77 35063 RIP F 948.0635069 GND 945.20 35070 GND 946.70 35071 GND 948.40 35072 GND 949.31 35073 GND 948.00 35074 GND 945.28 35075 WTR B 6' WIDE 943.78 35076 WTR 6' WIDE 942.47 35077 WTR 5' WIDE 941.53 35078 GND 944.84 35079 GND 949.31 35080 GND 950.00 35081 GND 948.67 35082 GND 944.18 35083 WTR 4' WIDE 941.73 35084 WTR 4' WIDE 941.2435085 WTR 4' WIDE 941.2635086 WTR 4' WIDE 941.2035087 WTR 4' WIDE 941.1935088 WTR 4' WIDE 940.70 35089 WTR 4' WIDE 940.70 35090 WTR 4' WIDE 939.35 35092 WTR 4' WIDE 938.73 35093 WTR 8' WIDE 938.28 35094 WTR 8' WIDE 938.28 35095 WTR 8' WIDE 938.3835096 WTR 8' WIDE 937.0635097 WTR 6' WIDE 937.34 35098 WTR 4' WIDE 936.56 35099 WTR 3' WIDE 944.30 35100 WTR E 3' WIDE 935.78 35101 GND 945.62 35102 GND 943.13 35103 GND 944.8735104 GND 947.69 35105 GND 945.84 35106 GND 943.20 35107 GND 941.12 35108 GND 944.73 35109 GND 943.10 35110 GND 943.34 35111 GND 940.98 45415 CON B J45417 950.78 45417 CON B 953.82 45418 CON1 B 953.8245419CON1 954.06 45420 CON1 E 954.94 45421 CON1 B 954.94 45422 CGB B J45421 954.96 45427 CON1 954.17 45428 CON 954.06 45524 CON1 B J45418 950.83 45526 GND 952.40 45529 ETR.C B 945.86 45530 ETR.C 945.90 45531 ETR.C 945.99 45532 ETR.C F 945.90 45533 VLN B J41063 945.95 45534 VLN 948.90 45536 VLN 948.79 45537 VLN 949.54 45538 VLN 949.28 45539 GND 949.16 45540 GND 946.97 45541 GND 949.17 45542 GND 947.45 45543 GND 945.47 45544 GND 945.97 45545 GND 944.86 45546 GND 946.21 45547 GND 947.97 45548 GND 948.34 45549 GND 947.30 45550 GND 949.12 45551 GND 945.80 45552 GND 945.49 45553 GND 945.08 45554 GND 944.16 45555 GND 943.86 45556 GND 944.07 45557 GND 944.3245558 GND 945.57 45559 GND 949.84 26 TRAV 937.88 40882 TRAV NAIL 924.44 45416 TRAV NAIL 953.86 45525 TRAV NAIL 947.15 45535 TRAV NAIL 948.30 EXISTING FLOOD ELEVATION: 946' AS PROVIDED BY RPBCWD FOR NORTH PORTION OF CREEK) EXISTING FLOOD ELEVATION: 929' AS PROVIDED BY RPBCWD FOR CENTER PORTION OF CREEK) EXISTING FLOOD ELEVATION: 924' AS PROVIDED BY RPBCWD FOR SOUTH PORTION OF CREEK) EXISTING WETLAND 100-YR HWL: 954.21 EXISTING WETLAND 100-YR HWL: 949.34 EXISTING WETLAND 100-YR HWL: 955.38 EXISTING WETLAND 100-YR HWL: 944.61 N SCALE IN FEET 0 50 100 NORTH KEY PLAN DRAWING NUMBER DRAWING TITLE CLIENT 4201 cedar avenue so. - minneapolis, MN 55407 tel. (612) 904-1332 - fax (612) 904-7366 NOT F O R C O N S T R U C TI O N PROJECT NUMBER 21602.0A REVISION DATE DESCRIPTION BY 1891 Arboretum Boulevard Chanhassen, MN 55317 Xcel Energy Service Center Chanhassen Title: Zachary B. Moen - PE Registration Number: 58688 Date: XX/XX/XXXX By: Title: Professional Engineer I hereby certify that this drawing was prepared by me or under my direct supervision and that I am a duly licensed Professional Engineer under the laws of the State of Minnesota. LOUCKS PROJECT NO. 21602 10/25/2022 WATERSHED SUBMITTAL 11/16/2022 TEP SUBMITTAL 11/16/2022 SCHEMATIC DESIGN PACKAGE 12/05/2022 SD PACKAGE ADDENDUM 01/12/2023 CITY SUBMISSION C1.0 EXISTING CONDITIONS OVERALL NOTE: EXISTING CONDITIONS INFORMATION SHOWN IS FROM AN ALTA/NSPS LAND TITLE SURVEY PREPARED BY LOUCKS, DATED 03/24/2022. Gopher State One Call WARNING: THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND / OR RELOCATION OF LINES. THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. ASH LEGEND CATCH BASIN STORM SEWER SANITARY SEWER STORM MANHOLE SANITARY MANHOLE HYDRANT GATE VALVE SET 1/2 INCH X 14 INCH IRON MONUMENT, MARKED "LS 48988" SPOT ELEVATION SIGN LIGHT POLE POWER POLE CONTOUR CONCRETE CURB UNDERGROUND ELECTRIC CONCRETE TELEPHONE PEDESTAL UNDERGROUND TELEPHONE UNDERGROUND GAS OVERHEAD UTILITY EXISTING BUILDING RETAINING WALL NO PARKING UNDERGROUND FIBER OPTIC ELECTRIC METER TREE LINE DECIDUOUS TREE GUY WIRE 9 SCHEDULE B II ITEM ELECTRIC TRANSFORMER HAND HOLE FOUND 1/2 INCH OPEN IRON MONUMENT UNLESS SHOWN OTHERWISE CABLE TV PEDESTAL UTILITY PEDESTAL MAILBOX ELM CATULPA BASSWOOD BOXELDER HACKBERRY LOCUST OAK COTTONWOOD TREE (GENERAL) ELECTRIC OUTLET CURB STOP FLARED END SECTION WETLAND FLAG FOUND ALUMINUM DISC MAPPED SANITARY SEWER MAPPED WATERMAIN WATER LINE WETLAND AS DELINEATED BY CARLSON MCCAIN ON OCTOBER 19, 2021 155401 3506 5 STC 3 0 R C P 945.1535068 STC 1 2 R C P 944.0 3 40163 UPD.C COMM 952.21 40165 UPD.C 952.10 N SCALE IN FEET 0 50 100 NORTH KEY PLAN DRAWING NUMBER DRAWING TITLE CLIENT 4201 cedar avenue so. - minneapolis, MN 55407 tel. (612) 904-1332 - fax (612) 904-7366 NOT F O R C O N S T R U C TI O N PROJECT NUMBER 21602.0A REVISION DATE DESCRIPTION BY 1891 Arboretum Boulevard Chanhassen, MN 55317 Xcel Energy Service Center Chanhassen Title: Zachary B. Moen - PE Registration Number: 58688 Date: XX/XX/XXXX By: Title: Professional Engineer I hereby certify that this drawing was prepared by me or under my direct supervision and that I am a duly licensed Professional Engineer under the laws of the State of Minnesota. LOUCKS PROJECT NO. 21602 10/25/2022 WATERSHED SUBMITTAL 11/16/2022 TEP SUBMITTAL 11/16/2022 SCHEMATIC DESIGN PACKAGE 12/05/2022 SD PACKAGE ADDENDUM 01/12/2023 CITY SUBMISSION C1.1 SITE DEMOLITION PLAN OVERALL NOTE: EXISTING CONDITIONS INFORMATION SHOWN IS FROM AN ALTA/NSPS LAND TITLE SURVEY PREPARED BY LOUCKS, DATED 03/24/2022. Gopher State One Call WARNING: THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND / OR RELOCATION OF LINES. THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. ASH LEGEND CATCH BASIN STORM SEWER SANITARY SEWER STORM MANHOLE SANITARY MANHOLE HYDRANT GATE VALVE SET 1/2 INCH X 14 INCH IRON MONUMENT, MARKED "LS 48988" SPOT ELEVATION SIGN LIGHT POLE POWER POLE CONTOUR CONCRETE CURB UNDERGROUND ELECTRIC CONCRETE TELEPHONE PEDESTAL UNDERGROUND TELEPHONE UNDERGROUND GAS OVERHEAD UTILITY EXISTING BUILDING RETAINING WALL NO PARKING UNDERGROUND FIBER OPTIC ELECTRIC METER TREE LINE DECIDUOUS TREE GUY WIRE 9 SCHEDULE B II ITEM ELECTRIC TRANSFORMER HAND HOLE FOUND 1/2 INCH OPEN IRON MONUMENT UNLESS SHOWN OTHERWISE CABLE TV PEDESTAL UTILITY PEDESTAL MAILBOX ELM CATULPA BASSWOOD BOXELDER HACKBERRY LOCUST OAK COTTONWOOD TREE (GENERAL) ELECTRIC OUTLET CURB STOP FLARED END SECTION WETLAND FLAG FOUND ALUMINUM DISC MAPPED SANITARY SEWER MAPPED WATERMAIN WATER LINE WETLAND AS DELINEATED BY CARLSON MCCAIN ON OCTOBER 19, 2021 1.CONTRACTOR SHALL REMOVE AND/OR RELOCATE EXISTING PRIVATE UTILITIES AS NECESSARY. CONTRACTOR TO COORDINATE ACTIVITIES WITH UTILITY COMPANIES & OWNER. 2.CLEAR AND GRUB AND REMOVE ALL TREES NOTED FOR REMOVAL, VEGETATION AND SITE DEBRIS WITHIN CONSTRUCTION LIMITS PRIOR TO GRADING. STRIP TOP SOIL AND STOCKPILE ON-SITE. ALL REMOVED MATERIAL SHALL BE HAULED FROM THE SITE DAILY. ALL CLEARING AND GRUBBING AND REMOVALS SHALL BE PERFORMED PER THE CONTRACT SPECIFICATIONS. EROSION CONTROL MEASURES SHALL BE IMMEDIATELY ESTABLISHED UPON REMOVAL. SEE THE STORMWATER POLLUTION PREVENTION PLAN (SWPPP). 3.CONTRACTOR SHALL PROTECT SURFACE AND SUBSURFACE FEATURES NOT NOTED FOR REMOVAL. CONTRACTOR TO NOTIFY ENGINEER WITH ANY CONFLICTS OR PLAN DISCREPANCIES. 4.CONTRACTOR TO SCHEDULE PRE-CONSTRUCTION MEETING(S) WITH UTILITY OWNER(S) TO DISCUSS DISCONNECTIONS AND/OR RELOCATIONS. 5.REFER TO TREE INVENTORY, TREE PRESERVATION, AND TREE REPLACEMENT PLAN FOR REMOVAL AND REPLACEMENT OF ON SITE TREES. 6.CONTRACTOR TO VERIFY LOCATION OF SEPTIC FIELD(S) & WELL(S) ON SITE. COORDINATE REMOVALS AND/OR ABANDONMENT WITH THE APPLICABLE GOVERNING AGENCIES. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING APPLICABLE PERMITS. WELLS ON THE PROPERTY SHALL BE SEALED BY A MINNESOTA DEPARTMENT OF HEALTH (MDH) LICENSED CONTRACTOR. 7.BITUMINOUS PAVEMENT REMOVALS ARE TO BE MADE TO A VERTICAL SAW CUT OR TO A NEAT MILLED EDGE. 8.CONCRETE PAVEMENT, SIDEWALK, CURB & GUTTER AND OTHER POURED CONCRETE ITEMS ARE TO BE REMOVED TO AN EXISTING EXPANSION OR CONTRACTION JOINT. SAW CUT AS NECESSARY FOR A NEAT EDGE OF REMOVAL. 9.ANY DAMAGE TO ITEMS NOT NOTED TO BE REMOVED SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL BE REPAIRED OR REPLACED TO ORIGINAL CONDITION WITH NO ADDITIONAL COMPENSATION. 10.CONTRACTOR SHALL COORDINATE ALL WORK WITHIN THE PUBLIC RIGHT OF WAY WITH THE APPLICABLE GOVERNING AGENCIES. ALL WORK SHALL BE PERFORMED PER THE REQUIREMENTS OF THE APPLICABLE GOVERNING AGENCIES. 11.CONTRACTOR TO COORDINATE ALL WORK WITHIN THE ADJACENT PROPERTIES WITH THE OWNER AND ADJACENT PROPERTY OWNER. 12.CONTRACTOR TO COORDINATE DEMOLITION PHASING WITH ALL DISCIPLINES INCLUDING BUT NOT LIMITED TO ARCHITECTURAL, STRUCTURAL, ELECTRICAL, MECHANICAL, & OWNER. 13.REFER TO THE GEOTECHNICAL REPORT PREPARED BY BRAUN INTERTEC FOR INFORMATION INCLUDING BUT NOT LIMITED TO GROUNDWATER CONDITIONS AND RECOMMENDATIONS FOR EXCAVATION DEWATERING. 14.THE CONTRACTOR SHALL COORDINATE WITH THE OWNER FOR ANY REPAIRS TO THE IRRIGATION SYSTEM THAT IS AFFECTED DURING CONSTRUCTION. SITE DEMOLITION NOTES REMOVE EXISTING CURB & GUTTER, RETAINING WALLS, FENCE, ETC. REMOVE EXISTING MANHOLES, POWER POLES, LIGHT POLES, BOLLARDS, PARKING METERS, SIGNS, ETC. REMOVE EXISTING CONCRETE PAVING, SIDEWALKS, ETC. REMOVE EXISTING TREES REMOVE EXISTING UTILITIES REMOVE EXISTING BITUMINOUS PAVING REMOVE EXISTING TREES/WOODS TREE PROTECTION FENCE DEMOLITION LEGEND 156402 3506 5 STC 3 0 R C P 945.1 5 3506 8 STC 1 2 R C P 944.0 3 REMOVE EXISTING TREES-TYP REMOVE EXISTING TREES-TYP REMOVE EXISTING TREES-TYP PROTECT EXISTING TREES REMOVE EXISTING TREES-TYP PROTECT EXISTING TREES-TYP PROTECT EXISTING TREES DURING CONSTRUCTION INSTALL TREE PROTECTION FENCE TYP-SEE DETAIL PROTECT EXISTING TREES DURING CONSTRUCTION INSTALL TREE PROTECTION FENCE TYP-SEE DETAIL REMOVE EXISTING TREES-TYP N SCALE IN FEET 0 30 60 NORTH KEY PLAN DRAWING NUMBER DRAWING TITLE CLIENT 4201 cedar avenue so. - minneapolis, MN 55407 tel. (612) 904-1332 - fax (612) 904-7366 NOT F O R C O N S T R U C TI O N PROJECT NUMBER 21602.0A REVISION DATE DESCRIPTION BY 1891 Arboretum Boulevard Chanhassen, MN 55317 Xcel Energy Service Center Chanhassen Title: Zachary B. Moen - PE Registration Number: 58688 Date: XX/XX/XXXX By: Title: Professional Engineer I hereby certify that this drawing was prepared by me or under my direct supervision and that I am a duly licensed Professional Engineer under the laws of the State of Minnesota. LOUCKS PROJECT NO. 21602 10/25/2022 WATERSHED SUBMITTAL 11/16/2022 TEP SUBMITTAL 11/16/2022 SCHEMATIC DESIGN PACKAGE 12/05/2022 SD PACKAGE ADDENDUM 01/12/2023 CITY SUBMISSION C1.2 SITE DEMOLITION PLAN NORTH NOTE: EXISTING CONDITIONS INFORMATION SHOWN IS FROM AN ALTA/NSPS LAND TITLE SURVEY PREPARED BY LOUCKS, DATED 03/24/2022. Gopher State One Call WARNING: THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND / OR RELOCATION OF LINES. THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. ASH LEGEND CATCH BASIN STORM SEWER SANITARY SEWER STORM MANHOLE SANITARY MANHOLE HYDRANT GATE VALVE SET 1/2 INCH X 14 INCH IRON MONUMENT, MARKED "LS 48988" SPOT ELEVATION SIGN LIGHT POLE POWER POLE CONTOUR CONCRETE CURB UNDERGROUND ELECTRIC CONCRETE TELEPHONE PEDESTAL UNDERGROUND TELEPHONE UNDERGROUND GAS OVERHEAD UTILITY EXISTING BUILDING RETAINING WALL NO PARKING UNDERGROUND FIBER OPTIC ELECTRIC METER TREE LINE DECIDUOUS TREE GUY WIRE 9 SCHEDULE B II ITEM ELECTRIC TRANSFORMER HAND HOLE FOUND 1/2 INCH OPEN IRON MONUMENT UNLESS SHOWN OTHERWISE CABLE TV PEDESTAL UTILITY PEDESTAL MAILBOX ELM CATULPA BASSWOOD BOXELDER HACKBERRY LOCUST OAK COTTONWOOD TREE (GENERAL) ELECTRIC OUTLET CURB STOP FLARED END SECTION WETLAND FLAG FOUND ALUMINUM DISC MAPPED SANITARY SEWER MAPPED WATERMAIN WATER LINE WETLAND AS DELINEATED BY CARLSON MCCAIN ON OCTOBER 19, 2021 1.CONTRACTOR SHALL REMOVE AND/OR RELOCATE EXISTING PRIVATE UTILITIES AS NECESSARY. CONTRACTOR TO COORDINATE ACTIVITIES WITH UTILITY COMPANIES & OWNER. 2.CLEAR AND GRUB AND REMOVE ALL TREES NOTED FOR REMOVAL, VEGETATION AND SITE DEBRIS WITHIN CONSTRUCTION LIMITS PRIOR TO GRADING. STRIP TOP SOIL AND STOCKPILE ON-SITE. ALL REMOVED MATERIAL SHALL BE HAULED FROM THE SITE DAILY. ALL CLEARING AND GRUBBING AND REMOVALS SHALL BE PERFORMED PER THE CONTRACT SPECIFICATIONS. EROSION CONTROL MEASURES SHALL BE IMMEDIATELY ESTABLISHED UPON REMOVAL. SEE THE STORMWATER POLLUTION PREVENTION PLAN (SWPPP). 3.CONTRACTOR SHALL PROTECT SURFACE AND SUBSURFACE FEATURES NOT NOTED FOR REMOVAL. CONTRACTOR TO NOTIFY ENGINEER WITH ANY CONFLICTS OR PLAN DISCREPANCIES. 4.CONTRACTOR TO SCHEDULE PRE-CONSTRUCTION MEETING(S) WITH UTILITY OWNER(S) TO DISCUSS DISCONNECTIONS AND/OR RELOCATIONS. 5.REFER TO TREE INVENTORY, TREE PRESERVATION, AND TREE REPLACEMENT PLAN FOR REMOVAL AND REPLACEMENT OF ON SITE TREES. 6.CONTRACTOR TO VERIFY LOCATION OF SEPTIC FIELD(S) & WELL(S) ON SITE. COORDINATE REMOVALS AND/OR ABANDONMENT WITH THE APPLICABLE GOVERNING AGENCIES. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING APPLICABLE PERMITS. WELLS ON THE PROPERTY SHALL BE SEALED BY A MINNESOTA DEPARTMENT OF HEALTH (MDH) LICENSED CONTRACTOR. 7.BITUMINOUS PAVEMENT REMOVALS ARE TO BE MADE TO A VERTICAL SAW CUT OR TO A NEAT MILLED EDGE. 8.CONCRETE PAVEMENT, SIDEWALK, CURB & GUTTER AND OTHER POURED CONCRETE ITEMS ARE TO BE REMOVED TO AN EXISTING EXPANSION OR CONTRACTION JOINT. SAW CUT AS NECESSARY FOR A NEAT EDGE OF REMOVAL. 9.ANY DAMAGE TO ITEMS NOT NOTED TO BE REMOVED SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL BE REPAIRED OR REPLACED TO ORIGINAL CONDITION WITH NO ADDITIONAL COMPENSATION. 10.CONTRACTOR SHALL COORDINATE ALL WORK WITHIN THE PUBLIC RIGHT OF WAY WITH THE APPLICABLE GOVERNING AGENCIES. ALL WORK SHALL BE PERFORMED PER THE REQUIREMENTS OF THE APPLICABLE GOVERNING AGENCIES. 11.CONTRACTOR TO COORDINATE ALL WORK WITHIN THE ADJACENT PROPERTIES WITH THE OWNER AND ADJACENT PROPERTY OWNER. 12.CONTRACTOR TO COORDINATE DEMOLITION PHASING WITH ALL DISCIPLINES INCLUDING BUT NOT LIMITED TO ARCHITECTURAL, STRUCTURAL, ELECTRICAL, MECHANICAL, & OWNER. 13.REFER TO THE GEOTECHNICAL REPORT PREPARED BY BRAUN INTERTEC FOR INFORMATION INCLUDING BUT NOT LIMITED TO GROUNDWATER CONDITIONS AND RECOMMENDATIONS FOR EXCAVATION DEWATERING. 14.THE CONTRACTOR SHALL COORDINATE WITH THE OWNER FOR ANY REPAIRS TO THE IRRIGATION SYSTEM THAT IS AFFECTED DURING CONSTRUCTION. SITE DEMOLITION NOTES REMOVE EXISTING CURB & GUTTER, RETAINING WALLS, FENCE, ETC. REMOVE EXISTING MANHOLES, POWER POLES, LIGHT POLES, BOLLARDS, PARKING METERS, SIGNS, ETC. REMOVE EXISTING CONCRETE PAVING, SIDEWALKS, ETC. REMOVE EXISTING TREES REMOVE EXISTING UTILITIES REMOVE EXISTING BITUMINOUS PAVING REMOVE EXISTING TREES/WOODS TREE PROTECTION FENCE DEMOLITION LEGEND 157403 40163 UPD.C COMM 952.21 40165 UPD.C 952.10 REMOVE EXISTING TREES-TYP REMOVE EXISTING TREES-TYP REMOVE EXISTING TREES-TYP REMOVE EXISTING BITUMINOUS PAVEMENT-TYP REMOVE EXISTING BITUMINOUS PAVEMENT-TYP REMOVE EXISTING CURB & GUTTER-TYP REMOVE EXISTING CONCRETE SIDEWALK-TYP REMOVE EXISTING CONCRETE SIDEWALK-TYP REMOVE EXISTING CURB & GUTTER-TYP REMOVE EXISTING TREES-TYP REMOVE EXISTING TREES-TYP REMOVE & REPLACE EXISTING CONCRETE SIDEWALK AS NEEDED FOR UTILITY CONSTRUCTION REFER TO UTILITY PLANS REMOVE EXISTING SANITARY SEWER SERVICE STUB TO MAIN AND BULKHEAD EXISTING STRUCTURE PER CITY REQUIREMENTS PROTECT EXISTING TREES-TYP PROTECT EXISTING UTILITIES-TYP REMOVE EXISTING TREES-TYP PROTECT EXISTING BITUMINOUS TRAIL PROTECT EXISTING TREES DURING CONSTRUCTION INSTALL TREE PROTECTION FENCE TYP-SEE DETAIL N SCALE IN FEET 0 30 60 NORTH KEY PLAN DRAWING NUMBER DRAWING TITLE CLIENT 4201 cedar avenue so. - minneapolis, MN 55407 tel. (612) 904-1332 - fax (612) 904-7366 NOT F O R C O N S T R U C TI O N PROJECT NUMBER 21602.0A REVISION DATE DESCRIPTION BY 1891 Arboretum Boulevard Chanhassen, MN 55317 Xcel Energy Service Center Chanhassen Title: Zachary B. Moen - PE Registration Number: 58688 Date: XX/XX/XXXX By: Title: Professional Engineer I hereby certify that this drawing was prepared by me or under my direct supervision and that I am a duly licensed Professional Engineer under the laws of the State of Minnesota. LOUCKS PROJECT NO. 21602 10/25/2022 WATERSHED SUBMITTAL 11/16/2022 TEP SUBMITTAL 11/16/2022 SCHEMATIC DESIGN PACKAGE 12/05/2022 SD PACKAGE ADDENDUM 01/12/2023 CITY SUBMISSION C1.3 SITE DEMOLITION PLAN SOUTH NOTE: EXISTING CONDITIONS INFORMATION SHOWN IS FROM AN ALTA/NSPS LAND TITLE SURVEY PREPARED BY LOUCKS, DATED 03/24/2022. Gopher State One Call WARNING: THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND / OR RELOCATION OF LINES. THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. ASH LEGEND CATCH BASIN STORM SEWER SANITARY SEWER STORM MANHOLE SANITARY MANHOLE HYDRANT GATE VALVE SET 1/2 INCH X 14 INCH IRON MONUMENT, MARKED "LS 48988" SPOT ELEVATION SIGN LIGHT POLE POWER POLE CONTOUR CONCRETE CURB UNDERGROUND ELECTRIC CONCRETE TELEPHONE PEDESTAL UNDERGROUND TELEPHONE UNDERGROUND GAS OVERHEAD UTILITY EXISTING BUILDING RETAINING WALL NO PARKING UNDERGROUND FIBER OPTIC ELECTRIC METER TREE LINE DECIDUOUS TREE GUY WIRE 9 SCHEDULE B II ITEM ELECTRIC TRANSFORMER HAND HOLE FOUND 1/2 INCH OPEN IRON MONUMENT UNLESS SHOWN OTHERWISE CABLE TV PEDESTAL UTILITY PEDESTAL MAILBOX ELM CATULPA BASSWOOD BOXELDER HACKBERRY LOCUST OAK COTTONWOOD TREE (GENERAL) ELECTRIC OUTLET CURB STOP FLARED END SECTION WETLAND FLAG FOUND ALUMINUM DISC MAPPED SANITARY SEWER MAPPED WATERMAIN WATER LINE WETLAND AS DELINEATED BY CARLSON MCCAIN ON OCTOBER 19, 2021 1.CONTRACTOR SHALL REMOVE AND/OR RELOCATE EXISTING PRIVATE UTILITIES AS NECESSARY. CONTRACTOR TO COORDINATE ACTIVITIES WITH UTILITY COMPANIES & OWNER. 2.CLEAR AND GRUB AND REMOVE ALL TREES NOTED FOR REMOVAL, VEGETATION AND SITE DEBRIS WITHIN CONSTRUCTION LIMITS PRIOR TO GRADING. STRIP TOP SOIL AND STOCKPILE ON-SITE. ALL REMOVED MATERIAL SHALL BE HAULED FROM THE SITE DAILY. ALL CLEARING AND GRUBBING AND REMOVALS SHALL BE PERFORMED PER THE CONTRACT SPECIFICATIONS. EROSION CONTROL MEASURES SHALL BE IMMEDIATELY ESTABLISHED UPON REMOVAL. SEE THE STORMWATER POLLUTION PREVENTION PLAN (SWPPP). 3.CONTRACTOR SHALL PROTECT SURFACE AND SUBSURFACE FEATURES NOT NOTED FOR REMOVAL. CONTRACTOR TO NOTIFY ENGINEER WITH ANY CONFLICTS OR PLAN DISCREPANCIES. 4.CONTRACTOR TO SCHEDULE PRE-CONSTRUCTION MEETING(S) WITH UTILITY OWNER(S) TO DISCUSS DISCONNECTIONS AND/OR RELOCATIONS. 5.REFER TO TREE INVENTORY, TREE PRESERVATION, AND TREE REPLACEMENT PLAN FOR REMOVAL AND REPLACEMENT OF ON SITE TREES. 6.CONTRACTOR TO VERIFY LOCATION OF SEPTIC FIELD(S) & WELL(S) ON SITE. COORDINATE REMOVALS AND/OR ABANDONMENT WITH THE APPLICABLE GOVERNING AGENCIES. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING APPLICABLE PERMITS. WELLS ON THE PROPERTY SHALL BE SEALED BY A MINNESOTA DEPARTMENT OF HEALTH (MDH) LICENSED CONTRACTOR. 7.BITUMINOUS PAVEMENT REMOVALS ARE TO BE MADE TO A VERTICAL SAW CUT OR TO A NEAT MILLED EDGE. 8.CONCRETE PAVEMENT, SIDEWALK, CURB & GUTTER AND OTHER POURED CONCRETE ITEMS ARE TO BE REMOVED TO AN EXISTING EXPANSION OR CONTRACTION JOINT. SAW CUT AS NECESSARY FOR A NEAT EDGE OF REMOVAL. 9.ANY DAMAGE TO ITEMS NOT NOTED TO BE REMOVED SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL BE REPAIRED OR REPLACED TO ORIGINAL CONDITION WITH NO ADDITIONAL COMPENSATION. 10.CONTRACTOR SHALL COORDINATE ALL WORK WITHIN THE PUBLIC RIGHT OF WAY WITH THE APPLICABLE GOVERNING AGENCIES. ALL WORK SHALL BE PERFORMED PER THE REQUIREMENTS OF THE APPLICABLE GOVERNING AGENCIES. 11.CONTRACTOR TO COORDINATE ALL WORK WITHIN THE ADJACENT PROPERTIES WITH THE OWNER AND ADJACENT PROPERTY OWNER. 12.CONTRACTOR TO COORDINATE DEMOLITION PHASING WITH ALL DISCIPLINES INCLUDING BUT NOT LIMITED TO ARCHITECTURAL, STRUCTURAL, ELECTRICAL, MECHANICAL, & OWNER. 13.REFER TO THE GEOTECHNICAL REPORT PREPARED BY BRAUN INTERTEC FOR INFORMATION INCLUDING BUT NOT LIMITED TO GROUNDWATER CONDITIONS AND RECOMMENDATIONS FOR EXCAVATION DEWATERING. 14.THE CONTRACTOR SHALL COORDINATE WITH THE OWNER FOR ANY REPAIRS TO THE IRRIGATION SYSTEM THAT IS AFFECTED DURING CONSTRUCTION. SITE DEMOLITION NOTES REMOVE EXISTING CURB & GUTTER, RETAINING WALLS, FENCE, ETC. REMOVE EXISTING MANHOLES, POWER POLES, LIGHT POLES, BOLLARDS, PARKING METERS, SIGNS, ETC. REMOVE EXISTING CONCRETE PAVING, SIDEWALKS, ETC. REMOVE EXISTING TREES REMOVE EXISTING UTILITIES REMOVE EXISTING BITUMINOUS PAVING REMOVE EXISTING TREES/WOODS TREE PROTECTION FENCE DEMOLITION LEGEND 158404 40163 UPD.C COMM 952.21 40165 UPD.C 952.10 45219 FNB B 948.62 NOPARKINGNO PARKING NO PARKING PROPOSED BUILDING LOWER LEVEL=952.50 LEVEL 1=974.50 PROPOSED BUILDING FFE=952.50 COLD STORAGE BUILDING FFE=952.50 COLD STORAGE BUILDING FFE=952.50 COLD STORAGE BUILDING FFE=952.50 N SCALE IN FEET 0 50 100 NORTH KEY PLAN DRAWING NUMBER DRAWING TITLE CLIENT 4201 cedar avenue so. - minneapolis, MN 55407 tel. (612) 904-1332 - fax (612) 904-7366 NOT F O R C O N S T R U C TI O N PROJECT NUMBER 21602.0A REVISION DATE DESCRIPTION BY 1891 Arboretum Boulevard Chanhassen, MN 55317 Xcel Energy Service Center Chanhassen Title: Zachary B. Moen - PE Registration Number: 58688 Date: XX/XX/XXXX By: Title: Professional Engineer I hereby certify that this drawing was prepared by me or under my direct supervision and that I am a duly licensed Professional Engineer under the laws of the State of Minnesota. LOUCKS PROJECT NO. 21602 10/25/2022 WATERSHED SUBMITTAL 11/16/2022 TEP SUBMITTAL 11/16/2022 SCHEMATIC DESIGN PACKAGE 12/05/2022 SD PACKAGE ADDENDUM 01/12/2023 CITY SUBMISSION C2.0 SITE PLAN OVERALL NOTE: EXISTING CONDITIONS INFORMATION SHOWN IS FROM AN ALTA/NSPS LAND TITLE SURVEY PREPARED BY LOUCKS, DATED 03/24/2022. PARKING STALL COUNT ACCESSIBLE PARKING STALL 2 LEGEND CATCH BASIN STORM SEWER SANITARY SEWER WATERMAIN STORM MANHOLE SANITARY MANHOLE HYDRANT GATE VALVE SPOT ELEVATION SIGN LIGHT POLE POWER POLE WATER MANHOLE / WELL CONTOUR CONCRETE CURB UNDERGROUND ELECTRIC CONCRETE TELEPHONE PEDESTAL UNDERGROUND TELEPHONE UNDERGROUND GAS OVERHEAD UTILITY CHAIN LINK FENCE BUILDING RETAINING WALL NO PARKING UNDERGROUND FIBER OPTIC SANITARY SEWER SERVICE WATER SERVICE ELECTRIC METER GAS METER TREE LINE EXISTING PROPOSED 972 DRAINTILE FORCEMAIN 373PARKING SETBACK LINE BUILDING SETBACK LINE 2 FENCE FLARED END SECTION POST INDICATOR VALVE BENCHMARK SOIL BORING 3DIRECTION OF FLOW 1.0% 972.5 Gopher State One Call WARNING: THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND / OR RELOCATION OF LINES. THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. NOTE: SEE PAVEMENT SECTIONS ON SHEET C8.1 OR C8.4 FOR TYPE AND DEPTH INFORMATION. LIGHT DUTY BITUMINOUS PAVEMENT CONCRETE SIDEWALK HEAVY DUTY BITUMINOUS PAVEMENT CONCRETE PAVEMENT PAVEMENT TYPES GRAVEL AREA NOTE: SEE CURB & GUTTER DETAILS ON SHEET C8.4 CURB TYPES B612 CURB & GUTTER (STANDARD) B612 CURB & GUTTER (TIP OUT) FLAT CURB & GUTTER (STANDARD) FLAT CURB & GUTTER (TIP OUT) SURMOUNTABLE CURB & GUTTER STANDARD) SURMOUNTABLE CURB & GUTTER TIP OUT) BUILDING INFORMATION MAIN BUILDING CREW AREA: 9,440 SF WAREHOUSE:12,480 SF VEHICLE STORAGE:39,844 SF MAIN OFFICE:10,866 SF MECHANICAL: 7,363 SF TOTAL AREA:79,993 SF BUILDING HEIGHT: OFFICE/WAREHOUSE (2-STORY):21'-6" VEHICLE STORAGE (1-STORY):31'-6" FLEET MAINTENANCE BUILDING FLEET MAINTENANCE:17,580 SF MEZZANINE STANDARD: 3,108 SF MEZZANINE HIGH: 4,012 SF TOTAL AREA:24,700 SF BUILDING HEIGHT: STANDARD BAY (1-STORY):36'-0" HIGH BAY (1-STORY):61'-0" PROJECTED TOTAL NUMBER OF EMPLOYEES:68 1.ALL PAVING, CONCRETE CURB, GUTTER AND SIDEWALK SHALL BE FURNISHED AND INSTALLED IN ACCORDANCE WITH THE DETAILS SHOWN PER THE DETAIL SHEET(S) AND APPLICABLE GOVERNING AGENCY REQUIREMENTS. 2.ACCESSIBLE PARKING AND ACCESSIBLE ROUTES SHALL BE PROVIDED PER CURRENT ADA STANDARDS AND APPLICABLE GOVERNING AGENCY REQUIREMENTS. 3.ALL CURB DIMENSIONS SHOWN ARE TO THE FACE OF CURB UNLESS OTHERWISE NOTED. 4.ALL BUILDING DIMENSIONS ARE TO THE OUTSIDE FACE OF WALL UNLESS OTHERWISE NOTED. 5.BITUMINOUS IMPREGNATED FIBER BOARD TO BE PLACED AT FULL DEPTH OF CONCRETE ADJACENT TO EXISTING STRUCTURES AND BEHIND CURB ADJACENT TO DRIVEWAYS AND SIDEWALKS. 6.SEE SITE ELECTRICAL PLAN FOR SITE LIGHTING. 7.REFER TO THE GEOTECHNICAL REPORT PREPARED BY BRAUN INTERTEC FOR AN EXISTING SUBSURFACE SITE CONDITION ANALYSIS AND CONSTRUCTION RECOMMENDATIONS INCLUDING BUT NOT LIMITED TO PAVEMENTS AND EXTERIOR SLABS. SITE NOTES CURRENT ZONING: A2 (AGRICULTURAL ESTATE DISTRICT) PROPOSED ZONING: PUD (PLANNED UNIT DEVELOPMENT) PROPERTY AREA (GROSS): 23.56 AC (1,026,095 SF) RIGHT OF WAY AREA: 1.82 AC BUILDABLE PROPERTY AREA (NET): 21.74 AC PROPOSED BUILDING AREA: 2.420 AC (11.1%)* PROPOSED IMPERVIOUS PARKING AREA: 1.082 AC (5.0%)* PROPOSED REMAINING SITE IMPERVIOUS AREA:5.913 AC (27.2%)* PROPOSED TOTAL IMPERVIOUS AREA: 9.415 AC (43.3%)* DISTURBED AREA: 17.200 AC EXISTING IMPERVIOUS AREA: 0.000 AC* PROPOSED IMPERVIOUS AREA: 9.415 AC* BASED ON NET BUILDABLE PROPERTY AREA ONLY SITE DATA YARD (BUILDING) SETBACKS: FRONT 30 FT MINIMUM SIDE 10 FT MINIMUM REAR 10 FT MINIMUM HWY 5 CORRIDOR OVERLAY DISTRICT: BUILDING SETBACK 70 FT MINIMUM 150 FT MAXIMUM OFF-STREET PARKING SETBACKS: FRONT 25 FT MINIMUM SIDE 25 FT MINIMUM REAR 25 FT MINIMUM MINIMUM PARKING LAYOUT DIMENSIONS (90 DEGREE PATTERN): PARKING SPACE WIDTH = 9 FT PARKING SPACE LENGTH = 18 FT DRIVE LANE WIDTH = 26 FT TOTAL PARKING PROVIDED = 120 STALLS PROPOSED ACCESSIBLE PARKING:6 STALLS REQUIRED ACCESSIBLE PARKING:6 STALLS** REQUIRED MINIMUM NUMBER OF ACCESSIBLE SPACES FOR 151 TO 200 STALLS DEVELOPMENT AND DESIGN STANDARDS OFF-STREET PARKING CALCULATIONS ACCESSIBLE PARKING 1.CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SITE SIGNAGE AND STRIPING AS SHOWN ON THIS PLAN. 2.CONTRACTOR SHALL PAINT ALL ACCESSIBLE STALLS, LOGOS AND CROSS HATCH LOADING AISLES WITH WHITE OR YELLOW PAVEMENT MARKING PAINT, 4" IN WIDTH. 3.CONTRACTOR SHALL PAINT ANY/ALL DIRECTIONAL TRAFFIC ARROWS, AS SHOWN, IN WHITE OR YELLOW PAINT. 4.ALL SIGNAGE SHALL INCLUDE POST, CONCRETE FOOTING AND STEEL CASING WHERE REQUIRED. 5.ALL SIGNAGE NOT PROTECTED BY CURB, LOCATED IN PARKING LOT OR OTHER PAVED AREAS TO BE PLACED IN STEEL CASING, FILLED WITH CONCRETE AND PAINTED YELLOW. REFER TO DETAIL(S). 6.ANY/ALL STOP SIGNS TO INCLUDE A 24" WIDE PAINTED STOP BAR IN WHITE PAINT, PLACED AT THE STOP SIGN LOCATION, A MINIMUM OF 4' FROM CROSSWALK IF APPLICABLE. ALL STOP BARS SHALL EXTEND FROM DIRECTIONAL TRANSITION BETWEEN LANES TO CURB. 7.ALL SIGNS TO BE PLACED 18" BEHIND BACK OF CURB UNLESS OTHERWISE NOTED. SIGNAGE AND STRIPING NOTES NE WETLAND 40' WETLAND BUFFER AREA REQUIRED = 20,685 SF 40' AVERAGE WETLAND BUFFER AREA PROVIDED = 29,390 SF WEST CREEK 50' CREEK BUFFER AREA REQUIRED = 82,390 SF 50' AVERAGE CREEK BUFFER AREA PROVIDED = 82,670 SF WETLAND BUFFER DATA 159405 NOPARKINGNO PARKING NO PARKING PROPOSED BUILDING LOWER LEVEL=952.50 LEVEL 1=974.50 COLD STORAGE BUILDING FFE=952.50 25' PARKING SETBACK 10' BUILDING SETBACK 25' PARKING SETBACK 10' BUILDING SETBACK 70' MINIMUM BUILDING SETBACK 5'R 20'R 15'R15'R 10'R 15'R 15'R 10'R 5'R 5'R 5'R 5'R 10'R 10'R 5'R 5'R 5'R 5'R 15'R 15'R 5'R 5'R 5'R 5'R5'R 5'R 5'R 10'R 10'R 10'R 18.0'26.0'36.0'26.0'18.0' 6.7' 13.3' 3.5' 6.5' 61.0' 9.0' TYP 9.0' TYP 9.0' TYP9.0'TYP9.0'TYP9.0' TYP18.0' 26.0' 36.0' 26. 0'18. 0' 18.0'26.0'19.0' 8.7' 8.7' 35.7'18.0' 26.0' 19.0' 6.7' 11.3' 9.0' TYP 9. 0' TYP 18. 0' 26. 0' 19. 0' 6.3' 26.0' 17.5' 83.2' 5.2'30. 0'53. 2'10.7' 2.0' 6.0' 9.0' TYP10.0' 25.0' 70.0' 10.0'25. 0'7 5 12 13 9 6 10 10 24.2' 40' AVERAGE BUFFER AREA 20' MINIMUM BUFFER AREA 5-WETLAND BUFFER LOCATION SIGNS TYP-SEE DETAIL 20. 0'50' AVERAGE BUFFER AREA 30' MINIMUM BUFFER AREA 30.0'17- WETLAND BUFFER LOCATION SIGNS TYP-SEE DETAIL 50' AVERAGE BUFFER AREA 30' MINIMUM BUFFER AREA SURMOUNTABLE CURB & GUTTER TYP-SEE DETAIL HEAVY DUTY BITUMINOUS PAVEMENT TYP-SEE DETAIL LARGE BLOCK RETAINING WALL TYP- SEE DETAIL HEAVY DUTY BITUMINOUS PAVEMENT TYP-SEE DETAIL LIGHT DUTY BITUMINOUS PAVEMENT TYP-SEE DETAIL LIGHT DUTY BITUMINOUS PAVEMENT TYP-SEE DETAIL 2) ADA PARKING SIGN/ BOLLARD COMBO TYP-SEE DETAIL TYPICAL ADA PARKING STALLS TYP- SEE DETAIL 4) ADA PARKING SIGN/BOLLARD COMBO TYP-SEE DETAIL TYPICAL ADA PARKING STALLS TYP- SEE DETAIL LARGE BLOCK RETAINING WALL WITH RAILING TYP- SEE DETAIL 3.0' CONCRETE APRON COORDINATE W/ STRUCTURAL 20.0'32) CONCRETE BOLLARD TYP-SEE DETAIL 30. 0'SECURITY FENCE SEE LANDSCAPE PLANS CONCRETE PAVEMENT TYP-SEE DETAIL B612 CURB & GUTTER TYP- SEE DETAIL 20.0'CONCRETE APRON COORDINATE W/ STRUCTURAL 32) CONCRETE BOLLARD TYP- SEE DETAIL SECURITY FENCE SEE LANDSCAPE PLANS SECURITY ACCESS CARD READER SEE ELECTRICAL PLANS SECURITY GATE SEE ARCHITECTURAL PLANS CONCRETE PAVEMENT TYP- SEE DETAIL 5. 0' CONCRETE SIDEWALK TYP-SEE DETAIL CONCRETE SIDEWALK TYP- SEE DETAIL B612 CURB GUTTER TYP- SEE DETAIL SECURITY GATE TYP-SEE DETAIL COORDINATE W/ OWNER &ELECTRICAL FOR CARD READER B612 CURB & GUTTER TYP- SEE DETAIL 150' MAXIMUM BUILDINGSETBACK 150.0' APPROXIMATE PROPOSED TREE LIMITS APPROXIMATE PROPOSED TREE LIMITS NORTH POND SEE GRADING PLANS CURB TRANSITION 12-6" RISERS W/HANDRAIL SEE DETAIL LARGE BLOCK RETAINING WALL WITH RAILING TYP-SEE DETAIL HEAVY DUTY BITUMINOUS PAVEMENT TYP-SEE DETAIL SNOW STORAGE AREA SNOW STORAGE AREA25.0' 25' PARKING SETBACK MODULAR BLOCK RETAINING WALL WITH RAILING TYP- SEE DETAIL 15. 0'5. 0'11.3' 5. 0'1) ELECTRIC VEHICLE CHARGING STATION BASE TYP-SEE DETAIL COORDINATE WITH ELECTRIC PLANS & OWNER 6) FUTURE ELECTRIC VEHICLE CHARGING STATION SIGNS TYP-SEE DETAIL 2) BOLLARDS AROUND ELECTRIC VEHICLE CHARGING STATION TYP-SEE DETAIL COORDINATE WITH ELECTRIC PLANS & OWNER 3) FUTURE ELECTRIC VEHICLE CHARGING STATION BASES TYP-SEE DETAIL COORDINATE WITH ELECTRIC PLANS & OWNER 2) ELECTRIC VEHICLE CHARGING STATION SIGNS TYP- SEE DETAIL 6) BOLLARDS AROUND FUTURE ELECTRIC VEHICLE CHARGING STATION TYP-SEE DETAIL COORDINATE WITH ELECTRIC PLANS & OWNER 4) BIKE RACKS SEE LANDSCAPE PLANS 30.2' 16' DOUBLE SWING GATE SEE LANDSCAPE PLANS 2) CONCRETE BOLLARD TYP-SEE DETAIL 2) CONCRETE BOLLARD TYP-SEE DETAIL 13) CONCRETE BOLLARD VERIFY PLACEMENT W/EQUIPMENT SUPPLIERTYP-SEE DETAIL CONCRETE PAVEMENT PADS FOR ELECTRICAL & MECHANICAL EQUIPMENT COORDINATE W/ EQUIPMENT SUPPLIER, ELECTRICAL,MECHANICAL FOREXACTSIZE, EQUIPMENT LAYOUT, BOLLARD PLACEMENT, PAVEMENT SECTION, AND REINFORCEMENT REQUIREMENTS 35. 1'LIGHT POLE-TYP SEE ELECTRICAL PLANS LIGHT POLE-TYP SEE ELECTRICAL PLANS LIGHT POLE- TYP SEE ELECTRICAL PLANS 10'R 10'R 5' R5'R 5' R 5'R 10' R 10'R 76' R 50'R 150'R 176' R26.0'30' R 15 15 12.0'18. 0' 26. 0' FLAT CURB TYP-SEE DETAIL TAPER TO FLAT CURB TYP- SEE DETAIL TAPER TO FLAT CURB TYP-SEE DETAIL CURB TRANSITION CURB TRANSITION SURMOUNTABLE CURB & GUTTER TYP-SEE DETAIL B612 CURB & GUTTER TYP-SEE DETAIL CURB TRANSITION B612 CURB & GUTTER TYP-SEE DETAIL B612 CURB & GUTTER TYP-SEE DETAIL SURMOUNTABLE CURB & GUTTER TYP-SEE DETAIL CURB TRANSITION SURMOUNTABLE CURB & GUTTER TYP-SEE DETAIL 44 N SCALE IN FEET 0 30 60 NORTH KEY PLAN DRAWING NUMBER DRAWING TITLE CLIENT 4201 cedar avenue so. - minneapolis, MN 55407 tel. (612) 904-1332 - fax (612) 904-7366 NOT F O R C O N S T R U C TI O N PROJECT NUMBER 21602. 0A REVISION DATE DESCRIPTION BY 1891 Arboretum Boulevard Chanhassen, MN 55317 Xcel Energy Service Center Chanhassen Title: Zachary B. Moen - PE Registration Number: 58688 Date: XX/ XX/XXXX By:Title: Professional Engineer I hereby certify that this drawing was prepared by me or under my direct supervision and that I am a duly licensed Professional Engineer under the laws of the State of Minnesota.LOUCKS PROJECT NO. 21602 10/ 25/ 2022 WATERSHED SUBMITTAL 11/ 16/2022 TEP SUBMITTAL 11/ 16/2022 SCHEMATIC DESIGN PACKAGE 12/05/ 2022 SD PACKAGE ADDENDUM 01/ 12/2023 CITY SUBMISSION C2.1 SITE PLAN NORTH NOTE:EXISTING CONDITIONS INFORMATION SHOWN IS FROM AN ALTA/NSPS LAND TITLE SURVEY PREPARED BY LOUCKS, DATED 03/24/ 2022.PARKING STALL COUNT ACCESSIBLE PARKING STALL 2 LEGEND CATCH BASIN STORM SEWER SANITARY SEWER WATERMAIN STORM MANHOLE SANITARY MANHOLE HYDRANT GATE VALVE SPOT ELEVATION SIGN LIGHT POLE POWER POLE WATER MANHOLE / WELL CONTOUR CONCRETE CURB UNDERGROUND ELECTRIC CONCRETE TELEPHONE PEDESTAL UNDERGROUND TELEPHONE UNDERGROUND GAS OVERHEAD UTILITY CHAIN LINK FENCE BUILDING RETAINING WALL NO PARKING UNDERGROUND FIBER OPTIC SANITARY SEWER SERVICE WATER SERVICE ELECTRIC METER GAS METER TREE LINE EXISTING PROPOSED 972 DRAINTILE FORCEMAIN 373PARKING SETBACK LINE BUILDING SETBACK LINE 2 FENCE FLARED END SECTION POST INDICATOR VALVE BENCHMARK SOIL BORING 3DIRECTION OF FLOW 1.0% 972.5 Gopher State One Call WARNING: THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND / OR RELOCATION OF LINES.THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651- 454-0002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER.NOTE:SEE PAVEMENT SECTIONS ON SHEET C8. 1 OR C8. 4 FOR TYPE AND DEPTH INFORMATION. LIGHT DUTY BITUMINOUS PAVEMENT CONCRETE SIDEWALK HEAVY DUTY BITUMINOUS PAVEMENT CONCRETE PAVEMENT PAVEMENT TYPES GRAVEL AREA NOTE:SEE CURB & GUTTER DETAILS ON SHEET C8.4 CURB TYPES B612 CURB & GUTTER ( STANDARD)B612 CURB & GUTTER (TIP OUT) FLAT CURB & GUTTER (STANDARD)FLAT CURB & GUTTER (TIP OUT) SURMOUNTABLE CURB & GUTTER STANDARD)SURMOUNTABLE CURB & GUTTER TIP OUT)BUILDING INFORMATION MAIN BUILDING CREW AREA: 9,440 SF WAREHOUSE:12, 480 SF VEHICLE STORAGE:39,844 SF MAIN OFFICE:10,866 SF MECHANICAL: 7, 363 SF TOTAL AREA:79,993 SF BUILDING HEIGHT:OFFICE/WAREHOUSE (2-STORY):21'-6"VEHICLE STORAGE (1-STORY): 31'-6"FLEET MAINTENANCE BUILDING FLEET MAINTENANCE:17,580 SF MEZZANINE STANDARD: 3, 108 SF MEZZANINE HIGH: 4,012 SF TOTAL AREA:24,700 SF BUILDING HEIGHT:STANDARD BAY (1-STORY):36'-0"HIGH BAY (1-STORY):61'-0"PROJECTED TOTAL NUMBER OF EMPLOYEES:68 1.ALL PAVING, CONCRETE CURB, GUTTER AND SIDEWALK SHALL BE FURNISHED AND INSTALLED IN ACCORDANCE WITH THE DETAILS SHOWN PER THE DETAIL SHEET(S) AND APPLICABLE GOVERNING AGENCY REQUIREMENTS.2. ACCESSIBLE PARKING AND ACCESSIBLE ROUTES SHALL BE PROVIDED PER CURRENT ADA STANDARDS AND APPLICABLE GOVERNING AGENCY REQUIREMENTS.3.ALL CURB DIMENSIONS SHOWN ARE TO THE FACE OF CURB UNLESS OTHERWISE NOTED.4.ALL BUILDING DIMENSIONS ARE TO THE OUTSIDE FACE OF WALL UNLESS OTHERWISE NOTED.5.BITUMINOUS IMPREGNATED FIBER BOARD TO BE PLACED AT FULL DEPTH OF CONCRETE ADJACENT TO EXISTING STRUCTURES AND BEHIND CURB ADJACENT TO DRIVEWAYS AND SIDEWALKS.6.SEE SITE ELECTRICAL PLAN FOR SITE LIGHTING.7.REFER TO THE GEOTECHNICAL REPORT PREPARED BY BRAUN INTERTEC FOR AN EXISTING SUBSURFACE SITE CONDITION ANALYSIS AND CONSTRUCTION RECOMMENDATIONS INCLUDING BUT NOT LIMITED TO PAVEMENTS AND EXTERIOR SLABS.SITE NOTES CURRENT ZONING: A2 (AGRICULTURAL ESTATE DISTRICT)PROPOSED ZONING: PUD (PLANNED UNIT DEVELOPMENT)PROPERTY AREA ( GROSS): 23.56 AC (1, 026,095 SF)RIGHT OF WAY AREA: 1.82 AC BUILDABLE PROPERTY AREA (NET): 21.74 AC PROPOSED BUILDING AREA: 2. 420 AC (11.1%)*PROPOSED IMPERVIOUS PARKING AREA: 1.082 AC (5.0%)*PROPOSED REMAINING SITE IMPERVIOUS AREA:5.913 AC (27.2%)*PROPOSED TOTAL IMPERVIOUS AREA: 9. 415 AC (43.3%)*DISTURBED AREA: 17.200 AC EXISTING IMPERVIOUS AREA: 0.000 AC*PROPOSED IMPERVIOUS AREA: 9.415 AC*BASED ON NET BUILDABLE PROPERTY AREA ONLY SITE DATA 1.CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SITE SIGNAGE AND STRIPING AS SHOWN ON THIS PLAN.2.CONTRACTOR SHALL PAINT ALL ACCESSIBLE STALLS, LOGOS AND CROSS HATCH LOADING AISLES WITH WHITE OR YELLOW PAVEMENT MARKING PAINT, 4" IN WIDTH. 3.CONTRACTOR SHALL PAINT ANY/ALL DIRECTIONAL TRAFFIC ARROWS, AS SHOWN, IN WHITE OR YELLOW PAINT.4.ALL SIGNAGE SHALL INCLUDE POST, CONCRETE FOOTING AND STEEL CASING WHERE REQUIRED.5.ALL SIGNAGE NOT PROTECTED BY CURB, LOCATED IN PARKING LOT OR OTHER PAVED AREAS TO BE PLACED IN STEEL CASING, FILLED WITH CONCRETE AND PAINTED YELLOW. REFER TO DETAIL(S).6.ANY/ ALL STOP SIGNS TO INCLUDE A 24" WIDE PAINTED STOP BAR IN WHITE PAINT, PLACED AT THE STOP SIGN LOCATION, A MINIMUM OF 4' FROM CROSSWALK IF APPLICABLE. ALL STOP BARS SHALL EXTEND FROM DIRECTIONAL TRANSITION BETWEEN LANES TO CURB.7. ALL SIGNS TO BE PLACED 18" BEHIND BACK OF CURB UNLESS OTHERWISE NOTED.SIGNAGE AND STRIPING NOTES NE WETLAND 40' WETLAND BUFFER AREA REQUIRED = 20, 685 SF 40' AVERAGE WETLAND BUFFER AREA PROVIDED = 29,390 SF WEST CREEK 50' CREEK BUFFER AREA REQUIRED = 82, 390 SF 50' AVERAGE CREEK BUFFER AREA PROVIDED = 82,670 SF WETLAND BUFFER DATA YARD (BUILDING) SETBACKS: FRONT 30 FT MINIMUM SIDE 10 FT MINIMUM REAR 10 FT MINIMUM HWY 5 CORRIDOR OVERLAY DISTRICT:BUILDING SETBACK 70 FT MINIMUM 150 FT MAXIMUM OFF-STREET PARKING SETBACKS:FRONT 25 FT MINIMUM SIDE 25 FT MINIMUM REAR 25 FT MINIMUM MINIMUM 40163 UPD.C COMM 952.21 40165 UPD.C 952.10 45219 FNB B 948.62 PROPOSED BUILDING FFE=952.50 COLD STORAGE BUILDING FFE=952.50 COLD STORAGE BUILDING FFE=952.50 COLD STORAGE BUILDING FFE=952.50 25' PARKING SETBACK 30' BUILDING SETBACK 25' PARKING SETBACK 10' BUILDING SETBACK 30'R 30'R 515'R 20'R 5'R 485'R 30'R 3'R 10'R 10'R 10'R 10'R 15'R 513'R 15'R 487'R 10'R 17.5'16.0' 10.0'80.5'30.0'60.2'13.0' TYP22.0' 64.5' 26.6' 32.0' 164.8' 5.2'5. 5'10' R 10' R 3'R 3' R3'R 3'R 45. 7'46. 8'30. 0'26. 0'30. 7'25. 0'30.0' 10.0 25.0 10 46.8' 44.8' 24.2' 2.0' 44.5' 50' AVERAGE BUFFER AREA 30' MINIMUM BUFFER AREA 30.0 17- WETLAND BUFFER LOCATION SIGNS TYP-SEE DETAIL 30.0 30.0 50' AVERAGE BUFFER AREA 30' MINIMUM BUFFER AREA 50' AVERAGE BUFFER AREA 30' MINIMUM BUFFER AREA CONCRETE APRON TYP- SEE DETAIL HEAVY DUTY BITUMINOUS PAVEMENT TYP- SEE DETAIL MATCH EXISTING MATCH EXISTING CURB & GUTTER, SIDEWALK AND BITUMINOUS PAVEMENT MATCH EXISTING CURB & GUTTER, SIDEWALK AND BITUMINOUS PAVEMENT CONCRETE SIDEWALK TYP-SEE DETAIL HEAVY DUTY BITUMINOUS PAVEMENT TYP- SEE DETAIL MATCH EXISTING MATCH EXISTING CURB & GUTTER, SIDEWALK AND BITUMINOUS PAVEMENT MATCH EXISTING SIDEWALK MATCH EXISTING SIDEWALK MATCH EXISTING SIDEWALK CONCRETE APRON TYP-SEE DETAIL MATCH EXISTING CURB &GUTTER, SIDEWALK AND BITUMINOUS PAVEMENT EXISTING LIGHT POLE TO REMAIN PROTECT DURING CONSTRUCTION SURMOUNTABLE CURB & GUTTER TYP- SEE DETAIL HEAVY DUTY BITUMINOUS PAVEMENT TYP- SEE DETAIL FLAT CURB TYP- SEE DETAIL 3' CURB TAPER 3' CURB TAPER SECURITY FENCE SEE LANDSCAPE PLANS SECURITY ACCESS CARD READER SEE ELECTRICAL PLANS SECURITY GATE SEE ARCHITECTURAL PLANS CONCRETE PAVEMENT TYP- SEE DETAIL B612 CURBGUTTER TYP-SEE DETAIL SECURITY FENCE SEELANDSCAPEPLANS LARGE BLOCK RETAINING WALL TYP- SEE DETAIL HEAVY DUTY BITUMINOUS PAVEMENT TYP- SEE DETAIL CONCRETE PAVEMENT TYP- SEE DETAIL 3.0'CONCRETE PAVEMENT TYP- SEE DETAIL3.0' SECURITY ACCESS CARD READER SEE ELECTRICAL PLANS5. 0'CONCRETE PAVEMENT TYP-SEE DETAIL SECURITY GATE TYP-SEE DETAIL COORDINATE W/OWNER & ELECTRICAL FOR CARD READER CONCRETE SIDEWALK TYP-SEE DETAIL CONCRETE PAVEMENT TYP- SEE DETAIL 3. 0'FLAT CURB TYP-SEE DETAIL 3' TAPER TO FLAT CURB B612 CURB & GUTTER TYP-SEE DETAIL B612 CURB & GUTTER TYP-SEE DETAIL CONCRETE PAVEMENT TYP-SEE DETAIL 20. 0' 26. 5'10) CONCRETE BOLLARD TYP-SEE DETAIL 8) CONCRETE BOLLARD TYP-SEE DETAIL STORAGE BINS SEE ARCHITECTURAL PLANS SNOW STORAGE AREA SURMOUNTABLE CURB & GUTTER TYP-SEE DETAIL TELECOMMUNICATIONS TOWER PROVIDED BY OWNER CURB TRANSITION SURMOUNTABLE CURB & GUTTER TYP-SEE DETAIL ( 20) 24"X24" PRECAST CONCRETE BASES FOR POLE STORAGE BUNKERS COORDINATE WITH OWNER GRAVEL PAVEMENT TYP- SEE DETAIL SNOW STORAGE AREA SOUTH POND SEE GRADING PLANS REMOVE & REPLACE EXISTING SIDEWALK AS NEEDED FOR UTILITY CONSTRUCTION MATCH EXISTING SECTION REFER TO UTILITY PLANS MATCH EXISTING SIDEWALK MATCH EXISTING SIDEWALK B612 CURB & GUTTER TYP-SEE DETAIL SNOW STORAGE AREA STORAGE BINS SEE ARCHITECTURAL PLANS CURB TRANSITION B612 CURB & GUTTER TYP-SEE DETAIL 5'R 1) ELECTRIC VEHICLE CHARGING STATION BASE TYP-SEE DETAIL COORDINATE WITH ELECTRIC PLANS & OWNER 2) BOLLARDS AROUND ELECTRIC VEHICLE CHARGING STATION TYP-SEE DETAIL COORDINATE WITH ELECTRIC PLANS & OWNER 2) ELECTRIC VEHICLE CHARGING STATION SIGNS TYP- SEE DETAIL 6) FUTURE ELECTRIC VEHICLE CHARGING STATION SIGNS TYP- SEE DETAIL 3) FUTURE ELECTRIC VEHICLE CHARGING STATION BASES TYP- SEE DETAIL COORDINATE WITH ELECTRIC PLANS & OWNER 6) BOLLARDS AROUND FUTURE ELECTRIC VEHICLE CHARGING STATION TYP- SEE DETAIL COORDINATE WITH ELECTRIC PLANS & OWNER SECURITY GATE SEE LANDSCAPE PLANS COORDINATE W/OWNER & ELECTRICAL FOR CARD READER 16' DOUBLE SWING GATE SEE LANDSCAPE PLANS TYP-SEE DETAIL 18) CONCRETE BOLLARD TYP- SEE DETAIL 10) CONCRETE BOLLARD TYP- SEE DETAIL CONCRETE PAVEMENT PADS FOR ELECTRICAL & MECHANICAL EQUIPMENT COORDINATE W/ EQUIPMENT SUPPLIER, ELECTRICAL, &MECHANICAL FOR EXACT SIZE, EQUIPMENT LAYOUT,BOLLARD PLACEMENT, PAVEMENT SECTION, AND REINFORCEMENT REQUIREMENTS 16' DOUBLE SWING GATE SEE LANDSCAPE PLANS CONCRETE SIDEWALK TYP- SEE DETAIL LIGHT POLE-TYP SEE ELECTRICAL PLANS B612 CURB & GUTTER TYP- SEE DETAIL 30.7'26. 0'28.4' TAPER TO FLAT CURB TYP- SEE DETAIL TAPER TO FLAT CURB TYP-SEE DETAIL SURMOUNTABLE CURB & GUTTER TYP-SEE DETAIL CURB TRANSITION LIGHT POLE-TYP SEE ELECTRICAL PLANS N SCALE IN FEET 0 30 60 NORTH KEY PLAN DRAWING NUMBER DRAWING TITLE CLIENT 4201 cedar avenue so. - minneapolis, MN 55407 tel. (612) 904-1332 - fax (612) 904- 7366 NOT F O R C O N S T R U C TI O N PROJECT NUMBER 21602.0A REVISION DATE DESCRIPTION BY 1891 Arboretum Boulevard Chanhassen, MN 55317 Xcel Energy Service Center Chanhassen Title: Zachary B. Moen - PE Registration Number: 58688 Date: XX/XX/XXXX By: Title: Professional Engineer I hereby certify that this drawing was prepared by me or under my direct supervision and that I am a duly licensed Professional Engineer under the laws of the State of Minnesota. LOUCKS PROJECT NO. 21602 10/ 25/2022 WATERSHED SUBMITTAL 11/16/2022 TEP SUBMITTAL 11/16/2022 SCHEMATIC DESIGN PACKAGE 12/ 05/2022 SD PACKAGE ADDENDUM 01/ 12/ 2023 CITY SUBMISSION C2.2 SITE PLAN SOUTH NOTE:EXISTING CONDITIONS INFORMATION SHOWN IS FROM AN ALTA/ NSPS LAND TITLE SURVEY PREPARED BY LOUCKS,DATED 03/ 24/2022. PARKING STALL COUNT ACCESSIBLE PARKING STALL 2 LEGEND CATCH BASIN STORM SEWER SANITARY SEWER WATERMAIN STORM MANHOLE SANITARY MANHOLE HYDRANT GATE VALVE SPOT ELEVATION SIGN LIGHT POLE POWER POLE WATER MANHOLE / WELL CONTOUR CONCRETE CURB UNDERGROUND ELECTRIC CONCRETE TELEPHONE PEDESTAL UNDERGROUND TELEPHONE UNDERGROUND GAS OVERHEAD UTILITY CHAIN LINK FENCE BUILDING RETAINING WALL NO PARKING UNDERGROUND FIBER OPTIC SANITARY SEWER SERVICE WATER SERVICE ELECTRIC METER GAS METER TREE LINE EXISTING PROPOSED 972 DRAINTILE FORCEMAIN 373PARKING SETBACK LINE BUILDING SETBACK LINE 2 FENCE FLARED END SECTION POST INDICATOR VALVE BENCHMARK SOIL BORING 3DIRECTION OF FLOW 1.0% 972. 5 Gopher State One Call WARNING:THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND / OR RELOCATION OF LINES.THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454- 0002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES,VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER.NOTE:SEE PAVEMENT SECTIONS ON SHEET C8.1 OR C8.4 FOR TYPE AND DEPTH INFORMATION.LIGHT DUTY BITUMINOUS PAVEMENT CONCRETE SIDEWALK HEAVY DUTY BITUMINOUS PAVEMENT CONCRETE PAVEMENT PAVEMENT TYPES GRAVEL AREA NOTE: SEE CURB & GUTTER DETAILS ON SHEET C8.4 CURB TYPES B612 CURB & GUTTER (STANDARD)B612 CURB & GUTTER (TIP OUT)FLAT CURB & GUTTER (STANDARD)FLAT CURB & GUTTER (TIP OUT)SURMOUNTABLE CURB & GUTTER STANDARD)SURMOUNTABLE CURB & GUTTER TIP OUT)BUILDING INFORMATION MAIN BUILDING CREW AREA: 9,440 SF WAREHOUSE:12, 480 SF VEHICLE STORAGE:39,844 SF MAIN OFFICE:10,866 SF MECHANICAL: 7,363 SF TOTAL AREA: 79,993 SF BUILDING HEIGHT: OFFICE/WAREHOUSE ( 2-STORY):21'-6"VEHICLE STORAGE ( 1-STORY):31'-6"FLEET MAINTENANCE BUILDING FLEET MAINTENANCE:17,580 SF MEZZANINE STANDARD: 3,108 SF MEZZANINE HIGH: 4,012 SF TOTAL AREA:24, 700 SF BUILDING HEIGHT:STANDARD BAY (1-STORY):36'-0"HIGH BAY (1- STORY):61'-0" PROJECTED TOTAL NUMBER OF EMPLOYEES:68 1.ALL PAVING, CONCRETE CURB, GUTTER AND SIDEWALK SHALL BE FURNISHED AND INSTALLED IN ACCORDANCE WITH THE DETAILS SHOWN PER THE DETAIL SHEET(S) AND APPLICABLE GOVERNING AGENCY REQUIREMENTS.2.ACCESSIBLE PARKING AND ACCESSIBLE ROUTES SHALL BE PROVIDED PER CURRENT ADA STANDARDS AND APPLICABLE GOVERNING AGENCY REQUIREMENTS.3.ALL CURB DIMENSIONS SHOWN ARE TO THE FACE OF CURB UNLESS OTHERWISE NOTED.4.ALL BUILDING DIMENSIONS ARE TO THE OUTSIDE FACE OF WALL UNLESS OTHERWISE NOTED.5.BITUMINOUS IMPREGNATED FIBER BOARD TO BE PLACED AT FULL DEPTH OF CONCRETE ADJACENT TO EXISTING STRUCTURES AND BEHIND CURB ADJACENT TO DRIVEWAYS AND SIDEWALKS.6.SEE SITE ELECTRICAL PLAN FOR SITE LIGHTING.7.REFER TO THE GEOTECHNICAL REPORT PREPARED BY BRAUN INTERTEC FOR AN EXISTING SUBSURFACE SITE CONDITION ANALYSIS AND CONSTRUCTION RECOMMENDATIONS INCLUDING BUT NOT LIMITED TO PAVEMENTS AND EXTERIOR SLABS.SITE NOTES CURRENT ZONING: A2 (AGRICULTURAL ESTATE DISTRICT)PROPOSED ZONING: PUD ( PLANNED UNIT DEVELOPMENT)PROPERTY AREA (GROSS): 23.56 AC ( 1,026,095 SF)RIGHT OF WAY AREA: 1.82 AC BUILDABLE PROPERTY AREA (NET): 21.74 AC PROPOSED BUILDING AREA: 2.420 AC ( 11.1%)*PROPOSED IMPERVIOUS PARKING AREA: 1.082 AC (5.0%)*PROPOSED REMAINING SITE IMPERVIOUS AREA:5.913 AC ( 27.2%)* PROPOSED TOTAL IMPERVIOUS AREA: 9.415 AC (43.3%)*DISTURBED AREA: 17.200 AC EXISTING IMPERVIOUS AREA: 0.000 AC*PROPOSED IMPERVIOUS AREA: 9.415 AC*BASED ON NET BUILDABLE PROPERTY AREA ONLY SITE DATA 1.CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SITE SIGNAGE AND STRIPING AS SHOWN ON THIS PLAN.2. CONTRACTOR SHALL PAINT ALL ACCESSIBLE STALLS, LOGOS AND CROSS HATCH LOADING AISLES WITH WHITE OR YELLOW PAVEMENT MARKING PAINT, 4" IN WIDTH.3.CONTRACTOR SHALL PAINT ANY/ALL DIRECTIONAL TRAFFIC ARROWS, AS SHOWN, IN WHITE OR YELLOW PAINT.4.ALL SIGNAGE SHALL INCLUDE POST, CONCRETE FOOTING AND STEEL CASING WHERE REQUIRED.5.ALL SIGNAGE NOT PROTECTED BY CURB, LOCATED IN PARKING LOT OR OTHER PAVED AREAS TO BE PLACED IN STEEL CASING, FILLED WITH CONCRETE AND PAINTED YELLOW. REFER TO DETAIL(S).6.ANY/ALL STOP SIGNS TO INCLUDE A 24" WIDE PAINTED STOP BAR IN WHITE PAINT, PLACED AT THE STOP SIGN LOCATION, A MINIMUM OF 4' FROM CROSSWALK IF APPLICABLE. ALL STOP BARS SHALL EXTEND FROM DIRECTIONAL TRANSITION BETWEEN LANES TO CURB.7.ALL SIGNS TO BE PLACED 18" BEHIND BACK OF CURB UNLESS OTHERWISE NOTED.SIGNAGE AND STRIPING NOTES NE WETLAND 40' WETLAND BUFFER AREA REQUIRED = 20,685 SF 40' AVERAGE WETLAND BUFFER AREA PROVIDED = 29, 390 SF WEST CREEK 50' CREEK BUFFER AREA REQUIRED = 82,390 SF 50' AVERAGE CREEK BUFFER AREA PROVIDED = 82,670 SF WETLAND BUFFER DATA YARD ( BUILDING) SETBACKS:FRONT 30 FT MINIMUM SIDE 10 FT MINIMUM REAR 10 FT MINIMUM HWY 5 CORRIDOR OVERLAY DISTRICT:BUILDING SETBACK 70 FT MINIMUM 150 FT MAXIMUM OFF-STREET PARKING SETBACKS:FRONT 25 FT MINIMUM SIDE 25 FT MINIMUM REAR 25 FT MINIMUM MINIMUM PARKING LAYOUT DIMENSIONS (90 DEGREE PATTERN):PARKING SPACE WIDTH = 9 FT PARKING SPACE LENGTH = 18 FT DRIVE LANE WIDTH = 26 FT TOTAL PARKING 3506 5 STC 3 0 R C P 945.1535068 STC 1 2 R C P 944.0 3 40163 UPD.C COMM 952.21 40165 UPD.C 952.10 45180 GND 947.19 45181 GND 945.6245182 GND 947.42 45185 VLN B 946.74 45186 VLN 946.94 45187 GND 948.2545188 GND 949.73 45189 GND 950.26 45190 GND 950.25 45202 GND 953.27 45203 GND 952.36 45204 GND 950.29 45205 GND 952.00 45206 GND 950.86 45207 GND 952.50 45208 GND 953.26 45209 GND 952.22 45210 GND 951.06 45211 GND 950.2545212 GND 951.69 45215 GND 950.90 45216 GND 952.97 45217 GND 953.80 45218 GND 950.17 45219 FNB B 948.62 45220 VLN1 B 949.15 45221 GND 954.48 45222 GND 953.88 45223 GND 950.29 45224 VLN1 950.65 45225 GND 953.58 45226 VLN1 951.26 45227 GND 948.38 45228 VLN1 947.86 45229 GND 951.00 45230 GND 953.52 45231 GND 952.75 45232 GND 949.34 45233 VLN1 947.58 45234 GND 952.60 45235 GND 952.57 45236 GND 949.29 45237 GND 948.20 45238 VLN1 946.49 45239 GND 949.63 45240 GND 950.50 45241 VLN1 949.24 45242 GND 952.49 45243 GND 955.05 45244 GND 954.25 45245 GND 954.19 45246 GND 953.22 45247 GND 953.37 45248 GND 953.04 45249 GND 953.37 45250 GND 954.39 45251 GND 953.19 45252 GND 954.55 45253 GND 954.54 45254 GND 954.76 45255 GND 954.05 45256 GND 953.60 45257 GND 954.45 45258 GND 953.68 45259 GND 954.51 45260 GND 954.50 45261 GND 956.34 45313 GND 955.54 45314 GND 956.44 45315 GND 955.34 45316 GND 954.80 45317 GND 954.11 45318 GND 954.27 45319 GND 955.14 45320 GND 954.10 45321 GND 955.34 45322 GND 955.18 45323 GND 955.78 45324 GND 955.99 45325 GND 955.68 45326 GND 956.11 45369 GND 956.36 45370 GND 955.80 45371 GND 955.75 45373 GND 955.84 45374 GND 954.84 45375 GND 952.88 45376 GND 951.80 45377 GND 955.29 45378 GND 953.60 45379 GND 956.18 45380 GND 955.71 45389 954.62 45390 GND 954.14 45391 GND 956.32 45392 GND 956.40 45393 GND 957.05 45394 GND 956.44 45395 GND 956.44 45396 GND 954.44 45397 GND 953.76 45398 GND 952.22 45399 GND 951.00 45400 GND 954.11 45401 GND 953.70 45402 GND 955.87 45403 GND 955.55 45404 GND 956.78 45405 GND 956.00 45406 GND 953.04 45407 GND 951.68 45408 GND 950.44 45409 GND 951.55 45410 GND 950.94 45411 VLN1 950.05 40000 CGB B 967.44 40001 CGB AB 966.84 40002 CGB 965.52 40007 CL B AB 966.59 40008 CL 965.32 40009 CL 964.18 40010 CGB 963.79 40011 CGB AE 962.77 40012 CL AE 963.0240013 CL 961.94 40014 CGB 961.8640015CGB 960.85 40018 CL 961.2640019 CL 960.26 40020 CGB 959.92 40022 CGB 959.21 40023 CL 959.6340024 CL 958.45 40025 CL 958.10 40026 CGB 957.9840029 CGB 956.70 40030 CL 956.9540031CL 955.33 40036 CGB 954.8640037CGB 953.40 40039 CL 953.3140040 CL AB 951.35 40041 CGB AB 951.43 40042 CGB 949.77 40043 CGB AE AB 948.25 40044 CL 949.09 40046 CL 946.89 40047 CGB 946.30 40048 CGB 944.50 40049 CL 944.54 40050 CL 942.69 40051 CGB 942.15 40053 CGB 940.81 40056 CL 940.86 40058 CL 939.54 40059 CGB 939.72 40060 CGB 938.62 40061 CL 938.71 40062 CL 937.74 40063 CGB 937.58 40064 CGB 936.42 40065 CL 936.74 40066 CL AE 935.78 40068 CGB 935.48 40069 CGB AE 935.34 40070 CL 935.29 40071 CL 934.96 40072 CGB 934.90 40073 CGB 934.61 40078 CL 934.83 40079 CL 934.94 40080 CGB 934.71 40082 CGB 934.98 935.27 40108 CON 935.41 40109 CON1 935.56 40111 CON 935.30 40112 CON1 935.44 40113 CON1 935.42 40114 CON 935.20 40116 CON 935.17 40117 CON1 935.40 40118 CON1 935.45 40119 CON 935.17 40121 CON 935.56 40122 CON1 935.54 40123 CON1 E 936.03 40124 CON1 B 935.8140125 CON 935.80 40127 CON1 AB 936.44 40128 CON AB 936.40 40129 CON 937.46 40130 CON1 937.76 40131 CON1 AE 938.28 40132 CON AE 938.34 40134 CON1 939.42 40135 CON 939.52 40136 CON 940.6740137VHA4 940.61 40138 BIT E 940.54 40139 BIT E 940.85 40140 CON AB 941.30 40141 CON1 AB 941.26 40142 CON1 943.08 40143 CON 942.91 40145 CON 944.85 40146 CON1 945.71 40148 CON 947.16 40149 CON1 947.34 40150 CON1 949.15 40151 CON 949.14 40153 CON AE 950.74 40154 CON1 AE 950.92 40155 CON1 951.68 40156 CON1 951.82 40157 CON1 952.08 40162 CON1 952.05 40166 CON 951.54 40168 CON 953.72 40169 CON1 954.08 40171 CON 955.52 40172 CON1 955.72 40173 CON1 957.12 40174 CON 956.78 40176 CON 957.97 40177 CON1 958.30 40178 CON1 959.58 40179 CON 959.48 40182 CON 960.35 40183 CON1 960.47 40184 CON1 961.16 40185 CON 961.22 40186 CON 962.36 40188 CON1 962.21 40189 CON1 AB 962.87 40190 CON AB 962.72 40191 CON 964.00 40192 CON1 964.12 40194 CON 964.92 40195 CON1 965.06 40196 CON1 AE 966.47 40197 CON1 E 967.06 40198 CON AE 966.25 40199 CON E 967.00 40238 GND 936.38 40239 GND 943.86 40240 GND 945.95 40241 GND 944.60 40242 VLN B J45185 946.24 40243 VLN 945.41 40244 GND 946.02 40245 GND 946.33 40246 GND 945.83 40247 VLN 946.42 40248 VLN E J45186 947.85 40249 GND 947.78 40250 GND 950.01 40251 GND 947.15 40252 GND 946.92 40253 GND 949.44 40254 GND 949.88 40255 GND 950.58 40256 VLN B J45220 943.39 40257 VLN 939.53 40258 GND 940.59 40259 GND 944.38 40260 GND 947.46 40261 GND 943.39 40262 GND 939.32 40263 GND 941.51 40264 GND 937.73 40265 GND 938.83 40266 GND 940.18 40267 GND 942.15 40268 GND 936.51 40269 VLN 936.19 40270 GND 935.59 40271 VLN 934.77 40272 GND 933.20 40273 VLN 934.90 40274 GND 932.36 40275 GND 928.60 40276 GND 926.17 40277 GND 934.50 40278 GND 935.76 40279 GND 938.51 40280 GND 939.14 40281 GND 938.88 40282 GND 938.40 40283 GND 941.87 40284 GND 942.58 40285 GND 944.52 40286 GND 945.05 40287 GND 944.36 40288 GND 944.2440289 GND 945.24 40290 GND 944.50 40291 GND 945.28 40292 GND 945.20 40293 GND 945.01 40294 GND 934.54 40295 GND 934.79 40296 GND 934.42 40297 GND 936.01 40298 VLN 934.97 40299 GND 934.61 40300 GND 936.39 40301 GND 935.48 40302 VLN 935.60 40303 GND 935.94 40304 GND 929.89 40305 VLN 932.28 40306 VLN E 924.83 40307 GND 926.36 40308 GND 930.84 40309 GND 939.27 40310 GND 943.62 40311 GND 944.8040312 GND 944.4540313GND 944.34 40314 GND 944.48 40315 GND 944.03 40316 GND 943.95 40317 GND 943.23 40318 GND 942.28 40319 GND 941.71 40320 GND 943.09 40321 GND 939.55 40322 GND 936.40 40323 GND 931.6240325GND 938.96 40326 GND 937.29 40327 GND 936.92 40328 GND 936.12 40329 GND 964.59 40330 GND 964.93 40331 GND 964.69 40332 GND 963.60 40333 GND 961.89 40334 GND 962.70 40335 GND 965.21 40336 GND 966.08 40337 GND 967.30 40338 GND 965.55 40339 GND 964.00 40340 GND 965.48 40341 GND 961.48 40342 GND 960.56 40343 GND 958.65 40344 GND 958.98 40345 GND 958.32 40346 GND 956.36 40347 GND 957.21 40348 GND 956.17 40349 GND 959.49 40350 GND 962.87 40351 GND 962.66 40352 GND 964.81 40353 GND 965.05 40354 GND 961.62 40355 GND 962.77 40356 GND 965.20 40357 GND 964.61 40358 GND 963.20 40359 GND 961.67 40360 GND 961.20 40361 GND 959.85 40362 GND 958.88 40363 GND 957.58 40364 GND 958.83 40365 GND 957.21 40366 GND 958.31 40367 GND 957.42 40368 GND 957.43 40369 GND 955.96 40370 GND 954.74 40371 GND 953.92 40372 GND 953.18 40373 GND 953.07 40382 GND 953.91 40383 GND 954.57 40384 GND 954.67 40385 GND 955.55 40386 GND 956.04 40387 GND 952.86 40389 GND 952.37 40391 GND 951.52 40394 GND 950.75 40397 GND 949.59 40399 GND 949.86 40400 GND 949.29 40404 GND 950.02 40412 GND 953.20 40413 VLN B J30339 953.46 40415 GND 953.1240417 GND 953.92 40418 GND 953.59 40419 VLN 954.23 40422 VLN E GDEN B 954.03 40423 GDEN 954.45 40426 GDEN 956.17 40427 GND 957.23 40428 GND 958.34 40429 GND 955.32 40430 GND 957.68 40431 GND 954.79 40432 GND 953.52 40433 GND 953.08 40434 GND 952.74 40435 GND 953.96 40436 GND 959.07 40437 GDEN 959.17 40438 GDEN 962.86 40439 GND 965.48 40442 GND 967.87 40444 GDEN 965.39 40445 GND 963.78 40447 OHU E J40446 955.52 40450 GND 969.88 40451 GND 967.09 40452 GDEN 964.25 40453 GDEN 964.53 40454 GND 966.81 40455 GDEN 968.43 40456 GDEN 971.87 40457 GND 972.26 40458 GND 967.92 40459 GND 968.70 40460 GND 975.7440461GDEN 975.99 40462 GND 978.10 40463 GND 969.32 40464 GND 977.50 40465 GND 979.5840466GDEN 979.70 40467 GND 979.54 40468 GND 977.48 40469 GDEN 977.39 40470 GND 978.18 40472 GND 979.51 40473 GND 970.69 40474 GND 970.60 40475 GND 970.25 40476 GND 976.09 40477 GDEN 975.60 40478 GDEN 974.01 40479 GDEN 972.52 40481 GND 970.9340482 VLN B 969.60 40483 VLN GND 970.78 40484 GND 970.97 40485 VLN 969.08 40486 GND 969.57 40487 GDEN E VLN 971.28 40488 VLN 969.23 40489 GND 968.34 40490 VLN 967.32 40491 VLN 966.88 40492 GND 965.63 40493 GND 970.84 40494 VLN 962.76 40495 GND 961.41 40496 GND 958.23 40497 VLN 957.13 40498 GND 955.79 40499 VLN 955.41 40500 GND 954.67 40501 GND 952.11 40502 VLN 950.44 40503 VLN 947.79 40504 GND 947.95 40505 VLN 947.57 40506 GND 946.58 40507 GND 947.59 40508 GND 947.47 40509 VLN 948.02 40510 GND 947.50 40511 GND 947.95 40512 GND 948.10 40513 GND 948.09 40514 GND 948.10 40515 VLN E J30327 GDEN E J30328 947.88 40516 GND 948.39 40517 GND 948.73 40518 GND 948.5740519 VLN E J30327 948.50 40520 GND 955.87 40521 GND 953.94 40522 GND 953.57 40523 GND 953.69 40524 GND 953.77 40525 GND 953.04 40526 GND 953.17 40527 GND 951.14 40528 GND 951.34 40529 GND 944.32 40530 GND 945.09 40531 BIT B J40138 941.99 40532 BIT 941.01 40533 BIT AB 938.91 40534 BIT 937.69 40535 BIT AE AB 936.14 40536 BIT 934.71 40537 BIT E AE 933.57 40538 BIT B AB 933.21 40539 BIT 934.44 40540 BIT AE AB 935.48 40541 BIT 936.72 40542 BIT AE 938.60 40543 BIT 940.74 40544 BIT E J40139 941.93 40545 GND 945.11 40546 GND 949.88 40547 GND 942.12 40548 GND 941.44 40549 GND 939.89 40550 GND 940.57 40551 GND 937.7740552 GND 937.90 40553 GND 932.33 40554 GND 928.34 40555 GND 929.89 40556 GND 939.11 40557 GND 935.78 40558 GND 937.08 40559 GND 933.88 40560 VLN1 B 933.84 40561 GND 935.72 40562 GND 937.52 40563 GND 938.35 40564 GND 937.38 40565 VLN1 E J30039 937.89 40566 VLN1 B J30039 937.26 40567 GND 936.85 40568 GND 936.93 40569 VLN1 936.42 40570 GND 935.48 40571 GND 936.86 40572 VLN1 937.01 40573 GND 937.76 40574 VLN1 938.91 40575 VLN1 939.32 40576 GND 940.03 40577 VLN1 941.14 40578 GND 943.13 40579 GND 943.09 40580 VLN1 945.70 40581 GND 947.83 40582 VLN1 949.73 40583 VLN1 949.14 40584 GND 948.93 40585 VLN1 E J40519 948.43 40586 GND 949.09 40587 GND 948.88 40588 GND 947.98 40589 GND 948.04 40590 GND 947.46 40591 GND 947.33 40592 GND 947.25 40593 GND 945.53 40594 GND 945.57 40595 GND 945.67 40596 GND 943.15 40597 GND 941.99 40598 GND 944.3740599 GND 944.83 40600 GND 944.63 40601 GND 944.42 40602 GND 944.38 40603 GND 944.08 40604 GND 943.60 40605 GND 943.46 40606 GND 942.69 40607 GND 943.34 40608 GND 942.35 40609 WTR B 3' WIDE CTRLN 938.78 40611 TEL B 966.9740612 TEL B 962.63 40613 ELC B 962.69 40614 ELC 961.94 40615 TEL 962.53 40616 TEL 956.87 40617 ELC 956.90 40618 ELC 956.26 40619 ELC E 956.26 40620 TEL 955.6640621 TEL E 952.94 40622 ELC B 951.76 40623 ELC E 952.18 40624 TEL B 951.42 40625 TEL 946.71 40626 TEL E 941.18 40631 GND 966.47 40633 GND 967.28 40634 GND 968.66 40635 GND 970.14 40636 GND 968.66 40637 VLN B J40482 967.85 40638 VLN 965.63 40639 GND 965.82 40640 GND 967.04 40641 GND 967.52 40642 GND 966.20 40644 GND 966.75 40645 GND 964.44 40646 GND 963.72 40647 VLN 964.41 40648 VLN 962.39 40649 VLN 959.62 40650 GND 958.80 40651 GND 957.50 40652 VLN 957.48 40653 GND 960.90 40654 GND 960.58 40655 GND 964.59 40656 GND 965.90 40657 GND 968.92 40658 GND 965.99 40659 GND 968.34 40660 GND 964.90 40661 GND 964.26 40662 GND 957.92 40663 GND 964.21 40664 GND 968.77 40665 GND 964.85 40666 GND 960.0140667 GND 956.70 40668 VLN 956.25 40669 GND 956.37 40670 GND 958.73 40671 VLN 962.42 40672 GND 964.08 40673 GND 965.33 40674 GND 966.97 40675 GND 960.87 40676 GND 961.54 40677 GND 960.46 40678 GND 956.81 40679 GND 953.00 40680 GND 952.42 40681 VLN 952.8440682 GND 952.51 40683 GND 952.14 40684 GND 958.64 40685 GND 961.18 40686 GND 960.79 40687 GND 955.77 40688 GND 953.95 40689 GND 955.0240690 GND 954.48 40691 GND 958.55 40692 GND 962.46 40693 GND 965.27 40694 GND 965.30 40695 GND 966.03 40696 GND 965.89 40697 GND 965.11 40698 GND 952.22 40699 GND 950.82 40700 GND 949.34 40701 GND 950.94 40702 GND 949.54 40703 VLN 950.80 40704 GND 952.09 40705 VLN 946.28 40706 GND 947.16 40707 GND 947.17 40708 GND 944.51 40709 VLN 943.8040710 GND 942.32 40711 GND 943.91 40712 VLN 943.8540713 GND 943.51 40714 GND 944.29 40715 VLN 944.34 40716 VLN 942.68 40717 GND 942.54 40718 GND 942.20 40719 GND 940.81 40720 GND 939.2440721 VLN 939.30 40722 GND 939.12 40723 GND 937.48 40724 GND 937.60 40725 GND 931.02 40726 GND 929.67 40727 GND 935.43 40728 VLN 935.96 40729 WTR1 B 3'CL 925.54 40730 WTR1 2'CL 925.79 40731 GND 927.55 40732 GND 928.64 40733 GND 935.10 40734 VLN 937.78 40735 GND 940.22 40736 GND 940.46 40737 GND 941.53 40738 VLN 941.99 40739 GND 939.7740740 GND 941.87 40741 GND 942.95 40742 GND 931.12 40743 WTR1 926.98 40744 GND 929.90 40745 GND 936.91 40746 GND 935.4440747 GND 932.3140748 GND 930.22 40749 WTR1 927.78 40750 GND 929.61 40751 GND 936.28 40752 GND 940.44 40753 GND 942.82 40754 VLN 939.71 40755 VLN 938.53 40756 GND 940.98 40757 GND 935.62 40758 GND 930.54 40759 WTR1 928.90 40760 WTR1 928.98 40761 GND 931.17 40762 GND 935.92 40763 GND 931.51 40764 VLN 932.49 40765 WTR1 929.41 40766 WTR1 929.59 40767 GND 930.7640768 GND 930.82 40769 WTR1 929.96 40770 GND 931.26 40771 GND 931.54 40772 GND 931.90 40773 WTR1 930.20 40774 GND 932.12 40775 WTR1 931.00 40776 GND 932.23 40777 GND 934.60 40778 GND 932.69 40779 WTR1 2' 931.7840780 GND 935.10 40781 GND 934.02 40782 VLN 934.16 40783 GND 935.72 40784 WTR1 E 3' 932.12 40785 GND 935.27 40786 GND 935.82 40787 VLN 936.20 40788 GND 938.66 40789 GND 940.37 40790 VLN 940.37 40791 VLN 941.08 40792 GND 941.34 40793 GND 942.79 40794 VLN 943.76 40795 GND 944.41 40796 GND 942.22 40797 GND 941.93 40798 GND 944.56 40799 GND 947.25 40800 GND 946.51 40801 GND 943.95 40802 VLN 945.86 40803 GND 946.69 40804 VLN 944.72 40805 GND 943.63 40806 GND 944.32 40807 VLN 945.14 40808 GND 944.99 40809 VLN 946.90 40810 GND 944.31 40811 GND 943.24 40812 GND 942.44 40813 GND 942.92 40814 GND 941.15 40815 GND 940.51 40816 GND 938.15 40817 GND 938.08 40818 GND 938.48 40819 GND 932.27 40820 GND 932.53 40821 GND 931.53 40822 GND 930.86 40823 GND 935.53 40824 GND 937.70 40825 GND 936.73 40826 GND 937.70 40827 GND 938.48 40828 GND 939.12 40829 GND 939.74 40830 GND 941.80 40831 GND 940.08 40832 GND 943.23 40833 GND 941.42 40834 GND 940.05 40835 GND 938.89 40836 GND 937.56 40837 GND 939.46 40838 GND 939.97 40839 GND 941.22 40840 GND 940.42 40841 GND 939.87 40842 GND 939.70 40843 GND 939.30 40844 GND 940.36 40845 GND 940.87 40846 GND 941.07 40847 GND 942.13 40848 GND 941.87 40849 GND 941.68 40850 VLN 949.08 40851 GND 950.11 40852 GND 953.34 40853 GND 953.0740854 VLN 952.61 40855 GND 952.75 40856 GND 951.24 40857 GND 951.65 40858 VLN 951.83 40859 GND 952.61 40860 GND 957.96 40861 GND 953.43 40862 GND 953.10 40863 GND 954.14 40864 VLN 952.32 40865 VLN 955.91 40866 GND 955.66 40867 GND 957.11 40868 GND 959.17 40869 GND 960.16 40870 GND 960.24 40871 GND 956.14 40872 VLN 957.43 40873 VLN 965.06 40874 GND 962.93 40875 GND 959.79 40876 GND 963.16 40877 GND 963.31 40878 VLN 964.42 40879 VLN 964.95 40880 VLN E 965.47 40883 BIT B AB J40538 928.12 40884 BIT 926.4740885 BIT AE 924.48 40886 BIT CON B 923.72 40887 BIT 923.56 40888 BIT AB 924.43 40889 BIT 926.03 40890 BIT E AE J40537 928.60 40891 RWG B 928.30 40892 RWG 928.73 40893 RWG 936.47 40894 RWG 936.58 40895 RWG 936.57 40896 RWG 936.07 40897 RWG 936.04 40898 GND 935.30 40899 GND 930.60 40900 STEP B J40123 935.97 40901 STEP CON1 B 934.03 40902 STEP CON2 B 933.98 40903 STEP E J40124 935.80 40904 STEP B CON2 E 933.82 40905 STEP CON1 E 934.0140906 GND 935.09 40907 STEP CON1 B 932.05 40908 STEP F CON2 B 931.87 40909 STEP B CON2 E 931.88 40910 STEP CON1 E 932.02 40911 STEP CON1 B 930.03 40912 STEP F CON2 B 929.87 40913 STEP B CON2 E 929.92 40914 STEP CON1 E 930.02 40915 STEP CON1 B AB 928.24 40916 STEP F CON2 B AB 928.08 40917 CON2 927.98 40918 CON2 E AE STR B 928.06 40919 CON1 928.07 40920 CON1 E AE STR 928.25 40921 STEP CON1 B 926.3540922 STEP F CON2 B 926.15 40923 STEP B CON2 E 926.13 40924 STEP CON1 E 926.18 40925 CON 924.0440926 CON 924.07 40927 CON E STR 924.3340928 STEP F CON B 924.20 40929 CON 923.9840930 CON 923.37 40931 CON 922.27 40932 CON 922.36 40933 CON E 922.54 40934 CON B 922.00 40935 CON RWG1 B 921.99 40936 CON 921.98 40937 CON E J40887 923.16 40938 RWG 928.64 40939 RWG 927.88 40940 RWG 922.68 40941 GND 923.42 40942 GND 923.95 40943 GND 928.21 40944 GND 929.51 40945 GND 922.47 40946 GND 922.21 40947 GND 919.89 40949 RWG1 922.14 40950 RWG1 E 920.67 40951 GND 920.78 40952 WTR1 B 3'CL 919.59 40953 RWG F 922.44 40954 GND 920.88 40955 GND 921.71 40956 WTR1 919.44 40957 WTR1 919.66 40958 GND 921.89 40959 GND 921.98 40960 GND 921.13 40961 GND 925.23 40962 WTR1 921.04 40963 WTR1 E 920.94 40964 GND 923.0040965 GND 922.56 40966 GND 929.77 40967 GND 927.1540968 GND 924.38 40969 GND 923.20 40970 STRM INV 24"RCP 920.18 40972 WTR1 B 3'CL 921.04 40973 GND 922.53 40974 GND 923.16 40975 GND 924.30 40976 WTR1 921.21 40977 WTR1 921.35 40978 GND 923.84 40979 WTR1 921.45 40980 GND 923.17 40981 GND 924.61 40982 GND 924.52 40983 WTR1 921.55 40984 GND 923.31 40985 WTR1 921.84 40986 WTR1 922.04 40987 GND 923.6340988 GND 926.51 40989 GND 923.43 40990 GND 928.35 40991 GND 933.17 40992 GND 926.70 40993 GND 924.79 40994 GND 926.58 40995 GND 933.63 40996 GND 932.55 40997 GND 924.69 40998 WTR1 922.22 40999 GND 924.6841000GND 924.87 41001 GND 925.93 41002 WTR1 4' 922.60 41003 GND 924.74 41004 GND 935.89 41005 GND 932.36 41006 GND 936.27 41007 WTR1 923.08 41008 WTR1 922.81 41009 WTR1 923.07 41010 GND 925.1241011 GND 925.06 41012 GND 929.16 41013 WTR1 923.7341014GND 925.59 41015 GND 926.79 41016 GND 930.54 41017 GND 929.36 41018 GND 929.07 41019 GND 926.02 41020 WTR1 924.16 41021 GND 929.67 41022 GND 934.15 41023 GND 933.83 41024 GND 935.99 41025 GND 935.35 41026 GND 936.9841027 GND 931.34 41028 WTR1 924.35 41029 GND 928.84 41030 GND 927.72 41031 WTR1 925.03 41032 GND 928.97 41033 GND 928.17 41034 WTR1 924.84 41035 WTR1 3'CL 925.18 41036 WTR1 925.38 41037 WTR1 E J40729 925.64 41038 GND 928.65 41039 GND 929.9741040 GND 925.5341041 GND 928.44 41042 GND 928.60 41043 GND 936.67 41044 GND 940.53 41045 GND 935.47 41046 GND 942.97 41047 GND 945.30 41048 GND 945.95 41049 GND 945.55 41050 GND 943.72 41051 GND 941.44 41052 GND 943.28 41053 GND 945.28 41054 GND 942.43 41055 GND 939.84 41056 GND 940.29 41057 GND 940.64 41058 GND 942.19 41059 GND 943.74 41060 GND 945.14 41061 GND 943.24 41062 VLN J45411 948.22 41063 VLN E 947.54 41064 GND 946.07 41065 GND 941.05 41066 GND 941.27 41067 GND 946.45 41068 GND 946.16 41069 GND 946.13 41070 GND 947.26 41071 GND 949.01 41072 GND 949.48 41073 GND 946.53 41074 GND 951.52 41075 GND 948.40 41076 GND 952.21 41077 GND 944.53 41078 GND 944.55 41079 GND 939.47 41080 GND 937.63 41081 GND 935.50 41082 GND 933.75 41083 GND 938.34 41084 GND 937.31 41085 GND 932.10 41086 GND 931.56 41087 GND 932.20 41088 GND 935.70 41089 GND 938.78 41090 GND 944.23 41091 GND 936.54 41092 GND 934.4241093 GND 940.14 41094 GND 937.91 41095 GND 938.55 41096 GND 938.86 41097 GND 938.70 41098 GND 939.5141099GND 938.91 41100 GND 942.27 41101 GND 931.83 41102 GND 932.53 41103 GND 938.26 41104 GND 931.31 41105 GND 931.24 41106 GND 935.91 41107 GND 931.28 41108 GND 930.89 41109 GND 936.04 41110 GND 942.21 41111 GND 929.88 41112 GND 930.21 41113 GND 928.8441114 GND 928.9341115 GND 935.03 41116 GND 939.02 41117 GND 936.47 41118 GND 930.50 41119 GND 928.79 41120 GND 925.87 41121 GND 926.88 41122 GND 926.65 40374 WET B 2-1 955.03 40375 WET 2-2 954.4240376 WET 2-3 954.23 40377 WET 2-4 953.88 40378 WET 2-5 952.70 40379 WET 2-6 952.94 40380 WET 2-7 952.77 40381 WET 2-8 952.64 40388 WET 2-9 951.90 40390 WET 2-10 951.15 40392 WET 2-11 950.84 40393 WET 2-13 950.15 40395 WET 2-14 949.50 40396 WET 2-15 949.25 40398 WET 2-16 948.75 40401 WET 2-17 948.57 40402 WET 2-18 948.54 40403 WET 2-19 948.90 40405 WET 2-20 949.26 40406 WET 2-21 949.64 40407 WET 2-22 949.90 40408 WET 2-23 950.64 40409 WET 2-24 950.41 40410 WET 2-25 950.79 40411 WET 2-26 951.87 40414 WET 2-27 952.56 40416 WET 2-28 952.55 40420 WET 2-29 952.91 40421 WET 2-30 953.42 40424 WET 2-31 953.49 40425 WET 2-32 953.78 41123 WET 2-33 953.86 41124 WET 2-34 954.22 41125 WET 2-35 954.99 41126 WET E 2-36 955.59 41127 GND 954.16 41128 WET B 1-1 954.74 41129 WET 1-2 954.33 41130 WET 1-3 953.04 41131 WET 1-4 953.49 41132 WET 1-5 954.56 41133 WET 1-6 954.72 41134 WET E F 1-7 954.78 41135 GND 953.93 41136 GND 956.59 41137 GND 956.14 41138 GND 954.31 41139 GND 952.23 41140 GND 952.76 41141 GND 953.15 41142 GND 956.17 41143 GND 956.64 41144 GND 955.34 41145 GND 954.06 41146 GND 953.93 41147 GND 955.45 41148 GND 952.44 41149 GND 949.46 41150 GND 948.58 41151 GND 946.24 41152 GND 936.64 41153 WTR B J40784 934.96 41154 GND 937.04 41155 GND 937.62 41156 GND 941.54 41157 WTR E J35100 935.81 41158 GND 937.34 41159 GND 937.33 41160 GND 942.01 41161 GND 942.79 41162 GND 942.97 41163 GND 943.60 41164 GND 943.92 41165 GND 946.29 41166 GND 945.82 41167 GND 944.02 41168 GND 945.65 41169 GND 944.02 41170 GND 949.60 41171 GND 949.07 41172 GND 937.30 41173 GND 941.71 41174 GND 946.06 41175 GND 945.60 30000 VLN B 967.04 30001 VLN 964.9030002GDENBJ30001 964.22 30003 GDEN 962.9030004GDEN 962.38 30005 GDEN 962.5930006GDEN 962.1830007 GDEN 960.7530008GDEN 959.0730009 GDEN 957.45 30010 GDEN E J30011 956.30 30011 VLN1 B 955.70 30012 VLN1 954.19 30013 VLN1 953.3930014 VLN1 953.4930015VLN1 953.25 30016 VLN1 952.82 30017 VLN1 952.53 30018 VLN1 950.82 30019 VLN1 946.72 30020 VLN1 947.35 30021 VLN1 949.26 30022 VLN1 958.58 30023 VLN1 951.44 30024 VLN1 E J30011 954.67 30025 VLN2 B 953.59 30026 VLN2 954.75 30027 VLN2 955.71 30028 VLN2 956.05 30029 VLN2 949.74 30030 VLN2 954.25 30031 VLN2 955.57 30032 VLN2 954.95 30033 VLN2 E F 953.45 30034 GDEN B J30017 949.56 30035 GDEN 943.92 30036 GDEN 942.29 30037 GDEN 940.48 30038 GDEN 939.22 30039 GDEN 938.31 30040 GND 939.61 30041 GND 944.32 30042 GND 950.16 30043 GND 953.42 30044 GND 955.13 30045 GND 954.69 30046 GND 953.75 30047 GND 953.27 30048 GND 953.46 30049 GND 954.26 30050 GND 954.69 30051 GND 952.91 30052 GND 948.18 30053 GND 952.08 30054 GND 953.18 30055 GND 952.67 30056 GND 950.23 30057 GND 949.11 30058 GND 945.98 30059 GND 942.75 30060 GND 940.30 30061 GND 941.52 30062 GND 943.43 30063 GND 944.99 30064 GND 938.91 30065 GND 937.31 30066 GND 937.15 30067 GND 937.42 30068 GND 938.52 30069 GND 939.64 30070 GND 938.10 30071 GND 937.87 30072 GND 938.02 30073 GND 939.91 30074 GND 943.18 30075 GND 946.53 30076 GND 942.31 30077 GND 939.67 30078 GND 938.84 30079 GND 939.71 30080 GND 941.82 30081 GND 946.23 30082 GND 942.91 30083 GND 940.78 30084 GND 939.51 30085 GND 940.69 30086 GND 942.89 30087 GND 947.86 30088 GND 949.31 30089 GND 944.77 30090 GND 941.70 30091 GND 940.74 30092 GND 941.82 30093 GND 945.47 30094 GND 949.70 30095 GND 951.55 30096 GND 951.31 30097 GND 952.57 30098 GND 949.24 30099 GND 944.61 30100 GND 942.26 30101 GND 942.26 30102 GND 943.82 30103 GND 947.30 30104 GND 952.53 30105 GND 956.06 30106 GND 956.02 30107 GND 955.05 30108 GND 954.14 30109 GND 953.44 30110 GND 955.61 30111 GND 956.23 30112 GND 957.28 30113 GND 957.53 30114 GND 954.05 30115 GND 949.63 30116 GND 945.84 30117 GND 943.82 30118 GND 943.23 30119 GND 945.20 30120 GND 948.50 30121 GND 952.64 30122 GND 952.59 30123 GND 950.37 30124 GND 949.12 30125 GND 950.84 30126 GND 952.43 30127 GND 950.24 30128 GND 946.81 30129 GND 945.35 30130 GND 945.15 30131 GND 947.37 30132 GND 950.65 30133 GND 954.47 30134 GND 958.18 30135 GND 959.89 30136 GND 959.01 30137 GND 958.07 30138 GND 960.40 30139 GND 960.93 30140 GND 961.02 30141 GND 958.33 30142 GND 955.09 30143 GND 951.92 30144 GND 948.16 30145 GND 947.47 30146 GND 947.91 30147 GND 948.83 30148 GND 951.00 30149 GND 952.15 30150 GND 951.07 30151 GND 949.26 30152 GND 949.63 30153 GND 949.79 30154 GND 950.96 30155 GND 952.13 30156 GND 952.17 30157 GND 952.00 30158 GND 951.55 30159 GND 951.44 30160 GND 951.41 30161 GND 951.70 30162 GND 954.94 30163 GND 957.62 30164 GND 960.36 30165 GND 962.17 30166 GND 962.01 30167 GND 962.98 30168 GND 961.05 30169 GND 958.67 30170 GND 956.27 30171 GND 954.52 30172 GND 955.19 30173 GND 955.42 30174 GND 955.64 30175 GND 955.81 30176 GND 955.44 30177 GND 954.24 30178 GND 952.62 30179 GND 951.26 30180 GND 950.58 30181 GND 950.96 30182 GND 950.84 30183 GND 951.36 30184 GND 952.14 30185 GND 952.20 30186 GND 951.84 30187 GND 952.43 30188 GND 954.70 30189 GND 956.78 30190 GND 958.15 30191 GND 958.35 30192 GND 957.83 30193 GND 956.81 30194 GND 956.02 30195 GND 956.43 30196 GND 958.41 30197 GND 960.62 30198 GND 962.61 30199 GND 961.49 30200 GND 958.80 30201 GND 957.31 30202 GND 956.87 30203 GND 957.78 30204 GND 959.05 30205 GND 960.22 30206 GND 960.08 30207 GND 958.38 30208 GND 955.95 30209 GND 954.36 30210 GND 953.45 30211 GND 953.86 30212 GND 953.92 30213 GND 953.54 30214 GND 952.65 30215 GND 951.59 30216 GND 952.22 30217 GND 953.42 30218 GND 954.06 30219 GND 954.16 30220 GND 953.88 30221 GND 954.59 30222 GND 955.59 30223 GND 955.96 30224 GND 956.17 30225 GND 957.22 30226 GND 959.24 30227 GND 961.09 30228 GND 961.78 30229 GND 960.66 30230 GND 959.6030231 GND 957.99 30232 GND 959.34 30233 GND 960.57 30234 GND 959.42 30235 GND 956.94 30236 GND 955.58 30237 GND 954.65 30238 GND 954.89 30239 GND 955.37 30240 GND 954.14 30241 GND 953.46 30242 GND 953.82 30243 GND 954.78 30244 GND 955.91 30245 GND 958.14 30246 GND 958.70 30247 GND 957.50 30248 GND 956.6430249 GND 955.20 30250 GND 955.50 30251 GND 956.04 30252 GND 955.98 30253 GND 954.78 30254 GND 953.76 30255 GND 952.73 30256 GND 955.88 30257 GND 958.08 30258 GND 959.60 30259 GND 960.47 30260 GND 959.84 30261 GND 958.71 30262 GND 957.97 30263 GND 958.03 30264 GND 958.45 30265 GND 959.42 30266 GND 960.72 30267 GND 960.50 30268 GND 959.39 30269 GND 958.99 30270 GND 959.13 30271 GND 960.08 30272 GND 961.11 30273 GND 960.20 30274 GND 958.98 30275 GND 957.93 30276 GND 959.03 30277 GND 960.12 30278 GND 961.99 30279 GND 963.46 30280 GND 962.27 30281 GND 961.31 30282 GND 960.81 30283 GND 960.79 30284 GND 961.37 30285 VLN 962.03 30286 VLN 962.04 30287 VLN 962.85 30288 VLN 963.85 30289 VLN 965.27 30290 VLN 964.51 30291 VLN 962.29 30292 VLN 961.29 30293 VLN 960.51 30294 VLN 958.48 30295 VLN 957.40 30296 VLN 956.59 30297 VLN 955.86 30298 VLN 956.59 30299 VLN 957.45 30300 VLN 958.74 30301 VLN 960.14 30302 VLN 960.67 30303 VLN 962.06 30304 VLN 963.05 30305 VLN 962.44 30306 VLN 960.14 30307 VLN 958.38 30308 VLN 957.72 30309 VLN 957.00 30310 VLN 956.48 30311 VLN 956.31 30312 VLN 955.34 30313 VLN 954.04 30314 VLN 953.41 30315 VLN E 952.77 30316 GDEN1 B J30315 952.58 30317 GDEN1 952.65 30318 GDEN1 952.50 30319 GDEN1 952.43 30320 GDEN1 951.64 30321 GDEN1 950.91 30322 GDEN1 950.66 30323 GDEN1 949.98 30324 GDEN1 949.58 30325 GDEN1 949.08 30326 GDEN1 948.86 30327 GDEN1 E VLN B 948.76 30328 GDEN2 B 947.98 30329 GDEN2 948.24 30330 GDEN2 948.68 30331 GDEN2 948.99 30332 GDEN2 949.19 30333 GDEN2 950.11 30334 GDEN2 951.01 30335 GDEN2 951.50 30336 GDEN2 952.35 30337 GDEN2 952.15 30338 GDEN2 952.90 30339 GDEN2 E B VLN1 952.82 30340 GND 953.68 30341 GND 954.57 30342 GND 954.95 30343 GND 954.93 30344 GND 955.22 30345 GND 957.95 30346 GND 960.7630347GND 961.7330348 GND 962.27 30349 GND 964.90 30350 GND 968.25 30351 GND 971.0430352 GND 974.12 30353 GND 977.42 30354 GND 977.94 30355 GND 975.35 30356 GND 973.43 30357 GND 970.64 30358 GND 968.24 30359 GND 972.43 30360 GND 972.02 30361 GND 967.97 30362 GND 965.10 30363 GND 962.84 30364 GND 961.05 30365 GND 960.82 30366 GND 959.97 30367 GND 959.39 30368 GND 957.46 30369 GND 955.67 30370 GND 958.00 30371 GND 959.22 30372 GND 959.66 30373 GND 959.56 30374 GND 959.82 30375 GND 960.74 30376 GND 962.39 30377 GND 964.35 30378 GND 966.98 30379 GND 963.60 30380 GND 961.58 30381 GND 959.91 30382 GND 958.70 30383 GND 958.49 30384 GND 959.82 30385 GND 960.29 30386 GND 959.25 30387 GND 956.24 30388 GND 956.11 30389 GND 958.67 30390 GND 961.54 30391 GND 960.65 30392 GND 958.16 30393 GND 957.4830394GND 959.21 30395 GND 961.0230396 GND 961.1430397GND 961.83 30398 GND 959.22 30399 GND 957.33 30400 GND 956.06 30401 GND 955.36 30402 GND 952.74 30403 GND 949.31 30404 GND 948.34 30405 GND 948.39 30406 GND 950.42 30407 GND 953.19 30408 GND 956.37 30409 GND 957.76 30410 GND 958.67 30411 GND 959.86 30412 GND 959.95 30413 GND 959.20 30414 GND 958.97 30415 GND 956.66 30416 GND 953.35 30417 GND 950.28 30418 GND 948.84 30419 GND 948.70 30420 GND 950.36 30421 GND 953.21 30422 GND 956.42 30423 GND 957.79 30424 GND 957.26 30425 GND 957.32 30426 GND 957.52 30427 GND 957.22 30428 GND 956.79 30429 GND 956.42 30430 GND 956.75 30431 GND 955.08 30432 GND 952.28 30433 GND 950.20 30434 GND 949.22 30435 GND 949.97 30436 GND 951.71 30437 GND 953.71 30438 GND 954.91 30439 GND 956.60 30440 GND 957.79 30441 GND 958.63 30442 GND 961.29 30443 GND 959.46 30444 GND 956.97 30445 GND 954.40 30446 GND 951.67 30447 GND 950.45 30448 GND 951.82 30449 GND 953.22 30450 GND 953.61 30451 GND 953.82 30452 GND 953.97 30453 GND 954.61 30454 GND 955.89 30455 GND 955.02 30456 GND 955.54 30457 GND 956.91 30458 GND 958.09 30459 GND 960.02 30460 GND 958.34 30461 GND 956.22 30462 GND 954.26 35000 GND 949.63 35001 GND 950.12 35002 GND 955.40 35003 GND 963.72 35004 GND 964.05 35005 GND 957.92 35006 GND 951.34 35007 VLN B 949.58 35008 VLN 949.33 35009 VLN 949.33 35010 VLN 950.44 35011 VLN 950.93 35012 VLN GND 947.60 35013 VLN GND 945.02 35014 GND 948.29 35015 GND 952.58 35017 GND 957.43 35018 GND 963.59 35019 GND 964.28 35020 GND 958.56 35021 GND 952.85 35022 VLN GND 951.01 35023 VLN GND 951.14 35024 VLN GND 951.60 35025 VLN GND 952.70 35026 VLN GND 952.22 35027 VLN GND 952.91 35028 VLN E J40865 955.39 35029 GND 955.03 35030 GND 954.22 35031 GND 957.52 35032 GND 957.69 35033 GND 956.56 35034 GND 956.99 35035 GND 960.15 35036 GND 964.53 35037 GND 964.98 35038 GND 962.15 35039 GND 960.4935040 GND 960.10 35041 GND 962.19 35042 GND 963.25 35043 GND 963.31 35044 GND 964.62 35045 GND 964.39 35046 GND 964.80 35047 GND 961.09 35048 GND 956.25 35049 GND 953.9735050 GND 953.29 35051 GND 948.29 35052 GND 945.43 35053 RIP B 946.8135054 RIP 945.15 35055 RIP 944.7935056RIP 944.45 35057 RIP 945.13 35058 RIP 945.00 35059 RIP 945.20 35060 RIP 944.92 35061 RIP 947.13 35062 RIP 948.77 35063 RIP F 948.0635069 GND 945.20 35070 GND 946.70 35071 GND 948.40 35072 GND 949.31 35073 GND 948.00 35074 GND 945.28 35075 WTR B 6' WIDE 943.78 35076 WTR 6' WIDE 942.47 35077 WTR 5' WIDE 941.53 35078 GND 944.84 35079 GND 949.31 35080 GND 950.00 35081 GND 948.67 35082 GND 944.18 35083 WTR 4' WIDE 941.73 35084 WTR 4' WIDE 941.2435085 WTR 4' WIDE 941.2635086 WTR 4' WIDE 941.2035087 WTR 4' WIDE 941.1935088 WTR 4' WIDE 940.70 35089 WTR 4' WIDE 940.70 35090 WTR 4' WIDE 939.35 35092 WTR 4' WIDE 938.73 35093 WTR 8' WIDE 938.28 35094 WTR 8' WIDE 938.28 35095 WTR 8' WIDE 938.3835096 WTR 8' WIDE 937.0635097 WTR 6' WIDE 937.34 35098 WTR 4' WIDE 936.56 35099 WTR 3' WIDE 944.30 35100 WTR E 3' WIDE 935.78 35101 GND 945.62 35102 GND 943.13 35103 GND 944.8735104 GND 947.69 35105 GND 945.84 35106 GND 943.20 35107 GND 941.12 35108 GND 944.73 35109 GND 943.10 35110 GND 943.34 35111 GND 940.98 45415 CON B J45417 950.78 45417 CON B 953.82 45418 CON1 B 953.8245419CON1 954.06 45420 CON1 E 954.94 45421 CON1 B 954.94 45422 CGB B J45421 954.96 45427 CON1 954.17 45428 CON 954.06 45524 CON1 B J45418 950.83 45526 GND 952.40 45529 ETR.C B 945.86 45530 ETR.C 945.90 45531 ETR.C 945.99 45532 ETR.C F 945.90 45533 VLN B J41063 945.95 45534 VLN 948.90 45536 VLN 948.79 45537 VLN 949.54 45538 VLN 949.28 45539 GND 949.16 45540 GND 946.97 45541 GND 949.17 45542 GND 947.45 45543 GND 945.47 45544 GND 945.97 45545 GND 944.86 45546 GND 946.21 45547 GND 947.97 45548 GND 948.34 45549 GND 947.30 45550 GND 949.12 45551 GND 945.80 45552 GND 945.49 45553 GND 945.08 45554 GND 944.16 45555 GND 943.86 45556 GND 944.07 45557 GND 944.3245558 GND 945.57 45559 GND 949.84 26 TRAV 937.88 40882 TRAV NAIL 924.44 45416 TRAV NAIL 953.86 45525 TRAV NAIL 947.15 45535 TRAV NAIL 948.30 444444444444888888888888888888888888888888888888888888888888NOPARKINGNO PARKING NO PARKING PROPOSED BUILDING LOWER LEVEL=952.50 LEVEL 1=974.50 PROPOSED BUILDING FFE=952.50 COLD STORAGE BUILDING FFE=952.50 COLD STORAGE BUILDING FFE=952.50 COLD STORAGE BUILDING FFE=952.50 951 951 952 952 952 953 954 955954955954956957958 960961962961962963 960959961962963955953954956957958960956957958959961962963964960959961962960958959961962963964965961962963964965964960958959961962 963951952955953954 956 9559 5 2 9 5 3 95495495 4 95695 5 953 95 4 970 971 972 973 974 967 968 969 952953954955960965954956957958959961962963964966967968 960956 957958959 952951952952952952960 965 958 959 961 962 963 964 966 967 968 969 965961962963964966955960956957958959961962970 971 972 973 951952951952952 9519 5 1 95 2 952 96 0965 970 95795 8 95 996 1 9 6 2 9639649669679689699 7 1 9 7 2 9 7 3974 965966967968970 975 966967968969 971972973974 976977978979 970975969971972973974976977978 945 950 955 960 965 943944 946 947948949 951952953954 956957958959 961 962 963 964 94 0 9 4 5 9 419429439 4 4 9 4 6 9359 4 0 93393493 6 9 3 7 9 3 8 9 3 9 9 41942 945950943944946947948949951940945941942943944946945942943944946935940933934936937938939941945950942943944946947948949951952945 942 943 94494694594 3944946 8 88940938939941942930935931932933934936937938939 95488888951952955 95 6 95 7 955956957958955955956955 953 954956972973974952 8884444950 947 948949 951952953 951ACTIVITIES MUST BE CONDUCTED SO AS TO MINIMIZE THE POTENTIAL OF AQUATIC INVASIVE SPECIES TO THE MAXIMUM EXTENT POSSIBLE WALL 1 WALL 2 WALL 3 EXISTING WETLAND EXISTING 100-YR HWL:955.38 PROPOSED 100-YR HWL:955.36 EXISTING FLOOD ELEVATION: 946' AS PROVIDED BY RPBCWD FOR NORTH PORTION OF CREEK) EXISTING FLOOD ELEVATION: 929' AS PROVIDED BY RPBCWD FOR CENTER PORTION OF CREEK) EXISTING FLOOD ELEVATION: 924' AS PROVIDED BY RPBCWD FOR SOUTH PORTION OF CREEK) ACTIVITIES MUST BE CONDUCTED SO AS TO MINIMIZE THE POTENTIAL OF AQUATIC INVASIVE SPECIES TO THE MAXIMUM EXTENT POSSIBLE ACTIVITIES MUST BE CONDUCTED SO AS TO MINIMIZE THE POTENTIAL OF AQUATIC INVASIVE SPECIES TO THE MAXIMUM EXTENT POSSIBLE NURP POND SEE DETAIL NURP POND SEE DETAIL WEIR OVERFLOW 10' INV= 946.00 WEIR OVERFLOW 10' INV= 946.00 WALL 4 AREA TO BE OVER-EXCAVATED PRIOR TO RIP-RAP INSTALLATION. NO FILL TO BE PLACED WITHIN 100-YEAR FLOODPLAIN. AREA TO BE OVER-EXCAVATED PRIOR TO RIP-RAP INSTALLATION. NO FILL TO BE PLACED WITHIN 100-YEAR FLOODPLAIN. 12' WIDE MAINTENANCE BERM 12' WIDE MAINTENANCE BERM NORTH POND TOP OF BERM= 946.50 EOF= 946.00 NWL= 943.00 BOT= 933.00 HWL= 945.88 SOUTH POND TOP OF BERM= 946.50 EOF= 946.00 NWL= 942.00 BOT= 933.00 HWL= 944.40 N SCALE IN FEET 0 50 100 NORTH KEY PLAN DRAWING NUMBER DRAWING TITLE CLIENT 4201 cedar avenue so. - minneapolis, MN 55407 tel. (612) 904-1332 - fax (612) 904-7366 NOT F O R C O N S T R U C TI O N PROJECT NUMBER 21602.0A REVISION DATE DESCRIPTION BY 1891 Arboretum Boulevard Chanhassen, MN 55317 Xcel Energy Service Center Chanhassen Title: Zachary B. Moen - PE Registration Number: 58688 Date: XX/XX/XXXX By: Title: Professional Engineer I hereby certify that this drawing was prepared by me or under my direct supervision and that I am a duly licensed Professional Engineer under the laws of the State of Minnesota. LOUCKS PROJECT NO. 21602 10/25/2022 WATERSHED SUBMITTAL 11/16/2022 TEP SUBMITTAL 11/16/2022 SCHEMATIC DESIGN PACKAGE 12/05/2022 SD PACKAGE ADDENDUM 01/12/2023 CITY SUBMISSION C3.0 GRADING PLAN OVERALL NOTE: EXISTING CONDITIONS INFORMATION SHOWN IS FROM AN ALTA/NSPS LAND TITLE SURVEY PREPARED BY LOUCKS, DATED 03/24/2022. PARKING STALL COUNT ACCESSIBLE PARKING STALL 2 LEGEND CATCH BASIN STORM SEWER SANITARY SEWER WATERMAIN STORM MANHOLE SANITARY MANHOLE HYDRANT GATE VALVE SPOT ELEVATION SIGN LIGHT POLE POWER POLE WATER MANHOLE / WELL CONTOUR CONCRETE CURB UNDERGROUND ELECTRIC CONCRETE TELEPHONE PEDESTAL UNDERGROUND TELEPHONE UNDERGROUND GAS OVERHEAD UTILITY CHAIN LINK FENCE BUILDING RETAINING WALL NO PARKING UNDERGROUND FIBER OPTIC SANITARY SEWER SERVICE WATER SERVICE ELECTRIC METER GAS METER TREE LINE EXISTING PROPOSED 972 DRAINTILE FORCEMAIN 373PARKING SETBACK LINE BUILDING SETBACK LINE 2 FENCE FLARED END SECTION POST INDICATOR VALVE BENCHMARK SOIL BORING 3DIRECTION OF FLOW 1.0% 972.5 Gopher State One Call WARNING: THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND / OR RELOCATION OF LINES. THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. 1.SPOT ELEVATIONS REPRESENT FINISHED SURFACE GRADES, GUTTER/FLOW LINE, FACE OF BUILDING, OR EDGE OF PAVEMENT UNLESS OTHERWISE NOTED. 2.ALL ACCESSIBLE ROUTES SHALL BE CONSTRUCTED WITH A CROSS SLOPE NOT EXCEEDING 2% AND A RUNNING SLOPE NOT EXCEEDING 5%. 3.AT TURNING POINTS ALONG THE ACCESSIBLE ROUTE THE PAVEMENT SHALL NOT EXCEED 2% IN ANY DIRECTION FOR AN AREA 60" IN DIAMETER. 4.ALL PUBLIC SIDEWALKS SHALL BE CONSTRUCTED WITH A CROSS SLOPE NOT EXCEEDING 2% AND A RUNNING SLOPE NOT EXCEEDING 5%. 5.CATCH BASINS AND MANHOLES IN PAVED AREAS SHALL BE SUMPED 0.04 FEET. ALL CATCH BASINS IN GUTTERS SHALL BE SUMPED 0.16 FEET. RIM ELEVATIONS SHOWN ON PLANS DO NOT REFLECT SUMPED ELEVATIONS. 6.REFER TO GEOTECHNICAL EVALUATION REPORT BY BRAUN INTERTEC FOR AN EXISTING SUBSURFACE SITE CONDITION ANALYSIS AND CONSTRUCTION RECOMMENDATIONS INCLUDING BUT NOT LIMITED TO: A.REUSE OF ON-SITE SOILS B.GROUNDWATER AND RECOMMENDATIONS FOR EXCAVATION DEWATERING. C.SITE GRADING AND SUBGRADE PREPARATION. D.PAVEMENTS AND EXTERIOR SLABS. E.TRENCH EXCAVATION AND BACKFILL. F.EXTERIOR UTILITY SUPPORTS. G.FROST PROTECTION. 7.CITY AND WATERSHED SHALL BE NOTIFIED AT LEAST 24 HOURS PRIOR TO CONSTRUCTION OF STORMWATER BMPS. 8.ALL DISTURBED UNPAVED AREAS ARE TO RECEIVE MINIMUM OF 6 INCHES OF TOP SOIL AND SEED/MULCH OR SOD. THESE AREAS SHALL BE WATERED/MAINTAINED BY THE CONTRACTOR UNTIL VEGETATION IS ESTABLISHED. REFER TO THE LANDSCAPE PLANS, DETAILS AND SPECIFICATIONS FOR FINAL SITE STABILIZATION. 9.FOR SITE RETAINING WALLS "TW" EQUALS SURFACE GRADE AT TOP FACE OF WALL (NOT TOP OF WALL) AND "BW" EQUALS SURFACE GRADE AT BOTTOM FACE OF WALL (NOT BOTTOM OF BURIED WALL COURSES). 10.FOR SITE STAIRS, "TS" EQUALS SURFACE ELEVATION AT TOP OF STAIRS AND "BS" EQUALS SURFACE ELEVATION AT BOTTOM OF STAIRS. REFER TO SITE PLAN FOR NUMBER OF RISERS AND RISER HEIGHT. 11.STREETS MUST BE CLEANED AND SWEPT WHENEVER TRACKING OF SEDIMENTS OCCURS AND BEFORE SITES ARE LEFT IDLE FOR WEEKENDS AND HOLIDAYS. A REGULAR SWEEPING SCHEDULE MUST BE ESTABLISHED. 12.DUST MUST BE ADEQUATELY CONTROLLED. 13.SEE SWPPP FOR ADDITIONAL EROSION CONTROL NOTES AND REQUIREMENTS. 14.SEE UTILITY PLAN FOR WATERMAIN, STORM SEWER, AND SANITARY SEWER INFORMATION. 15.SEE SITE PLAN FOR CURB AND BITUMINOUS TAPER LOCATIONS. 16.REFERENCE ARCHITECTURAL AND STRUCTURAL DRAWINGS FOR BUILDING ELEVATIONS. 17.THE CONTRACTOR ALONG WITH THE OWNER SHALL OBTAIN ALL NECESSARY PERMITS AND APPROVALS FROM GOVERNING AUTHORITIES, INCLUDING ANY CITY PERMITS AND THE NPDES PERMIT. 18.INSTALL EROSION CONTROL AND TREE PROTECTION MEASURES BEFORE BEGINNING SITE GRADING ACTIVITIES. SOME EROSION CONTROLS SUCH AS BALE CHECKS AND TEMPORARY SILT PONDS MAY BE INSTALLED AS GRADING OCCURS IN SPECIFIC AREAS. MAINTAIN EROSION CONTROLS THROUGHOUT THE GRADING PROCESS AND REMOVE WHEN TURF HAS BEEN ESTABLISHED. 19.CONTRACTOR SHALL PROVIDE AS-BUILT INFORMATION OF GRADING ACTIVITIES AS NEEDED PER APPLICABLE PERMIT REQUIREMENTS AND/OR DEVELOPMENT AGREEMENTS. GRADING NOTES 162408 3506 5 STC 3 0 R C P 945.1 5 3506 8 STC 1 2 R C P 944.0 3 45234 GND 952.60 45235 GND 952.57 45236 GND 949.29 45237 GND 948.20 45238 VLN1 946.49 45239 GND 949.63 45240 GND 950.50 45241 VLN1 949.24 45242 GND 952.49 45244 GND 954.25 45246 GND 953.22 45247 GND 953.37 45248 GND 953.04 45249 GND 953.37 45375 GND 952.88 45376 GND 951.80 45406 GND 953.04 45407 GND 951.68 45408 GND 950.44 45409 GND 951.55 45410 GND 950.94 45411 VLN1 950.05 40357 GND 964.61 40358 GND 963.20 40359 GND 961.67 40360 GND 961.20 40361 GND 959.85 40362 GND 958.88 40363 GND 957.58 40365 GND 957.21 40366 GND 958.31 40367 GND 957.42 40368 GND 957.43 40369 GND 955.96 40370 GND 954.74 40371 GND 953.92 40372 GND 953.18 40373 GND 953.07 40382 GND 953.91 40383 GND 954.57 40384 GND 954.67 40385 GND 955.55 40386 GND 956.04 40387 GND 952.86 40389 GND 952.37 40391 GND 951.52 40394 GND 950.75 40397 GND 949.59 40399 GND 949.86 40400 GND 949.29 40404 GND 950.02 40412 GND 953.20 40413 VLN B J30339 953.46 40415 GND 953.12 40417 GND 953.92 40418 GND 953.59 40419 VLN 954.23 40422 VLN E GDEN B 954.03 40423 GDEN 954.45 40426 GDEN 956.17 40427 GND 957.23 40428 GND 958.34 40429 GND 955.32 40430 GND 957.68 40431 GND 954.79 40432 GND 953.52 40433 GND 953.08 40434 GND 952.74 40435 GND 953.96 40436 GND 959.07 40437 GDEN 959.17 40438 GDEN 962.86 40439 GND 965.48 40442 GND 967.87 40444 GDEN 965.39 40445 GND 963.78 40447 OHU E J40446 955.52 40450 GND 969.88 40451 GND 967.09 40452 GDEN 964.25 40453 GDEN 964.53 40454 GND 966.81 40455 GDEN 968.43 40456 GDEN 971.87 40457 GND 972.26 40458 GND 967.92 40459 GND 968.70 40460 GND 975.7440461 GDEN 975.99 40462 GND 978.10 40463 GND 969.32 40464 GND 977.50 40465 GND 979.5840466 GDEN 979.70 40467 GND 979.54 40468 GND 977.48 40469 GDEN 977.39 40470 GND 978.18 40472 GND 979.51 40473 GND 970.69 40474 GND 970.60 40475 GND 970.25 40476 GND 976.09 40477 GDEN 975.60 40478 GDEN 974.01 40479 GDEN 972.52 40481 GND 970.93 40482 VLN B 969.60 40483 VLN GND 970.78 40484 GND 970.97 40485 VLN 969.08 40486 GND 969.57 40487 GDEN E VLN 971.28 40488 VLN 969.23 40489 GND 968.34 40490 VLN 967.32 40491 VLN 966.88 40492 GND 965.63 40493 GND 970.84 40494 VLN 962.76 40495 GND 961.41 40496 GND 958.23 40497 VLN 957.13 40498 GND 955.79 40499 VLN 955.41 40500 GND 954.67 40501 GND 952.11 40502 VLN 950.44 40503 VLN 947.79 40504 GND 947.95 40505 VLN 947.57 40506 GND 946.58 40507 GND 947.59 40508 GND 947.47 40509 VLN 948.02 40510 GND 947.50 40511 GND 947.95 40512 GND 948.10 40513 GND 948.09 40514 GND 948.10 40515 VLN E J30327 GDEN E J30328 947.88 40516 GND 948.39 40517 GND 948.73 40518 GND 948.57 40519 VLN E J30327 948.50 40583 VLN1 949.14 40584 GND 948.93 40585 VLN1 E J40519 948.43 40586 GND 949.09 40587 GND 948.88 40588 GND 947.98 40589 GND 948.04 40590 GND 947.46 40591 GND 947.33 40592 GND 947.2540593GND 945.53 40594 GND 945.57 40598 GND 944.37 40599 GND 944.8340600 GND 944.63 40601 GND 944.42 40602 GND 944.38 40603 GND 944.08 40604 GND 943.60 40605 GND 943.46 40606 GND 942.69 40607 GND 943.34 40608 GND 942.35 40609 WTR B 3' WIDE CTRLN 938.78 40631 GND 966.47 40633 GND 967.28 40634 GND 968.66 40635 GND 970.14 40636 GND 968.66 40637 VLN B J40482 967.85 40638 VLN 965.63 40639 GND 965.82 40640 GND 967.04 40641 GND 967.52 40642 GND 966.20 40644 GND 966.75 40645 GND 964.44 40646 GND 963.72 40647 VLN 964.41 40648 VLN 962.39 40649 VLN 959.62 40650 GND 958.80 40651 GND 957.50 40652 VLN 957.48 40653 GND 960.90 40654 GND 960.58 40655 GND 964.59 40656 GND 965.90 40657 GND 968.92 40658 GND 965.99 40659 GND 968.34 40660 GND 964.90 40661 GND 964.26 40662 GND 957.92 40663 GND 964.21 40664 GND 968.77 40665 GND 964.85 40666 GND 960.01 40667 GND 956.70 40668 VLN 956.25 40669 GND 956.37 40670 GND 958.73 40671 VLN 962.42 40672 GND 964.08 40673 GND 965.33 40674 GND 966.97 40675 GND 960.8740676GND 961.54 40677 GND 960.46 40678 GND 956.81 40679 GND 953.00 40680 GND 952.42 40681 VLN 952.84 40682 GND 952.5140683 GND 952.14 40684 GND 958.64 40685 GND 961.18 40686 GND 960.79 40687 GND 955.77 40688 GND 953.95 40689 GND 955.0240690 GND 954.48 40691 GND 958.55 40692 GND 962.46 40693 GND 965.27 40694 GND 965.30 40695 GND 966.03 40696 GND 965.89 40697 GND 965.11 40698 GND 952.22 40699 GND 950.82 40700 GND 949.34 40701 GND 950.94 40702 GND 949.54 40703 VLN 950.80 40704 GND 952.09 40705 VLN 946.28 40706 GND 947.16 40707 GND 947.17 40708 GND 944.51 40709 VLN 943.80 40710 GND 942.32 40711 GND 943.91 40712 VLN 943.85 40713 GND 943.51 40714 GND 944.29 40715 VLN 944.34 40716 VLN 942.68 40717 GND 942.54 40718 GND 942.20 40719 GND 940.81 40722 GND 939.12 40739 GND 939.77 40740 GND 941.87 40743 40744 GND 40745 GND 936.91 40746 GND 935.44 40747 GND 932.3140748 GND 930.2240749 WTR1 927.78 40750 GND 929.61 40751 GND 936.28 40752 GND 940.44 40753 GND 942.82 40754 VLN 939.71 40755 VLN 938.53 40756 GND 940.98 40757 GND 935.62 40758 GND 930.54 40759 WTR1 928.90 40760 WTR1 928.98 40761 GND 931.17 40762 GND 935.92 40763 GND 931.51 40764 VLN 932.49 40765 WTR1 929.41 40766 WTR1 929.59 40767 GND 930.76 40768 GND 930.82 40769 WTR1 929.9640770GND 931.26 40771 GND 931.54 40772 GND 931.90 40773 WTR1 930.20 40774 GND 932.12 40775 WTR1 931.00 40776 GND 932.23 40777 GND 934.60 40778 GND 932.6940779 WTR1 2' 931.7840780 GND 935.10 40781 GND 934.0240782VLN 934.16 40783 GND 935.72 40784 WTR1 E 3' 932.12 40785 GND 935.27 40786 GND 935.82 40787 VLN 936.20 40788 GND 938.66 40789 GND 940.37 40790 VLN 940.37 40791 VLN 941.08 40792 GND 941.34 40793 GND 942.79 40794 VLN 943.76 40795 GND 944.41 40796 GND 942.22 40797 GND 941.93 40798 GND 944.56 40799 GND 947.25 40800 GND 946.51 40801 GND 943.95 40802 VLN 945.86 40803 GND 946.69 40804 VLN 944.72 40805 GND 943.63 40806 GND 944.32 40807 VLN 945.14 40808 GND 944.99 40809 VLN 946.90 40810 GND 944.31 40811 GND 943.24 40812 GND 942.44 40813 GND 942.92 40814 GND 941.15 40815 GND 940.51 40816 GND 938.15 40817 GND 938.08 40818 GND 938.48 40819 GND 932.27 40820 GND 932.53 40821 GND 931.53 40822 GND 930.86 40823 GND 935.53 40824 GND 937.70 40825 GND 936.73 40826 GND 937.70 40827 GND 938.48 40828 GND 939.12 40829 GND 939.74 40830 GND 941.80 40831 GND 940.08 40832 GND 943.23 40833 GND 941.42 40834 GND 940.05 40835 GND 938.89 40836 GND 937.56 40837 GND 939.46 40838 GND 939.97 40839 GND 941.22 40840 GND 940.42 40841 GND 939.87 40842 GND 939.70 40843 GND 939.30 40844 GND 940.36 40845 GND 940.87 40846 GND 941.07 40847 GND 942.13 40848 GND 941.8740849 GND 941.68 40850 VLN 949.08 40851 GND 950.11 40852 GND 953.34 40853 GND 953.07 40854 VLN 952.61 40855 GND 952.75 40856 GND 951.24 40857 GND 951.65 40858 VLN 951.83 40859 GND 952.61 40860 GND 957.96 40861 GND 953.43 40862 GND 953.10 40863 GND 954.14 40864 VLN 952.32 40865 VLN 955.91 40866 GND 955.66 40867 GND 957.11 40868 GND 959.17 40869 GND 960.16 40870 GND 960.24 40871 GND 956.14 40872 VLN 957.43 40873 VLN 965.06 40874 GND 962.93 40875 GND 959.79 40876 GND 963.16 40877 GND 963.31 40878 VLN 964.42 40879 VLN 964.95 40880 VLN E 965.47 41049 GND 945.55 41050 GND 943.72 41051 GND 941.44 41052 GND 943.28 41053 GND 945.28 41054 GND 942.43 41055 GND 939.84 41056 GND 940.29 41057 GND 940.64 41058 GND 942.19 41059 GND 943.74 41060 GND 945.14 41061 GND 943.24 VLN J45411 41064 GND 946.07 41065 GND 941.05 41066 GND 941.27 41067 GND 946.45 41068 GND 946.16 41069 GND 946.13 41070 GND 947.26 41071 GND 949.01 41072 GND 949.48 41073 GND 946.53 41074 GND 951.52 41075 GND 948.40 41076 GND 952.21 41077 GND 944.53 41078 GND 944.55 41079 GND 939.47 41080 GND 937.63 41089 GND 938.78 41090 GND 944.23 41091 GND 936.54 41092 GND 934.42 41093 GND 940.14 41094 GND 937.91 41095 GND 938.55 41096 GND 938.86 41097 GND 938.70 41098 GND 939.51 41099 GND 938.91 41100 GND 942.27 41101 GND 931.83 41102 GND 932.53 41103 GND 938.26 40374 WET B 2-1 955.03 40375 WET 2-2 954.4240376 WET 2-3 954.23 40377 WET 2-4 953.88 40378 WET 2-5 952.70 40379 WET 2-6 952.94 40380 WET 2-7 952.77 40381 WET 2-8 952.64 40388 WET 2-9 951.90 40390 WET 2-10 951.15 40392 WET 2-11 950.84 40393 WET 2-13 950.15 40395 WET 2-14 949.50 40396 WET 2-15 949.25 40398 WET 2-16 948.75 40401 WET 2-17 948.57 40402 WET 2-18 948.54 40403 WET 2-19 948.90 40405 WET 2-20 949.26 40406 WET 2-21 949.64 40407 WET 2-22 949.90 40408 WET 2-23 950.64 40409 WET 2-24 950.41 40410 WET 2-25 950.79 40411 WET 2-26 951.87 40414 WET 2-27 952.56 40416 WET 2-28 952.55 40420 WET 2-29 952.91 40421 WET 2-30 953.42 40424 WET 2-31 953.49 40425 WET 2-32 953.78 41123 WET 2-33 953.86 41124 WET 2-34 954.22 41125 WET 2-35 954.99 41126 WET E 2-36 955.59 41127 GND 954.16 41148 GND 952.44 41149 GND 949.46 41150 GND 948.58 41151 GND 946.24 41152 GND 936.64 41153 WTR B J40784 934.96 41154 GND 937.04 41155 GND 937.62 41156 GND 941.54 41157 WTR E J35100 935.81 41158 GND 937.34 41159 GND 937.33 41160 GND 942.01 41161 GND 942.79 41162 GND 942.97 41163 GND 943.60 41164 GND 943.92 41165 GND 946.29 41166 GND 945.82 41167 GND 944.02 41168 GND 945.65 41169 GND 944.02 41170 GND 949.60 41171 GND 949.07 41172 GND 937.30 41173 GND 941.71 946.06 41175 GND 945.60 30096 GND 951.31 30122 GND 30123 GND 950.37 30124 GND 949.12 30125 GND 950.84 30150 GND 951.07 30151 GND 949.26 30152 GND 949.63 30153 GND 949.79 30154 GND 950.96 30179 30180 GND 950.58 30181 GND 950.96 30182 GND 950.84 30183 GND 951.36 30184 GND 952.14 30185 GND 952.20 30186 GND 951.84 30212 GND 953.92 30213 GND 953.54 30214 GND 952.65 30215 GND 951.59 30216 GND 952.22 30217 GND 953.42 30218 GND 954.06 30219 GND 954.16 30220 GND 953.88 30221 GND 954.59 30222 GND 955.59 30223 GND 955.96 30224 GND 956.17 30225 GND 957.22 30226 GND 959.24 30227 GND 961.09 30228 GND 961.7830233 GND 960.57 30234 GND 959.42 30235 GND 956.94 30236 GND 955.58 30237 GND 954.65 30238 GND 954.89 30239 GND 955.37 30240 GND 954.14 30241 GND 953.46 30242 GND 953.82 30243 GND 954.78 30244 GND 955.91 30245 GND 958.14 30246 GND 958.70 30251 GND 956.04 30252 GND 955.98 30253 GND 954.78 30254 GND 953.76 30255 GND 952.73 30304 VLN 963.05 30305 VLN 962.44 30306 VLN 960.14 30307 VLN 958.38 30308 VLN 957.72 30309 VLN 957.00 30310 VLN 956.48 30311 VLN 956.31 30312 VLN 955.34 30313 VLN 954.04 30314 VLN 953.41 30315 VLN E 952.77 30316 GDEN1 B J30315 952.58 30317 GDEN1 952.65 30318 GDEN1 952.50 30319 GDEN1 952.43 30320 GDEN1 951.64 30321 GDEN1 950.91 30322 GDEN1 950.66 30323 GDEN1 949.98 30324 GDEN1 949.58 30325 GDEN1 949.08 30326 GDEN1 948.86 30327 GDEN1 E VLN B 948.76 30328 GDEN2 B 947.98 30329 GDEN2 948.24 30330 GDEN2 948.68 30331 GDEN2 948.99 30332 GDEN2 949.19 30333 GDEN2 950.11 30334 GDEN2 951.01 30335 GDEN2 951.50 30336 GDEN2 952.35 30337 GDEN2 952.15 30338 GDEN2 952.90 30339 GDEN2 E B VLN1 952.82 30340 GND 953.68 30341 GND 954.57 30342 GND 954.95 30343 GND 954.93 30344 GND 955.22 30345 GND 957.95 30346 GND 960.7630347 GND 961.73 30348 GND 962.27 30349 GND 964.90 30350 GND 968.2530351 GND 971.0430352 GND 974.1230353GND 977.42 30354 GND 977.94 30355 GND 975.35 30356 GND 973.43 30357 GND 970.64 30358 GND 968.24 30359 GND 972.43 30360 GND 972.02 30361 GND 967.97 30362 GND 965.10 30363 GND 962.84 30364 GND 961.05 30365 GND 960.82 30366 GND 959.97 30367 GND 959.39 30368 GND 957.46 30369 GND 955.67 30370 GND 958.00 30371 GND 959.22 30372 GND 959.66 30373 GND 959.56 30374 GND 959.8230375 GND 960.7430376GND 962.3930377 GND 964.35 30378 GND 966.98 30379 GND 963.60 30380 GND 961.58 30381 GND 959.91 30382 GND 958.70 30383 GND 958.49 30384 GND 959.82 30385 GND 960.29 30386 GND 959.25 30387 GND 956.24 30388 GND 956.11 30389 GND 958.67 30390 GND 961.5430391GND 960.65 30392 GND 958.16 30393 GND 957.4830394 GND 959.2130395GND 961.02 30396 GND 961.1430397 GND 961.83 30398 GND 959.22 30399 GND 957.33 30400 GND 956.06 30401 GND 955.36 30402 GND 952.74 30403 GND 949.31 30404 GND 948.34 30405 GND 948.39 30406 GND 950.42 30407 GND 953.19 30408 GND 956.37 30409 GND 957.76 30410 GND 958.67 30411 GND 959.86 30412 GND 959.95 30413 GND 959.20 30414 GND 958.97 30415 GND 956.66 30416 GND 953.35 30417 GND 950.28 30418 GND 948.84 30419 GND 948.70 30420 GND 950.36 30421 GND 953.21 30422 GND 956.42 30423 GND 957.79 30424 GND 957.26 30425 GND 957.32 30426 GND 957.52 30427 GND 957.22 30428 GND 956.79 30429 GND 956.42 30430 GND 956.75 30431 GND 955.08 30432 GND 952.28 30433 GND 950.20 30434 GND 949.22 30435 GND 949.97 30436 GND 951.71 30437 GND 953.71 30438 GND 954.91 30439 GND 956.60 30440 GND 957.79 30441 GND 958.63 30442 GND 961.29 30443 GND 959.46 30444 GND 956.97 30445 GND 954.40 30446 GND 951.67 30447 GND 950.45 30448 GND 951.82 30449 GND 953.22 30450 GND 953.61 30451 GND 953.82 30452 GND 953.97 30453 GND 954.61 30454 GND 955.89 30455 GND 955.02 30456 GND 955.54 30457 GND 956.91 30458 GND 958.09 30459 GND 960.02 30460 GND 958.34 30461 GND 956.22 30462 GND 954.26 35004 GND 964.05 35005 GND 957.92 35006 GND 951.34 35010 VLN 950.44 35011 VLN 950.93 35012 VLN GND 947.60 35013 VLN GND 945.02 35014 GND 948.29 35015 GND 952.58 35017 GND 957.43 35018 GND 963.59 35019 GND 964.28 35020 GND 958.56 35021 GND 952.85 35022 VLN GND 951.01 35023 VLN GND 951.14 35024 VLN GND 951.60 35025 VLN GND 952.70 35026 VLN GND 952.22 35027 VLN GND 952.91 35028 VLN E J40865 955.39 35029 GND 955.03 35030 GND 954.22 35031 GND 957.52 35032 GND 957.69 35033 GND 956.56 35034 GND 956.99 35035 GND 960.15 35036 GND 964.53 35037 GND 964.98 35038 GND 962.15 35039 GND 960.49 35040 GND 960.10 35041 GND 962.19 35042 GND 963.25 35043 GND 963.31 35044 GND 964.62 35045 GND 964.39 35046 GND 964.80 35047 GND 961.09 35048 GND 956.25 35049 GND 953.97 35050 GND 953.29 35051 GND 948.29 35052 GND 945.43 35053 RIP B 946.81 35054 RIP 945.15 35055 RIP 944.7935056 RIP 944.45 35057 RIP 945.13 35058 RIP 945.00 35059 RIP 945.20 35060 RIP 944.92 35061 RIP 947.13 35062 RIP 948.77 35063 RIP F 948.06 35069 GND 945.20 35070 GND 946.70 35071 GND 948.40 35072 GND 949.31 35073 GND 948.00 35074 GND 945.28 35075 WTR B 6' WIDE 943.78 35076 WTR 6' WIDE 942.47 35077 WTR 5' WIDE 941.53 35078 GND 944.84 35079 GND 949.31 35080 GND 950.00 35081 GND 948.67 35082 GND 944.18 35083 WTR 4' WIDE 941.73 35084 WTR 4' WIDE 941.24 35085 WTR 4' WIDE 941.26 35086 WTR 4' WIDE 941.20 35087 WTR 4' WIDE 941.19 35088 WTR 4' WIDE 940.70 35089 WTR 4' WIDE 940.70 35090 WTR 4' WIDE 939.35 35092 WTR 4' WIDE 938.73 35093 WTR 8' WIDE 938.28 35094 WTR 8' WIDE 938.28 35095 WTR 8' WIDE 938.38 35096 WTR 8' WIDE 937.06 35097 WTR 6' WIDE 937.34 35098 WTR 4' WIDE 936.56 35099 WTR 3' WIDE 944.30 35100 WTR E 3' WIDE 935.78 35101 GND 945.62 35102 GND 943.13 35103 GND 944.8735104 GND 947.69 35105 GND 945.84 35106 GND 943.20 35107 GND 941.12 35108 GND 944.73 35109 GND 943.10 35110 GND 943.34 35111 GND 940.98 VLN B J41063 945.95 45540 GND 946.97 45542 GND 947.45 45543 GND 945.47 45544 GND 945.97 45545 GND 944.86 45546 GND 946.21 45547 GND 947.97 45548 GND 948.34 45549 GND 947.30 45550 GND 949.12 45551 GND 945.80 45552 GND 945.49 45553 GND 945.08 45554 GND 944.16 45555 GND 943.86 45556 GND 944.07 45557 GND 944.32 45558 GND 945.57 4444444444888888888888888888888888888888888888888888888888888888 NOPARKINGNO PARKING NO PARKING PROPOSED BUILDING LOWER LEVEL=952.50 LEVEL 1=974.50 COLD STORAGE BUILDING FFE=952.50 952 956960958959961962963955953954 956 9559 5 2 9 5 3 95495495 4 95695 5 953 95 4 970 971 972 973 974 967 968 969 952953954955960965954956957958959961962963964966967968 960956 957958959 952951952960 965 958 959 961 962 963 964 966 967 968 969 965961962963964966955960956957958959961962970 971 972 973 951952952 9 5 1 95 2 952 96 0 965 970 95795 8 9 5 996 1 9 6 29639649669679689699 7 1 9 7 2 9 7 3974 965966967968970 975 966 967968969 971 972973974 976977978 979 970975969971972973974976977978 945 950 955 960 965 943 944 946 947 948 949 951 952 953 954 956 957 958 959 961 962 963 964 94 0 9 4 5 9419429439 4 4 9 4 6 9359 4 0 9339349 3 6 9 3 7 9 3 8 9 3 9 9 41942 9459509439449469479489499519459 4 3 9 44946 8 8 954888888888951952955 95 6 95 7 955956957958955955956955 953 954956972973974952 1.5%2.7% 1.5% 1. 7% 3.2% 3.9% 6.0% 1.5% 5.6 3.5% 3.5% 2.3% 1.0% 2.7% 1.5% 1.0%2. 3%2.5%1. 6%3. 0%2. 4%1. 5%1. 7%1. 3%2. 0%1. 0%51. 80 70. 52 69. 80 69. 4573.6773. 94 73. 32 72. 71 58. 54 54. 65 55. 52 52.06 52. 63 52. 44 52. 26 50. 81 50. 90 50. 18 49. 98 51. 2450.80 50.25 56.15 69.0469. 25 56.44 54. 16 53. 3251.5851. 58 50. 84 52. 09 52. 32 51. 33 51. 06 54. 2856.67 74.42 74.0274. 21 72. 71 72. 15 73. 88 55.9153.8452. 07 54. 81 55. 98 52. 90 51.97 52. 21 72. 91 73. 3473.6173. 61 56. 04 51. 77 55. 7652.19 52.76 52.76 52.5052.50 52.50 52.50 52.50 58.93 55.04 52.5052. 5052.50 52.50 52.50 52.5052. 50 52. 50 61. 00 58. 0058.0058. 0065.00 74.50 74.50 74.5074.50 73. 25 54. 0553.74 55.14 74.50 74.00 50.47 1.0% 1.6% 50.90 51.34 50.703. 0%52.50 1. 5%54.4654.6854. 06 55. 42 54. 85 56. 68 54. 82 55.41 55. 60 56.00 55. 95 57.05 57.46 58.00 57.57 58.29 70.79 69.7670.02 69.51 68. 92 69. 22 69. 24 70. 96 70. 53 71.57 71.09 ACTIVITIES MUST BE CONDUCTED SO AS TO MINIMIZE THE POTENTIAL OF AQUATIC INVASIVE SPECIES TO THE MAXIMUM EXTENT POSSIBLE WALL 1 WALL 2 WALL 3 EXISTING WETLAND EXISTING 100-YR HWL: 955.38 PROPOSED 100-YR HWL:955.36 EXISTING FLOOD ELEVATION: 946' AS PROVIDED BY RPBCWD FOR NORTH PORTION OF CREEK)ACTIVITIES MUST BE CONDUCTED SO AS TO MINIMIZE THE POTENTIAL OF AQUATIC INVASIVE SPECIES TO THE MAXIMUM EXTENT POSSIBLE NURP POND SEE DETAIL WEIR OVERFLOW 10'INV= 946.00 WALL 4 AREA TO BE OVER- EXCAVATED PRIOR TO RIP-RAP INSTALLATION. NO FILL TO BE PLACED WITHIN 100- YEAR FLOODPLAIN.12' WIDE MAINTENANCE BERM NORTH POND TOP OF BERM= 946.50 EOF= 946. 00 NWL= 943.00 BOT= 933.00 HWL= 945.88 N SCALE IN FEET 0 30 60 NORTH KEY PLAN DRAWING NUMBER DRAWING TITLE CLIENT 4201 cedar avenue so. - minneapolis, MN 55407 tel. (612) 904-1332 - fax ( 612) 904- 7366 NOT F O R C O N S T R U C TI O N PROJECT NUMBER 21602. 0A REVISION DATE DESCRIPTION BY 1891 Arboretum Boulevard Chanhassen, MN 55317 Xcel Energy Service Center Chanhassen Title: Zachary B. Moen - PE Registration Number: 58688 Date: XX/ XX/XXXX By:Title: Professional Engineer I hereby certify that this drawing was prepared by me or under my direct supervision and that I am a duly licensed Professional Engineer under the laws of the State of Minnesota.LOUCKS PROJECT NO. 21602 10/ 25/2022 WATERSHED SUBMITTAL 11/16/2022 TEP SUBMITTAL 11/ 16/2022 SCHEMATIC DESIGN PACKAGE 12/05/2022 SD PACKAGE ADDENDUM 01/ 12/2023 CITY SUBMISSION C3. 1 GRADING PLAN NORTH NOTE:EXISTING CONDITIONS INFORMATION SHOWN IS FROM AN ALTA/NSPS LAND TITLE SURVEY PREPARED BY LOUCKS,DATED 03/24/2022. PARKING STALL COUNT ACCESSIBLE PARKING STALL 2 LEGEND CATCH BASIN STORM SEWER SANITARY SEWER WATERMAIN STORM MANHOLE SANITARY MANHOLE HYDRANT GATE VALVE SPOT ELEVATION SIGN LIGHT POLE POWER POLE WATER MANHOLE / WELL CONTOUR CONCRETE CURB UNDERGROUND ELECTRIC CONCRETE TELEPHONE PEDESTAL UNDERGROUND TELEPHONE UNDERGROUND GAS OVERHEAD UTILITY CHAIN LINK FENCE BUILDING RETAINING WALL NO PARKING UNDERGROUND FIBER OPTIC SANITARY SEWER SERVICE WATER SERVICE ELECTRIC METER GAS METER TREE LINE EXISTING PROPOSED 972 DRAINTILE FORCEMAIN 373PARKING SETBACK LINE BUILDING SETBACK LINE 2 FENCE FLARED END SECTION POST INDICATOR VALVE BENCHMARK SOIL BORING 3DIRECTION OF FLOW 1.0%972.5 Gopher State One Call WARNING:THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND / OR RELOCATION OF LINES.THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES,VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. 1.SPOT ELEVATIONS REPRESENT FINISHED SURFACE GRADES, GUTTER/FLOW LINE, FACE OF BUILDING, OR EDGE OF PAVEMENT UNLESS OTHERWISE NOTED.2. ALL ACCESSIBLE ROUTES SHALL BE CONSTRUCTED WITH A CROSS SLOPE NOT EXCEEDING 2% AND A RUNNING SLOPE NOT EXCEEDING 5%.3.AT TURNING POINTS ALONG THE ACCESSIBLE ROUTE THE PAVEMENT SHALL NOT EXCEED 2% IN ANY DIRECTION FOR AN AREA 60" IN DIAMETER.4.ALL PUBLIC SIDEWALKS SHALL BE CONSTRUCTED WITH A CROSS SLOPE NOT EXCEEDING 2% AND A RUNNING SLOPE NOT EXCEEDING 5%.5.CATCH BASINS AND MANHOLES IN PAVED AREAS SHALL BE SUMPED 0.04 FEET. ALL CATCH BASINS IN GUTTERS SHALL BE SUMPED 0.16 FEET. RIM ELEVATIONS SHOWN ON PLANS DO NOT REFLECT SUMPED ELEVATIONS.6.REFER TO GEOTECHNICAL EVALUATION REPORT BY BRAUN INTERTEC FOR AN EXISTING SUBSURFACE SITE CONDITION ANALYSIS AND CONSTRUCTION RECOMMENDATIONS INCLUDING BUT NOT LIMITED TO:A. REUSE OF ON- SITE SOILS B.GROUNDWATER AND RECOMMENDATIONS FOR EXCAVATION DEWATERING.C.SITE GRADING AND SUBGRADE PREPARATION.D.PAVEMENTS AND EXTERIOR SLABS.E.TRENCH EXCAVATION AND BACKFILL.F.EXTERIOR UTILITY SUPPORTS.G.FROST PROTECTION. 7.CITY AND WATERSHED SHALL BE NOTIFIED AT LEAST 24 HOURS PRIOR TO CONSTRUCTION OF STORMWATER BMPS.8.ALL DISTURBED UNPAVED AREAS ARE TO RECEIVE MINIMUM OF 6 INCHES OF TOP SOIL AND SEED/MULCH OR SOD. THESE AREAS SHALL BE WATERED/MAINTAINED BY THE CONTRACTOR UNTIL VEGETATION IS ESTABLISHED. REFER TO THE LANDSCAPE PLANS,DETAILS AND SPECIFICATIONS FOR FINAL SITE STABILIZATION.9.FOR SITE RETAINING WALLS "TW" EQUALS SURFACE GRADE AT TOP FACE OF WALL (NOT TOP OF WALL) AND "BW" EQUALS SURFACE GRADE AT BOTTOM FACE OF WALL (NOT BOTTOM OF BURIED WALL COURSES). 10.FOR SITE STAIRS, "TS" EQUALS SURFACE ELEVATION AT TOP OF STAIRS AND "BS" EQUALS SURFACE ELEVATION AT BOTTOM OF STAIRS. REFER TO SITE PLAN FOR NUMBER OF RISERS AND RISER HEIGHT.11.STREETS MUST BE CLEANED AND SWEPT WHENEVER TRACKING OF SEDIMENTS OCCURS AND BEFORE SITES ARE LEFT IDLE FOR WEEKENDS AND HOLIDAYS. A REGULAR SWEEPING SCHEDULE MUST BE ESTABLISHED.12.DUST MUST BE ADEQUATELY CONTROLLED. 13.SEE SWPPP FOR ADDITIONAL EROSION CONTROL NOTES AND REQUIREMENTS.14.SEE UTILITY PLAN FOR WATERMAIN, STORM SEWER, AND SANITARY SEWER INFORMATION.15.SEE SITE PLAN FOR CURB AND BITUMINOUS TAPER LOCATIONS.16.REFERENCE ARCHITECTURAL AND STRUCTURAL DRAWINGS FOR BUILDING ELEVATIONS.17.THE CONTRACTOR ALONG WITH THE OWNER SHALL OBTAIN ALL NECESSARY PERMITS AND APPROVALS FROM GOVERNING AUTHORITIES, INCLUDING ANY CITY PERMITS AND THE NPDES PERMIT.18. INSTALL EROSION CONTROL AND TREE PROTECTION MEASURES BEFORE BEGINNING SITE GRADING ACTIVITIES. SOME EROSION CONTROLS SUCH AS BALE CHECKS AND TEMPORARY SILT PONDS MAY BE INSTALLED AS GRADING OCCURS IN SPECIFIC AREAS.MAINTAIN EROSION CONTROLS THROUGHOUT THE 40163 UPD.C COMM 952.21 40165 UPD.C 952.10 45219 FNB B 948.62 45220 VLN1 B 949.15 40002 CGB 965.52 40007 CL B AB 966.59 40008 CL 965.3240009CL 964.18 40010 CGB 963.7940011 CGB AE 962.77 40012 CL AE 963.0240013 CL 961.94 40014 CGB 961.8640015 CGB 960.85 40018 CL 961.2640019 CL 960.26 40020 CGB 959.9240022 CGB 959.21 40023 CL 959.6340024 CL 958.45 40025 CL 958.10 40026 CGB 957.9840029 CGB 956.70 40030 CL 956.9540031 CL 955.33 40036 CGB 954.8640037 CGB 953.40 40039 CL 953.3140040 CL AB 951.35 40041 CGB AB 951.4340042 CGB 949.77 40043 CGB AE AB 948.25 40044 CL 949.0940046CL 946.89 40047 CGB 946.30 40048 CGB 944.50 40049 CL 944.54 40050 CL 942.69 40051 CGB 942.15 40053 CGB 940.81 40056 CL 940.86 40058 CL 939.54 40059 CGB 939.72 40060 CGB 938.62 40061 CL 938.71 40062 CL 937.74 40063 CGB 937.58 40064 CGB 936.42 40065 CL 936.74 40124 CON1 B 935.81 40127 CON1 AB 936.44 40128 CON AB 936.40 40129 CON 937.46 40130 CON1 937.76 40131 CON1 AE 938.28 40132 CON AE 938.34 40134 CON1 939.42 40135 CON 939.52 40136 CON 940.6740137 VHA 4 940.61 40138 BIT E 940.54 40139 BIT E 940.85 40140 CON AB 941.30 40141 CON1 AB 941.26 40142 CON1 943.08 40143 CON 942.91 40145 CON 944.85 40146 CON1 945.71 40148 CON 947.16 40149 CON1 947.34 40150 CON1 949.15 40151 CON 949.14 40153 CON AE 950.74 40154 CON1 AE 950.92 40155 CON1 951.68 40156 CON1 951.82 40157 CON1 952.08 40162 CON1 952.05 40166 CON 951.54 40168 CON 953.72 40169 CON1 954.08 40171 CON 955.52 40172 CON1 955.72 40173 CON1 957.12 40174 CON 956.78 40176 CON 957.97 40177 CON1 958.30 40178 CON1 959.58 40179 CON 959.48 40182 CON 960.35 40183 CON1 960.47 40184 CON1 961.16 40185 CON 961.22 40186 CON 962.36 40188 CON1 962.21 40189 CON1 AB 962.87 40190 CON AB 962.72 40191 CON 964.00 40192 CON1 964.12 40194 CON 964.92 40195 CON1 965.06 40196 CON1 AE 966.47 40197 CON1 E 967.06 40198 CON AE 966.25 40199 CON E 967.00 40256 VLN B J45220 943.39 40257 VLN 939.53 40258 GND 940.59 40259 GND 944.38 40260 GND 947.46 40261 GND 943.39 40262 GND 939.32 40263 GND 941.51 40264 GND 937.73 40265 GND 938.83 40266 GND 940.18 40267 GND 942.15 40268 GND 936.51 40269 VLN 936.19 40270 GND 935.59 40271 VLN 934.77 40272 GND 933.20 40273 VLN 934.90 40274 GND 932.36 40275 GND 928.60 40276 GND 926.17 40277 GND 934.50 40278 GND 935.76 40279 GND 938.51 40280 GND 939.14 40281 GND 938.88 40282 GND 938.40 40286 GND 945.05 40294 GND 934.54 40295 GND 934.79 40296 GND 934.42 40297 GND 936.01 40298 VLN 934.97 40299 GND 934.61 40300 GND 936.39 40301 GND 935.48 40302 VLN 935.60 40303 GND 935.94 40304 GND 929.89 40305 VLN 932.28 40306 VLN E 924.83 40307 GND 926.36 40308 GND 930.84 40329 GND 964.59 40330 GND 964.93 40331 GND 964.69 40332 GND 963.60 40333 GND 961.89 40334 GND 962.70 40335 GND 965.21 40337 GND 967.30 40338 GND 965.55 40339 GND 964.00 40340 GND 965.48 40341 GND 961.48 40342 GND 960.56 40343 GND 958.65 40344 GND 958.98 40345 GND 958.32 40346 GND 956.36 40347 GND 957.21 40348 GND 956.17 40349 GND 959.49 40350 GND 962.87 40351 GND 962.66 40352 GND 964.81 40353 GND 965.05 40354 GND 961.62 40355 GND 962.77 40356 GND 965.20 40520 GND 955.87 40521 GND 953.94 40522 GND 953.57 40523 GND 953.69 40524 GND 953.77 40525 GND 953.04 40526 GND 953.17 40527 GND 951.14 40528 GND 951.34 40529 GND 944.32 40530 GND 945.09 40531 BIT B J40138 941.99 40532 BIT 941.01 40533 BIT AB 938.91 40534 BIT 937.69 40535 BIT AE AB 936.14 40536 BIT 934.71 40537 BIT E AE 933.57 40538 BIT B AB 933.21 40539 BIT 934.44 40540 BIT AE AB 935.48 40541 BIT 936.72 40542 BIT AE 938.60 40543 BIT 940.74 40544 BIT E J40139 941.93 40545 GND 945.11 40546 GND 949.88 40547 GND 942.12 40548 GND 941.44 40549 GND 939.89 40550 GND 940.57 40551 GND 937.77 40552 GND 937.90 40553 GND 932.33 40554 GND 928.34 40555 GND 929.89 40556 GND 939.11 40557 GND 935.78 40558 GND 937.08 40559 GND 933.88 40560 VLN1 B 933.84 40561 GND 935.72 40562 GND 937.52 40563 GND 938.35 40564 GND 937.38 40565 VLN1 E J30039 937.89 40566 VLN1 B J30039 937.26 40567 GND 936.85 40568 GND 936.93 40569 VLN1 936.42 40570 GND 935.48 40571 GND 936.86 40572 VLN1 937.01 40573 GND 937.76 40574 VLN1 938.91 40575 VLN1 939.32 40576 GND 940.03 40577 VLN1 941.14 40578 GND 943.13 40579 GND 943.09 40580 VLN1 945.70 40581 GND 947.83 40582 VLN1 949.73 VLN1 949.14 40594 GND 945.57 40595 GND 945.67 40596 GND 943.15 40597 GND 941.99 40611 TEL B 966.9740612 TEL B 962.63 40613 ELC B 962.69 40614 ELC 961.94 40615 TEL 962.53 40616 TEL 956.87 40617 ELC 956.90 40618 ELC 956.26 40619 ELC E 956.2640620TEL 955.66 40621 TEL E 952.94 40622 ELC B 951.76 40623 ELC E 952.18 40624 TEL B 951.4240625 TEL 946.71 40626 TEL E 941.18 40718 GND 942.20 40720 GND 939.24 40721 VLN 939.30 40722 GND 939.12 40723 GND 937.48 40724 GND 937.60 40725 GND 931.02 40726 GND 929.67 40727 GND 935.43 40728 VLN 935.96 40729 WTR1 B 3'CL 925.54 40730 WTR1 2'CL 925.79 40731 GND 927.55 40732 GND 928.6440733 GND 935.10 40734 VLN 937.78 40735 GND 940.22 40736 GND 940.46 40737 GND 941.53 40738 VLN 941.99 40739 GND 939.77 40740 GND 941.87 40742 GND 931.12 40743 WTR1 926.98 40744 GND 929.90 40745 GND 936.91 40827 GND 938.48 40883 BIT B AB J40538 928.12 40884 BIT 926.47 40885 BIT AE 924.48 40886 BIT CON B 923.72 40887 BIT 923.56 40888 BIT AB 924.43 40889 BIT 926.03 40890 BIT E AE J40537 928.60 40891 RWG B 928.30 40892 RWG 928.73 40893 RWG 936.47 40894 RWG 936.58 40895 RWG 936.57 40896 RWG 936.07 40897 RWG 936.04 40898 GND 935.30 40899 GND 930.60 STEP B J40123 STEP CON1B40902 STEP CON2 B 933.9840903 STEP E J40124 935.80 40904 STEP B CON2 E 933.82 STEP CON1 E STEP CON1B40908 STEP F CON2 B 931.87 40909 STEP B CON2 E 931.88 STEP CON1 E STEP CON1 B 930.03 40912 STEP F CON2 B 929.87 40913 STEP B CON2 E 929.92 40914 STEP CON1 E 930.02 40915 STEP CON1 B AB 928.24 40916 STEP F CON2 B AB 928.08 40917 CON2 927.98 40918 CON2 E AE STR B 928.06 40919 CON1 928.07 40920 CON1 E AE STR 928.25 40921 STEP CON1 B 926.35 40922 STEP F CON2 B 926.15 40923 STEP B CON2 E 926.13 40924 STEP CON1 E 926.18 40925 CON 924.04 40926 CON 924.07 40927 CON E STR 924.33 40928 STEP F CON B 924.20 40929 CON 923.98 40930 CON 923.37 40931 CON 922.2740932 CON 922.36 40933 CON E 922.54 40934 CON B 922.00 40935 CON RWG1 B 921.99 40936 CON 921.98 40937 CON E J40887 923.16 40938 RWG 928.64 40939 RWG 927.88 40940 RWG 922.68 40941 GND 923.42 40942 GND 923.95 40943 GND 928.21 40944 GND 929.51 40945 GND 922.47 40946 GND 922.21 40947 GND 919.89 40949 RWG1 922.14 40950 RWG1 E 920.67 40951 GND 920.78 40952 WTR1 B 3'CL 919.59 40953 RWG F 922.44 40954 GND 920.88 40955 GND 921.7140956 WTR1 919.44 40957 WTR1 919.66 40958 GND 921.89 40959 GND 921.98 40960 GND 921.13 40961 GND 925.23 40962 WTR1 921.04 40963 WTR1 E 920.94 40964 GND 923.00 40965 GND 922.56 40966 GND 929.77 40967 GND 927.15 40968 GND 924.38 40969 GND 923.20 40970 STRM INV 24"RCP 920.18 40972 WTR1 B 3'CL 921.04 40973 GND 922.53 40974 GND 923.16 40975 GND 924.30 40976 WTR1 921.21 40977 WTR1 921.35 40978 GND 923.84 40979 WTR1 921.45 40980 GND 923.17 40981 GND 924.61 40982 GND 924.52 40983 WTR1 921.55 40984 GND 923.31 40985 WTR1 921.84 40986 WTR1 922.04 40987 GND 923.63 40988 GND 926.51 40989 GND 923.43 40990 GND 928.35 40991 GND 933.17 40992 GND 926.70 40993 GND 924.79 40994 GND 926.58 40995 GND 933.63 40996 GND 932.55 40997 GND 924.69 40998 WTR1 922.22 40999 GND 924.6841000 GND 924.87 41001 GND 925.93 41002 WTR1 4' 922.60 41003 GND 924.74 41004 GND 935.89 41005 GND 932.36 41006 GND 936.27 41007 WTR1 923.08 41008 WTR1 922.81 41009 WTR1 923.0741010 GND 925.12 41011 GND 925.06 41012 GND 929.16 41013 WTR1 923.7341014 GND 925.59 41015 GND 926.79 41016 GND 930.54 41017 GND 929.36 41018 GND 929.07 41019 GND 926.02 41020 WTR1 924.16 41021 GND 929.67 41022 GND 934.15 41023 GND 933.83 41024 GND 935.99 41025 GND 935.35 41026 GND 936.98 41027 GND 931.34 41028 WTR1 924.35 41029 GND 928.84 41030 GND 927.72 41031 WTR1 925.03 41032 GND 928.97 41033 GND 928.17 41034 WTR1 924.84 41035 WTR1 3'CL 925.18 41036 WTR1 925.38 41037 WTR1 E J40729 925.64 41038 GND 928.65 41039 GND 929.97 41040 GND 925.53 41041 GND 928.44 41042 GND 928.60 41043 GND 936.67 41044 GND 940.53 41045 GND 935.47 41046 GND 942.97 41080 GND 937.63 41081 GND 935.50 41082 GND 933.7541083 GND 938.34 41084 GND 937.31 41085 GND 932.10 41086 GND 931.56 41087 GND 932.20 41088 GND 935.70 41089 GND 938.78 944.23 41101 GND 931.83 41102 GND 932.53 41103 GND 938.26 41104 GND 931.3141105 GND 931.24 41106 GND 935.91 41107 GND 931.28 41108 GND 930.89 41109 GND 936.04 41110 GND 942.21 41111 GND 929.88 41112 GND 930.21 41113 GND 928.84 41114 GND 928.93 41115 GND 935.03 41116 GND 939.02 41117 GND 936.47 41118 GND 930.5041119 GND 928.79 41120 GND 925.87 41121 GND 926.88 41122 GND 926.65 41128 WET B 1-1 954.74 41129 WET 1-2 954.33 41130 WET 1-3 953.04 41131 WET 1-4 953.49 41132 WET 1-5 954.56 41133 WET 1-6 954.72 41134 WET E F 1-7 954.78 41135 GND 953.93 41136 GND 956.59 41137 GND 956.14 41138 GND 954.31 41139 GND 952.23 41140 GND 952.76 41141 GND 953.15 41142 GND 956.17 41143 GND 956.64 41144 GND 955.34 41145 GND 954.06 41146 GND 953.93 41147 GND 955.45 30000 VLN B 967.04 30001 VLN 964.9030002 GDEN B J30001 964.22 30003 GDEN 962.9030004 GDEN 962.3830005 GDEN 962.5930006 GDEN 962.18 30007 GDEN 960.7530008 GDEN 959.0730009 GDEN 957.4530010 GDEN E J30011 956.30 30011 VLN1 B 955.70 30012 VLN1 954.19 30013 VLN1 953.39 30014 VLN1 953.4930015 VLN1 953.25 30016 VLN1 952.82 30017 VLN1 952.53 30018 VLN1 950.82 30019 VLN1 946.72 30020 VLN1 947.35 30021 VLN1 949.26 30022 VLN1 958.58 30023 VLN1 951.44 30024 VLN1 E J30011 954.67 30025 VLN2 B 953.59 30026 VLN2 954.75 30027 VLN2 955.71 30028 VLN2 956.05 30029 VLN2 949.74 30030 VLN2 954.25 30031 VLN2 955.57 30032 VLN2 954.95 30033 VLN2 E F 953.45 30034 GDEN B J30017 949.56 30035 GDEN 943.92 30036 GDEN 942.29 30037 GDEN 940.48 30038 GDEN 939.22 30039 GDEN 938.31 30040 GND 939.61 30041 GND 944.32 30042 GND 950.16 30043 GND 953.42 30044 GND 955.13 30045 GND 954.69 30046 GND 953.75 30047 GND 953.27 30048 GND 953.46 30049 GND 954.26 30050 GND 954.69 30051 GND 952.9130052 GND 948.18 30053 GND 952.08 30054 GND 953.18 30055 GND 952.67 30056 GND 950.23 30057 GND 949.11 30058 GND 945.98 30059 GND 942.75 30060 GND 940.30 30061 GND 941.52 30062 GND 943.43 30063 GND 944.99 30064 GND 938.91 30065 GND 937.31 30066 GND 937.15 30067 GND 937.42 30068 GND 938.52 30069 GND 939.64 30070 GND 938.10 30071 GND 937.87 30072 GND 938.02 30073 GND 939.91 30074 GND 943.18 30075 GND 946.53 30076 GND 942.31 30077 GND 939.67 30078 GND 938.84 30079 GND 939.71 30080 GND 941.82 30081 GND 946.23 30082 GND 942.91 30083 GND 940.78 30084 GND 939.51 30085 GND 940.69 30086 GND 942.89 30087 GND 947.86 30088 GND 949.31 30089 GND 944.77 30090 GND 941.70 30091 GND 940.74 30092 GND 941.82 30093 GND 945.47 30094 GND 949.70 30095 GND 951.55 30096 GND 951.31 30097 GND 952.57 30098 GND 949.24 30099 GND 944.61 30100 GND 942.26 30101 GND 942.26 30102 GND 943.82 30103 GND 947.30 30104 GND 952.53 30105 GND 956.06 30106 GND 956.02 30107 GND 955.05 30108 GND 954.14 30109 GND 953.44 30110 GND 955.61 30111 GND 956.23 30112 GND 957.28 30113 GND 957.53 30114 GND 954.05 30115 GND 949.63 30116 GND 945.84 30117 GND 943.82 30118 GND 943.23 30119 GND 945.20 30120 GND 948.50 30121 GND 952.64 30122 GND 952.59 30125 GND 950.84 30126 GND 952.43 30127 GND 950.24 30128 GND 946.81 30129 GND 945.35 30130 GND 945.15 30131 GND 947.37 30132 GND 950.65 30133 GND 954.47 30134 GND 958.18 30135 GND 959.89 30136 GND 959.01 30137 GND 958.07 30138 GND 960.40 30139 GND 960.93 30140 GND 961.02 30141 GND 958.33 30142 GND 955.09 30143 GND 951.92 30144 GND 948.16 30145 GND 947.47 30146 GND 947.91 30147 GND 948.83 30148 GND 951.00 30149 GND 952.15 30150 GND 951.07 30154 GND 950.96 30155 GND 952.13 30156 GND 952.17 30157 GND 952.00 30158 GND 951.55 30159 GND 951.44 30160 GND 951.41 30161 GND 951.70 30162 GND 954.94 30163 GND 957.62 30164 GND 960.36 30165 GND 962.17 30166 GND 962.01 30167 GND 962.98 30168 GND 961.05 30169 GND 958.67 30170 GND 956.27 30171 GND 954.52 30172 GND 955.19 30173 GND 955.42 30174 GND 955.64 30175 GND 955.81 30176 GND 955.44 30177 GND 954.24 30178 GND 952.62 30179 GND 951.26 30186 GND 951.84 30187 GND 952.43 30188 GND 954.70 30189 GND 956.78 30190 GND 958.15 30191 GND 958.35 30192 GND 957.83 30193 GND 956.81 30194 GND 956.02 30195 GND 956.43 30196 GND 958.41 30197 GND 960.62 30198 GND 962.61 30199 GND 961.49 30200 GND 958.80 30201 GND 957.31 30202 GND 956.87 30203 GND 957.78 30204 GND 959.05 30205 GND 960.22 30206 GND 960.08 30207 GND 958.38 30208 GND 955.95 30209 GND 954.36 30210 GND 953.45 30211 GND 953.86 30228 GND 961.78 30229 GND 960.66 30230 GND 959.60 30231 GND 957.99 30232 GND 959.34 30233 GND 960.57 30246 GND 958.70 30247 GND 957.50 30248 GND 956.64 30249 GND 955.20 30250 GND 955.50 30251 GND 956.04 30256 GND 955.88 30257 GND 958.08 30258 GND 959.60 30259 GND 960.47 30260 GND 959.84 30261 GND 958.71 30262 GND 957.97 30263 GND 958.03 30264 GND 958.45 30265 GND 959.42 30266 GND 960.72 30267 GND 960.50 30268 GND 959.39 30269 GND 958.99 30270 GND 959.13 30271 GND 960.08 30272 GND 961.11 30273 GND 960.20 30274 GND 958.98 30275 GND 957.93 30276 GND 959.03 30277 GND 960.12 30278 GND 961.99 30279 GND 963.46 30280 GND 962.27 30281 GND 961.31 30282 GND 960.81 30283 GND 960.79 30284 GND 961.37 30285 VLN 962.03 30286 VLN 962.04 30287 VLN 962.85 30288 VLN 963.85 30289 VLN 965.27 30290 VLN 964.51 30291 VLN 962.29 30292 VLN 961.29 30293 VLN 960.51 30294 VLN 958.48 30295 VLN 957.40 30296 VLN 956.59 30297 VLN 955.86 30298 VLN 956.59 30299 VLN 957.45 30300 VLN 958.74 30301 VLN 960.14 30302 VLN 960.67 30303 VLN 962.06 30304 VLN 963.05 26 TRAV 937.88 40882 TRAV NAIL 924.44 444444444444488888888888888888888888888888888888888888 PROPOSED BUILDING FFE=952.50 COLD STORAGE BUILDING FFE=952.50 FFE=952.50 COLD STORAGE BUILDING FFE=952.50 951 951 952 952 952 953 954 955954955954956957958 960961962961962963 960959961962963955953954956957958960957958959961962963964960959961962960958959961962963964965961962963964965964961962 9639519529529529529519529519 5 1 940945941942943944946945942943944946935940933934936937938939941945950942943944946947948949951952945 942 943 944 946 8888940938939941942930 935931932933934936937 938939 88888444444950 947 948 949 951 952 953 1.8% 2.2% 2.1% 2.1% 2.1% 2.8% 6.9% 2.3% 2.0% 3.5% 1.5% 3.1% 1.5% 1.5% 1.5% 1.5% 1.5%1.5% 1.4% 1.4% 1.4% 1.4% 1.4% 3.5% 0.9% 2.0% 1.7% 2.8% 2.0% 1.0% 1.0% 5.0% 3.0% 1.0% 1.3% 50.25 50.25 50.25 51.40 51.4051. 82 52. 42 52. 50 52. 12 52. 12 51. 46 52. 50 51. 60 51. 02 50. 97 50. 81 52. 91 53. 88 54. 42 54. 28 63. 6663.81 63.66 63.31 62.04 59.42 56.80 56.15 52.0751. 87 50. 54 50. 25 52. 68 53. 88 55. 62 55. 48 50. 25 50. 25 51.24 49. 7549.42 49.08 48.7549.45 49.75 50.2550. 25 50.54 64. 7064.85 64.55 63.83 50.97 50.81 52.12 49.78 49.99 52.19 52.50 52.50 52.50 52.50 52.50 52.20 52.5052. 50 52. 50 52. 0752.3452. 07 52. 20 52. 50 50. 25 50. 25 52. 5052.5052.5052.5052.50 52. 50 52.50 52.5050.97 52. 50 60.00 63.50 60. 43 57.85 59.50 59. 00 63.04 61.00 59. 50 65.00 64.10 59. 00 61.00 65.00 61.00 56.32±EX55.19± EX54.04± EX52.88±EX 64. 73±EX 64.24±EX62. 94±EX 63.40± EX 64.08±EX 63.88±EX 54.15± EX 53.94±EX 66.30±EX 66.25± EX 58.18±EX 57.97± EX 51.42 51.61 50.47 51. 34 951WALL 3 EXISTING FLOOD ELEVATION: 929' AS PROVIDED BY RPBCWD FOR CENTER PORTION OF CREEK)EXISTING FLOOD ELEVATION: 924' AS PROVIDED BY RPBCWD FOR SOUTH PORTION OF CREEK) ACTIVITIES MUST BE CONDUCTED SO AS TO MINIMIZE THE POTENTIAL OF AQUATIC INVASIVE SPECIES TO THE MAXIMUM EXTENT POSSIBLE NURP POND SEE DETAIL WEIR OVERFLOW 10'INV= 946.00 AREA TO BE OVER- EXCAVATED PRIOR TO RIP- RAP INSTALLATION.NO FILL TO BE PLACED WITHIN 100-YEAR FLOODPLAIN.12' WIDE MAINTENANCE BERM SOUTH POND TOP OF BERM= 946.50 EOF= 946.00 NWL= 942.00 BOT= 933.00 HWL= 944.40 N SCALE IN FEET 0 30 60 NORTH KEY PLAN DRAWING NUMBER DRAWING TITLE CLIENT 4201 cedar avenue so. - minneapolis, MN 55407 tel. (612) 904-1332 - fax (612) 904- 7366 NOT F O R C O N S T R U C TI O N PROJECT NUMBER 21602.0A REVISION DATE DESCRIPTION BY 1891 Arboretum Boulevard Chanhassen, MN 55317 Xcel Energy Service Center Chanhassen Title: Zachary B. Moen - PE Registration Number: 58688 Date: XX/XX/XXXX By:Title: Professional Engineer I hereby certify that this drawing was prepared by me or under my direct supervision and that I am a duly licensed Professional Engineer under the laws of the State of Minnesota.LOUCKS PROJECT NO. 21602 10/25/2022 WATERSHED SUBMITTAL 11/16/ 2022 TEP SUBMITTAL 11/ 16/ 2022 SCHEMATIC DESIGN PACKAGE 12/05/ 2022 SD PACKAGE ADDENDUM 01/ 12/ 2023 CITY SUBMISSION C3. 2 GRADING PLAN SOUTH NOTE: EXISTING CONDITIONS INFORMATION SHOWN IS FROM AN ALTA/ NSPS LAND TITLE SURVEY PREPARED BY LOUCKS, DATED 03/ 24/2022.PARKING STALL COUNT ACCESSIBLE PARKING STALL 2 LEGEND CATCH BASIN STORM SEWER SANITARY SEWER WATERMAIN STORM MANHOLE SANITARY MANHOLE HYDRANT GATE VALVE SPOT ELEVATION SIGN LIGHT POLE POWER POLE WATER MANHOLE / WELL CONTOUR CONCRETE CURB UNDERGROUND ELECTRIC CONCRETE TELEPHONE PEDESTAL UNDERGROUND TELEPHONE UNDERGROUND GAS OVERHEAD UTILITY CHAIN LINK FENCE BUILDING RETAINING WALL NO PARKING UNDERGROUND FIBER OPTIC SANITARY SEWER SERVICE WATER SERVICE ELECTRIC METER GAS METER TREE LINE EXISTING PROPOSED 972 DRAINTILE FORCEMAIN 373PARKING SETBACK LINE BUILDING SETBACK LINE 2 FENCE FLARED END SECTION POST INDICATOR VALVE BENCHMARK SOIL BORING 3DIRECTION OF FLOW 1.0%972.5 Gopher State One Call WARNING:THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND / OR RELOCATION OF LINES.THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES,VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER.1.SPOT ELEVATIONS REPRESENT FINISHED SURFACE GRADES, GUTTER/FLOW LINE, FACE OF BUILDING, OR EDGE OF PAVEMENT UNLESS OTHERWISE NOTED.2.ALL ACCESSIBLE ROUTES SHALL BE CONSTRUCTED WITH A CROSS SLOPE NOT EXCEEDING 2% AND A RUNNING SLOPE NOT EXCEEDING 5%.3.AT TURNING POINTS ALONG THE ACCESSIBLE ROUTE THE PAVEMENT SHALL NOT EXCEED 2% IN ANY DIRECTION FOR AN AREA 60" IN DIAMETER.4. ALL PUBLIC SIDEWALKS SHALL BE CONSTRUCTED WITH A CROSS SLOPE NOT EXCEEDING 2% AND A RUNNING SLOPE NOT EXCEEDING 5%.5.CATCH BASINS AND MANHOLES IN PAVED AREAS SHALL BE SUMPED 0.04 FEET. ALL CATCH BASINS IN GUTTERS SHALL BE SUMPED 0.16 FEET. RIM ELEVATIONS SHOWN ON PLANS DO NOT REFLECT SUMPED ELEVATIONS. 6.REFER TO GEOTECHNICAL EVALUATION REPORT BY BRAUN INTERTEC FOR AN EXISTING SUBSURFACE SITE CONDITION ANALYSIS AND CONSTRUCTION RECOMMENDATIONS INCLUDING BUT NOT LIMITED TO:A. REUSE OF ON-SITE SOILS B.GROUNDWATER AND RECOMMENDATIONS FOR EXCAVATION DEWATERING.C.SITE GRADING AND SUBGRADE PREPARATION. D.PAVEMENTS AND EXTERIOR SLABS.E.TRENCH EXCAVATION AND BACKFILL.F.EXTERIOR UTILITY SUPPORTS.G.FROST PROTECTION.7.CITY AND WATERSHED SHALL BE NOTIFIED AT LEAST 24 HOURS PRIOR TO CONSTRUCTION OF STORMWATER BMPS.8.ALL DISTURBED UNPAVED AREAS ARE TO RECEIVE MINIMUM OF 6 INCHES OF TOP SOIL AND SEED/MULCH OR SOD. THESE AREAS SHALL BE WATERED/ MAINTAINED BY THE CONTRACTOR UNTIL VEGETATION IS ESTABLISHED. REFER TO THE LANDSCAPE PLANS, DETAILS AND SPECIFICATIONS FOR FINAL SITE STABILIZATION. 9.FOR SITE RETAINING WALLS "TW" EQUALS SURFACE GRADE AT TOP FACE OF WALL NOT TOP OF WALL) AND "BW" EQUALS SURFACE GRADE AT BOTTOM FACE OF WALL NOT BOTTOM OF BURIED WALL COURSES).10.FOR SITE STAIRS, "TS" EQUALS SURFACE ELEVATION AT TOP OF STAIRS AND " BS"EQUALS SURFACE ELEVATION AT BOTTOM OF STAIRS. REFER TO SITE PLAN FOR NUMBER OF RISERS AND RISER HEIGHT.11.STREETS MUST BE CLEANED AND SWEPT WHENEVER TRACKING OF SEDIMENTS OCCURS AND BEFORE SITES ARE LEFT IDLE FOR WEEKENDS AND HOLIDAYS. A REGULAR SWEEPING SCHEDULE MUST BE ESTABLISHED.12.DUST MUST BE ADEQUATELY CONTROLLED.13.SEE SWPPP FOR ADDITIONAL EROSION CONTROL NOTES AND REQUIREMENTS.14.SEE UTILITY PLAN FOR WATERMAIN, STORM SEWER, AND SANITARY SEWER INFORMATION.15.SEE SITE PLAN FOR CURB AND BITUMINOUS TAPER LOCATIONS.16.REFERENCE ARCHITECTURAL AND STRUCTURAL DRAWINGS FOR BUILDING ELEVATIONS.17.THE CONTRACTOR ALONG WITH THE OWNER SHALL OBTAIN ALL NECESSARY PERMITS AND APPROVALS FROM GOVERNING AUTHORITIES, INCLUDING ANY CITY PERMITS AND THE NPDES PERMIT.18.INSTALL EROSION CONTROL AND TREE PROTECTION MEASURES BEFORE BEGINNING SITE GRADING ACTIVITIES. SOME EROSION CONTROLS SUCH AS BALE CHECKS AND TEMPORARY 40568 GND 936.93 40569 VLN1 936.42 40570 GND 935.48 40571 GND 936.86 40572 VLN1 937.01 40573 GND 937.76 40574 VLN1 938.91 40575 VLN1 939.32 40576 GND 940.03 40577 VLN1 941.14 40578 GND 943.13 40596 GND 943.15 40597 GND 941.99 40714 GND 944.29 40715 VLN 944.34 40716 VLN 942.68 40717 GND 942.54 40718 GND 942.20 40832 GND 943.23 41077 GND 944.53 41078 GND 944.55 41080 GND 937.63 41081 GND 935.50 41082 GND 933.75 41089 GND 938.78 41090 GND 944.23 41101 GND 931.83 41102 GND 932.53 41103 GND 938.26 41104 GND 931.31 41105 GND 931.24 41106 GND 935.91 41107 GND 931.28 41108 GND 930.89 41109 GND 936.04 41110 GND 942.21 41111 GND 929.88 41112 GND 930.21 30065 GND 937.31 30066 GND 937.15 30067 GND 937.42 30068 GND 938.52 30069 GND 939.64 30070 GND 938.10 30071 GND 937.87 30072 GND 938.02 30073 GND 939.91444444444444444444888888888889519519 51951 940938939941942935933934 936 937 938 939 TW=49.00 BW=48.90 TW=49.00 TW=49.00 TW=49.00 TW=49.00 TW=49.00 TW=49.00 TW=49.00 TW=49.00 TW=49.00 BW=43.00 TW=49.00 BW=43.00 TW=38.35 BW=38.25 BW=31.12 ±EX BW=35.00 ±EX BW=43.00 ±EX BW=44.00 ±EX BW=44.30 ±EX BW=40.00 BW=39.00 BW=32.00 TW=49.00 BW=39.50 40389 GND 952.37 40413 VLN B J30339 953.46 40417 GND 953.92 40418 GND 953.59 40419 VLN 954.23 40422 VLN E GDEN B 954.03 40423 GDEN 954.45 40380 WET 2-7 952.77 40414 WET 2-27 952.56 40425 WET 2-32 953.78 41123 WET 2-33 953.86 41124 WET 2-34 954.22 30336 GDEN2 952.35 30337 GDEN2 952.15 30340 GND 953.68 30341 GND 954.57 30342 GND 954.95 30343 GND 954.93 30344 GND 955.22 30345 GND 957.95 30368 GND 957.46 30369 GND 955.67 30370 GND 958.00 30386 GND 959.25 30387 GND 956.24 30388 GND 956.11 30389 GND 958.67 30451 GND 953.82 30452 GND 953.97 30453 GND 954.6130454GND 955.89 30455 GND 955.02 30456 GND 955.54 30457 GND 956.91 30458 GND 958.09 30459 GND 960.02 30460 GND 958.34 30461 GND 956.228967 968 955960965954956957958959961962963964966967968 95596095695795895996196296 0 9579 5 8 95 996 1 9 6 2963964 954TW=62.60 BW=62.50 TW=68.75 BW=62.50 TW=71.00 BW=62.50 TW=72.50 BW=62.50 TW=61.10 BW=61.00 TW=69.50 BW=62.50 30392 GND 958.1630393GND 957.48 30421 GND 953.21 30422 GND 956.42 30423 GND 957.79 30424 GND 957.26 30425 GND 957.32 30426 GND 957.52 30427 GND 957.22 30428 GND 956.79 30429 GND 956.42 30430 GND 956.75 30431 GND 955.08 30432 GND 952.28 8888895188888888953954972973974952TS=71.00 BS=65.00 BS=58.90 BS=52.80 TS=64.90 TS=58.80 TW=74.50 BW=52.50 TW=74.50 BW=52.35 TW=74.50 BW=52.65 TW=74.50 BW=52.50 TW=71.50 BW=51.50 TW=52.30 BW=52.00 BW=51.40 TW=73.00 BW=52.05 TW=73.85 TS=71.00 BS=65.00 BS=58.90 BS=52.80 TS=64.90 TS=58.80 GND 979.54 40478 GDEN 974.01 40479 GDEN 972.52 40486 GND 969.57 40487 GDEN E VLN 971.28 40493 GND 970.84 30353 GND 977.42 30354 GND 977.9430355 GND 975.35 30356 GND 973.43 30357 GND 970.64 30359 GND 972.43 30360 GND 972.02 30378 GND 966.98965966967968970 967 968 969 971 972 973 974 TW=74.00 BW=69.50 TW=74.00 TW=74.00 BW=69.00 BW=74.00 N SCALE IN FEET 0 20 40 NORTH KEY PLAN DRAWING NUMBER DRAWING TITLE CLIENT 4201 cedar avenue so. - minneapolis, MN 55407 tel. (612) 904-1332 - fax (612) 904-7366 NOT F O R C O N S T R U C TI O N PROJECT NUMBER 21602.0A REVISION DATE DESCRIPTION BY 1891 Arboretum Boulevard Chanhassen, MN 55317 Xcel Energy Service Center Chanhassen Title: Zachary B. Moen - PE Registration Number: 58688 Date: XX/XX/XXXX By: Title: Professional Engineer I hereby certify that this drawing was prepared by me or under my direct supervision and that I am a duly licensed Professional Engineer under the laws of the State of Minnesota. LOUCKS PROJECT NO. 21602 10/25/2022 WATERSHED SUBMITTAL 11/16/2022 TEP SUBMITTAL 11/16/2022 SCHEMATIC DESIGN PACKAGE 12/05/2022 SD PACKAGE ADDENDUM 01/12/2023 CITY SUBMISSION C3.3 GRADING PLAN WALL ELEVATIONS NOTE: EXISTING CONDITIONS INFORMATION SHOWN IS FROM AN ALTA/NSPS LAND TITLE SURVEY PREPARED BY LOUCKS, DATED 03/24/2022. PARKING STALL COUNT ACCESSIBLE PARKING STALL 2 LEGEND CATCH BASIN STORM SEWER SANITARY SEWER WATERMAIN STORM MANHOLE SANITARY MANHOLE HYDRANT GATE VALVE SPOT ELEVATION SIGN LIGHT POLE POWER POLE WATER MANHOLE / WELL CONTOUR CONCRETE CURB UNDERGROUND ELECTRIC CONCRETE TELEPHONE PEDESTAL UNDERGROUND TELEPHONE UNDERGROUND GAS OVERHEAD UTILITY CHAIN LINK FENCE BUILDING RETAINING WALL NO PARKING UNDERGROUND FIBER OPTIC SANITARY SEWER SERVICE WATER SERVICE ELECTRIC METER GAS METER TREE LINE EXISTING PROPOSED 972 DRAINTILE FORCEMAIN 373PARKING SETBACK LINE BUILDING SETBACK LINE 2 FENCE FLARED END SECTION POST INDICATOR VALVE BENCHMARK SOIL BORING 3DIRECTION OF FLOW 1.0% 972.5 Gopher State One Call WARNING: THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND / OR RELOCATION OF LINES. THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. WALL 1 WALL3WALL2 1.SPOT ELEVATIONS REPRESENT FINISHED SURFACE GRADES, GUTTER/FLOW LINE, FACE OF BUILDING, OR EDGE OF PAVEMENT UNLESS OTHERWISE NOTED. 2.ALL ACCESSIBLE ROUTES SHALL BE CONSTRUCTED WITH A CROSS SLOPE NOT EXCEEDING 2% AND A RUNNING SLOPE NOT EXCEEDING 5%. 3.AT TURNING POINTS ALONG THE ACCESSIBLE ROUTE THE PAVEMENT SHALL NOT EXCEED 2% IN ANY DIRECTION FOR AN AREA 60" IN DIAMETER. 4.ALL PUBLIC SIDEWALKS SHALL BE CONSTRUCTED WITH A CROSS SLOPE NOT EXCEEDING 2% AND A RUNNING SLOPE NOT EXCEEDING 5%. 5.CATCH BASINS AND MANHOLES IN PAVED AREAS SHALL BE SUMPED 0.04 FEET. ALL CATCH BASINS IN GUTTERS SHALL BE SUMPED 0.16 FEET. RIM ELEVATIONS SHOWN ON PLANS DO NOT REFLECT SUMPED ELEVATIONS. 6.REFER TO GEOTECHNICAL EVALUATION REPORT BY BRAUN INTERTEC FOR AN EXISTING SUBSURFACE SITE CONDITION ANALYSIS AND CONSTRUCTION RECOMMENDATIONS INCLUDING BUT NOT LIMITED TO: A.REUSE OF ON-SITE SOILS B.GROUNDWATER AND RECOMMENDATIONS FOR EXCAVATION DEWATERING. C.SITE GRADING AND SUBGRADE PREPARATION. D.PAVEMENTS AND EXTERIOR SLABS. E.TRENCH EXCAVATION AND BACKFILL. F.EXTERIOR UTILITY SUPPORTS. G.FROST PROTECTION. 7.CITY AND WATERSHED SHALL BE NOTIFIED AT LEAST 24 HOURS PRIOR TO CONSTRUCTION OF STORMWATER BMPS. 8.ALL DISTURBED UNPAVED AREAS ARE TO RECEIVE MINIMUM OF 6 INCHES OF TOP SOIL AND SEED/MULCH OR SOD. THESE AREAS SHALL BE WATERED/MAINTAINED BY THE CONTRACTOR UNTIL VEGETATION IS ESTABLISHED. REFER TO THE LANDSCAPE PLANS, DETAILS AND SPECIFICATIONS FOR FINAL SITE STABILIZATION. 9.FOR SITE RETAINING WALLS "TW" EQUALS SURFACE GRADE AT TOP FACE OF WALL (NOT TOP OF WALL) AND "BW" EQUALS SURFACE GRADE AT BOTTOM FACE OF WALL (NOT BOTTOM OF BURIED WALL COURSES). 10.FOR SITE STAIRS, "TS" EQUALS SURFACE ELEVATION AT TOP OF STAIRS AND "BS" EQUALS SURFACE ELEVATION AT BOTTOM OF STAIRS. REFER TO SITE PLAN FOR NUMBER OF RISERS AND RISER HEIGHT. 11.STREETS MUST BE CLEANED AND SWEPT WHENEVER TRACKING OF SEDIMENTS OCCURS AND BEFORE SITES ARE LEFT IDLE FOR WEEKENDS AND HOLIDAYS. A REGULAR SWEEPING SCHEDULE MUST BE ESTABLISHED. 12.DUST MUST BE ADEQUATELY CONTROLLED. 13.SEE SWPPP FOR ADDITIONAL EROSION CONTROL NOTES AND REQUIREMENTS. 14.SEE UTILITY PLAN FOR WATERMAIN, STORM SEWER, AND SANITARY SEWER INFORMATION. 15.SEE SITE PLAN FOR CURB AND BITUMINOUS TAPER LOCATIONS. 16.REFERENCE ARCHITECTURAL AND STRUCTURAL DRAWINGS FOR BUILDING ELEVATIONS. 17.THE CONTRACTOR ALONG WITH THE OWNER SHALL OBTAIN ALL NECESSARY PERMITS AND APPROVALS FROM GOVERNING AUTHORITIES, INCLUDING ANY CITY PERMITS AND THE NPDES PERMIT. 18.INSTALL EROSION CONTROL AND TREE PROTECTION MEASURES BEFORE BEGINNING SITE GRADING ACTIVITIES. SOME EROSION CONTROLS SUCH AS BALE CHECKS AND TEMPORARY SILT PONDS MAY BE INSTALLED AS GRADING OCCURS IN SPECIFIC AREAS. MAINTAIN EROSION CONTROLS THROUGHOUT THE GRADING PROCESS AND REMOVE WHEN TURF HAS BEEN ESTABLISHED. 19.CONTRACTOR SHALL PROVIDE AS-BUILT INFORMATION OF GRADING ACTIVITIES AS NEEDED PER APPLICABLE PERMIT REQUIREMENTS AND/OR DEVELOPMENT AGREEMENTS. GRADING NOTES WALL 4 165411 3506 5 STC 3 0 R C P 945.1535068 STC 1 2 R C P 944.0 3 40163 UPD.C COMM 952.21 40165 UPD.C 952.10 45180 GND 947.19 45181 GND 945.6245182 GND 947.42 45185 VLN B 946.74 45186 VLN 946.94 45187 GND 948.2545188 GND 949.73 45189 GND 950.26 45190 GND 950.25 45202 GND 953.27 45203 GND 952.36 45204 GND 950.29 45205 GND 952.00 45206 GND 950.86 45207 GND 952.50 45208 GND 953.26 45209 GND 952.22 45210 GND 951.06 45211 GND 950.2545212 GND 951.69 45215 GND 950.90 45216 GND 952.97 45217 GND 953.80 45218 GND 950.17 45219 FNB B 948.62 45220 VLN1 B 949.15 45221 GND 954.48 45222 GND 953.88 45223 GND 950.29 45224 VLN1 950.65 45225 GND 953.58 45226 VLN1 951.26 45227 GND 948.38 45228 VLN1 947.86 45229 GND 951.0045230GND 953.52 45231 GND 952.75 45232 GND 949.34 45233 VLN1 947.58 45234 GND 952.60 45235 GND 952.57 45236 GND 949.29 45237 GND 948.20 45238 VLN1 946.49 45239 GND 949.63 45240 GND 950.50 45241 VLN1 949.24 45242 GND 952.49 45243 GND 955.05 45244 GND 954.25 45245 GND 954.19 45246 GND 953.22 45247 GND 953.37 45248 GND 953.04 45249 GND 953.37 45250 GND 954.39 45251 GND 953.19 45252 GND 954.55 45253 GND 954.54 45254 GND 954.76 45255 GND 954.05 45256 GND 953.60 45257 GND 954.45 45258 GND 953.68 45259 GND 954.51 45260 GND 954.50 45261 GND 956.34 45313 GND 955.54 45314 GND 956.44 45315 GND 955.34 45316 GND 954.80 45317 GND 954.11 45318 GND 954.27 45319 GND 955.14 45320 GND 954.10 45321 GND 955.34 45322 GND 955.18 45323 GND 955.78 45324 GND 955.99 45325 GND 955.68 45326 GND 956.11 45369 GND 956.36 45370 GND 955.80 45371 GND 955.75 45373 GND 955.84 45374 GND 954.84 45375 GND 952.88 45376 GND 951.80 45377 GND 955.29 45378 GND 953.60 45379 GND 956.18 45380 GND 955.71 45389 954.62 45390 GND 954.14 45391 GND 956.32 45392 GND 956.40 45393 GND 957.05 45394 GND 956.44 45395 GND 956.44 45396 GND 954.44 45397 GND 953.76 45398 GND 952.22 45399 GND 951.00 45400 GND 954.11 45401 GND 953.70 45402 GND 955.87 45403 GND 955.55 45404 GND 956.78 45405 GND 956.00 45406 GND 953.04 45407 GND 951.68 45408 GND 950.44 45409 GND 951.55 45410 GND 950.94 45411 VLN1 950.05 40000 CGB B 967.44 40001 CGB AB 966.84 40002 CGB 965.52 40007 CL B AB 966.59 40008 CL 965.32 40009 CL 964.18 40010 CGB 963.79 40011 CGB AE 962.77 40012 CL AE 963.0240013 CL 961.94 40014 CGB 961.8640015CGB 960.85 40018 CL 961.2640019 CL 960.26 40020 CGB 959.92 40022 CGB 959.21 40023 CL 959.6340024 CL 958.45 40025 CL 958.10 40026 CGB 957.9840029CGB 956.70 40030 CL 956.9540031CL 955.33 40036 CGB 954.8640037CGB 953.40 40039 CL 953.3140040CLAB 951.35 40041 CGB AB 951.43 40042 CGB 949.77 40043 CGB AE AB 948.25 40044 CL 949.09 40046 CL 946.89 40047 CGB 946.30 40048 CGB 944.50 40049 CL 944.54 40050 CL 942.69 40051 CGB 942.15 40053 CGB 940.81 40056 CL 940.86 40058 CL 939.54 40059 CGB 939.72 40060 CGB 938.62 40061 CL 938.71 40062 CL 937.74 40063 CGB 937.58 40064 CGB 936.42 40065 CL 936.74 40066 CL AE 935.78 40068 CGB 935.48 40069 CGB AE 935.34 40070 CL 935.29 40071 CL 934.96 40072 CGB 934.90 40073 CGB 934.61 40078 CL 934.83 40079 CL 934.94 40080 CGB 934.71 40082 CGB 934.98 935.27 40108 CON 935.41 40109 CON1 935.56 40111 CON 935.30 40112 CON1 935.44 40113 CON1 935.42 40114 CON 935.20 40116 CON 935.17 40117 CON1 935.40 40118 CON1 935.45 40119 CON 935.17 40121 CON 935.56 40122 CON1 935.54 40123 CON1 E 936.03 40124 CON1 B 935.8140125 CON 935.80 40127 CON1 AB 936.44 40128 CON AB 936.40 40129 CON 937.46 40130 CON1 937.76 40131 CON1 AE 938.28 40132 CON AE 938.34 40134 CON1 939.42 40135 CON 939.52 40136 CON 940.6740137VHA4 940.61 40138 BIT E 940.54 40139 BIT E 940.85 40140 CON AB 941.30 40141 CON1 AB 941.26 40142 CON1 943.08 40143 CON 942.91 40145 CON 944.85 40146 CON1 945.71 40148 CON 947.16 40149 CON1 947.34 40150 CON1 949.15 40151 CON 949.14 40153 CON AE 950.74 40154 CON1 AE 950.92 40155 CON1 951.68 40156 CON1 951.82 40157 CON1 952.08 40162 CON1 952.05 40166 CON 951.54 40168 CON 953.72 40169 CON1 954.08 40171 CON 955.52 40172 CON1 955.72 40173 CON1 957.12 40174 CON 956.78 40176 CON 957.97 40177 CON1 958.30 40178 CON1 959.58 40179 CON 959.48 40182 CON 960.35 40183 CON1 960.47 40184 CON1 961.16 40185 CON 961.22 40186 CON 962.36 40188 CON1 962.21 40189 CON1 AB 962.87 40190 CON AB 962.72 40191 CON 964.00 40192 CON1 964.12 40194 CON 964.92 40195 CON1 965.06 40196 CON1 AE 966.47 40197 CON1 E 967.06 40198 CON AE 966.25 40199 CON E 967.00 40238 GND 936.38 40239 GND 943.86 40240 GND 945.95 40241 GND 944.60 40242 VLN B J45185 946.24 40243 VLN 945.41 40244 GND 946.02 40245 GND 946.33 40246 GND 945.83 40247 VLN 946.42 40248 VLN E J45186 947.85 40249 GND 947.78 40250 GND 950.01 40251 GND 947.15 40252 GND 946.92 40253 GND 949.44 40254 GND 949.88 40255 GND 950.58 40256 VLN B J45220 943.39 40257 VLN 939.53 40258 GND 940.59 40259 GND 944.38 40260 GND 947.46 40261 GND 943.39 40262 GND 939.32 40263 GND 941.51 40264 GND 937.73 40265 GND 938.83 40266 GND 940.18 40267 GND 942.15 40268 GND 936.51 40269 VLN 936.19 40270 GND 935.59 40271 VLN 934.77 40272 GND 933.20 40273 VLN 934.90 40274 GND 932.36 40275 GND 928.60 40276 GND 926.17 40277 GND 934.50 40278 GND 935.76 40279 GND 938.51 40280 GND 939.14 40281 GND 938.88 40282 GND 938.40 40283 GND 941.87 40284 GND 942.58 40285 GND 944.52 40286 GND 945.05 40287 GND 944.36 40288 GND 944.2440289 GND 945.24 40290 GND 944.50 40291 GND 945.28 40292 GND 945.20 40293 GND 945.01 40294 GND 934.54 40295 GND 934.79 40296 GND 934.42 40297 GND 936.01 40298 VLN 934.97 40299 GND 934.61 40300 GND 936.39 40301 GND 935.48 40302 VLN 935.60 40303 GND 935.94 40304 GND 929.89 40305 VLN 932.28 40306 VLN E 924.83 40307 GND 926.36 40308 GND 930.84 40309 GND 939.27 40310 GND 943.62 40311 GND 944.8040312 GND 944.4540313 GND 944.34 40314 GND 944.48 40315 GND 944.03 40316 GND 943.95 40317 GND 943.23 40318 GND 942.28 40319 GND 941.71 40320 GND 943.09 40321 GND 939.55 40322 GND 936.40 40323 GND 931.6240325GND 938.96 40326 GND 937.29 40327 GND 936.92 40328 GND 936.12 40329 GND 964.59 40330 GND 964.93 40331 GND 964.69 40332 GND 963.60 40333 GND 961.89 40334 GND 962.70 40335 GND 965.21 40336 GND 966.08 40337 GND 967.30 40338 GND 965.55 40339 GND 964.00 40340 GND 965.48 40341 GND 961.48 40342 GND 960.56 40343 GND 958.65 40344 GND 958.98 40345 GND 958.32 40346 GND 956.36 40347 GND 957.21 40348 GND 956.17 40349 GND 959.49 40350 GND 962.87 40351 GND 962.66 40352 GND 964.81 40353 GND 965.05 40354 GND 961.62 40355 GND 962.77 40356 GND 965.20 40357 GND 964.61 40358 GND 963.20 40359 GND 961.67 40360 GND 961.20 40361 GND 959.85 40362 GND 958.88 40363 GND 957.58 40364 GND 958.83 40365 GND 957.21 40366 GND 958.31 40367 GND 957.42 40368 GND 957.43 40369 GND 955.96 40370 GND 954.74 40371 GND 953.92 40372 GND 953.18 40373 GND 953.07 40382 GND 953.91 40383 GND 954.57 40384 GND 954.67 40385 GND 955.55 40386 GND 956.04 40387 GND 952.86 40389 GND 952.37 40391 GND 951.52 40394 GND 950.75 40397 GND 949.59 40399 GND 949.86 40400 GND 949.29 40404 GND 950.02 40412 GND 953.20 40413 VLN B J30339 953.46 40415 GND 953.1240417 GND 953.92 40418 GND 953.59 40419 VLN 954.23 40422 VLN E GDEN B 954.03 40423 GDEN 954.45 40426 GDEN 956.17 40427 GND 957.23 40428 GND 958.34 40429 GND 955.32 40430 GND 957.68 40431 GND 954.79 40432 GND 953.52 40433 GND 953.08 40434 GND 952.74 40435 GND 953.96 40436 GND 959.07 40437 GDEN 959.17 40438 GDEN 962.86 40439 GND 965.48 40442 GND 967.87 40444 GDEN 965.39 40445 GND 963.78 40447 OHU E J40446 955.52 40450 GND 969.88 40451 GND 967.09 40452 GDEN 964.25 40453 GDEN 964.53 40454 GND 966.81 40455 GDEN 968.43 40456 GDEN 971.87 40457 GND 972.26 40458 GND 967.92 40459 GND 968.70 40460 GND 975.7440461GDEN 975.99 40462 GND 978.10 40463 GND 969.32 40464 GND 977.50 40465 GND 979.5840466GDEN 979.70 40467 GND 979.54 40468 GND 977.48 40469 GDEN 977.39 40470 GND 978.18 40472 GND 979.51 40473 GND 970.69 40474 GND 970.60 40475 GND 970.25 40476 GND 976.09 40477 GDEN 975.60 40478 GDEN 974.01 40479 GDEN 972.52 40481 GND 970.9340482 VLN B 969.60 40483 VLN GND 970.78 40484 GND 970.97 40485 VLN 969.08 40486 GND 969.57 40487 GDEN E VLN 971.28 40488 VLN 969.23 40489 GND 968.34 40490 VLN 967.32 40491 VLN 966.88 40492 GND 965.63 40493 GND 970.84 40494 VLN 962.76 40495 GND 961.41 40496 GND 958.23 40497 VLN 957.13 40498 GND 955.79 40499 VLN 955.41 40500 GND 954.67 40501 GND 952.11 40502 VLN 950.44 40503 VLN 947.79 40504 GND 947.95 40505 VLN 947.57 40506 GND 946.58 40507 GND 947.59 40508 GND 947.47 40509 VLN 948.02 40510 GND 947.50 40511 GND 947.95 40512 GND 948.10 40513 GND 948.09 40514 GND 948.10 40515 VLN E J30327 GDEN E J30328 947.88 40516 GND 948.39 40517 GND 948.73 40518 GND 948.5740519 VLN E J30327 948.50 40520 GND 955.87 40521 GND 953.94 40522 GND 953.57 40523 GND 953.69 40524 GND 953.77 40525 GND 953.04 40526 GND 953.17 40527 GND 951.14 40528 GND 951.34 40529 GND 944.32 40530 GND 945.09 40531 BIT B J40138 941.99 40532 BIT 941.01 40533 BIT AB 938.91 40534 BIT 937.69 40535 BIT AE AB 936.14 40536 BIT 934.71 40537 BIT E AE 933.57 40538 BIT B AB 933.21 40539 BIT 934.44 40540 BIT AE AB 935.48 40541 BIT 936.72 40542 BIT AE 938.60 40543 BIT 940.74 40544 BIT E J40139 941.93 40545 GND 945.11 40546 GND 949.88 40547 GND 942.12 40548 GND 941.44 40549 GND 939.89 40550 GND 940.57 40551 GND 937.7740552 GND 937.90 40553 GND 932.33 40554 GND 928.34 40555 GND 929.89 40556 GND 939.11 40557 GND 935.78 40558 GND 937.08 40559 GND 933.88 40560 VLN1 B 933.84 40561 GND 935.72 40562 GND 937.52 40563 GND 938.35 40564 GND 937.38 40565 VLN1 E J30039 937.89 40566 VLN1 B J30039 937.26 40567 GND 936.85 40568 GND 936.93 40569 VLN1 936.42 40570 GND 935.48 40571 GND 936.86 40572 VLN1 937.01 40573 GND 937.76 40574 VLN1 938.91 40575 VLN1 939.32 40576 GND 940.03 40577 VLN1 941.14 40578 GND 943.13 40579 GND 943.09 40580 VLN1 945.70 40581 GND 947.83 40582 VLN1 949.73 40583 VLN1 949.14 40584 GND 948.93 40585 VLN1 E J40519 948.43 40586 GND 949.09 40587 GND 948.88 40588 GND 947.98 40589 GND 948.04 40590 GND 947.46 40591 GND 947.33 40592 GND 947.25 40593 GND 945.53 40594 GND 945.57 40595 GND 945.67 40596 GND 943.15 40597 GND 941.99 40598 GND 944.3740599 GND 944.83 40600 GND 944.63 40601 GND 944.42 40602 GND 944.38 40603 GND 944.08 40604 GND 943.60 40605 GND 943.46 40606 GND 942.69 40607 GND 943.34 40608 GND 942.35 40609 WTR B 3' WIDE CTRLN 938.78 40611 TEL B 966.9740612 TEL B 962.63 40613 ELC B 962.69 40614 ELC 961.94 40615 TEL 962.53 40616 TEL 956.87 40617 ELC 956.90 40618 ELC 956.26 40619 ELC E 956.26 40620 TEL 955.6640621 TEL E 952.94 40622 ELC B 951.76 40623 ELC E 952.18 40624 TEL B 951.42 40625 TEL 946.71 40626 TEL E 941.18 40631 GND 966.47 40633 GND 967.28 40634 GND 968.66 40635 GND 970.14 40636 GND 968.66 40637 VLN B J40482 967.85 40638 VLN 965.63 40639 GND 965.82 40640 GND 967.04 40641 GND 967.52 40642 GND 966.20 40644 GND 966.75 40645 GND 964.44 40646 GND 963.72 40647 VLN 964.41 40648 VLN 962.39 40649 VLN 959.62 40650 GND 958.80 40651 GND 957.50 40652 VLN 957.48 40653 GND 960.90 40654 GND 960.58 40655 GND 964.59 40656 GND 965.90 40657 GND 968.92 40658 GND 965.99 40659 GND 968.34 40660 GND 964.90 40661 GND 964.26 40662 GND 957.92 40663 GND 964.21 40664 GND 968.77 40665 GND 964.85 40666 GND 960.0140667 GND 956.70 40668 VLN 956.25 40669 GND 956.37 40670 GND 958.73 40671 VLN 962.42 40672 GND 964.08 40673 GND 965.33 40674 GND 966.97 40675 GND 960.87 40676 GND 961.54 40677 GND 960.46 40678 GND 956.81 40679 GND 953.00 40680 GND 952.42 40681 VLN 952.8440682 GND 952.51 40683 GND 952.14 40684 GND 958.64 40685 GND 961.18 40686 GND 960.79 40687 GND 955.77 40688 GND 953.95 40689 GND 955.0240690 GND 954.48 40691 GND 958.55 40692 GND 962.46 40693 GND 965.27 40694 GND 965.30 40695 GND 966.03 40696 GND 965.89 40697 GND 965.11 40698 GND 952.22 40699 GND 950.82 40700 GND 949.34 40701 GND 950.94 40702 GND 949.54 40703 VLN 950.80 40704 GND 952.09 40705 VLN 946.28 40706 GND 947.16 40707 GND 947.17 40708 GND 944.51 40709 VLN 943.8040710 GND 942.32 40711 GND 943.91 40712 VLN 943.8540713 GND 943.51 40714 GND 944.29 40715 VLN 944.34 40716 VLN 942.68 40717 GND 942.54 40718 GND 942.20 40719 GND 940.81 40720 GND 939.2440721 VLN 939.30 40722 GND 939.12 40723 GND 937.48 40724 GND 937.60 40725 GND 931.02 40726 GND 929.67 40727 GND 935.43 40728 VLN 935.96 40729 WTR1 B 3'CL 925.54 40730 WTR1 2'CL 925.79 40731 GND 927.55 40732 GND 928.64 40733 GND 935.10 40734 VLN 937.78 40735 GND 940.22 40736 GND 940.46 40737 GND 941.53 40738 VLN 941.99 40739 GND 939.7740740 GND 941.87 40741 GND 942.95 40742 GND 931.12 40743 WTR1 926.98 40744 GND 929.90 40745 GND 936.91 40746 GND 935.4440747 GND 932.3140748 GND 930.22 40749 WTR1 927.78 40750 GND 929.61 40751 GND 936.28 40752 GND 940.44 40753 GND 942.82 40754 VLN 939.71 40755 VLN 938.53 40756 GND 940.98 40757 GND 935.62 40758 GND 930.54 40759 WTR1 928.90 40760 WTR1 928.98 40761 GND 931.17 40762 GND 935.92 40763 GND 931.51 40764 VLN 932.49 40765 WTR1 929.41 40766 WTR1 929.59 40767 GND 930.7640768 GND 930.82 40769 WTR1 929.96 40770 GND 931.26 40771 GND 931.54 40772 GND 931.90 40773 WTR1 930.20 40774 GND 932.12 40775 WTR1 931.00 40776 GND 932.23 40777 GND 934.60 40778 GND 932.69 40779 WTR1 2' 931.7840780 GND 935.10 40781 GND 934.02 40782 VLN 934.16 40783 GND 935.72 40784 WTR1 E 3' 932.12 40785 GND 935.27 40786 GND 935.82 40787 VLN 936.20 40788 GND 938.66 40789 GND 940.37 40790 VLN 940.37 40791 VLN 941.08 40792 GND 941.34 40793 GND 942.79 40794 VLN 943.76 40795 GND 944.41 40796 GND 942.22 40797 GND 941.93 40798 GND 944.56 40799 GND 947.25 40800 GND 946.51 40801 GND 943.95 40802 VLN 945.86 40803 GND 946.69 40804 VLN 944.72 40805 GND 943.63 40806 GND 944.32 40807 VLN 945.14 40808 GND 944.99 40809 VLN 946.90 40810 GND 944.31 40811 GND 943.24 40812 GND 942.44 40813 GND 942.92 40814 GND 941.15 40815 GND 940.51 40816 GND 938.15 40817 GND 938.08 40818 GND 938.48 40819 GND 932.27 40820 GND 932.53 40821 GND 931.53 40822 GND 930.86 40823 GND 935.53 40824 GND 937.70 40825 GND 936.73 40826 GND 937.70 40827 GND 938.48 40828 GND 939.12 40829 GND 939.74 40830 GND 941.80 40831 GND 940.08 40832 GND 943.23 40833 GND 941.42 40834 GND 940.05 40835 GND 938.89 40836 GND 937.56 40837 GND 939.46 40838 GND 939.97 40839 GND 941.22 40840 GND 940.42 40841 GND 939.87 40842 GND 939.70 40843 GND 939.30 40844 GND 940.36 40845 GND 940.87 40846 GND 941.07 40847 GND 942.13 40848 GND 941.87 40849 GND 941.68 40850 VLN 949.08 40851 GND 950.11 40852 GND 953.34 40853 GND 953.0740854 VLN 952.61 40855 GND 952.75 40856 GND 951.24 40857 GND 951.65 40858 VLN 951.83 40859 GND 952.61 40860 GND 957.96 40861 GND 953.43 40862 GND 953.10 40863 GND 954.14 40864 VLN 952.32 40865 VLN 955.91 40866 GND 955.66 40867 GND 957.11 40868 GND 959.17 40869 GND 960.16 40870 GND 960.24 40871 GND 956.14 40872 VLN 957.43 40873 VLN 965.06 40874 GND 962.93 40875 GND 959.79 40876 GND 963.16 40877 GND 963.31 40878 VLN 964.42 40879 VLN 964.95 40880 VLN E 965.47 40883 BIT B AB J40538 928.12 40884 BIT 926.4740885 BIT AE 924.48 40886 BIT CON B 923.72 40887 BIT 923.56 40888 BIT AB 924.43 40889 BIT 926.03 40890 BIT E AE J40537 928.60 40891 RWG B 928.30 40892 RWG 928.73 40893 RWG 936.47 40894 RWG 936.58 40895 RWG 936.57 40896 RWG 936.07 40897 RWG 936.04 40898 GND 935.30 40899 GND 930.60 40900 STEP B J40123 935.97 40901 STEP CON1 B 934.03 40902 STEP CON2 B 933.98 40903 STEP E J40124 935.80 40904 STEP B CON2 E 933.82 40905 STEP CON1 E 934.0140906 GND 935.09 40907 STEP CON1 B 932.05 40908 STEP F CON2 B 931.87 40909 STEP B CON2 E 931.88 40910 STEP CON1 E 932.02 40911 STEP CON1 B 930.03 40912 STEP F CON2 B 929.87 40913 STEP B CON2 E 929.92 40914 STEP CON1 E 930.02 40915 STEP CON1 B AB 928.24 40916 STEP F CON2 B AB 928.08 40917 CON2 927.98 40918 CON2 E AE STR B 928.06 40919 CON1 928.07 40920 CON1 E AE STR 928.25 40921 STEP CON1 B 926.3540922 STEP F CON2 B 926.15 40923 STEP B CON2 E 926.13 40924 STEP CON1 E 926.18 40925 CON 924.0440926 CON 924.07 40927 CON E STR 924.3340928 STEP F CON B 924.20 40929 CON 923.98 40930 CON 923.37 40931 CON 922.27 40932 CON 922.36 40933 CON E 922.54 40934 CON B 922.00 40935 CON RWG1 B 921.99 40936 CON 921.98 40937 CON E J40887 923.16 40938 RWG 928.64 40939 RWG 927.88 40940 RWG 922.68 40941 GND 923.42 40942 GND 923.95 40943 GND 928.21 40944 GND 929.51 40945 GND 922.47 40946 GND 922.21 40947 GND 919.89 40949 RWG1 922.14 40950 RWG1 E 920.67 40951 GND 920.78 40952 WTR1 B 3'CL 919.59 40953 RWG F 922.44 40954 GND 920.88 40955 GND 921.71 40956 WTR1 919.44 40957 WTR1 919.66 40958 GND 921.89 40959 GND 921.98 40960 GND 921.13 40961 GND 925.23 40962 WTR1 921.04 40963 WTR1 E 920.94 40964 GND 923.0040965 GND 922.56 40966 GND 929.77 40967 GND 927.1540968 GND 924.38 40969 GND 923.20 40970 STRM INV 24"RCP 920.18 40972 WTR1 B 3'CL 921.04 40973 GND 922.53 40974 GND 923.16 40975 GND 924.30 40976 WTR1 921.21 40977 WTR1 921.35 40978 GND 923.84 40979 WTR1 921.45 40980 GND 923.17 40981 GND 924.61 40982 GND 924.52 40983 WTR1 921.55 40984 GND 923.31 40985 WTR1 921.84 40986 WTR1 922.04 40987 GND 923.6340988 GND 926.51 40989 GND 923.43 40990 GND 928.35 40991 GND 933.17 40992 GND 926.70 40993 GND 924.79 40994 GND 926.58 40995 GND 933.63 40996 GND 932.55 40997 GND 924.69 40998 WTR1 922.22 40999 GND 924.6841000GND 924.87 41001 GND 925.93 41002 WTR1 4' 922.60 41003 GND 924.74 41004 GND 935.89 41005 GND 932.36 41006 GND 936.27 41007 WTR1 923.08 41008 WTR1 922.81 41009 WTR1 923.07 41010 GND 925.1241011 GND 925.06 41012 GND 929.16 41013 WTR1 923.7341014GND 925.59 41015 GND 926.79 41016 GND 930.54 41017 GND 929.36 41018 GND 929.07 41019 GND 926.02 41020 WTR1 924.16 41021 GND 929.67 41022 GND 934.15 41023 GND 933.83 41024 GND 935.99 41025 GND 935.35 41026 GND 936.9841027 GND 931.34 41028 WTR1 924.35 41029 GND 928.84 41030 GND 927.72 41031 WTR1 925.03 41032 GND 928.97 41033 GND 928.17 41034 WTR1 924.84 41035 WTR1 3'CL 925.18 41036 WTR1 925.38 41037 WTR1 E J40729 925.64 41038 GND 928.65 41039 GND 929.9741040 GND 925.5341041 GND 928.44 41042 GND 928.60 41043 GND 936.67 41044 GND 940.53 41045 GND 935.47 41046 GND 942.97 41047 GND 945.30 41048 GND 945.95 41049 GND 945.55 41050 GND 943.72 41051 GND 941.44 41052 GND 943.28 41053 GND 945.28 41054 GND 942.43 41055 GND 939.84 41056 GND 940.29 41057 GND 940.64 41058 GND 942.19 41059 GND 943.74 41060 GND 945.14 41061 GND 943.24 41062 VLN J45411 948.22 41063 VLN E 947.54 41064 GND 946.07 41065 GND 941.05 41066 GND 941.27 41067 GND 946.45 41068 GND 946.16 41069 GND 946.13 41070 GND 947.26 41071 GND 949.01 41072 GND 949.48 41073 GND 946.53 41074 GND 951.52 41075 GND 948.40 41076 GND 952.21 41077 GND 944.53 41078 GND 944.55 41079 GND 939.47 41080 GND 937.63 41081 GND 935.50 41082 GND 933.75 41083 GND 938.34 41084 GND 937.31 41085 GND 932.10 41086 GND 931.56 41087 GND 932.20 41088 GND 935.70 41089 GND 938.78 41090 GND 944.23 41091 GND 936.54 41092 GND 934.4241093 GND 940.14 41094 GND 937.91 41095 GND 938.55 41096 GND 938.86 41097 GND 938.70 41098 GND 939.5141099GND 938.91 41100 GND 942.27 41101 GND 931.83 41102 GND 932.53 41103 GND 938.26 41104 GND 931.31 41105 GND 931.24 41106 GND 935.91 41107 GND 931.28 41108 GND 930.89 41109 GND 936.04 41110 GND 942.21 41111 GND 929.88 41112 GND 930.21 41113 GND 928.8441114 GND 928.9341115 GND 935.03 41116 GND 939.02 41117 GND 936.47 41118 GND 930.50 41119 GND 928.79 41120 GND 925.87 41121 GND 926.88 41122 GND 926.65 40374 WET B 2-1 955.03 40375 WET 2-2 954.4240376 WET 2-3 954.23 40377 WET 2-4 953.88 40378 WET 2-5 952.70 40379 WET 2-6 952.94 40380 WET 2-7 952.77 40381 WET 2-8 952.64 40388 WET 2-9 951.90 40390 WET 2-10 951.15 40392 WET 2-11 950.84 40393 WET 2-13 950.15 40395 WET 2-14 949.50 40396 WET 2-15 949.25 40398 WET 2-16 948.75 40401 WET 2-17 948.57 40402 WET 2-18 948.54 40403 WET 2-19 948.90 40405 WET 2-20 949.26 40406 WET 2-21 949.64 40407 WET 2-22 949.90 40408 WET 2-23 950.64 40409 WET 2-24 950.41 40410 WET 2-25 950.79 40411 WET 2-26 951.87 40414 WET 2-27 952.56 40416 WET 2-28 952.55 40420 WET 2-29 952.91 40421 WET 2-30 953.42 40424 WET 2-31 953.49 40425 WET 2-32 953.78 41123 WET 2-33 953.86 41124 WET 2-34 954.22 41125 WET 2-35 954.99 41126 WET E 2-36 955.59 41127 GND 954.16 41128 WET B 1-1 954.74 41129 WET 1-2 954.33 41130 WET 1-3 953.04 41131 WET 1-4 953.49 41132 WET 1-5 954.56 41133 WET 1-6 954.72 41134 WET E F 1-7 954.78 41135 GND 953.93 41136 GND 956.59 41137 GND 956.14 41138 GND 954.31 41139 GND 952.23 41140 GND 952.76 41141 GND 953.15 41142 GND 956.17 41143 GND 956.64 41144 GND 955.34 41145 GND 954.06 41146 GND 953.93 41147 GND 955.45 41148 GND 952.44 41149 GND 949.46 41150 GND 948.58 41151 GND 946.24 41152 GND 936.64 41153 WTR B J40784 934.96 41154 GND 937.04 41155 GND 937.62 41156 GND 941.54 41157 WTR E J35100 935.81 41158 GND 937.34 41159 GND 937.33 41160 GND 942.01 41161 GND 942.79 41162 GND 942.97 41163 GND 943.60 41164 GND 943.92 41165 GND 946.29 41166 GND 945.82 41167 GND 944.02 41168 GND 945.65 41169 GND 944.02 41170 GND 949.60 41171 GND 949.07 41172 GND 937.30 41173 GND 941.71 41174 GND 946.06 41175 GND 945.60 30000 VLN B 967.04 30001 VLN 964.9030002GDENBJ30001 964.22 30003 GDEN 962.9030004GDEN 962.38 30005 GDEN 962.5930006GDEN 962.1830007 GDEN 960.7530008 GDEN 959.0730009 GDEN 957.45 30010 GDEN E J30011 956.30 30011 VLN1 B 955.70 30012 VLN1 954.19 30013 VLN1 953.3930014 VLN1 953.4930015VLN1 953.25 30016 VLN1 952.82 30017 VLN1 952.53 30018 VLN1 950.82 30019 VLN1 946.72 30020 VLN1 947.35 30021 VLN1 949.26 30022 VLN1 958.58 30023 VLN1 951.44 30024 VLN1 E J30011 954.67 30025 VLN2 B 953.59 30026 VLN2 954.75 30027 VLN2 955.71 30028 VLN2 956.05 30029 VLN2 949.74 30030 VLN2 954.25 30031 VLN2 955.57 30032 VLN2 954.95 30033 VLN2 E F 953.45 30034 GDEN B J30017 949.56 30035 GDEN 943.92 30036 GDEN 942.29 30037 GDEN 940.48 30038 GDEN 939.22 30039 GDEN 938.31 30040 GND 939.61 30041 GND 944.32 30042 GND 950.16 30043 GND 953.42 30044 GND 955.13 30045 GND 954.69 30046 GND 953.75 30047 GND 953.27 30048 GND 953.46 30049 GND 954.26 30050 GND 954.69 30051 GND 952.91 30052 GND 948.18 30053 GND 952.08 30054 GND 953.18 30055 GND 952.67 30056 GND 950.23 30057 GND 949.11 30058 GND 945.98 30059 GND 942.75 30060 GND 940.30 30061 GND 941.52 30062 GND 943.43 30063 GND 944.99 30064 GND 938.91 30065 GND 937.31 30066 GND 937.15 30067 GND 937.42 30068 GND 938.52 30069 GND 939.64 30070 GND 938.10 30071 GND 937.87 30072 GND 938.02 30073 GND 939.91 30074 GND 943.18 30075 GND 946.53 30076 GND 942.31 30077 GND 939.67 30078 GND 938.84 30079 GND 939.71 30080 GND 941.82 30081 GND 946.23 30082 GND 942.91 30083 GND 940.78 30084 GND 939.51 30085 GND 940.69 30086 GND 942.89 30087 GND 947.86 30088 GND 949.31 30089 GND 944.77 30090 GND 941.70 30091 GND 940.74 30092 GND 941.82 30093 GND 945.47 30094 GND 949.70 30095 GND 951.55 30096 GND 951.31 30097 GND 952.57 30098 GND 949.24 30099 GND 944.61 30100 GND 942.26 30101 GND 942.26 30102 GND 943.82 30103 GND 947.30 30104 GND 952.53 30105 GND 956.06 30106 GND 956.02 30107 GND 955.05 30108 GND 954.14 30109 GND 953.44 30110 GND 955.61 30111 GND 956.23 30112 GND 957.28 30113 GND 957.53 30114 GND 954.05 30115 GND 949.63 30116 GND 945.84 30117 GND 943.82 30118 GND 943.23 30119 GND 945.20 30120 GND 948.50 30121 GND 952.64 30122 GND 952.59 30123 GND 950.37 30124 GND 949.12 30125 GND 950.84 30126 GND 952.43 30127 GND 950.24 30128 GND 946.81 30129 GND 945.35 30130 GND 945.15 30131 GND 947.37 30132 GND 950.65 30133 GND 954.47 30134 GND 958.18 30135 GND 959.89 30136 GND 959.01 30137 GND 958.07 30138 GND 960.40 30139 GND 960.93 30140 GND 961.02 30141 GND 958.33 30142 GND 955.09 30143 GND 951.92 30144 GND 948.16 30145 GND 947.47 30146 GND 947.91 30147 GND 948.83 30148 GND 951.00 30149 GND 952.15 30150 GND 951.07 30151 GND 949.26 30152 GND 949.63 30153 GND 949.79 30154 GND 950.96 30155 GND 952.13 30156 GND 952.17 30157 GND 952.00 30158 GND 951.55 30159 GND 951.44 30160 GND 951.41 30161 GND 951.70 30162 GND 954.94 30163 GND 957.62 30164 GND 960.36 30165 GND 962.17 30166 GND 962.01 30167 GND 962.98 30168 GND 961.05 30169 GND 958.67 30170 GND 956.27 30171 GND 954.52 30172 GND 955.19 30173 GND 955.42 30174 GND 955.64 30175 GND 955.81 30176 GND 955.44 30177 GND 954.24 30178 GND 952.62 30179 GND 951.26 30180 GND 950.58 30181 GND 950.96 30182 GND 950.84 30183 GND 951.36 30184 GND 952.14 30185 GND 952.20 30186 GND 951.84 30187 GND 952.43 30188 GND 954.70 30189 GND 956.78 30190 GND 958.15 30191 GND 958.35 30192 GND 957.83 30193 GND 956.81 30194 GND 956.02 30195 GND 956.43 30196 GND 958.41 30197 GND 960.62 30198 GND 962.61 30199 GND 961.49 30200 GND 958.80 30201 GND 957.31 30202 GND 956.87 30203 GND 957.78 30204 GND 959.05 30205 GND 960.22 30206 GND 960.08 30207 GND 958.38 30208 GND 955.95 30209 GND 954.36 30210 GND 953.45 30211 GND 953.86 30212 GND 953.92 30213 GND 953.54 30214 GND 952.65 30215 GND 951.59 30216 GND 952.22 30217 GND 953.42 30218 GND 954.06 30219 GND 954.16 30220 GND 953.88 30221 GND 954.59 30222 GND 955.59 30223 GND 955.96 30224 GND 956.17 30225 GND 957.22 30226 GND 959.24 30227 GND 961.09 30228 GND 961.78 30229 GND 960.66 30230 GND 959.6030231 GND 957.99 30232 GND 959.34 30233 GND 960.57 30234 GND 959.42 30235 GND 956.94 30236 GND 955.58 30237 GND 954.65 30238 GND 954.89 30239 GND 955.37 30240 GND 954.14 30241 GND 953.46 30242 GND 953.82 30243 GND 954.78 30244 GND 955.91 30245 GND 958.14 30246 GND 958.70 30247 GND 957.50 30248 GND 956.6430249 GND 955.20 30250 GND 955.50 30251 GND 956.04 30252 GND 955.98 30253 GND 954.78 30254 GND 953.76 30255 GND 952.73 30256 GND 955.88 30257 GND 958.08 30258 GND 959.60 30259 GND 960.47 30260 GND 959.84 30261 GND 958.71 30262 GND 957.97 30263 GND 958.03 30264 GND 958.45 30265 GND 959.42 30266 GND 960.72 30267 GND 960.50 30268 GND 959.39 30269 GND 958.99 30270 GND 959.13 30271 GND 960.08 30272 GND 961.11 30273 GND 960.20 30274 GND 958.98 30275 GND 957.93 30276 GND 959.03 30277 GND 960.12 30278 GND 961.99 30279 GND 963.46 30280 GND 962.27 30281 GND 961.31 30282 GND 960.81 30283 GND 960.79 30284 GND 961.37 30285 VLN 962.03 30286 VLN 962.04 30287 VLN 962.85 30288 VLN 963.85 30289 VLN 965.27 30290 VLN 964.51 30291 VLN 962.29 30292 VLN 961.29 30293 VLN 960.51 30294 VLN 958.48 30295 VLN 957.40 30296 VLN 956.59 30297 VLN 955.86 30298 VLN 956.59 30299 VLN 957.45 30300 VLN 958.74 30301 VLN 960.14 30302 VLN 960.67 30303 VLN 962.06 30304 VLN 963.05 30305 VLN 962.44 30306 VLN 960.14 30307 VLN 958.38 30308 VLN 957.72 30309 VLN 957.00 30310 VLN 956.48 30311 VLN 956.31 30312 VLN 955.34 30313 VLN 954.04 30314 VLN 953.41 30315 VLN E 952.77 30316 GDEN1 B J30315 952.58 30317 GDEN1 952.65 30318 GDEN1 952.50 30319 GDEN1 952.43 30320 GDEN1 951.64 30321 GDEN1 950.91 30322 GDEN1 950.66 30323 GDEN1 949.98 30324 GDEN1 949.58 30325 GDEN1 949.08 30326 GDEN1 948.86 30327 GDEN1 E VLN B 948.76 30328 GDEN2 B 947.98 30329 GDEN2 948.24 30330 GDEN2 948.68 30331 GDEN2 948.99 30332 GDEN2 949.19 30333 GDEN2 950.11 30334 GDEN2 951.01 30335 GDEN2 951.50 30336 GDEN2 952.35 30337 GDEN2 952.15 30338 GDEN2 952.90 30339 GDEN2 E B VLN1 952.82 30340 GND 953.68 30341 GND 954.57 30342 GND 954.95 30343 GND 954.93 30344 GND 955.22 30345 GND 957.95 30346 GND 960.7630347GND 961.7330348 GND 962.27 30349 GND 964.90 30350 GND 968.25 30351 GND 971.0430352 GND 974.12 30353 GND 977.42 30354 GND 977.94 30355 GND 975.35 30356 GND 973.43 30357 GND 970.64 30358 GND 968.24 30359 GND 972.43 30360 GND 972.02 30361 GND 967.97 30362 GND 965.10 30363 GND 962.84 30364 GND 961.05 30365 GND 960.82 30366 GND 959.97 30367 GND 959.39 30368 GND 957.46 30369 GND 955.67 30370 GND 958.00 30371 GND 959.22 30372 GND 959.66 30373 GND 959.56 30374 GND 959.82 30375 GND 960.74 30376 GND 962.39 30377 GND 964.35 30378 GND 966.98 30379 GND 963.60 30380 GND 961.58 30381 GND 959.91 30382 GND 958.70 30383 GND 958.49 30384 GND 959.82 30385 GND 960.29 30386 GND 959.25 30387 GND 956.24 30388 GND 956.11 30389 GND 958.67 30390 GND 961.54 30391 GND 960.65 30392 GND 958.16 30393 GND 957.4830394GND 959.21 30395 GND 961.0230396 GND 961.1430397GND 961.83 30398 GND 959.22 30399 GND 957.33 30400 GND 956.06 30401 GND 955.36 30402 GND 952.74 30403 GND 949.31 30404 GND 948.34 30405 GND 948.39 30406 GND 950.42 30407 GND 953.19 30408 GND 956.37 30409 GND 957.76 30410 GND 958.67 30411 GND 959.86 30412 GND 959.95 30413 GND 959.20 30414 GND 958.97 30415 GND 956.66 30416 GND 953.35 30417 GND 950.28 30418 GND 948.84 30419 GND 948.70 30420 GND 950.36 30421 GND 953.21 30422 GND 956.42 30423 GND 957.79 30424 GND 957.26 30425 GND 957.32 30426 GND 957.52 30427 GND 957.22 30428 GND 956.79 30429 GND 956.42 30430 GND 956.75 30431 GND 955.08 30432 GND 952.28 30433 GND 950.20 30434 GND 949.22 30435 GND 949.97 30436 GND 951.71 30437 GND 953.71 30438 GND 954.91 30439 GND 956.60 30440 GND 957.79 30441 GND 958.63 30442 GND 961.29 30443 GND 959.46 30444 GND 956.97 30445 GND 954.40 30446 GND 951.67 30447 GND 950.45 30448 GND 951.82 30449 GND 953.22 30450 GND 953.61 30451 GND 953.82 30452 GND 953.97 30453 GND 954.61 30454 GND 955.89 30455 GND 955.02 30456 GND 955.54 30457 GND 956.91 30458 GND 958.09 30459 GND 960.02 30460 GND 958.34 30461 GND 956.22 30462 GND 954.26 35000 GND 949.63 35001 GND 950.12 35002 GND 955.40 35003 GND 963.72 35004 GND 964.05 35005 GND 957.92 35006 GND 951.34 35007 VLN B 949.58 35008 VLN 949.33 35009 VLN 949.33 35010 VLN 950.44 35011 VLN 950.93 35012 VLN GND 947.60 35013 VLN GND 945.02 35014 GND 948.29 35015 GND 952.58 35017 GND 957.43 35018 GND 963.59 35019 GND 964.28 35020 GND 958.56 35021 GND 952.85 35022 VLN GND 951.01 35023 VLN GND 951.14 35024 VLN GND 951.60 35025 VLN GND 952.70 35026 VLN GND 952.22 35027 VLN GND 952.91 35028 VLN E J40865 955.39 35029 GND 955.03 35030 GND 954.22 35031 GND 957.52 35032 GND 957.69 35033 GND 956.56 35034 GND 956.99 35035 GND 960.15 35036 GND 964.53 35037 GND 964.98 35038 GND 962.15 35039 GND 960.4935040 GND 960.10 35041 GND 962.19 35042 GND 963.25 35043 GND 963.31 35044 GND 964.62 35045 GND 964.39 35046 GND 964.80 35047 GND 961.09 35048 GND 956.25 35049 GND 953.9735050 GND 953.29 35051 GND 948.29 35052 GND 945.43 35053 RIP B 946.8135054 RIP 945.15 35055 RIP 944.7935056RIP 944.45 35057 RIP 945.13 35058 RIP 945.00 35059 RIP 945.20 35060 RIP 944.92 35061 RIP 947.13 35062 RIP 948.77 35063 RIP F 948.0635069 GND 945.20 35070 GND 946.70 35071 GND 948.40 35072 GND 949.31 35073 GND 948.00 35074 GND 945.28 35075 WTR B 6' WIDE 943.78 35076 WTR 6' WIDE 942.47 35077 WTR 5' WIDE 941.53 35078 GND 944.84 35079 GND 949.31 35080 GND 950.00 35081 GND 948.67 35082 GND 944.18 35083 WTR 4' WIDE 941.73 35084 WTR 4' WIDE 941.2435085 WTR 4' WIDE 941.2635086 WTR 4' WIDE 941.2035087 WTR 4' WIDE 941.1935088 WTR 4' WIDE 940.70 35089 WTR 4' WIDE 940.70 35090 WTR 4' WIDE 939.35 35092 WTR 4' WIDE 938.73 35093 WTR 8' WIDE 938.28 35094 WTR 8' WIDE 938.28 35095 WTR 8' WIDE 938.38 35096 WTR 8' WIDE 937.0635097 WTR 6' WIDE 937.34 35098 WTR 4' WIDE 936.56 35099 WTR 3' WIDE 944.30 35100 WTR E 3' WIDE 935.78 35101 GND 945.62 35102 GND 943.13 35103 GND 944.8735104 GND 947.69 35105 GND 945.84 35106 GND 943.20 35107 GND 941.12 35108 GND 944.73 35109 GND 943.10 35110 GND 943.34 35111 GND 940.98 45415 CON B J45417 950.78 45417 CON B 953.82 45418 CON1 B 953.8245419CON1 954.06 45420 CON1 E 954.94 45421 CON1 B 954.94 45422 CGB B J45421 954.96 45427 CON1 954.17 45428 CON 954.06 45524 CON1 B J45418 950.83 45526 GND 952.40 45529 ETR.C B 945.86 45530 ETR.C 945.90 45531 ETR.C 945.99 45532 ETR.C F 945.90 45533 VLN B J41063 945.95 45534 VLN 948.90 45536 VLN 948.79 45537 VLN 949.54 45538 VLN 949.28 45539 GND 949.16 45540 GND 946.97 45541 GND 949.17 45542 GND 947.45 45543 GND 945.47 45544 GND 945.97 45545 GND 944.86 45546 GND 946.21 45547 GND 947.97 45548 GND 948.34 45549 GND 947.30 45550 GND 949.12 45551 GND 945.80 45552 GND 945.49 45553 GND 945.08 45554 GND 944.16 45555 GND 943.86 45556 GND 944.07 45557 GND 944.3245558 GND 945.57 45559 GND 949.84 26 TRAV 937.88 40882 TRAV NAIL 924.44 45416 TRAV NAIL 953.86 45525 TRAV NAIL 947.15 45535 TRAV NAIL 948.30 444444444444888888888888888888888888888888888888888888888888NOPARKINGNO PARKING NO PARKING PROPOSED BUILDING LOWER LEVEL=952.50 LEVEL 1=974.50 PROPOSED BUILDING FFE=952.50 COLD STORAGE BUILDING FFE=952.50 COLD STORAGE BUILDING FFE=952.50 COLD STORAGE BUILDING FFE=952.50 951 951 952 952 952 953 954 955954955954956957958 960961962961962963 960959961962963955953954956957958960956957958959961962963964960959961962960958959961962963964965961962963964965964960958959961962 963951952955953954 956 9559 5 2 9 5 3 9 5 495495 4 95695 5 953 95 4 970 971 972 973 974 967 968 969 952953954955960965954956957958959961962963964966967968 960956 957958959 952951952952952952960 965 958 959 961 962 963 964 966 967 968 969 965961962963964966955960956957958959961962970 971 972 973 951952951952952 9519 5 1 95 2 952 96 0965 970 95795 8 95 996 1 9 6 2 9639649669679689699 7 1 9 7 2 9 7 3974 965966967968970 975 966967968969 971972973974 976977978979 970975969971972973974976977978 945 950 955 960 965 943944 946 947948949 951952953954 956957958959 961 962 963 964 94 0 9 4 5 9419429439 4 4 9 4 6 9359 4 0 9339349 3 6 9 3 7 9 3 8 9 3 9 9 41942 945950943944946947948949951940945941942943944946945942943944946935940933934936937938939941945950942943944946947948949951952945 942 943 94494694594 3944946 8 88940938939941942930935931932933934936937938939 95488888951952955 95 6 95 7 955956957958955955956955 953 954956972973974952 8884444950947948949 951 952953 951INLET PROTECTION TYP-SEE DETAIL INLET PROTECTION TYP-SEE DETAIL INLET PROTECTION TYP-SEE DETAIL INLET PROTECTION TYP-SEE DETAIL INLET PROTECTION TYP-SEE DETAIL INLET PROTECTION TYP-SEE DETAIL INLET PROTECTION TYP-SEE DETAIL INLET PROTECTION TYP-SEE DETAIL SILT FENCE TYP-SEE DETAIL DOUBLE SILT FENCE TYP-SEE DETAIL DOUBLE SILT FENCE TYP-SEE DETAIL DOUBLE SILT FENCE TYP-SEE DETAIL EROSION CONTROL BLANKET SEE DETAIL EROSION CONTROL BLANKET SEE DETAIL SILT FENCE AROUND BASIN IMMEDIATELY AFTER CONSTRUCTION TO PROTECT BASIN TYP-SEE DETAIL SILT FENCE AROUND BASIN IMMEDIATELY AFTER CONSTRUCTION TO PROTECT BASIN TYP-SEE DETAIL ROCK CONSTRUCTION ENTRANCE SEE DETAIL ROCK CONSTRUCTION ENTRANCE SEE DETAIL SILT FENCE TYP-SEE DETAIL BIOROLL DITCH CHECK TYP-SEE DETAIL BIOROLL DITCH CHECK TYP-SEE DETAIL EROSION CONTROL BLANKET SEE DETAIL EROSION CONTROL BLANKET SEE DETAIL EROSION CONTROL BLANKET SEE DETAIL EROSION CONTROL BLANKET SEE DETAIL EROSION CONTROL BLANKET SEE DETAIL ESTIMATED QUANTITIES DESCRIPTION UNIT TEMPORARY ROCK CONSTRUCTION ENTRANCE EA PREFABRICATED CONCRETE WASHOUT EA SILT FENCE LF EROSION CONTROL BLANKET SY INLET PROTECTION EA QUANTITY 2 1 6,480 6,670 34 BIOROLLS LF ±360 N SCALE IN FEET 0 50 100 NORTH KEY PLAN DRAWING NUMBER DRAWING TITLE CLIENT 4201 cedar avenue so. - minneapolis, MN 55407 tel. (612) 904-1332 - fax (612) 904-7366 NOT F O R C O N S T R U C TI O N PROJECT NUMBER 21602.0A REVISION DATE DESCRIPTION BY 1891 Arboretum Boulevard Chanhassen, MN 55317 Xcel Energy Service Center Chanhassen Title: Zachary B. Moen - PE Registration Number: 58688 Date: XX/XX/XXXX By: Title: Professional Engineer I hereby certify that this drawing was prepared by me or under my direct supervision and that I am a duly licensed Professional Engineer under the laws of the State of Minnesota. LOUCKS PROJECT NO. 21602 10/25/2022 WATERSHED SUBMITTAL 11/16/2022 TEP SUBMITTAL 11/16/2022 SCHEMATIC DESIGN PACKAGE 12/05/2022 SD PACKAGE ADDENDUM 01/12/2023 CITY SUBMISSION C3.4 STORM WATER POLLUTION PREVENTION PLAN SWPPP) NOTE: EXISTING CONDITIONS INFORMATION SHOWN IS FROM AN ALTA/NSPS LAND TITLE SURVEY PREPARED BY LOUCKS, DATED 03/24/2022. PARKING STALL COUNT ACCESSIBLE PARKING STALL 2 LEGEND CATCH BASIN STORM SEWER SANITARY SEWER WATERMAIN STORM MANHOLE SANITARY MANHOLE HYDRANT GATE VALVE SPOT ELEVATION SIGN LIGHT POLE POWER POLE WATER MANHOLE / WELL CONTOUR CONCRETE CURB UNDERGROUND ELECTRIC CONCRETE TELEPHONE PEDESTAL UNDERGROUND TELEPHONE UNDERGROUND GAS OVERHEAD UTILITY CHAIN LINK FENCE BUILDING RETAINING WALL NO PARKING UNDERGROUND FIBER OPTIC SANITARY SEWER SERVICE WATER SERVICE ELECTRIC METER GAS METER TREE LINE EXISTING PROPOSED 972 DRAINTILE FORCEMAIN 373PARKING SETBACK LINE BUILDING SETBACK LINE 2 FENCE FLARED END SECTION POST INDICATOR VALVE BENCHMARK SOIL BORING 3DIRECTION OF FLOW 1.0% 972.5 Gopher State One Call WARNING: THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND / OR RELOCATION OF LINES. THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. SWPPP LEGEND INLET PROTECTION SILT FENCE EXISTING DRAINAGE PATTERN PROPOSED DRAINAGE PATTERN BIO ROLLS EROSION CONTROL BLANKET RPBCWD STANDARD EROSION CONTROL NOTES 1.NATURAL TOPOGRAPHY AND SOIL CONDITIONS MUST BE PROTECTED, INCLUDING RETENTION ONSITE OF NATIVE TOPSOIL TO THE GREATEST EXTENT POSSIBLE. 2.ADDITIONAL MEASURES, SUCH AS HYDRAULIC MULCHING AND OTHER PRACTICES AS SPECIFIED BY THE DISTRICT MUST BE USED ON SLOPES OF 3:1 (H:V) OR STEEPER TO PROVIDE ADEQUATE STABILIZATION. 3.FINAL SITE STABILIZATION MEASURES MUST SPECIFY THAT AT LEAST SIX INCHES OF TOPSOIL OR ORGANIC MATTER BE SPREAD AND INCORPORATED INTO THE UNDERLYING SOIL DURING FINAL SITE TREATMENT WHEREVER TOPSOIL HAS BEEN REMOVED. 4.CONSTRUCTION SITE WASTE SUCH AS DISCARDED BUILDING MATERIALS, CONCRETE TRUCK WASHOUT, CHEMICALS, LITTER AND SANITARY WASTE MUST BE PROPERLY MANAGED. 5.ALL TEMPORARY EROSION AND SEDIMENT CONTROL BMPS MUST BE MAINTAINED UNTIL COMPLETION OF CONSTRUCTION AND VEGETATION IS ESTABLISHED SUFFICIENTLY TO ENSURE STABILITY OF THE SITE, AS DETERMINED BY THE DISTRICT. 6.ALL TEMPORARY EROSION AND SEDIMENT CONTROL BMPS MUST BE REMOVED UPON FINAL STABILIZATION. 7.SOIL SURFACES COMPACTED DURING CONSTRUCTION AND REMAINING PERVIOUS UPON COMPLETION OF CONSTRUCTION MUST BE DECOMPACTED TO ACHIEVE A SOIL COMPACTION TESTING PRESSURE OF LESS THAN 1,400 KILOPASCALS OR 200 POUNDS PER SQUARE INCH IN THE UPPER 12 INCHES OF THE SOIL PROFILE WHILE TAKING CARE TO PROTECT UTILITIES, TREE ROOTS, AND OTHER EXISTING VEGETATION. 8.ALL DISTURBED AREAS MUST BE STABILIZED WITHIN 7 CALENDAR DAYS AFTER LAND-DISTURBING WORK HAS TEMPORARILY OR PERMANENTLY CEASED ON A PROPERTY THAT DRAINS TO AN IMPAIRED WATER, WITHIN 14 DAYS ELSEWHERE. 9.THE PERMITTEE MUST, AT A MINIMUM, INSPECT, MAINTAIN AND REPAIR ALL DISTURBED SURFACES AND ALL EROSION AND SEDIMENT CONTROL FACILITIES AND SOIL STABILIZATION MEASURES EVERY DAY WORK IS PERFORMED ON THE SITE AND AT LEAST WEEKLY UNTIL LAND-DISTURBING ACTIVITY HAS CEASED. THEREAFTER, THE PERMITTEE MUST PERFORM THESE RESPONSIBILITIES AT LEAST WEEKLY UNTIL VEGETATIVE COVER IS ESTABLISHED. THE PERMITTEE WILL MAINTAIN A LOG OF ACTIVITIES UNDER THIS SECTION FOR INSPECTION BY THE DISTRICT ON REQUEST. 10.ACTIVITIES MUST BE CONDUCTED SO AS TO MINIMIZE THE POTENTIAL TRANSFER OF AQUATIC INVASIVE SPECIES (E.G., ZEBRA MUSSELS, EURASIAN WATERMILFOIL, ETC.) TO THE MAXIMUM EXTENT POSSIBLE. 166412 NORTH KEY PLAN DRAWING NUMBER DRAWING TITLE CLIENT 4201 cedar avenue so. - minneapolis, MN 55407 tel. (612) 904-1332 - fax (612) 904-7366 NOT F O R C O N S T R U C TI O N PROJECT NUMBER 21602.0A REVISION DATE DESCRIPTION BY 1891 Arboretum Boulevard Chanhassen, MN 55317 Xcel Energy Service Center Chanhassen Title: Zachary B. Moen - PE Registration Number: 58688 Date: XX/XX/XXXX By: Title: Professional Engineer I hereby certify that this drawing was prepared by me or under my direct supervision and that I am a duly licensed Professional Engineer under the laws of the State of Minnesota. LOUCKS PROJECT NO. 21602 10/25/2022 WATERSHED SUBMITTAL 11/16/2022 TEP SUBMITTAL 11/16/2022 SCHEMATIC DESIGN PACKAGE 12/05/2022 SD PACKAGE ADDENDUM 01/12/2023 CITY SUBMISSION C3.5 SWPPP NOTES DETAILS SWPPP NOTES SITE VICINITY MAP CONSTRUCTION STORMWATER SPECIAL WATERS SEARCH MAP PROJECT SITE BIO-ROLL OR ROCK LOG NOTES: 1.PLACE BOTTOM EDGE OF WIRE FENCE INTO 6 IN DEEP TRENCH. 2.POSTS SHALL BE: 6 FT MAX. SPACING. STANDARD STEEL T-TYPE POSTS. 5' MIN. LENGTH POSTS, DRIVEN 2 FT INTO THE GROUND. 3.ATTACH WIRE FENCE TO STEEL POSTS WITH NO. 9 GA. ALUMINUM WIRE OR NO. 9 GALVANIZED STEEL PRE-FORMED CLIPS. 4.ATTACH FABRIC TO WIRE FENCING WITH WIRE OR ZIP TIES. A MIN. OF 3 ZIP TIES PER POST. EXTEND BOTTOM OF FABRIC INTO TRENCH. 5.BACKFILL TRENCH & COMPACT. 6.STRAW, WOOD CHIP, COMPOST OR ROCK LOGS PER MNDOT SPECS 3890, 3897. DRAWN 11/2016 LOUCKS PLATE NO. 3002LOUCKS 2'' X 2'' X 18'' LONG WOODEN STAKES AT 2'-0'' SPACING. DRIVE THROUGH NETTING, NOT PENETRATING FIBER LOG. STRAW OR WOOD FIBER 9" OR 12'' DIA. SEDIMENT LOG ROLL ENCLOSED IN POLYPROPYLENE NETTING FL O W TRENCH IF LOOSE SOILS FLOW ENDS SECURELY CLOSED TO PREVENT LOSS OF OPEN GRADED AGGREGATE FILL. SECURED WITH 50 PSI. ZIP TIE 1 NOTES: SEE SPECS. 2573, 3137, 3890 & 3897. MANUFACTURED ALTERNATIVES LISTED ON Mn/DOT'S APPROVED PRODUCTS LIST MAY BE SUBSTITUTED. 1.GEOTEXTILE SOCK BETWEEN 4-10 FEET LONG AND 4-6 INCH DIAMETER. SEAM TO BE JOINED BY TWO ROWS OF STITCHING WITH A PLASTIC MESH BACKING OR PROVIDE A HEAT BONDED SEAM (OR APPROVED EQUIVALENT). FILL ROCK LOG WITH OPEN GRADED AGGREGATE CONSISTING OF SOUND DURABLE PARTICLES OF COARSE AGGREGATE CONFORMING TO SPEC. 3137 TABLE 3137-1; CA-3 GRADATION. EROSION CONTROL BLANKET 6" 6" 1' TO 3'ANCHOR TRENCH 1.DIG 6"X6" TRENCH 2.LAY BLANKETS IN TRENCH 3.STAPLE AT 1.5' INTERVALS 4.BACKFILL WITH NATURAL SOIL AND COMPACT. 5.BLANKET LENGTH SHALL NOT EXCEED 100' WITHOUT AN ANCHOR TRENCH NOTE: SLOPE SURFACE SHALL BE FREE OF ROCKS, SOIL CLUMPS, STICKS, VEHICLE IMPRINTS, AND GRASS. BLANKETS SHALL HAVE GOOD SOIL CONTACT. ANCHOR TRENCH SEE DETAIL AND NOTES BELOW) OVERLAP END JOINTS MINIMUM OF 6" AND STAPLE OVERLAP AT 1.5' INTERVALS. OVERLAP LONGITUDINAL JOINTS MINIMUM OF 6" STAPLE PATTERN/DENSITY SHALL FOLLOW MANUFACTURERS SPECIFICATIONS. DIR E C TI O N O F SU R F A C E FL O W STAGGER JOINTS DRAWN 2/2016 LOUCKS PLATE NO. 3016LOUCKS PROJECT SITE 1.THE NATURE OF THIS PROJECT WILL CONSIST OF CONSTRUCTING PROPOSED BUILDINGS, SURFACE PAVEMENTS, UTILITIES, AND STORMWATER MANAGEMENT SYSTEMS. 2.THE INTENDED SEQUENCING OF MAJOR CONSTRUCTION ACTIVITIES ARE AS FOLLOWS: 1.INSTALL VEHICLE TRACKING BMP (SUMMER 2023) 2.INSTALL INLET PROTECTION (SUMMER 2023) 3.INSTALL SILT FENCE AROUND SITE (SUMMER 2023) 4.CLEAR AND GRUB SITE (SUMMER 2023) 5.STRIP AND STOCKPILE TOPSOIL (SUMMER 2023) 6.REMOVE PAVEMENTS AND UTILITIES (SUMMER 2023) 7.ROUGH GRADE SITE (SUMMER 2023) 8.IMPORT CLEAN FILL FOR REPLACEMENT AND BALANCE (SUMMER 2023) 9.INSTALL UTILITIES (FALL 2023) 10.INSTALL BUILDING FOUNDATIONS (FALL 2023) 11.INSTALL CURB AND GUTTER (SPRING 2024) 12.INSTALL PAVEMENTS AND WALKS (SPRING 2024) 13.FINAL GRADE SITE (SPRING 2024) 14.REMOVE ACCUMULATED SEDIMENT FROM STORMWATER SYSTEMS (DATE) 15.SEED AND MULCH (SUMMER 2024) 16.WHEN ALL CONSTRUCTION ACTIVITY IS COMPLETE AND THE SITE IS STABILIZED, REMOVE SILT FENCE, INLET PROTECTION, AND RESEED ANY AREAS DISTURBED BY THE REMOVAL. 3.SITE DATA: DISTURBED AREA: 17.200 AC PRE-CONSTRUCTION IMPERVIOUS AREA: 0.000 AC POST-CONSTRUCTION IMPERVIOUS AREA: 9.415 AC GENERAL SOIL TYPE:SEE GEOTECHNICAL REPORT B2207371, DATED NOVEMBER 4, 2022, PROVIDED BY BRAUN INTERTEC HYDROLOGY INFORMATION: SEE HYDROLOGY REPORT PREPARED BY LOUCKS 4.EROSION AND SEDIMENT CONTROLS WERE DESIGNED TO EFFECTIVELY CONTROL STORMWATER RUNOFF WITHIN THE PROJECT AREAS. EROSION AND SEDIMENT CONTROL HAVE BEEN PROPOSED TO MINIMIZE CHANNEL EROSION AND SCOUR IN THE IMMEDIATE VICINITY OF DISCHARGE POINTS. FACTORS THAT WERE CONSIDERED INCLUDE PROPOSED IMPERVIOUS AREAS, SLOPE OF IMPERVIOUS SURFACES, STORMWATER INFRASTRUCTURE DISCHARGE POINTS, AND ANNUAL AVERAGE PRECIPITATION DATA FOR THE PROJECT AREA. 5.CARVER COUNTY RECEIVES AN AVERAGE OF 31 INCHES OF PRECIPITATION PER YEAR. THE FOLLOWING CARVER COUNTY 24-HOUR STORM EVENTS ARE BASED ON ATLAS 14 RAINFALL DATA: 2-YR 2.87 INCHES 10-YR 4.27 INCHES 100-YR 7.41 INCHES 6.SEE "EXHIBIT: PROPOSED DRAINAGE AREAS" FOR SITE MAP WITH DRAINAGE AREA BOUNDARIES. 7.THE LOCATION OF AREAS NOT TO BE DISTURBED MUST BE IDENTIFIED WITH FLAGS, STAKES, SIGNS, SILT FENCE, ETC. BEFORE CONSTRUCTION BEGINS. 8.CONTRACTOR SHALL INSTALL RAIN GAUGE ON SITE. 9.GROUNDWATER & DEWATERING A.REFER TO THE GEOTECHNICAL REPORT BY BRAUN INTERTEC FOR INFORMATION INCLUDING BUT NOT LIMITED TO GROUNDWATER CONDITIONS AND RECOMMENDATIONS FOR EXCAVATION DEWATERING. B.FOLLOW LOCAL, STATE, AND FEDERAL REGULATIONS FOR GROUNDWATER PUMPING AND OBTAIN ALL NECESSARY PERMITS. A WATER USE PERMIT FROM THE DNR IS REQUIRED WHEN WITHDRAWING MORE THAN 10,000 GALLONS OF WATER PER DAY OR 1 MILLION GALLONS PER YEAR. C.DISPERSE DISCHARGE USING APPROPRIATE ENERGY DISSIPATION MEASURES. D.BMPS SHALL BE USED TO PREVENT TURBID OR SEDIMENT LADEN WATERS FROM LEAVING SITE. E.DEWATERING SHALL NOT CAUSE NUISANCE CONDITIONS INCLUDING BUT NOT LIMITED TO EROSION OR SCOUR IN THE IMMEDIATE VICINITY OF DISCHARGE POINTS OR INUNDATION OF WETLANDS THAT CAUSES SIGNIFICANT ADVERSE IMPACTS TO THE WETLAND. 10.REFER TO THE GEOTECHNICAL REPORT PREPARED BY BRAUN INTERTEC FOR INFORMATION AND RECOMMENDATIONS RELATED TO SOIL CONTAMINATION. 11.ALL DISTURBED GROUND LEFT INACTIVE FOR SEVEN (7) OR MORE DAYS SHALL BE STABILIZED BY SEEDING OR SODDING (ONLY AVAILABLE PRIOR TO SEPTEMBER 15) OR BY MULCHING OR COVERING OR OTHER EQUIVALENT CONTROL MEASURE. 12.ON SLOPES 3:1 OR GREATER MAINTAIN SHEET FLOW AND MINIMIZE RILLS AND/OR GULLIES, SLOPE LENGTHS CAN NOT BE GREATER THAN 75 FEET. 13.ALL STORM DRAINS AND INLETS MUST BE PROTECTED UNTIL ALL SOURCES OF POTENTIAL DISCHARGE ARE STABILIZED. 14.SOIL COMPACTION SHALL BE MINIMIZED DURING CONSTRUCTION. 15.TEMPORARY SOIL STOCKPILES MUST HAVE EFFECTIVE SEDIMENT CONTROL AND CAN NOT BE PLACED IN SURFACE WATERS OR STORM WATER CONVEYANCE SYSTEMS. TEMPORARY STOCKPILES WITHOUT SIGNIFICANT AMOUNT OF SILT, CLAY, OR ORGANIC COMPOUNDS ARE EXEPMT EX: CLEAN AGGREGATE STOCK PILES, DEMOLITION CONCRETE STOCKPILES, SAND STOCKPILES. 16.SEDIMENT CONTROL PRACTICES SHALL BE INSTALLED ON ALL DOWNGRADIENT PERIMETERS AND UPGRADIENT OF ANY BUFFER ZONES. 17.SEDIMENT LADEN WATER MUST BE DISCHARGED TO A SEDIMENTATION BASIN WHENEVER POSSIBLE. IF NOT POSSIBLE, IT MUST BE TREATED WITH THE APPROPRIATE BMP'S. 18.SOLID WASTE MUST BE DISPOSED OF PROPERLY AND MUST COMPLY WITH MPCA DISPOSAL REQUIREMENTS. 19.NO VEHICLE WASHING ALLOWED ON SITE. 20.NO ENGINE DEGREASING IS ALLOWED ON SITE. 21.THE OWNER IS RESPONSIBLE FOR COMPLIANCE WITH ALL TERMS AND CONDITIONS OF THE PERMIT. THE OPERATOR IS RESPONSIBLE FOR COMPLIANCE WITH SECTIONS 3, 4, 6-22, 24 AND APPLICABLE REQUIREMENTS FOR CONSTRUCTION ACTIVITY IN SECTION 23. 22.TERMINATION OF COVERAGE-PERMITTEE(S) WISHING TO TERMINATE COVERAGE MUST SUBMIT A NOTICE OF TERMINATION (NOT) TO THE MPCA. ALL PERMITTEE(S) MUST SUBMIT A NOT WITHIN 30 DAYS AFTER THE FOLLOWING CONDITIONS HAVE BEEN MET: A.PERMIT TERMINATION CONDITIONS, PER NPDES PERMIT SECTION 13.1 HAVE BEEN ACHIEVED ON ALL PORTIONS OF THE SITE FOR WHICH THE PERMITTEE IS RESPONSIBLE. A.A.PERMANENT UNIFORM PERENNIAL VEGETATIVE COVER MUST BE ESTABLISHED AT 70% DENSITY OF ITS EXPECTED FINAL GROWTH. A.B.THE PERMANENT STORMWATER TREATMENT SYSTEM IS CONSTRUCTED, MEETS ALL REQUIREMENTS, AND IS OPERATING AS DESIGNED. A.C.ALL TEMPORARY SYNTHETIC EROSION PREVENTION AND SEDIMENT CONTROL BMPS MUST BE REMOVED. A.D.CLEAN OUT SEDIMENT FROM CONVEYANCE SYSTEMS AND PERMANENT STORMWATER TREATMENT SYSTEMS (RETURN TO DESIGN CAPACITY). 23. INSPECTIONS A.INITIAL INSPECTION FOLLOWING SILT FENCE INSTALLATION BY CITY REPRESENTATIVE IS REQUIRED. B.EXPOSED SOIL AREAS: ONCE EVERY 7 DAYS AND WITHIN 24 HOURS FOLLOWING A 0.5" OVER 24 HOUR RAIN EVENT. C.STABILIZED AREAS: ONCE EVERY 30 DAYS D.FROZEN GROUND: AS SOON AS RUNOFF OCCURS OR PRIOR TO RESUMING CONSTRUCTION. E.INSPECTION AND MAINTENANCE RECORDS MUST BE RETAINED FOR 3 YEARS AFTER FILING OF THE NOTICE OF TERMINATION AND MUST INCLUDE: DATE AND TIME OF ACTION, NAME OF PERSON(S) CONDUCTING WORK, FINDING OF INSPECTIONS AND RECOMMENDATIONS FOR CORRECTIVE ACTION, DATE AND AMOUNT OF RAINFALL EVENTS GREATER THAN 0.5 INCHES IN A 24 HOUR PERIOD. F.OBSERVE ANY DISCHARGE OCCURRING ONSITE AND DOCUMENT CORRECTIVE ACTIONS TAKEN. DISCHARGE SHOULD BE DESCRIBED AND PHOTOGRAPHED. 24. MINIMUM MAINTENANCE A.ALL NONFUNCTIONAL BMPS MUST BE REPAIRED, REPLACED, OR SUPPLEMENTED WITH FUNCTIONAL BMPS BY THE END OF THE NEXT BUSINESS DAY AFTER DISCOVERY OR AS SOON AS FIELD CONDITIONS ALLOW. B.REPAIR, REPLACE, OR SUPPLEMENT ALL PERIMETER CONTROL DEVICES WHEN THEY BECOME NONFUNCTIONAL OR THE SEDIMENT REACHES 1 2 THE HEIGHT OF THE DEVICE. C.SEDIMENT BASINS DRAINED AND SEDIMENT REMOVED WHEN REACHES 1/2 STORAGE VOLUME. D.SEDIMENT REMOVED FROM SURFACE WATERS WITHIN (7)SEVEN CALENDAR DAYS OF DISCOVERY. E.CONSTRUCTION SITE EXITS INSPECTED, TRACKED SEDIMENT REMOVED WITHIN (1)ONE CALENDAR DAY. F.PROVIDE COPIES OF EROSION INSPECTION RESULTS TO CITY ENGINEER FOR ALL EVENTS GREATER THAN 12" IN 24 HOURS. 25.THE SWPPP, INCLUDING ALL CHANGES TO IT, AND INSPECTIONS AND MAINTENANCE RECORDS MUST BE KEPT AT THE SITE DURING CONSTRUCTION ACTIVITY BY THE PERMITTEE(S) WHO HAVE OPERATIONAL CONTROL OF THE SITE. 26.OWNER MUST KEEP RECORDS OF ALL PERMITS REQUIRED FOR THE PROJECT, THE SWPPP, ALL INSPECTIONS AND MAINTENANCE, PERMANENT OPERATION AND MAINTENANCE AGREEMENTS, AND REQUIRED CALCULATIONS FOR TEMPORARY AND PERMANENT STORM WATER MANAGEMENT SYSTEMS. THESE RECORDS MUST BE RETAINED FOR THREE YEARS AFTER FILING NPDES NOTICE OF TERMINATION. 27.SWPPP MUST BE AMENDED WHEN: A.THERE IS A CHANGE IN DESIGN, OPERATION, MAINTENANCE, WEATHER OR SEASONAL CONDITIONS THAT HAS A SIGNIFICANT EFFECT ON DISCHARGE B.INSPECTIONS INDICATE THAT THE SWPPP IS NOT EFFECTIVE AND DISCHARGE IS EXCEEDING WATER QUALITY STANDARDS. C.THE BMP'S IN THE SWPPP ARE NOT CONTROLLING POLLUTANTS IN DISCHARGES OR IS NOT CONSISTENT WITH THE TERMS AND CONDITIONS OF THE PERMIT. 28.CONCRETE WASHOUT AREA A.THE WASHOUT AND CLEANOUT OF STUCCO, PAINT, CONCRETE, FORM RELEASE OILS, CURING COMPOUNDS, AND OTHER CONSTRUCTION MATERIALS SHALL BE PROPERLY CONTAINED AND DISPOSED OF. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND USING APPROVED METHODS OF CONTAINMENT SUCH AS PRE-FABRICATED WASHOUT CONTAINERS, CONCRETE WASHOUT TOTE, READY MIX TRUCKS WITH SELF-CONTAINED CHUTE CLEANOUT, ETC. B.ALL SPILLS SHALL BE CLEANED UP IMMEDIATELY. 22.IN THE EVENT OF ENCOUNTERING A WELL OR SPRING DURING CONSTRUCTION CONTRACTOR TO CEASE CONSTRUCTION ACTIVITY AND NOTIFY ENGINEER. 23.PIPE OULTETS MUST BE PROVIDED WITH TEMPORARY OR PERMANENT ENERGY DISSIPATION WITHIN 24 HOURS AFTER CONNECTION TO A SURFACE WATER. 24.FINAL STABILIZATION FINAL STABILIZATION REQUIRES THAT ALL SOIL DISTURBING ACVTIVITIES HAVE BEEN COMPLETED AND THAT DISTURBED AREAS ARE STABILIZED BY A UNIFORM PERENNIAL VEGETATIVE COVER WITH 70% OF THE EXPECTED FINAL DENSITY, AND THAT ALL PERMANENT PAVEMENTS HAVE BEEN INSTALLED. ALL TEMPORARY BMP'S SHALL BE REMOVED, DITCHES STABILIZED, AND SEDIMENT SHALL BE REMOVED FROM PERMANENT CONVEYANCES AND SEDIMENTATION BASINS IN ORDER TO RETURN THE POND TO DESIGN CAPACITY. 25.RESPONSIBILITIES A.THE OWNER MUST IDENTIFY A PERSON WHO WILL OVERSEE THE SWPPP IMPLEMENTATION AND THE PERSON RESPONSIBLE FOR INSPECTION AND MAINTENANCE: CONTACT:TBD COMPANY:TBD PHONE: TBD B.THE OWNER MUST IDENTIFY THE A PERSON WHO WILL BE RESPONSIBLE FOR LONG TERM OPERATIONS AND MAINTENANCE OF THE PERMANENT STORMWATER MANAGEMENT SYSTEM: CONTACT:TBD COMPANY: TBD PHONE: TBD 33.THE WATERSHED DISTRICT OR THE CITY MAY HAVE REQUIREMENTS FOR INSPECTIONS OR AS-BUILT DRAWINGS VERIFYING PROPER CONSTRUCTION OF THE BMPS. 34.EROSION CONTROL DEVICES CANNOT BE REMOVED UNTIL THE WATERSHED DISTRICT HAS DETERMINED THE SITE HAS BEEN PERMANENTLY RESTABALIZED AND SHALL BE REMOVED WITHIN 30 DAYS THEREAFTER. 167413 40645 GND 964.44 40646 GND 963.72 40647 VLN 964.41 40648 VLN 962.39 40649 VLN 959.62 40650 GND 958.80 40651 GND 957.50 40652 VLN 957.48 40653 GND 960.90 40654 GND 960.58 40660 GND 964.90 40661 GND 964.26 40662 GND 957.92 40663 GND 964.21 40665 GND 964.85 40666 GND 960.01 40667 GND 956.70 40668 VLN 956.25 40669 GND 956.37 40670 GND 958.73 40671 VLN 962.42 40682 GND 952.5140683 GND 952.14 40684 GND 958.64 40686 GND 960.79 40687 GND 955.77 40688 GND 953.95 40689 GND 955.0240690 GND 954.48 40691 GND 958.55 40692 GND 962.46 40698 GND 952.22 40699 GND 950.82 40700 GND 949.34 40701 GND 950.94 40705 VLN 946.28 40706 GND 947.16 40707 GND 947.17 40708 GND 944.51 40709 VLN 943.80 40710 GND 942.32 40711 GND 943.91 40712 VLN 943.85 40713 GND 943.51 40714 GND 944.29 40715 VLN 944.34 40755 VLN 938.53 40756 GND 940.98 40757 GND 935.62 40758 GND 930.54 40759 WTR1 928.90 40760 WTR1 928.98 40761 GND 931.17 40762 GND 935.92 40763 GND 931.51 40764 VLN 932.49 40765 WTR1 929.41 40766 WTR1 929.59 40767 GND 930.76 40768 GND 930.82 40769 WTR1 929.9640770GND 931.26 40771 GND 931.54 40772 GND 931.90 40773 WTR1 930.20 40774 GND 932.12 40775 WTR1 931.00 40776 GND 932.23 40777 GND 934.60 40778 GND 932.6940779 WTR1 2' 931.7840780 GND 935.10 40781 GND 934.0240782VLN 934.16 40783 GND 935.72 40784 WTR1 E 3' 932.12 40785 GND 935.27 40786 GND 935.82 40787 VLN 936.20 40788 GND 938.66 40789 GND 940.37 40790 VLN 940.37 40791 VLN 941.08 40792 GND 941.34 40793 GND 942.79 40794 VLN 943.76 40795 GND 944.41 40796 GND 942.22 40797 GND 941.93 40798 GND 944.56 40799 GND 947.25 40800 GND 946.51 40801 GND 943.95 40802 VLN 945.86 40803 GND 946.69 40804 VLN 944.72 40805 GND 943.63 40806 GND 944.32 40807 VLN 945.14 40808 GND 944.99 40809 VLN 946.90 40810 GND 944.31 40811 GND 943.24 40812 GND 942.44 40813 GND 942.92 40814 GND 941.15 40815 GND 940.51 40816 GND 938.15 40817 GND 938.08 40818 GND 938.48 40819 GND 932.27 40820 GND 932.53 40821 GND 931.53 40822 GND 930.86 40823 GND 935.53 40824 GND 937.70 40830 GND 941.80 40831 GND 940.08 40832 GND 943.23 40833 GND 941.42 40834 GND 940.05 40835 GND 938.89 40836 GND 937.56 40837 GND 939.46 40838 GND 939.97 40839 GND 941.22 40840 GND 940.42 40841 GND 939.87 40842 GND 939.70 40843 GND 939.30 40844 GND 940.36 40845 GND 940.87 40846 GND 941.07 40847 GND 942.13 40848 GND 941.8740849 GND 941.68 40850 VLN 949.08 40851 GND 950.11 40852 GND 953.34 40853 GND 953.07 40854 VLN 952.61 40855 GND 952.75 40856 GND 951.24 40857 GND 951.65 40858 VLN 951.83 40859 GND 952.61 40860 GND 957.96 40861 GND 953.43 40862 GND 953.10 40863 GND 954.14 40864 VLN 952.32 40865 VLN 955.91 40866 GND 955.66 40867 GND 957.11 40868 GND 959.17 40869 GND 960.16 40870 GND 960.24 40871 GND 956.14 40872 VLN 957.43 40873 VLN 965.06 40874 GND 962.93 40875 GND 959.79 41051 GND 941.44 41052 GND 943.28 41054 GND 942.43 41055 GND 939.84 41056 GND 940.29 41057 GND 940.64 41148 GND 952.44 41149 GND 949.46 41150 GND 948.58 41151 GND 946.24 41152 GND 936.64 41165 GND 946.29 41170 GND 949.60 41171 GND 949.07 35025 VLN GND 952.70 35026 VLN GND 952.22 35027 VLN GND 952.91 35028 VLN E J40865 955.39 35029 GND 955.03 888888888 951945 950 955 960 943 944 946 947 948 949 951 952 953 954 956 957 958 959 961 962 9 409459419429439 4 4 9 4 6 9359 4 0 9339349 3 6 9 3 7 9 3 8 9 3 9 9 41942 94595094394494694794894994594 3 9 44946 8 8 2.4% 1.7% 1.3%50. 18 49. 98 51.2450.80 50.25 52.21 52.50 65.00 NORTH POND TOP OF BERM= 946.50 EOF= 946.00 NWL= 943.00 BOT= 933. 00 HWL= 945.88 NURP POND SEE DETAIL WEIR OVERFLOW 10' INV= 946. 00 BBA A A 910 920 930 940 950 960 970 910 920 930 940 950 960 970 B 910 920 930 940 950 960 970 980 910 920 930 940 950 960 970 980 100 90 80 70 60 50 40 30 20 10 944.7 933.0010 20 30 40 50 60 70 80 90 100 210 200 190 180 170 160 150 140 130 120 110 100 90 80 70 60 50 40 30 20 10 944.4 933.0010 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 40163 UPD.C COMM 952. 2140165 UPD. C 952. 10 40037 CGB 953. 4040041 CGB AB 951. 4340042 CGB 949. 77 40043 CGB AE AB 948.25 40047 CGB 946.30 40048 CGB 944.50 40051 CGB 942.15 40053 CGB 940. 81 40136 CON 940.6740137 VHA 4 940. 61 40138 BIT E 940. 54 40139 BIT E 940. 85 40140 CON AB 941. 30 40141 CON1 AB 941.26 40142 CON1 943.08 40143 CON 942.91 40145 CON 944.85 40146 CON1 945.71 40148 CON 947.16 40149 CON1 947. 34 40150 CON1 949.15 40151 CON 949. 14 40153 CON AE 950. 74 40154 CON1 AE 950.92 40155 CON1 951.68 40156 CON1 951.82 40157 CON1 952.08 40162 CON1 952.05 40166 CON 951.54 40168 CON 953.72 40169 CON1 954.08 40520 GND 955.87 40521 GND 953.94 40522 GND 953.57 40523 GND 953.69 40524 GND 953.77 40525 GND 953.04 40526 GND 953.17 40527 GND 951.14 40528 GND 951.34 40529 GND 944. 32 40530 GND 945. 09 40531 BIT B J40138 941.99 40532 BIT 941. 01 40533 BIT AB 938.91 40534 937.69 40542 BIT AE 938. 60 40543 BIT 940. 74 40544 BIT E J40139 941.93 40545 GND 945.11 40546 GND 949.88 40562 GND 937.52 40563 GND 938. 35 40564 GND 937.38 40565 VLN1 E J30039 937. 89 40566 VLN1 B J30039 937.26 40567 GND 936.85 40568 GND 936.93 40569 VLN1 936. 4240570GND 935.48 40571 GND 936. 86 40619 ELC E 956. 2640620 TEL 955. 66 40621 TEL E 952. 94 40622 ELCB 951. 76 40623 ELC E 952. 18 40624 TEL B 951. 4240625 TEL 946. 71 941.18 41004 GND 935.89 41005 GND 932.36 41006 GND 936. 27 41008 WTR1 922. 81 41009 WTR1 923. 07 925.12 41016 GND 930.54 41017 GND 929.36 41018 GND 929. 07 41023 GND 933. 83 41128 WET B 1-1 954.74 41129 WET 1-2 954.33 41130 WET 1-3 953.04 41131 WET 1-4 953.49 41132 WET 1-5 954.56 41133 WET 1- 6 954.72 41134 WET E F 1- 7 954.78 41135 GND 953.93 41136 GND 956.59 41137 GND 956.14 41138 GND 954.31 41139 GND 952.23 41140 GND 952.76 41141 GND 953.15 41142 GND 956.17 41143 GND 956.64 41144 GND 955.34 41145 GND 954.06 41146 GND 953. 93 41147 GND 955. 45 30010 GDEN E J30011 956. 30 30011 VLN1 B 955.70 30012 VLN1 954. 19 30013 VLN1 953. 39 30014 VLN1 953. 4930015 VLN1 953.25 30016 VLN1 952.82 30017 VLN1 952.53 30018 VLN1 950.82 30019 VLN1 946.72 30020 VLN1 947.35 30021 VLN1 949.26 30022 VLN1 958. 58 30023 VLN1 951. 44 30024 VLN1 E J30011 954. 67 30025 VLN2 B 953.59 30026 VLN2 954.75 30027 VLN2 955.71 30028 VLN2 956.05 30029 VLN2 949.74 30030 VLN2 954.25 30031 VLN2 955. 57 30032 VLN2 954.95 30033 VLN2 E F 953. 45 30034 GDEN B J30017 949.56 30035 GDEN 943.92 30036 GDEN 942.29 30037 GDEN 940.48 30038 GDEN 939.22 30039 GDEN 938.31 30040 GND 939.61 30041 GND 944.32 30042 GND 950.16 30043 GND 953.42 30044 GND 955.13 30045 GND 954.69 30046 GND 953.75 30047 GND 953.27 30048 GND 953.46 30049 GND 954. 26 30050 GND 954. 69 30051 GND 952. 9130052 GND 948.18 30053 GND 952.08 30054 GND 953.18 30055 GND 952.67 30056 GND 950.23 30057 GND 949.11 30058 GND 945.98 30059 GND 942.75 30060 GND 940.30 30061 GND 941.52 30062 GND 943.43 30063 GND 944.99 30064 GND 938.91 30065 GND 937.31 30066 GND 937.15 30072 GND 938.02 30073 GND 939.91 30074 GND 943.18 30075 GND 946.53 30076 GND 942.31 30077 GND 939.67 30085 GND 940.69 30086 GND 942.89 30087 GND 947.86 30088 GND 949.31 30089 GND 944.77 30090 GND 941.70 30102 GND 943.82 30103 GND 947.30 30104 GND 952.53 30105 GND 956.06 30106 GND 956.02 30107 GND 955.05 30108 GND 954.14 30109 GND 953.44 30110 GND 955.61 30111 GND 956.23 30112 GND 957.28 30113 GND 957.53 30114 GND 954.0530115 GND 949.63 30116 GND 945. 8444 4448888 9 5 4952952940945941942943944946945942943944946935940933934936937938939941945950942943944946947948949951952945 942 943 944 946940941942 888444444950 947 948 949 951 952 953 2.1% 2.1%51. 40 51.40 50.97 52. 91 52. 12 52. 50 52.5052.88± EX 54.15±EX 53. 94±EX 51.42 51.61 TW= 49.00BW=43. 00 TW=38. 35BW=38.25 SOUTH POND TOP OF BERM= 946.50 EOF= 946.00 NWL= 942. 00 BOT= 933. 00 HWL= 944. 40 NURP POND SEE DETAIL 8888 DDC C C 910 920 930 940 950 960 970 910 920 930 940 950 960 970 D 910 920 930 940 950 960 970 910 920 930 940 950 960 970 130 120 110 100 90 80 70 60 50 40 30 20 10 933.0 933.0010 20 30 40 50 60 70 80 90 100 110 120 130 140 140 130 120 110 100 90 80 70 60 50 40 30 20 10 954.7 933. 0010 20 30 40 50 60 70 80 90 100 110 120 130 140 150 N SCALE IN FEET 0 30 60 NORTH KEY PLAN DRAWING NUMBER DRAWING TITLE CLIENT 4201 cedar avenue so. - minneapolis, MN 55407 tel. ( 612) 904-1332 - fax ( 612) 904-7366 NOT F O R C O N S T R U C TI O N PROJECT NUMBER 21602.0A REVISION DATE DESCRIPTION BY 1891 Arboretum Boulevard Chanhassen, MN 55317 Xcel Energy Service Center Chanhassen Title: Zachary B. Moen - PE Registration Number: 58688 Date: XX/XX/XXXX By: Title: Professional Engineer I hereby certify that this drawing was prepared by me or under my direct supervision and that I am a duly licensed Professional Engineer under the laws of the State of Minnesota.LOUCKS PROJECT NO. 21602 10/25/2022 WATERSHED SUBMITTAL 11/16/ 2022 TEP SUBMITTAL 11/ 16/2022 SCHEMATIC DESIGN PACKAGE 12/05/2022 SD PACKAGE ADDENDUM 01/12/2023 CITY SUBMISSION C3.6 POND CROSS SECTIONS NOTE: EXISTING CONDITIONS INFORMATION SHOWN IS FROM AN ALTA/NSPS LAND TITLE SURVEY PREPARED BY LOUCKS,DATED 03/ 24/2022. PARKING STALL COUNT ACCESSIBLE PARKING STALL 2 LEGEND CATCH BASIN STORM SEWER SANITARY SEWER WATERMAIN STORM MANHOLE SANITARY MANHOLE HYDRANT GATE VALVE SPOT ELEVATION SIGN LIGHT POLE POWER POLE WATER MANHOLE / WELL CONTOUR CONCRETE CURB UNDERGROUND ELECTRIC CONCRETE TELEPHONE PEDESTAL UNDERGROUND TELEPHONE UNDERGROUND GAS OVERHEAD UTILITY CHAIN LINK FENCE BUILDING RETAINING WALL NO PARKING UNDERGROUND FIBER OPTIC SANITARY SEWER SERVICE WATER SERVICE ELECTRIC METER GAS METER TREE LINE EXISTING PROPOSED 972 DRAINTILE FORCEMAIN 373PARKING SETBACK LINE BUILDING SETBACK LINE 2 FENCE FLARED END SECTION POST INDICATOR VALVE BENCHMARK SOIL BORING 3DIRECTION OF FLOW 1.0%972.5 Gopher State One Call WARNING:THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND / OR RELOCATION OF LINES. THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES,VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER.1.SPOT ELEVATIONS REPRESENT FINISHED SURFACE GRADES, GUTTER/FLOW LINE, FACE OF BUILDING, OR EDGE OF PAVEMENT UNLESS OTHERWISE NOTED.2.ALL ACCESSIBLE ROUTES SHALL BE CONSTRUCTED WITH A CROSS SLOPE NOT EXCEEDING 2% AND A RUNNING SLOPE NOT EXCEEDING 5%.3. AT TURNING POINTS ALONG THE ACCESSIBLE ROUTE THE PAVEMENT SHALL NOT EXCEED 2% IN ANY DIRECTION FOR AN AREA 60" IN DIAMETER.4.ALL PUBLIC SIDEWALKS SHALL BE CONSTRUCTED WITH A CROSS SLOPE NOT EXCEEDING 2% AND A RUNNING SLOPE NOT EXCEEDING 5%.5.CATCH BASINS AND MANHOLES IN PAVED AREAS SHALL BE SUMPED 0.04 FEET. ALL CATCH BASINS IN GUTTERS SHALL BE SUMPED 0.16 FEET. RIM ELEVATIONS SHOWN ON PLANS DO NOT REFLECT SUMPED ELEVATIONS.6.REFER TO GEOTECHNICAL EVALUATION REPORT BY BRAUN INTERTEC FOR AN EXISTING SUBSURFACE SITE CONDITION ANALYSIS AND CONSTRUCTION RECOMMENDATIONS INCLUDING BUT NOT LIMITED TO:A.REUSE OF ON-SITE SOILS B. GROUNDWATER AND RECOMMENDATIONS FOR EXCAVATION DEWATERING.C. SITE GRADING AND SUBGRADE PREPARATION.D.PAVEMENTS AND EXTERIOR SLABS.E.TRENCH EXCAVATION AND BACKFILL.F.EXTERIOR UTILITY SUPPORTS.G.FROST PROTECTION.7.CITY AND WATERSHED SHALL BE NOTIFIED AT LEAST 24 HOURS PRIOR TO CONSTRUCTION OF STORMWATER BMPS.8.ALL DISTURBED UNPAVED AREAS ARE TO RECEIVE MINIMUM OF 6 INCHES OF TOP SOIL AND SEED/MULCH OR SOD. THESE AREAS SHALL BE WATERED/MAINTAINED BY THE CONTRACTOR UNTIL VEGETATION IS ESTABLISHED. REFER TO THE LANDSCAPE PLANS, DETAILS AND SPECIFICATIONS FOR FINAL SITE STABILIZATION.9.FOR SITE RETAINING WALLS "TW" EQUALS SURFACE GRADE AT TOP FACE OF WALL NOT TOP OF WALL) AND "BW" EQUALS SURFACE GRADE AT BOTTOM FACE OF WALL NOT BOTTOM OF BURIED WALL COURSES).10.FOR SITE STAIRS, " TS" EQUALS SURFACE ELEVATION AT TOP OF STAIRS AND "BS"EQUALS SURFACE ELEVATION AT BOTTOM OF STAIRS. REFER TO SITE PLAN FOR NUMBER OF RISERS AND RISER HEIGHT.11. STREETS MUST BE CLEANED AND SWEPT WHENEVER TRACKING OF SEDIMENTS OCCURS AND BEFORE SITES ARE LEFT IDLE FOR WEEKENDS AND HOLIDAYS. A REGULAR SWEEPING SCHEDULE MUST BE ESTABLISHED.12.DUST MUST BE ADEQUATELY CONTROLLED. 13.SEE SWPPP FOR ADDITIONAL EROSION CONTROL NOTES AND REQUIREMENTS. 14.SEE UTILITY PLAN FOR WATERMAIN, STORM SEWER, AND SANITARY SEWER INFORMATION.15.SEE SITE PLAN FOR CURB AND BITUMINOUS TAPER LOCATIONS.16.REFERENCE ARCHITECTURAL AND STRUCTURAL DRAWINGS FOR BUILDING ELEVATIONS.17.THE CONTRACTOR ALONG WITH THE OWNER SHALL OBTAIN ALL NECESSARY PERMITS AND APPROVALS FROM GOVERNING AUTHORITIES, INCLUDING ANY CITY PERMITS AND THE NPDES PERMIT.18.INSTALL EROSION CONTROL AND TREE PROTECTION MEASURES BEFORE BEGINNING SITE GRADING ACTIVITIES. SOME EROSION CONTROLS SUCH AS BALE CHECKS AND TEMPORARY SILT PONDS MAY BE INSTALLED AS GRADING OCCURS IN SPECIFIC AREAS. MAINTAIN EROSION CONTROLS THROUGHOUT THE GRADING PROCESS AND REMOVE WHEN TURF HAS BEEN ESTABLISHED. 19.CONTRACTOR SHALL PROVIDE AS-BUILT INFORMATION OF GRADING ACTIVITIES AS NEEDED PER APPLICABLE PERMIT REQUIREMENTS AND/ 3506 5 STC 3 0 R C P 945.1535068 STC 1 2 R C P 944.0 3 40163 UPD.C COMM 952.21 40165 UPD.C 952.10444444444444 888888888888888888888888888888888888888888888888NOPARKINGNO PARKING NO PARKING PROPOSED BUILDING LOWER LEVEL=952.50 LEVEL 1=974.50 PROPOSED BUILDING FFE=952.50 COLD STORAGE BUILDING FFE=952.50 COLD STORAGE BUILDING FFE=952.50 COLD STORAGE BUILDING FFE=952.50 8 88888888884444N SCALE IN FEET 0 50 100 NORTH KEY PLAN DRAWING NUMBER DRAWING TITLE CLIENT 4201 cedar avenue so. - minneapolis, MN 55407 tel. (612) 904-1332 - fax (612) 904-7366 NOT F O R C O N S T R U C TI O N PROJECT NUMBER 21602.0A REVISION DATE DESCRIPTION BY 1891 Arboretum Boulevard Chanhassen, MN 55317 Xcel Energy Service Center Chanhassen Title: Zachary B. Moen - PE Registration Number: 58688 Date: XX/XX/XXXX By: Title: Professional Engineer I hereby certify that this drawing was prepared by me or under my direct supervision and that I am a duly licensed Professional Engineer under the laws of the State of Minnesota. LOUCKS PROJECT NO. 21602 10/25/2022 WATERSHED SUBMITTAL 11/16/2022 TEP SUBMITTAL 11/16/2022 SCHEMATIC DESIGN PACKAGE 12/05/2022 SD PACKAGE ADDENDUM 01/12/2023 CITY SUBMISSION C4.0 UTILITY PLAN OVERALL NOTE: EXISTING CONDITIONS INFORMATION SHOWN IS FROM AN ALTA/NSPS LAND TITLE SURVEY PREPARED BY LOUCKS, DATED 03/24/2022. PARKING STALL COUNT ACCESSIBLE PARKING STALL 2 LEGEND CATCH BASIN STORM SEWER SANITARY SEWER WATERMAIN STORM MANHOLE SANITARY MANHOLE HYDRANT GATE VALVE SPOT ELEVATION SIGN LIGHT POLE POWER POLE WATER MANHOLE / WELL CONTOUR CONCRETE CURB UNDERGROUND ELECTRIC CONCRETE TELEPHONE PEDESTAL UNDERGROUND TELEPHONE UNDERGROUND GAS OVERHEAD UTILITY CHAIN LINK FENCE BUILDING RETAINING WALL NO PARKING UNDERGROUND FIBER OPTIC SANITARY SEWER SERVICE WATER SERVICE ELECTRIC METER GAS METER TREE LINE EXISTING PROPOSED 972 DRAINTILE FORCEMAIN 373PARKING SETBACK LINE BUILDING SETBACK LINE 2 FENCE FLARED END SECTION POST INDICATOR VALVE BENCHMARK SOIL BORING 3DIRECTION OF FLOW 1.0% 972.5 Gopher State One Call WARNING: THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND / OR RELOCATION OF LINES. THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. SANITARY SEWER & WATERMAIN NOTES 1.ALL SANITARY SEWER AND WATERMAIN UTILITIES SHALL BE FURNISHED AND INSTALLED PER THE REQUIREMENTS OF THE SPECIFICATIONS,THE MINNESOTA PLUMBING CODE, THE LOCAL GOVERNING UNIT, AND THE STANDARD UTILITIES SPECIFICATION OF THE CITY ENGINEERS ASSOCIATION OF MINNESOTA (CEAM), CURRENT EDITION. 2.ALL UTILITY PIPE BEDDING SHALL BE COMPACTED SAND OR FINE GRANULAR MATERIAL. ALL COMPACTION SHALL BE PERFORMED PER THE REQUIREMENTS OF THE CEAM SPECIFICATION AND THE GEOTECHNICAL REPORT. 3.ALL CONNECTIONS TO EXISTING UTILITIES SHALL BE PERFORMED PER THE REQUIREMENTS OF THE STATE AND LOCAL JURISDICTIONS. THE CITY DEPARTMENT OF ENGINEERING AND BUILDING INSPECTIONS DEPARTMENT AND THE CONSTRUCTION ENGINEER MUST BE NOTIFIED AT LEAST 48 HOURS PRIOR TO ANY WORK WITHIN THE PUBLIC RIGHT OF WAY, OR WORK IMPACTING PUBLIC UTILITIES. 4.ALL SITE UTILITY SERVICES SHALL TERMINATE 5' FROM THE EXTERIOR BUILDING WALL UNLESS OTHERWISE NOTED. THE SITE UTILITY CONTRACTOR SHALL COORDINATE WITH THE GENERAL CONTRACTOR, MECHANICAL CONTRACTOR AND MECHANICAL ENGINEER TO DETERMINE THE RESPONSIBILITY OF BRINGING THE SERVICE(S) INTO THE BUILDING, INSPECTIONS AND TESTING PER APPLICABLE GOVERNING AGENCIES. 5.ALL NEW WATERMAIN AND SERVICES MUST HAVE A MINIMUM OF 7.5 FEET OF COVER. EXTRA DEPTH MAY BE REQUIRED TO MAINTAIN A MINIMUM 18" VERTICAL SEPARATION TO SANITARY OR STORM SEWER LINES. THE CONTRACTOR SHALL FIELD ADJUST WATERMAIN TO AVOID CONFLICTS WITH SANITARY SEWER, STORM SEWER, AND SERVICES AS REQUIRED. INSULATION OF WATERMAIN AND SANITARY SEWER LINES SHALL BE PROVIDED WHERE 7.5 FEET MINIMUM DEPTH CAN NOT BE ATTAINED. 6.PER MINNESOTA DEPARTMENT OF LABOR & INDUSTRY REQUIREMENTS, A MINIMUM OF 18 INCHES OF VERTICAL SEPARATION AND 10 FEET OF HORIZONTAL SEPARATION IS REQUIRED FROM WATERMAIN TO ANY MANHOLE, SEPTIC SYSTEM, CATCH BASIN, SEWER PIPE, OR OTHER SOURCE OF CONTAMINATION, MEASURED FROM THE OUTER EDGE OF THE PIPE TO THE OUTER EDGE OF THE CONTAMINATION SOURCE UNLESS OTHERWISE SHOWN. 7.CONTRACTOR TO SUBMIT SHOP DRAWINGS OF SANITARY STRUCTURE(S) AND UNDERGROUND SYSTEM(S) FOR ENGINEER'S REVIEW. 8.ALL FIRE HYDRANTS SHALL BE LOCATED 5 FEET BEHIND BACK OF CURB OR EDGE OF PAVEMENT UNLESS OTHERWISE NOTED. 9.REFER TO GEOTECHNICAL EVALUATION REPORT AS PREPARED BY BRAUN INTERTEC, FOR AN EXISTING SUBSURFACE SITE CONDITION ANALYSIS AND CONSTRUCTION RECOMMENDATIONS INCLUDING BUT NOT LIMITED TO: A.REUSE OF ON-SITE SOILS B.GROUNDWATER AND RECOMMENDATIONS FOR EXCAVATION DEWATERING. C.SITE GRADING AND SUBGRADE PREPARATION. D.PAVEMENTS AND EXTERIOR SLABS. E.TRENCH EXCAVATION AND BACKFILL. F.EXTERIOR UTILITY SUPPORTS. G.FROST PROTECTION. 10.CONTRACTOR SHALL PROVIDE AS-BUILT INFORMATION OF CONSTRUCTED UTILITIES RECOMMENDED PRIOR TO BACKFILLING) PER APPLICABLE PERMIT REQUIREMENTS AND/OR DEVELOPMENT AGREEMENTS. 11.ALL UNUSED UTILITY SERVICES SHALL BE ABANDONED PER THE REQUIREMENTS OF THE APPLICABLE GOVERNING AGENCIES. 12.THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL REQUIRED UTILITY PERMITS FROM THE APPLICABLE GOVERNING AGENCIES. STORM SEWER NOTES 1.ALL STORM SEWER SHALL BE FURNISHED AND INSTALLED PER THE REQUIREMENTS OF THE SPECIFICATIONS,THE MINNESOTA PLUMBING CODE, THE LOCAL GOVERNING UNIT, AND THE STANDARD UTILITIES SPECIFICATION OF THE CITY ENGINEERS ASSOCIATION OF MINNESOTA CEAM), CURRENT EDITION. 2.ALL UTILITY PIPE BEDDING SHALL BE COMPACTED SAND OR FINE GRANULAR MATERIAL. ALL COMPACTION SHALL BE PERFORMED PER THE REQUIREMENTS OF THE CEAM SPECIFICATION AND THE GEOTECHNICAL REPORT. 3.ALL CONNECTIONS TO EXISTING UTILITIES SHALL BE PERFORMED PER THE REQUIREMENTS OF THE STATE AND LOCAL JURISDICTIONS. THE CITY DEPARTMENT OF ENGINEERING AND BUILDING INSPECTIONS DEPARTMENT AND THE CONSTRUCTION ENGINEER MUST BE NOTIFIED AT LEAST 48 HOURS PRIOR TO ANY WORK WITHIN THE PUBLIC RIGHT OF WAY, OR WORK IMPACTING PUBLIC UTILITIES. 4.ALL SITE UTILITY SERVICES SHALL TERMINATE 5' FROM THE EXTERIOR BUILDING WALL UNLESS OTHERWISE NOTED. THE SITE UTILITY CONTRACTOR SHALL COORDINATE WITH THE GENERAL CONTRACTOR, MECHANICAL CONTRACTOR AND MECHANICAL ENGINEER TO DETERMINE THE RESPONSIBILITY OF BRINGING THE SERVICE(S) INTO THE BUILDING, INSPECTIONS AND TESTING PER APPLICABLE GOVERNING AGENCIES. 5.PER MINNESOTA DEPARTMENT OF LABOR & INDUSTRY REQUIREMENTS, A MINIMUM OF 18 INCHES OF VERTICAL SEPARATION AND 10 FEET OF HORIZONTAL SEPARATION IS REQUIRED FROM WATERMAIN TO ANY MANHOLE, SEPTIC SYSTEM, CATCH BASIN, SEWER PIPE, OR OTHER SOURCE OF CONTAMINATION, MEASURED FROM THE OUTER EDGE OF THE PIPE TO THE OUTER EDGE OF THE CONTAMINATION SOURCE UNLESS OTHERWISE SHOWN. 6.ALL STORM SEWER DOWNSPOUT COLLECTION PIPES AND WYES SHALL BE PVC (SCHEDULE 40). 7.CONTRACTOR TO SUBMIT SHOP DRAWINGS OF STORM STRUCTURE(S) AND UNDERGROUND SYSTEM(S) FOR ENGINEER'S REVIEW. 8.CONTRACTOR TO VERIFY UNDERLYING SOILS BENEATH ALL STORMWATER FACILITIES, AND PROVIDE DOCUMENTATION TO THE ENGINEER, PRIOR TO CONSTRUCTION OF THE FACILITIES. 9.ALL PORTIONS OF THE STORM SEWER SYSTEM, INCLUDING CATCH BASINS, LOCATED WITHIN 10 FEET OF THE BUILDING OR WATER SERVICE LINE MUST BE TESTED ACCORDANCE WITH MINNESOTA RULES, PART 4714. ALL JOINTS AND CONNECTIONS SHALL BE GASTIGHT OR WATERTIGHT (SEE MINNESOTA RULES, PART 4714). 10.REFER TO GEOTECHNICAL EVALUATION REPORT AS PREPARED BY BRAUN INTERTEC, FOR AN EXISTING SUBSURFACE SITE CONDITION ANALYSIS AND CONSTRUCTION RECOMMENDATIONS INCLUDING BUT NOT LIMITED TO: A.REUSE OF ON-SITE SOILS B.GROUNDWATER AND RECOMMENDATIONS FOR EXCAVATION DEWATERING. C.SITE GRADING AND SUBGRADE PREPARATION. D.PAVEMENTS AND EXTERIOR SLABS. E.TRENCH EXCAVATION AND BACKFILL. F.EXTERIOR UTILITY SUPPORTS. G.FROST PROTECTION. 11.CONTRACTOR SHALL PROVIDE AS-BUILT INFORMATION OF CONSTRUCTED STORMWATER MANAGEMENT SYSTEMS & ASSOCIATED INFRASTRUCTURE (RECOMMENDED PRIOR TO BACKFILLING) PER APPLICABLE PERMIT REQUIREMENTS AND/OR DEVELOPMENT AGREEMENTS. 12.ALL UNUSED UTILITY SERVICES SHALL BE ABANDONED PER THE REQUIREMENTS OF THE APPLICABLE GOVERNING AGENCIES. 13.THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL REQUIRED UTILITY PERMITS FROM THE APPLICABLE GOVERNING AGENCIES. 169415 3506 5 STC 3 0 R C P 945.1 5 3506 8 STC 1 2 R C P 944.0 3 4444444448888888888888888888888888888888888888888888888888888 NOPARKINGNO PARKING NO PARKING PROPOSED BUILDING LOWER LEVEL=952.50 LEVEL 1=974.50 COLD STORAGE BUILDING FFE=952.50 8 8 888888888365 LF-42" RCP @ 1.25% PUBLIC PIPE) SKIMMER STRUCTURE INLET=952.25 WEIR=951.50 OUTLET=945.20 SEE DETAIL PUBLIC STRUCTURE) CB 151 RIM=969.04 INV=965.04 73 LF-12" HDPE @ 2.0% 82 LF-12" PVC @ 5.0% CBMH 150 RIM=969.25 INV(NE)=963.58 INV(SW)=952.27 CB 102 RIM=950.84 INV=947.34 163 LF-12" PVC @ 0.50% CBMH 140 RIM=951.80 INV=948.17 29 LF-12" HDPE @ 1.0% 91 LF-12" PVC @ 1.8% 36 LF-12" HDPE @ 2.0% 82 LF-18" HDPE @ 1.0% CB 111 RIM=952.44 INV=948.44 CBMH 110 RIM=952.06 INV(NW,E)=947.73 INV(SW)=946.73 CBMH 100 RIM=951.06 INV(NE)=945.91 INV(N)=945.83 INV(W)=945.41 191 LF-12" HDPE @ 0.75% CB 130 RIM=954.65 INV=951.00 CBMH 121 RIM=955.76 INV(S)=951.64 INV(W)=951.54 121 LF-12" HDPE @ 1.5% STMH 91 RIM=950.81 INV(E)=945.25 WEIR= 947.25 INV(W)=946.0 OUTLET INV=945.35 OCS 41 RIM=945.15 INV(NE)=938.0 WEIR= 944.25 ORIFICE(10"Wx8"H)= 943.0 INV(SW)=938.0 FES 42 INV=937.44 37 LF-42" RCP @ 1.5% FES 40 W/ RIPRAP INV=932.75 108 LF-42" RCP @ 4.86% NORTH POND TOP OF BERM= 946.50 EOF= 946.00 NWL= 943.00 BOT= 933.00 HWL= 945.88 WEIR OVERFLOW 10' INV= 946.00 FES 70 W/ RIP RAP INV=943.00 FES 60 W/ RIP RAP INV=943.00 CBMH 90 RIM=950.47 INV(SW)=945.96 CBMH 71 RIM=949.98 INV=943.53 STMH 80 W/DISSIPATOR & SKIMMER RIM=950.91 INV(SE)=945.21 INV(NW,E)=944.27 SUMP=939.27 15 LF-18" HDPE @ 1.6% 148 LF-24" HDPE @ 0.5% 75 LF-24" HDPE @ 0.7% 227 LF-24" PVC @ 0.5% CB 61 RIM=950.25 INV(E)=946.75 INV(W)=946.25 4" PVC DRAINTILE FINGER DRAIN SLOPE TO DRAIN-TYP 44 LF-12" HDPE @ 7.4% ACCESS RISER RIM=951.52 INV=943.50 INLET INV=947.25 INLET INV=947.25 12" ROOF DRAIN STUB INV=947.39 7 LF-12" PVC @ 2.0% W/ INSULATION VERIFY LOCATION, INVERT, & SIZE W/ MECHANICAL) EXISTING WETLAND EXISTING 100-YR HWL:955.38 PROPOSED 100-YR HWL:955.36 12" TOP=949.07 12" BOT=947.77 42" TOP=946.04 42" BOT=941.74 IRRIGATION MH 51 RIM=950.83 INV=936.87 BOT=933.00 PUMP DESIGN BY OTHERS FES 50 INV=937.25 76 LF-12" HDPE @ 0.5% 12" ROOF DRAIN STUB INV=947.39 7 LF-12" PVC @ 2.0% W/ INSULATION VERIFY LOCATION, INVERT, & SIZE W/ MECHANICAL) AREA TO BE OVER-EXCAVATED PRIOR TO RIP-RAP INSTALLATION. NO FILL TO BE PLACED WITHIN 100-YEAR FLOODPLAIN. CBMH 120 RIM=953.32 INV(N,E)=949.17 INV(W)=949.07 86 LF-12" HDPE @ 2.75% CBMH 101 RIM=950.70 INV=946.53 141 LF-12" HDPE @ 0.50% CBMH 141 RIM=951.97 INV=948.47 4" PVC DRAINTILE FINGER DRAIN SLOPE TO DRAIN-TYP 4" PVC DRAINTILE FINGER DRAIN SLOPE TO DRAIN-TYP 4" PVC DRAINTILE FINGER DRAIN SLOPE TO DRAIN-TYP N SCALE IN FEET 0 30 60 NORTH KEY PLAN DRAWING NUMBER DRAWING TITLE CLIENT 4201 cedar avenue so. - minneapolis, MN 55407 tel. (612) 904-1332 - fax (612) 904-7366 NOT F O R C O N S T R U C TI O N PROJECT NUMBER 21602.0A REVISION DATE DESCRIPTION BY 1891 Arboretum Boulevard Chanhassen, MN 55317 Xcel Energy Service Center Chanhassen Title: Zachary B. Moen - PE Registration Number: 58688 Date: XX/XX/XXXX By: Title: Professional Engineer I hereby certify that this drawing was prepared by me or under my direct supervision and that I am a duly licensed Professional Engineer under the laws of the State of Minnesota. LOUCKS PROJECT NO. 21602 10/25/2022 WATERSHED SUBMITTAL 11/16/2022 TEP SUBMITTAL 11/16/2022 SCHEMATIC DESIGN PACKAGE 12/05/2022 SD PACKAGE ADDENDUM 01/12/2023 CITY SUBMISSION C4.1 UTILITY PLAN NORTH STORM SEWER NOTE: EXISTING CONDITIONS INFORMATION SHOWN IS FROM AN ALTA/NSPS LAND TITLE SURVEY PREPARED BY LOUCKS, DATED 03/24/2022. PARKING STALL COUNT ACCESSIBLE PARKING STALL 2 LEGEND CATCH BASIN STORM SEWER SANITARY SEWER WATERMAIN STORM MANHOLE SANITARY MANHOLE HYDRANT GATE VALVE SPOT ELEVATION SIGN LIGHT POLE POWER POLE WATER MANHOLE / WELL CONTOUR CONCRETE CURB UNDERGROUND ELECTRIC CONCRETE TELEPHONE PEDESTAL UNDERGROUND TELEPHONE UNDERGROUND GAS OVERHEAD UTILITY CHAIN LINK FENCE BUILDING RETAINING WALL NO PARKING UNDERGROUND FIBER OPTIC SANITARY SEWER SERVICE WATER SERVICE ELECTRIC METER GAS METER TREE LINE EXISTING PROPOSED 972 DRAINTILE FORCEMAIN 373PARKING SETBACK LINE BUILDING SETBACK LINE 2 FENCE FLARED END SECTION POST INDICATOR VALVE BENCHMARK SOIL BORING 3DIRECTION OF FLOW 1.0% 972.5 Gopher State One Call WARNING: THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND / OR RELOCATION OF LINES. THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. STORM SEWER NOTES 1.ALL STORM SEWER SHALL BE FURNISHED AND INSTALLED PER THE REQUIREMENTS OF THE SPECIFICATIONS,THE MINNESOTA PLUMBING CODE, THE LOCAL GOVERNING UNIT, AND THE STANDARD UTILITIES SPECIFICATION OF THE CITY ENGINEERS ASSOCIATION OF MINNESOTA (CEAM), CURRENT EDITION. 2.ALL UTILITY PIPE BEDDING SHALL BE COMPACTED SAND OR FINE GRANULAR MATERIAL. ALL COMPACTION SHALL BE PERFORMED PER THE REQUIREMENTS OF THE CEAM SPECIFICATION AND THE GEOTECHNICAL REPORT. 3.ALL CONNECTIONS TO EXISTING UTILITIES SHALL BE PERFORMED PER THE REQUIREMENTS OF THE STATE AND LOCAL JURISDICTIONS. THE CITY DEPARTMENT OF ENGINEERING AND BUILDING INSPECTIONS DEPARTMENT AND THE CONSTRUCTION ENGINEER MUST BE NOTIFIED AT LEAST 48 HOURS PRIOR TO ANY WORK WITHIN THE PUBLIC RIGHT OF WAY, OR WORK IMPACTING PUBLIC UTILITIES. 4.ALL SITE UTILITY SERVICES SHALL TERMINATE 5' FROM THE EXTERIOR BUILDING WALL UNLESS OTHERWISE NOTED. THE SITE UTILITY CONTRACTOR SHALL COORDINATE WITH THE GENERAL CONTRACTOR, MECHANICAL CONTRACTOR AND MECHANICAL ENGINEER TO DETERMINE THE RESPONSIBILITY OF BRINGING THE SERVICE(S) INTO THE BUILDING, INSPECTIONS AND TESTING PER APPLICABLE GOVERNING AGENCIES. 5.PER MINNESOTA DEPARTMENT OF LABOR & INDUSTRY REQUIREMENTS, A MINIMUM OF 18 INCHES OF VERTICAL SEPARATION AND 10 FEET OF HORIZONTAL SEPARATION IS REQUIRED FROM WATERMAIN TO ANY MANHOLE, SEPTIC SYSTEM, CATCH BASIN, SEWER PIPE, OR OTHER SOURCE OF CONTAMINATION, MEASURED FROM THE OUTER EDGE OF THE PIPE TO THE OUTER EDGE OF THE CONTAMINATION SOURCE UNLESS OTHERWISE SHOWN. 6.ALL STORM SEWER DOWNSPOUT COLLECTION PIPES AND WYES SHALL BE PVC SCHEDULE 40). 7.CONTRACTOR TO SUBMIT SHOP DRAWINGS OF STORM STRUCTURE(S) AND UNDERGROUND SYSTEM(S) FOR ENGINEER'S REVIEW. 8.CONTRACTOR TO VERIFY UNDERLYING SOILS BENEATH ALL STORMWATER FACILITIES, AND PROVIDE DOCUMENTATION TO THE ENGINEER, PRIOR TO CONSTRUCTION OF THE FACILITIES. 9.ALL PORTIONS OF THE STORM SEWER SYSTEM, INCLUDING CATCH BASINS, LOCATED WITHIN 10 FEET OF THE BUILDING OR WATER SERVICE LINE MUST BE TESTED ACCORDANCE WITH MINNESOTA RULES, PART 4714. ALL JOINTS AND CONNECTIONS SHALL BE GASTIGHT OR WATERTIGHT (SEE MINNESOTA RULES, PART 4714). 10.REFER TO GEOTECHNICAL EVALUATION REPORT AS PREPARED BY BRAUN INTERTEC, FOR AN EXISTING SUBSURFACE SITE CONDITION ANALYSIS AND CONSTRUCTION RECOMMENDATIONS INCLUDING BUT NOT LIMITED TO: A.REUSE OF ON-SITE SOILS B.GROUNDWATER AND RECOMMENDATIONS FOR EXCAVATION DEWATERING. C.SITE GRADING AND SUBGRADE PREPARATION. D.PAVEMENTS AND EXTERIOR SLABS. E.TRENCH EXCAVATION AND BACKFILL. F.EXTERIOR UTILITY SUPPORTS. G.FROST PROTECTION. 11.CONTRACTOR SHALL PROVIDE AS-BUILT INFORMATION OF CONSTRUCTED STORMWATER MANAGEMENT SYSTEMS & ASSOCIATED INFRASTRUCTURE RECOMMENDED PRIOR TO BACKFILLING) PER APPLICABLE PERMIT REQUIREMENTS AND/OR DEVELOPMENT AGREEMENTS. 12.ALL UNUSED UTILITY SERVICES SHALL BE ABANDONED PER THE REQUIREMENTS OF THE APPLICABLE GOVERNING AGENCIES. 13.THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL REQUIRED UTILITY PERMITS FROM THE APPLICABLE GOVERNING AGENCIES. 170416 40163 UPD.C COMM 952.21 40165 UPD.C 952.1044444444444444488888888888888888888888888888888888888888888888888888888888 PROPOSED BUILDING FFE=952.50 COLD STORAGE BUILDING FFE=952.50 COLD STORAGE BUILDING FFE=952.50 COLD STORAGE BUILDING FFE=952.5088888 88888444444FES 20 W/ RIP RAP INV=942.00 FES 10 W/ RIP RAP INV=931.10 PUBLIC STRUCTURE) 173 LF-24" PVC @ 1.0% STMH 11 RIM=951.12 INV(E)=938.15 INV(W)=931.50 PUBLIC STRUCTURE) CBMH 22 RIM=948.75 INV(N,S)=944.56 INV(W)=944.06 CBMH 30 RIM=949.45 INV=944.95 58 LF-12" HDPE @ 0.7% 179 LF-12" HDPE @ 1.6% CBMH 32 RIM=957.85 INV(N)=955.85 INV(S)=953.85 INV(NW)=948.50 74 LF-12" HDPE @ 4.2% CBMH 33 RIM=960.43 INV(W)=958.43 INV(N)=956.93 4" PVC DRAINTILE FINGER DRAIN SLOPE TO DRAIN-TYP 131 LF-FRENCH DRAIN W/ 6" PERFORATED PVC @ 2.0% SEE DETAIL 83 LF-12" HDPE @ 0.5% CBMH 23 RIM=949.08 INV=945.41 CBMH 24 RIM=949.42 INV=945.83 199 LF-42" RCP @ 1.25% PUBLIC PIPE)STMH 12 RIM=951.34 INV=940.64 PUBLIC STRUCTURE) 82 LF-18" HDPE @ 1.0% CBMH 100 RIM=951.06 INV(NE)=945.91 INV(N)=945.83 INV(W)=945.41 INV(S)=951.64 INV(W)=951.54 252 LF-12" HDPE @ 1.5% CB 122 RIM=959.42 INV=955.42 OUTLET INV=945.35 17 LF-21" CMP @ 3.25% REUSE TANK 306 LF-72" SOLID CMP TOP= 949.50 INV= 943.50 SEE DETAIL 75 LF-60" RCP @ 0.5% PUBLIC PIPE) OCS 2 RIM=945.00 INV(E)=936.50 WEIR= 943.00 ORIFICE(9"Wx6"H)= 942.00 INV(W)=934.00 FES 3 INV=936.00 48 LF-30" RCP @ 1.0% 116 LF-30" RCP @ 7.76% SOUTH POND TOP OF BERM= 946.50 EOF= 946.00 NWL= 942.00 BOT= 933.00 HWL= 944.40 WEIR OVERFLOW 10' INV= 946.00 CB 92 RIM=949.78 INV(E)=947.03 INV(N)=946.53 114 LF-12" HDPE @ 0.50% CBMH 90 RIM=950.47 INV(SW)=945.96 INV(N,E)=945.45 STMH 80 W/DISSIPATOR & SKIMMER RIM=950.91 INV(SE)=945.21 INV(NW,E)=944.27 SUMP=939.27 15 LF-18" HDPE @ 1.6% 227 LF-24" PVC @ 0.5% CLEANOUT RIM=963.04 INV=961.04 CLEANOUT RIM=964.10 INV=962.10 74 LF-FRENCH DRAIN W/ 6" PERFORATED PVC @ 8.4% SEE DETAIL 4" PVC DRAINTILE FINGER DRAIN SLOPE TO DRAIN-TYP 4" PVC DRAINTILE FINGER DRAIN SLOPE TO DRAIN-TYP 4" PVC DRAINTILE FINGER DRAIN SLOPE TO DRAIN-TYP 83 LF-12" HDPE @ 1.0% ACCESS RISER RIM=951.70 INV=943.50 ACCESS RISER RIM=952.05 INV=943.50 RIM=951.52 INV=943.50 12" ROOF DRAIN STUB INV=948.00 75 LF-12" PVC @ 1.0% W/ INSULATION VERIFY LOCATION, INVERT, & SIZE W/ MECHANICAL) INLET INV=947.25 INLET INV=947.25 INLET INV=947.25 75 LF-12" PVC @ 1.0% PIPING TO PUMP SYSTEM FOR TRUCK WASHING SYSTEM SEE MECHANICAL FOR PUMP DESIGN & ASSOCIATED INFRASTRUCTURE 30 LF-24" HDPE @ 1.0% OUTLET INV=943.50 STMH 31 RIM=952.45 INV(N,S)=948.30 INV(SE,NW)=947.80 45 LF-12" HDPE @ 1.6% CBMH 25 RIM=949.75 INV(N)=946.75 INV(S)=946.25 83 LF-12" HDPE @ 0.5% W/ INSULATION VERIFY LOCATION, INVERT, & SIZE W/ MECHANICAL) AREA TO BE OVER-EXCAVATED PRIOR TO RIP-RAP INSTALLATION. NO FILL TO BE PLACED WITHIN 100-YEAR FLOODPLAIN. INV(W)=949.07 86 LF-12" HDPE @ 2.75% 12" TOP=947.30 12" BOT=946.00 60" TOP=936.77 60" BOT=930.77 STMH 21 W/DISSIPATOR & SKIMMER RIM=950.58 INV=943.73 SUMP=938.73 8 LF-21" CMP @ 1.25% FES 1 W/ RIPRAP INV=925.00 40' STORM SEWER EASEMENT 8" TOP=938.64 8" BOT=937.87 60" TOP=936.90 60" BOT=930.90 N SCALE IN FEET 0 30 60 NORTH KEY PLAN DRAWING NUMBER DRAWING TITLE CLIENT 4201 cedar avenue so. - minneapolis, MN 55407 tel. (612) 904-1332 - fax (612) 904-7366 NOT F O R C O N S T R U C TI O N PROJECT NUMBER 21602.0A REVISION DATE DESCRIPTION BY 1891 Arboretum Boulevard Chanhassen, MN 55317 Xcel Energy Service Center Chanhassen Title: Zachary B. Moen - PE Registration Number: 58688 Date: XX/XX/XXXX By: Title: Professional Engineer I hereby certify that this drawing was prepared by me or under my direct supervision and that I am a duly licensed Professional Engineer under the laws of the State of Minnesota. LOUCKS PROJECT NO. 21602 10/25/2022 WATERSHED SUBMITTAL 11/16/2022 TEP SUBMITTAL 11/16/2022 SCHEMATIC DESIGN PACKAGE 12/05/2022 SD PACKAGE ADDENDUM 01/12/2023 CITY SUBMISSION C4.2 UTILITY PLAN SOUTH STORM SEWER NOTE: EXISTING CONDITIONS INFORMATION SHOWN IS FROM AN ALTA/NSPS LAND TITLE SURVEY PREPARED BY LOUCKS, DATED 03/24/2022. PARKING STALL COUNT ACCESSIBLE PARKING STALL 2 LEGEND CATCH BASIN STORM SEWER SANITARY SEWER WATERMAIN STORM MANHOLE SANITARY MANHOLE HYDRANT GATE VALVE SPOT ELEVATION SIGN LIGHT POLE POWER POLE WATER MANHOLE / WELL CONTOUR CONCRETE CURB UNDERGROUND ELECTRIC CONCRETE TELEPHONE PEDESTAL UNDERGROUND TELEPHONE UNDERGROUND GAS OVERHEAD UTILITY CHAIN LINK FENCE BUILDING RETAINING WALL NO PARKING UNDERGROUND FIBER OPTIC SANITARY SEWER SERVICE WATER SERVICE ELECTRIC METER GAS METER TREE LINE EXISTING PROPOSED 972 DRAINTILE FORCEMAIN 373PARKING SETBACK LINE BUILDING SETBACK LINE 2 FENCE FLARED END SECTION POST INDICATOR VALVE BENCHMARK SOIL BORING 3DIRECTION OF FLOW 1.0% 972.5 Gopher State One Call WARNING: THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND / OR RELOCATION OF LINES. THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. STORM SEWER NOTES 1.ALL STORM SEWER SHALL BE FURNISHED AND INSTALLED PER THE REQUIREMENTS OF THE SPECIFICATIONS,THE MINNESOTA PLUMBING CODE, THE LOCAL GOVERNING UNIT, AND THE STANDARD UTILITIES SPECIFICATION OF THE CITY ENGINEERS ASSOCIATION OF MINNESOTA CEAM), CURRENT EDITION. 2.ALL UTILITY PIPE BEDDING SHALL BE COMPACTED SAND OR FINE GRANULAR MATERIAL. ALL COMPACTION SHALL BE PERFORMED PER THE REQUIREMENTS OF THE CEAM SPECIFICATION AND THE GEOTECHNICAL REPORT. 3.ALL CONNECTIONS TO EXISTING UTILITIES SHALL BE PERFORMED PER THE REQUIREMENTS OF THE STATE AND LOCAL JURISDICTIONS. THE CITY DEPARTMENT OF ENGINEERING AND BUILDING INSPECTIONS DEPARTMENT AND THE CONSTRUCTION ENGINEER MUST BE NOTIFIED AT LEAST 48 HOURS PRIOR TO ANY WORK WITHIN THE PUBLIC RIGHT OF WAY, OR WORK IMPACTING PUBLIC UTILITIES. 4.ALL SITE UTILITY SERVICES SHALL TERMINATE 5' FROM THE EXTERIOR BUILDING WALL UNLESS OTHERWISE NOTED. THE SITE UTILITY CONTRACTOR SHALL COORDINATE WITH THE GENERAL CONTRACTOR, MECHANICAL CONTRACTOR AND MECHANICAL ENGINEER TO DETERMINE THE RESPONSIBILITY OF BRINGING THE SERVICE(S) INTO THE BUILDING, INSPECTIONS AND TESTING PER APPLICABLE GOVERNING AGENCIES. 5.PER MINNESOTA DEPARTMENT OF LABOR & INDUSTRY REQUIREMENTS, A MINIMUM OF 18 INCHES OF VERTICAL SEPARATION AND 10 FEET OF HORIZONTAL SEPARATION IS REQUIRED FROM WATERMAIN TO ANY MANHOLE, SEPTIC SYSTEM, CATCH BASIN, SEWER PIPE, OR OTHER SOURCE OF CONTAMINATION, MEASURED FROM THE OUTER EDGE OF THE PIPE TO THE OUTER EDGE OF THE CONTAMINATION SOURCE UNLESS OTHERWISE SHOWN. 6.ALL STORM SEWER DOWNSPOUT COLLECTION PIPES AND WYES SHALL BE PVC (SCHEDULE 40). 7.CONTRACTOR TO SUBMIT SHOP DRAWINGS OF STORM STRUCTURE(S) AND UNDERGROUND SYSTEM(S) FOR ENGINEER'S REVIEW. 8.CONTRACTOR TO VERIFY UNDERLYING SOILS BENEATH ALL STORMWATER FACILITIES, AND PROVIDE DOCUMENTATION TO THE ENGINEER, PRIOR TO CONSTRUCTION OF THE FACILITIES. 9.ALL PORTIONS OF THE STORM SEWER SYSTEM, INCLUDING CATCH BASINS, LOCATED WITHIN 10 FEET OF THE BUILDING OR WATER SERVICE LINE MUST BE TESTED ACCORDANCE WITH MINNESOTA RULES, PART 4714. ALL JOINTS AND CONNECTIONS SHALL BE GASTIGHT OR WATERTIGHT (SEE MINNESOTA RULES, PART 4714). 10.REFER TO GEOTECHNICAL EVALUATION REPORT AS PREPARED BY BRAUN INTERTEC, FOR AN EXISTING SUBSURFACE SITE CONDITION ANALYSIS AND CONSTRUCTION RECOMMENDATIONS INCLUDING BUT NOT LIMITED TO: A.REUSE OF ON-SITE SOILS B.GROUNDWATER AND RECOMMENDATIONS FOR EXCAVATION DEWATERING. C.SITE GRADING AND SUBGRADE PREPARATION. D.PAVEMENTS AND EXTERIOR SLABS. E.TRENCH EXCAVATION AND BACKFILL. F.EXTERIOR UTILITY SUPPORTS. G.FROST PROTECTION. 11.CONTRACTOR SHALL PROVIDE AS-BUILT INFORMATION OF CONSTRUCTED STORMWATER MANAGEMENT SYSTEMS & ASSOCIATED INFRASTRUCTURE (RECOMMENDED PRIOR TO BACKFILLING) PER APPLICABLE PERMIT REQUIREMENTS AND/OR DEVELOPMENT AGREEMENTS. 12.ALL UNUSED UTILITY SERVICES SHALL BE ABANDONED PER THE REQUIREMENTS OF THE APPLICABLE GOVERNING AGENCIES. 13.THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL REQUIRED UTILITY PERMITS FROM THE APPLICABLE GOVERNING AGENCIES. 171417 3506 5 STC 3 0 R C P 945.1 5 3506 8 STC 1 2 R C P 944.0 3 4444444448888888888888888888888888888888888888888888888888888 NOPARKINGNO PARKING NO PARKING PROPOSED BUILDING LOWER LEVEL=952.50 LEVEL 1=974.50 COLD STORAGE BUILDING FFE=952.50 8 8 8888888888" COMBINED DOMESTIC/FIRE WATER SERVICE VERIFY LOCATION, INVERT, & SIZE W/ MECHANICAL) 449 LF-8" PVC @ 2.0% 33 LF-8" PVC @ 2.2% SANMH 4 RIM=951.75 INV(E)=943.76 INV(S)=943.66 8" SANITARY SERVICE STUB INV=944.50 VERIFY LOCATION, INVERT, & SIZE W/ MECHANICAL) 8" x 8" TEE 3)-8" GATE VALVES 80 LF-8" C900 WATERMAIN 82 LF-8" C900 WATERMAIN 22.5° 8" BEND 194 LF-8" C900 WATERMAIN 207 LF-8" C900 WATERMAIN 175 LF-8" C900 WATER SERVICE 8" x 6" TEE 3)-8" GATE VALVES 8" x 8" TEE 76 LF-8" C900 WATERMAIN 8"X6" REDUCER 193 LF-8" C900 WATER SERVICE 45° 8" BEND 8" STUB 39 LF-8" C900 PVC WATER SERVICE HYDRANT W/ GATE VALVE 19 LF-6" C900 WATERMAIN 8" GATE VALVE 8" x 6" TEE 65 LF-6" C900 WATERMAIN 252 LF-6" C900 WATERMAIN 55 LF-6" C900 WATERMAIN 80 LF-6" C900 WATERMAIN HYDRANT 45° 6" BEND 45° 6" BEND 45° 6" BEND 22.5° 8" BEND 45° 6" BEND 61 LF-6" C900 WATERMAIN 100 LF-8" C900 WATERMAIN UTILITY PLAN NORTH SANITARY SEWER WATERMAIN N SCALE IN FEET 0 30 60 NORTH KEY PLAN DRAWING NUMBER DRAWING TITLE CLIENT 4201 cedar avenue so. - minneapolis, MN 55407 tel. (612) 904-1332 - fax (612) 904-7366 NOT F O R C O N S T R U C TI O N PROJECT NUMBER 21602.0A REVISION DATE DESCRIPTION BY 1891 Arboretum Boulevard Chanhassen, MN 55317 Xcel Energy Service Center Chanhassen Title: Zachary B. Moen - PE Registration Number: 58688 Date: XX/XX/XXXX By: Title: Professional Engineer I hereby certify that this drawing was prepared by me or under my direct supervision and that I am a duly licensed Professional Engineer under the laws of the State of Minnesota. LOUCKS PROJECT NO. 21602 10/25/2022 WATERSHED SUBMITTAL 11/16/2022 TEP SUBMITTAL 11/16/2022 SCHEMATIC DESIGN PACKAGE 12/05/2022 SD PACKAGE ADDENDUM 01/12/2023 CITY SUBMISSION C4.3 NOTE: EXISTING CONDITIONS INFORMATION SHOWN IS FROM AN ALTA/NSPS LAND TITLE SURVEY PREPARED BY LOUCKS, DATED 03/24/2022. PARKING STALL COUNT ACCESSIBLE PARKING STALL 2 LEGEND CATCH BASIN STORM SEWER SANITARY SEWER WATERMAIN STORM MANHOLE SANITARY MANHOLE HYDRANT GATE VALVE SPOT ELEVATION SIGN LIGHT POLE POWER POLE WATER MANHOLE / WELL CONTOUR CONCRETE CURB UNDERGROUND ELECTRIC CONCRETE TELEPHONE PEDESTAL UNDERGROUND TELEPHONE UNDERGROUND GAS OVERHEAD UTILITY CHAIN LINK FENCE BUILDING RETAINING WALL NO PARKING UNDERGROUND FIBER OPTIC SANITARY SEWER SERVICE WATER SERVICE ELECTRIC METER GAS METER TREE LINE EXISTING PROPOSED 972 DRAINTILE FORCEMAIN 373PARKING SETBACK LINE BUILDING SETBACK LINE 2 FENCE FLARED END SECTION POST INDICATOR VALVE BENCHMARK SOIL BORING 3DIRECTION OF FLOW 1.0% 972.5 Gopher State One Call WARNING: THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND / OR RELOCATION OF LINES. THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. SANITARY SEWER & WATERMAIN NOTES 1.ALL SANITARY SEWER AND WATERMAIN UTILITIES SHALL BE FURNISHED AND INSTALLED PER THE REQUIREMENTS OF THE SPECIFICATIONS,THE MINNESOTA PLUMBING CODE, THE LOCAL GOVERNING UNIT, AND THE STANDARD UTILITIES SPECIFICATION OF THE CITY ENGINEERS ASSOCIATION OF MINNESOTA (CEAM), CURRENT EDITION. 2.ALL UTILITY PIPE BEDDING SHALL BE COMPACTED SAND OR FINE GRANULAR MATERIAL. ALL COMPACTION SHALL BE PERFORMED PER THE REQUIREMENTS OF THE CEAM SPECIFICATION AND THE GEOTECHNICAL REPORT. 3.ALL CONNECTIONS TO EXISTING UTILITIES SHALL BE PERFORMED PER THE REQUIREMENTS OF THE STATE AND LOCAL JURISDICTIONS. THE CITY DEPARTMENT OF ENGINEERING AND BUILDING INSPECTIONS DEPARTMENT AND THE CONSTRUCTION ENGINEER MUST BE NOTIFIED AT LEAST 48 HOURS PRIOR TO ANY WORK WITHIN THE PUBLIC RIGHT OF WAY, OR WORK IMPACTING PUBLIC UTILITIES. 4.ALL SITE UTILITY SERVICES SHALL TERMINATE 5' FROM THE EXTERIOR BUILDING WALL UNLESS OTHERWISE NOTED. THE SITE UTILITY CONTRACTOR SHALL COORDINATE WITH THE GENERAL CONTRACTOR, MECHANICAL CONTRACTOR AND MECHANICAL ENGINEER TO DETERMINE THE RESPONSIBILITY OF BRINGING THE SERVICE(S) INTO THE BUILDING, INSPECTIONS AND TESTING PER APPLICABLE GOVERNING AGENCIES. 5.ALL NEW WATERMAIN AND SERVICES MUST HAVE A MINIMUM OF 7.5 FEET OF COVER. EXTRA DEPTH MAY BE REQUIRED TO MAINTAIN A MINIMUM 18" VERTICAL SEPARATION TO SANITARY OR STORM SEWER LINES. THE CONTRACTOR SHALL FIELD ADJUST WATERMAIN TO AVOID CONFLICTS WITH SANITARY SEWER, STORM SEWER, AND SERVICES AS REQUIRED. INSULATION OF WATERMAIN AND SANITARY SEWER LINES SHALL BE PROVIDED WHERE 7.5 FEET MINIMUM DEPTH CAN NOT BE ATTAINED. 6.PER MINNESOTA DEPARTMENT OF LABOR & INDUSTRY REQUIREMENTS, A MINIMUM OF 18 INCHES OF VERTICAL SEPARATION AND 10 FEET OF HORIZONTAL SEPARATION IS REQUIRED FROM WATERMAIN TO ANY MANHOLE, SEPTIC SYSTEM, CATCH BASIN, SEWER PIPE, OR OTHER SOURCE OF CONTAMINATION, MEASURED FROM THE OUTER EDGE OF THE PIPE TO THE OUTER EDGE OF THE CONTAMINATION SOURCE UNLESS OTHERWISE SHOWN. 7.CONTRACTOR TO SUBMIT SHOP DRAWINGS OF SANITARY STRUCTURE(S) AND UNDERGROUND SYSTEM(S) FOR ENGINEER'S REVIEW. 8.ALL FIRE HYDRANTS SHALL BE LOCATED 5 FEET BEHIND BACK OF CURB OR EDGE OF PAVEMENT UNLESS OTHERWISE NOTED. 9.REFER TO GEOTECHNICAL EVALUATION REPORT AS PREPARED BY BRAUN INTERTEC, FOR AN EXISTING SUBSURFACE SITE CONDITION ANALYSIS AND CONSTRUCTION RECOMMENDATIONS INCLUDING BUT NOT LIMITED TO: A.REUSE OF ON-SITE SOILS B.GROUNDWATER AND RECOMMENDATIONS FOR EXCAVATION DEWATERING. C.SITE GRADING AND SUBGRADE PREPARATION. D.PAVEMENTS AND EXTERIOR SLABS. E.TRENCH EXCAVATION AND BACKFILL. F.EXTERIOR UTILITY SUPPORTS. G.FROST PROTECTION. 10.CONTRACTOR SHALL PROVIDE AS-BUILT INFORMATION OF CONSTRUCTED UTILITIES RECOMMENDED PRIOR TO BACKFILLING) PER APPLICABLE PERMIT REQUIREMENTS AND/OR DEVELOPMENT AGREEMENTS. 11.ALL UNUSED UTILITY SERVICES SHALL BE ABANDONED PER THE REQUIREMENTS OF THE APPLICABLE GOVERNING AGENCIES. 12.THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL REQUIRED UTILITY PERMITS FROM THE APPLICABLE GOVERNING AGENCIES. 172418 40163 UPD.C COMM 952.21 40165 UPD.C 952.104444444444444444888888888888888888888888888888888888888888888888888888888888888888 PROPOSED BUILDING FFE=952.50 COLD STORAGE BUILDING FFE=952.50 COLD STORAGE BUILDING FFE=952.50 COLD STORAGE BUILDING FFE=952.50888888 88888444444EXISTING HYDRANT 8" COMBINED DOMESTIC/FIRE SERVICE VERIFY LOCATION, INVERT, SIZE W/ MECHANICAL) CONNECT TO 8" SANITARY SERVICE STUB @ EXISTING INV= 925.08± 85 LF-8" PVC @ 3.6% SANMH 1 W/ STRUCTURE MARKER PER CITY SPECIFICATIONS RIM=945.25 INV(N)=928.24 INV(S)=928.14 202 LF-8" PVC @ 2.0% SANMH 2 W/ STRUCTURE MARKER PER CITY SPECIFICATIONS RIM=946.50 INV(N)=932.38 INV(S)=932.28 110 LF-8" PVC @ 2.0% SANMH 3 RIM=951.30 INV(E)=943.70 INV(N)=934.68 INV(S)=934.58 40 LF-8" PVC @ 2.0% 8" SANITARY SERVICE STUB INV=944.50 VERIFY LOCATION, INVERT, & SIZE W/ MECHANICAL) HYDRANT W/ GATE VALVE 22 LF-6" C900 WATERMAIN CONNECT TO EX. 8" WATER STUB FIELD VERIFY EXISTING LOCATION, SIZE & MATERIAL)CONNECT TO EX. 8" WATER STUB FIELD VERIFY EXISTING LOCATION, SIZE & MATERIAL) HYDRANT W/ GATE VALVE 22 LF-6" C900 WATERMAIN 35 LF-8" C900 WATERMAIN 45° 8" BEND 255 LF-8" C900 WATERMAIN 233 LF-8" C900 WATERMAIN 454 LF-8" C900 WATERMAIN 8" x 8" TEE 3)-8" GATE VALVES 60 LF-8" C900 WATER SERVICE 28 LF-8" C900 WATERMAIN 58 LF-8" C900 WATERMAIN 45° 8" BEND 45° 8" BEND 8" x 6" TEE 6 LF-8" C900 WATERMAIN 8" x 6" TEE 8" x 8" TEE 8" STUB 39 LF-8" C900 PVC WATER SERVICE 3)-8" GATE VALVES 100 LF-8" C900 WATERMAIN 35 LF-8" C900 WATERMAIN UTILITY PLAN SOUTH SANITARY SEWER WATERMAIN N SCALE IN FEET 0 30 60 NORTH KEY PLAN DRAWING NUMBER DRAWING TITLE CLIENT 4201 cedar avenue so. - minneapolis, MN 55407 tel. (612) 904-1332 - fax (612) 904-7366 NOT F O R C O N S T R U C TI O N PROJECT NUMBER 21602.0A REVISION DATE DESCRIPTION BY 1891 Arboretum Boulevard Chanhassen, MN 55317 Xcel Energy Service Center Chanhassen Title: Zachary B. Moen - PE Registration Number: 58688 Date: XX/XX/XXXX By: Title: Professional Engineer I hereby certify that this drawing was prepared by me or under my direct supervision and that I am a duly licensed Professional Engineer under the laws of the State of Minnesota. LOUCKS PROJECT NO. 21602 10/25/2022 WATERSHED SUBMITTAL 11/16/2022 TEP SUBMITTAL 11/16/2022 SCHEMATIC DESIGN PACKAGE 12/05/2022 SD PACKAGE ADDENDUM 01/12/2023 CITY SUBMISSION C4.4 NOTE: EXISTING CONDITIONS INFORMATION SHOWN IS FROM AN ALTA/NSPS LAND TITLE SURVEY PREPARED BY LOUCKS, DATED 03/24/2022. PARKING STALL COUNT ACCESSIBLE PARKING STALL 2 LEGEND CATCH BASIN STORM SEWER SANITARY SEWER WATERMAIN STORM MANHOLE SANITARY MANHOLE HYDRANT GATE VALVE SPOT ELEVATION SIGN LIGHT POLE POWER POLE WATER MANHOLE / WELL CONTOUR CONCRETE CURB UNDERGROUND ELECTRIC CONCRETE TELEPHONE PEDESTAL UNDERGROUND TELEPHONE UNDERGROUND GAS OVERHEAD UTILITY CHAIN LINK FENCE BUILDING RETAINING WALL NO PARKING UNDERGROUND FIBER OPTIC SANITARY SEWER SERVICE WATER SERVICE ELECTRIC METER GAS METER TREE LINE EXISTING PROPOSED 972 DRAINTILE FORCEMAIN 373PARKING SETBACK LINE BUILDING SETBACK LINE 2 FENCE FLARED END SECTION POST INDICATOR VALVE BENCHMARK SOIL BORING 3DIRECTION OF FLOW 1.0% 972.5 Gopher State One Call WARNING: THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND / OR RELOCATION OF LINES. THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. SANITARY SEWER & WATERMAIN NOTES 1.ALL SANITARY SEWER AND WATERMAIN UTILITIES SHALL BE FURNISHED AND INSTALLED PER THE REQUIREMENTS OF THE SPECIFICATIONS,THE MINNESOTA PLUMBING CODE, THE LOCAL GOVERNING UNIT, AND THE STANDARD UTILITIES SPECIFICATION OF THE CITY ENGINEERS ASSOCIATION OF MINNESOTA (CEAM), CURRENT EDITION. 2.ALL UTILITY PIPE BEDDING SHALL BE COMPACTED SAND OR FINE GRANULAR MATERIAL. ALL COMPACTION SHALL BE PERFORMED PER THE REQUIREMENTS OF THE CEAM SPECIFICATION AND THE GEOTECHNICAL REPORT. 3.ALL CONNECTIONS TO EXISTING UTILITIES SHALL BE PERFORMED PER THE REQUIREMENTS OF THE STATE AND LOCAL JURISDICTIONS. THE CITY DEPARTMENT OF ENGINEERING AND BUILDING INSPECTIONS DEPARTMENT AND THE CONSTRUCTION ENGINEER MUST BE NOTIFIED AT LEAST 48 HOURS PRIOR TO ANY WORK WITHIN THE PUBLIC RIGHT OF WAY, OR WORK IMPACTING PUBLIC UTILITIES. 4.ALL SITE UTILITY SERVICES SHALL TERMINATE 5' FROM THE EXTERIOR BUILDING WALL UNLESS OTHERWISE NOTED. THE SITE UTILITY CONTRACTOR SHALL COORDINATE WITH THE GENERAL CONTRACTOR, MECHANICAL CONTRACTOR AND MECHANICAL ENGINEER TO DETERMINE THE RESPONSIBILITY OF BRINGING THE SERVICE(S) INTO THE BUILDING, INSPECTIONS AND TESTING PER APPLICABLE GOVERNING AGENCIES. 5.ALL NEW WATERMAIN AND SERVICES MUST HAVE A MINIMUM OF 7.5 FEET OF COVER. EXTRA DEPTH MAY BE REQUIRED TO MAINTAIN A MINIMUM 18" VERTICAL SEPARATION TO SANITARY OR STORM SEWER LINES. THE CONTRACTOR SHALL FIELD ADJUST WATERMAIN TO AVOID CONFLICTS WITH SANITARY SEWER, STORM SEWER, AND SERVICES AS REQUIRED. INSULATION OF WATERMAIN AND SANITARY SEWER LINES SHALL BE PROVIDED WHERE 7.5 FEET MINIMUM DEPTH CAN NOT BE ATTAINED. 6.PER MINNESOTA DEPARTMENT OF LABOR & INDUSTRY REQUIREMENTS, A MINIMUM OF 18 INCHES OF VERTICAL SEPARATION AND 10 FEET OF HORIZONTAL SEPARATION IS REQUIRED FROM WATERMAIN TO ANY MANHOLE, SEPTIC SYSTEM, CATCH BASIN, SEWER PIPE, OR OTHER SOURCE OF CONTAMINATION, MEASURED FROM THE OUTER EDGE OF THE PIPE TO THE OUTER EDGE OF THE CONTAMINATION SOURCE UNLESS OTHERWISE SHOWN. 7.CONTRACTOR TO SUBMIT SHOP DRAWINGS OF SANITARY STRUCTURE(S) AND UNDERGROUND SYSTEM(S) FOR ENGINEER'S REVIEW. 8.ALL FIRE HYDRANTS SHALL BE LOCATED 5 FEET BEHIND BACK OF CURB OR EDGE OF PAVEMENT UNLESS OTHERWISE NOTED. 9.REFER TO GEOTECHNICAL EVALUATION REPORT AS PREPARED BY BRAUN INTERTEC, FOR AN EXISTING SUBSURFACE SITE CONDITION ANALYSIS AND CONSTRUCTION RECOMMENDATIONS INCLUDING BUT NOT LIMITED TO: A.REUSE OF ON-SITE SOILS B.GROUNDWATER AND RECOMMENDATIONS FOR EXCAVATION DEWATERING. C.SITE GRADING AND SUBGRADE PREPARATION. D.PAVEMENTS AND EXTERIOR SLABS. E.TRENCH EXCAVATION AND BACKFILL. F.EXTERIOR UTILITY SUPPORTS. G.FROST PROTECTION. 10.CONTRACTOR SHALL PROVIDE AS-BUILT INFORMATION OF CONSTRUCTED UTILITIES RECOMMENDED PRIOR TO BACKFILLING) PER APPLICABLE PERMIT REQUIREMENTS AND/OR DEVELOPMENT AGREEMENTS. 11.ALL UNUSED UTILITY SERVICES SHALL BE ABANDONED PER THE REQUIREMENTS OF THE APPLICABLE GOVERNING AGENCIES. 12.THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL REQUIRED UTILITY PERMITS FROM THE APPLICABLE GOVERNING AGENCIES. 173419 444444488888888888888888888888888888888888FES 10 W/ RIP RAP INV=931.10 75 LF-60" RCP @ 0.50% STMH 11 RIM=951.12 INV (E)=938.15 INV (W) = 931.50 199 LF-42" RCP @ 1.25% STMH 12 RIM=951.34 INV=940.64 365 LF-42" RCP @ 1.25% SKIMMER STRUCTURE INLET=952.25 WEIR=951.50 OUTLET=945.20 SEE DETAIL 12" TOP=949.07 12" INV=947.77 42" TOP=946.04 42" INV=941.74 8888AABBCCDD12" TOP=947.30 12" INV=946.00 42" TOP=936.77 42" INV=930.77 930 935 940 945 950 955 960 965 930 935 940 945 950 955 960 965 1+00 935.8931.41931.10+00 951.00943.8951.52947.31+00 952.40950.7951.90952.32+00 951.36952.6951. 90951.13+00 952. 61949.5952.58949. 54+00 954.29949. 8955.95949.95+ 00 957.76950.6962. 20951.36+00 953.84952. 27+00 8+00 9+00 199 LF 42" RCP @ 1. 25% 365 LF 42" RCP @ 1.25% 75 LF 60" RCP @ 0.53% STMH 11RIM=951.12INV= 938.15 (42") EINV= 931.50 ( 60") WSTMH 12RIM=951.10INV= 940.64 (42") NEINV= 940.64 (42") W12" HDPE 8" PVC C900 WM INV. 945.20 INLET 952.25 SKIMMER OUTLET STRUCTURE SEE C8.3 FOR DETAILS)12" PVC 12" PVC INV. 931. 10 12" HDPE VERTICAL DEFLECTION TO 13'DEPTH AT PIPE CROSSING 8" PVC 88OCS 51 RIM= 945. 15 INV( E)= 938. 0 WEIR= 944. 25 ORIFICE( 10" Wx8" H)= 943. 0 INV(W)=938.0 FES 52 INV=937.44 37 LF-42" RCP @ 1.5%FES 50 W/ RIPRAP INV= 932.75 108 LF- 42" RCP @ 4.86%WEIR OVERFLOW 10'INV= 946.00 930 935 940 945 950 955 960 930 935 940 945 950 955 960 936.5- 0+50 932.73932.70+00 941.14941.1946.50943. 01+00 934.87944.8940. 79950.52+00 950.52+00 108 L F 4 2" R C P @ 4.8 8 37 LF 42" RCP @ 1. 50%OCS 51RIM= 945. 15INV= 938. 00 ( 42") NEINV= 938. 00 ( 42") SWWEIR= 944. 2510" X8" ORIFICE= 943. 00END SECTIONS SHOWN NOT TO SCALE INV. 932.75 INV. 937.44 884444OCS 2 RIM=945.00 INV(E)=936. 50 WEIR= 943. 00 ORIFICE(9"Wx6" H)= 942.00 INV( W)=934.0 FES 3 INV= 936. 00 48 LF- 30" RCP @ 1. 00% FES 1 W/ RIPRAP INV=925.00 116 LF-30" RCP @ 7.76% WEIR OVERFLOW 10'INV= 946.00 88920 925 930 935 940 945 950 955 960 920 925 930 935 940 945 950 955 960 931. 3- 0+ 50 925.08925.10+00 939.06939.1946.50946.11+ 00 940.06953.42+ 00OCS 2RIM= 945. 00INV= 936. 50 (30") EINV= 934.00 ( 30") NWWEIR=943. 09"WX6"H ORIFICE=942. 00END SECTIONS SHOWN NOT TO SCALE INV. 925. 00 INV. 936. 00 48 LF 30" RCP @ 1.04%116 LF 30" R C P @ 7. 79 A)910 920 930 940 950 960 970 910 920 930 940 950 960 970 50 40 30 20 10 944. 3 951. 0710 20 30 40 50 SEWER ESMT 1:1 SLOPE PIPE TRENCH SEWER ESMT INV 930.65 B) 910 920 930 940 950 960 970 910 920 930 940 950 960 970 50 40 30 20 10 950.7 952. 4010 20 30 40 50 1:1 SLOPE PIPE TRENCH SEWER ESMT SEWER ESMT 72" SOLID CMP REUSE TANK INV 943.50 INV 938.50 34.0'FUELING STATION C) 910 920 930 940 950 960 970 910 920 930 940 950 960 970 50 40 30 20 10 949.5 952.6110 20 30 40 50 1:1 SLOPE PIPE TRENCH SEWER ESMT SEWER ESMT INV 941.00 D)920 930 940 950 960 970 980 920 930 940 950 960 970 980 50 40 30 20 10 950.6 957.7610 20 30 40 50 1:1 SLOPE PIPE TRENCH SEWER ESMT SEWER ESMT INV 943.50 N SCALE IN FEET 0 50 100 NORTH KEY PLAN DRAWING NUMBER DRAWING TITLE CLIENT 4201 cedar avenue so. - minneapolis, MN 55407 tel. ( 612) 904- 1332 - fax ( 612) 904-7366 NOT F O R C O N S T R U C TI O N PROJECT NUMBER 21602.0A REVISION DATE DESCRIPTION BY 1891 Arboretum Boulevard Chanhassen, MN 55317 Xcel Energy Service Center Chanhassen Title: Zachary B. Moen - PE Registration Number: 58688 Date: XX/XX/ XXXX By:Title: Professional Engineer I hereby certify that this drawing was prepared by me or under my direct supervision and that I am a duly licensed Professional Engineer under the laws of the State of Minnesota. LOUCKS PROJECT NO. 21602 10/ 25/ 2022 WATERSHED SUBMITTAL 11/ 16/2022 TEP SUBMITTAL 11/ 16/2022 SCHEMATIC DESIGN PACKAGE 12/ 05/ 2022 SD PACKAGE ADDENDUM 01/ 12/2023 CITY SUBMISSION C4.5 STORM MAIN & POND OUTLET PROFILES NOTE:EXISTING CONDITIONS INFORMATION SHOWN IS FROM AN ALTA/NSPS LAND TITLE SURVEY PREPARED BY LOUCKS,DATED 03/24/2022.PARKING STALL COUNT ACCESSIBLE PARKING STALL 2 LEGEND CATCH BASIN STORM SEWER SANITARY SEWER WATERMAIN STORM MANHOLE SANITARY MANHOLE HYDRANT GATE VALVE SPOT ELEVATION SIGN LIGHT POLE POWER POLE WATER MANHOLE / WELL CONTOUR CONCRETE CURB UNDERGROUND ELECTRIC CONCRETE TELEPHONE PEDESTAL UNDERGROUND TELEPHONE UNDERGROUND GAS OVERHEAD UTILITY CHAIN LINK FENCE BUILDING RETAINING WALL NO PARKING UNDERGROUND FIBER OPTIC SANITARY SEWER SERVICE WATER SERVICE ELECTRIC METER GAS METER TREE LINE EXISTING PROPOSED 972 DRAINTILE FORCEMAIN 373PARKING SETBACK LINE BUILDING SETBACK LINE 2 FENCE FLARED END SECTION POST INDICATOR VALVE BENCHMARK SOIL BORING 3DIRECTION OF FLOW 1.0%972.5 Gopher State One Call WARNING:THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND / OR RELOCATION OF LINES.THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER.SANITARY SEWER & WATERMAIN NOTES 1.ALL SANITARY SEWER AND WATERMAIN UTILITIES SHALL BE FURNISHED AND INSTALLED PER THE REQUIREMENTS OF THE SPECIFICATIONS,THE MINNESOTA PLUMBING CODE, THE LOCAL GOVERNING UNIT, AND THE STANDARD UTILITIES SPECIFICATION OF THE CITY ENGINEERS ASSOCIATION OF MINNESOTA (CEAM), CURRENT EDITION.2.ALL UTILITY PIPE BEDDING SHALL BE COMPACTED SAND OR FINE GRANULAR MATERIAL. ALL COMPACTION SHALL BE PERFORMED PER THE REQUIREMENTS OF THE CEAM SPECIFICATION AND THE GEOTECHNICAL REPORT.3.ALL CONNECTIONS TO EXISTING UTILITIES SHALL BE PERFORMED PER THE REQUIREMENTS OF THE STATE AND LOCAL JURISDICTIONS. THE CITY DEPARTMENT OF ENGINEERING AND BUILDING INSPECTIONS DEPARTMENT AND THE CONSTRUCTION ENGINEER MUST BE NOTIFIED AT LEAST 48 HOURS PRIOR TO ANY WORK WITHIN THE PUBLIC RIGHT OF WAY, OR WORK IMPACTING PUBLIC UTILITIES.4.ALL SITE UTILITY SERVICES SHALL TERMINATE 5' FROM THE EXTERIOR BUILDING WALL UNLESS OTHERWISE NOTED. THE SITE UTILITY CONTRACTOR SHALL COORDINATE WITH THE GENERAL CONTRACTOR, MECHANICAL CONTRACTOR AND MECHANICAL ENGINEER TO DETERMINE THE RESPONSIBILITY OF BRINGING THE SERVICE(S) INTO THE BUILDING, INSPECTIONS AND TESTING PER APPLICABLE GOVERNING AGENCIES.5.ALL NEW WATERMAIN AND SERVICES MUST HAVE A MINIMUM OF 7.5 FEET OF COVER. EXTRA DEPTH MAY BE REQUIRED TO MAINTAIN A MINIMUM 18" VERTICAL SEPARATION TO SANITARY OR STORM SEWER LINES. THE CONTRACTOR SHALL FIELD ADJUST WATERMAIN TO AVOID CONFLICTS WITH SANITARY SEWER, STORM SEWER, AND SERVICES AS REQUIRED. INSULATION OF WATERMAIN AND SANITARY SEWER LINES SHALL BE PROVIDED WHERE 7.5 FEET MINIMUM DEPTH CAN NOT BE ATTAINED.6.PER MINNESOTA DEPARTMENT OF LABOR & INDUSTRY REQUIREMENTS, A MINIMUM OF 18 INCHES OF VERTICAL SEPARATION AND 10 FEET OF HORIZONTAL SEPARATION IS REQUIRED FROM WATERMAIN TO ANY MANHOLE, SEPTIC SYSTEM, CATCH BASIN, SEWER PIPE, OR OTHER SOURCE OF CONTAMINATION, MEASURED FROM THE OUTER EDGE OF THE PIPE TO THE OUTER EDGE OF THE CONTAMINATION SOURCE UNLESS OTHERWISE SHOWN.7.CONTRACTOR TO SUBMIT SHOP DRAWINGS OF SANITARY STRUCTURE(S) AND UNDERGROUND SYSTEM(S) FOR ENGINEER'S REVIEW.8.ALL FIRE HYDRANTS SHALL BE LOCATED 5 FEET BEHIND BACK OF CURB OR EDGE OF PAVEMENT UNLESS OTHERWISE NOTED.9.REFER TO GEOTECHNICAL EVALUATION REPORT AS PREPARED BY BRAUN INTERTEC, FOR AN EXISTING SUBSURFACE SITE CONDITION ANALYSIS AND CONSTRUCTION RECOMMENDATIONS INCLUDING BUT NOT LIMITED TO:A.REUSE OF ON- SITE SOILS B. GROUNDWATER AND RECOMMENDATIONS FOR EXCAVATION DEWATERING.C.SITE GRADING AND SUBGRADE PREPARATION.D.PAVEMENTS AND EXTERIOR SLABS.E.TRENCH EXCAVATION AND BACKFILL.F.EXTERIOR UTILITY SUPPORTS. G.FROST PROTECTION. 10.CONTRACTOR SHALL PROVIDE AS-BUILT INFORMATION OF CONSTRUCTED UTILITIES RECOMMENDED PRIOR TO BACKFILLING) PER APPLICABLE PERMIT REQUIREMENTS AND/OR DEVELOPMENT AGREEMENTS.11.ALL UNUSED UTILITY SERVICES SHALL BE ABANDONED PER THE REQUIREMENTS OF THE APPLICABLE GOVERNING AGENCIES.12.THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL REQUIRED UTILITY PERMITS FROM THE APPLICABLE GOVERNING AGENCIES.STORM SEWER NOTES 1.ALL STORM SEWER SHALL BE FURNISHED AND INSTALLED PER THE REQUIREMENTS OF THE SPECIFICATIONS,THE MINNESOTA PLUMBING CODE, THE LOCAL GOVERNING UNIT, AND THE STANDARD UTILITIES SPECIFICATION OF THE CITY ENGINEERS ASSOCIATION OF MINNESOTA CEAM), CURRENT EDITION.2.ALL UTILITY PIPE BEDDING SHALL BE COMPACTED SAND OR FINE GRANULAR MATERIAL. ALL COMPACTION SHALL BE PERFORMED PER THE REQUIREMENTS OF THE CEAM SPECIFICATION AND THE GEOTECHNICAL REPORT.3.ALL CONNECTIONS TO EXISTING UTILITIES SHALL BE PERFORMED PER THE REQUIREMENTS OF THE STATE AND LOCAL JURISDICTIONS. THE CITY DEPARTMENT OF ENGINEERING AND BUILDING INSPECTIONS DEPARTMENT AND THE CONSTRUCTION ENGINEER MUST BE NOTIFIED AT LEAST 48 HOURS PRIOR TO ANY WORK WITHIN THE PUBLIC RIGHT OF WAY, OR WORK IMPACTING PUBLIC UTILITIES.4.ALL SITE UTILITY SERVICES SHALL TERMINATE 5' FROM THE EXTERIOR BUILDING WALL UNLESS OTHERWISE NOTED. THE SITE UTILITY CONTRACTOR SHALL COORDINATE WITH THE GENERAL CONTRACTOR, MECHANICAL CONTRACTOR AND MECHANICAL ENGINEER TO DETERMINE THE RESPONSIBILITY OF BRINGING THE SERVICE( S) INTO THE BUILDING, INSPECTIONS AND TESTING PER APPLICABLE GOVERNING AGENCIES.5.PER MINNESOTA DEPARTMENT OF LABOR & INDUSTRY REQUIREMENTS, A MINIMUM OF 18 INCHES OF VERTICAL SEPARATION AND 10 FEET OF HORIZONTAL SEPARATION IS REQUIRED FROM WATERMAIN TO ANY MANHOLE, SEPTIC SYSTEM, CATCH BASIN, SEWER PIPE, OR OTHER SOURCE OF CONTAMINATION, MEASURED FROM THE OUTER EDGE OF THE PIPE TO THE OUTER EDGE OF THE CONTAMINATION SOURCE UNLESS OTHERWISE SHOWN.6. ALL STORM SEWER DOWNSPOUT COLLECTION PIPES AND WYES SHALL BE PVC (SCHEDULE 40). 7.CONTRACTOR TO SUBMIT SHOP DRAWINGS OF STORM STRUCTURE(S) AND UNDERGROUND SYSTEM(S) FOR ENGINEER' S REVIEW.8.CONTRACTOR TO VERIFY UNDERLYING SOILS BENEATH ALL STORMWATER FACILITIES, AND PROVIDE DOCUMENTATION TO THE ENGINEER, PRIOR TO CONSTRUCTION OF THE FACILITIES. 9.ALL PORTIONS OF THE STORM SEWER SYSTEM, INCLUDING CATCH BASINS, LOCATED WITHIN 10 FEET OF THE BUILDING OR WATER SERVICE LINE MUST BE TESTED ACCORDANCE WITH MINNESOTA RULES, PART 4714. ALL JOINTS AND CONNECTIONS SHALL BE GASTIGHT OR WATERTIGHT (SEE MINNESOTA RULES, PART4714).10. REFER TO GEOTECHNICAL EVALUATION REPORT AS PREPARED BY BRAUN 3506 5 STC 3 0 R C P 945.1535068 STC 1 2 R C P 944.0 3 40163 UPD.C COMM 952.21 40165 UPD.C 952.10444444444444 888888888888888888888888888888888888888888888888NOPARKINGNO PARKING NO PARKING PROPOSED BUILDING LOWER LEVEL=952.50 LEVEL 1=974.50 PROPOSED BUILDING FFE=952.50 COLD STORAGE BUILDING FFE=952.50 COLD STORAGE BUILDING FFE=952.50 COLD STORAGE BUILDING FFE=952.50 8 88888888884444N SCALE IN FEET 0 50 100 NORTH KEY PLAN DRAWING NUMBER DRAWING TITLE CLIENT 4201 cedar avenue so. - minneapolis, MN 55407 tel. (612) 904-1332 - fax (612) 904-7366 NOT F O R C O N S T R U C TI O N PROJECT NUMBER 21602.0A REVISION DATE DESCRIPTION BY 1891 Arboretum Boulevard Chanhassen, MN 55317 Xcel Energy Service Center Chanhassen Title: Zachary B. Moen - PE Registration Number: 58688 Date: XX/XX/XXXX By: Title: Professional Engineer I hereby certify that this drawing was prepared by me or under my direct supervision and that I am a duly licensed Professional Engineer under the laws of the State of Minnesota. LOUCKS PROJECT NO. 21602 10/25/2022 WATERSHED SUBMITTAL 11/16/2022 TEP SUBMITTAL 11/16/2022 SCHEMATIC DESIGN PACKAGE 12/05/2022 SD PACKAGE ADDENDUM 01/12/2023 CITY SUBMISSION C4.6 FOUNDATION DRAINTILE OVERALL NOTE: EXISTING CONDITIONS INFORMATION SHOWN IS FROM AN ALTA/NSPS LAND TITLE SURVEY PREPARED BY LOUCKS, DATED 03/24/2022. PARKING STALL COUNT ACCESSIBLE PARKING STALL 2 LEGEND CATCH BASIN STORM SEWER SANITARY SEWER WATERMAIN STORM MANHOLE SANITARY MANHOLE HYDRANT GATE VALVE SPOT ELEVATION SIGN LIGHT POLE POWER POLE WATER MANHOLE / WELL CONTOUR CONCRETE CURB UNDERGROUND ELECTRIC CONCRETE TELEPHONE PEDESTAL UNDERGROUND TELEPHONE UNDERGROUND GAS OVERHEAD UTILITY CHAIN LINK FENCE BUILDING RETAINING WALL NO PARKING UNDERGROUND FIBER OPTIC SANITARY SEWER SERVICE WATER SERVICE ELECTRIC METER GAS METER TREE LINE EXISTING PROPOSED 972 DRAINTILE FORCEMAIN 373PARKING SETBACK LINE BUILDING SETBACK LINE 2 FENCE FLARED END SECTION POST INDICATOR VALVE BENCHMARK SOIL BORING 3DIRECTION OF FLOW 1.0% 972.5 Gopher State One Call WARNING: THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND / OR RELOCATION OF LINES. THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. STORM SEWER NOTES 1.ALL STORM SEWER SHALL BE FURNISHED AND INSTALLED PER THE REQUIREMENTS OF THE SPECIFICATIONS,THE MINNESOTA PLUMBING CODE, THE LOCAL GOVERNING UNIT, AND THE STANDARD UTILITIES SPECIFICATION OF THE CITY ENGINEERS ASSOCIATION OF MINNESOTA CEAM), CURRENT EDITION. 2.ALL UTILITY PIPE BEDDING SHALL BE COMPACTED SAND OR FINE GRANULAR MATERIAL. ALL COMPACTION SHALL BE PERFORMED PER THE REQUIREMENTS OF THE CEAM SPECIFICATION AND THE GEOTECHNICAL REPORT. 3.ALL CONNECTIONS TO EXISTING UTILITIES SHALL BE PERFORMED PER THE REQUIREMENTS OF THE STATE AND LOCAL JURISDICTIONS. THE CITY DEPARTMENT OF ENGINEERING AND BUILDING INSPECTIONS DEPARTMENT AND THE CONSTRUCTION ENGINEER MUST BE NOTIFIED AT LEAST 48 HOURS PRIOR TO ANY WORK WITHIN THE PUBLIC RIGHT OF WAY, OR WORK IMPACTING PUBLIC UTILITIES. 4.ALL SITE UTILITY SERVICES SHALL TERMINATE 5' FROM THE EXTERIOR BUILDING WALL UNLESS OTHERWISE NOTED. THE SITE UTILITY CONTRACTOR SHALL COORDINATE WITH THE GENERAL CONTRACTOR, MECHANICAL CONTRACTOR AND MECHANICAL ENGINEER TO DETERMINE THE RESPONSIBILITY OF BRINGING THE SERVICE(S) INTO THE BUILDING, INSPECTIONS AND TESTING PER APPLICABLE GOVERNING AGENCIES. 5.PER MINNESOTA DEPARTMENT OF LABOR & INDUSTRY REQUIREMENTS, A MINIMUM OF 18 INCHES OF VERTICAL SEPARATION AND 10 FEET OF HORIZONTAL SEPARATION IS REQUIRED FROM WATERMAIN TO ANY MANHOLE, SEPTIC SYSTEM, CATCH BASIN, SEWER PIPE, OR OTHER SOURCE OF CONTAMINATION, MEASURED FROM THE OUTER EDGE OF THE PIPE TO THE OUTER EDGE OF THE CONTAMINATION SOURCE UNLESS OTHERWISE SHOWN. 6.ALL STORM SEWER DOWNSPOUT COLLECTION PIPES AND WYES SHALL BE PVC (SCHEDULE 40). 7.CONTRACTOR TO SUBMIT SHOP DRAWINGS OF STORM STRUCTURE(S) AND UNDERGROUND SYSTEM(S) FOR ENGINEER'S REVIEW. 8.CONTRACTOR TO VERIFY UNDERLYING SOILS BENEATH ALL STORMWATER FACILITIES, AND PROVIDE DOCUMENTATION TO THE ENGINEER, PRIOR TO CONSTRUCTION OF THE FACILITIES. 9.ALL PORTIONS OF THE STORM SEWER SYSTEM, INCLUDING CATCH BASINS, LOCATED WITHIN 10 FEET OF THE BUILDING OR WATER SERVICE LINE MUST BE TESTED ACCORDANCE WITH MINNESOTA RULES, PART 4714. ALL JOINTS AND CONNECTIONS SHALL BE GASTIGHT OR WATERTIGHT (SEE MINNESOTA RULES, PART 4714). 10.REFER TO GEOTECHNICAL EVALUATION REPORT AS PREPARED BY BRAUN INTERTEC, FOR AN EXISTING SUBSURFACE SITE CONDITION ANALYSIS AND CONSTRUCTION RECOMMENDATIONS INCLUDING BUT NOT LIMITED TO: A.REUSE OF ON-SITE SOILS B.GROUNDWATER AND RECOMMENDATIONS FOR EXCAVATION DEWATERING. C.SITE GRADING AND SUBGRADE PREPARATION. D.PAVEMENTS AND EXTERIOR SLABS. E.TRENCH EXCAVATION AND BACKFILL. F.EXTERIOR UTILITY SUPPORTS. G.FROST PROTECTION. 11.CONTRACTOR SHALL PROVIDE AS-BUILT INFORMATION OF CONSTRUCTED STORMWATER MANAGEMENT SYSTEMS & ASSOCIATED INFRASTRUCTURE (RECOMMENDED PRIOR TO BACKFILLING) PER APPLICABLE PERMIT REQUIREMENTS AND/OR DEVELOPMENT AGREEMENTS. 12.ALL UNUSED UTILITY SERVICES SHALL BE ABANDONED PER THE REQUIREMENTS OF THE APPLICABLE GOVERNING AGENCIES. 13.THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL REQUIRED UTILITY PERMITS FROM THE APPLICABLE GOVERNING AGENCIES. NOTES: CAST IRON CASTING REQUIRED. SEE SPECIFICATIONS. END OF LINE CLEANOUT IN LINE CLEANOUT PVC LONG SWEEP BEND SCH. 80 VARIES VARIES ONE PIECE 8" PVC SCH. 80 CLEANOUT RISER DRAINTILE CLEAN-OUT STRUCTURE DRAWN 2/2016 LOUCKS PLATE NO. 4315LOUCKS PVC WYE SCH. 80 DRAWN 3/2018 LOUCKS PLATE NO. EXTERIOR FOUNDATION DRAINTILE DETAIL NOT TO SCALE NOTE 1.SEE MECHANICAL PLANS FOR FOUNDATION DRAINTILE ON INTERIOR OF BUILDING. 2.COORDINATE W/ WALL SUPPLIER FOR SLEEVES THROUGH SITE WALLS. 3.NON-WOVEN GEOTECHNICAL FABRIC SHALL BE PLACED AROUND THE ENTIRE DRAINAGE AGGREGATE FIELD. FULLY ADHERE SEAMS AND CINCH WITH A STAINLESS STEEL RING CLAMP AT CLEANOUT LOCATIONS. PIPE DETAIL 160° 90° 1 4" DIA. HOLE TYPICAL TRENCH DETAIL 2" MIN. 5" MIN. 6" MIN. FINISHED FLOOR ELEVATION APPROVED FREE DRAINING BACKFILL MATERIAL SEE SPECS) COARSE FILTER AGGREGATE MNDOT 3149.2H THE AGGREGATE SHALL BE ROUND RIVER ROCK, WASHED AND FREE OF FINE PARTICLES NON-WOVEN GEOTEXTILE FABRIC AROUND DRAINAGE ROCK - MNDOT 3733, TYPE 1 FOUNDATION SEE STRUCTURAL) 6" PERFORATED SCHEDULE 80 PVC PIPE 5" FROM EDGE OF DRAINTILE TO FACE OF FOUNDATION WALL TO ALLOW FOR PLACEMENT OF INSULATION APPROVED FREE DRAINING BACKFILL MATERIAL SEE SPECS) DRAWN 3/2018 LOUCKS PLATE NO.EXTERIOR FOUNDATION DRAINTILE DETAIL DROPPED FOOTING LOCATIONS NOT TO SCALE 2" MIN. 5" MIN. 6" MIN. FINISHED FLOOR ELEVATION APPROVED FREE DRAINING BACKFILL MATERIAL SEE SPECS) COARSE FILTER AGGREGATE MNDOT 3149.2H THE AGGREGATE SHALL BE ROUND RIVER ROCK, WASHED AND FREE OF FINE PARTICLES NON-WOVEN GEOTEXTILE FABRIC AROUND DRAINAGE ROCK - MNDOT 3733, TYPE 1 FOUNDATION SEE STRUCTURAL) 6" PERFORATED SCHEDULE 80 PVC PIPE 5" FROM EDGE OF DRAINTILE TO FACE OF FOUNDATION WALL TO ALLOW FOR PLACEMENT OF INSULATION INV=949.00 NOTE 1.SEE MECHANICAL DRAWINGS FOR FOUNDATION DRAINTILE ON INTERIOR OF BUILDING. 2.NON-WOVEN GEOTECHNICAL FABRIC SHALL BE PLACED AROUND THE ENTIRE DRAINAGE AGGREGATE FIELD. FULLY ADHERE SEAMS AND CINCH WITH A STAINLESS STEEL RING CLAMP AT CLEANOUT LOCATIONS. PIPE DETAIL 160° 90° 1 4" DIA. HOLE TYPICAL TRENCH DETAIL APPROVED FREE DRAINING BACKFILL MATERIAL SEE SPECS) 175421 3506 5 STC 3 0 R C P 945.1 5 3506 8 STC 1 2 R C P 944.0 3 4444444448888888888888888888888888888888888888888888888888888 NOPARKINGNO PARKING NO PARKING PROPOSED BUILDING LOWER LEVEL=952.50 LEVEL 1=974.50 COLD STORAGE BUILDING FFE=952.50 8 8 888888888CONNECT TO CBMH 61 @ INV=946.75 2)-8" CLEANOUT W/ CAST IRON FRAME & COVER RIM=957.95± INV=949.00± TYP-SEE DETAIL 8" CLEANOUT W/ CAST IRON FRAME & COVER RIM=960.95± INV=949.00± TYP-SEE DETAIL 8" CLEANOUT W/ CAST IRON FRAME & COVER RIM=952.70± INV=949.00± TYP-SEE DETAIL 275 LF-6" PVC DRAINTILE INV=949.00± DT INV=949.00± 111 LF-6" SOLID PVC @ 2.0% 670 LF-6" PVC DRAINTILE INV=949.00± 775 LF-6" PVC DRAINTILE INV=949.00± 8" CLEANOUT W/ CAST IRON FRAME & COVER RIM=952.45± INV=949.00± TYP-SEE DETAIL 8" CLEANOUT W/ CAST IRON FRAME & COVER RIM=952.45± INV=949.00± TYP-SEE DETAIL 8" CLEANOUT W/ CAST IRON FRAME & COVER RIM=952.45± INV=949.00± TYP-SEE DETAIL 8" CLEANOUT W/ CAST IRON FRAME & COVER RIM=952.45± INV=949.00± TYP-SEE DETAIL 8" CLEANOUT W/ CAST IRON FRAME & COVER RIM=952.45± INV=949.00± TYP-SEE DETAIL 8" CLEANOUT W/ CAST IRON FRAME & COVER RIM=952.45± INV=949.00± TYP-SEE DETAIL 8" CLEANOUT W/ CAST IRON FRAME & COVER RIM=974.45± INV=949.00± TYP-SEE DETAIL 8" CLEANOUT W/ CAST IRON FRAME & COVER RIM=974.45± INV=949.00± TYP-SEE DETAIL 8" CLEANOUT W/ CAST IRON FRAME & COVER RIM=964.95± INV=949.00± TYP-SEE DETAIL N SCALE IN FEET 0 30 60 NORTH KEY PLAN DRAWING NUMBER DRAWING TITLE CLIENT 4201 cedar avenue so. - minneapolis, MN 55407 tel. (612) 904-1332 - fax (612) 904-7366 NOT F O R C O N S T R U C TI O N PROJECT NUMBER 21602.0A REVISION DATE DESCRIPTION BY 1891 Arboretum Boulevard Chanhassen, MN 55317 Xcel Energy Service Center Chanhassen Title: Zachary B. Moen - PE Registration Number: 58688 Date: XX/XX/XXXX By: Title: Professional Engineer I hereby certify that this drawing was prepared by me or under my direct supervision and that I am a duly licensed Professional Engineer under the laws of the State of Minnesota. LOUCKS PROJECT NO. 21602 10/25/2022 WATERSHED SUBMITTAL 11/16/2022 TEP SUBMITTAL 11/16/2022 SCHEMATIC DESIGN PACKAGE 12/05/2022 SD PACKAGE ADDENDUM 01/12/2023 CITY SUBMISSION C4.7 FOUNDATION DRAINTILE NORTH NOTE: EXISTING CONDITIONS INFORMATION SHOWN IS FROM AN ALTA/NSPS LAND TITLE SURVEY PREPARED BY LOUCKS, DATED 03/24/2022. PARKING STALL COUNT ACCESSIBLE PARKING STALL 2 LEGEND CATCH BASIN STORM SEWER SANITARY SEWER WATERMAIN STORM MANHOLE SANITARY MANHOLE HYDRANT GATE VALVE SPOT ELEVATION SIGN LIGHT POLE POWER POLE WATER MANHOLE / WELL CONTOUR CONCRETE CURB UNDERGROUND ELECTRIC CONCRETE TELEPHONE PEDESTAL UNDERGROUND TELEPHONE UNDERGROUND GAS OVERHEAD UTILITY CHAIN LINK FENCE BUILDING RETAINING WALL NO PARKING UNDERGROUND FIBER OPTIC SANITARY SEWER SERVICE WATER SERVICE ELECTRIC METER GAS METER TREE LINE EXISTING PROPOSED 972 DRAINTILE FORCEMAIN 373PARKING SETBACK LINE BUILDING SETBACK LINE 2 FENCE FLARED END SECTION POST INDICATOR VALVE BENCHMARK SOIL BORING 3DIRECTION OF FLOW 1.0% 972.5 Gopher State One Call WARNING: THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND / OR RELOCATION OF LINES. THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. STORM SEWER NOTES 1.ALL STORM SEWER SHALL BE FURNISHED AND INSTALLED PER THE REQUIREMENTS OF THE SPECIFICATIONS,THE MINNESOTA PLUMBING CODE, THE LOCAL GOVERNING UNIT, AND THE STANDARD UTILITIES SPECIFICATION OF THE CITY ENGINEERS ASSOCIATION OF MINNESOTA (CEAM), CURRENT EDITION. 2.ALL UTILITY PIPE BEDDING SHALL BE COMPACTED SAND OR FINE GRANULAR MATERIAL. ALL COMPACTION SHALL BE PERFORMED PER THE REQUIREMENTS OF THE CEAM SPECIFICATION AND THE GEOTECHNICAL REPORT. 3.ALL CONNECTIONS TO EXISTING UTILITIES SHALL BE PERFORMED PER THE REQUIREMENTS OF THE STATE AND LOCAL JURISDICTIONS. THE CITY DEPARTMENT OF ENGINEERING AND BUILDING INSPECTIONS DEPARTMENT AND THE CONSTRUCTION ENGINEER MUST BE NOTIFIED AT LEAST 48 HOURS PRIOR TO ANY WORK WITHIN THE PUBLIC RIGHT OF WAY, OR WORK IMPACTING PUBLIC UTILITIES. 4.ALL SITE UTILITY SERVICES SHALL TERMINATE 5' FROM THE EXTERIOR BUILDING WALL UNLESS OTHERWISE NOTED. THE SITE UTILITY CONTRACTOR SHALL COORDINATE WITH THE GENERAL CONTRACTOR, MECHANICAL CONTRACTOR AND MECHANICAL ENGINEER TO DETERMINE THE RESPONSIBILITY OF BRINGING THE SERVICE(S) INTO THE BUILDING, INSPECTIONS AND TESTING PER APPLICABLE GOVERNING AGENCIES. 5.PER MINNESOTA DEPARTMENT OF LABOR & INDUSTRY REQUIREMENTS, A MINIMUM OF 18 INCHES OF VERTICAL SEPARATION AND 10 FEET OF HORIZONTAL SEPARATION IS REQUIRED FROM WATERMAIN TO ANY MANHOLE, SEPTIC SYSTEM, CATCH BASIN, SEWER PIPE, OR OTHER SOURCE OF CONTAMINATION, MEASURED FROM THE OUTER EDGE OF THE PIPE TO THE OUTER EDGE OF THE CONTAMINATION SOURCE UNLESS OTHERWISE SHOWN. 6.ALL STORM SEWER DOWNSPOUT COLLECTION PIPES AND WYES SHALL BE PVC SCHEDULE 40). 7.CONTRACTOR TO SUBMIT SHOP DRAWINGS OF STORM STRUCTURE(S) AND UNDERGROUND SYSTEM(S) FOR ENGINEER'S REVIEW. 8.CONTRACTOR TO VERIFY UNDERLYING SOILS BENEATH ALL STORMWATER FACILITIES, AND PROVIDE DOCUMENTATION TO THE ENGINEER, PRIOR TO CONSTRUCTION OF THE FACILITIES. 9.ALL PORTIONS OF THE STORM SEWER SYSTEM, INCLUDING CATCH BASINS, LOCATED WITHIN 10 FEET OF THE BUILDING OR WATER SERVICE LINE MUST BE TESTED ACCORDANCE WITH MINNESOTA RULES, PART 4714. ALL JOINTS AND CONNECTIONS SHALL BE GASTIGHT OR WATERTIGHT (SEE MINNESOTA RULES, PART 4714). 10.REFER TO GEOTECHNICAL EVALUATION REPORT AS PREPARED BY BRAUN INTERTEC, FOR AN EXISTING SUBSURFACE SITE CONDITION ANALYSIS AND CONSTRUCTION RECOMMENDATIONS INCLUDING BUT NOT LIMITED TO: A.REUSE OF ON-SITE SOILS B.GROUNDWATER AND RECOMMENDATIONS FOR EXCAVATION DEWATERING. C.SITE GRADING AND SUBGRADE PREPARATION. D.PAVEMENTS AND EXTERIOR SLABS. E.TRENCH EXCAVATION AND BACKFILL. F.EXTERIOR UTILITY SUPPORTS. G.FROST PROTECTION. 11.CONTRACTOR SHALL PROVIDE AS-BUILT INFORMATION OF CONSTRUCTED STORMWATER MANAGEMENT SYSTEMS & ASSOCIATED INFRASTRUCTURE RECOMMENDED PRIOR TO BACKFILLING) PER APPLICABLE PERMIT REQUIREMENTS AND/OR DEVELOPMENT AGREEMENTS. 12.ALL UNUSED UTILITY SERVICES SHALL BE ABANDONED PER THE REQUIREMENTS OF THE APPLICABLE GOVERNING AGENCIES. 13.THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL REQUIRED UTILITY PERMITS FROM THE APPLICABLE GOVERNING AGENCIES. NOTES: CAST IRON CASTING REQUIRED. SEE SPECIFICATIONS. END OF LINE CLEANOUT IN LINE CLEANOUT PVC LONG SWEEP BEND SCH. 80 VARIES VARIES ONE PIECE 8" PVC SCH. 80 CLEANOUT RISER DRAINTILE CLEAN-OUT STRUCTURE DRAWN 2/2016 LOUCKS PLATE NO. 4315LOUCKS PVC WYE SCH. 80 DRAWN 3/2018 LOUCKS PLATE NO. EXTERIOR FOUNDATION DRAINTILE DETAIL NOT TO SCALE NOTE 1.SEE MECHANICAL PLANS FOR FOUNDATION DRAINTILE ON INTERIOR OF BUILDING. 2.COORDINATE W/ WALL SUPPLIER FOR SLEEVES THROUGH SITE WALLS. 3.NON-WOVEN GEOTECHNICAL FABRIC SHALL BE PLACED AROUND THE ENTIRE DRAINAGE AGGREGATE FIELD. FULLY ADHERE SEAMS AND CINCH WITH A STAINLESS STEEL RING CLAMP AT CLEANOUT LOCATIONS. PIPE DETAIL 160° 90° 1 4" DIA. HOLE TYPICAL TRENCH DETAIL 2" MIN. 5" MIN. 6" MIN. FINISHED FLOOR ELEVATION APPROVED FREE DRAINING BACKFILL MATERIAL SEE SPECS) COARSE FILTER AGGREGATE MNDOT 3149.2H THE AGGREGATE SHALL BE ROUND RIVER ROCK, WASHED AND FREE OF FINE PARTICLES NON-WOVEN GEOTEXTILE FABRIC AROUND DRAINAGE ROCK - MNDOT 3733, TYPE 1 FOUNDATION SEE STRUCTURAL) 6" PERFORATED SCHEDULE 80 PVC PIPE 5" FROM EDGE OF DRAINTILE TO FACE OF FOUNDATION WALL TO ALLOW FOR PLACEMENT OF INSULATION APPROVED FREE DRAINING BACKFILL MATERIAL SEE SPECS) DRAWN 3/2018 LOUCKS PLATE NO.EXTERIOR FOUNDATION DRAINTILE DETAIL DROPPED FOOTING LOCATIONS NOT TO SCALE 2" MIN. 5" MIN. 6" MIN. FINISHED FLOOR ELEVATION APPROVED FREE DRAINING BACKFILL MATERIAL SEE SPECS) COARSE FILTER AGGREGATE MNDOT 3149.2H THE AGGREGATE SHALL BE ROUND RIVER ROCK, WASHED AND FREE OF FINE PARTICLES NON-WOVEN GEOTEXTILE FABRIC AROUND DRAINAGE ROCK - MNDOT 3733, TYPE 1 FOUNDATION SEE STRUCTURAL) 6" PERFORATED SCHEDULE 80 PVC PIPE 5" FROM EDGE OF DRAINTILE TO FACE OF FOUNDATION WALL TO ALLOW FOR PLACEMENT OF INSULATION INV=949.00 NOTE 1.SEE MECHANICAL DRAWINGS FOR FOUNDATION DRAINTILE ON INTERIOR OF BUILDING. 2.NON-WOVEN GEOTECHNICAL FABRIC SHALL BE PLACED AROUND THE ENTIRE DRAINAGE AGGREGATE FIELD. FULLY ADHERE SEAMS AND CINCH WITH A STAINLESS STEEL RING CLAMP AT CLEANOUT LOCATIONS. PIPE DETAIL 160° 90° 1 4" DIA. HOLE TYPICAL TRENCH DETAIL APPROVED FREE DRAINING BACKFILL MATERIAL SEE SPECS) 176422 40163 UPD.C COMM 952.21 40165 UPD.C 952.1044444444444444488888888888888888888888888888888888888888888888888888888888 PROPOSED BUILDING FFE=952.50 COLD STORAGE BUILDING FFE=952.50 COLD STORAGE BUILDING FFE=952.50 COLD STORAGE BUILDING FFE=952.508888888888444444CONNECTTO CBMH 25 @ INV=946.75 CONNECT TO STMH 31 @ INV=948.30 250 LF-6" PVC DRAINTILE INV=949.00± 320 LF-6" PVC DRAINTILE INV=949.00±(2)-8" CLEANOUT W/ CAST IRON FRAME & COVER RIM=959.95± INV=949.00± TYP-SEE DETAIL 8" CLEANOUT W/ CAST IRON FRAME & COVER RIM=952.95± INV=949.00± TYP-SEE DETAIL 8" CLEANOUT W/ CAST IRON FRAME & COVER RIM=960.95± INV=949.00± TYP-SEE DETAIL 8" CLEANOUT W/ CAST IRON FRAME & COVER RIM=959.45± INV=949.00± TYP-SEE DETAIL 35 LF-6" SOLID PVC @ 2.0% DT INV=949.00± DT INV=949.00± 390 LF-6" PVC DRAINTILE INV=949.00± 390 LF-6" PVC DRAINTILE INV=949.00± 8" CLEANOUT W/ CAST IRON FRAME & COVER RIM=959.45± INV=949.00± TYP-SEE DETAIL 2)-8" CLEANOUT W/ CAST IRON FRAME & COVER RIM=960.95± INV=949.00± TYP-SEEDETAIL8" CLEANOUT W/ CAST IRON FRAME & COVER RIM=952.45± INV=949.00± TYP-SEE DETAIL 12 LF-6" SOLID PVC @ 5.8% 2)-8" CLEANOUT W/ CAST IRON FRAME & COVER RIM=957.95± INV=949.00± TYP-SEE DETAIL 8" CLEANOUT W/ CAST IRON FRAME & COVER RIM=960.95± INV=949.00± TYP-SEE DETAIL 8" CLEANOUT W/ CAST IRON FRAME & COVER RIM=952.45± INV=949.00± TYP-SEE DETAIL 8" CLEANOUT W/ CAST IRON FRAME & COVER RIM=952.70± INV=949.00± TYP-SEE DETAIL DT INV=949.00± 275 LF-6" PVC DRAINTILE INV=949.00± 235 LF-6" PVC DRAINTILE INV=949.00± 58 LF-6" SOLID PVC @ 3.9% CONNECT TO CBMH 92 @ INV=947.03 DT INV=949.00± 8" CLEANOUT W/ CAST IRON FRAME & COVER RIM=952.45± INV=949.00± TYP-SEE DETAIL 8" CLEANOUT W/ CAST IRON FRAME & COVER RIM=952.45± INV=949.00± TYP-SEE DETAIL 8" CLEANOUT W/ CAST IRON FRAME & COVER RIM=952.45± INV=949.00± TYP-SEE DETAIL 2)-8" CLEANOUT W/ CAST IRON FRAME & COVER RIM=952.45± INV=949.00± TYP-SEE DETAIL 310 LF-6" PVC DRAINTILE INV=949.00± 260 LF-6" PVC DRAINTILE INV=949.00± 88 LF-6" SOLID PVC @ 2.2% 8" CLEANOUT W/ CAST IRON FRAME & COVER RIM=952.45± INV=949.00± TYP-SEE DETAIL N SCALE IN FEET 0 30 60 NORTH KEY PLAN DRAWING NUMBER DRAWING TITLE CLIENT 4201 cedar avenue so. - minneapolis, MN 55407 tel. (612) 904-1332 - fax (612) 904-7366 NOT F O R C O N S T R U C TI O N PROJECT NUMBER 21602.0A REVISION DATE DESCRIPTION BY 1891 Arboretum Boulevard Chanhassen, MN 55317 Xcel Energy Service Center Chanhassen Title: Zachary B. Moen - PE Registration Number: 58688 Date: XX/XX/XXXX By: Title: Professional Engineer I hereby certify that this drawing was prepared by me or under my direct supervision and that I am a duly licensed Professional Engineer under the laws of the State of Minnesota. LOUCKS PROJECT NO. 21602 10/25/2022 WATERSHED SUBMITTAL 11/16/2022 TEP SUBMITTAL 11/16/2022 SCHEMATIC DESIGN PACKAGE 12/05/2022 SD PACKAGE ADDENDUM 01/12/2023 CITY SUBMISSION C4.8 FOUNDATION DRAINTILE SOUTH NOTE: EXISTING CONDITIONS INFORMATION SHOWN IS FROM AN ALTA/NSPS LAND TITLE SURVEY PREPARED BY LOUCKS, DATED 03/24/2022. PARKING STALL COUNT ACCESSIBLE PARKING STALL 2 LEGEND CATCH BASIN STORM SEWER SANITARY SEWER WATERMAIN STORM MANHOLE SANITARY MANHOLE HYDRANT GATE VALVE SPOT ELEVATION SIGN LIGHT POLE POWER POLE WATER MANHOLE / WELL CONTOUR CONCRETE CURB UNDERGROUND ELECTRIC CONCRETE TELEPHONE PEDESTAL UNDERGROUND TELEPHONE UNDERGROUND GAS OVERHEAD UTILITY CHAIN LINK FENCE BUILDING RETAINING WALL NO PARKING UNDERGROUND FIBER OPTIC SANITARY SEWER SERVICE WATER SERVICE ELECTRIC METER GAS METER TREE LINE EXISTING PROPOSED 972 DRAINTILE FORCEMAIN 373PARKING SETBACK LINE BUILDING SETBACK LINE 2 FENCE FLARED END SECTION POST INDICATOR VALVE BENCHMARK SOIL BORING 3DIRECTION OF FLOW 1.0% 972.5 Gopher State One Call WARNING: THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND / OR RELOCATION OF LINES. THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. STORM SEWER NOTES 1.ALL STORM SEWER SHALL BE FURNISHED AND INSTALLED PER THE REQUIREMENTS OF THE SPECIFICATIONS,THE MINNESOTA PLUMBING CODE, THE LOCAL GOVERNING UNIT, AND THE STANDARD UTILITIES SPECIFICATION OF THE CITY ENGINEERS ASSOCIATION OF MINNESOTA CEAM), CURRENT EDITION. 2.ALL UTILITY PIPE BEDDING SHALL BE COMPACTED SAND OR FINE GRANULAR MATERIAL. ALL COMPACTION SHALL BE PERFORMED PER THE REQUIREMENTS OF THE CEAM SPECIFICATION AND THE GEOTECHNICAL REPORT. 3.ALL CONNECTIONS TO EXISTING UTILITIES SHALL BE PERFORMED PER THE REQUIREMENTS OF THE STATE AND LOCAL JURISDICTIONS. THE CITY DEPARTMENT OF ENGINEERING AND BUILDING INSPECTIONS DEPARTMENT AND THE CONSTRUCTION ENGINEER MUST BE NOTIFIED AT LEAST 48 HOURS PRIOR TO ANY WORK WITHIN THE PUBLIC RIGHT OF WAY, OR WORK IMPACTING PUBLIC UTILITIES. 4.ALL SITE UTILITY SERVICES SHALL TERMINATE 5' FROM THE EXTERIOR BUILDING WALL UNLESS OTHERWISE NOTED. THE SITE UTILITY CONTRACTOR SHALL COORDINATE WITH THE GENERAL CONTRACTOR, MECHANICAL CONTRACTOR AND MECHANICAL ENGINEER TO DETERMINE THE RESPONSIBILITY OF BRINGING THE SERVICE(S) INTO THE BUILDING, INSPECTIONS AND TESTING PER APPLICABLE GOVERNING AGENCIES. 5.PER MINNESOTA DEPARTMENT OF LABOR & INDUSTRY REQUIREMENTS, A MINIMUM OF 18 INCHES OF VERTICAL SEPARATION AND 10 FEET OF HORIZONTAL SEPARATION IS REQUIRED FROM WATERMAIN TO ANY MANHOLE, SEPTIC SYSTEM, CATCH BASIN, SEWER PIPE, OR OTHER SOURCE OF CONTAMINATION, MEASURED FROM THE OUTER EDGE OF THE PIPE TO THE OUTER EDGE OF THE CONTAMINATION SOURCE UNLESS OTHERWISE SHOWN. 6.ALL STORM SEWER DOWNSPOUT COLLECTION PIPES AND WYES SHALL BE PVC (SCHEDULE 40). 7.CONTRACTOR TO SUBMIT SHOP DRAWINGS OF STORM STRUCTURE(S) AND UNDERGROUND SYSTEM(S) FOR ENGINEER'S REVIEW. 8.CONTRACTOR TO VERIFY UNDERLYING SOILS BENEATH ALL STORMWATER FACILITIES, AND PROVIDE DOCUMENTATION TO THE ENGINEER, PRIOR TO CONSTRUCTION OF THE FACILITIES. 9.ALL PORTIONS OF THE STORM SEWER SYSTEM, INCLUDING CATCH BASINS, LOCATED WITHIN 10 FEET OF THE BUILDING OR WATER SERVICE LINE MUST BE TESTED ACCORDANCE WITH MINNESOTA RULES, PART 4714. ALL JOINTS AND CONNECTIONS SHALL BE GASTIGHT OR WATERTIGHT (SEE MINNESOTA RULES, PART 4714). 10.REFER TO GEOTECHNICAL EVALUATION REPORT AS PREPARED BY BRAUN INTERTEC, FOR AN EXISTING SUBSURFACE SITE CONDITION ANALYSIS AND CONSTRUCTION RECOMMENDATIONS INCLUDING BUT NOT LIMITED TO: A.REUSE OF ON-SITE SOILS B.GROUNDWATER AND RECOMMENDATIONS FOR EXCAVATION DEWATERING. C.SITE GRADING AND SUBGRADE PREPARATION. D.PAVEMENTS AND EXTERIOR SLABS. E.TRENCH EXCAVATION AND BACKFILL. F.EXTERIOR UTILITY SUPPORTS. G.FROST PROTECTION. 11.CONTRACTOR SHALL PROVIDE AS-BUILT INFORMATION OF CONSTRUCTED STORMWATER MANAGEMENT SYSTEMS & ASSOCIATED INFRASTRUCTURE (RECOMMENDED PRIOR TO BACKFILLING) PER APPLICABLE PERMIT REQUIREMENTS AND/OR DEVELOPMENT AGREEMENTS. 12.ALL UNUSED UTILITY SERVICES SHALL BE ABANDONED PER THE REQUIREMENTS OF THE APPLICABLE GOVERNING AGENCIES. 13.THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL REQUIRED UTILITY PERMITS FROM THE APPLICABLE GOVERNING AGENCIES. NOTES: CAST IRON CASTING REQUIRED. SEE SPECIFICATIONS. END OF LINE CLEANOUT IN LINE CLEANOUT PVC LONG SWEEP BEND SCH. 80 VARIES VARIES ONE PIECE 8" PVC SCH. 80 CLEANOUT RISER DRAINTILE CLEAN-OUT STRUCTURE DRAWN 2/2016 LOUCKS PLATE NO. 4315LOUCKS PVC WYE SCH. 80 DRAWN 3/2018 LOUCKS PLATE NO. EXTERIOR FOUNDATION DRAINTILE DETAIL NOT TO SCALE NOTE 1.SEE MECHANICAL PLANS FOR FOUNDATION DRAINTILE ON INTERIOR OF BUILDING. 2.COORDINATE W/ WALL SUPPLIER FOR SLEEVES THROUGH SITE WALLS. 3.NON-WOVEN GEOTECHNICAL FABRIC SHALL BE PLACED AROUND THE ENTIRE DRAINAGE AGGREGATE FIELD. FULLY ADHERE SEAMS AND CINCH WITH A STAINLESS STEEL RING CLAMP AT CLEANOUT LOCATIONS. PIPE DETAIL 160° 90° 1 4" DIA. HOLE TYPICAL TRENCH DETAIL 2" MIN. 5" MIN. 6" MIN. FINISHED FLOOR ELEVATION APPROVED FREE DRAINING BACKFILL MATERIAL SEE SPECS) COARSE FILTER AGGREGATE MNDOT 3149.2H THE AGGREGATE SHALL BE ROUND RIVER ROCK, WASHED AND FREE OF FINE PARTICLES NON-WOVEN GEOTEXTILE FABRIC AROUND DRAINAGE ROCK - MNDOT 3733, TYPE 1 FOUNDATION SEE STRUCTURAL) 6" PERFORATED SCHEDULE 80 PVC PIPE 5" FROM EDGE OF DRAINTILE TO FACE OF FOUNDATION WALL TO ALLOW FOR PLACEMENT OF INSULATION APPROVED FREE DRAINING BACKFILL MATERIAL SEE SPECS) DRAWN 3/2018 LOUCKS PLATE NO.EXTERIOR FOUNDATION DRAINTILE DETAIL DROPPED FOOTING LOCATIONS NOT TO SCALE 2" MIN. 5" MIN. 6" MIN. FINISHED FLOOR ELEVATION APPROVED FREE DRAINING BACKFILL MATERIAL SEE SPECS) COARSE FILTER AGGREGATE MNDOT 3149.2H THE AGGREGATE SHALL BE ROUND RIVER ROCK, WASHED AND FREE OF FINE PARTICLES NON-WOVEN GEOTEXTILE FABRIC AROUND DRAINAGE ROCK - MNDOT 3733, TYPE 1 FOUNDATION SEE STRUCTURAL) 6" PERFORATED SCHEDULE 80 PVC PIPE 5" FROM EDGE OF DRAINTILE TO FACE OF FOUNDATION WALL TO ALLOW FOR PLACEMENT OF INSULATION INV=949.00 NOTE 1.SEE MECHANICAL DRAWINGS FOR FOUNDATION DRAINTILE ON INTERIOR OF BUILDING. 2.NON-WOVEN GEOTECHNICAL FABRIC SHALL BE PLACED AROUND THE ENTIRE DRAINAGE AGGREGATE FIELD. FULLY ADHERE SEAMS AND CINCH WITH A STAINLESS STEEL RING CLAMP AT CLEANOUT LOCATIONS. PIPE DETAIL 160° 90° 1 4" DIA. HOLE TYPICAL TRENCH DETAIL APPROVED FREE DRAINING BACKFILL MATERIAL SEE SPECS) 177423 NORTH KEY PLAN DRAWING NUMBER DRAWING TITLE CLIENT 4201 cedar avenue so. - minneapolis, MN 55407 tel. (612) 904-1332 - fax (612) 904-7366 NOT F O R C O N S T R U C TI O N PROJECT NUMBER 21602.0A REVISION DATE DESCRIPTION BY 1891 Arboretum Boulevard Chanhassen, MN 55317 Xcel Energy Service Center Chanhassen Title: Zachary B. Moen - PE Registration Number: 58688 Date: XX/XX/XXXX By: Title: Professional Engineer I hereby certify that this drawing was prepared by me or under my direct supervision and that I am a duly licensed Professional Engineer under the laws of the State of Minnesota. LOUCKS PROJECT NO. 21602 10/25/2022 WATERSHED SUBMITTAL 11/16/2022 TEP SUBMITTAL 11/16/2022 SCHEMATIC DESIGN PACKAGE 12/05/2022 SD PACKAGE ADDENDUM 01/12/2023 CITY SUBMISSION C8.0 CIVIL DETAILS 178424 NORTH KEY PLAN DRAWING NUMBER DRAWING TITLE CLIENT 4201 cedar avenue so. - minneapolis, MN 55407 tel. (612) 904-1332 - fax (612) 904-7366 NOT F O R C O N S T R U C TI O N PROJECT NUMBER 21602.0A REVISION DATE DESCRIPTION BY 1891 Arboretum Boulevard Chanhassen, MN 55317 Xcel Energy Service Center Chanhassen Title: Zachary B. Moen - PE Registration Number: 58688 Date: XX/XX/XXXX By: Title: Professional Engineer I hereby certify that this drawing was prepared by me or under my direct supervision and that I am a duly licensed Professional Engineer under the laws of the State of Minnesota. LOUCKS PROJECT NO. 21602 10/25/2022 WATERSHED SUBMITTAL 11/16/2022 TEP SUBMITTAL 11/16/2022 SCHEMATIC DESIGN PACKAGE 12/05/2022 SD PACKAGE ADDENDUM 01/12/2023 CITY SUBMISSION C8.1 CIVIL DETAILS 179425 NORTH KEY PLAN DRAWING NUMBER DRAWING TITLE CLIENT 4201 cedar avenue so. - minneapolis, MN 55407 tel. (612) 904-1332 - fax (612) 904-7366 NOT F O R C O N S T R U C TI O N PROJECT NUMBER 21602.0A REVISION DATE DESCRIPTION BY 1891 Arboretum Boulevard Chanhassen, MN 55317 Xcel Energy Service Center Chanhassen Title: Zachary B. Moen - PE Registration Number: 58688 Date: XX/XX/XXXX By: Title: Professional Engineer I hereby certify that this drawing was prepared by me or under my direct supervision and that I am a duly licensed Professional Engineer under the laws of the State of Minnesota. LOUCKS PROJECT NO. 21602 10/25/2022 WATERSHED SUBMITTAL 11/16/2022 TEP SUBMITTAL 11/16/2022 SCHEMATIC DESIGN PACKAGE 12/05/2022 SD PACKAGE ADDENDUM 01/12/2023 CITY SUBMISSION C8.2 CIVIL DETAILS 180426 NORTH KEY PLAN DRAWING NUMBER DRAWING TITLE CLIENT 4201 cedar avenue so. - minneapolis, MN 55407 tel. (612) 904-1332 - fax (612) 904-7366 NOT F O R C O N S T R U C TI O N PROJECT NUMBER 21602.0A REVISION DATE DESCRIPTION BY 1891 Arboretum Boulevard Chanhassen, MN 55317 Xcel Energy Service Center Chanhassen Title: Zachary B. Moen - PE Registration Number: 58688 Date: XX/XX/XXXX By: Title: Professional Engineer I hereby certify that this drawing was prepared by me or under my direct supervision and that I am a duly licensed Professional Engineer under the laws of the State of Minnesota. LOUCKS PROJECT NO. 21602 10/25/2022 WATERSHED SUBMITTAL 11/16/2022 TEP SUBMITTAL 11/16/2022 SCHEMATIC DESIGN PACKAGE 12/05/2022 SD PACKAGE ADDENDUM 01/12/2023 CITY SUBMISSION C8.3 CIVIL DETAILS 12" COMPACTED AGGREGATE BASE CL. 5 MN/DOT 3138 APPROVED SUBGRADE FINISHED GRADE GRAVEL PAVEMENT SECTION DRAWN 6/2020 LOUCKS PLATE NO. LOUCKS TYPICAL ADA PARKING STALL STRIPING DRAWN 03/2017 LOUCKS PLATE NO. 2037LOUCKS LCC 4" WIDE PAINTED LINES, TRAFFIC WHITE 4" WIDE PAINTED LINES, 18" O.C., @ 45 DEG. TRAFFIC WHITE AISLE TO CONTAIN THE DESIGNATION NO PARKING" COMPLYING WITH MSBC 1341.0502 IF ACCESS AISLE SIGNS ARE NOT SHOWN REFER TO SITE PLAN FOR ADA PARKING SIGN LOCATION REFER TO SITE PLAN FOR ACCESS AISLE SIGN LOCATION AISLE TO CONTAIN THE DESIGNATION NO PARKING" COMPLYING WITH MSBC 134.0502 IF ACCESS AISLE SIGNS ARE NOT SHOWN) REFER TO SITE PLAN FOR STALL DIMENSIONS 40"PROVIDE PAINTED INTERNATIONAL SYMBOL OF ACCESSIBILITY AT EACH DESIGNATED HANDICAP PARKING STALL. CENTER SYMBOL IN STALL.HC SIGNAGE PER MINNESOTA RULES 1341. 0502 ALL LINES 4" WIDE 8" DIAMETER NOT TO SCALE 67. 5° 5° 36"SLOPE GUTTER TO MATCH PARKING LOT DRAINAGE 3/4" PER FT. TYP.)TIP GUTTER OUT AS REQ' D PAVEMENT SECTION VARIES MIN. OF 4"3/8 " LIP MINIMUM 1' BEHIND BACKOFCURBAGG. BASE UNDER CURB (IF TOTAL THICKNESS OF SECTION ALLOWS) 7"12" 8"AGG. BASE VARIES 1/2" RAD. 20"DRAWN 1/ 2014 LOUCKS PLATE NO.2012FLAT CURB AND GUTTER ( 12")SPECIFICATION NOTES:1.UPON COMPLETION, CURBING SHOULD BE SPRAYED WITH A MEMBRANE CURING COMPOUND PER MNDOT 3754.2.EXPANSION JOINTS AT MAX. SPACING OF 200'.3.CONSTRUCT IN ACCORDANCE WITH MNDOT 2531. LOUCKS CONCRETE SIDEWALK SECTION 4" CONCRETE WALK MN/DOT 2521 4" GRANULAR MATERIAL MN/DOT 3149 DRAWN 12/ 2016 LOUCKS PLATE NO. 2034 BOLLARD 1/2" CROWN 1" CROWN 3'- 6"3'-0" 6" 24" DIA.2, 500 PSI CONCRETE 6" DIP, CONC.FILLED, PAINT COLOR TO BE SELECTED BY OWNER DRAWN 12/2016 LOUCKS PLATE NO. 2039LOUCKS EV CHARGING SIGN 3#/ FT.3#/ FT.TRAFFIC SIGN SPECIFICATIONS OWNER PROVIDED.CHANNEL POST SPECIFICATIONS STEEL CHANNEL POSTS SHALL WEIGH 3LB. /FT.POSTS SHALL BE OF THE 4-RIB DESIGN, GALVANIZED AND PUNCHED ON 1" CENTERS.3'-0"5'-0"IF INSTALLED IN PAVEMENT, INSTALL V-LOC ANCHOR OR APPROVED EQUAL. DRAWN 5/ 2021 LOUCKS PLATE NO.LOUCKS SIGN TO BE PROVIDED BY OWNER VAN ACCESSIBLE 60" - 66"48" 18" DIA.36"TYPICAL ADA PARKING SIGN / BOLLARD COMBO 12" x18" STANDARD HANDICAP PARKING SIGN WITH SEPARATE 'VAN ACCESSIBLE' PANEL. SYMBOL OF ACCESSIBILITY SHALL BE 4"x4" AND BE WHITE ON A BLUE BACKGROUND. USE HARDWARE PER SIGN SUPPLIER'S RECOMMENDATIONS.HC SIGNAGE PER MINNESOTA RULES 1341.0502 12"x6" STANDARD 'VAN ACCESSIBLE' PANEL.2" DIA. 6' LONG MIN. GALVANIZED SCHEDULE 40 STEEL PIPE. EMBED IN CONCRETE FILLED BOLLARD 6" DIA. SCHEDULE 40 GALVENZIED STEEL PIPE 6' LONG MINIMUM HEAVY DUTY HDPE DOME TOP DECORATIVE SLEEVE ( SEE ARCHITECTURAL FOR COLOR). AVAILABLE FROM BOLLARDSNSLEEVES.COM OR EQUAL.COMPACTED OR UNDISTURBED SUBGRADE. NOTES:1.BOLLARDS TO BE PLACED 12" BEHIND BACK OF CURB OR SIDEWALK (REFER TO SITE PLAN.)2.MAINTAIN PLUMB UNTIL CONCRETE IS SUFFICIENTLY CURED.3. HOLD CONCRETE FOOTING BELOW GRADE OF FINISHED CONCRETE TO CREATE FINAL PAVING PATTERN AS SHOWN ON PLANS.4.SIGN CENTERED AT HEAD OF PARKING SPACE - MAXIMUM OF 96" FROM HEAD OF PARKING SPACE.DRAWN 03/ 2017 LOUCKS PLATE NO.2038ALOUCKS6"18"6" VIOLATORS ARE SUBJECT TO A FINE OF UP TO 200.00 PARKINGRESERVED GRADE AT PARKING SURFACE 2.5" BIT. WEAR COURSE,MN/DOT 2360 SPWEA240E TACK COAT, MN/DOT 2357 2.5" BIT. NON- WEAR COURSE, MN/DOT 2360 SPNWB230E 10" AGG. BASE, CLASS 5 OR 2 MN/DOT 3138 APPROVED SUBGRADE FINISHED GRADE HEAVY DUTY BITUMINOUS PAVEMENT SECTION DRAWN 12/2016 LOUCKS PLATE NO.2032LOUCKS PAVEMENT SECTION BASED ON GEOTECHNICAL REPORT B2207371 BY BRAUN INTERTEC, DATED NOVEMBER 4, 2022 2" BIT. WEAR COURSE,MN/DOT 2360 SPWEA240B TACK COAT, MN/DOT 2357 2" BIT. NON- WEAR COURSE, MN/DOT 2360 SPNWB230B 8" AGG. BASE, CLASS 5 OR 2 MN/DOT 3138 APPROVED SUBGRADE FINISHED GRADE LIGHT DUTY BITUMINOUS PAVEMENT SECTION DRAWN 12/2016 LOUCKS PLATE NO.2031LOUCKS PAVEMENT SECTION BASED ON GEOTECHNICAL REPORT B2207371 BY BRAUN INTERTEC, DATED NOVEMBER 4, 2022 6" COMPACTED AGGREGATE BASE CL. 5 OR 2 MN/DOT 3138 APPROVED SUBGRADE FINISHED GRADE 6" CONCRETE MN/DOT 2301 CONCRETE PAVEMENT SECTION DRAWN 12/ 2016 LOUCKS PLATE NO.2033LOUCKS NOTES:1. CONCRETE SHALL BE REINFORCED WITH ONE OF THE FOLLOWING:1. 1. 6X6 W2.9 X W2.9 EPOXY COATED WELDED WIRE FABRIC AT MIDPOINT OF SLAB 1.2. 3# PCY SYNTHETIC MACRO FIBERS 1.3. OR APPROVED EQUAL 2. CONTRACTION JOINTS SHALL BE SAWED TO A DEPTH OF 1/4 TO 1/3 OF SLAB THICKNESS 3.PROVIDE EXPANSION JOINTS IN ACCORDANCE WITH MNDOT 3702 AND 2301.4.SAW CUTS SHOULD NOT CUT THROUGH THE WELDED WIRE FABRIC OR REINFORCING STEEL AND DOWELS SHOULD BE UTILIZED AT FORMED AND/OR COLD JOINTS. PAVEMENT SECTION BASED ON GEOTECHNICAL REPORT B2207371 BY BRAUN INTERTEC, DATED NOVEMBER 4, 2022 30"30"3" 3 1/2" 8"60" CONCRETE VALLEY GUTTER 6" MIN. AGGREGATE BASE No. 4 REBAR @ 12" O.C. ( TYP)DRAWN 2/ 2016 LOUCKS PLATE NO.2018LOUCKS SLOPE VARIES SEE GRADING PLAN EV CHARGING STATION BASE 48"3" DRAWN 9/2022 LOUCKS PLATE NO.CUSTOMLOUCKS EV CHARGING STATION FURNISHED BY OWNER INSTALLED BY CONTRACTOR ANCHOR BOLTS SHALL BE EMBEDDED INTO CONCRETE BASE PER CHARGING STATION MANUFACTURER'S REQUIREMENTS ELECTRICAL CONDUIT SEE ELECTRICAL 20" DIA. 3,500 PSI CONCRETE 20" VERIFY EXACT SIZE, REINFORCEMENT, AND EMBEDMENT REQUIREMENTS OF CONCRETE BASE WITH EV CHARGING STATION MANUFACTURER 1% TYP SEE GRADING PLAN 1'- 0"1"4 @ 12" O.C. 4 @ 18" O. C.3 NOSING TYP.1'-0" SEE GRADING PLAN1'-0" METAL TUBE RAILING TWO PER SET OF STAIRS EXPANSION JOINT3'-0"CONCRETE STAIRS AND RAILINGS DRAWN 9/2018 LOUCKS PLATE NO.CUSTOMLOUCKS COMPACTED OR UNDISTURBED SUBGRADE 6" MIN. CLASS 5 AGGREGATE GENERAL NOTES: NUMBER OF STAIRS VARIES. SEE SITE & GRADING PLANS FOR ALL ELEVATIONS AND EXACT NUMBER OF STAIRS.ALL REBAR TO BE COVERED BY 2" CONCRETE MIN. CONCRETE SURFACING TO BE MEDIUM BROOM FINISH PERPENDICULAR TO PEDESTRIAN CIRCULATION.CORE DRILL CONCRETE SURFACE TO RECEIVERAILINGS, EPOXY GROUT, AND CONCEAL WITH DECORATIVE PLATES.HANDRAIL TO BE 1-1/2" O.D. BRUSHED ALUMINUM.DRAWN 12/2022 LOUCKS PLATE NO.CUSTOMWETLAND OUTLET SKIMMER STRUCTURE SPECIFICATION NOTES:1.CONTRACTOR TO DETERMINE CAST IN PLACE OR PRECAST. 2.REINFORCEMENT TO BE DETERMINED BY A STRUCTURAL ENGINEER OR THE MANUFACTURER. 3. ACCESS MANHOLE TO BE PROVIDED BY MANUFACTURER. LOUCKS 951. 50 945.20 947. 20 952. 25 ±EX 4'4'4'954.67 2.5'8" 8"42 IN RCP PIPE 42 IN RCP PIPE WETLAND 10.25' 8"14. 67' SKIMMER NORTH KEY PLAN DRAWING NUMBER DRAWING TITLE CLIENT 4201 cedar avenue so. - minneapolis, MN 55407 tel. (612) 904-1332 - fax (612) 904-7366 NOT F O R C O N S T R U C TI O N PROJECT NUMBER 21602.0A REVISION DATE DESCRIPTION BY 1891 Arboretum Boulevard Chanhassen, MN 55317 Xcel Energy Service Center Chanhassen Title: Zachary B. Moen - PE Registration Number: 58688 Date: XX/XX/XXXX By: Title: Professional Engineer I hereby certify that this drawing was prepared by me or under my direct supervision and that I am a duly licensed Professional Engineer under the laws of the State of Minnesota. LOUCKS PROJECT NO. 21602 10/25/2022 WATERSHED SUBMITTAL 11/16/2022 TEP SUBMITTAL 11/16/2022 SCHEMATIC DESIGN PACKAGE 12/05/2022 SD PACKAGE ADDENDUM 01/12/2023 CITY SUBMISSION C8.4 CIVIL DETAILS SHALLOW SEWER INSULATION PIPE 6" MIN. 36" MIN. 54"4"4" 4" 66" FLAT SHEET STYROFOAM INSULATION TYPE SM OR APPROVED EQUAL. OVERLAP INSULATION JOINTS. DRAWN 2/2016 LOUCKS PLATE NO. 4010LOUCKS OR APPROVED EQUAL) OR APPROVED EQUAL) TYPICAL PERFORATED DRAIN TILE DETAIL TRENCH WILL BE LINED WITH FILTER FABRIC 2.0' 1.0'COURSE FILTER AGGREGATE MN/DOT 3149.2H 2" MAX. 2.0' 2.0' 2" MAX. 2.0'1.0'WITH PROTECTIVE WRAP, MEETING MN/DOT PERFORATED PIPE ( PVC OR CORRUGATED PE) MN/DOT 3149. 2J FINE FILTER AGGREGATE ALTERNATIVE SUBDRAIN INSTALLATIONS PERFORATED PIPE ( PVC OR CORRUGATED PE)MEETING MN/DOT 3245 AND 3278SPECS. 3733 SPECFICATION. LOUCKS1'- 4" VARIABLE6"3" 6" VARIES OUTLET FLOW 3'MIN.2"0"- 8" 2"THE PRESERVER SKIMMER & ENERGY DISSIPATOR ( W/ INLET PIPES)OR APPROVED EQUAL CONCRETE ADJUSTING RINGS,MIN. 4" - MAX. 10"NOTE:24"x36" SLAB OPENING FOR NEENAH R-3067 CASTING WITH D.L., D.R. OR TYPE V GRATE.27" SLAB OPENING FOR NEENAH R-3250 & R-1733 CASTING.SUMP CATCH BASIN /MANHOLE MINIMUM SLAB THICKNESS IS 6" FOR 14'DEPTH. INCREASE THICKNESS 1" FOR 4' OF DEPTH GREATER THAN 14'. PRECAST CONCRETE MANHOLE SECTIONS WITH "O"- RING RUBBER GASKETS. SLAB TOP TO BE SET IN A MORTAR BED.6" PRECAST REINFORCED CONCRETE SLAB.STEPS 16" O.C. ON DOWNSTREAM SIDE.EXTRUDED ALUMINUM OR STEEL REINFORCED COPOLYMER PLASTIC.6"DRAWN 2/2016 LOUCKS PLATENO. 4304LOUCKS INLET DRAWN 1/2014 LOUCKS PLATE NO. 2010STANDARD FRENCH DRAIN ROCK MULCH SEE LANDSCAPE PLANS ROCK MULCH SLOPED TO DRAIN) ROCK MULCH SLOPED TO DRAIN)EARTH 6" PERFORATED DRAIN TILE WRAPPED WITH FILTER SOCK AND SLOPED FOR POSITIVE DRAINAGE GEOTEXTILE FABRIC 2 1 EMERGENCYOVERFLOW-CLASS2RIPRAP OVER GEOTEXTILE FABRIC AS SPEC I F I E D 6' MI N. BASIN OVERFLOW TOP OF BERM OVERFLOW ELEVATION AS SPECIFIED PONDING AREA PROTECT SLOPE WITH RIP RAP & FABRIC. AS SPECIFIED DRAWN 2/2016 LOUCKS PLATE NO.3010LOUCKS UNDERGROUND PIPE STORAGE SYSTEM 20 ML PE IMPERMEABLE LINER OVER THE TOP OF PIPE IF REQUIRED) DRAWN 12/2016 LOUCKS PLATE NO. 2002 72"CMP PIPE VARIABLE 1' MIN.)VARIABLE 3' MIN.)NOTE:IF SALTING AGENTS FOR SNOW AND ICE REMOVAL ARE USED ON OR NEAR THE PROJECT, A GEOMEMBRANE BARRIER IS RECOMMENDED WITH THE SYSTEM. THE GEOMEMBRANE LINER IS INTENDED TO HELP PROTECT THE SYSTEM FROM THE POTENTIAL ADVERSE EFFECTS THAT MAY RESULT FROM A CHANCE IN THE SURROUNDING ENVIRONMENT OVER A PERIOD OF TIME. PLEASE REFER TO THE CORRUGATED METAL PIPE DETENTION DESIGN GUIDE FOR ADDITIONAL INFORMATION.SELECT GRANULAR OR BACKFILL MATERIAL SPECIFIED BY MANUFACTURER 6" BASE MATERIAL 6" COVER STORMWATER BASIN DRAWN 12/ 2016 LOUCKS PLATE NO.2002LOUCKS 3:1 M A X NOTES:1.POND TO BE SIZED TO HOLD A 2.5- INCH STORM EVENT OVER THE IMPERVIOUS SURFACE BELOW THE NWL.2.MINIMUM DEPTH OF PERMANENT POOL IS 3 FEET AND MAXIMUM IS 10 FEET.3.FOR BASIN OUTLET, SEE OCS DETAIL.4.FOR OVERFLOW WEIR, SEE BASIN OVERFLOW DETAIL.5.INLET AREAS TO BE STABILIZED TO LIMIT EROSION.6.BASIN OUTLET TO HAVE ENERGY DISSIPATION. 10' MIN. 10:1 MAX NWL 10' MAX.3 1 MA X OUTLET 48" TO 96" 12" MIN.DOGHOUSES SHALL BE GROUTED BOTH ON THE INSIDE AND OUTSIDE OF THE STRUCTURE. PRECAST MANHOLE SECTIONS PROVIDE 14" PLATE WITH LOCKING CLASP & 12" PAD LOCK HOLE. C PIPE SIZE WILL VARY GALVANIZED GRATE SPLIT) 4" X4" OPENINGS OUTLET CONTROL STRUCTURE -WEIR/ ORIFICE INLET PRECAST BASE SLAB INLET ELEVATION A HIGH WATER LEVEL -EMERGENCY OVERFLOW)D 1 4 B 2 41 937.44 OUTLET CONTROL STRUCTURE ELEVATION TABLE 936. 0 938. 0 936.5 938.0 934. 0 945. 15 945.0 OCS NO.A B C D 6" E TOP OF WEIR ELEVATION WEIR TO BE REINFORCED WITH AT LEAST #4 REBAR, 12" ON CENTER.944. 25 943. 0 E ORIFICE OPENING SIZE - F INVERT ELEVATION - G NORMAL WATER ELEVATION 10" Wx8"H 9" Wx6"H F 943. 0 942.0 G WEIR/ ORIFICE E TOP OF WEIR ELEVATION ORIFICE OPENING SIZE - F INVERT ELEVATION - G 72" 72"H H DRAWN 2/ 2016 LOUCKS PLATE NO.4318LOUCKS NOTE: CONTRACTOR TO PROVIDE RETAINING WALL DESIGN/SHOP DRAWINGS SIGNED BY A PROFESSIONAL ENGINEER FOR APPROVAL PRIOR TO CONSTRUCTION.CONTRACTOR TO SUBMIT SHOP DRAWINGS FOR THE STEEL PIPE AND STEEL BRAIDED CABLE WITH ANCHOR SYSTEM EMBEDDED INTO THE SLEEVE IT' FOOTING ANCHOR FOR APPROVAL PRIOR TO CONSTRUCTION.RETAINING WALL INFORMATION: CMU MANUFACTURER: TECHO-BLOC ( OR APPROVED EQUAL) TYPE: SKYSCRAPER COLOR: SHALEGREYPROVIDE CAP TO MATCH DRAWN 2/ 2016 LOUCKS PLATE NO.2047RETAINING WALLLOUCKS GEOGRID AS REQUIRED UNDISTURBED SOIL OR COMPACTED FILL CRUSHED OR COMPACTED ROCK NO CARBONATES) 4" PERFORATED PIPE NO SOCK)12" CLASS 5,COMPACTED TO 95% STANDARD PROCTOR RETAINING WALL MODULAR BLOCK UNIT RETAINING WALL CAP UNIT AN APPROVED EQUAL PRODUCT TO RECON GRAVITY WALL MAY BE USED OLD WORLD TEXTURE -COLOR SELECTION BY OWNER 943. 0 3506 5 STC 3 0 R C P 945.1535068 STC 1 2 R C P 944.0 3 40163 UPD.C COMM 952.21 40165 UPD.C 952.10444444444444 888888888888888888888888888888888888888888888888NOPARKINGNO PARKING NO PARKING PROPOSED BUILDING LOWER LEVEL=952.50 LEVEL 1=974.50 PROPOSED BUILDING FFE=952.50 COLD STORAGE BUILDING FFE=952.50 COLD STORAGE BUILDING FFE=952.50 COLD STORAGE BUILDING FFE=952.50 951 951 952 952 952 953 954 955954955954956957958 960961962961962963 960959961962963955953954956957958960956957958959961962963964960959961962960958959961962963964965961962963964965964960958959961962 963951952955953954 956 9559 5 2 9 5 3 95495495 4 95695 5 953 954 970 971 972 973 974 967 968 969 952953954955960965954956957958959961962963964966967968 960956 957958959 952951952952952952960 965 958 959 961 962 963 964 966 967 968 969 965961962963964966955960956957958959961962970 971 972 973 951952951952952 9519 5 1 95 2 952 96 0965 970 95795 8 9 5 996 1 9 6 2 9639649669679689699 7 1 9 7 2 9 7 3974 965966967968970 975 966967968969 971972973974 976977978979 970975969971972973974976977978 945 950 955 960 965 943944 946 947948949 951952953954 956957958959 961 962 963 964 9 4 0 9 4 5 9419429439 4 4 9 4 6 9359 4 0 9339349 3 6 9 3 7 9 3 8 9 3 9 9 41942 945950943944946947948949951940945941942943944946945942943944946935940933934936937938939941945950942943944946947948949951952945 942 943 94494694594 3944946 8 88940938939941942930935931932933934936937938939 95488888951952955 95 6 95 7 955956957958955955956955 953 954956972973974952 8884444950947948949 951952953 9513506 5 STC 3 0 R C P 945.1535068 STC 1 2 R C P 944.0 3 40163 UPD.C COMM 952.21 40165 UPD.C 952.10 N SCALE IN FEET 0 50 100 NORTH KEY PLAN DRAWING NUMBER DRAWING TITLE CLIENT Title: Nathan W. Ekhoff - LA Registration Number: 58688 Date: XX/XX/XXXX By: Title: Landscape Architect 4201 cedar avenue so. - minneapolis, MN 55407 tel. (612) 904-1332 - fax (612) 904-7366 NOT F O R C O N S T R U C TI O N PROJECT NUMBER 21602.0A REVISION DATE DESCRIPTION BY 1891 Arboretum Boulevard Chanhassen, MN 55317 Xcel Energy Service Center Chanhassen I hereby certify that this drawing was prepared by me or under my direct supervision and that I am a duly licensed Landscape Architect under the laws of the State of Minnesota. LOUCKS PROJECT NO. 21602 10/25/2022 WATERSHED SUBMITTAL 11/16/2022 TEP SUBMITTAL 11/16/2022 SCHEMATIC DESIGN PACKAGE 12/05/2022 SD PACKAGE ADDENDUM 01/12/2023 CITY SUBMISSION NOTE: EXISTING CONDITIONS INFORMATION SHOWN IS FROM AN ALTA/NSPS LAND TITLE SURVEY PREPARED BY LOUCKS, DATED 03/24/2022. Gopher State One Call WARNING: THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND / OR RELOCATION OF LINES. THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. L1.0 TREE PRESERVATION PLAN TREE PRESERVATION CALCULATIONS TOTAL SIGNIFICANT CALIPER INCHES = 3,664 INCHES TOTAL SIGNIFICANT CALIPER INCHES REMOVED = 2,212 INCHES (64%) TOTAL SIGNIFICATN CALIPER INCHES REMAIN =1,449 INCHES (36%) SEE L1.1 TREE INVENTORY SCHEDULE) EXISTING SIGNIFICANT TREES (SEE DEFINITION BELOW) TREE SYMBOL LEGEND AND NOTES: TREE DEFINITIONS SIGNIFICANT TREE - ANY HEALTHY TREE SPECIES MEASURING 12 INCHES OR MORE DBH; OR ANY HEALTHY CONIFEROUS TREE MEASURING 12 FEET IN HEIGHT OR MORE. EXISTING SIGNIFICANT TREE REMOVED (SEE DEFINITION BELOW) 183429 NORTH KEY PLAN DRAWING NUMBER DRAWING TITLE CLIENT Title: Nathan W. Ekhoff - LA Registration Number: 58688 Date: XX/XX/XXXX By: Title: Landscape Architect 4201 cedar avenue so. - minneapolis, MN 55407 tel. (612) 904-1332 - fax (612) 904-7366 NOT F O R C O N S T R U C TI O N PROJECT NUMBER 21602.0A REVISION DATE DESCRIPTION BY 1891 Arboretum Boulevard Chanhassen, MN 55317 Xcel Energy Service Center Chanhassen I hereby certify that this drawing was prepared by me or under my direct supervision and that I am a duly licensed Landscape Architect under the laws of the State of Minnesota. LOUCKS PROJECT NO. 21602 10/25/2022 WATERSHED SUBMITTAL 11/16/2022 TEP SUBMITTAL 11/16/2022 SCHEMATIC DESIGN PACKAGE 12/05/2022 SD PACKAGE ADDENDUM 01/12/2023 CITY SUBMISSION NOTE: EXISTING CONDITIONS INFORMATION SHOWN IS FROM AN ALTA/NSPS LAND TITLE SURVEY PREPARED BY LOUCKS, DATED 03/24/2022. Gopher State One Call WARNING: THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND / OR RELOCATION OF LINES. THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. L1.1 TREE INVENTORY SCHEDULE 1 WI WILLOW 23.5 INCH FAIR SIGNIFICANT X 2 AS GREEN ASH 16.5 INCH GOOD SIGNIFICANT X 3 AS GREEN ASH 19.5 INCH FAIR SIGNIFICANT X 4 AS GREEN ASH 19 INCH FAIR SIGNIFICANT X 5 BA BASSWOOD 41 INCH GOOD SIGNIFICANT X 6 AS GREEN ASH 25 INCH FAIR SIGNIFICANT X 7 BA BASSWOOD 35 INCH GOOD SIGNIFICANT X 8 EL AMERICAN ELM 11 INCH GOOD X 9 AS GREEN ASH 12 INCH FAIR SIGNIFICANT X 10 BO BOXELDER 28 INCH FAIR SIGNIFICANT X 11 BO BOXELDER 11 INCH GOOD X 12 BO BOXELDER 13.5 INCH FAIR SIGNIFICANT X 13 AS GREEN ASH 12 INCH GOOD SIGNIFICANT X 14 BO BOXELDER 11.5 INCH FAIR X 15 AS GREEN ASH 11.5 INCH FAIR X 16 BO BOXELDER 16 INCH FAIR SIGNIFICANT X 17 BO BOXELDER 12.5 INCH FAIR SIGNIFICANT X 18 BO BOXELDER 13.5 INCH FAIR SIGNIFICANT X 19 BO BOXELDER 18.5 INCH FAIR SIGNIFICANT X 20 EL SIBERAN ELM 13 INCH GOOD SIGNIFICANT X 21 EL AMERICAN ELM 30 INCH GOOD SIGNIFICANT X 22 AS GREEN ASH 22.5 INCH FAIR SIGNIFICANT X 23 BO BOXELDER 19.5 INCH GOOD SIGNIFICANT X 24 AS GREEN ASH 14 INCH GOOD SIGNIFICANT X 25 BO BOXELDER 18.5 INCH GOOD SIGNIFICANT X 26 BO BOXELDER 25 INCH GOOD SIGNIFICANT X 27 BO BOXELDER 12 INCH FAIR SIGNIFICANT X 28 BO BOXELDER 11 INCH GOOD X 29 BO BOXELDER 16 INCH GOOD SIGNIFICANT X 30 BO BOXELDER 15.5 INCH GOOD SIGNIFICANT X 31 BO BOXELDER 12 INCH GOOD SIGNIFICANT X 32 BO BOXELDER 12.5 INCH GOOD SIGNIFICANT X 33 BO BOXELDER 50 INCH FAIR SIGNIFICANT X 34 BO BOXELDER 12 INCH GOOD SIGNIFICANT X 35 BO BOXELDER 20 INCH FAIR SIGNIFICANT X 36 AS GREEN ASH 10 INCH GOOD X 37 BO BOXELDER 16 INCH FAIR SIGNIFICANT X 38 BO BOXELDER 12 INCH GOOD SIGNIFICANT X 39 BO BOXELDER 17 INCH FAIR SIGNIFICANT X 40 BO BOXELDER 31 INCH FAIR SIGNIFICANT X 41 BO BOXELDER 27.5 INCH FAIR SIGNIFICANT X 42 BO BOXELDER 11 INCH FAIR X 43 BO BOXELDER 10 INCH GOOD X 44 BO BOXELDER 10 INCH GOOD X 45 AS GREEN ASH 26 INCH POOR SIGNIFICANT X 46 BO BOXELDER 14.5 INCH GOOD SIGNIFICANT X 47 EL AMERICAN ELM 17 INCH GOOD SIGNIFICANT X 48 BO BOXELDER 11.5 INCH GOOD X 49 BO BOXELDER 10.5 INCH GOOD X 50 BO BOXELDER 11 INCH GOOD X 51 BO BOXELDER 11 INCH FAIR X 52 AS GREEN ASH 16.5 INCH FAIR SIGNIFICANT X 53 AS GREEN ASH 21.5 INCH FAIR SIGNIFICANT X 54 BO BOXELDER 12.5 INCH GOOD SIGNIFICANT X 55 BO BOXELDER 10 INCH FAIR X 56 CE RED CEDAR 29 INCH FAIR SIGNIFICANT X 57 BO BOXELDER 12 INCH FAIR SIGNIFICANT X 58 BO BOXELDER 16 INCH FAIR SIGNIFICANT X 59 BO BOXELDER 14.5 INCH GOOD SIGNIFICANT X 60 AS GREEN ASH 11 INCH POOR X 61 BO BOXELDER 10 INCH FAIR X 62 BO BOXELDER 14.5 INCH FAIR SIGNIFICANT X 63 BO BOXELDER 14 INCH GOOD SIGNIFICANT X 64 BO BOXELDER 10 INCH GOOD X 65 BO BOXELDER 14 INCH GOOD SIGNIFICANT X 66 BO BOXELDER 11.5 INCH GOOD X 67 BO BOXELDER 13.5 INCH FAIR SIGNIFICANT X 68 BO BOXELDER 11 INCH FAIR X 69 BO BOXELDER 12 INCH FAIR SIGNIFICANT X 70 BO BOXELDER 12 INCH FAIR SIGNIFICANT X 71 BO BOXELDER 10 INCH FAIR X 72 BO BOXELDER 11.5 INCH FAIR X 73 BO BOXELDER 18 INCH FAIR SIGNIFICANT X 74 BO BOXELDER 17.5 INCH FAIR SIGNIFICANT X 75 EL AMERICAN ELM 30.5 INCH GOOD SIGNIFICANT X 76 BO BOXELDER 11 INCH GOOD X 77 EL AMERICAN ELM 12 INCH FAIR SIGNIFICANT X 78 BO BOXELDER 14 INCH FAIR SIGNIFICANT X 79 EL AMERICAN ELM 18 INCH FAIR SIGNIFICANT X 80 BO BOXELDER 13 INCH GOOD SIGNIFICANT X 81 HB HACKBERRY 12.5 INCH GOOD SIGNIFICANT X 82 BO BOXELDER 15.5 INCH FAIR SIGNIFICANT X 83 BO BOXELDER 13.5 INCH GOOD SIGNIFICANT X 84 BO BOXELDER 15 INCH FAIR SIGNIFICANT X 85 BO BOXELDER 17 INCH POOR SIGNIFICANT X 86 BO BOXELDER 12 INCH FAIR SIGNIFICANT X 87 BO BOXELDER 10 INCH GOOD X 88 WI WILLOW 31 INCH FAIR SIGNIFICANT X 89 WI WILLOW 21.5 INCH GOOD SIGNIFICANT X 90 WI WILLOW 11.5 INCH FAIR X 91 WI WILLOW 24 INCH GOOD SIGNIFICANT X 92 WI WILLOW 29 INCH FAIR SIGNIFICANT X 93 WI WILLOW 11 INCH GOOD X 94 WI WILLOW 74 INCH GOOD SIGNIFICANT X 95 WI WILLOW 11 INCH GOOD X 96 WI WILLOW 11 INCH GOOD X 97 WI WILLOW 19 INCH FAIR SIGNIFICANT X 98 WI WILLOW 18 INCH GOOD SIGNIFICANT X 99 WI WILLOW 11 INCH GOOD X 100 CO COTTONWOOD 14 INCH GOOD SIGNIFICANT X 101 CO COTTONWOOD 15 INCH GOOD SIGNIFICANT X 102 CO COTTONWOOD 10 INCH GOOD X 103 CO COTTONWOOD 15 INCH GOOD SIGNIFICANT X 104 CO COTTONWOOD 10.5 INCH GOOD X 105 CO COTTONWOOD 11.5 INCH GOOD X 106 CO COTTONWOOD 12 INCH GOOD SIGNIFICANT X 107 CO COTTONWOOD 10.5 INCH GOOD X 108 OL OLIVE RUSSIAN 15 INCH FAIR SIGNIFICANT X 109 CO COTTONWOOD 10 INCH GOOD X 110 CO COTTONWOOD 11 INCH GOOD X 111 CO COTTONWOOD 10 INCH GOOD X 112 EL AMERICAN ELM 16 INCH FAIR SIGNIFICANT X 113 WI WILLOW 56 INCH FAIR SIGNIFICANT X 114 CO COTTONWOOD 36 INCH POOR SIGNIFICANT X 115 CO COTTONWOOD 12 INCH GOOD SIGNIFICANT X 116 EL AMERICAN ELM 12.5 INCH GOOD SIGNIFICANT X 117 AS GREEN ASH 11 INCH GOOD X 118 BO BOXELDER 21 INCH FAIR SIGNIFICANT X 119 BO BOXELDER 16 INCH FAIR SIGNIFICANT X 120 BO BOXELDER 30 INCH FAIR SIGNIFICANT X 121 AS GREEN ASH 11 INCH GOOD X 122 BO BOXELDER 11 INCH GOOD X 123 BO BOXELDER 20 INCH FAIR SIGNIFICANT X 124 FR CHERRY BLACK 16 INCH GOOD SIGNIFICANT X 125 AS GREEN ASH 14 INCH GOOD SIGNIFICANT X 126 AS GREEN ASH 10 INCH GOOD X 127 AS GREEN ASH 10 INCH GOOD X 128 BO BOXELDER 13.5 INCH FAIR SIGNIFICANT X 129 BO BOXELDER 11 INCH FAIR X 130 BO BOXELDER 12 INCH FAIR SIGNIFICANT X 131 AS GREEN ASH 10.5 INCH GOOD X 132 BO BOXELDER 18.5 INCH FAIR SIGNIFICANT X 133 BO BOXELDER 17 INCH FAIR SIGNIFICANT X 134 BO BOXELDER 17 INCH FAIR SIGNIFICANT X 135 AS GREEN ASH 10.5 INCH GOOD X 136 BO BOXELDER 10 INCH FAIR X 137 BO BOXELDER 13.5 INCH GOOD SIGNIFICANT X 138 BO BOXELDER 11 INCH GOOD X 139 BO BOXELDER 10.5 INCH GOOD X 140 BO BOXELDER 11 INCH GOOD X 141 BO BOXELDER 27 INCH GOOD SIGNIFICANT X 142 BO BOXELDER 18 INCH GOOD SIGNIFICANT X 143 BO BOXELDER 20 INCH FAIR SIGNIFICANT X 144 BO BOXELDER 11.5 INCH GOOD X 145 BO GREEN ASH 11.5 INCH GOOD X 146 BO GREEN ASH 11 INCH GOOD X 147 BO GREEN ASH 10.5 INCH GOOD X 148 BO GREEN ASH 10.5 INCH GOOD X 149 AS GREEN ASH 11 INCH GOOD X 150 BO BOXELDER 28 INCH FAIR SIGNIFICANT X 151 BO BOXELDER 27 INCH FAIR SIGNIFICANT X 152 WI WILLOW 20 INCH GOOD SIGNIFICANT X 153 WI WILLOW 47 INCH FAIR SIGNIFICANT X 154 BO BOXELDER 11.5 INCH FAIR X 155 BO BOXELDER 17 INCH FAIR SIGNIFICANT X 156 BO BOXELDER 19 INCH FAIR SIGNIFICANT X 157 BO BOXELDER 10.5 INCH FAIR X 158 OA BICOLOR OAK 12 INCH GOOD SIGNIFICANT X 159 BO BOXELDER 18 INCH FAIR SIGNIFICANT X 160 BO BOXELDER 20 INCH FAIR SIGNIFICANT X 161 BO BOXELDER 10 INCH GOOD X 162 BO BOXELDER 13 INCH FAIR SIGNIFICANT X 163 OA BICOLOR OAK 12 INCH GOOD SIGNIFICANT X 164 OA BICOLOR OAK 10 INCH GOOD X 165 MA SUGAR MAPLE 11 INCH POOR X 166 AS GREEN ASH 11 INCH GOOD X 167 AS GREEN ASH 13 INCH GOOD SIGNIFICANT X 168 AS GREEN ASH 11.5 INCH GOOD X 169 MA SUGAR MAPLE 13.5 INCH GOOD SIGNIFICANT X 170 BO BOXELDER 10.5 INCH GOOD X 171 BO BOXELDER 21.5 INCH FAIR SIGNIFICANT X 172 BO BOXELDER 14 INCH FAIR SIGNIFICANT X 173 BO BOXELDER 22 INCH GOOD SIGNIFICANT X 174 BO BOXELDER 13 INCH GOOD SIGNIFICANT X 175 BO BOXELDER 23 INCH FAIR SIGNIFICANT X 176 BO BOXELDER 12 INCH GOOD X 177 BO BOXELDER 14 INCH GOOD SIGNIFICANT X 178 BO BOXELDER 14 INCH FAIR SIGNIFICANT X 179 BO BOXELDER 10 INCH FAIR X 180 BO BOXELDER 11 INCH GOOD X 181 BO BOXELDER 10 INCH POOR X 182 BO BOXELDER 19 INCH FAIR SIGNIFICANT X 183 BO BOXELDER 18 INCH GOOD SIGNIFICANT X 184 BO BOXELDER 10 INCH GOOD X 185 BO BOXELDER 12 INCH GOOD SIGNIFICANT X 186 BO BOXELDER 14.5 INCH GOOD SIGNIFICANT X 187 EL AMERICAN ELM 14.5 INCH GOOD SIGNIFICANT X 188 AS GREEN ASH 13.5 INCH GOOD SIGNIFICANT X 189 BO BOXELDER 11 INCH GOOD X 190 BO BOXELDER 25 INCH FAIR SIGNIFICANT X 191 BO BOXELDER 10.5 INCH FAIR X 192 BA BASSWOOD 11 INCH GOOD X 193 OA BUR OAK 29 INCH GOOD SIGNIFICANT X 194 BO BOXELDER 10.5 INCH FAIR X 195 BO BOXELDER 27 INCH FAIR SIGNIFICANT X 196 BO BOXELDER 12.5 INCH GOOD SIGNIFICANT X 197 BO BOXELDER 35 INCH FAIR SIGNIFICANT X 198 BO BOXELDER 11 INCH FAIR X 199 BA BASSWOOD 34 INCH FAIR SIGNIFICANT X 200 BA BASSWOOD 12.5 INCH GOOD SIGNIFICANT X 201 BA BASSWOOD 18 INCH FAIR SIGNIFICANT X 202 BO BOXELDER 30 INCH FAIR SIGNIFICANT X 203 BO BOXELDER 14.5 INCH FAIR SIGNIFICANT X 204 BO BOXELDER 24 INCH FAIR SIGNIFICANT X 205 MA SUGAR MAPLE 21 INCH GOOD SIGNIFICANT X 206 BO BOXELDER 11.5 INCH GOOD X 207 BO BOXELDER 24 INCH FAIR SIGNIFICANT X 208 BO BOXELDER 11.5 INCH FAIR X 209 OA RED OAK 12.5 INCH GOOD SIGNIFICANT X 210 MA SUGAR MAPLE 13 INCH GOOD SIGNIFICANT X 211 OA RED OAK 15 INCH GOOD SIGNIFICANT X 212 BO BOXELDER 10.5 INCH FAIR X 213 BO BOXELDER 15.5 INCH FAIR SIGNIFICANT X 214 BO BOXELDER 12 INCH GOOD SIGNIFICANT X 215 WI WILLOW 22 INCH FAIR SIGNIFICANT X 216 WI WILLOW 10 INCH GOOD X 217 WI WILLOW 10.5 INCH GOOD X 218 WI WILLOW 11 INCH GOOD X 219 BO BOXELDER 16 INCH FAIR SIGNIFICANT X 220 BO BOXELDER 34 INCH FAIR SIGNIFICANT X 221 BO BOXELDER 19 INCH FAIR SIGNIFICANT X 222 BO BOXELDER 27.5 INCH FAIR SIGNIFICANT X 224 BO BOXELDER 13 INCH GOOD SIGNIFICANT X 225 MA SUGAR MAPLE 17.5 INCH GOOD SIGNIFICANT X 226 OA RED OAK 23 INCH GOOD SIGNIFICANT X 227 BA BASSWOOD 18 INCH FAIR SIGNIFICANT X 228 BA BASSWOOD 11 INCH FAIR X 229 BA BASSWOOD 20 INCH GOOD SIGNIFICANT X 230 BA BASSWOOD 16.5 INCH FAIR SIGNIFICANT X 231 BA BASSWOOD 13 INCH FAIR SIGNIFICANT X 232 OA BUR OAK 45 INCH GOOD SIGNIFICANT X 233 OA BUR OAK 32 INCH POOR SIGNIFICANT X 234 BA BASSWOOD 50 INCH GOOD SIGNIFICANT X 235 OA BUR OAK 33 INCH GOOD SIGNIFICANT X 236 EL AMERICAN ELM 11 INCH GOOD X 237 BO BOXELDER 12 INCH GOOD SIGNIFICANT X 238 BO BOXELDER 15 INCH GOOD SIGNIFICANT X 239 BO BOXELDER 31 INCH FAIR SIGNIFICANT X 240 BO BOXELDER 20 INCH FAIR SIGNIFICANT X 241 BO BOXELDER 15 INCH FAIR SIGNIFICANT X 242 AS GREEN ASH 16.5 INCH GOOD SIGNIFICANT X 243 BO BOXELDER 11 INCH GOOD X 244 BO BOXELDER 10 INCH FAIR X 245 BO BOXELDER 13 INCH GOOD SIGNIFICANT X 246 BO BOXELDER 11 INCH GOOD X 247 BO BOXELDER 12 INCH GOOD SIGNIFICANT X 248 BO BOXELDER 11 INCH GOOD X 249 BO BOXELDER 11 INCH GOOD X 250 BO BOXELDER 13 INCH GOOD SIGNIFICANT X 251 EL AMERICAN ELM 20 INCH GOOD SIGNIFICANT X 252 EL AMERICAN ELM 12 INCH GOOD SIGNIFICANT X 253 BO BOXELDER 10.5 INCH GOOD X 254 BO BOXELDER 11.5 INCH GOOD X 255 BO BOXELDER 36 INCH FAIR SIGNIFICANT X 256 BO BOXELDER 22 INCH GOOD SIGNIFICANT X 257 BO BOXELDER 12.5 INCH GOOD SIGNIFICANT X 258 BO BOXELDER 16 INCH GOOD SIGNIFICANT X 259 EL AMERICAN ELM 12 INCH GOOD SIGNIFICANT X 260 BO BOXELDER 15.5 INCH FAIR SIGNIFICANT X 261 BO BOXELDER 28 INCH FAIR SIGNIFICANT X 262 BO BOXELDER 15 INCH FAIR SIGNIFICANT X 263 BO BOXELDER 14 INCH FAIR SIGNIFICANT X 264 BO BOXELDER 14.5 INCH FAIR SIGNIFICANT X 265 BO BOXELDER 13.5 INCH FAIR SIGNIFICANT X 266 BO BOXELDER 27 INCH FAIR SIGNIFICANT X 267 BO BOXELDER 17 INCH FAIR SIGNIFICANT X 268 BO BOXELDER 13.5 INCH FAIR SIGNIFICANT X 269 BO BOXELDER 30 INCH FAIR SIGNIFICANT X 270 BO BOXELDER 14 INCH POOR SIGNIFICANT X 271 BO BOXELDER 14 INCH FAIR SIGNIFICANT X 272 EL AMERICAN ELM 14.5 INCH FAIR SIGNIFICANT X 273 EL AMERICAN ELM 22 INCH FAIR SIGNIFICANT X 274 OA BUR OAK 11.5 INCH GOOD X 275 AS GREEN ASH 12 INCH FAIR SIGNIFICANT X 276 AS GREEN ASH 12.5 INCH FAIR SIGNIFICANT X NAME TAG SPECIES DBH INCH CONDITION CLASSIFICATION REMOVED REMAIN NAME TAG SPECIES DBH INCH CONDITION CLASSIFICATION REMOVED REMAIN NAME TAG SPECIES DBH INCH CONDITION CLASSIFICATION REMOVED REMAIN 184430 40163 UPD.C COMM 952.21 40165 UPD.C 952.10444444444444 888888888888888888888888888888888888888888888888NOPARKINGNO PARKING NO PARKING PROPOSED BUILDING LOWER LEVEL=952.50 LEVEL 1=974.50 PROPOSED BUILDING FFE=952.50 COLD STORAGE BUILDING FFE=952.50 COLD STORAGE BUILDING FFE=952.50 COLD STORAGE BUILDING FFE=952.50 951 951 952 952 952 953 954 9559 5 4 955954956957958 960961962961962963 960959961962963955953954956957958960956957958959961962963964960959961962960958959961962963964965961962963964965964960958959961962 963951952955953954 956 9559 5 2 95395495495 4 95695 5 953 954 970 971 972 973 974 967 968 969 952953954955960965954956957958959961962963964966967968 960956 957958959 952951952952952952960 965 958 959 961 962 963 964 966 967 968 969 965961962963964966955960956957958959961962970 971 972 973 951952951952952 9519 5 1 95 2 952 96 0965 970 9579 5 8 9 5 996 1 9 6 2 9639649669679689699 7 1 9 7 2 9 7 3974 965966967968970 975 966967968969 971972973974 976977978979 970975969971972973974976977978 945 950 955 960 965 943944 946 947948949 951952953954 956957958959 961 962 963 964 94 0 9 4 5 9419429439 4 4 9 4 6 9359 4 0 9339349 3 6 9 3 7 9 3 8 9 3 9 9 41942 945950943944946947948949951940945941942943944946945942943944946935940933934936937938939941945950942943944946947948949951952945 942 943 9449469459 43944946 8 88940938939941942930935931932933934936937938939 95488888951952955 95 6 95 7 955956957958955955956955 953 954956972973974952 8884444950947948949 951952953 951LIMITS OF IRRIGATION (TYP.) LIMITS OF IRRIGATION (TYP.) LIMITS OF IRRIGATION (TYP.) LIMITS OF IRRIGATION (TYP.) TREE PROTECTION FENCE (TYP.) TREE PROTECTION FENCE (TYP.) TREE PROTECTION FENCE (TYP.) TREE PROTECTION FENCE (TYP.) TREE PROTECTION FENCE (TYP.) DECIDUOUS TREES QTY COMMON NAME BOTANICAL NAME CONT SIZE SIZE AE 14 ACCOLADE ELM Ulmus `Morton`B & B 2.5"Cal AMG 18 ARMSTRONG GOLD MAPLE Acer freemanii `JFS-KW78`B & B 2.5"Cal CSO 18 CRIMSON SPIRE OAK Quercus alba x Quercus robur B & B 2.5"Cal KC 5 KENTUCKY COFFEETREE Gymnocladus dioica B & B 2.5"Cal GB2 4 MAGYAR GINKGO MALE NON-FRUITING Ginkgo biloba 'Magyar'B & B 2.5"Cal NP 4 NORTHERN PIN OAK Quercus ellipsoidalis B & B 2.5"Cal QA 16 QUAKING ASPEN Populus tremuloides B & B 2.5"Cal RB 10 RIVER BIRCH CLUMP Betula nigra B & B 8` HGT SGM 9 SIENNA GLEN MAPLE Acer freemanii `Sienna Glen`B & B 2.5"Cal SKH 18 SKYLINE HONEYLOCUST Gleditsia triacanthos `Skycole`B & B 2.5"Cal GD2 19 STREET KEEPER HONEYLOCUST Gleditsia triacanthos inermis 'Draves' TM B & B 2.5"Cal QB 3 SWAMP WHITE OAK Quercus bicolor B & B 2.5"Cal EVERGREEN TREES QTY COMMON NAME BOTANICAL NAME CONT SIZE SIZE BS 12 BLACK HILLS SPRUCE FULL FORM Picea glauca `Densata`B & B 6` HGT PW2 5 WHITE PINE Pinus alba B & B 10` HGT. ORNAMENTAL TREES QTY COMMON NAME BOTANICAL NAME CONT SIZE SIZE AG 6 AMUR MAPLE Acer ginnala B & B 2.5"Cal NR 6 NORTHERN STRAIN REDBUD Cercis canadensis B & B 2.5"Cal PC 8 PRAIRIFIRE CRABAPPLE Malus x `Prairifire`B & B 2.5"Cal TH 16 THORNLESS HAWTHORN Crataegus crus-galli `Inermis`B & B 1.5"Cal GROUND COVERS CODE COMMON NAME BOTANICAL NAME SD-02 NO MOW SEED MIX**SEED MIX BY PRAIRIE NURSERY OR EQUAL SD-01 RUSTY PATCHED BUMBLE BEE (RPBB)** POLLINATOR SEED MIX REFER TO SPEC SECTION 32-9219 SEED MIX BY MINNESOTA NATIVE LANDSCAPES OR EQUAL SM-01 STONE MULCH-1 GRAY TRAP ROCK 2.5" OVER FABRIC SM-02 STONE MULCH-2 GRAY TRAP ROCK 5"-12" RIP RAP OVER FABRIC SOD TURF SOD PLANT SCHEDULE N SCALE IN FEET 0 50 100 NORTH KEY PLAN DRAWING NUMBER DRAWING TITLE CLIENT Title: Nathan W. Ekhoff - LA Registration Number: 58688 Date: XX/XX/XXXX By: Title: Landscape Architect 4201 cedar avenue so. - minneapolis, MN 55407 tel. (612) 904-1332 - fax (612) 904-7366 NOT F O R C O N S T R U C TI O N PROJECT NUMBER 21602.0A REVISION DATE DESCRIPTION BY 1891 Arboretum Boulevard Chanhassen, MN 55317 Xcel Energy Service Center Chanhassen I hereby certify that this drawing was prepared by me or under my direct supervision and that I am a duly licensed Landscape Architect under the laws of the State of Minnesota. LOUCKS PROJECT NO. 21602 10/25/2022 WATERSHED SUBMITTAL 11/16/2022 TEP SUBMITTAL 11/16/2022 SCHEMATIC DESIGN PACKAGE 12/05/2022 SD PACKAGE ADDENDUM 01/12/2023 CITY SUBMISSION NOTE: EXISTING CONDITIONS INFORMATION SHOWN IS FROM AN ALTA/NSPS LAND TITLE SURVEY PREPARED BY LOUCKS, DATED 03/24/2022. Gopher State One Call WARNING: THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND / OR RELOCATION OF LINES. THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. L2.0 LANDSCAPE PLAN OVERALL GENERAL NOTES: CONTRACTOR SHALL VISIT SITE PRIOR TO SUBMITTING BID. CONTRACTOR SHALL INSPECT SITE AND BECOME FAMILIAR WITH EXISTING CONDITIONS RELATING TO THE NATURE AND SCOPE OF WORK. VERIFY LAYOUT AND ANY DIMENSIONS SHOWN AND BRING TO THE ATTENTION OF THE LANDSCAPE ARCHITECT ANY DISCREPANCIES WHICH MAY COMPROMISE THE DESIGN AND/OR INTENT OF THE PROJECT'S LAYOUT. ASSURE COMPLIANCE WITH ALL APPLICABLE CODES AND REGULATIONS GOVERNING THE WORK OR MATERIALS SUPPLIED. CONTRACTOR SHALL PROTECT ALL EXISTING ROADS, CURBS/GUTTERS, TRAILS, TREES, LAWNS AND SITE ELEMENTS DURING PLANTING OPERATIONS. ANY DAMAGE TO SAME SHALL BE REPAIRED AT NO COST TO THE OWNER. CONTRACTOR SHALL VERIFY ALIGNMENT AND LOCATION OF ALL UNDERGROUND AND ABOVE GRADE UTILITIES. CONTRACTOR TO PROVIDE THE NECESSARY PROTECTION FOR THE UTILITIES BEFORE CONSTRUCTION / MATERIAL INSTALLATION BEGINS. CONTRACTOR TO NOTIFY GENERAL CONTRACTOR OF ANY CONCERNS PRIOR TO INSTALLATION OF PLANTINGS. EXISTING CONTOURS, TRAILS, VEGETATION, CURB/GUTTER AND OTHER EXISTING ELEMENTS BASED UPON INFORMATION SUPPLIED TO LANDSCAPE ARCHITECT BY OTHERS. CONTRACTOR SHALL VERIFY ANY AND ALL DISCREPANCIES PRIOR TO CONSTRUCTION AND NOTIFY LANDSCAPE ARCHITECT OF SAME. THE ALIGNMENT AND GRADES OF THE PROPOSED WALKS, TRAILS AND/OR ROADWAYS ARE SUBJECT TO FIELD ADJUSTMENT REQUIRED TO CONFORM TO LOCALIZED TOPOGRAPHIC CONDITIONS AND TO MINIMIZE TREE REMOVAL AND GRADING. ANY CHANGE IN ALIGNMENT MUST BE APPROVED BY LANDSCAPE ARCHITECT. SHEET L2.1 SHEET L2.2 DUE TO EXISTING PLANTINGS ON OR VERY CLOSE TO THE NORTH, SOUTH AND WEST PROPERTY LINES IN THE BUFFER YARDS, THE APPROPRIATE AMOUNT OF PROPOSED PLANTINGS ARE PROVIDED TO AVOID OVER PLANTING AND ENCOURAGE LONG TERM HEALTH OF EXISTING AND PROPOSED PLANT MATERIAL.** SEE L2.1 AND L2.2 FOR ENLARGEMENTS AND LABELED PLANTS NATIVE SEED PLANTING REQUIREMENTS: GENERAL CONTRACTOR QUALIFICATIONS REQUIRE THE ENGAGEMENT OF AN EXPERIENCED INSTALLER WHO SPECIALIZES IN THE ESTABLISHMENT AND RESTORATION OF NATIVE PLANT COMMUNITIES SIMILAR TO THE DESIGN AND EXTENT INDICATED FOR THIS PROJECT AND WITH A RECORD OF SUCCESSFUL IN-SERVICE PERFORMANCE. CONTRACTOR TO SUPPLY A SEEDING SCHEDULE, INCLUDING DATES AND METHOD OF SEEDING, TO BE APPROVED BY LANDSCAPE ARCHITECT PRIOR TO INSTALLATION OF ANY SEEDING.** LANDSCAPE REQUIREMENTS NORTH BUFFER YARD - C REQUIREMENT (1,007 TOTAL LF, HIGHWAY 5) WIDTH MULTIPLIER: 30' OR GREATER = 0.6 2 CANOPY TREES PER/100' UNIT TREES REQUIRED = 18 EXISTING TREES TO REMAIN = 16 PROPOSED TREES = 7 TOTAL CANOPY TREES PROVIDED = 23 4 UNDERSTORY TREE PER/100' UNIT TREES REQUIRED =36 PROPOSED TREES =9 EXISTING TREES TO REMAIN FULFILL REQUIREMENT =26 **(SEE NOTE BELOW)** TOTAL TREES PROVIDED =36 6 SHRUBS PER/100' UNIT SHRUBS REQUIRED = 60 TOTAL SHRUBS PROVIDED = 182 SOUTH BUFFER YARD - C REQUIREMENT (835 TOTAL LF, COULTER BLVD.) WIDTH MULTIPLIER: 30' OR GREATER = 0.6 2 CANOPY TREES PER/100' UNIT TREES REQUIRED = 15 EXISTING TREES TO REMAIN = 19 PROPOSED TREES = 1 TOTAL TREES PROVIDED = 20 4 UNDERSTORY TREE PER/100' UNIT TREES REQUIRED = 30 PROPOSED TREES = 3 EXISTING TREES TO REMAIN FULFILL REQUIREMENT =27 **(SEE NOTE BELOW)** TOTAL UNDERSTORY TREES PROVIDED =30 6 SHRUBS PER/100' UNIT SHRUBS REQUIRED = 50 TOTAL SHRUBS PROVIDED = 30 **(SEE NOTE BELOW)** EAST BUFFER YARD - B REQUIREMENT (1,052 TOTAL LF, INDUSTRIAL ZONING) WIDTH MULTIPLIER: BETWEEN 25' AND 30'= 0.6 ONLY NEED 75% TO MEET REQUIREMENT) 1 CANOPY TREES PER/100' UNIT TREES REQUIRED = 8 EXISTING TREES TO REMAIN = 4 PROPOSED TREES = 8 TOTAL CANOPY TREES PROVIDED = 12 3 UNDERSTORY TREE PER/100' UNIT TREES REQUIRED = 24 TOTAL UNDERSTORY TREES PROVIDED = 24 4 SHRUBS PER/100' UNIT SHRUBS REQUIRED = 28 TOTAL SHRUBS PROVIDED = 72 WEST BUFFER YARD REQUIREMENT (1,208 TOTAL LF, INDUSTRIAL ZONING) EXISTING TREES TO REMAIN FULFILL REQUIREMENT**(SEE NOTE BELOW)** VEHICLE USE AREA (257,752 SF) LANDSCAPE AREA PROVIDE 8 SF OF LANDSCAPE AREA PER 100 SF OF VEHICULAR AREA LANDSCAPE AREA REQUIRED = 20,620 SF LANDSCAPE AREA PROVIDED = 27,704 SF TREES REQUIRED PROVIDE 1 TREE PER 250 SF OF LANDSCAPE AREA TREES REQUIRED = 82 TOTAL TREES PROVIDED = 155 BOULEVARD TREE REQUIREMENTS EXISTING TREES TO REMAIN ALONG COULTER BLVD. FOUNDATION PLANTINGS SHRUBS AND TREES HAVE BEEN PROVIDED ALONG BUILDING FOUNDATION PARKING LOT ISLANDS SHRUBS AND TREES SHALL BE PLANTED IN DECOMPACTED EXISTING SOIL AND A MINIMUM OF 24" OF TOPSOIL TOTAL REQUIRED LANDSCAPE (VEHICLE USE AREA AND BUFFER YARDS): TOTAL REQUIRED CANOPY TREES:=147 PROVIDED =255 TOTAL REQUIRED UNDERSTORY TREES:=138 PROPOSED UNDERSTORY AND EXISTING TREES TO REMAIN FULFILL REQUIREMENT TOTAL REQUIRED SHRUBS:=283 PROVIDED =284 185431 444444444488888888888888888888888888888888888888888888888888888 NOPARKINGNO PARKING NO PARKING PROPOSED BUILDING LOWER LEVEL=952.50 LEVEL 1=974.50 COLD STORAGE BUILDING FFE=952.50 952 956960958959961962955953954 956 9559 5 2 95395495495 4 95695 5 953 95 4 970 971 972 973 974 967 968 969 952953954955960965954956957958959961962963964966967968 960956 957958959 952951952960 965 958 959 961 962 963 964 966 967 968 969 965961962963964966955960956957958959961962970 971 972 973 951952952 9 5 1 95 2 952 96 0 965 970 95795 8 9 5 996 1 9 6 2 9639649669679689699 7 1 9 7 2 9 7 3974 965966967968970 975 966 967968969 971972973 974 976977 978979 970975969971972973974976977978 945 950 955 960 965 943 944 946 947 948 949 951 952 953 954 956 957 958 959 961 962 963 964 9 4 0 9 4 5 9419429439 4 4 9 4 6 9359 4 0 9339349 3 6 9 3 7 9 3 8 9 3 9 9 41942 945950943944946947948949951945943944946 8 8 954888888888951952955 95 6 95 7 955956957958955955956955 953 954956972973974952 11 SKH 1 AE 1 AE 1 AE 1 GD2 1 SKH 4 TH 2 GB2 3 AE 3 AG 8 RB 3 NR 4 9 AMG 3 AG 5 PW2 3 BS 2 RB 1 AE 1 GD2 4 NP 6 SKH 7 GD2 TREE PROTECTION FENCE (TYP.) 5.0' (TYP.) 2.0' (TYP.) 7.0' (TYP.) 10.0' (TYP.) 35.0' (TYP.) TREE PROTECTION FENCE (TYP.) SOD (TYP.) LANDSCAPE EDGING (TYP.) RETAINING WALL SEE CIVIL) (TYP.) RETAINING WALL (SEE CIVIL) (TYP.) RETAINING WALL (SEE CIVIL) (TYP.) SECURITY FENCE (TYP.) SEE DETAIL) ORNAMENTAL FENCE (TYP.) SEE DETAIL) LIMITS OF IRRIGATION (TYP.) SM-02 SD-02 SD-01 SD-01 SD-01 SD-02 SD-01 SM-01 SM-02 SM-02 SM-01 SM-01 RETAINING WALL (SEE CIVIL) (TYP.) SECURITY FENCE (TYP.) SEE DETAIL) DOUBLE GATE (TYP.) SEE DETAIL) SECURITY FENCE (TYP.) SEE DETAIL) SD-01 SD-02 SD-02 ORNAMENTAL FENCE (SEE DETAIL) ORNAMENTAL FENCE (TYP.) SEE DETAIL) DECIDUOUS TREES QTY COMMON NAME BOTANICAL NAME CONT SIZE SIZE AE 7 ACCOLADE ELM Ulmus `Morton`B & B 2.5"Cal AMG 9 ARMSTRONG GOLD MAPLE Acer freemanii `JFS-KW78`B & B 2.5"Cal GB2 2 MAGYAR GINKGO MALE NON-FRUITING Ginkgo biloba 'Magyar'B & B 2.5"Cal NP 4 NORTHERN PIN OAK Quercus ellipsoidalis B & B 2.5"Cal RB 10 RIVER BIRCH CLUMP Betula nigra B & B 8` HGT SGM 1 SIENNA GLEN MAPLE Acer freemanii `Sienna Glen`B & B 2.5"Cal SKH 18 SKYLINE HONEYLOCUST Gleditsia triacanthos `Skycole`B & B 2.5"Cal GD2 9 STREET KEEPER HONEYLOCUST Gleditsia triacanthos inermis 'Draves' TM B & B 2.5"Cal EVERGREEN TREES QTY COMMON NAME BOTANICAL NAME CONT SIZE SIZE BS 3 BLACK HILLS SPRUCE FULL FORM Picea glauca `Densata`B & B 6` HGT PW2 5 WHITE PINE Pinus alba B & B 10` HGT. ORNAMENTAL TREES QTY COMMON NAME BOTANICAL NAME CONT SIZE SIZE AG 6 AMUR MAPLE Acer ginnala B & B 2.5"Cal NR 3 NORTHERN STRAIN REDBUD Cercis canadensis B & B 2.5"Cal TH 4 THORNLESS HAWTHORN Crataegus crus-galli `Inermis`B & B 1.5"Cal PLANT SCHEDULE NORTH GROUND COVERS CODE COMMON NAME BOTANICAL NAME SD-02 NO MOW SEED MIX**SEED MIX BY PRAIRIE NURSERY OR EQUAL SD-01 RUSTY PATCHED BUMBLE BEE (RPBB)** POLLINATOR SEED MIX REFER TO SPEC SECTION 32-9219 SEED MIX BY MINNESOTA NATIVE LANDSCAPES OR EQUAL SM-01 STONE MULCH-1 GRAY TRAP ROCK 2.5" OVER FABRIC SM-02 STONE MULCH-2 GRAY TRAP ROCK 5"-12" RIP RAP OVER FABRIC SOD TURF SOD GROUND COVER SCHEDULE NORTH N SCALE IN FEET 0 30 60 NORTH KEY PLAN DRAWING NUMBER DRAWING TITLE CLIENT Title: Nathan W. Ekhoff - LA Registration Number: 58688 Date: XX/XX/XXXX By: Title: Landscape Architect 4201 cedar avenue so. - minneapolis, MN 55407 tel. (612) 904-1332 - fax (612) 904-7366 NOT F O R C O N S T R U C TI O N PROJECT NUMBER 21602.0A REVISION DATE DESCRIPTION BY 1891 Arboretum Boulevard Chanhassen, MN 55317 Xcel Energy Service Center Chanhassen I hereby certify that this drawing was prepared by me or under my direct supervision and that I am a duly licensed Landscape Architect under the laws of the State of Minnesota. LOUCKS PROJECT NO. 21602 10/25/2022 WATERSHED SUBMITTAL 11/16/2022 TEP SUBMITTAL 11/16/2022 SCHEMATIC DESIGN PACKAGE 12/05/2022 SD PACKAGE ADDENDUM 01/12/2023 CITY SUBMISSION NOTE: EXISTING CONDITIONS INFORMATION SHOWN IS FROM AN ALTA/NSPS LAND TITLE SURVEY PREPARED BY LOUCKS, DATED 03/24/2022. Gopher State One Call WARNING: THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND / OR RELOCATION OF LINES. THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. L2.1 LANDSCAPE PLAN - NORTH SEE L2.0 FOR OVERALL LANDSCAPE SCHEDULE NATIVE SEED PLANTING REQUIREMENTS: GENERAL CONTRACTOR QUALIFICATIONS REQUIRE THE ENGAGEMENT OF AN EXPERIENCED INSTALLER WHO SPECIALIZES IN THE ESTABLISHMENT AND RESTORATION OF NATIVE PLANT COMMUNITIES SIMILAR TO THE DESIGN AND EXTENT INDICATED FOR THIS PROJECT AND WITH A RECORD OF SUCCESSFUL IN-SERVICE PERFORMANCE. CONTRACTOR TO SUPPLY A SEEDING SCHEDULE, INCLUDING DATES AND METHOD OF SEEDING, TO BE APPROVED BY LANDSCAPE ARCHITECT PRIOR TO INSTALLATION OF ANY SEEDING.** 186432 40163 UPD.C COMM 952.21 40165 UPD.C 952.104444444444444888888888888888888888888888888888888888 PROPOSED BUILDING FFE=952.50 COLD STORAGE BUILDING FFE=952.50 COLD STORAGE BUILDING FFE=952.50 951 951 952 952 952 953 954 9559 5 4 955954956957958 960961962961962963 960959961962963955953954956957958960957958959961962963964960959961962960958959961962963964965961962963964965964 963951952952952952951952951940945941942943944946945942943944946935940933934936937938939941945950942943944946947948949951952945 942 943 944 946 8888940938939941942930 935931932933934936 937938939 88888444444950 947 948 949 951 952 953 9512 AE 8 TH 2 GB2 2 AE 4 TH 3 AE 4 CSO 5 GD2 16 QA 5 GD2 3 NR 4 CSO 10 CSO 3 QB 4 PC 4 PC 9 AMG 3 KC 2 KC 9 BS 9 SGM LANDSCAPE EDGING (TYP.) LANDSCAPE EDGING (TYP.) TREE PROTECTION FENCE (TYP.) 3.0' (TYP.) SECURITY FENCE (TYP.) SEE DETAIL) SECURITY FENCE (TYP.) SEE DETAIL) SEE DETAIL) LIMITS OF IRRIGATION (TYP.) LIMITS OF IRRIGATION (TYP.) LIMITS OF IRRIGATION (TYP.) SD-02 SM-02 SD-02 SM-02 SM-02 LANDSCAPE EDGING (TYP.) SD-01 LIMITS OF IRRIGATION (TYP.) SM-01 GRAVEL PAVEMENT (SEE CIVIL) DOUBLE GATE (TYP.) SEE DETAIL) GATE (TYP.) SEE DETAIL) DOUBLE GATE (TYP.) SEE DETAIL) 7.0' (TYP.) 10.0' (TYP.) 35.0' (TYP.) SD-02 TREE PROTECTION FENCE (TYP.) SOD (TYP.) SOD (TYP.) DECIDUOUS TREES QTY COMMON NAME BOTANICAL NAME CONT SIZE SIZE AE 7 ACCOLADE ELM Ulmus `Morton`B & B 2.5"Cal AMG 9 ARMSTRONG GOLD MAPLE Acer freemanii `JFS-KW78`B & B 2.5"Cal CSO 18 CRIMSON SPIRE OAK Quercus alba x Quercus robur B & B 2.5"Cal KC 5 KENTUCKY COFFEETREE Gymnocladus dioica B & B 2.5"Cal GB2 2 MAGYAR GINKGO MALE NON-FRUITING Ginkgo biloba 'Magyar'B & B 2.5"Cal QA 16 QUAKING ASPEN Populus tremuloides B & B 2.5"Cal SGM 8 SIENNA GLEN MAPLE Acer freemanii `Sienna Glen`B & B 2.5"Cal GD2 10 STREET KEEPER HONEYLOCUST Gleditsia triacanthos inermis 'Draves' TM B & B 2.5"Cal QB 3 SWAMP WHITE OAK Quercus bicolor B & B 2.5"Cal EVERGREEN TREES QTY COMMON NAME BOTANICAL NAME CONT SIZE SIZE BS 9 BLACK HILLS SPRUCE FULL FORM Picea glauca `Densata`B & B 6` HGT ORNAMENTAL TREES QTY COMMON NAME BOTANICAL NAME CONT SIZE SIZE NR 3 NORTHERN STRAIN REDBUD Cercis canadensis B & B 2.5"Cal PC 8 PRAIRIFIRE CRABAPPLE Malus x `Prairifire`B & B 2.5"Cal TH 12 THORNLESS HAWTHORN Crataegus crus-galli `Inermis`B & B 1.5"Cal PLANT SCHEDULE SOUTH GROUND COVERS CODE COMMON NAME BOTANICAL NAME SD-02 NO MOW SEED MIX**SEED MIX BY PRAIRIE NURSERY OR EQUAL SD-01 RUSTY PATCHED BUMBLE BEE (RPBB)** POLLINATOR SEED MIX REFER TO SPEC SECTION 32-9219 SEED MIX BY MINNESOTA NATIVE LANDSCAPES OR EQUAL SM-01 STONE MULCH-1 GRAY TRAP ROCK 2.5" OVER FABRIC SM-02 STONE MULCH-2 GRAY TRAP ROCK 5"-12" RIP RAP OVER FABRIC SOD TURF SOD GROUND COVER SCHEDULE SOUTH N SCALE IN FEET 0 30 60 NORTH KEY PLAN DRAWING NUMBER DRAWING TITLE CLIENT Title: Nathan W. Ekhoff - LA Registration Number: 58688 Date: XX/XX/XXXX By: Title: Landscape Architect 4201 cedar avenue so. - minneapolis, MN 55407 tel. (612) 904-1332 - fax (612) 904-7366 NOT F O R C O N S T R U C TI O N PROJECT NUMBER 21602.0A REVISION DATE DESCRIPTION BY 1891 Arboretum Boulevard Chanhassen, MN 55317 Xcel Energy Service Center Chanhassen I hereby certify that this drawing was prepared by me or under my direct supervision and that I am a duly licensed Landscape Architect under the laws of the State of Minnesota. LOUCKS PROJECT NO. 21602 10/25/2022 WATERSHED SUBMITTAL 11/16/2022 TEP SUBMITTAL 11/16/2022 SCHEMATIC DESIGN PACKAGE 12/05/2022 SD PACKAGE ADDENDUM 01/12/2023 CITY SUBMISSION NOTE: EXISTING CONDITIONS INFORMATION SHOWN IS FROM AN ALTA/NSPS LAND TITLE SURVEY PREPARED BY LOUCKS, DATED 03/24/2022. Gopher State One Call WARNING: THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND / OR RELOCATION OF LINES. THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. L2.2 LANDSCAPE PLAN SOUTH SEE L2.0 FOR OVERALL LANDSCAPE SCHEDULE NATIVE SEED PLANTING REQUIREMENTS: GENERAL CONTRACTOR QUALIFICATIONS REQUIRE THE ENGAGEMENT OF AN EXPERIENCED INSTALLER WHO SPECIALIZES IN THE ESTABLISHMENT AND RESTORATION OF NATIVE PLANT COMMUNITIES SIMILAR TO THE DESIGN AND EXTENT INDICATED FOR THIS PROJECT AND WITH A RECORD OF SUCCESSFUL IN-SERVICE PERFORMANCE. CONTRACTOR TO SUPPLY A SEEDING SCHEDULE, INCLUDING DATES AND METHOD OF SEEDING, TO BE APPROVED BY LANDSCAPE ARCHITECT PRIOR TO INSTALLATION OF ANY SEEDING.** 187433 NORTH KEY PLAN DRAWING NUMBER DRAWING TITLE CLIENT Title: Nathan W. Ekhoff - LA Registration Number: 58688 Date: XX/XX/XXXX By: Title: Landscape Architect 4201 cedar avenue so. - minneapolis, MN 55407 tel. (612) 904-1332 - fax (612) 904-7366 NOT F O R C O N S T R U C TI O N PROJECT NUMBER 21602.0A REVISION DATE DESCRIPTION BY 1891 Arboretum Boulevard Chanhassen, MN 55317 Xcel Energy Service Center Chanhassen I hereby certify that this drawing was prepared by me or under my direct supervision and that I am a duly licensed Landscape Architect under the laws of the State of Minnesota. LOUCKS PROJECT NO. 21602 10/25/2022 WATERSHED SUBMITTAL 11/16/2022 TEP SUBMITTAL 11/16/2022 SCHEMATIC DESIGN PACKAGE 12/05/2022 SD PACKAGE ADDENDUM 01/12/2023 CITY SUBMISSION GENERAL NOTES COORDINATE THE PHASES OF CONSTRUCTION AND PLANTING INSTALLATION WITH OTHER CONTRACTORS WORKING ON SITE. NO PLANTING WILL BE INSTALLED UNTIL COMPLETE GRADING AND CONSTRUCTION HAS BEEN COMPLETED IN THE IMMEDIATE AREA. ALL PLANTS TO BE INSTALLED AS PER PLANTING DETAILS. REMOVE ALL FLAGGING AND LABELS FROM PLANTS. IF THE LANDSCAPE CONTRACTOR IS CONCERNED OR PERCEIVES ANY DEFICIENCIES IN THE PLANT SELECTIONS, SOIL CONDITIONS OR ANY OTHER SITE CONDITION WHICH MIGHT NEGATIVELY AFFECT PLANT ESTABLISHMENT, SURVIVAL OR GUARANTEE, HE MUST BRING THESE DEFICIENCIES TO THE ATTENTION OF THE LANDSCAPE ARCHITECT PRIOR TO PROCUREMENT AND/OR INSTALLATION. PROTECT ALL EXISTING TREES ON SITE SCHEDULED TO REMAIN. IF EXISTING TREES ARE DAMAGED IN ANY MANNER, ABOVE OR BELOW GROUND IN THE ROOT SYSTEM, AN ASPHALTIC TREE PRUNING PAINT SHOULD BE APPLIED IMMEDIATELY AFTER WOUNDING. SOIL & GROUNDCOVER ALL PLANTING AREAS RECEIVING GROUND COVER, PERENNIALS, ANNUALS, AND/OR VINES SHALL RECEIVE A MINIMUM OF 24" DEPTH OF PLANTING SOIL (MNDOT 3877 - 2B OR EQUAL). WHERE SOD ABUTS PAVED SURFACES, FINISHED GRADE OF SOD/SEED SHALL BE HELD 1" BELOW SURFACE ELEVATION OF TRAIL, SLAB, CURB, ETC. AND INSTALLED OVER A MIN. 4" TOPSOIL CLEAR OF STONES, ROOTS, GRASS, WEEDS, DEBRIS, AND OTHER FOREIGN NON-ORGANIC MATERIAL. SEED ALL AREAS DISTURBED DUE TO GRADING OTHER THAN THOSE AREAS NOTED TO RECEIVE SOD OR NATIVE SEED. SEED SHALL BE INSTALLED OVER A MIN. 6" TOPSOIL CLEAR OF STONES, ROOTS, GRASS, WEEDS, DEBRIS, AND OTHER FOREIGN NON-ORGANIC MATERIAL. AS WELL AS MULCHED PER MNDOT SPECS. SOD ALL DESIGNATED AREAS DISTURBED DUE TO GRADING. SOD SHALL BE LAID PARALLEL TO THE CONTOURS AND SHALL HAVE STAGGERED JOINTS. ON SLOPES STEEPER THAN 3:1 OR IN DRAINAGE SWALES, THE SOD SHALL BE STAKED TO THE GROUND. LANDSCAPE CONTRACTOR SHALL VERIFY THAT SOIL AND COMPACTION CONDITIONS ARE ADEQUATE TO ALLOW FOR PROPER DRAINAGE AT AND AROUND THE BUILDING SITE. PLANTINGS INFO ALL PLANT MATERIAL SHALL COMPLY WITH THE LATEST EDITION OF THE AMERICAN STANDARD FOR NURSERY STOCK, AMERICAN ASSOCIATION OF NURSERYMEN. UNLESS NOTED OTHERWISE, ALL SHRUBS SHALL HAVE AT LEAST 5 CANES AT THE SPECIFIED MINIMUM SHRUB HEIGHT OR WIDTH. ORNAMENTAL TREES SHALL HAVE NO V CROTCHES AND SHALL BEGIN BRANCHING NO LOWER THAN 3' ABOVE ROOT BALL. STREET AND BOULEVARD TREES SHALL BEGIN BRANCHING NO LOWER THAN 5' ABOVE FINISHED GRADE. ANY CONIFEROUS TREE PREVIOUSLY PRUNED FOR CHRISTMAS TREE SALES SHALL NOT BE USED. ALL CONIFEROUS TREES SHALL BE FULL FORM, NATURAL TO THE SPECIES, WITHOUT PRUNING. PRIOR TO PLANTING, FIELD VERIFY THAT THE ROOT COLLAR/ROOT FLAIR IS LOCATED AT THE TOP OF THE BALLED & BURLAP TREE. IF THIS IS NOT THE CASE, SOIL SHALL BE REMOVED DOWN TO THE ROOT COLLAR/ROOT FLAIR. WHEN THE BALLED & BURLAP TREE IS PLANTED, THE ROOT COLLAR/ROOT FLAIR SHALL BE EVEN OR SLIGHTLY ABOVE FINISHED GRADE. ALL PROPOSED PLANTS SHALL BE LOCATED AND STAKED AS SHOWN ON PLAN. ADJUSTMENTS IN LOCATION OF PROPOSED PLANT MATERIALS MAY BE NEEDED IN FIELD. SHOULD AN ADJUSTMENT BE ADVISED, THE LANDSCAPE ARCHITECT MUST BE NOTIFIED. PLAN TAKES PRECEDENCE OVER PLANT SCHEDULE IF DISCREPANCIES IN QUANTITIES EXIST. SPECIFICATIONS TAKE PRECEDENCE OVER NOTES. NO PLANT MATERIAL SUBSTITUTIONS WILL BE ACCEPTED UNLESS APPROVAL IS REQUESTED OF THE LANDSCAPE ARCHITECT BY THE LANDSCAPE CONTRACTOR PRIOR TO THE SUBMISSION OF A BID AND/OR QUOTATION. WRAPPING MATERIAL SHALL BE CORRUGATED PVC PIPING 1" GREATER IN CALIPER THAN THE TREE BEING PROTECTED OR QUALITY, HEAVY, WATERPROOF CREPE PAPER MANUFACTURED FOR THIS PURPOSE. WRAP ALL DECIDUOUS TREES PLANTED IN THE FALL PRIOR TO 12-1 AND REMOVE ALL WRAPPING AFTER 5-1. FERTILIZER ALL PLANT MATERIALS SHALL BE FERTILIZED UPON INSTALLATION WITH A 27-3-3 SLOW RELEASE FERTILIZER MIXED IN WITH THE PLANTING SOIL PER THE MANUFACTURER'S INSTRUCTIONS. PLANTS MAY BE TREATED FOR SUMMER AND FALL INSTALLATION WITH AN APPLICATION OF GRANULAR 27-3-3 AT 6 OZ PER 2.5" CALIPER PER TREE AND 3 OZ PER SHRUB WITH AN ADDITIONAL APPLICATION OF 27-3-3 THE FOLLOWING SPRING IN THE TREE SAUCER. EDGING FOR PLANTING BEDS BLACK METAL EDGER TO BE USED TO CONTAIN SHRUBS, PERENNIALS, AND ANNUALS WHERE BED MEETS SOD/SEED UNLESS NOTED OTHERWISE. PLANTING BED PREPARATION ALL ANNUAL AND PERENNIAL PLANTING BEDS TO RECEIVE 3" DEEP SHREDDED HARDWOOD MULCH WITH NO WEED BARRIER. ALL SHRUB BED MASSINGS TO RECEIVE 3" DEEP SHREDDED HARDWOOD MULCH AND FIBER MAT WEED BARRIER. ALL TREES NOT IN PLANTING BEDS TO RECEIVE 4" DEEP SHREDDED HARDWOOD MULCH RING WITH NO MULCH IN DIRECT CONTACT WITH TREE TRUNK. SPREAD GRANULAR PRE EMERGENT HERBICIDE (PREEN OR EQUAL) PER MANUFACTURER'S RECOMMENDATIONS UNDER ALL MULCHED AREAS. MAINTENANCE STRIPS TO HAVE EDGER AND MULCH AS SPECIFIED/INDICATED ON DRAWING OR IN SPECIFICATION. INSPECTION AND WARRANTY CONTRACTOR SHALL SUBMIT A WRITTEN REQUEST FOR THE OWNER ACCEPTANCE INSPECTION OF ALL LANDSCAPE AND SITE IMPROVEMENTS. CONTRACTOR IS RESPONSIBLE FOR ON-GOING MAINTENANCE OF ALL NEWLY INSTALLED MATERIALS UNTIL TIME OF OWNER ACCEPTANCE. ANY ACTS OF VANDALISM OR DAMAGE WHICH MAY OCCUR PRIOR TO OWNER ACCEPTANCE SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. CONTRACTOR SHALL PROVIDE THE OWNER WITH A MAINTENANCE PROGRAM INCLUDING, BUT NOT NECESSARILY LIMITED TO, PRUNING, FERTILIZATION AND DISEASE/PEST CONTROL. CONTRACTOR SHALL GUARANTEE NEW PLANT MATERIAL THROUGH ONE CALENDAR YEAR FROM THE DATE OF OWNER ACCEPTANCE. WARRANTY (ONE FULL GROWING SEASON) FOR LANDSCAPE MATERIALS SHALL BEGIN ON THE DATE OF ACCEPTANCE BY THE LANDSCAPE ARCHITECT AFTER THE COMPLETION OF PLANTING OF ALL LANDSCAPE MATERIALS. NO PARTIAL ACCEPTANCE WILL BE CONSIDERED. TIMING OF INSTALLATION UNLESS NOTED OTHERWISE THE APPROPRIATE DATES FOR SPRING PLANT MATERIAL INSTALLATION AND SEED/SOD PLACEMENT IS FROM THE TIME GROUND HAS THAWED TO JUNE 15. FALL SODDING IS GENERALLY ACCEPTABLE FROM AUGUST 15 - NOVEMBER 1. FALL SEEDING FROM AUGUST 15 - SEPTEMBER 15; DORMANT SEEDING IN THE FALL SHALL NOT OCCUR PRIOR TO NOVEMBER 1. FALL CONIFEROUS PLANTING MAY OCCUR FROM AUGUST 15 OCTOBER 1 AND DECIDUOUS PLANTING FROM THE FIRST FROST UNTIL NOVEMBER 15. PLANTING OUTSIDE THESE DATES IS NOT RECOMMENDED. ANY ADJUSTMENT MUST BE APPROVED IN WRITING BY THE LANDSCAPE ARCHITECT. TREES ARE NOT TO BE PRUNED, REMOVED OR TRANSPLANTED BETWEEN APRIL 15 AND JULY 1. NOTIFY LANDSCAPE ARCHITECT IF THESE DATES ARE UNAVOIDABLE. IRRIGATION NOTES: VERIFY PROPOSED IRRIGATION RE-USE SYSTEM LAYOUT AND CONFIRM COMPLETE LIMITS OF IRRIGATION PRIOR TO SUPPLYING SHOP DRAWINGS. LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AN IRRIGATION LAYOUT PLAN AND SPECIFICATION AS A PART OF THE SCOPE OF WORK WHEN BIDDING. THESE SHALL BE APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO ORDER AND/OR INSTALLATION. IT SHALL BE THE LANDSCAPE CONTRACTORS RESPONSIBILITY TO INSURE THAT ALL SODDED/SEEDED AND PLANTED AREAS ARE IRRIGATED PROPERLY, INCLUDING THOSE AREAS DIRECTLY AROUND AND ABUTTING BUILDING FOUNDATION. THE LANDSCAPE CONTRACTOR SHALL PROVIDE THE OWNER WITH AN IRRIGATION SCHEDULE APPROPRIATE TO THE PROJECT SITE CONDITIONS AND TO PLANT MATERIAL GROWTH REQUIREMENTS. IRRIGATION SYSTEM IS NOT TO SPRINKLE ACROSS PAVEMENT NOR SHALL THE SYSTEM SPRINKLE THE BUILDING. THE SYSTEM SHALL INCORPORATE A RAIN SENSOR INTO IRRIGATION SYSTEM. PLANTINGS OUTSIDE THE LIMITS OF IRRIGATION ARE TO BE WATERED REGULARLY UNTIL PLANTING/SOD/SEED HAS BEEN ESTABLISHED. LANDSCAPE INSTALLATION: LOUCKS Deciduous Tree Planting.dwgSCALE: NTS 2x ROOT BALL WIDTH NOTE: CONTRACTOR IS RESPONSIBLE FOR TESTING PERCOLATION RATES PRIOR TO PLANTING. NOTIFY LANDSCAPE ARCHITECT IMMEDIATELY IF POOR DRAINAGE EXISTS. DECIDUOUS TREE PLANTING SET PLANT ON UNDISTURBED NATIVE SOIL SCARIFY BOTTOM AND SIDES OF HOLE PRIOR TO PLANTING EDGE VARIES WOOD STAKE BACKFILL WITH IN SITU TOPSOIL MULCH - 4" DEEP. NO MULCH IN CONTACT WITH TRUNK - SEE NOTES OR SPECS. ROOT FLARE EVEN WITH OR JUST ABOVE GRADE SAFETY FLAGGING - ONE PER WIRE TREE WRAP TO FIRST BRANCH 16"X2" POLYPROPYLENE OR POLYETHYLENE STRAP NOTES: THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING ALL TREES IN A PLUMB POSITION THROUGH THE WARRANTY PERIOD. STAKING IS SUGGESTED, BUT NOT REQUIRED. ANY STAKING MUST CONFORM WITH PRACTICES AS DEFINED IN A.N.A. GUIDELINES FOR STANDARD PRACTICES. PRUNE DAMAGED AND CROSSING BRANCHES AFTER PLANTING IS COMPLETE. CUT BACK WIRE BASKET. WATER TREE THOROUGHLY DURING PLANTING OPERATIONS. PLACE BACKFILL IN 8-12" LIFTS AND SATURATE SOIL WITH WATER. DO NOT COMPACT MORE THAN NECESSARY TO MAINTAIN PLUMB. 1 CONIFEROUS TREE PLANTING LOUCKS Coniferous Tree Planting.dwgSCALE: NTS 2 x ROOT BALL WIDTH NOTE: CONTRACTOR IS RESPONSIBLE FOR TESTING PERCOLATION RATES PRIOR TO PLANTING. NOTIFY LANDSCAPE ARCHITECT IMMEDIATELY IF POOR DRAINAGE EXISTS. ROOT BALL SET ON UNDISTURBED SUBGRADE SCARIFY BOTTOM AND SIDES OF HOLE PRIOR TO PLANTING EDGE VARIES - SEE PLAN WOOD STAKE (OPTIONAL) BACKFILL WITH IN SITU TOPSOIL MULCH - 4" DEEP - SEE NOTES OR SPECS. MULCH MUST NOT BE IN CONTACT WITH TRUNK. SAFETY FLAGGING - ONE PER WIRE 16" x2" POLYPROPYLENE OR POLYETHYLENE STRAP NOTES: THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING ALL TREES IN A PLUMB POSITION THROUGH THE WARRANTY PERIOD. STAKING IS SUGGESTED, BUT NOT REQUIRED. ANY STAKING MUST CONFORM WITH PRACTICES AS DEFINED IN A.N.A. GUIDELINES FOR STANDARD PRACTICES. PRUNE ANY DAMAGED BRANCHES AFTER PLANTING IS COMPLETE. WATER TREE THOROUGHLY DURING PLANTING OPERATIONS. PLACE BACKFILL IN 8-12" LIFTS AND SATURATE SOIL WITH WATER. DO NOT COMPACT MORE THAN NECESSARY TO MAINTAIN PLUMB. 2 REFER TO PLAN 18" MIN. LOOSEN ROOTS OF ALL CONTAINERIZED PLANTS. SCARIFY BOTTOM AND SIDES OF HOLE PRIOR TOPLANTINGBUILDING WALL (TYP)SHRUB PLANTING LOUCKSShrubPlanting. dwgSCALE: NTS EDGE VARIES - REFER TO PLAN EDGING MATERIAL - SEE NOTES OR SPEC.LANDSCAPE FABRIC - SEE NOTES OR SPEC.MULCH - 3" DEPTH - SEE NOTES OR SPEC.PLANTING SOIL - SEE NOTES OR SPEC.SHRUBS TO BE PLACED SO THAT TOP OF CONTAINER SITS FLUSH WITH PROPOSED GRADE 3 VARIES SEE PLAN NOTE:LOOSEN ROOTS OF PLANT MATERIAL PRIOR TO PLANTING PERENNIAL PLANTING LOUCKSPerennialPlanting. dwgSCALE: NTSBUILDING WALL (TYP)12" DEPTH ( MIN) LOAM PLANTING SOIL SEE NOTES EDGE VARIES - REFER TO PLAN EDGING MATERIAL - SEE NOTES MULCH - 3" MIN. DEPTH - SEE NOTES 4 TREE PROTECTION LOUCKSSCALE: NTS Tree Protection.dwg4'-0" EXISTING GRADE TREE PROTECTION NOTE:INSTALL SNOW FENCE AROUND EACH TREE TO BE PROTECTED PRIOR TO GRADING. FENCE SHALL BE PLACED AT THE DRIP EDGE OR CRITICAL ROOT ZONES OF THE TREES. FENCING SHALL BE NO CLOSER THAN 6' TO THE TRUNK OF ANY TREE TO BE PROTECTED. THE PERIMETERS FOR TREES BEING PROTECTED SHALL BE DESIGNATED AT ALL TIMES DURING CONSTRUCTION ACTIVITY AND SIGNAGE SHALL BE INSTALLED AT ALL TREE PROTECTION AREAS THAT INSTRUCTS WORKERS TO STAY OUT. CONTRACTOR SHALL AVOID ALL AREAS WITHIN TREE PROTECTION FENCE. SOIL SHOULD BE PROTECTED FROM EROSION AND CHANGES IN CHEMISTRY FROM CONCRETE OR TOXIC MATERIALS SUCH AS FUELS AND PAINTS.THE CONTRACTOR SHALL HAVE "TREE PAINT" ON SITE AT ALL TIMES. IF AN OAK IS WOUNDED DURING CONSTRUCTION, THE CONTRACTOR MUST IMMEDIATELY APPLY PAINT TO THE WOUND IN ORDER TO PREVENT OAK WILT. ALL DAMAGE TO TREES TO BE PROTECTED SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER AND LANDSCAPE ARCHITECT. DRIP EDGE OF TREE2" X 4" WOOD STAKE, POSITIONED AS NOTED.STRING 4' HIGH,ORANGE POLYETHYLENE LAMINAR SAFETY NETTING BETWEEN WOOD STAKES PLACED 5' ON CENTER AND PLACED BETWEEN TREE PROTECTION AND DISTURBED AREAS.DRIP EDGE OF TREEEXISTING TREE TO REMAIN 5 8' VINYL COATED FENCE LOUCKS SCALE: NTS END & CORNER POSTS: 3" O.D. SCHEDULE 40 GALVANIZED PIPE WITH BLACK POLYVINYL CHLORIDE COATING 8'-0" O.C. MAX 8'- 0"3'-6"TOP RAILS TO BE 1.660" O.D. SCHEDULE 40 GALVANIZED PIPE WITH BLACK POLYVINYL CHLORIDE COATING FABRIC MESH: 2 OUNCE BLACK POLYVINYL CHLORIDE BONDED OVER ZINC COATED WIRE CONFORMING TO ASTM F668, 9 GAUGE, 1" MESH LINE POSTS: 2.5" O. D.SCHEDULE 40 GALVANIZED PIPE WITH BLACK POLYVINYL CHLORIDE COATING. 8' O.C. MAX NOTES:1.END & CORNER POSTS SHALL BE SET 48" INTO A 12" DIA. CONCRETE FOOTING LINE POSTS SHALL BE SET 42" INTO A 8" DIA. CONCRETE FOOTING.2.ALL FITTINGS SHALL BE GALVANIZED BLACK POLYVINYL CHLORIDE COATED PRESSED STEEL.3. TIES SHALL BE 9 GAUGE VINYL COATED ALUMINUM, SPACED MAXIMUM 12" O.C. ON HORIZONTAL RAILS AND ON VERTICAL POSTS.4.CONTRACTOR TO VERIFY UTILITY LOCATIONS AND FIELD ALTER POST LOCATIONS AS NEEDED. CORE DRILL CONCRETE WITH 3. 5" BIT, DRIVE POSTS TOAMIN DEPTH OF 42".SEAL AROUND POST WITH GREY SILICONE CAULK 7 LOUCKS filename.dwgSCALE: NTS DECORATIVE STONE RIP RAP PLANTINGS OR SOD SEE PLAN GEO- TEXTILE FABRIC UNDISTURBED OR COMPACTED SUBGRADE PLANTING SOIL ANGULAR RIP RAP - HAND PLACE ROCKS TO MINIMIZE VOID SPACES. INFILL VOID SPACES WITH MATCHING SMALLER ROCK TO TO ENSURE NO FABRIC IS VISIBLE.EDGING WHEN ADJACENT TO PLANTINGS OR TURF 11 ROCK MAINTENANCE STRIP Rock Maintenance Strip 24". dwg LANDSCAPE EDGING - SEE SPECS GEOTEXTILE WOVEN LANDSCAPE FABRIC ROCK MULCH -SEE SPECS VARIESBUILDINGWALLSOD SCALE: NTS LOUCKS12 L3.1 LANDSCAPE DETAILS 8' VINYL COATED PEDESTRIAN GATE LOUCKS filename.dwgSCALE: NTS NOTES: 4. GATES TO HAVE KEYCARD READER CAPABILITIES. 3. FOOTING WIDTH TO BE (4)X POST WIDTH.OPENING VARIES-REFER TO PLAN 2 1/2"2 1/4" 1"2"8'-0"2.875" LATCH POST- GALVANIZED PIPE WITH BLACK POLYVINYL CHLORIDE COATING VINYL COATED CHAIN LINK FABRIC 2" GATE FRAME (TYP. 4 SIDES) -GALVANIZED PIPE WITH BLACK POLYVINYL CHLORIDE COATING TENSION BAR (TYP. 4 SIDES) KEYCARD READER AND SECURITY HARDWARE TO BE COORDINATED WITH OWNER'S SECURITY TEAM.ALL JOINTS WELDED TO MAKE A SOLID FRAME 2 1/2"1. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH 2. DO NOT SCALE DRAWINGS.MIN. DEPTH 42"MANUFACTURER'S SPECIFICATIONS.HINGE POST- GALVANIZED PIPE WITH BLACK POLYVINYL CHLORIDE COATING.POST SIZE BASED ON GATE WIDTH - REFER TO SPECS 8 AEGIS II ORNAMENTAL STEEL FENCE WITH 3 RAILS AND MAJESTIC PICKET LOUCKS SCALE: NTS filename.dwg 1" x 14GA. SQUARE PICKET CONFIRM POST SIZE WITH MNFR.COMPACTED OR UNDISTURBED GRADE NOTES:VARIES - SEE PLAN 3'-6"4'-0"334" EXTEND CONCRETE FOOTING TO BELOW FROST DEPTH2"1 3/4" FORERUNNER RAIL 1 3/ 4" FORERUNNER RAIL 3. CONTRACTOR TO VERIFY UTILITY LOCATIONS AND FIELD ALTER POST LOCATIONS AS NEEDED.AEGIS II ORNAMENTAL STEEL FENCE WITH 3 RAILS AND MAJESTIC PICKET FROM AMERISTAR FENCE. www.ameristarfence.com 1- 888-333-3422 10"2. COLOR TO BE BLACK 'NO MAR'POLYESTER FINISH 1. CONFIRM POST SIZES WITH MANUFACTURER'S WIND LOADING CHARTS 10CAPITOL BIKE RACK NOTE:1. BIKE RACK TO BE FORMS+SURFACESCAPITOL BIKE RACK.2.COLOR TO BE ALUMINUM STANDARD TEXTURE 3.PROVIDESHOP DRAWINGS AND COLOR SAMPLES FOR OWNER FINAL COLOR SELECTION MOUNTING ANCHORS LOUCKS filename.dwgSCALE: NTS 9 8' VINYL COATED CHAIN LINK DOUBLE GATE LOUCKS filename.dwgSCALE: NTS 8'-0"8'-0"8'- 0" 1"4'-0"2"18"6"12" 12" ALL GATE SECURITY HARDWARE AND CONFIGURATION TO BE COORD. BY OWNER TRUSS CABLE W/ TIGHTENER FABRIC MESH: 2 OUNCE BLACK POLYVINYL CHLORIDE BONDED OVER ZINC COATED WIRE CONFORMING TO ASTM F668, 9 GAUGE, 1"MESH NOTES:1.END & CORNER POSTS SHALL BE SET 48" INTO A 12" DIA. CONCRETE FOOTING LINE POSTS SHALL BE SET 42" INTO A 8" DIA. CONCRETE FOOTING.2.ALL FITTINGS SHALL BE GALVANIZED BLACK POLYVINYL CHLORIDE COATED PRESSED STEEL. 3. Metropolitan District Waters Edge Building 1500 County Road B2 West Roseville, MN 55113 MnDOT Metropolitan District, Waters Edge Building, 1500 County Road B2 West, Roseville, MN 55113 February 10,2023 Bob Generous City of Chanhassen 7700 Market Boulevard Chanhassen, MN 55317 SUBJECT: MnDOT Review #S23-008 1891 Arboretum Blvd SW quad Arboretum Blvd and Audubon Rd Chanhassen, Carver County Dear Bob Generous, MnDOT has received and reviewed plans for 1891 Arboretum Blvd and our comments are as follow: Pedestrian/Bicycle: Highway 5 is designated as a Tier 1 Regional Bicycle Transportation Network (RBTN) corridor along the north side of the property. While it is likely that the existing trails may service as the regional corridor, it would be worthwhile for the developer to coordinate with the City of Chanhassen to ensure that that project does not impact any right-of-way that might be utilized for a future trail. Please direct questions regarding this comment to Sara Dunlap, Metro Multimodal, at 651-234- 7725 or sara.dunlap@state.mn.us. Permits: Any use of, or work within or affecting, MnDOT right of way will require a permit. Upload a copy of this letter when applying for any permits. Permits can be applied for at this site: https://olpa.dot.state.mn.us/OLPA/. Please direct questions regarding permit requirements to Buck Craig of MnDOT Metro Permits Section at 651-234-7911 or Buck.Craig@state.mn.us. Review Submittal Options MnDOT’s goal is to complete reviews within 30 calendar days. Review materials received electronically can be processed more rapidly. Do not submit files via a cloud service or SharePoint link. In order of preference, review materials may be submitted as: 1. Email documents and plans in PDF format to metrodevreviews.dot@state.mn.us.Attachments may not exceed 20 megabytes per email. Documents can be zipped as well. If multiple emails are necessary, number each message. 2. PDF file(s) uploaded to MnDOT’s external shared internet workspace site at: https://mft.dot.state.mn.usmetrodevreviews.dot@state.mn.us. Contact MnDOT Planning development review staff at for uploading instructions and send an email listing the file name(s) after the document(s) has/have been uploaded. 189435 MnDOT Metropolitan District, Waters Edge Building, 1500 County Road B2 West, Roseville, MN 55113 If you have any questions concerning this review, please contact me at faith.xiong@state.mn.us or 651) 234-7723. Sincerely, Faith Xiong Principal Planner Copy sent via E-Mail: Buck Craig, Permits Jason Swenson, Water Resources Doug Nelson, Right of Way Lance Schowalter, Design Jordan Olson, Survey Almin Ramic, Traffic Sara Dunlap, Multimodal Diane Langenbach, Area Engineer Michael Kowski, Maintenance Tod Sherman, Planning Jed Hanson, Metropolitan Council Bethany Brandt-Sargent, Metropolitan Council 190436 191437 192438 193439 194440 195441 196442 197443 198444 199445 200446 201447 202448 203449 204450 205451 206452 January 12, 2023 Attn: Joe Seidl City of Chanhassen – Water Resources Engineer 952-227-1168 jseidl@chanhassenmn.gov RE: Xcel Energy Service Center – Chanhassen Response to MN Wetland Conservation Act Technical Evaluation Panel Review Comments Loucks Project No. 21602.0A Joe, On behalf of Xcel Energy, Loucks has prepared the following responses to the Technical Evaluation Panel’s review comments received via email on December 14, 2022. The attached MN Joint Application has been revised to reflect this additional information/analysis. Findings & Recommendations: 1. Parking a. A more detailed parking stall analysis is needed to justify the amount shown in the plans. Response: Interpreting City of Chanhassen Zoning Code for each use of the facility would require 307 stalls. Original application showed 179 stalls based on typical building size to stall count ratio on similar Xcel Service Center sites. It has been determined that these similar sites parking count was based on other LGU’s code requirements and a shortage of parking has not been an issue. Xcel feels reducing the parking stall count to 120 stalls will meet the needs of the proposed facility. Preferred plan and alternate site plans have been updated to reflect the reduction of parking to 120 stalls. i. Please include number of full-time staff, number of transient vehicles expected for training and emergency call outs. Response: Full-time staff is anticipated to be 68 employees. The building will have 12 hotel work stations for employees from other facilities that will occasionally be working at the proposed facility. 1 stall has been provided for each employee. 40 additional stalls are provided for anticipated future growth and training events. b. Does Xcel have future needs for the excess parking spots? Response: Refer to comment 1.a.i. c. Are there any situations where Xcel would foresee needing all this parking. Response: Refer to comment 1.a.i. d. Have alternate parking BMPs been evaluated? (Porous pavement, geogrid parking lot, etc) Response: Alternative BMPs have been evaluated. A unique stormwater re-use system is proposed to meet stormwater management requirements to the maximum extent practical as infiltration is not feasible due to existing soil conditions on site. Permeable pavement alternatives would not reduce wetland impacts as building orientation is 207453 Xcel Service Center – Chanhassen January 5, 2022 TEP Review Comments Prepared by Loucks 2 of 4 required by City of Chanhassen Zoning Code. As shown in Alternative Site Plan 4, relocating the building as far west as possible still allows room for currently proposed stormwater ponds. Alternative BMPs would not reduce impacts of the northeast wetland or central creek. e. Are sidewalks being considered since there is a concern of staff walking in driveways. Response: Sidewalks are provided in the preferred plan to separate employee pedestrian traffic from fleet vehicle maneuvering areas. Refer to alternative plans for pedestrian routes. 2. Access a. Why would a second access point/entrance/exit not be feasible with either of the alternate designs? Response: A second access point is not feasible in Alternative Site Plan 1 as it would require two crossings of the central creek/northeast wetland, exceeding the threshold of 1000 sf of disturbance. A second access for Alternate Site Plan 2 is feasible to construct; but not functional for Xcel as it would still require the pedestrian path from the northeast parking lot to cross fleet vehicle maneuvering areas. Note that it has been confirmed that the building orientation of Alternate Site Plans 1 & 2 will not be acceptable to the City of Chanhassen. 3. Alternate Designs a. For alternate design Option 2, what specifically about the distance between the fleet maintenance and main buildings would require there to be a separate reuse system? Response: A single re-use system could still be utilized, but additional 350’ of storm piping would be required between the main and fleet maintenance buildings. Note that it has been confirmed that the building orientation of Alternate Site Plans 1 & 2 will not be acceptable to the City of Chanhassen. b. Is piping that water to one building from the main system infeasible, and if so, why? Response: Storm piping between re-use systems in Alternative Site Plan 2 is feasible, but would require additional 350’ of storm sewer piping. Note that it has been confirmed that the building orientation of Alternate Site Plans 1 & 2 will not be acceptable to the City of Chanhassen. c. Is the layout/position of the buildings in either of the alternate designs able to be adjusted in any way so the main office could provide the visual screen and be positioned closer to the employee parking lot while still keeping the similar project area footprint? Response: In preliminary design, the team explored multiple options internally, and with Xcel. Xcel has a very specific work flow that is needed to get employees from personal vehicle parking, to locker and break space, to crew rooms, through free stock and field preparation areas directly to their vehicles. Each vehicle having a dedicated bay with that crew’s tools, equipment, field gear, etc. Any orientation that is not a T or L shape leads to inefficient circulation and increased building footprint size to accommodate the circulation. The City 208454 Xcel Service Center – Chanhassen January 5, 2022 TEP Review Comments Prepared by Loucks 3 of 4 requirements for building design on the Highway 5 corridor drives the East/West orientation of the occupied office & personnel) portion of the building. The corridor also has both minimum and maximum setbacks, dictating the zone in which our north façade has to align. The design is at the northernmost setback to utilize as much of the NW, non-wetland property as possible. Moving east, west or south do not reduce impacts to the wetlands or creeks. Pushing the office portion east or west impacts internal flow. Flipping the internal uses would necessitate a west parking lot for employees, impacting the central and western creeks. The team explored concepts with both crew and vehicle buildings running east/west. The designs had even larger impact on the wetland(s) and created increased paving needs to accommodate heavy vehicle traffic. The internal flow, in order to connect the structures, required an enclosed link and pushed the vehicle storage further south in order to access vehicle bays and for Fire Department access. The Team also looked at a large square/rectangular option with double loaded internal flow of vehicles. This design does not work for Xcel’s vehicle flow needs and it increases the footprint of the building in order to accommodate additional drive lane(s). It also created increased impact on wetlands due to required width and clearance of building and needed parking adjacencies. 4. Stormwater a. The design needs to be updated to address the preliminary stormwater comments to show a plan that can be approved by the City. This will impact the site layout and potentially wetland impacts. Namely: i. Separate out private and public stormwater systems Response: Public storm sewer has been labeled. Only the proposed 42” RCP and associated manholes taking drainage from the northeast wetland are anticipated to be public infrastructure. ii. Public Infrastructure should be simplified to improve maintenance/cost of replacement Response: Public storm sewer infrastructure has been simplified to not be routed through the southwestern private stormwater pond. A meeting was held with the City of Chanhassen and Riley-Purgatory Bluff Creek Watershed District on December 22, 2022 to discuss the routing of the storm sewer. A direct routing from the northeast wetland that discharges to the remaining portion of the central creek was determined to be a potential path forward. This design is included in the preferred option. 50-year replacement cost of public infrastructure has been estimated to be $2.1M. 100-year replacement cost of public infrastructure has been estimated to be $16.8M. iii. Provide sufficient easement and setbacks to structures for maintenance Response: A 40’ wide easement over the public storm sewer infrastructure is shown in the preferred plan. No structures are proposed within this easement. iv. Maintenance of BMPs needs to be thought through. Provide access routes and update grading with comments. Response: A 12’ access berm has been provided around the proposed stormwater ponds. Gates have been provided in perimeter security fencing for maintenance access as well. 209455 Xcel Service Center – Chanhassen January 5, 2022 TEP Review Comments Prepared by Loucks 4 of 4 b. More detail is needed to show why underground systems and other BMPs cannot be utilized with the preferred to alternative to minimize wetland impacts. Response: Building orientation is required by City of Chanhassen Zoning Code. Two additional alternative site plans have been provided that show the required building orientation. Alternate Site Plan 3 shows moving the lower level crew parking to the southwest portion of the site and converting the stormwater management in this area to underground. The estimated cost delta to convert the surface stormwater pond to an underground system is $295,000. The most significant factor that makes this alternative infeasible, is there is no way to provide a safe pedestrian pathway from the parking lot to the main entrance. Alternate Site Plan 4 shows shifting the entire preferred site plan as far west as possible. Doing so results in reducing overall wetland impacts by 1%, but increases stream impacts by 3%. The intent of the shift was to possibly convert the surface stormwater ponds to underground to reduce wetland and stream impacts. It was determined that relocating the building as far west as possible still allows room for currently proposed stormwater ponds, but would require increased side slopes from the access berms to match into existing grades along the bank. Converting these stormwater ponds to underground would not reduce overall wetland or stream impacts. The public storm sewer infrastructure for this option also requires an additional 20 linear feet of storm sewer piping. This alternative reduces the amount of required wall face, but the design team feels that constructing more walls is a benefit as it reduces overall stream impacts and increases the natural buffer area along the western creek. 5. Other Permits a. What is the status of permitting from the US Army Corps of Engineers. Response: The USACE requested additional information (mainly details regarding the aquatic resources and the wetland banking credits proposed) in an email dated December 20, 2022. A response addressing their questions was sent on December 29, 2022. No further updates have been received; however, they will be sent a copy of this revised MN Joint Application at which point Carlson McCain will inquiry about the status of the USACE permit. Sincerely, LOUCKS Zach Moen, PE Jon Donovan, PE Nate Ekhoff, PLA 210456 Minnesota Interagency Water Resource Application Form February 2014 Page 1 of 11 Joint Application Form for Activities Affecting Water Resources in Minnesota This joint application form is the accepted means for initiating review of proposals that may affect a water resource (wetland, tributary, lake, etc.) in the State of Minnesota under state and federal regulatory programs. Applicants for Minnesota Department of Natural Resources (DNR) Public Waters permits MUST use the MPARS online permitting system for submitting applications to the DNR. Applicants can use the information entered into MPARS to substitute for completing parts of this joint application form see the paragraph on MPARS at the end of the joint application form instructions for additional information). This form is only applicable to the water resource aspects of proposed projects under state and federal regulatory programs; other local applications and approvals may be required. Depending on the nature of the project and the location and type of water resources impacted, multiple authorizations may be required as different regulatory programs have different types of jurisdiction over different types of resources. Regulatory Review Structure Federal The St. Paul District of the U.S. Army Corps of Engineers (Corps) is the federal agency that regulates discharges of dredged or fill material into waters of the United States (wetlands, tributaries, lakes, etc.) under Section 404 of the Clean Water Act (CWA) and regulates work in navigable waters under Section 10 of the Rivers and Harbors Act. Applications are assigned to Corps project managers who are responsible for implementing the Corps regulatory program within a particular geographic area. State There are three state regulatory programs that regulate activities affecting water resources. The Wetland Conservation Act WCA) regulates most activities affecting wetlands. It is administered by local government units (LGUs) which can be counties, townships, cities, watershed districts, watershed management organizations or state agencies (on state-owned land). The Minnesota DNR Division of Ecological and Water Resources issues permits for work in specially-designated public waters via the Public Waters Work Permit Program (DNR Public Waters Permits). The Minnesota Pollution Control Agency (MPCA) under Section 401 of the Clean Water Act certifies that discharges of dredged or fill material authorized by a federal permit or license comply with state water quality standards. One or more of these regulatory programs may be applicable to any one project. Required Information Prior to submitting an application, applicants are strongly encouraged to seek input from the Corps Project Manager and LGU staff to identify regulatory issues and required application materials for their proposed project. Project proponents can request a pre- application consultation with the Corps and LGU to discuss their proposed project by providing the information required in Sections 1 through 5 of this joint application form to facilitate a meaningful discussion about their project. Many LGUs provide a venue (such as regularly scheduled technical evaluation panel meetings) for potential applicants to discuss their projects with multiple agencies prior to submitting an application. Contact information is provided below. The following bullets outline the information generally required for several common types of determinations/authorizations. For delineation approvals and/or jurisdictional determinations, submit Parts 1, 2 and 5, and Attachment A. For activities involving CWA/WCA exemptions, WCA no-loss determinations, and activities not requiring mitigation, submit Parts 1 through 5, and Attachment B. For activities requiring compensatory mitigation/replacement plan, submit Parts 1 thru 5, and Attachments C and D. For local road authority activities that qualify for the state’s local road wetland replacement program, submit Parts 1 through 5, and Attachments C, D (if applicable), and E to both the Corps and the LGU. 211457 Minnesota Interagency Water Resource Application Form February 2014 Page 2 of 11 Submission Instructions Send the completed joint application form and all required attachments to: U.S Army Corps of Engineers. Applications may be sent directly to the appropriate Corps Office. For a current listing of areas of responsibilities and contact information, visit the St. Paul District’s website at: http://www.mvp.usace.army.mil/Missions/Regulatory.aspx and select “Minnesota” from the contact Information box. Alternatively, applications may be sent directly to the St. Paul District Headquarters and the Corps will forward them to the appropriate field office. Section 401 Water Quality Certification: Applicants do not need to submit the joint application form to the MPCA unless specifically requested. The MPCA will request a copy of the completed joint application form directly from an applicant when they determine an individual 401 water quality certification is required for a proposed project. Wetland Conservation Act Local Government Unit: Send to the appropriate Local Government Unit. If necessary, contact your county Soil and Water Conservation District (SWCD) office or visit the Board of Water and Soil Resources (BWSR) web site www.bwsr.state.mn.us) to determine the appropriate LGU. DNR Public Waters Permitting: In 2014 the DNR will begin using the Minnesota DNR Permitting and Reporting System (MPARS) for submission of Public Waters permit applications (https://webapps11.dnr.state.mn.us/mpars/public/authentication/login). Applicants for Public Waters permits MUST use the MPARS online permitting system for submitting applications to the DNR. To avoid duplication and to streamline the application process among the various resource agencies, applicants can use the information entered into MPARS to substitute for completing parts of this joint application form. The MPARS print/save function will provide the applicant with a copy of the Public Waters permit application which, at a minimum, will satisfy Parts one and two of this joint application. For certain types of activities, the MPARS application may also provide all of the necessary information required under Parts three and four of the joint application. However, it is the responsibility of the Applicant to make sure that the joint application contains all of the required information, including identification of all aquatic resources impacted by the project (see Part four of the joint application). After confirming that the MPARS application contains all of the required information in Parts one and two the Applicant may attach a copy to the joint application and fill in any missing information in the remainder of the joint application. 212458 Minnesota Interagency Water Resource Application Form February 2014 Page 3 of 11 Project Name and/or Number: PART ONE: Applicant Information If applicant is an entity (company, government entity, partnership, etc.), an authorized contact person must be identified. If the applicant is using an agent (consultant, lawyer, or other third party) and has authorized them to act on their behalf, the agent’s contact information must also be provided. Applicant/Landowner Name: Xcel Energy Mailing Address: 414 Nicollet Mall, Mezzanine, Minneapolis, MN 55401 Phone: 612-554-5396 E-mail Address: Chad.T.Wollak@xcelenergy.com Authorized Contact (do not complete if same as above): Mailing Address: Phone: E-mail Address: Agent Name: Danny Margarit Mailing Address: 15650 36th Ave N Suite 110, Plymouth, MN 55446 Phone: 651-304-0391 E-mail Address: dmargarit@carlsonmccain.com PART TWO: Site Location Information County: Carver City/Township: Chanhassen Parcel ID and/or Address: 1891 Arboretum Boulevard Legal Description (Section, Township, Range): Sec 15, T116N, R23W Lat/Long (decimal degrees): -93.568635 44.861339 Attach a map showing the location of the site in relation to local streets, roads, highways. Approximate size of site (acres) or if a linear project, length (feet): 21.7 acres If you know that your proposal will require an individual Permit from the U.S. Army Corps of Engineers, you must provide the names and addresses of all property owners adjacent to the project site. This information may be provided by attaching a list to your application or by using block 25 of the Application for Department of the Army permit which can be obtained at: http://www.mvp.usace.army.mil/Portals/57/docs/regulatory/RegulatoryDocs/engform_4345_2012oct.pdf PART THREE: General Project/Site Information If this application is related to a delineation approval, exemption determination, jurisdictional determination, or other correspondence submitted prior to this application then describe that here and provide the Corps of Engineers project number. Describe the project that is being proposed, the project purpose and need, and schedule for implementation and completion. The project description must fully describe the nature and scope of the proposed activity including a description of all project elements that effect aquatic resources (wetland, lake, tributary, etc.) and must also include plans and cross section or profile drawings showing the location, character, and dimensions of all proposed activities and aquatic resource impacts. Please see attached narrative 213459 Minnesota Interagency Water Resource Application Form February 2014 Page 4 of 11 Project Name and/or Number: PART FOUR: Aquatic Resource Impact1 Summary If your proposed project involves a direct or indirect impact to an aquatic resource (wetland, lake, tributary, etc.) identify each impact in the table below. Include all anticipated impacts, including those expected to be temporary. Attach an overhead view map, aerial photo, and/or drawing showing all of the aquatic resources in the project area and the location(s) of the proposed impacts. Label each aquatic resource on the map with a reference number or letter and identify the impacts in the following table. Aquatic Resource ID (as noted on overhead view) Aquatic Resource Type wetland, lake, tributary etc.) Type of Impact fill, excavate, drain, or remove vegetation) Duration of Impact Permanent (P) or Temporary T)1 Size of Impact2 Overall Size of Aquatic Resource 3 Existing Plant Community Type(s) in Impact Area4 County, Major Watershed #, and Bank Service Area # of Impact Area5 Wetland 2 Wetland Fill P 0.166 ac 0.76 Wet Meadow Carver, 33, 9 WotUS 2 Stream Fill P 205’ (0.026 ac) 363’ Floodplain Forest Carver, 33, 9 Wetland 1 Wetland Excavate P 0.007 ac 0.007 ac Wet meadow Carver, 33, 9 1If impacts are temporary; enter the duration of the impacts in days next to the “T”. For example, a project with a temporary access fill that would be removed after 220 days would be entered “T (220)”. 2Impacts less than 0.01 acre should be reported in square feet. Impacts 0.01 acre or greater should be reported as acres and rounded to the nearest 0.01 acre. Tributary impacts must be reported in linear feet of impact and an area of impact by indicating first the linear feet of impact along the flowline of the stream followed by the area impact in parentheses). For example, a project that impacts 50 feet of a stream that is 6 feet wide would be reported as 50 ft (300 square feet). 3This is generally only applicable if you are applying for a de minimis exemption under MN Rules 8420.0420 Subp. 8, otherwise enter “N/A”. 4Use Wetland Plants and Plant Community Types of Minnesota and Wisconsin 3rd Ed. as modified in MN Rules 8420.0405 Subp. 2. 5Refer to Major Watershed and Bank Service Area maps in MN Rules 8420.0522 Subp. 7. If any of the above identified impacts have already occurred, identify which impacts they are and the circumstances associated with each: PART FIVE: Applicant Signature Check here if you are requesting a pre-application consultation with the Corps and LGU based on the information you have provided. Regulatory entities will not initiate a formal application review if this box is checked. By signature below, I attest that the information in this application is complete and accurate. I further attest that I possess the authority to undertake the work described herein. Signature: Date: I hereby authorize Danny Margarit to act on my behalf as my agent in the processing of this application and to furnish, upon request, supplemental information in support of this application. 1 The term “impact” as used in this joint application form is a generic term used for disclosure purposes to identify activities that may require approval from one or more regulatory agencies. For purposes of this form it is not meant to indicate whether or not those activities may require mitigation/replacement. 11/9/22 214460 Minnesota Interagency Water Resource Application Form February 2014 Page 5 of 11 Project Name and/or Number: Attachment A Request for Delineation Review, Wetland Type Determination, or Jurisdictional Determination By submission of the enclosed wetland delineation report, I am requesting that the U.S. Army Corps of Engineers, St. Paul District Corps) and/or the Wetland Conservation Act Local Government Unit (LGU) provide me with the following (check all that apply): Wetland Type Confirmation Delineation Concurrence. Concurrence with a delineation is a written notification from the Corps and a decision from the LGU concurring, not concurring, or commenting on the boundaries of the aquatic resources delineated on the property. Delineation concurrences are generally valid for five years unless site conditions change. Under this request alone, the Corps will not address the jurisdictional status of the aquatic resources on the property, only the boundaries of the resources within the review area including wetlands, tributaries, lakes, etc.). Preliminary Jurisdictional Determination. A preliminary jurisdictional determination (PJD) is a non-binding written indication from the Corps that waters, including wetlands, identified on a parcel may be waters of the United States. For purposes of computation of impacts and compensatory mitigation requirements, a permit decision made on the basis of a PJD will treat all waters and wetlands in the review area as if they are jurisdictional waters of the U.S. PJDs are advisory in nature and may not be appealed. Approved Jurisdictional Determination. An approved jurisdictional determination (AJD) is an official Corps determination that jurisdictional waters of the United States are either present or absent on the property. AJDs can generally be relied upon by the affected party for five years. An AJD may be appealed through the Corps administrative appeal process. In order for the Corps and LGU to process your request, the wetland delineation must be prepared in accordance with the 1987 Corps of Engineers Wetland Delineation Manual, any approved Regional Supplements to the 1987 Manual, and the Guidelines for Submitting Wetland Delineations in Minnesota (2013). http://www.mvp.usace.army.mil/Missions/Regulatory/DelineationJDGuidance.aspx 215461 Minnesota Interagency Water Resource Application Form February 2014 Page 6 of 11 Project Name and/or Number: Attachment B Supporting Information for Applications Involving Exemptions, No Loss Determinations, and Activities Not Requiring Mitigation Complete this part if you maintain that the identified aquatic resource impacts in Part Four do not require wetland replacement/compensatory mitigation OR if you are seeking verification that the proposed water resource impacts are either exempt from replacement or are not under CWA/WCA jurisdiction. Identify the specific exemption or no-loss provision for which you believe your project or site qualifies: Provide a detailed explanation of how your project or site qualifies for the above. Be specific and provide and refer to attachments and exhibits that support your contention. Applicants should refer to rules (e.g. WCA rules), guidance documents (e.g. BWSR guidance, Corps guidance letters/public notices), and permit conditions (e.g. Corps General Permit conditions) to determine the necessary information to support the application. Applicants are strongly encouraged to contact the WCA LGU and Corps Project Manager prior to submitting an application if they are unsure of what type of information to provide: 216462 Minnesota Interagency Water Resource Application Form February 2014 Page 7 of 11 Project Name and/or Number: Attachment C Avoidance and Minimization Project Purpose, Need, and Requirements. Clearly state the purpose of your project and need for your project. Also include a description of any specific requirements of the project as they relate to project location, project footprint, water management, and any other applicable requirements. Attach an overhead plan sheet showing all relevant features of the project (buildings, roads, etc.), aquatic resource features (impact areas noted) and construction details (grading plans, storm water management plans, etc.), referencing these as necessary: Please see attached narrative Avoidance. Both the CWA and the WCA require that impacts to aquatic resources be avoided if practicable alternatives exist. Clearly describe all on-site measures considered to avoid impacts to aquatic resources and discuss at least two project alternatives that avoid all impacts to aquatic resources on the site. These alternatives may include alternative site plans, alternate sites, and/or not doing the project. Alternatives should be feasible and prudent (see MN Rules 8420.0520 Subp. 2 C). Applicants are encouraged to attach drawings and plans to support their analysis: Please see attached narrative Minimization. Both the CWA and the WCA require that all unavoidable impacts to aquatic resources be minimized to the greatest extent practicable. Discuss all features of the proposed project that have been modified to minimize the impacts to water resources (see MN Rules 8420.0520 Subp. 4): Please see attached narrative Off-Site Alternatives. An off-site alternatives analysis is not required for all permit applications. If you know that your proposal will require an individual permit (standard permit or letter of permission) from the U.S. Army Corps of Engineers, you may be required to provide an off-site alternatives analysis. The alternatives analysis is not required for a complete application but must be provided during the review process in order for the Corps to complete the evaluation of your application and reach a final decision. Applicants with questions about when an off-site alternatives analysis is required should contact their Corps Project Manager. 217463 Minnesota Interagency Water Resource Application Form February 2014 Page 8 of 11 Project Name and/or Number: Attachment D Replacement/Compensatory Mitigation Complete this part if your application involves wetland replacement/compensatory mitigation not associated with the local road wetland replacement program. Applicants should consult Corps mitigation guidelines and WCA rules for requirements. Replacement/Compensatory Mitigation via Wetland Banking. Complete this section if you are proposing to use credits from an existing wetland bank (with an account number in the State wetland banking system) for all or part of your replacement/compensatory mitigation requirements. Wetland Bank Account # County Major Watershed # Bank Service Area # Credit Type if applicable) Number of Credits 1689 Sibley 33 9 2 .21 3 .10 4 .11 Applicants should attach documentation indicating that they have contacted the wetland bank account owner and reached at least a tentative agreement to utilize the identified credits for the project. This documentation could be a signed purchase agreement, signed application for withdrawal of credits or some other correspondence indicating an agreement between the applicant and the bank owner. However, applicants are advised not to enter into a binding agreement to purchase credits until the mitigation plan is approved by the Corps and LGU. Project-Specific Replacement/Permittee Responsible Mitigation. Complete this section if you are proposing to pursue actions restoration, creation, preservation, etc.) to generate wetland replacement/compensatory mitigation credits for this proposed project. WCA Action Eligible for Credit1 Corps Mitigation Compensation Technique2 Acres Credit % Requested Credits Anticipated3 County Major Watershed # Bank Service Area # 1Refer to the name and subpart number in MN Rule 8420.0526. 2Refer to the technique listed in St. Paul District Policy for Wetland Compensatory Mitigation in Minnesota. 3If WCA and Corps crediting differs, then enter both numbers and distinguish which is Corps and which is WCA. Explain how each proposed action or technique will be completed (e.g. wetland hydrology will be restored by breaking the tile……) and how the proposal meets the crediting criteria associated with it. Applicants should refer to the Corps mitigation policy language, WCA rule language, and all associated Corps and WCA guidance related to the action or technique: Attach a site location map, soils map, recent aerial photograph, and any other maps to show the location and other relevant features of each wetland replacement/mitigation site. Discuss in detail existing vegetation, existing landscape features, land use on and surrounding the site), existing soils, drainage systems (if present), and water sources and movement. Include a topographic map showing key features related to hydrology and water flow (inlets, outlets, ditches, pumps, etc.): 218464 Minnesota Interagency Water Resource Application Form February 2014 Page 9 of 11 Project Name and/or Number: Attach a map of the existing aquatic resources, associated delineation report, and any documentation of regulatory review or approval. Discuss as necessary: For actions involving construction activities, attach construction plans and specifications with all relevant details. Discuss and provide documentation of a hydrologic and hydraulic analysis of the site to define existing conditions, predict project outcomes, identify specific project performance standards and avoid adverse offsite impacts. Plans and specifications should be prepared by a licensed engineer following standard engineering practices. Discuss anticipated construction sequence and timing: For projects involving vegetation restoration, provide a vegetation establishment plan that includes information on site preparation, seed mixes and plant materials, seeding/planting plan (attach seeding/planting zone map), planting/seeding methods, vegetation maintenance, and an anticipated schedule of activities: For projects involving construction or vegetation restoration, identify and discuss goals and specific outcomes that can be determined for credit allocation. Provide a proposed credit allocation table tied to outcomes: Provide a five-year monitoring plan to address project outcomes and credit allocation: Discuss and provide evidence of ownership or rights to conduct wetland replacement/mitigation on each site: Quantify all proposed wetland credits and compare to wetland impacts to identify a proposed wetland replacement ratio. Discuss how this replacement ratio is consistent with Corps and WCA requirements: By signature below, the applicant attests to the following (only required if application involves project-specific/permittee responsible replacement): All proposed replacement wetlands were not: Previously restored or created under a prior approved replacement plan or permit Drained or filled under an exemption during the previous 10 years Restored with financial assistance from public conservation programs Restored using private funds, other than landowner funds, unless the funds are paid back with interest to the individual or organization that funded the restoration and the individual or organization notifies the local government unit in writing that the restored wetland may be considered for replacement. The wetland will be replaced before or concurrent with the actual draining or filling of a wetland. An irrevocable bank letter of credit, performance bond, or other acceptable security will be provided to guarantee successful completion of the wetland replacement. Within 30 days of either receiving approval of this application or beginning work on the project, I will record the Declaration of Restrictions and Covenants on the deed for the property on which the replacement wetland(s) will be located and submit proof of such recording to the LGU and the Corps. Applicant or Representative: Title: Signature: Date: 219465 Minnesota Interagency Water Resource Application Form February 2014 Page 10 of 11 Project Name and/or Number: Attachment E Local Road Replacement Program Qualification Complete this part if you are a local road authority (county highway department, city transportation department, etc.) seeking verification that your project (or a portion of your project) qualifies for the MN Local Government Road Wetland Replacement Program (LGRWRP). If portions of your project are not eligible for the LGRWRP, then Attachment D should be completed and attached to your application. Discuss how your project is a repair, rehabilitation, reconstruction, or replacement of a currently serviceable road to meet state/federal design or safety standards/requirements. Applicants should identify the specific road deficiencies and how the project will rectify them. Attach supporting documents and information as applicable: Provide a map, plan, and/or aerial photograph accurately depicting wetland boundaries within the project area. Attach associated delineation/determination report or otherwise explain the method(s) used to identify and delineate wetlands. Also attach and discuss any type of review or approval of wetland boundaries or other aspects of the project by a member or members of the local Technical Evaluation Panel (TEP) or Corps of Engineers: In the table below, identify only the wetland impacts from Part 4 that the road authority has determined should qualify for the LGRWRP. Wetland Impact ID as noted on overhead view) Type of Impact fill, excavate, drain) Size of Impact square feet or acres to 0.01) Existing Plant Community Type(s) in Impact Area1 County, Major Watershed #, and Bank Service Area # of Impact2 1Use Wetland Plants and Plant Community Types of Minnesota and Wisconsin 3rd Ed. as modified in MN Rules 8420.0405 Subp. 2. 2Refer to Major Watershed and Bank Service Area maps in MN Rules 8420.0522 Subp. 7. Discuss the feasibility of providing onsite compensatory mitigation/replacement for important site-specific wetland functions: Please note that under the MN Wetland Conservation Act, projects with less than 10,000 square feet of wetland impact are allowed to commence prior to submission of this notification so long as the notification is submitted within 30 days of the impact. The Clean Water Act has no such provision and requires that permits be obtained prior to any regulated discharges into water of the United States. To avoid potential unauthorized activities, road authorities must, at a minimum, provide a complete application to the Corps and receive a permit prior to commencing work. By signature below, the road authority attests that they have followed the process in MN Rules 8420.0544 and have determined that the wetland impacts identified in Attachment D are eligible for the MN Local Government Road Wetland Replacement Program. Road Authority Representative: Title: Signature: Date: 220466 Minnesota Interagency Water Resource Application Form February 2014 Page 11 of 11 Technical Evaluation Panel Concurrence: Project Name and/or Number: TEP member: Representing: Concur with road authority’s determination of qualification for the local road wetland replacement program? Yes No Signature: _________________________________________ Date: TEP member: Representing: Concur with road authority’s determination of qualification for the local road wetland replacement program? Yes No Signature: _________________________________________ Date: TEP member: Representing: Concur with road authority’s determination of qualification for the local road wetland replacement program? Yes No Signature: _________________________________________ Date: TEP member: Representing: Concur with road authority’s determination of qualification for the local road wetland replacement program? Yes No Signature: _________________________________________ Date: Upon approval and signature by the TEP, application must be sent to: Wetland Bank Administration Minnesota Board of Water & Soil Resources 520 Lafayette Road North Saint Paul, MN 55155 221467 Page 1 of 2 Wetland Credit Agency, LLC w 12940 Overlook Road, Dayton, MN 55327 w 612-360-4700 V2.1_04-16-21 WETLAND CREDIT RESERVATION AGREEMENT This Minnesota Wetland Credit Reservation Agreement (“Agreement”) is made this 9th day of November, 2022 between the Wetland Credit Agency, LLC (“Seller”) and Xcel Energy (“Buyer”). (Seller and Buyer are collectively referred to as “Parties”). 1.Seller agrees to reserve the wetland banking credits (“Credits”) listed below: WETLAND CREDIT ACCOUNT(S) Acct. # County Major Watershed BSA Account Owner 1689 Sibley 33 – Minnesota (Shakopee) 9 Sibley Meadows CREDITS TO BE SOLD Acct # Credit Sub-group Acres Type Plant Community Type 1689 A 0.21 2 fresh (wet) meadow 1689 B 0.10 3 shallow marsh 1689 C 0.11 4 deep marsh Total 0.42 2.Seller represents and warrants as follows: a)The Credits are deposited in an account in the Minnesota Wetland Bank administered by the Minnesota Board of Water and Soil Resources (“BWSR”) pursuant to Minn. Rules Chapter 8420.0700-.0760. b)Seller owns the Credits and has the right to sell the Credits to Buyer. 3.Buyer will pay Seller the sale price as reflected on attached Seller Quote #455, terms as follows: a)$0.00 as earnest money, to be paid when this Agreement is signed; and b)The balance to be paid on or before the Closing Date listed below. 222468 Page 2 of 2 Wetland Credit Agency, LLC w 12940 Overlook Road, Dayton, MN 55327 w 612-360-4700 V2.1_04-16-21 4.In addition to the Credit fees in paragraph 3, Buyer agrees to pay to Seller the Withdrawal Fee and Easement Stewardship Fee totaling $1,230.60 for BWSR based upon the 2017 BWSR Fee Schedule to be paid at closing. Seller will then execute and forward a check made out for this amount, payable to BWSR. 5.The closing of the purchase and sale shall occur on or before February 17th, 2023 (Closing Date). The Closing Date may be changed by written consent of both parties. Upon payment of the balance of the purchase price, Seller will sign a fully executed Transaction Form to Withdraw Credits in the form specified by BWSR, and forward the same to BWSR along with a check for the withdrawal fee. 6.Buyer shall apply to the appropriate Local Government Unit (LGU) and the US Army Corps of Engineers for approval of a replacement plan utilizing the Credits as the means of replacing impacted wetlands. If the Local Government Unit (LGU) and/or the US Army Corps of Engineers has not approved the Buyer’s application for a replacement plan utilizing the Credits by the Closing Date, and no postponement of the Closing Date has been agreed to by Buyer and Seller in writing, then either Buyer or Seller may cancel this Agreement by giving written notice to the other. In this case, Seller shall return Buyer’s earnest money (if any), and neither Buyer nor Seller shall have any further obligations under this Agreement. If the LGU and/or the US Army Corps of Engineers has approved the replacement plan and the Seller is ready to proceed with the sale on the Closing Date, but Buyer fails to proceed, then the Seller may retain the earnest money as liquidated damages. 7.Buyer agrees that Agreement is not valid until a signed copy is provided to Seller. If Buyer has not forwarded a signed copy to Seller within 14 days after date signed by Seller, Agreement is null and void and neither Buyer nor Seller shall have any further obligations under this Agreement. Signature of Seller) (Date) (Signature of Buyer) (Date) By: Eric Trelstad, Wetland Credit Agency, LLC. By: _____________________________ Its: Owner Its: _____________________________ Address: 12940 Overlook Road Address: _________________________ Dayton, MN 55327 _________________________ 612-360-4700 11/09/2022 11/9/22 Chad Wollak, Xcel Energy Buyer 414 Nicollet Mall Minneapolis MN 55401 223469 15650 36th AVENUE NORTH, SUITE 110, PLYMOUTH, MN 55446 \ TEL 763.489.7900 \ FAX 763.489.7959 \ CARLSONMCCAIN.COM ENGINEERING \ LAND SURVEYING \ ENVIRONMENTAL January 12, 2023 Mr. Leigh Stoakes Xcel Energy 414 Nicollet Mall -2 Minneapolis, MN 55401 Re: Minnesota Joint Application – Attachment C: Avoidance and Minimization Xcel Energy Service Center - Chanhassen 1891 Arboretum Boulevard Chanhassen, Minnesota Dear Mr. Stoakes: Carlson McCain, Inc. is pleased to present this Avoidance and Minimization narrative to fulfill the requirements of the Minnesota Joint Application – Attachment C, as required for the wetland fill and replacement project for the above referenced Site (also referred to as the Property). The narrative was completed to explain the Project purpose, need, & requirements, as well as address avoidance and minimization, as required by Minnesota State Statute. The Preferred Site Plan, shown on Figure 1 impacts wetland resources on the property by placing parking lot, driveway, a portion of a building, and a stormwater retention pond within 0.17 acres of Type 2 wetlands (Wetlands 1 and 2, shown on Figure 2) and approximately 200 feet (or 0.03 acres based on the delineated ordinary high water mark) of its associated intermittent stream (WoTUS 2). These wetlands are located within the Rice Marsh Lake minor watershed and the Lower Minnesota River major watershed, in Carver County (Minnesota River Wetland Bank Service Area). 8420.0515 Special Considerations. This section addresses the Special Considerations listed in Minnesota State Statute 8420.0515 that should he reviewed before submitting a replacement plan. 1. Endangered and threatened species – A review of the Minnesota Department of Natural Resources (MNDNR) Natural Heritage Information System (NHIS) data did not identify any endangered or threatened species listings for the Property. 2. Rare natural communities – A review of the NHIS data did not identify any rare natural communities on the Property. 3. Special fish and wildlife resources – These wetlands do not provide fish passage and spawning areas, does not contain any colonial water bird nesting colonies, does not provide a significant wildlife travel corridor and is not large enough nor retains enough surface water to act as a migratory waterfowl concentration area. While the wetlands could potentially provide shelter usable as a deer wintering area, there are thicker more preferable wooded areas nearby on the Property that would provide superior protection for deer to winter in. 224470 Minnesota Joint Application – Attachment C: Avoidance and Minimization Xcel Energy Service Center - Chanhassen Carlson McCain, Inc. Page 2 4. Archeological, historic, or cultural resource sites – A review of the Property for known archaeological, historical, or cultural resource sites was requested from the Minnesota State Historical Preservation Office. No sites were identified on the Property. 5. Groundwater sensitivity – The Criteria and Guidelines for Assessing Geologic Sensitivity of Groundwater Resources in Minnesota equates groundwater aquifer sensitivity to the rate at which infiltration occurs (assuming that aquifers are more sensitive to contamination, if it can move through the overlying geologic formation faster). The soil type of the wetland is clay loam to silty loam (fine grained which would slow infiltration rates). In addition, the depth to groundwater is relatively deep. According to the Quaternary Hydrogeology water-Table System Map for Carver County, groundwater is located at 130 feet below ground surface (bgs) in this location. 6. Sensitive surface waters – MN State Statue 7050.0335 was reviewed, and no outstanding resource value waters were identified on the Property. In addition, MN State Statute 6264.0050 was reviewed, and no trout waters were identified on the Property. 7. Education or research use – According to the Property owner, Wetland 2 is not used for any educational or research purposes. 8. Waste disposal sites – There has been no hazardous or potentially hazardous waste observed during site visits to Wetland 2. 9. Consistency with other plans – This development has been encouraged by the City and fits with their goal of rezoning the property as Planned Unit Development with an Industrial Office Use and developing it as such. Project Purpose, Need, and Requirements. Clearly state the purpose of your project and need for your project. Also include a description of any specific requirements of the project as they relate to project location, project footprint, water management, and any other applicable requirements. Attach an overhead plan sheet showing all relevant features of the project (buildings, roads, etc.), aquatic resource features (impact areas noted) and construction details (grading plans, storm water management plans, etc.), referencing these as necessary: Xcel Energy is currently seeking required approvals to construct a new service center in Chanhassen on a 23-acre parcel located at 1891 Arboretum Blvd. The approximately 100,000 square foot facility will serve as new service center for electric distribution operations, replacing the existing Shorewood and Waconia Service Centers. The purpose of the facility is to serve Xcel Energy field employees and associated engineers and operation personnel. The site will not be open to the public or Xcel Energy customers. Replacing the aging service centers located in Shorewood and Waconia is a critical need for Xcel Energy Electrical Distribution Operations serving the Southwest Metro Area. Xcel Energy determined a strategically located, consolidated site would be more efficient and cost effective for the company, customers, and municipalities located in this area. 225471 Minnesota Joint Application – Attachment C: Avoidance and Minimization Xcel Energy Service Center - Chanhassen Carlson McCain, Inc. Page 3 Several key requirements were considered when identifying this site as our preferred location for the new facility: Maintain appropriate response times to customers Location within the territory relative to the larger customer base o Located closer the higher-populated east end of territory Quick and safe access to highways o Proximity to the MN State Highway 5 corridor Adequate parcel size to meet current and future needs o 15-20+ acres Zoning – Industrial Zoning District/Planned Unit Development o Currently zoned AG (Agricultural), identified as IOP (Industrial Office District) in the City Land Use Plan, Proposed PUD (Planned Unit Development) in the submission Xcel Energy hired a nationally recognized real estate firm to assist in the site search. During the 2+ year search, several parcels were identified, but none met all the required search criteria noted above. The subject property was the only site identified that met the core parameters of the site search. The site is one of the last remaining undeveloped Industrial Zoned use properties in the targeted search area. The attached Figure 3 highlights the area this site will serve. Xcel Energy does not have existing excess land in its portfolio to meet the needs of this site, making land acquisition a requirement of the project. Xcel Energy has met several times with City of Chanhassen Staff and has received positive feedback regarding the proposed project. Xcel Energy intends to work cooperatively with all stakeholders to design and construct a facility that is both an asset to the company and the surrounding communities they serve. The following is a brief description of the architectural needs/proposed design of the project. North Portion of Main Facility (2-story) Office Area, Upper Level – 18,226 SF: This level includes office space for engineering and operations staff with supporting conference room space and restrooms. There is also a Break Room and Training Room located on this level, and mechanical space to support the majority of the facility on the western side of this level. This level is accessed directly off the upper lot and primarily serves as office space for the service center. The area includes both open offices and private offices, as well as the many auxiliary spaces needed for a successful office building, including but not limited to; conference rooms, break rooms, mail rooms, print/copy spaces, and restrooms. The other main use of this floor is the main Mechanical and Electrical rooms. To prolong the life of their mechanical equipment, it is Xcel Energy’s standard to place any and all mechanical and electrical equipment inside. This means that there will be very few pieces of equipment up on the rood or outside adjacent to the building. 226472 Minnesota Joint Application – Attachment C: Avoidance and Minimization Xcel Energy Service Center - Chanhassen Carlson McCain, Inc. Page 4 Crew Area, Lower Level – 21,920 SF: Accessed directly off the yard, this level includes crew spaces that support daily functions of the service center. Two locker rooms with attached restrooms and showers, and large meeting rooms are included on this level to accommodate start and end of the field crew’s days. There is also a Warehouse space directly adjacent on the west side that provides the crews with their job materials and a tool crib space to store and maintain any specialty equipment and tools the crews may need on a job-by-job basis. Please see Attachment A for a detailed breakdown of Xcel’s needs for this facility. Southern Portion of Main Facility (1-story) Vehicle Storage– 39,844 SF: This portion of the facility is a tempered 1-story space housing 32 parking bays for the Xcel Fleet vehicles. Down the center of the room is a 15’ aisle to allow circulation of both the pedestrian (crew personnel) and forklift traffic (job materials being loaded on to trucks from the adjacent warehouse). Fleet Maintenance Building (1-story with mezzanines) High and Low Bay Garage with Office Support – 17,580 SF: This is a separate building directly south from the Office/Crew/Vehicle Storage building, which will provide (6) service bays for the Xcel Fleet. 4 low bays and 2 high bays with an overhead bridge crane allowing Xcel Energy to inspect and service their 55’ bucket trucks. This building also will have a small employee space which will include a break room, toilets, and an office space. On the very south end of the building, adjacent to the high bay, is a high mechanical mezzanine and a vehicle wash bay. The mezzanine will hold both wash bay equipment as well as most of the mechanical equipment for the building. Exterior Yard Open Yar d Space, Cold Storage Building, and covered storage structures: 3.60 acres: The Service Yard is located in the SE portion of the site and will provide covered storage on the north, cold storage structures (fully enclosed) on the east and south perimeters, and open yard storage in the center area. This Facility was located on this site in a very specific design to facilitate the functional aspects required by Xcel Energy and the aesthetic characteristics requested by the City of Chanhassen See Attachment B for Proposed Site Renderings). These include: North Portion of Main Facility (2-story): These are the ‘people’ spaces, and the location of these spaces will provide natural daylight and views for the occupants. In addition, the 2-story building will provide a visually pleasing architectural façade along the Highway 5 corridor. The north/south orientation of this portion of the facility will also provide visual screening of the ‘day-to day’ func tions of the service yard area below approx. 22 feet below the Highway 5 corridor). 227473 Minnesota Joint Application – Attachment C: Avoidance and Minimization Xcel Energy Service Center - Chanhassen Carlson McCain, Inc. Page 5 Remainder of Main Facility: Based on the location of the North portion of building, the remaining portions of the facility (Vehicle storage and Fleet Maintenance) needed to connect and/or align with this portion of the facility to maintain the functional relationships between spaces. Based on this functional need, the SE corner of the site was the natural location for the yard and covered storage areas. This is the only portion of the site that provided enough usable land area for the service yard needs, while maintaining a continuous paved connection between service yard area and the Vehicle Storage, Wa rehouse and Fleet Maintenance areas. Parking The City of Chanhassen does not have a specific parking requirement for a service center. The City does however have parking required for all components that make up the service center which was the basis for the initial parking calculation. Components of the code used to calculate this initial parking required were as follows: Lobby Space, Office/Workstations, Common Rooms and Support Spaces=1 Parking Stall/200 SF Warehouse (Up to 10,000 SF)=1 Parking Stall/1000 SF Warehouse (Over 10,000 SF)=1 Parking Stall/2000 Additional SF Warehouse (Xcel Vehicles)=1 Parking Stall Per Vehicle Vehicle Maintenance (8 Bays)=4 Parking Stalls plus 2 Stalls Per Bay Vehicular Storage/Wash Bay (34 Bays)=4 Stalls plus 2 Stalls Per Bay The results of these initial calculations indicated a need for about 307 parking stalls. This number of parking stalls is significantly more than what Xcel usually constructs for similar service centers. After review of these initial calculations Loucks determined that reviewing the number of parking stalls in this manner doubles and triples up the required parking spaces in most cases. For instance, all Xcel Staff going to this facility are accounted for in the Office/Workstation/Common Room required stalls. However, it is assumed that the Warehouse and Vehicular Maintenance/Storage parking requirements include Staff considerations as well. Similarly, Warehouse and Vehicular Maintenance/Vehicular Storage requires parking stalls for Xcel Vehicles onsite and stalls per bay. The majority of Xcel Vehicles onsite will be parked inside the Vehicular Maintenance/Storage building when they are not in use. The project proposal began with a more appropriate parking stall calculation based on similar facilities Xcel has constructed. Xcel has constructed and/or designed facilities recently in Hudson, Belle Plaine, Brainerd, and Belgrade. Those facilities have provided an average parking ratio of 1 parking stall per 509 Square Feet. Originally, 179 stalls were proposed for this Chanhassen facility, which provides 1 parking stall per 545 Square Feet which is a similar ratio of parking for the other facilities. However, after further discussion with the City, this number was further reduced down to 120 stalls. Xcel is confident this quantity of parking stalls will accommodate Xcel’s daily need, plus cover additional need for training events for employees from other Service Center locations, as well as remote employees who need to use the office facility periodically. Full-time staff is anticipated to be 68 employees. The building will have 12 hotel work stations for employees from other facilities that will occasionally be working at the proposed facility. 1 stall has been provided for each employee and 40 additional stalls are provided for anticipated future growth and training events. 228474 Minnesota Joint Application – Attachment C: Avoidance and Minimization Xcel Energy Service Center - Chanhassen Carlson McCain, Inc. Page 6 Constructing minimum the number of stalls required to make this facility operate successfully is a benefit to the City of Chanhassen and to Xcel Energy as it reduces impervious area on site by not constructing unneeded parking stalls and drive aisles. Stormwater Infrastructure The proposed filling of the aquatic resources will have direct impacts on the stormwater management design, above typical BMPs. The lobe of Wetland 2 and the stream currently convey stormwater runoff to the unnamed creek along the western boundary of the Property. After filling of the aquatic resources, the runoff will instead be transported through a large diameter stormwater pipe installed to convey water from the wetland directly to the stream along the western Property boundary). This stormwater pipe will be located within a 40’ wide easement which will not include any buildings or permanent structures. This pipe and associated easement will be managed under a maintenance agreement (including an operations and maintenance plan) which will be permanently attached to the Property through a deed restriction or similar title object. 50-year replacement cost of the public infrastructure has been estimated to be $2.1M. 100-year replacement cost of the public infrastructure has been estimated to be $16.8M. Avoidance. Both the CWA and the WCA require that impacts to aquatic resources be avoided if practicable alternatives exist. Clearly describe all on-site measures considered to avoid impacts to aquatic resources and discuss at least two project alternatives that avoid all impacts to aquatic resources on the site. These alternatives may include alternative site plans, alternate sites, and/or not doing the project. Alternatives should be feasible and prudent (see MN Rules 8420.0520 Subp. 2 C). Applicants are encouraged to attach drawings and plans to support their analysis: In the preliminary design phase of the Project, the team explored multiple options. Xcel has a very specific work flow that is needed to get employees from personal vehicle parking, to locker and break space, to crew rooms, through free stock and field preparation areas directly to their vehicles. Each vehicle has a dedicated bay with that crew’s tools, equipment, field gear, etc. Any orientation that is not a T or L shape leads to inefficient circulation and increased building footprint size to accommodate the circulation. The City requirements for building design on the Highway 5 corridor drives the East/West orientation of the occupied (office & personnel) portion of the building. The corridor also has both minimum and maximum setbacks, dictating the zone in which the north façade has to align. The design is at the northernmost setback to utilize as much of the NW, non-wetland property as possible. Moving east, west or south does not reduce impacts to the wetlands or creeks. Shifting the office portion east or west impacts internal flow. Flipping the internal uses would necessitate a west parking lot for employees, impacting the central and western creeks. The team explored concepts with both crew and vehicle buildings running east/west. The designs had even larger impact on the wetland(s) and created increased paving needs to accommodate heavy vehicle traffic. The internal flow, in order to connect the structures, required an enclosed link and forced the vehicle storage further south in order to access vehicle bays and for Fire Department access. 229475 Minnesota Joint Application – Attachment C: Avoidance and Minimization Xcel Energy Service Center - Chanhassen Carlson McCain, Inc. Page 7 The Team also looked at a large square/rectangular option with double loaded internal flow of vehicles. This design does not work for Xcel vehicle flow needs and it increases the footprint of the building in order to accommodate additional drive lane(s). It also created increased impact to wetlands due to required width and clearance of building and needed parking adjacencies. Based on the preliminary internal discussions and past discussions with the TEP, four alternative plans were explored in depth. Please see Table 1 for a summary comparison of the preferred plan and each alternate. The first alternative design that protected the wetlands and stream (shown on Figure 4), positioned the office space and vehicle maintenance facilities on the north end of the Property and the storage yard on the south side. The driveway connecting both areas would impact approximately 1,000 square feet of wetland (and would not impact the stream) which would qualify for a de minimis exemption per MN State Statue 8420.0420 Subp. 8 and update 103G.2241 Subd. 9. This alternative does not meet Xcel’s needs for the following reasons: Does not have two access points in case of emergencies, which is preferred for Xcel facilities, as good practice. The combined entry point does not separate employee traffic from truck traffic, forcing an intersection between pedestrians, cars, and trucks. Does not meet Xcel standard of keeping employee vehicles out of the yard. This layout would also not allow for the fleet storage and fleet maintenance building sizes that Xcel needs to properly serve the territory. This layout would require construction of retaining walls on the west side of the Property that would disturb the established buffer areas along the west creek. Due to limited room to ramp to upper level parking, an unmanageable ramp slope of 13.1% would be required for the driveway into the parking lot. The City of Chanhassen also requires the office building frontage to be on the north end of the property. This will provide visual screening of the ‘day-to day’ functions of the service yard area below. This design is not possible in this alternative. A large underground detention and filtration system would be required for stormwater management treatment on the north side of the site (cost estimated at $425,000 from local supplier). Which would have to be constructed in close proximity to the large retaining walls and building foundation which is not recommended from an engineering perspective. A second alternative design (Shown on Figure 5) was requested by the TEP which impacted only the wetlands, and not the intermittent stream. This plan would impact 0.108 acres of wetland (and would not impact the stream). The alternative does not meet Xcel’s needs for the following reasons: Does not have two access points in case of emergencies, which is preferred for Xcel facilities, as good practice. 230476 Minnesota Joint Application – Attachment C: Avoidance and Minimization Xcel Energy Service Center - Chanhassen Carlson McCain, Inc. Page 8 The combined entry point does not separate employee traffic from truck traffic, forcing an intersection between pedestrians, cars, and trucks. Does not meet Xcel standard of keeping employee vehicles out of the yard. Employee parking is located far from main entrances, requiring employees to cross driveway used by fleet vehicles, posing a safety issue. Due to limited room to ramp to upper level parking, a steep ramp slope of 7.4% would be required for the driveway into the parking lot. This layout would require construction of retaining walls on the west side of the Property that would disturb the established buffer areas along the west creek. The City of Chanhassen also requires the office building frontage to be on the north end of the property. This will provide visual screening of the ‘day-to day’ functions of the service yard area below. This design is not possible in this alternative. The increased separation of the fleet maintenance and the office/vehicle storage building does not provide the close adjacencies that Xcel requires. A large underground detention and filtration system would be required for stormwater management treatment on the north side of the site (cost estimated at $425,000 from local supplier). Separate rainwater reuse systems would be required for the fleet maintenance and main buildings due to the distance between them. Separate buildings would require an additional 350 feet of storm sewer piping to capture the main building roof drainage and route it down the fleet maintenance building where the wash bay re-use system is located. A third alternative design (Shown on Figure 6) was requested by the TEP which utilized underground storage systems and other BMPs to relocate parking, in an effort to minimize wetland impacts. This plan would impact 0.144 acres of wetland and 205 lineal feet of stream. The alternative does not meet Xcel’s needs for the following reasons: There is no way to provide a safe pedestrian pathway from the parking lot to the main entrance. Crew employee parking is separated from the main entrance, requiring employees to cross driveway used by fleet vehicles, posing a safety issue. This layout would increase impervious coverage of the site due to inefficiencies of separating lots and requiring additional driveway. This layout would require three driveway connections to Coulter Boulevard. A large underground detention and filtration system would be required for stormwater treatment on the south side of the creek (cost estimated at $350,000 from local supplier). A fourth alternative design (Shown on Figure 7) was requested by the TEP which utilized underground storage systems and other BMPs to shift the site plan west, in an effort to minimize wetland impacts. This plan would impact 0.160 acres of wetland and 255 lineal feet of stream. The alternative does not meet Xcel’s needs for the following reasons: 231477 Minnesota Joint Application – Attachment C: Avoidance and Minimization Xcel Energy Service Center - Chanhassen Carlson McCain, Inc. Page 9 This layout requires an additional 20 lineal feet of public storm sewer piping for rerouting drainage from the northeast wetland. This layout would require grading in close proximity to the 100-year flood elevation of the west creek. This would require construction of retaining walls that would disturb the established buffer areas along the creek and the buffer area side slopes would need to be increased to construct the required access berms around the stormwater ponds and to tie grades into existing elevations. This layout requires clearing & grubbing of an additional 8,000 ft2 and the removal of an additional six significant trees along the west creek. As previously mentioned, a 2+ year long search of available real estate that would fulfill Xcel Energy’s needs for this project only identified this property. Therefore, there are no other properties available at this time and Xcel Energy has decided they cannot delay the project any longer. By not completing the project, Xcel Energy would fail to replace the aging service centers located in Shorewood & Waconia, and not be able to provide electrical distribution operation service to the Southwest Metro Area up to their standards. The following four parcels (Shown on Figure 8) were identified as potential sites during the search: 1. Highway 5 and Audubon Road, Chanhassen: site was under contract by developer (Atkinson) for their own use. 2. Highway 212 and Powers Boulevard, Chanhassen: site was too far south and did not fit zoning requirements 3. Oak Ridge Hotel & Conference Center, Chaska: site was too far south and located outside of Xcel Energy distribution service territory 4. 312 Lake Hazeltine Boulevard, Chanhassen: site was too far south and located outside of Xcel Energy distribution service territory Minimization. Both the CWA and the WCA require that all unavoidable impacts to aquatic resources be minimized to the greatest extent practicable. Discuss all features of the proposed project that have been modified to minimize the impacts to water resources (see MN Rules 8420.0520 Subp. 4): The impacts to this wetland have been minimized to the greatest extent possible by designing the development in a way that only impacts the small lobe, avoiding the large basin that is connected to it. The proposed plan saves a majority of Wetland 2 (75%) from any impacts. In addition, the main stream on the west side of the Property is completely avoided. Both these features provide much higher quality water storage/infiltration/filtration benefits and wildlife habitat benefits than the small lobe of Wetland 2 and the intermittent stream that are proposed to be filled. By restricting impacts to these limited areas, Xcel Energy is protecting a majority of the ecological benefits provided by these resources, while still fulfilling their development needs which will provide utility benefits to the surrounding population and economic benefits to the City of Chanhassen. 232478 Minnesota Joint Application – Attachment C: Avoidance and Minimization Xcel Energy Service Center - Chanhassen Carlson McCain, Inc. Page 10 In addition, the impacts to Wetland 1 have been minimized by designing the development in a way that the wetland will still remain as a natural feature (vegetated stormwater retention pond). The basin will still provide water storage/filtration benefits as a stormwater pond. In addition, the basin will provide improved habitat for invertebrates, birds, and other wildlife, as it is expanded in size. Indirect Impacts. As requested by the Technical Evaluation Panel the following is a discussion of the potential indirect impacts from the proposed Project. Due to the design of the underground stormwater sewer line, and the current site conditions, the indirect impacts due to this wetland fill and replacement will be minimal. The lobe of Wetland 2 and its accompanying intermittent stream are not considered to be conducive to infiltration per the geotechnical report prepared by Braun Inertec. In addition, the streambed itself is in poor condition with little vegetation due to erosion caused by its hydrogeomorphic condition and intermittent nature of flows (see Attachment C USACE Stream Features Worksheet). The stormwater system will convey water from the wetland on the northeast corner of the site, to a stormwater retention pond located in the southwest corner of the site. This pond, and its associated BMPs will provide regulated flow to the western creek, as well as improve water quality due to sediment settling out prior to discharge to the creek. For additional information on the proposed stormwater management, please see the Stormwater Management Plan Hydrology Report and the Proposed Option civil plan set, included in Attachment D. US Army Corps of Engineers. The following information is provided as requested by the USACE Project Manager. The Stream Features Worksheet detailing what was delineated as “Waters of the US 2” is included in Attachment B. A Demolition Plan (which includes the type and location of each tree removed), as well as a summary inventory schedule have been included in Attachment E to assist in review of the potential for Northern Long-Eared Bat habitat. The total acreage of clearing and grubbing is 2.32 acres and as depicted in the plans, tree density is variable within that area. Closing If you have any questions or comments, please feel free to call me at (651) 304-0391 or send me an e- mail at dmargarit@carlsonmccain.com. We appreciate the opportunity to work with you on this Project. Sincerely, Carlson McCain, Inc. Danny Margarit, PhD Environmental Scientist Figures and Attachments: As noted 233479 FIGURES 234480 3506 5 STC 3 0 R C P 945.1535068 STC 1 2 R C P 944.0 3 40163 UPD.C COMM 952.21 40165 UPD.C 952.10 45180 GND 947.19 45181 GND 945.6245182 GND 947.42 45185 VLN B 946.74 45186 VLN 946.94 45187 GND 948.2545188 GND 949.73 45189 GND 950.26 45190 GND 950.25 45202 GND 953.27 45203 GND 952.36 45204 GND 950.29 45205 GND 952.00 45206 GND 950.86 45207 GND 952.50 45208 GND 953.26 45209 GND 952.22 45210 GND 951.06 45211 GND 950.2545212 GND 951.69 45215 GND 950.90 45216 GND 952.97 45217 GND 953.80 45218 GND 950.17 45219 FNB B 948.62 45220 VLN1 B 949.15 45221 GND 954.48 45222 GND 953.88 45223 GND 950.29 45224 VLN1 950.65 45225 GND 953.58 45226 VLN1 951.26 45227 GND 948.38 45228 VLN1 947.86 45229 GND 951.00 45230 GND 953.52 45231 GND 952.75 45232 GND 949.34 45233 VLN1 947.58 45234 GND 952.60 45235 GND 952.57 45236 GND 949.29 45237 GND 948.20 45238 VLN1 946.49 45239 GND 949.63 45240 GND 950.50 45241 VLN1 949.24 45242 GND 952.49 45243 GND 955.05 45244 GND 954.25 45245 GND 954.19 45246 GND 953.22 45247 GND 953.37 45248 GND 953.04 45249 GND 953.37 45250 GND 954.39 45251 GND 953.19 45252 GND 954.55 45253 GND 954.54 45254 GND 954.76 45255 GND 954.05 45256 GND 953.60 45257 GND 954.45 45258 GND 953.68 45259 GND 954.51 45260 GND 954.50 45261 GND 956.34 45313 GND 955.54 45314 GND 956.44 45315 GND 955.34 45316 GND 954.80 45317 GND 954.11 45318 GND 954.27 45319 GND 955.14 45320 GND 954.10 45321 GND 955.34 45322 GND 955.18 45323 GND 955.78 45324 GND 955.99 45325 GND 955.68 45326 GND 956.11 45369 GND 956.36 45370 GND 955.80 45371 GND 955.75 45373 GND 955.84 45374 GND 954.84 45375 GND 952.88 45376 GND 951.80 45377 GND 955.29 45378 GND 953.60 45379 GND 956.18 45380 GND 955.71 45389 954.62 45390 GND 954.14 45391 GND 956.32 45392 GND 956.40 45393 GND 957.05 45394 GND 956.44 45395 GND 956.44 45396 GND 954.44 45397 GND 953.76 45398 GND 952.22 45399 GND 951.00 45400 GND 954.11 45401 GND 953.70 45402 GND 955.87 45403 GND 955.55 45404 GND 956.78 45405 GND 956.00 45406 GND 953.04 45407 GND 951.68 45408 GND 950.44 45409 GND 951.55 45410 GND 950.94 45411 VLN1 950.05 40001 CGB AB 966.84 40002 CGB 965.52 40007 CL B AB 966.59 40008 CL 965.32 40009 CL 964.18 40010 CGB 963.79 40011 CGB AE 962.77 40012 CL AE 963.0240013 CL 961.94 40014 CGB 961.8640015CGB 960.85 40018 CL 961.2640019 CL 960.26 40020 CGB 959.92 40022 CGB 959.21 40023 CL 959.6340024 CL 958.45 40025 CL 958.10 40026 CGB 957.9840029 CGB 956.70 40030 CL 956.9540031CL 955.33 40036 CGB 954.8640037CGB 953.40 40039 CL 953.3140040 CL AB 951.35 40041 CGB AB 951.43 40042 CGB 949.77 40043 CGB AE AB 948.25 40044 CL 949.09 40046 CL 946.89 40047 CGB 946.30 40048 CGB 944.50 40049 CL 944.54 40050 CL 942.69 40051 CGB 942.15 40053 CGB 940.81 40056 CL 940.86 40058 CL 939.54 40059 CGB 939.72 40060 CGB 938.62 40061 CL 938.71 40062 CL 937.74 40063 CGB 937.58 40064 CGB 936.42 40065 CL 936.74 40066 CL AE 935.78 40068 CGB 935.48 40069 CGB AE 935.34 40070 CL 935.29 40071 CL 934.96 40072 CGB 934.90 40073 CGB 934.61 40078 CL 934.83 40079 CL 934.94 40080 CGB 934.71 40082 CGB 934.98 935.27 40108 CON 935.41 40109 CON1 935.56 40111 CON 935.30 40112 CON1 935.44 40113 CON1 935.42 40114 CON 935.20 40116 CON 935.17 40117 CON1 935.40 40118 CON1 935.45 40119 CON 935.17 40121 CON 935.56 40122 CON1 935.54 40123 CON1 E 936.03 40124 CON1 B 935.8140125 CON 935.80 40127 CON1 AB 936.44 40128 CON AB 936.40 40129 CON 937.46 40130 CON1 937.76 40131 CON1 AE 938.28 40132 CON AE 938.34 40134 CON1 939.42 40135 CON 939.52 40136 CON 940.6740137VHA4 940.61 40138 BIT E 940.54 40139 BIT E 940.85 40140 CON AB 941.30 40141 CON1 AB 941.26 40142 CON1 943.08 40143 CON 942.91 40145 CON 944.85 40146 CON1 945.71 40148 CON 947.16 40149 CON1 947.34 40150 CON1 949.15 40151 CON 949.14 40153 CON AE 950.74 40154 CON1 AE 950.92 40155 CON1 951.68 40156 CON1 951.82 40157 CON1 952.08 40162 CON1 952.05 40166 CON 951.54 40168 CON 953.72 40169 CON1 954.08 40171 CON 955.52 40172 CON1 955.72 40173 CON1 957.12 40174 CON 956.78 40176 CON 957.97 40177 CON1 958.30 40178 CON1 959.58 40179 CON 959.48 40182 CON 960.35 40183 CON1 960.47 40184 CON1 961.16 40185 CON 961.22 40186 CON 962.36 40188 CON1 962.21 40189 CON1 AB 962.87 40190 CON AB 962.72 40191 CON 964.00 40192 CON1 964.12 40194 CON 964.92 40195 CON1 965.06 40196 CON1 AE 966.47 40197 CON1 E 967.06 40198 CON AE 966.25 40199 CON E 967.00 40238 GND 936.38 40239 GND 943.86 40240 GND 945.95 40241 GND 944.60 40242 VLN B J45185 946.24 40243 VLN 945.41 40244 GND 946.02 40245 GND 946.33 40246 GND 945.83 40247 VLN 946.42 40248 VLN E J45186 947.85 40249 GND 947.78 40250 GND 950.01 40251 GND 947.15 40252 GND 946.92 40253 GND 949.44 40254 GND 949.88 40255 GND 950.58 40256 VLN B J45220 943.39 40257 VLN 939.53 40258 GND 940.59 40259 GND 944.38 40260 GND 947.46 40261 GND 943.39 40262 GND 939.32 40263 GND 941.51 40264 GND 937.73 40265 GND 938.83 40266 GND 940.18 40267 GND 942.15 40268 GND 936.5140269 VLN 936.19 40270 GND 935.59 40271 VLN 934.77 40272 GND 933.20 40273 VLN 934.90 40274 GND 932.36 40275 GND 928.60 40276 GND 926.17 40277 GND 934.50 40278 GND 935.76 40279 GND 938.51 40280 GND 939.14 40281 GND 938.88 40282 GND 938.40 40283 GND 941.87 40284 GND 942.58 40285 GND 944.52 40286 GND 945.05 40287 GND 944.36 40288 GND 944.2440289 GND 945.24 40290 GND 944.50 40291 GND 945.28 40292 GND 945.20 40293 GND 945.01 40294 GND 934.54 40295 GND 934.79 40296 GND 934.42 40297 GND 936.01 40298 VLN 934.97 40299 GND 934.61 40300 GND 936.39 40301 GND 935.48 40302 VLN 935.60 40303 GND 935.94 40304 GND 929.89 40305 VLN 932.28 40306 VLN E 924.83 40307 GND 926.36 40308 GND 930.84 40309 GND 939.27 40310 GND 943.62 40311 GND 944.8040312 GND 944.4540313GND 944.34 40314 GND 944.48 40315 GND 944.03 40316 GND 943.95 40317 GND 943.23 40318 GND 942.28 40319 GND 941.71 40320 GND 943.09 40321 GND 939.55 40322 GND 936.40 40323 GND 931.6240325GND 938.96 40326 GND 937.29 40327 GND 936.92 40328 GND 936.12 40329 GND 964.59 40330 GND 964.93 40331 GND 964.69 40332 GND 963.60 40333 GND 961.89 40334 GND 962.70 40335 GND 965.21 40336 GND 966.08 40337 GND 967.30 40338 GND 965.55 40339 GND 964.00 40340 GND 965.48 40341 GND 961.48 40342 GND 960.56 40343 GND 958.65 40344 GND 958.98 40345 GND 958.32 40346 GND 956.36 40347 GND 957.21 40348 GND 956.17 40349 GND 959.49 40350 GND 962.87 40351 GND 962.66 40352 GND 964.81 40353 GND 965.05 40354 GND 961.62 40355 GND 962.77 40356 GND 965.20 40357 GND 964.61 40358 GND 963.20 40359 GND 961.67 40360 GND 961.20 40361 GND 959.85 40362 GND 958.88 40363 GND 957.58 40364 GND 958.83 40365 GND 957.21 40366 GND 958.31 40367 GND 957.42 40368 GND 957.43 40369 GND 955.96 40370 GND 954.74 40371 GND 953.92 40372 GND 953.18 40373 GND 953.07 40382 GND 953.91 40383 GND 954.57 40384 GND 954.67 40385 GND 955.55 40386 GND 956.04 40387 GND 952.86 40389 GND 952.37 40391 GND 951.52 40394 GND 950.75 40397 GND 949.59 40399 GND 949.86 40400 GND 949.29 40404 GND 950.02 40412 GND 953.20 40413 VLN B J30339 953.46 40415 GND 953.1240417 GND 953.92 40418 GND 953.59 40419 VLN 954.23 40422 VLN E GDEN B 954.03 40423 GDEN 954.45 40426 GDEN 956.17 40427 GND 957.23 40428 GND 958.34 40429 GND 955.32 40430 GND 957.68 40431 GND 954.79 40432 GND 953.52 40433 GND 953.08 40434 GND 952.74 40435 GND 953.96 40436 GND 959.07 40437 GDEN 959.17 40438 GDEN 962.86 40439 GND 965.48 40442 GND 967.87 40444 GDEN 965.39 40445 GND 963.78 40447 OHU E J40446 955.52 40450 GND 969.88 40451 GND 967.09 40452 GDEN 964.25 40453 GDEN 964.53 40454 GND 966.81 40455 GDEN 968.43 40456 GDEN 971.87 40457 GND 972.26 40458 GND 967.92 40459 GND 968.70 40460 GND 975.7440461GDEN 975.99 40462 GND 978.10 40463 GND 969.32 40464 GND 977.50 40465 GND 979.5840466GDEN 979.70 40467 GND 979.54 40468 GND 977.48 40469 GDEN 977.39 40470 GND 978.18 40472 GND 979.51 40473 GND 970.69 40474 GND 970.60 40475 GND 970.25 40476 GND 976.09 40477 GDEN 975.60 40478 GDEN 974.01 40479 GDEN 972.52 40481 GND 970.9340482 VLN B 969.60 40483 VLN GND 970.78 40484 GND 970.97 40485 VLN 969.08 40486 GND 969.57 40487 GDEN E VLN 971.28 40488 VLN 969.23 40489 GND 968.34 40490 VLN 967.32 40491 VLN 966.88 40492 GND 965.63 40493 GND 970.84 40494 VLN 962.76 40495 GND 961.41 40496 GND 958.23 40497 VLN 957.13 40498 GND 955.79 40499 VLN 955.41 40500 GND 954.67 40501 GND 952.11 40502 VLN 950.44 40503 VLN 947.79 40504 GND 947.95 40505 VLN 947.57 40506 GND 946.58 40507 GND 947.59 40508 GND 947.47 40509 VLN 948.02 40510 GND 947.50 40511 GND 947.95 40512 GND 948.10 40513 GND 948.09 40514 GND 948.10 40515 VLN E J30327 GDEN E J30328 947.88 40516 GND 948.39 40517 GND 948.73 40518 GND 948.5740519 VLN E J30327 948.50 40520 GND 955.87 40521 GND 953.94 40522 GND 953.57 40523 GND 953.69 40524 GND 953.77 40525 GND 953.04 40526 GND 953.17 40527 GND 951.14 40528 GND 951.34 40529 GND 944.32 40530 GND 945.09 40531 BIT B J40138 941.99 40532 BIT 941.01 40533 BIT AB 938.91 40534 BIT 937.69 40535 BIT AE AB 936.14 40536 BIT 934.71 40537 BIT E AE 933.57 40538 BIT B AB 933.21 40539 BIT 934.44 40540 BIT AE AB 935.48 40541 BIT 936.72 40542 BIT AE 938.60 40543 BIT 940.74 40544 BIT E J40139 941.93 40545 GND 945.11 40546 GND 949.88 40547 GND 942.12 40548 GND 941.44 40549 GND 939.89 40550 GND 940.57 40551 GND 937.7740552 GND 937.90 40553 GND 932.33 40554 GND 928.34 40555 GND 929.89 40556 GND 939.11 40557 GND 935.78 40558 GND 937.08 40559 GND 933.88 40560 VLN1 B 933.84 40561 GND 935.72 40562 GND 937.52 40563 GND 938.35 40564 GND 937.38 40565 VLN1 E J30039 937.89 40566 VLN1 B J30039 937.26 40567 GND 936.85 40568 GND 936.93 40569 VLN1 936.42 40570 GND 935.48 40571 GND 936.86 40572 VLN1 937.01 40573 GND 937.76 40574 VLN1 938.91 40575 VLN1 939.32 40576 GND 940.03 40577 VLN1 941.14 40578 GND 943.13 40579 GND 943.09 40580 VLN1 945.70 40581 GND 947.83 40582 VLN1 949.73 40583 VLN1 949.14 40584 GND 948.93 40585 VLN1 E J40519 948.43 40586 GND 949.09 40587 GND 948.88 40588 GND 947.98 40589 GND 948.04 40590 GND 947.46 40591 GND 947.33 40592 GND 947.25 40593 GND 945.53 40594 GND 945.57 40595 GND 945.67 40596 GND 943.15 40597 GND 941.99 40598 GND 944.3740599 GND 944.83 40600 GND 944.63 40601 GND 944.42 40602 GND 944.38 40603 GND 944.08 40604 GND 943.60 40605 GND 943.46 40606 GND 942.69 40607 GND 943.34 40608 GND 942.35 40609 WTR B 3' WIDE CTRLN 938.78 40611 TEL B 966.9740612 TEL B 962.63 40613 ELC B 962.69 40614 ELC 961.94 40615 TEL 962.53 40616 TEL 956.87 40617 ELC 956.90 40618 ELC 956.26 40619 ELC E 956.26 40620 TEL 955.6640621 TEL E 952.94 40622 ELC B 951.76 40623 ELC E 952.18 40624 TEL B 951.42 40625 TEL 946.71 40626 TEL E 941.18 40631 GND 966.47 40633 GND 967.28 40634 GND 968.66 40635 GND 970.14 40636 GND 968.66 40637 VLN B J40482 967.85 40638 VLN 965.63 40639 GND 965.82 40640 GND 967.04 40641 GND 967.52 40642 GND 966.20 40644 GND 966.75 40645 GND 964.44 40646 GND 963.72 40647 VLN 964.41 40648 VLN 962.39 40649 VLN 959.62 40650 GND 958.80 40651 GND 957.50 40652 VLN 957.48 40653 GND 960.90 40654 GND 960.58 40655 GND 964.59 40656 GND 965.90 40657 GND 968.92 40658 GND 965.99 40659 GND 968.34 40660 GND 964.90 40661 GND 964.26 40662 GND 957.92 40663 GND 964.21 40664 GND 968.77 40665 GND 964.85 40666 GND 960.0140667 GND 956.70 40668 VLN 956.25 40669 GND 956.37 40670 GND 958.73 40671 VLN 962.42 40672 GND 964.08 40673 GND 965.33 40674 GND 966.97 40675 GND 960.87 40676 GND 961.54 40677 GND 960.46 40678 GND 956.81 40679 GND 953.00 40680 GND 952.42 40681 VLN 952.8440682 GND 952.51 40683 GND 952.14 40684 GND 958.64 40685 GND 961.18 40686 GND 960.79 40687 GND 955.77 40688 GND 953.95 40689 GND 955.0240690 GND 954.48 40691 GND 958.55 40692 GND 962.46 40693 GND 965.27 40694 GND 965.30 40695 GND 966.03 40696 GND 965.89 40697 GND 965.11 40698 GND 952.22 40699 GND 950.82 40700 GND 949.34 40701 GND 950.94 40702 GND 949.54 40703 VLN 950.80 40704 GND 952.09 40705 VLN 946.28 40706 GND 947.16 40707 GND 947.17 40708 GND 944.51 40709 VLN 943.8040710 GND 942.32 40711 GND 943.91 40712 VLN 943.8540713 GND 943.51 40714 GND 944.29 40715 VLN 944.34 40716 VLN 942.68 40717 GND 942.54 40718 GND 942.20 40719 GND 940.81 40720 GND 939.2440721 VLN 939.30 40722 GND 939.12 40723 GND 937.48 40724 GND 937.60 40725 GND 931.02 40726 GND 929.67 40727 GND 935.43 40728 VLN 935.96 40729 WTR1 B 3'CL 925.54 40730 WTR1 2'CL 925.79 40731 GND 927.55 40732 GND 928.64 40733 GND 935.10 40734 VLN 937.78 40735 GND 940.22 40736 GND 940.46 40737 GND 941.53 40738 VLN 941.99 40739 GND 939.7740740 GND 941.87 40741 GND 942.95 40742 GND 931.12 40743 WTR1 926.98 40744 GND 929.90 40745 GND 936.91 40746 GND 935.4440747 GND 932.3140748 GND 930.22 40749 WTR1 927.78 40750 GND 929.61 40751 GND 936.28 40752 GND 940.44 40753 GND 942.82 40754 VLN 939.71 40755 VLN 938.53 40756 GND 940.98 40757 GND 935.62 40758 GND 930.54 40759 WTR1 928.90 40760 WTR1 928.98 40761 GND 931.17 40762 GND 935.92 40763 GND 931.51 40764 VLN 932.49 40765 WTR1 929.41 40766 WTR1 929.59 40767 GND 930.7640768 GND 930.82 40769 WTR1 929.96 40770 GND 931.26 40771 GND 931.54 40772 GND 931.90 40773 WTR1 930.20 40774 GND 932.12 40775 WTR1 931.00 40776 GND 932.23 40777 GND 934.60 40778 GND 932.69 40779 WTR1 2' 931.7840780 GND 935.10 40781 GND 934.02 40782 VLN 934.16 40783 GND 935.72 40784 WTR1 E 3' 932.12 40785 GND 935.27 40786 GND 935.82 40787 VLN 936.20 40788 GND 938.66 40789 GND 940.37 40790 VLN 940.37 40791 VLN 941.08 40792 GND 941.34 40793 GND 942.79 40794 VLN 943.76 40795 GND 944.41 40796 GND 942.22 40797 GND 941.93 40798 GND 944.56 40799 GND 947.25 40800 GND 946.51 40801 GND 943.95 40802 VLN 945.86 40803 GND 946.69 40804 VLN 944.72 40805 GND 943.63 40806 GND 944.32 40807 VLN 945.14 40808 GND 944.99 40809 VLN 946.90 40810 GND 944.31 40811 GND 943.24 40812 GND 942.44 40813 GND 942.92 40814 GND 941.15 40815 GND 940.51 40816 GND 938.15 40817 GND 938.08 40818 GND 938.48 40819 GND 932.27 40820 GND 932.53 40821 GND 931.53 40822 GND 930.86 40823 GND 935.53 40824 GND 937.70 40825 GND 936.73 40826 GND 937.70 40827 GND 938.48 40828 GND 939.12 40829 GND 939.74 40830 GND 941.80 40831 GND 940.08 40832 GND 943.23 40833 GND 941.42 40834 GND 940.05 40835 GND 938.89 40836 GND 937.56 40837 GND 939.46 40838 GND 939.97 40839 GND 941.22 40840 GND 940.42 40841 GND 939.87 40842 GND 939.70 40843 GND 939.30 40844 GND 940.36 40845 GND 940.87 40846 GND 941.07 40847 GND 942.13 40848 GND 941.87 40849 GND 941.68 40850 VLN 949.08 40851 GND 950.11 40852 GND 953.34 40853 GND 953.0740854 VLN 952.61 40855 GND 952.75 40856 GND 951.24 40857 GND 951.65 40858 VLN 951.83 40859 GND 952.61 40860 GND 957.96 40861 GND 953.43 40862 GND 953.10 40863 GND 954.14 40864 VLN 952.32 40865 VLN 955.91 40866 GND 955.66 40867 GND 957.11 40868 GND 959.17 40869 GND 960.16 40870 GND 960.24 40871 GND 956.14 40872 VLN 957.43 40873 VLN 965.06 40874 GND 962.93 40875 GND 959.79 40876 GND 963.16 40877 GND 963.31 40878 VLN 964.42 40879 VLN 964.95 40880 VLN E 965.47 40883 BIT B AB J40538 928.12 40884 BIT 926.4740885 BIT AE 924.48 40886 BIT CON B 923.72 40887 BIT 923.56 40888 BIT AB 924.43 40889 BIT 926.03 40890 BIT E AE J40537 928.60 40891 RWG B 928.30 40892 RWG 928.73 40893 RWG 936.47 40894 RWG 936.58 40895 RWG 936.57 40896 RWG 936.07 40897 RWG 936.04 40898 GND 935.30 40899 GND 930.60 40900 STEP B J40123 935.97 40901 STEP CON1 B 934.03 40902 STEP CON2 B 933.98 40903 STEP E J40124 935.80 40904 STEP B CON2 E 933.82 40905 STEP CON1 E 934.0140906 GND 935.09 40907 STEP CON1 B 932.05 40908 STEP F CON2 B 931.87 40909 STEP B CON2 E 931.88 40910 STEP CON1 E 932.02 40911 STEP CON1 B 930.03 40912 STEP F CON2 B 929.87 40913 STEP B CON2 E 929.92 40914 STEP CON1 E 930.02 40915 STEP CON1 B AB 928.24 40916 STEP F CON2 B AB 928.08 40917 CON2 927.98 40918 CON2 E AE STR B 928.06 40919 CON1 928.07 40920 CON1 E AE STR 928.25 40921 STEP CON1 B 926.3540922 STEP F CON2 B 926.15 40923 STEP B CON2 E 926.13 40924 STEP CON1 E 926.18 40925 CON 924.0440926 CON 924.07 40927 CON E STR 924.3340928 STEP F CON B 924.20 40929 CON 923.9840930 CON 923.37 40931 CON 922.27 40932 CON 922.36 40933 CON E 922.54 40934 CON B 922.00 40935 CON RWG1 B 921.99 40936 CON 921.98 40937 CON E J40887 923.16 40938 RWG 928.64 40939 RWG 927.88 40940 RWG 922.68 40941 GND 923.42 40942 GND 923.95 40943 GND 928.21 40944 GND 929.51 40945 GND 922.47 40946 GND 922.21 40947 GND 919.89 40949 RWG1 922.14 40950 RWG1 E 920.67 40951 GND 920.78 40952 WTR1 B 3'CL 919.59 40953 RWG F 922.44 40954 GND 920.88 40955 GND 921.71 40956 WTR1 919.44 40957 WTR1 919.66 40958 GND 921.89 40959 GND 921.98 40960 GND 921.13 40961 GND 925.23 40962 WTR1 921.04 40963 WTR1 E 920.94 40964 GND 923.0040965 GND 922.56 40966 GND 929.77 40967 GND 927.1540968 GND 924.38 40969 GND 923.20 40970 STRM INV 24"RCP 920.18 40972 WTR1 B 3'CL 921.04 40973 GND 922.53 40974 GND 923.16 40975 GND 924.30 40976 WTR1 921.21 40977 WTR1 921.35 40978 GND 923.84 40979 WTR1 921.45 40980 GND 923.17 40981 GND 924.61 40982 GND 924.52 40983 WTR1 921.55 40984 GND 923.31 40985 WTR1 921.84 40986 WTR1 922.04 40987 GND 923.6340988 GND 926.51 40989 GND 923.43 40990 GND 928.35 40991 GND 933.17 40992 GND 926.70 40993 GND 924.79 40994 GND 926.58 40995 GND 933.63 40996 GND 932.55 40997 GND 924.69 40998 WTR1 922.22 40999 GND 924.6841000GND 924.87 41001 GND 925.93 41002 WTR1 4' 922.60 41003 GND 924.74 41004 GND 935.89 41005 GND 932.36 41006 GND 936.27 41007 WTR1 923.08 41008 WTR1 922.81 41009 WTR1 923.07 41010 GND 925.1241011 GND 925.06 41012 GND 929.16 41013 WTR1 923.7341014GND 925.59 41015 GND 926.79 41016 GND 930.54 41017 GND 929.36 41018 GND 929.07 41019 GND 926.02 41020 WTR1 924.16 41021 GND 929.67 41022 GND 934.15 41023 GND 933.83 41024 GND 935.99 41025 GND 935.35 41026 GND 936.9841027 GND 931.34 41028 WTR1 924.35 41029 GND 928.84 41030 GND 927.72 41031 WTR1 925.03 41032 GND 928.97 41033 GND 928.17 41034 WTR1 924.84 41035 WTR1 3'CL 925.18 41036 WTR1 925.38 41037 WTR1 E J40729 925.64 41038 GND 928.65 41039 GND 929.9741040 GND 925.5341041 GND 928.44 41042 GND 928.60 41043 GND 936.67 41044 GND 940.53 41045 GND 935.47 41046 GND 942.97 41047 GND 945.30 41048 GND 945.95 41049 GND 945.55 41050 GND 943.72 41051 GND 941.44 41052 GND 943.28 41053 GND 945.28 41054 GND 942.43 41055 GND 939.84 41056 GND 940.29 41057 GND 940.64 41058 GND 942.19 41059 GND 943.74 41060 GND 945.14 41061 GND 943.24 41062 VLN J45411 948.22 41063 VLN E 947.54 41064 GND 946.07 41065 GND 941.05 41066 GND 941.27 41067 GND 946.45 41068 GND 946.16 41069 GND 946.13 41070 GND 947.26 41071 GND 949.01 41072 GND 949.48 41073 GND 946.53 41074 GND 951.52 41075 GND 948.40 41076 GND 952.21 41077 GND 944.53 41078 GND 944.55 41079 GND 939.47 41080 GND 937.63 41081 GND 935.50 41082 GND 933.75 41083 GND 938.34 41084 GND 937.31 41085 GND 932.10 41086 GND 931.56 41087 GND 932.20 41088 GND 935.70 41089 GND 938.78 41090 GND 944.23 41091 GND 936.54 41092 GND 934.4241093 GND 940.14 41094 GND 937.91 41095 GND 938.55 41096 GND 938.86 41097 GND 938.70 41098 GND 939.5141099GND 938.91 41100 GND 942.27 41101 GND 931.83 41102 GND 932.53 41103 GND 938.26 41104 GND 931.31 41105 GND 931.24 41106 GND 935.91 41107 GND 931.28 41108 GND 930.89 41109 GND 936.04 41110 GND 942.21 41111 GND 929.88 41112 GND 930.21 41113 GND 928.8441114 GND 928.9341115 GND 935.03 41116 GND 939.02 41117 GND 936.47 41118 GND 930.50 41119 GND 928.79 41120 GND 925.87 41121 GND 926.88 41122 GND 926.65 40374 WET B 2-1 955.03 40375 WET 2-2 954.4240376 WET 2-3 954.23 40377 WET 2-4 953.88 40378 WET 2-5 952.70 40379 WET 2-6 952.94 40380 WET 2-7 952.77 40381 WET 2-8 952.64 40388 WET 2-9 951.90 40390 WET 2-10 951.15 40392 WET 2-11 950.84 40393 WET 2-13 950.15 40395 WET 2-14 949.50 40396 WET 2-15 949.25 40398 WET 2-16 948.75 40401 WET 2-17 948.57 40402 WET 2-18 948.54 40403 WET 2-19 948.90 40405 WET 2-20 949.26 40406 WET 2-21 949.64 40407 WET 2-22 949.90 40408 WET 2-23 950.64 40409 WET 2-24 950.41 40410 WET 2-25 950.79 40411 WET 2-26 951.87 40414 WET 2-27 952.56 40416 WET 2-28 952.55 40420 WET 2-29 952.91 40421 WET 2-30 953.42 40424 WET 2-31 953.49 40425 WET 2-32 953.78 41123 WET 2-33 953.86 41124 WET 2-34 954.22 41125 WET 2-35 954.99 41126 WET E 2-36 955.59 41127 GND 954.16 41128 WET B 1-1 954.74 41129 WET 1-2 954.33 41130 WET 1-3 953.04 41131 WET 1-4 953.49 41132 WET 1-5 954.56 41133 WET 1-6 954.72 41134 WET E F 1-7 954.78 41135 GND 953.93 41136 GND 956.59 41137 GND 956.14 41138 GND 954.31 41139 GND 952.23 41140 GND 952.76 41141 GND 953.15 41142 GND 956.17 41143 GND 956.64 41144 GND 955.34 41145 GND 954.06 41146 GND 953.93 41147 GND 955.45 41148 GND 952.44 41149 GND 949.46 41150 GND 948.58 41151 GND 946.24 41152 GND 936.64 41153 WTR B J40784 934.96 41154 GND 937.04 41155 GND 937.62 41156 GND 941.54 41157 WTR E J35100 935.81 41158 GND 937.34 41159 GND 937.33 41160 GND 942.01 41161 GND 942.79 41162 GND 942.97 41163 GND 943.60 41164 GND 943.92 41165 GND 946.29 41166 GND 945.82 41167 GND 944.02 41168 GND 945.65 41169 GND 944.02 41170 GND 949.60 41171 GND 949.07 41172 GND 937.30 41173 GND 941.71 41174 GND 946.06 41175 GND 945.60 30000 VLN B 967.04 30001 VLN 964.9030002GDENBJ30001 964.22 30003 GDEN 962.9030004GDEN 962.38 30005 GDEN 962.5930006GDEN 962.1830007 GDEN 960.7530008GDEN 959.0730009 GDEN 957.45 30010 GDEN E J30011 956.30 30011 VLN1 B 955.70 30012 VLN1 954.19 30013 VLN1 953.3930014 VLN1 953.4930015VLN1 953.25 30016 VLN1 952.82 30017 VLN1 952.53 30018 VLN1 950.82 30019 VLN1 946.72 30020 VLN1 947.35 30021 VLN1 949.26 30022 VLN1 958.58 30023 VLN1 951.44 30024 VLN1 E J30011 954.67 30025 VLN2 B 953.59 30026 VLN2 954.75 30027 VLN2 955.71 30028 VLN2 956.05 30029 VLN2 949.74 30030 VLN2 954.25 30031 VLN2 955.57 30032 VLN2 954.95 30033 VLN2 E F 953.45 30034 GDEN B J30017 949.56 30035 GDEN 943.92 30036 GDEN 942.29 30037 GDEN 940.48 30038 GDEN 939.22 30039 GDEN 938.31 30040 GND 939.61 30041 GND 944.32 30042 GND 950.16 30043 GND 953.42 30044 GND 955.13 30045 GND 954.69 30046 GND 953.75 30047 GND 953.27 30048 GND 953.46 30049 GND 954.26 30050 GND 954.69 30051 GND 952.91 30052 GND 948.18 30053 GND 952.08 30054 GND 953.18 30055 GND 952.67 30056 GND 950.23 30057 GND 949.11 30058 GND 945.98 30059 GND 942.75 30060 GND 940.30 30061 GND 941.52 30062 GND 943.43 30063 GND 944.99 30064 GND 938.91 30065 GND 937.31 30066 GND 937.15 30067 GND 937.42 30068 GND 938.52 30069 GND 939.64 30070 GND 938.10 30071 GND 937.87 30072 GND 938.02 30073 GND 939.91 30074 GND 943.18 30075 GND 946.53 30076 GND 942.31 30077 GND 939.67 30078 GND 938.84 30079 GND 939.71 30080 GND 941.82 30081 GND 946.23 30082 GND 942.91 30083 GND 940.78 30084 GND 939.51 30085 GND 940.69 30086 GND 942.89 30087 GND 947.86 30088 GND 949.31 30089 GND 944.77 30090 GND 941.70 30091 GND 940.74 30092 GND 941.82 30093 GND 945.47 30094 GND 949.70 30095 GND 951.55 30096 GND 951.31 30097 GND 952.57 30098 GND 949.24 30099 GND 944.61 30100 GND 942.26 30101 GND 942.26 30102 GND 943.82 30103 GND 947.30 30104 GND 952.53 30105 GND 956.06 30106 GND 956.02 30107 GND 955.05 30108 GND 954.14 30109 GND 953.44 30110 GND 955.61 30111 GND 956.23 30112 GND 957.28 30113 GND 957.53 30114 GND 954.05 30115 GND 949.63 30116 GND 945.84 30117 GND 943.82 30118 GND 943.23 30119 GND 945.20 30120 GND 948.50 30121 GND 952.64 30122 GND 952.59 30123 GND 950.37 30124 GND 949.12 30125 GND 950.84 30126 GND 952.43 30127 GND 950.24 30128 GND 946.81 30129 GND 945.35 30130 GND 945.15 30131 GND 947.37 30132 GND 950.65 30133 GND 954.47 30134 GND 958.18 30135 GND 959.89 30136 GND 959.01 30137 GND 958.07 30138 GND 960.40 30139 GND 960.93 30140 GND 961.02 30141 GND 958.33 30142 GND 955.09 30143 GND 951.92 30144 GND 948.16 30145 GND 947.47 30146 GND 947.91 30147 GND 948.83 30148 GND 951.00 30149 GND 952.15 30150 GND 951.07 30151 GND 949.26 30152 GND 949.63 30153 GND 949.79 30154 GND 950.96 30155 GND 952.13 30156 GND 952.17 30157 GND 952.00 30158 GND 951.55 30159 GND 951.44 30160 GND 951.41 30161 GND 951.70 30162 GND 954.94 30163 GND 957.62 30164 GND 960.36 30165 GND 962.17 30166 GND 962.01 30167 GND 962.98 30168 GND 961.05 30169 GND 958.67 30170 GND 956.27 30171 GND 954.52 30172 GND 955.19 30173 GND 955.42 30174 GND 955.64 30175 GND 955.81 30176 GND 955.44 30177 GND 954.24 30178 GND 952.62 30179 GND 951.26 30180 GND 950.58 30181 GND 950.96 30182 GND 950.84 30183 GND 951.36 30184 GND 952.14 30185 GND 952.20 30186 GND 951.84 30187 GND 952.43 30188 GND 954.70 30189 GND 956.78 30190 GND 958.15 30191 GND 958.35 30192 GND 957.83 30193 GND 956.81 30194 GND 956.02 30195 GND 956.43 30196 GND 958.41 30197 GND 960.62 30198 GND 962.61 30199 GND 961.49 30200 GND 958.80 30201 GND 957.31 30202 GND 956.87 30203 GND 957.78 30204 GND 959.05 30205 GND 960.22 30206 GND 960.08 30207 GND 958.38 30208 GND 955.95 30209 GND 954.36 30210 GND 953.45 30211 GND 953.86 30212 GND 953.92 30213 GND 953.54 30214 GND 952.65 30215 GND 951.59 30216 GND 952.22 30217 GND 953.42 30218 GND 954.06 30219 GND 954.16 30220 GND 953.88 30221 GND 954.59 30222 GND 955.59 30223 GND 955.96 30224 GND 956.17 30225 GND 957.22 30226 GND 959.24 30227 GND 961.09 30228 GND 961.78 30229 GND 960.66 30230 GND 959.6030231 GND 957.99 30232 GND 959.34 30233 GND 960.57 30234 GND 959.42 30235 GND 956.94 30236 GND 955.58 30237 GND 954.65 30238 GND 954.89 30239 GND 955.37 30240 GND 954.14 30241 GND 953.46 30242 GND 953.82 30243 GND 954.78 30244 GND 955.91 30245 GND 958.14 30246 GND 958.70 30247 GND 957.50 30248 GND 956.6430249 GND 955.20 30250 GND 955.50 30251 GND 956.04 30252 GND 955.98 30253 GND 954.78 30254 GND 953.76 30255 GND 952.73 30256 GND 955.88 30257 GND 958.08 30258 GND 959.60 30259 GND 960.47 30260 GND 959.84 30261 GND 958.71 30262 GND 957.97 30263 GND 958.03 30264 GND 958.45 30265 GND 959.42 30266 GND 960.72 30267 GND 960.50 30268 GND 959.39 30269 GND 958.99 30270 GND 959.13 30271 GND 960.08 30272 GND 961.11 30273 GND 960.20 30274 GND 958.98 30275 GND 957.93 30276 GND 959.03 30277 GND 960.12 30278 GND 961.99 30279 GND 963.46 30280 GND 962.27 30281 GND 961.31 30282 GND 960.81 30283 GND 960.79 30284 GND 961.37 30285 VLN 962.03 30286 VLN 962.04 30287 VLN 962.85 30288 VLN 963.85 30289 VLN 965.27 30290 VLN 964.51 30291 VLN 962.29 30292 VLN 961.29 30293 VLN 960.51 30294 VLN 958.48 30295 VLN 957.40 30296 VLN 956.59 30297 VLN 955.86 30298 VLN 956.59 30299 VLN 957.45 30300 VLN 958.74 30301 VLN 960.14 30302 VLN 960.67 30303 VLN 962.06 30304 VLN 963.05 30305 VLN 962.44 30306 VLN 960.14 30307 VLN 958.38 30308 VLN 957.72 30309 VLN 957.00 30310 VLN 956.48 30311 VLN 956.31 30312 VLN 955.34 30313 VLN 954.04 30314 VLN 953.41 30315 VLN E 952.77 30316 GDEN1 B J30315 952.58 30317 GDEN1 952.65 30318 GDEN1 952.50 30319 GDEN1 952.43 30320 GDEN1 951.64 30321 GDEN1 950.91 30322 GDEN1 950.66 30323 GDEN1 949.98 30324 GDEN1 949.58 30325 GDEN1 949.08 30326 GDEN1 948.86 30327 GDEN1 E VLN B 948.76 30328 GDEN2 B 947.98 30329 GDEN2 948.24 30330 GDEN2 948.68 30331 GDEN2 948.99 30332 GDEN2 949.19 30333 GDEN2 950.11 30334 GDEN2 951.01 30335 GDEN2 951.50 30336 GDEN2 952.35 30337 GDEN2 952.15 30338 GDEN2 952.90 30339 GDEN2 E B VLN1 952.82 30340 GND 953.68 30341 GND 954.57 30342 GND 954.95 30343 GND 954.93 30344 GND 955.22 30345 GND 957.95 30346 GND 960.7630347GND 961.7330348 GND 962.27 30349 GND 964.90 30350 GND 968.25 30351 GND 971.0430352 GND 974.12 30353 GND 977.42 30354 GND 977.94 30355 GND 975.35 30356 GND 973.43 30357 GND 970.64 30358 GND 968.24 30359 GND 972.43 30360 GND 972.02 30361 GND 967.97 30362 GND 965.10 30363 GND 962.84 30364 GND 961.05 30365 GND 960.82 30366 GND 959.97 30367 GND 959.39 30368 GND 957.46 30369 GND 955.67 30370 GND 958.00 30371 GND 959.22 30372 GND 959.66 30373 GND 959.56 30374 GND 959.82 30375 GND 960.74 30376 GND 962.39 30377 GND 964.35 30378 GND 966.98 30379 GND 963.60 30380 GND 961.58 30381 GND 959.91 30382 GND 958.70 30383 GND 958.49 30384 GND 959.82 30385 GND 960.29 30386 GND 959.25 30387 GND 956.24 30388 GND 956.11 30389 GND 958.67 30390 GND 961.54 30391 GND 960.65 30392 GND 958.16 30393 GND 957.4830394GND 959.21 30395 GND 961.0230396 GND 961.1430397GND 961.83 30398 GND 959.22 30399 GND 957.33 30400 GND 956.06 30401 GND 955.36 30402 GND 952.74 30403 GND 949.31 30404 GND 948.34 30405 GND 948.39 30406 GND 950.42 30407 GND 953.19 30408 GND 956.37 30409 GND 957.76 30410 GND 958.67 30411 GND 959.86 30412 GND 959.95 30413 GND 959.20 30414 GND 958.97 30415 GND 956.66 30416 GND 953.35 30417 GND 950.28 30418 GND 948.84 30419 GND 948.70 30420 GND 950.36 30421 GND 953.21 30422 GND 956.42 30423 GND 957.79 30424 GND 957.26 30425 GND 957.32 30426 GND 957.52 30427 GND 957.22 30428 GND 956.79 30429 GND 956.42 30430 GND 956.75 30431 GND 955.08 30432 GND 952.28 30433 GND 950.20 30434 GND 949.22 30435 GND 949.97 30436 GND 951.71 30437 GND 953.71 30438 GND 954.91 30439 GND 956.60 30440 GND 957.79 30441 GND 958.63 30442 GND 961.29 30443 GND 959.46 30444 GND 956.97 30445 GND 954.40 30446 GND 951.67 30447 GND 950.45 30448 GND 951.82 30449 GND 953.22 30450 GND 953.61 30451 GND 953.82 30452 GND 953.97 30453 GND 954.61 30454 GND 955.89 30455 GND 955.02 30456 GND 955.54 30457 GND 956.91 30458 GND 958.09 30459 GND 960.02 30460 GND 958.34 30461 GND 956.22 30462 GND 954.26 35000 GND 949.63 35001 GND 950.12 35002 GND 955.40 35003 GND 963.72 35004 GND 964.05 35005 GND 957.92 35006 GND 951.34 35007 VLN B 949.58 35008 VLN 949.33 35009 VLN 949.33 35010 VLN 950.44 35011 VLN 950.93 35012 VLN GND 947.60 35013 VLN GND 945.02 35014 GND 948.29 35015 GND 952.58 35017 GND 957.43 35018 GND 963.59 35019 GND 964.28 35020 GND 958.56 35021 GND 952.85 35022 VLN GND 951.01 35023 VLN GND 951.14 35024 VLN GND 951.60 35025 VLN GND 952.70 35026 VLN GND 952.22 35027 VLN GND 952.91 35028 VLN E J40865 955.39 35029 GND 955.03 35030 GND 954.22 35031 GND 957.52 35032 GND 957.69 35033 GND 956.56 35034 GND 956.99 35035 GND 960.15 35036 GND 964.53 35037 GND 964.98 35038 GND 962.15 35039 GND 960.4935040 GND 960.10 35041 GND 962.19 35042 GND 963.25 35043 GND 963.31 35044 GND 964.62 35045 GND 964.39 35046 GND 964.80 35047 GND 961.09 35048 GND 956.25 35049 GND 953.9735050 GND 953.29 35051 GND 948.29 35052 GND 945.43 35053 RIP B 946.8135054 RIP 945.15 35055 RIP 944.7935056RIP 944.45 35057 RIP 945.13 35058 RIP 945.00 35059 RIP 945.20 35060 RIP 944.92 35061 RIP 947.13 35062 RIP 948.77 35063 RIP F 948.0635069 GND 945.20 35070 GND 946.70 35071 GND 948.40 35072 GND 949.31 35073 GND 948.00 35074 GND 945.28 35075 WTR B 6' WIDE 943.78 35076 WTR 6' WIDE 942.47 35077 WTR 5' WIDE 941.53 35078 GND 944.84 35079 GND 949.31 35080 GND 950.00 35081 GND 948.67 35082 GND 944.18 35083 WTR 4' WIDE 941.73 35084 WTR 4' WIDE 941.2435085 WTR 4' WIDE 941.2635086 WTR 4' WIDE 941.2035087 WTR 4' WIDE 941.1935088 WTR 4' WIDE 940.70 35089 WTR 4' WIDE 940.70 35090 WTR 4' WIDE 939.35 35092 WTR 4' WIDE 938.73 35093 WTR 8' WIDE 938.28 35094 WTR 8' WIDE 938.28 35095 WTR 8' WIDE 938.3835096 WTR 8' WIDE 937.0635097 WTR 6' WIDE 937.34 35098 WTR 4' WIDE 936.56 35099 WTR 3' WIDE 944.30 35100 WTR E 3' WIDE 935.78 35101 GND 945.62 35102 GND 943.13 35103 GND 944.8735104 GND 947.69 35105 GND 945.84 35106 GND 943.20 35107 GND 941.12 35108 GND 944.73 35109 GND 943.10 35110 GND 943.34 35111 GND 940.98 45415 CON B J45417 950.78 45417 CON B 953.82 45418 CON1 B 953.8245419CON1 954.06 45420 CON1 E 954.94 45421 CON1 B 954.94 45422 CGB B J45421 954.96 45427 CON1 954.17 45428 CON 954.06 45524 CON1 B J45418 950.83 45526 GND 952.40 45529 ETR.C B 945.86 45530 ETR.C 945.90 45531 ETR.C 945.99 45532 ETR.C F 945.90 45533 VLN B J41063 945.95 45534 VLN 948.90 45536 VLN 948.79 45537 VLN 949.54 45538 VLN 949.28 45539 GND 949.16 45540 GND 946.97 45541 GND 949.17 45542 GND 947.45 45543 GND 945.47 45544 GND 945.97 45545 GND 944.86 45546 GND 946.21 45547 GND 947.97 45548 GND 948.34 45549 GND 947.30 45550 GND 949.12 45551 GND 945.80 45552 GND 945.49 45553 GND 945.08 45554 GND 944.16 45555 GND 943.86 45556 GND 944.07 45557 GND 944.3245558 GND 945.57 45559 GND 949.84 26 TRAV 937.88 40882 TRAV NAIL 924.44 45416 TRAV NAIL 953.86 45525 TRAV NAIL 947.15 45535 TRAV NAIL 948.30 444444444444888888888888888888888888888888888888888888888888NOPARKINGNO PARKING NO PARKING PROPOSED BUILDING LOWER LEVEL=952.50 LEVEL 1=974.50 PROPOSED BUILDING FFE=952.50 COLD STORAGE BUILDING FFE=952.50 COLD STORAGE BUILDING FFE=952.50 COLD STORAGE BUILDING FFE=952.50 951 951 952 952 952 953 954 9559 5 4 955954956957958 960961962961962963 960959961962963955953954956957958960956957958959961962963964960959961962960958959961962963964965961962963964965964960958959961962 963951952955953954 956 9559 5 2 95395495495 4 95695 5 953 95 4 970 971 972 973 974 967 968 969 952953954955960965954956957958959961962963964966967968 960956 957958959 952951952952952952960 965 958 959 961 962 963 964 966 967 968 969 965961962963964966955960956957958959961962970 971 972 973 951952951952952 9519 5 1 95 2 952 96 0965 970 9579 5 8 95 996 1 9 6 2 9639649669679689699 7 1 9 7 2 9 7 3974 965966967968970 975 966967968969 971972973974 976977978979 970975969971972973974976977978 945 950 955 960 965 943944 946 947948949 951952953954 956957958959 961 962 963 964 94 0 9 4 5 9 419429439 4 4 9 4 6 9359 4 0 93393493 6 9 3 7 9 3 8 9 3 9 9 41942 945950943944946947948949951940945941942943944946945942943944946935940933934936937938939941945950942943944946947948949951952945 942 943 94494694594 3944946 8 88940938939941942930935931932933934936937938939 95488888951952955 95 6 95 7 955956957958955955956955 953 954956972973974952 8884444950 947 948949 951952953 951ACTIVITIES MUST BE CONDUCTED SO AS TO MINIMIZE THE POTENTIAL OF AQUATIC INVASIVE SPECIES TO THE MAXIMUM EXTENT POSSIBLE WALL 1 WALL 2 WALL 3 EXISTING WETLAND EXISTING 100-YR HWL:955.38 PROPOSED 100-YR HWL:955.36 EXISTING FLOOD ELEVATION: 946' AS PROVIDED BY RPBCWD FOR NORTH PORTION OF CREEK) EXISTING FLOOD ELEVATION: 929' AS PROVIDED BY RPBCWD FOR CENTER PORTION OF CREEK) EXISTING FLOOD ELEVATION: 924' AS PROVIDED BY RPBCWD FOR SOUTH PORTION OF CREEK) ACTIVITIES MUST BE CONDUCTED SO AS TO MINIMIZE THE POTENTIAL OF AQUATIC INVASIVE SPECIES TO THE MAXIMUM EXTENT POSSIBLE ACTIVITIES MUST BE CONDUCTED SO AS TO MINIMIZE THE POTENTIAL OF AQUATIC INVASIVE SPECIES TO THE MAXIMUM EXTENT POSSIBLE WALL 4 NURP POND SEE DETAIL WEIR OVERFLOW 10' INV= 946.00 WEIR OVERFLOW 10' INV= 946.00 AREA TO BE OVER-EXCAVATED PRIOR TO RIP-RAP INSTALLATION. NO FILL TO BE PLACED WITHIN 100-YEAR FLOODPLAIN. FES 10 W/ RIP RAP INV=931.10 PUBLIC STRUCTURE) STMH 11 RIM=951.12 INV(E)=938.15 INV(W)=931.50 PUBLIC STRUCTURE) 199 LF-42" RCP @ 1.25% PUBLIC PIPE)STMH 12 RIM=951.34 INV=940.64 PUBLIC STRUCTURE) 365 LF-42" RCP @ 1.25% PUBLIC PIPE) SKIMMER STRUCTURE INLET=952.25 WEIR=951.50 OUTLET=945.20 SEE DETAIL PUBLIC STRUCTURE) 75 LF-60" RCP @ 0.5% PUBLIC PIPE) 12" TOP=949.07 12" BOT=947.77 42" TOP=946.04 42" BOT=941.74 12" TOP=947.30 12" BOT=946.00 60" TOP=936.77 60" BOT=930.77 40' STORM SEWER EASEMENT 8" TOP=938.64 8" BOT=937.87 60" TOP=936.90 60" BOT=930.90 7 5 12 13 9 6 10 10 10 15 15 44 NORTH POND TOP OF BERM= 946.50 EOF= 946.00 NWL= 943.00 BOT= 933.00 HWL= 945.88 SOUTH POND TOP OF BERM= 946.50 EOF= 946.00 NWL= 942.00 BOT= 933.00 HWL= 944.40 N SCALE IN FEET 0 50 100 NORTH KEY PLAN DRAWING NUMBER DRAWING TITLE CLIENT 4201 cedar avenue so. - minneapolis, MN 55407 tel. (612) 904-1332 - fax (612) 904-7366 NOT F O R C O N S T R U C TI O N PROJECT NUMBER 21602.0A REVISION DATE DESCRIPTION BY 1891 Arboretum Boulevard Chanhassen, MN 55317 Xcel Energy Service Center Chanhassen Title: Zachary B. Moen - PE Registration Number: 58688 Date: XX/XX/XXXX By: Title: Professional Engineer I hereby certify that this drawing was prepared by me or under my direct supervision and that I am a duly licensed Professional Engineer under the laws of the State of Minnesota. LOUCKS PROJECT NO. 21602 10/25/2022 WATERSHED SUBMITTAL 11/16/2022 TEP SUBMITTAL 11/16/2022 SCHEMATIC DESIGN PACKAGE 12/05/2022 SD PACKAGE ADDENDUM 01/12/2023 CITY SUBMISSION Figure 1 PREFERRED SITE PLAN NOTE: EXISTING CONDITIONS INFORMATION SHOWN IS FROM AN ALTA/NSPS LAND TITLE SURVEY PREPARED BY LOUCKS, DATED 03/24/2022. PARKING STALL COUNT ACCESSIBLE PARKING STALL 2 LEGEND CATCH BASIN STORM SEWER SANITARY SEWER WATERMAIN STORM MANHOLE SANITARY MANHOLE HYDRANT GATE VALVE SPOT ELEVATION SIGN LIGHT POLE POWER POLE WATER MANHOLE / WELL CONTOUR CONCRETE CURB UNDERGROUND ELECTRIC CONCRETE TELEPHONE PEDESTAL UNDERGROUND TELEPHONE UNDERGROUND GAS OVERHEAD UTILITY CHAIN LINK FENCE BUILDING RETAINING WALL NO PARKING UNDERGROUND FIBER OPTIC SANITARY SEWER SERVICE WATER SERVICE ELECTRIC METER GAS METER TREE LINE EXISTING PROPOSED 972 DRAINTILE FORCEMAIN 373PARKING SETBACK LINE BUILDING SETBACK LINE 2 FENCE FLARED END SECTION POST INDICATOR VALVE BENCHMARK SOIL BORING 3DIRECTION OF FLOW 1.0% 972.5 MEETS XCEL'S STANDARD OF HAVING 2 ACCESS POINTS IN CASE OF EMERGENCIES SEPARATES EMPLOYEE TRAFFIC FROM TRUCK TRAFFIC, INCREASING SAFETY AND PROVIDING SITE CIRCULATION REQUIRED BY XCEL PRESERVES OPEN SPACE ALONG THE WEST CREEK FOR HABITAT CREATION AND PRESERVATION PARKING STALL COUNT HAS BEEN REDUCED BY 59 STALLS FROM PREFERRED PLAN SUBMITTED WITH INITIAL APPLICATION DESIGN MEETS CITY OF CHANHASSEN HIGHWAY 5 CORRIDOR REQUIREMENTS BUILDING ORIENTATION, DESIGN, AND FUNCTION MEETS INTENT OF ALL ZONING REQUIREMENTS AND PROVIDES ADEQUATE SCREENING OF YARD WITHOUT LARGE AREAS OF SCREEN FENCING EFFICIENT USE OF LAND AREA UNDER MAXIMUM IMPERVIOUS COVERAGE ALLOWED BY CITY CODE BY 26% CENTRAL CREEK THROUGH SITE PROPOSED TO BE FILLED IS IN POOR CONDITION DUE TO EROSION WITH LITTLE VEGETATION ESTABLISHED ON THE BANKS (SEE SUBMITTED PHOTOGRAPHS) PROPOSED PLAN INCORPORATES NEW STORM SEWER INFRASTRUCTURE TO MANAGE & CONVEY FLOW FROM NE WETLAND TO WEST CREEK (DESIGN TEAM WILL WORK WITH CITY STAFF ON PREFERRED PIPING CONFIGURATION AND ROUTING) 40' EASEMENT OVER PUBLIC INFRASTRUCTURE IS PROVIDED WITH NO STRUCTURES LOCATED WITHIN PROPOSED EASEMENT DRAINAGE FROM NE WETLAND IS ROUTED THROUGH SITE VIA STORM SEWER PIPING AND OUTLETS TO REMAINING PORTION OF CENTRAL CREEK TO MAINTAIN CREEK HYDROLOGY NATURAL CHANNEL TO BE FILLED IS NOT CONDUCIVE TO INFILTRATION (SEE GEOTECHNICAL REPORT PREPARED BY BRAUN INTERTEC); THEREFOR, NO INFILTRATION CAPACITY IS LOST BY CONVERTING NATURAL CHANNEL TO A STORM SEWER SYSTEM PREFERRED PLAN HIGHLIGHTS x 953.32 x 951.33 x951.34 x 950.25 x 949.75 x951.40 x 948.75 x 946.00 x 949.75x950.25 NE WETLAND EMERGENCY OVERFLOW ROUTE x x x 954.99 955.38 954.18 x951.06 EOF MATCHES EXISTING 100-YR HIGH WATER LEVEL OF NE WETLAND LOWER LEVEL PARKING LOT FOR CREW 65 STALLS UPPER LEVEL PARKING LOT FOR OFFICE 45 STALLS PARKING LOT FOR FLEET MAINTENANCE 10 STALLS LOWER LEVEL MAIN ENTRANCE FOR CREW ASSOCIATED PEDESTRIAN PATH UPPER LEVEL MAIN ENTRANCE FOR OFFICE ASSOCIATED PEDESTRIAN PATH SAFE PEDESTRIAN PATH FOR CREW WITH NO CONFLICTS WITH FLEET VEHICLE MANEUVERING AREAS 235481 Water of the US 1 Water of the US2Flow DirectionFl ow Di r ect ionWetlandExcavation0.007 AcresWetlandFill0.166 AcresStreamFill0.026 AcresWetland2Type20.76 AcresWetland1Type20.007 Acres C o u l t e r B l v d A r b o r e t u m B l v d P7 P6 P3 P16 P15 P14 P12 P11 P10P1, P2P8, P9 P13 P4P5 9 8 0 980 930930 930940 950 9 6 0 960970 970 January 2023P:\ Projects\DKM Projects\9731 - Chanhassen Properties\ wetland delineation\ExtentofProposedWetlandFill.mxd1: 1, 800 Basemap: MnGeo color 7- county, 2020.Figure 2 Extent ofProposed Impacts1891 Arboretum BlvdChanhassen, Minnesota Legend Photograph Location ( USACE Streams WS)2ft Existing Contour Property Boundary Delineated November 2022P:\Projects\DKM Projects\9731 - Chanhassen Properties\wetland delineation\Figure 3 Xcel Territory Map.mxd Figure3TerritoryMapProposedServiceCenter1891ArboretumBlvdChanhassen, Minnesota Xcel Energy 237483 3506 5 STC 3 0 R C P 945.1535068 STC 1 2 R C P 944.0 3 40163 UPD.C COMM 952.21 40165 UPD.C 952.10 45219 FNB B 948.62 40447 OHU E J40446 955.52 40611 TEL B 966.9740612 TEL B 962.63 40613 ELC B 962.69 40614 ELC 961.94 40615 TEL 962.53 40616 TEL 956.87 40617 ELC 956.90 40618 ELC 956.26 40619 ELC E 956.26 40620 TEL 955.6640621 TEL E 952.94 40622 ELC B 951.76 40623 ELC E 952.18 40624 TEL B 951.42 40625 TEL 946.71 40626 TEL E 941.18 40970 STRM INV 24"RCP 920.18 45529 ETR.C B 945.86 45530 ETR.C 945.90 45531 ETR.C 945.99 45532 ETR.C F 945.90 NO PARKING NO PARKING NO PARKING VEHICLE STORAGE FFE=958.50 FLEET MAINTENANCE FFE=958.50 OFFICE SPACE LEVEL 1=980.50 CREW SPACE LOWER LEVEL=958.50 8 813.1% 8858.5 58.5 58.0 57.057.6 58.558.5 58.5 58.5 58.5 63.0 80.5 58.5 58.5 80.3 78.6 78.0 72.0 72.0 56.5 57.8 55.0 55.2±56.0± 55.6 56.4 52.6 47.5 53.0 53.0 53.0 53.0 53.0 53.0 53.0 60.0 60.0 60.0 60.0 60.053.0 53.4 TW: 54.0 BW: 49.2 TW: 53.0 BW: 53.0 TW: 53.5 BW: 49.3 TW: 55.4 BW: 55.4 TW: 54.9 BW: 49.9 TW: 54.3 BW: 48.7 TW: 58.0 BW: 58.0 TW: 57.5 BW: 53.4 TW: 57.1 BW: 52.2TW: 57.2 BW: 57.2 TW: 80.5 BW: 41.0 TW: 58.5 BW: 58.5 TW: 58.5 BW: 49.6 TW: 78.7 BW: 39.5 TW: 79.4 BW: 41.5 TW: 79.4 BW: 42.2 TW: 78.0 BW: 45.0 TW: 78.7 BW: 39.0 TW: 52.5 BW: 52.5 TW: 53.0 BW: 49.2 TW: 53.4 BW: 48.7 TW: 53.7 BW: 48.2 TW: 54.5 BW: 49.0 TW: 59.3 BW: 50.3 TW: 72.0 BW: 45.3 TW: 72.0 BW: 46.0 58.4 58.2 56.0 74.0 73.6 72.6 TW: 71.7 BW: 60.0 TW: 74.2 BW: 60.0 TW: 80.5 BW: 60.0 TW: 56.0 BW: 56.0 TW: 60.0 BW: 57.5 TW: 60.0 BW: 56.0 TW: 60.0 BW: 58.5 71.5 71.1 70.1 69.6 TW: 63.8 BW: 49.8 TW: 60.0 BW: 60.0 17 9 21 5 9 9 12 4 4 COVERED STORAGE COVEREDSTORAGECOVERED STORAGEPOLE STORAGEEMPLOYEE/ FLEET VEHICLE ACCESS EXISTING WETLAND EXISTING 100-YR HWL: 955. 38 EXISTING FLOOD ELEVATION: 946'AS PROVIDED BY RPBCWD FOR NORTH PORTION OF CREEK)EXISTING FLOOD ELEVATION: 929'AS PROVIDED BY RPBCWD FOR CENTER PORTION OF CREEK)EXISTING FLOOD ELEVATION: 924'AS PROVIDED BY RPBCWD FOR SOUTH PORTION OF CREEK)EXISTING WETLAND EXISTING 100-YR HWL: 949. 34 25' PARKING SETBACK 10' BUILDING SETBACK 25' PARKING SETBACK 30' BUILDING SETBACK 25' PARKING SETBACK 10' BUILDING SETBACK 70' MINIMUM BUILDING SETBACK 25' PARKING SETBACK 10' BUILDING SETBACK 40' WETLAND BUFFER AREA 50' CREEK BUFFER AREA 50' AVERAGE BUFFER AREA 150' MAXIMUM BUILDING SETBACK STORMWATER POND 25' PARKING SETBACK 20' WETLAND BUFFER AREA EXISTING WETLAND 100-YR HWL: 954. 21 40' WETLAND BUFFER AREA 50' CREEK BUFFER AREA APPROXIMATE LOCATION OF ZONE A PER FEMA MAP NO. 27019C0227D UNDERGROUND REUSE TANK 850 LF-72" SOLIDCMPUNDERGROUNDDETENTION TANK 1,720 LF-72" SOLID CMP CONTECH STORMFILTER SYSTEM 8'X24' VAULT W/ PHOSPHOSORB FILTER CARTRIDGES)OUTLET INV: 944. 5 INLET INV: 948. 7 70 LF-42" RCP @ 6. 0%EXISTING WETLAND 100-YR HWL: 944. 61 N SCALE IN FEET 0 50 100 NORTH KEY PLAN DRAWING NUMBER DRAWING TITLE CLIENT 4201 cedar avenue so. - minneapolis, MN 55407 tel. (612) 904-1332 - fax (612) 904- 7366 NOT F O R C O N S T R U C TI O N PROJECT NUMBER 21602. 0A REVISION DATE DESCRIPTION BY 1891 Arboretum Boulevard Chanhassen, MN 55317 Xcel Energy Service Center Chanhassen Title: Zachary B. Moen - PE Registration Number: 58688 Date: XX/XX/ XXXX By:Title: Professional Engineer I hereby certify that this drawing was prepared by me or under my direct supervision and that I am a duly licensed Professional Engineer under the laws of the State of Minnesota.LOUCKS PROJECT NO. 21602 10/25/2022 WATERSHED SUBMITTAL 11/16/2022 TEP SUBMITTAL 11/16/2022 SCHEMATIC DESIGN PACKAGE 12/05/2022 SD PACKAGE ADDENDUM 01/12/2023 CITY SUBMISSION Figure 4 ALTERNATE SITE PLAN 1 NOTE:EXISTING CONDITIONS INFORMATION SHOWN IS FROM AN ALTA/NSPS LAND TITLE SURVEY PREPARED BY LOUCKS,DATED 03/24/ 2022.PARKING STALL COUNT ACCESSIBLE PARKING STALL 2 LEGEND CATCH BASIN STORM SEWER SANITARY SEWER WATERMAIN STORM MANHOLE SANITARY MANHOLE HYDRANT GATE VALVE SPOT ELEVATION SIGN LIGHT POLE POWER POLE WATER MANHOLE / WELL CONTOUR CONCRETE CURB UNDERGROUND ELECTRIC CONCRETE TELEPHONE PEDESTAL UNDERGROUND TELEPHONE UNDERGROUND GAS OVERHEAD UTILITY CHAIN LINK FENCE BUILDING RETAINING WALL NO PARKING UNDERGROUND FIBER OPTIC SANITARY SEWER SERVICE WATER SERVICE ELECTRIC METER GAS METER TREE LINE EXISTING PROPOSED 972 DRAINTILE FORCEMAIN 373PARKING SETBACK LINE BUILDING SETBACK LINE 2 FENCE FLARED END SECTION POST INDICATOR VALVE BENCHMARK SOIL BORING 3DIRECTION OF FLOW 1. 0%972. 5 Gopher State One Call WARNING:THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND / OR RELOCATION OF LINES.THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES,VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER.DOES NOT MEET XCEL'S STANDARD OF HAVING 2 ACCESS POINTS IN CASE OF EMERGENCIES COMBINED ENTRY POINT DOES NOT SEPARATE EMPLOYEE TRAFFIC FROM TRUCK TRAFFIC, FORCING AN INTERSECTION BETWEEN PEDESTRIANS, CARS, AND TRUCKS DOES NOT MEET XCEL'S STANDARD OF KEEPING EMPLOYEE VEHICLES OUT OF THE YARD BUILDING SIZES REDUCED WHICH DOES NOT MEET XCEL'S PROGRAMMATIC NEEDS.CONSTRUCTION OF WEST RETAINING WALLS IS NOT FEASIBLE WITHOUT DISTURBING THE ESTABLISHED BUFFER AREAS ALONG THE WEST CREEK.LIMITED ROOM TO RAMP TO UPPER LEVEL PARKING RESULTING IN UNMANAGEABLE RAMP SLOPE OF 13. 1%.DESIGN DOES NOT MEET CITY OF CHANHASSEN HIGHWAY 5 CORRIDOR REQUIREMENTS DESIGN DOES NOT MEET THE MAIN BUILDING ENTRANCE REQUIREMENT PER THE CITY DESIGN STANDARDS FOR COMMERCIAL, INDUSTRIAL, AND OFFICE DEVELOPMENTS RETAINING WALL IN COMBINATION WITH LARGE SCREEN WALLS WOULD BE REQUIRED ALONG HIGHWAY 5 (A CONDITION THAT DOES NOT EXIST ALONG HIGHWAY 5 WITHIN THE CITY OF CHANHASSEN)STORMWATER MANAGEMENT LARGE UNDERGROUND DETENTION AND FILTRATION SYSTEM REQUIRED FOR STORMWATER TREATMENT ON NORTH SIDE OF CREEK (COST ESTIMATED AT $425,000 FROM LOCAL SUPPLIER)ALTERNATE PLAN 1 FEASIBILITY PARKING LOT FOR FLEET MAINTENANCE 4 STALLS PARKING LOT FOR FLEET MAINTENANCE 12 STALLS UPPER LEVEL PARKING LOT FOR OFFICE & CREW 74 STALLS UPPER LEVEL MAIN ENTRANCE FOR OFFICE AND CREW ASSOCIATED PEDESTRIAN PATH 3506 5 STC 3 0 R C P 945.1535068 STC 1 2 R C P 944.0 3 40163 UPD.C COMM 952.21 40165 UPD.C 952.10 45219 FNB B 948.62 40447 OHU E J40446 955.52 40611 TEL B 966.9740612 TEL B 962.63 40613 ELC B 962.69 40614 ELC 961.94 40615 TEL 962.53 40616 TEL 956.87 40617 ELC 956.90 40618 ELC 956.26 40619 ELC E 956.26 40620 TEL 955.6640621 TEL E 952.94 40622 ELC B 951.76 40623 ELC E 952.18 40624 TEL B 951.42 40625 TEL 946.71 40626 TEL E 941.18 40970 STRM INV 24"RCP 920.18 45529 ETR.C B 945.86 45530 ETR.C 945.90 45531 ETR.C 945.99 45532 ETR.C F 945.90 NO PARKING NO PARKING NO PARKING 8 VEHICLE STORAGE FFE=958.50 FLEET MAINTENANCE FFE=953.50 OFFICE SPACE FFE=958.50 88888887.4% 58.558.5 58.5 58.5 58.5 58.5 58.5 56.5 57.5 56.0±56.8± 56.4 57.2 53.1 50.9 53.5 53.5 53.5 53.5 53.5 53.5 53.5 60.5 60.5 60.5 60.5 60.553.5 57.5 57.7 58.0 57.7 57.1 56.5 57.5 57.0 66.056.0 51.3 51.3 51.3 51.3 53.5 53.553.5 53.5 53.5 52.4 53.0 52.2 51.0 53.5 53.0 TW: 52.3 BW: 52.3 TW: 51.0 BW: 47.6 TW: 51.3 BW: 51.3 56.0 55.5 54.0 54.6 TW: 54.0 BW: 49.0 TW: 54.9 BW: 48.5 TW: 55.6 BW: 49.4 56.8 55.554.5 57.8 56.8 TW: 53.5 BW: 53.5 80.5 80.3 78.6 TW: 80.5 BW: 41.0 TW: 58.5 BW: 58.5 TW: 58.5 BW: 49.6 TW: 78.7 BW: 46.5 TW: 79.4 BW: 50.0 TW: 79.4 BW: 42.2 TW: 78.0 BW: 50.0 TW: 78.7 BW: 45.0 TW: 72.0 BW: 55.3 74.0 73.6 72.6 TW: 74.2 BW: 60.0 TW: 80.5 BW: 60.0 TW: 71.7 BW: 60.0 TW: 60.0 BW: 60.0 TW: 61.3 BW: 50.3 72.0 71.6 70.1 69.6 TW: 60.0 BW: 58.5 TW: 57.0 BW: 57.0 TW: 60.0 BW: 56.5 TW: 60.0 BW: 56.5 TW: 60.0 BW: 57.5 TW: 63.8 BW: 55.8 57.5 54.8 56.8 57.6 58.6 57.8 27WB-67 - Interstate Semi- TrailerWB- 67 - Interstate Semi- Trailer17 19 47 78 10 3 COVERED STORAGE COVERED STORAGECOVERED STORAGEPOLE STORAGEEMPLOYEE/FLEET VEHICLE ACCESS EXISTING WETLAND EXISTING 100- YR HWL: 955.38 EXISTING FLOOD ELEVATION: 946'AS PROVIDED BY RPBCWD FOR NORTH PORTION OF CREEK)EXISTING FLOOD ELEVATION: 929'AS PROVIDED BY RPBCWD FOR CENTER PORTION OF CREEK)EXISTING FLOOD ELEVATION: 924'AS PROVIDED BY RPBCWD FOR SOUTH PORTION OF CREEK) 25' PARKING SETBACK 10' BUILDING SETBACK 25' PARKING SETBACK 30' BUILDING SETBACK 25' PARKING SETBACK 10' BUILDING SETBACK 70' MINIMUM BUILDING SETBACK 25' PARKING SETBACK 10' BUILDING SETBACK 40' WETLAND BUFFER AREA 50' CREEK BUFFER AREA 50' AVERAGE BUFFER AREA 150' MAXIMUM BUILDING SETBACK 25' PARKING SETBACK 40' WETLAND BUFFER AREA 50' CREEK BUFFER AREA APPROXIMATE LOCATION OF ZONE A PER FEMA MAP NO.27019C0227D STORMWATER POND UNDERGROUND DETENTION TANK 1, 720 LF-72" SOLID CMP CONTECH STORMFILTER SYSTEM 8'X24' VAULT W/ PHOSPHOSORB FILTER CARTRIDGES) OUTLET INV: 944.5 INLET INV: 951.6 280 LF-42" RCP @ 2. 5% EXISTING WETLAND 100-YR HWL: 944.61 99 N SCALE IN FEET 0 50 100 NORTH KEY PLAN DRAWING NUMBER DRAWING TITLE CLIENT 4201 cedar avenue so. - minneapolis, MN 55407 tel. (612) 904-1332 - fax (612) 904-7366 NOT F O R C O N S T R U C TI O N PROJECT NUMBER 21602. 0A REVISION DATE DESCRIPTION BY 1891 Arboretum Boulevard Chanhassen, MN 55317 Xcel Energy Service Center Chanhassen Title: Zachary B. Moen - PE Registration Number: 58688 Date: XX/XX/XXXX By:Title: Professional Engineer I hereby certify that this drawing was prepared by me or under my direct supervision and that I am a duly licensed Professional Engineer under the laws of the State of Minnesota.LOUCKS PROJECT NO. 21602 10/25/ 2022 WATERSHED SUBMITTAL 11/16/2022 TEP SUBMITTAL 11/16/2022 SCHEMATIC DESIGN PACKAGE 12/05/2022 SD PACKAGE ADDENDUM 01/12/2023 CITY SUBMISSION Figure 5 ALTERNATE SITE PLAN 2 NOTE:EXISTING CONDITIONS INFORMATION SHOWN IS FROM AN ALTA/NSPS LAND TITLE SURVEY PREPARED BY LOUCKS,DATED 03/ 24/ 2022. PARKING STALL COUNT ACCESSIBLE PARKING STALL 2 LEGEND CATCH BASIN STORM SEWER SANITARY SEWER WATERMAIN STORM MANHOLE SANITARY MANHOLE HYDRANT GATE VALVE SPOT ELEVATION SIGN LIGHT POLE POWER POLE WATER MANHOLE / WELL CONTOUR CONCRETE CURB UNDERGROUND ELECTRIC CONCRETE TELEPHONE PEDESTAL UNDERGROUND TELEPHONE UNDERGROUND GAS OVERHEAD UTILITY CHAIN LINK FENCE BUILDING RETAINING WALL NO PARKING UNDERGROUND FIBER OPTIC SANITARY SEWER SERVICE WATER SERVICE ELECTRIC METER GAS METER TREE LINE EXISTING PROPOSED 972 DRAINTILE FORCEMAIN 373PARKING SETBACK LINE BUILDING SETBACK LINE 2 FENCE FLARED END SECTION POST INDICATOR VALVE BENCHMARK SOIL BORING 3DIRECTION OF FLOW 1. 0%972.5 Gopher State One Call WARNING:THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND / OR RELOCATION OF LINES.THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER.DOES NOT MEET XCEL'S STANDARD OF HAVING 2 ACCESS POINTS IN CASE OF EMERGENCIES COMBINED ENTRY POINT DOES NOT SEPARATE EMPLOYEE TRAFFIC FROM TRUCK TRAFFIC, FORCING AN INTERSECTION BETWEEN PEDESTRIANS, CARS, AND TRUCKS DOES NOT MEET XCEL'S STANDARD OF KEEPING EMPLOYEE VEHICLES OUT OF THE YARD PARKING LOCATED FAR AWAY FROM MAIN ENTRANCES FORCING CROSSWALK CONSTRUCTION OF WEST RETAINING WALLS IS NOT FEASIBLE WITHOUT DISTURBING THE ESTABLISHED BUFFER AREAS ALONG THE WEST CREEK.LIMITED ROOM TO RAMP TO UPPER LEVEL PARKING RESULTING IN STEEP RAMP SLOPE OF 7.4%.DESIGN DOES NOT MEET CITY OF CHANHASSEN HIGHWAY 5 CORRIDOR REQUIREMENTS DESIGN DOES NOT MEET THE MAIN BUILDING ENTRANCE REQUIREMENT PER THE CITY DESIGN STANDARDS FOR COMMERCIAL, INDUSTRIAL, AND OFFICE DEVELOPMENTS RETAINING WALL IN COMBINATION WITH LARGE SCREEN WALLS WOULD BE REQUIRED ALONG HIGHWAY 5 (A CONDITION THAT DOES NOT EXIST ALONG HIGHWAY 5 WITHIN THE CITY OF CHANHASSEN)INCREASED SEPARATION OF FLEET MAINTENANCE AND THE OFFICE/VEHICLE STORAGE BUILDING DOES NOT PROVIDE THE CLOSE ADJACENCIES THAT XCEL REQUIRES.STORMWATER MANAGEMENT LARGE UNDERGROUND DETENTION AND FILTRATION SYSTEM REQUIRED FOR STORMWATER TREATMENT ON NORTH SIDE OF CREEK ( COST ESTIMATED AT $425,000 FROM LOCAL SUPPLIER)REQUIRES ADDITIONAL 350' OF STORM SEWER PIPING TO CAPTURE MAIN BUILDING ROOF DRAINAGE AND ROUTE IT DOWN TO FLEET MAINTENANCE BUILDING WHERE WASH BAY RE- USE SYSTEM IS LOCATED.ALTERNATE PLAN 2 FEASIBILITY PARKING LOT FOR FLEET MAINTENANCE 10 STALLS LOWER LEVEL PARKING LOT FOR CREW 65 STALLS UPPER LEVEL PARKING LOT FOR OFFICE 45 STALLS LOWER LEVEL MAIN ENTRANCE FOR CREW & ASSOCIATED PEDESTRIAN PATH UPPER LEVEL MAIN ENTRANCE FOR OFFICE ASSOCIATED PEDESTRIAN PATH CREW PEDESTRIAN PATH CONFLICTS WITH 3506 5 STC 3 0 R C P 945.1535068 STC 1 2 R C P 944.0 3 40163 UPD.C COMM 952.21 40165 UPD.C 952.10 45219 FNB B 948.62 40001 CGB AB 966.84 40002 CGB 965.52 40010 CGB 963.79 40011 CGB AE 962.7740014 CGB 961.8640015CGB 960.8540020CGB 959.92 40022 CGB 959.2140026 CGB 957.9840029 CGB 956.7040036 CGB 954.8640037CGB 953.4040041 CGB AB 951.43 40042 CGB 949.77 40043 CGB AE AB 948.25 40047 CGB 946.30 40048 CGB 944.50 40051 CGB 942.15 40053 CGB 940.81 40059 CGB 939.72 40060 CGB 938.62 40063 CGB 937.58 40064 CGB 936.42 40068 CGB 935.48 40069 CGB AE 935.34 40072 CGB 934.90 40073 CGB 934.61 40080 CGB 934.71 40082 CGB 934.98 40137 VHA 4 940.61 40138 BIT E 940.54 40139 BIT E 940.85 40447 OHU E J40446 955.52 40531 BIT B J40138 941.99 40532 BIT 941.01 40533 BIT AB 938.91 40534 BIT 937.69 40535 BIT AE AB 936.14 40536 BIT 934.71 40537 BIT E AE 933.57 40538 BIT B AB 933.21 40539 BIT 934.44 40540 BIT AE AB 935.48 40541 BIT 936.72 40542 BIT AE 938.60 40543 BIT 940.74 40544 BIT E J40139 941.93 40611 TEL B 966.9740612 TEL B 962.63 40613 ELC B 962.69 40614 ELC 961.94 40615 TEL 962.53 40616 TEL 956.87 40617 ELC 956.90 40618 ELC 956.26 40619 ELC E 956.26 40620 TEL 955.6640621 TEL E 952.94 40622 ELC B 951.76 40623 ELC E 952.18 40624 TEL B 951.42 40625 TEL 946.71 40626 TEL E 941.18 40883 BIT B AB J40538 928.12 40884 BIT 926.4740885 BIT AE 924.48 40886 BIT CON B 923.72 40887 BIT 923.56 40888 BIT AB 924.43 40889 BIT 926.03 40890 BIT E AE J40537 928.60 40891 RWG B 928.30 40892 RWG 928.73 40893 RWG 936.47 40894 RWG 936.58 40895 RWG 936.57 40896 RWG 936.07 40897 RWG 936.04 40900 STEP B J40123 935.97 40901 STEP CON1 B 934.03 40902 STEP CON2 B 933.98 40903 STEP E J40124 935.80 40904 STEP B CON2 E 933.82 40905 STEP CON1 E 934.01 40907 STEP CON1 B 932.05 40908 STEP F CON2 B 931.87 40909 STEP B CON2 E 931.88 40910 STEP CON1 E 932.02 40911 STEP CON1 B 930.03 40912 STEP F CON2 B 929.87 40913 STEP B CON2 E 929.92 40914 STEP CON1 E 930.02 40915 STEP CON1 B AB 928.24 40916 STEP F CON2 B AB 928.08 40921 STEP CON1 B 926.3540922 STEP F CON2 B 926.15 40923 STEP B CON2 E 926.13 40924 STEP CON1 E 926.1840928 STEP F CON B 924.20 40938 RWG 928.64 40939 RWG 927.88 40940 RWG 922.68 40949 RWG1 922.14 40950 RWG1 E 920.67 40953 RWG F 922.44 40970 STRM INV 24"RCP 920.18 35053 RIP B 946.8135054 RIP 945.15 35055 RIP 944.7935056RIP 944.45 35057 RIP 945.13 35058 RIP 945.00 35059 RIP 945.20 35060 RIP 944.92 35061 RIP 947.13 35062 RIP 948.77 35063 RIP F 948.06 45422 CGB B J45421 954.96 45529 ETR.C B 945.86 45530 ETR.C 945.90 45531 ETR.C 945.99 45532 ETR.C F 945.90 26 TRAV 937.88 40882 TRAV NAIL 924.44 45416 TRAV NAIL 953.86 45525 TRAV NAIL 947.15 45535 TRAV NAIL 948.30 4444444444444444888888888888888888888888888888888888888888888NOPARKINGNO PARKING NO PARKING PROPOSED BUILDING LOWER LEVEL=952.50 LEVEL 1=974.50 PROPOSED BUILDING FFE=952.50 COLD STORAGE BUILDING FFE=952.50 COLD STORAGE BUILDING FFE=952.50 COLD STORAGE BUILDING FFE=952.50 8 88888881.0% 52. 50 81.8% 2.2% 2.1% 2.1% 2.1% 2.8% 6.9% 2.3% 2.0% 3.5% 1.5% 3.1% 1.5% 1.5% 1.5% 1.5% 1.5% 1.5% 1.5% 1.3% 1.3% 5.1% 3.5%3. 5%1.0%2. 7%1. 5%1. 0%1. 4%1. 4%1. 4%1. 4%1.4%3. 5%0. 9%2. 0%1. 7%2. 8%2. 0%1. 1%5. 0%3. 0%1. 0%2. 5%1. 3%1. 6%3.0% 2.4% 1.5% 1.7% 1.3% 2.0% 1.0% 51.80 70.52 69.80 69.45 73.6773. 94 73. 32 72. 71 55. 52 50. 25 50. 25 50. 25 51. 40 51. 40 51. 82 52. 4252.50 52.12 52.12 51.46 52.50 51.60 51.02 50.97 50.81 50.90 50.18 49.98 51.2450. 80 50. 25 52. 91 53. 8854.42 54.28 63.66 63.81 63.66 63.31 62.04 59.4256. 80 56.15 69. 04 69. 25 54. 45 51. 58 51. 58 50. 84 51. 33 51. 06 52. 0751.87 50.54 50.2552. 68 53. 88 55. 62 55. 48 50. 25 50.25 51. 24 49. 75 49. 42 49. 08 48. 75 49. 45 49. 75 50. 2550.25 50.54 64.70 64.85 64.5563.83 74.42 74.0274. 21 72.71 72. 1573.88 55.04 50.97 50.81 52.1249. 7849.99 51.97 52.21 72.91 73.3473. 61 73. 61 56. 50 55. 76 52. 19 52.76 52. 76 52. 50 52. 50 52. 50 52. 50 52. 50 52. 50 52. 50 52. 50 52. 20 52. 50 52. 50 52. 0752.3452. 0752.2052. 50 50.25 50. 25 52. 5052.50 52.50 52.50 52.5052.5052.5052.5052.50 52. 50 52.50 52.5052.50 52. 50 52.50 50.97 52. 50 60.00 63.50 60. 43 57.85 59.50 59. 00 63.04 61.00 59. 50 65.00 64.10 59.00 61.00 65.00 61.00 58.0058. 0058.00 65.00 74.5074. 50 74. 50 74. 50 73.2556.32± EX55.19±EX54.04± EX52.88±EX 64. 73±EX 64.24± EX62.94± EX 63. 40± EX 64.08± EX 63. 88±EX 54.15±EX 53. 94±EX 66.30± EX 66. 25±EX 58.18±EX 57. 97±EX51.42 51.61 74.50 74.00 50.47 1.0% 1.6% 50.90 51.34 50. 703.0%52. 50 54.90 70.79 69. 7670.02 69. 51 69.24 70.96 70. 53 71.57 71.09 5. 1%65.65 60.75 5. 1%61.15 66.05 47. 10±EX 48. 40±EX 47. 40 48.40 52.50 51. 60 51.35 51.60 45. 30 1.5% 1.5%45. 05 45.85 48.40 49. 05 48.10 48.40 48. 80 46.40 2.0%TW: 62.60 BW: 62.50 TW: 68.75 BW: 62.50 TW: 71.00 BW: 62.50 TW: 72.50 BW: 62.50 TW: 61.10 BW: 61.00 TW: 74.50 BW: 52.50 TW: 74.50 BW: 52.35 TW: 71.50 BW: 51.50 TW: 52.30 BW: 52. 00 TW:49. 00 BW: 48.90 TW: 74.00 BW: 69.50 TW: 74.00 BW: 69.00 TW: 74. 00 BW: 74. 00 TW: 69.50 BW: 62.50 TW: 73.00 BW: 51.40 TW: 73.85 BW: 52.05 TS=71.00 BS=65.00 BS=58.90 BS=52.80 TS=64.90 TS=58.80 TW: 74.50 BW: 52.65 TW: 74.50 BW: 52.50 TW:49. 00 BW: 44.30±EX TW: 49.00 BW: 44.00± EX TW:49. 00 BW: 43.00± EX TW: 49.00 BW: 35.00±EX TW:49. 00 BW: 31.12±EX TW: 49.00 BW: 32. 00 TW:49.00 BW: 39.00 TW:49. 00 BW: 39.50 TW:49.00 BW: 40. 00 TW:49.00 BW: 43.00 TW: 49.00 BW: 43.00 TW:38.35 BW: 38.2588 ACTIVITIES MUST BE CONDUCTED SO AS TO MINIMIZE THE POTENTIAL OF AQUATIC INVASIVE SPECIES TO THE MAXIMUM EXTENT POSSIBLE WALL 1 WALL 2 WALL 3 EXISTING WETLAND EXISTING 100-YR HWL:955.38 PROPOSED 100-YR HWL:955. 36 EXISTING FLOOD ELEVATION: 946' AS PROVIDED BY RPBCWD FOR NORTH PORTION OF CREEK)EXISTING FLOOD ELEVATION: 929'AS PROVIDED BY RPBCWD FOR CENTER PORTION OF CREEK) EXISTING FLOOD ELEVATION: 924'AS PROVIDED BY RPBCWD FOR SOUTH PORTION OF CREEK)ACTIVITIES MUST BE CONDUCTED SO AS TO MINIMIZE THE POTENTIAL OF AQUATIC INVASIVE SPECIES TO THE MAXIMUM EXTENT POSSIBLE ACTIVITIES MUST BE CONDUCTED SO AS TO MINIMIZE THE POTENTIAL OF AQUATIC INVASIVE SPECIES TO THE MAXIMUM EXTENT POSSIBLE NURP POND SEE DETAIL WEIR OVERFLOW 10'INV= 946.00 WALL 4 UNDERGROUND DETENTION TANK 1, 420 LF- 72" SOLID CMP CONTECH STORMFILTER SYSTEM 8' X24' VAULT W/ PHOSPHOSORB FILTER CARTRIDGES) UNDERGROUND REUSE TANK 306 LF-72" SOLID CMP SKIMMER STRUCTURE INLET=951. 25 WEIR=950. 50 OUTLET=944. 20 SEE DETAIL PUBLIC STRUCTURE)FES 10 W/ RIP RAP INV= 931. 10 PUBLIC STRUCTURE)STMH 11 RIM=951. 12 INV( E)=937.84 INV(W)= 931.50 PUBLIC STRUCTURE)199 LF- 42" RCP @ 1.25%PUBLIC PIPE) STMH 12 RIM= 951.34 INV= 940. 33 PUBLIC STRUCTURE)310 LF-42" RCP @ 1.25%PUBLIC PIPE)40' STORM SEWER EASEMENT 75 LF-60" RCP @ 0. 5%PUBLIC PIPE)EMPLOYEE VEHICLE ACCESS EMPLOYEE VEHICLE ACCESS FLEET VEHICLE ACCESS 12' WIDE MAINTENANCE BERM 12' WIDE MAINTENANCE BERM 7 5 12 13 10 44 17 17 9 11 11 NORTH POND TOP OF BERM= 946.50 EOF= 946.00 NWL= 943.00 BOT= 933. 00 HWL= 945.88 N SCALE IN FEET 0 50 100 NORTH KEY PLAN DRAWING NUMBER DRAWING TITLE CLIENT 4201 cedar avenue so. - minneapolis, MN 55407 tel. (612) 904-1332 - fax (612) 904-7366 NOT F O R C O N S T R U C TI O N PROJECT NUMBER 21602.0A REVISION DATE DESCRIPTION BY 1891 Arboretum Boulevard Chanhassen, MN 55317 Xcel Energy Service Center Chanhassen Title: Zachary B. Moen - PE Registration Number: 58688 Date: XX/XX/XXXX By:Title: Professional Engineer I hereby certify that this drawing was prepared by me or under my direct supervision and that I am a duly licensed Professional Engineer under the laws of the State of Minnesota.LOUCKS PROJECT NO. 21602 10/25/ 2022 WATERSHED SUBMITTAL 11/ 16/2022 TEP SUBMITTAL 11/ 16/2022 SCHEMATIC DESIGN PACKAGE 12/ 05/2022 SD PACKAGE ADDENDUM 01/ 12/2023 CITY SUBMISSION Figure 6 ALTERNATE SITE PLAN 3 NOTE:EXISTING CONDITIONS INFORMATION SHOWN IS FROM AN ALTA/NSPS LAND TITLE SURVEY PREPARED BY LOUCKS, DATED 03/24/ 2022. PARKING STALL COUNT ACCESSIBLE PARKING STALL 2 LEGEND CATCH BASIN STORM SEWER SANITARY SEWER WATERMAIN STORM MANHOLE SANITARY MANHOLE HYDRANT GATE VALVE SPOT ELEVATION SIGN LIGHT POLE POWER POLE WATER MANHOLE / WELL CONTOUR CONCRETE CURB UNDERGROUND ELECTRIC CONCRETE TELEPHONE PEDESTAL UNDERGROUND TELEPHONE UNDERGROUND GAS OVERHEAD UTILITY CHAIN LINK FENCE BUILDING RETAINING WALL NO PARKING UNDERGROUND FIBER OPTIC SANITARY SEWER SERVICE WATER SERVICE ELECTRIC METER GAS METER TREE LINE EXISTING PROPOSED 972 DRAINTILE FORCEMAIN 373PARKING SETBACK LINE BUILDING SETBACK LINE 2 FENCE FLARED END SECTION POST INDICATOR VALVE BENCHMARK SOIL BORING 3DIRECTION OF FLOW 1.0%972.5 ALTERNATE PLAN 3 FEASIBILITY PARKING LOCATED FAR AWAY FROM MAIN ENTRANCES DOES NOT ALLOW SAFE PEDESTRIAN PATH TO MAIN CREW ENTRANCE AS EMPLOYEES WOULD BE REQUIRED TO CROSS FLEET VEHICLE MANEUVERING AREAS WITHIN THE SECURED YARD INCREASES IMPERVIOUS COVERAGE OF SITE DUE TO INEFFICIENCIES OF SEPARATING LOTS AND REQUIRING ADDITIONAL DRIVEWAY REQUIRES THREE DRIVEWAY CONNECTIONS TO COULTER 3506 5 STC 3 0 R C P 945.1535068 STC 1 2 R C P 944.0 3 40163 UPD.C COMM 952.21 40165 UPD.C 952.10 45219 FNB B 948.62 40001 CGB AB 966.84 40002 CGB 965.52 40010 CGB 963.79 40011 CGB AE 962.7740014 CGB 961.8640015CGB 960.8540020CGB 959.92 40022 CGB 959.2140026 CGB 957.9840029 CGB 956.7040036 CGB 954.8640037CGB 953.4040041 CGB AB 951.43 40042 CGB 949.77 40043 CGB AE AB 948.25 40047 CGB 946.30 40048 CGB 944.50 40051 CGB 942.15 40053 CGB 940.81 40059 CGB 939.72 40060 CGB 938.62 40063 CGB 937.58 40064 CGB 936.42 40068 CGB 935.48 40069 CGB AE 935.34 40072 CGB 934.90 40073 CGB 934.61 40080 CGB 934.71 40082 CGB 934.98 40447 OHU E J40446 955.52 40613 ELC B 962.69 40614 ELC 961.94 40617 ELC 956.90 40618 ELC 956.26 40619 ELC E 956.26 40622 ELC B 951.76 40623 ELC E 952.18 40970 STRM INV 24"RCP 920.18 45422 CGB B J45421 954.96 45529 ETR.C B 945.86 45530 ETR.C 945.90 45531 ETR.C 945.99 45532 ETR.C F 945.90 26 TRAV 937.88 40882 TRAV NAIL 924.44 45416 TRAV NAIL 953.86 45525 TRAV NAIL 947.15 45535 TRAV NAIL 948.30 4444444444444488888888888888888888888888888888888888888888888888NOPARKINGNO PARKING NO PARKING PROPOSED BUILDING LOWER LEVEL=951.50 LEVEL 1=973.50 COLD STORAGE BUILDING FFE=951.50 COLD STORAGE BUILDING FFE=951.50 COLD STORAGE BUILDING FFE=951.50 8 88888TW: 73.50 BW: 51.50 TW: 73.50 BW: 51.35 TW: 70.50 BW: 50.50 TW: 51.30 BW: 51.00 TW: 48.00 BW: 47.90 TW: 73.00 BW: 68.50 TW: 73.00 BW: 68.00 TW: 73.00 BW: 73.00 TW: 72.00 BW: 50.40 TW: 72.85 BW: 51.05 TS=71.00 BS=65.00 BS=58.90 BS=52.80 TS=64.90 TS=58.80 TW: 73.50 BW: 51.65 TW: 73.50 BW: 51.50 TW: 48.00 BW: 42.00±EX TW: 48.00 BW: 41.00±EX TW: 48.00 BW: 40.00±EX TW: 48.00 BW: 30.00±EX TW: 48.00 BW: 31.00 TW: 48.00 BW: 38.00 TW: 48.00 BW: 38.50 TW: 48.00 BW: 38.00±EX TW: 48.00 BW: 35.00±EX TW: 45.00 BW: 44.90 PROPOSED BUILDING FFE=951.50 1.8%1.6% 1.6% 1. 6% 2.6% 3.7% 2.6% 2.0% 3.3% 1.5% 1.5% 1.5% 1.5% 1.5% 1.5% 1.5% 1.3% 1.3% 1.7% 3.2% 4.6% 4.2% 3.9 3.5% 3.5% 1.0% 2.7%1. 5%1.0%1. 9%1. 4%1. 4%1. 4%1. 4%1. 4%3. 5%0. 9%2. 0%1. 7%2. 8%2. 0%1.0%1. 1%5. 0%3. 0%1. 0%2. 5%1. 3%1. 6%3. 0%2. 4%1. 5%1. 7%1. 3%2. 0%1.0% 50.80 69.52 68.80 68.45 72.6772. 94 72. 32 71. 71 61. 00 54. 52 51. 06 51. 63 51. 44 51. 26 49.25 49. 25 49. 25 50. 40 50. 40 50. 82 51. 4251.50 51.12 51.12 50.46 51.50 50.60 50.02 49.97 49.81 49.90 49.18 48.98 50.2449. 80 49. 25 51. 9152.88 52.85 62.75 62.31 61.04 58.42 55.80 55.1568. 04 68.25 55. 44 52. 90 53. 25 50. 58 50. 58 49. 84 50. 33 50. 06 51. 0750.87 49.54 49.25 51.73 52.88 53.8049. 25 49. 25 50. 24 48. 75 48. 42 48.08 47. 75 48. 45 48. 75 49. 2549.25 49.54 63.75 62.83 53.28 55.67 73.42 73.0273.21 71.71 71.15 72.8854.91 53.81 54.98 51.90 49.97 49.8151. 12 48. 78 48. 99 50. 9751.21 71.9172. 3472.61 72.61 55.04 54.76 51.19 51.76 51.76 51.50 51.50 51.50 51.50 51.50 51.50 51.50 51.50 51.50 51.20 51.5051. 50 51. 50 61. 40 51. 0751.3451. 07 51. 2051.5049. 25 49.25 51. 5051.50 51.50 51.50 51.50 51.5051.50 51.5051. 50 51.5051.50 51.5051.50 51. 50 51. 50 49. 97 51.50 59. 00 62. 50 59. 43 56. 85 58. 5058.00 62.04 60.00 58.50 64.00 63.10 58.00 60.00 64.00 60.00 57.0057. 0057.00 64.00 73.50 73.50 73.50 73.50 72.25 53.0552.74 54.14 53.70± EX52.40±EX 63. 00±EX62.25±EX 50.42 50. 61 73.50 73. 00 49.47 1.0%1.6% 49.90 50. 84 49.703.0% 51.50 53.30 53. 64 54.42 53.85 55. 68 53.82 54.41 54.60 55. 00 54. 95 56. 05 56. 46 57.00 56.57 57. 29 69.79 68.7669.02 68.51 68.24 69.96 69.53 70. 57 70.09 TW: 45.00 BW: 35. 60±EX TW: 48.00 BW: 37.00±EX TW: 48.00 BW: 36.00±EX 4ACTIVITIES MUST BE CONDUCTED SO AS TO MINIMIZE THE POTENTIAL OF AQUATIC INVASIVE SPECIES TO THE MAXIMUM EXTENT POSSIBLE WALL 1 WALL 2 EXISTING WETLAND EXISTING 100-YR HWL:955. 38 PROPOSED 100-YR HWL:955. 36 EXISTING FLOOD ELEVATION: 946' AS PROVIDED BY RPBCWD FOR NORTH PORTION OF CREEK) EXISTING FLOOD ELEVATION: 929'AS PROVIDED BY RPBCWD FOR CENTER PORTION OF CREEK)EXISTING FLOOD ELEVATION: 924'AS PROVIDED BY RPBCWD FOR SOUTH PORTION OF CREEK) ACTIVITIES MUST BE CONDUCTED SO AS TO MINIMIZE THE POTENTIAL OF AQUATIC INVASIVE SPECIES TO THE MAXIMUM EXTENT POSSIBLE ACTIVITIES MUST BE CONDUCTED SO AS TO MINIMIZE THE POTENTIAL OF AQUATIC INVASIVE SPECIES TO THE MAXIMUM EXTENT POSSIBLE NURP POND SEE DETAIL NURP POND SEE DETAIL WEIR OVERFLOW 10'INV= 945. 00 WEIR OVERFLOW 10'INV= 945.00 WALL 3 FES 10 W/ RIP RAP INV=930. 00 PUBLIC STRUCTURE) STMH 11 RIM=950.12 INV(E)=937.80 INV(W)=930.44 PUBLIC STRUCTURE) 188 LF- 42" RCP @ 1. 25% PUBLIC PIPE) STMH 12 RIM= 950.75 INV=940.15 PUBLIC STRUCTURE)384 LF-42" RCP @ 1.25% PUBLIC PIPE)SKIMMER STRUCTURE INLET= 952.00 WEIR=951.25 OUTLET=944.95 SEE DETAIL PUBLIC STRUCTURE)87 LF- 60" RCP @ 0. 5%PUBLIC PIPE) UNDERGROUND REUSE TANK 306 LF-72" SOLID CMP 12' WIDE MAINTENANCE BERM 12' WIDE MAINTENANCE BERM 7 5 12 13 9 6 10 10 10 15 15 44 NORTH POND TOP OF BERM= 945.50 EOF= 945.00 NWL= 942.00 BOT= 932.00 HWL= 944.88 SOUTH POND TOP OF BERM= 945.50 EOF= 945.00 NWL= 941. 00 BOT= 932.00 HWL= 943. 40 N SCALE IN FEET 0 50 100 NORTH KEY PLAN DRAWING NUMBER DRAWING TITLE CLIENT 4201 cedar avenue so. - minneapolis, MN 55407 tel. (612) 904-1332 - fax (612) 904- 7366 NOT F O R C O N S T R U C TI O N PROJECT NUMBER 21602.0A REVISION DATE DESCRIPTION BY 1891 Arboretum Boulevard Chanhassen, MN 55317 Xcel Energy Service Center Chanhassen Title: Zachary B. Moen - PE Registration Number: 58688 Date: XX/XX/ XXXX By:Title: Professional Engineer I hereby certify that this drawing was prepared by me or under my direct supervision and that I am a duly licensed Professional Engineer under the laws of the State of Minnesota.LOUCKS PROJECT NO. 21602 10/25/ 2022 WATERSHED SUBMITTAL 11/16/ 2022 TEP SUBMITTAL 11/16/ 2022 SCHEMATIC DESIGN PACKAGE 12/05/ 2022 SD PACKAGE ADDENDUM 01/ 12/2023 CITY SUBMISSION Figure 7 ALTERNATE SITE PLAN 4 NOTE:EXISTING CONDITIONS INFORMATION SHOWN IS FROM AN ALTA/NSPS LAND TITLE SURVEY PREPARED BY LOUCKS, DATED 03/ 24/2022. PARKING STALL COUNT ACCESSIBLE PARKING STALL 2 LEGEND CATCH BASIN STORM SEWER SANITARY SEWER WATERMAIN STORM MANHOLE SANITARY MANHOLE HYDRANT GATE VALVE SPOT ELEVATION SIGN LIGHT POLE POWER POLE WATER MANHOLE / WELL CONTOUR CONCRETE CURB UNDERGROUND ELECTRIC CONCRETE TELEPHONE PEDESTAL UNDERGROUND TELEPHONE UNDERGROUND GAS OVERHEAD UTILITY CHAIN LINK FENCE BUILDING RETAINING WALL NO PARKING UNDERGROUND FIBER OPTIC SANITARY SEWER SERVICE WATER SERVICE ELECTRIC METER GAS METER TREE LINE EXISTING PROPOSED 972 DRAINTILE FORCEMAIN 373PARKING SETBACK LINE BUILDING SETBACK LINE 2 FENCE FLARED END SECTION POST INDICATOR VALVE BENCHMARK SOIL BORING 3DIRECTION OF FLOW 1.0%972.5 ALTERNATE PLAN 4 FEASIBILITY REDUCES OVERALL WETLAND IMPACTS BY 1%, BUT INCREASES OVERALL STREAM IMPACTS BY 3%REQUIRES ADDITIONAL 20 LF OF PUBLIC STORM SEWER PIPING FOR REROUTING DRAINAGE FROM NE WETLAND GRADING REQUIRED IN CLOSER PROXIMITY TO 100-YEAR FLOOD ELEVATION OF WEST CREEK CONSTRUCTION OF WEST RETAINING WALLS IS NOT FEASIBLE WITHOUT DISTURBING THE ESTABLISHED BUFFER AREAS BUFFER AREA SIDE SLOPES INCREASED TO CONSTRUCT REQUIRED ACCESS BERMS AROUND STORMWATER PONDS AND TIE GRADES INTO EXISTING ELEVATIONS REQUIRES REMOVAL OF ADDITIONAL 6 SIGNIFICANT TREES ALONG WEST CREEK January 2023 P:\Projects\DKM Projects\9731 - Chanhassen Properties\wetland delineation\Figure 6 Xcel Territory Map2.mxd Figure8XcelSiteSearchResults Proposed ServiceCenter1891ArboretumBlvdChanhassen, Minnesota Xcel Energy 242488 TABLES 243489 Table 1 Summary of Alternatives Analysis Xcel Energy Service Center - Chanhassen Preferred Plan Alternate 1 Alternate 2 Alternate 3 Alternate 4 Disturbed Area (AC)17.200 14.625 16.305 16.885 17.300 Impervious Coverage (AC)9.415 7.700 9.050 9.430 9.415 Wetland Impacted (AC/%)0.166 (22%)0.023 (3%)0.108 (14%)0.144 (19%)0.160 (21%) Stream Impacted (LF/%)205 (13%)0 (0%)0 (0%)205 (13%)255 (16%) Wall Face Required (SF)6,365 21,580 17,575 6,365 5,965 Parking Stalls (EA)120 90 120 120 120 Yard Area (AC)3.582 3.582 3.582 3.582 3.582 Building Footprint Size Main: Office/Crew/Warehouse (AC)22,710 22,710 22,710 22,710 22,710 Vehicle Storage (# Bays)32 24 32 32 32 Fleet Maintenance (SF 17,685 11,825 17,685 17,685 17,685 Separates employee traffic from truck traffic for employee safety Yes No No No No Driveway to parking lot slope 3.5%13.1%7.4%5.1%3.9% Meets Xcel Standard of 2 access points in case of emergency Yes No No Yes Yes Avoids west creek buffer area disturbance due to retaining walls Yes No No Yes No Provides screening of fleet and yard activities Yes No No YesYesCalculationsQuantitativeCriteriaQualitativeCriteria 244490 ATTACHMENT A 245491 Building Common Spaces Total Current SF Lobby / Public Entrances Vestibule / Lobby Space / Reception / Vertical Circulation 592 1 592 Total - Lobbies / Public Entrances 592 Office/Workstations Private Offices 130 6 780 6 Workstations 64 24 1,536 24 Hotel Workstations 64 6 384 6 Total - Office/Workstations 2,700 Common Rooms - Office Now Room (Private Phone Room)130 1 130 5 Large Conference Room (6 person)208 2 416 12 Mother's Room 91 1 91 Break Room / Multi Purpose Room (60 Person)1,957 1 1,957 60 Total - Common Rooms Office 2,594 Common Rooms - Crew Crew Room (Workstations)23 35 805 35 Trouble Room 503 1 503 11 Metering (2 workstations and Storage)718 1 718 2 Operations Workstations 64 2 128 2 Operations Private Offices 137 1 137 1 Warehouse Workstations 23 2 46 2 Warehouse Private Offices 125 1 125 1 Locker / Shower / Restrooms - Men (40 Lockers)1,326 1 1,326 Locker / Shower / Restrooms - Women (10 Lockers)825 1 825 Fitness Room 552 1 552 Total - Common Rooms Crew 5,165 Support Spaces Office/Employee Restrooms (50% Male / 50% Female)212 2 424 Copy / Mail / Workroom 103 1 103 Storage 184 1 184 File Room 157 1 157 Janitor Closet 195 2 390 IT Room / Data Closet 110 2 220 Mechanical Room(s)6,633 1 6,633 Electrical Room(s)424 1 424 Total - Support Spaces 8,535 Building Common Space SF - Subtotal 19,586 Circulation Factor - 20%3,917 Total SF - Bldg Common Spaces 23,503 Divisions Total Current SF Vehicle Maintenance / Wash Bay 990 8 7,920 Vehicle Storage / Wash Bay 990 32 31,680 Business Unit SF - Subtotal 39,600 Circulation Factor - 5% (for support spaces only)1,980 Total SF - Bays 41,580 Total Building Refer to Plans Total Net SF- Building Area & Quantity Bay SF Current Qty Xcel Energy Chanhassen Service Center Building Space Needs Summary Area & Quantity Current Qty TotalCapacityRoomSF 246492 ATTACHMENT B 247493 NORTH KEY PLAN DRAWING NUMBER DRAWING TITLE CLIENT I hereby certify that this drawing was prepared by me or under my direct supervision and that I am a duly registered architect under the laws of the State of Minnesota. Title: XXXX Registration Number: XXXX Date: XXXX By: Title: XXXX 4201 cedar avenue so. - minneapolis, MN 55407 tel. (612) 904-1332 - fax (612) 904-7366 STRUCTURAL MEP NOT FO R C O N S T R U C TI O N PROJECT NUMBER CIVIL / LANDSCAPE OWNER 11/16/ 2022 11:57: 41 AMAutodesk Docs:// Xcel Energy Chanhassen/2240 Xcel Chanhassen_ARCH_ R22. rvtSD5.1 1891ARBORETUMBLVD CHANHASSEN, MN 55317XCELENERGY SERVICECENTER CHANHASSEN3DVIEWS 2240SD5. 11ArialView1 SD5.1 2ArialView2SD5. 13Arial View3 SD5.1 4HWY 5 East NORTH KEY PLAN DRAWING NUMBER DRAWING TITLE CLIENT I hereby certify that this drawing was prepared by me or under my direct supervision and that I am a duly registered architect under the laws of the State of Minnesota. Title: XXXX Registration Number: XXXX Date: XXXX By: Title: XXXX 4201 cedar avenue so. - minneapolis, MN 55407 tel. (612) 904-1332 - fax (612) 904-7366 STRUCTURAL MEP NOT FO R C O N S T R U C TI O N PROJECT NUMBER CIVIL / LANDSCAPE OWNER 11/16/ 2022 11:59: 21 AMAutodesk Docs:// Xcel Energy Chanhassen/2240 Xcel Chanhassen_ARCH_ R22. rvtSD5.2 1891ARBORETUM BLVD CHANHASSEN, MN 55317XCEL ENERGYSERVICE CENTERCHANHASSEN 3D VIEWS2240 SD5.2 1CoulterEast BoundSD5.2 2Yard Entry SD5.2 3Coulter ATTACHMENT C 250496 Version June 2021 Description of Stream Features Worksheet The Corps encourages applicants to complete this worksheet to aid in the identification of streams within a project area. Provide representative photographs of the stream features outlined in this form in a separate attached document. Project ID Number: Latitude (DD): 44.861164 Feature ID: WotUS 2 Longitude (DD): -93.569260 Waterbody Name*: Tributary of Bluff Creek Length of Reach (ft): 202’ impacted, 363’ total Investigator (s): Danny Margarit Top of Bank Width (ft): 25’ – 55’ Inspection Date: 9/30/2022 OHWM Elevation: 930’ – 945’ County/State: Carver/MN Special Designations: Site Description and Site History*: The Property has been farmed since at least 1937. It is assumed to have been vacant and undeveloped before then. WotUS 2 is an ephemeral stream that conveys flow from a wetland in the Northeast corner of the site to another stream (WotUS 1) which runs south along the western Property boundary. Please see attached figures. Associated Wetland(s)? If yes, provide a brief description below and attach figures of locations A lobe of Wetland 2 extends off to the southwest which drains into this stream. This lobe consists of a reed canarygrass and willow dominated field ditch. Please see attached figures. Include Historic Aerial photographs and Topographic Maps (historic and current) of stream when appropriate (see instructions). Water Regime (check all that apply): Perennial Intermittent Ephemeral Explain Reasoning (attach all supporting data): Other Evidence: List/describe an additional field evidence and/or lines of reasoning used to support your delineation Ordinary High Water Mark (OHWM) Criteria: Check all that apply and provide representative photographs** of each checked criteria in an attachment. There was not a constant source observed to be feeding the stream as the stream did not appear until partially down the stream. In addition, there was no flow observed during the site visit to complete this worksheet. The National Hydrography Dataset and the Minnesota Public Waters databases do not include this stream; therefore, the designation is based on site observations. Since the stream does not have a perennial flow regime, the main criteria observed were presence of litter or debris, shelving, change in vegetation, and scouring. The stream flows often and with enough force to exhibit these indicators. Please see attached photos and definitions for examples. 251497 Version June 2021 Clear, natural line impressed on bank Vegetation matted down, bent or absent Leaf litter disturbed or washed away Abrupt change in plant community Destruction of terrestrial vegetation Changes in soil characteristics Sediment deposition Sediment sorting Presence of litter or debris Shelving Evidence of scouring Water staining on leaf debris/tree trunks List of Photo ID Numbers: Unique Features: Check all that apply and provide representative photographs of each checked criteria in an attachment. Unstable Banks Rock Outcrop Riffles/Runs Bridge/culvert Steep Sideslopes Headcutting Gravel Bars/Islands Riprap Diversion/Intake Buildings Erosion Channelization Seeps Dams Pools Large Woody Debris Concentrated Flow Points (e.g. Tile) Aquatic fauna macroinvertebrates, fish etc.) Submergent Aquatic Vegetation Undercut Banks List of Photo ID Numbers: Bed Material Characterization: Estimate percentages to describe the general sediment texture of the channel, provide representative photographs when conditions allow. Clay/Silt 0.05mm Sand 0.05- 2mm Gravel 2mm- 1cm Cobbles 1- 10cm Boulders 10cm Bed Material 45% 15% 5% 5% 30% Notes/Description and Photo ID Numbers: Photograph 1, 3, 4, 7, 8, 10, 12, and 13 Photograph 1, 2, 4, 5, 6, 9, 10, and 11 Boulders appear to be dumped, not present naturally. The soil was silty clay loam with gravel, and is best shown in Photographs 3, 7, 8, 9, 10, and 13. 252498 Version June 2021 Vegetation: Check boxes of the strata that are present in the reach and provide a brief description of the general vegetation characteristics. List the dominant species of each strata and describe which strata is dominant. Provide representative photographs of vegetation, including riparian buffer. Tree Shrub Herbaceous Bare Notes/Description and Photo ID Numbers: Riparian Area Width: Provide a general estimate in feet of the width of the riparian corridor that currently contains riparian vegetation and is free from any soil-disturbing land uses (MNSQT, 2019). Notes/Description and Photo ID Numbers: Notes: The stream bank is dominated with Red Maples, Eastern Cottonwood trees, and Common Buckthorn. These trees dominate both the “Tree” and “Shrub” strata. The herbaceous layer is dominated by Goldenrods, Burdock, limited sedges, and some Reed Canarygrass, as well as volunteer trees. Shown in Photographs 2, 3, 6, 11, 14, 15, and 16 The width of the riparian area varies from approximately 55 feet at the beginning near the adjacent wetland, to approximately 25 feet downstream, where it flows into WotUS 1. 253499 Version June 2021 Provide any additional information below, all photographs and maps should be provided in an attached appendix. Figures 1-5 included from the wetland delineation report completed for the Property. Figure 6 details the specific portion of stream to be impacted, as well as providing photograph locations. The historic aerial review photos from the delineation report were also included. 254500 Copyright:© 2013 National Geographic Society, i-cubed Sources: Esri, HERE, Garmin, USGS, Intermap, INCREMENT P, NRCan, Esri Japan, METI, Esri China Hong Kong), Esri Korea, Esri Thailand), NGCC, (c) 0 2,000Feet October 2021P:\Projects\ DKM Projects\9731 - Chanhassen Properties\wetland delineation\Figure1SiteLocationMap.mxd1: 24, 000 Basemap: USGS 7. 5 Coulter Blvd Arboretum Blvd Stone Creek DrW 78th St Andrew Ct Arboretum Blvd October 2021P:\Projects\DKM Projects\9731 - Chanhassen Properties\wetlanddelineation\Figure2Soils Map. mxd1:2,400 Basemap: MnGeo color 7-county, 2020.Figure 2Soils Map1891 Arboretum BlvdChanhassen, Minnesota Legend Kilkenn-Lester loam ( 0% Coulter Blvd Arboretum Blvd Stone Creek DrW 78th St Andrew Ct Arboretum Blvd November 2022P:\Projects\DKM Projects\9731 - Chanhassen Properties\wetlanddelineation\Figure3ContourMap. mxd1: 2,400 Basemap: MnGeo color 7- county, 2020. Figure 3Contour Elevation Map1891 Arboretum BlvdChanhassen, Minnesota Legend PEM1A PEM1C PEM1A PUBHx PEM1F PUBHx Coulter Blvd Arboretum Blvd Stone Creek DrW 78th St Andrew Ct Arboretum Blvd PEMCd PFO1C PFO1C October 2021P:\Projects\DKM Projects\9731 - Chanhassen Properties\wetlanddelineation\Figure4NWIMap. mxd1: 2,400 Basemap: MnGeo color 7-county, 2020.Figure 4 - NationalWetland Water of the US 1 Water of the US 2 Wetland 2 Wetland 1 W1 W2 U1 U2 Upland-4 Upland-3 Upland-5 Upland-2Upland-1 W 78th St Coulter Blvd Arboretum Blvd Stone Creek DrAndrew Ct Arboretum Blvd November 2022P:\Projects\DKM Projects\9731 - Chanhassen Properties\wetlanddelineation\Figure5WetlandDelineation Map. mxd1:2,400 Basemap: MnGeo color 7-county, 2020.Figure 5Wetland Delineation Map1891 Arboretum BlvdChanhassen, Minnesota Legend Wetland Water of the US2Flow DirectionFlow D i rec t ionWetland2Type20.76 AcresWetland1Type20.007 Acres P7 P6 P5 P3 P16 P15 P14 P12 P11 P10 P8, P9 P1, P2 P13 P4 November 2022P:\ Projects\DKM Projects\9731 - Chanhassen Properties\ wetland delineation\ExtentofProposedWetlandFill.mxd1: 1, 200 Basemap: MnGeo color 7-county, 2020.Figure 6 Extent ofProposed Impacts1891 Arboretum BlvdChanhassen, Minnesota Legend Photograph Location Property Boundary Waters of the AOI 1 AOI 9 AOI 6 AOI 4 AOI 5 AOI 3 AOI 2 AOI 7 AOI 11 AOI 12 AOI 8 AOI 10 AOI 13 Figure 1.11981AerialPhotographP:\Projects\DKMProjects\9731 - Chanhassen Properties\wetland delineation\APR\APR. mxd1891 Arboretum BoulevardChanhassen, Minnesota AOI 1 AOI 9 AOI 6 AOI 4 AOI 5 AOI 3 AOI 2 AOI 7 AOI 11 AOI 12 AOI 8 AOI 10 AOI 13 Figure 1.21982AerialPhotographP:\Projects\DKMProjects\9731 - Chanhassen Properties\wetland delineation\APR\APR. mxd1891 Arboretum BoulevardChanhassen, Minnesota AOI 1 AOI 9 AOI 6 AOI 4 AOI 5 AOI 3 AOI 2 AOI 7 AOI 11 AOI 12 AOI 8 AOI 10 AOI 13 Figure 1.31983AerialPhotographP:\Projects\DKMProjects\9731 - Chanhassen Properties\wetland delineation\APR\APR. mxd1891 Arboretum BoulevardChanhassen, Minnesota AOI 1 AOI 9 AOI 6 AOI 4 AOI 5 AOI 3 AOI 2 AOI 7 AOI 11 AOI 12 AOI 8 AOI 10 AOI 13 Figure 1.41985AerialPhotographP:\Projects\DKMProjects\9731 - Chanhassen Properties\wetland delineation\APR\APR. mxd1891 Arboretum BoulevardChanhassen, Minnesota AOI 1 AOI 9 AOI 6 AOI 4 AOI 5 AOI 3 AOI 2 AOI 7 AOI 11 AOI 12 AOI 8 AOI 10 AOI 13 Figure 1.51989AerialPhotographP:\Projects\DKMProjects\9731 - Chanhassen Properties\wetland delineation\APR\APR. mxd1891 Arboretum BoulevardChanhassen, Minnesota AOI 1 AOI 9 AOI 6 AOI 4 AOI 5 AOI 3 AOI 2 AOI 7 AOI 11 AOI 12 AOI 8 AOI 10 AOI 13 Figure 1.61997AerialPhotographP:\Projects\DKMProjects\9731 - Chanhassen Properties\wetland delineation\APR\APR. mxd1891 Arboretum BoulevardChanhassen, Minnesota AOI 1 AOI 9 AOI 6 AOI 4 AOI 5 AOI 3 AOI 2 AOI 7 AOI 11 AOI 12 AOI 8 AOI 10 AOI 13 Figure 1.71998AerialPhotographP:\Projects\DKMProjects\9731 - Chanhassen Properties\wetland delineation\APR\APR. mxd1891 Arboretum BoulevardChanhassen, Minnesota AOI 1 AOI 9 AOI 6 AOI 4 AOI 5 AOI 3 AOI 2 AOI 7 AOI 11 AOI 12 AOI 8 AOI 10 AOI 13 Figure 1.82000AerialPhotographP:\Projects\DKMProjects\9731 - Chanhassen Properties\wetland delineation\APR\APR. mxd1891 Arboretum BoulevardChanhassen, Minnesota AOI 1 AOI 9 AOI 6 AOI 4 AOI 5 AOI 3 AOI 2 AOI 7 AOI 11 AOI 12 AOI 8 AOI 10 AOI 13 Figure 1.92006AerialPhotographP:\Projects\DKMProjects\9731 - Chanhassen Properties\wetland delineation\APR\APR. mxd1891 Arboretum BoulevardChanhassen, Minnesota AOI 1 AOI 9 AOI 6 AOI 4 AOI 5 AOI 3 AOI 2 AOI 7 AOI 11 AOI 12 AOI 8 AOI 10 AOI 13 Figure 1.102010AerialPhotographP:\Projects\DKMProjects\9731 - Chanhassen Properties\wetland delineation\APR\APR. mxd1891 Arboretum BoulevardChanhassen, Minnesota AOI 1 AOI 9 AOI 6 AOI 4 AOI 5 AOI 3 AOI 2 AOI 7 AOI 11 AOI 12 AOI 8 AOI 10 AOI 13 Figure 1.112012AerialPhotographP:\Projects\DKMProjects\9731 - Chanhassen Properties\wetland delineation\APR\APR. mxd1891 Arboretum BoulevardChanhassen, Minnesota AOI 1 AOI 9 AOI 6 AOI 4 AOI 5 AOI 3 AOI 2 AOI 7 AOI 11 AOI 12 AOI 8 AOI 10 AOI 13 Figure 1.122016AerialPhotographP:\Projects\DKMProjects\9731 - Chanhassen Properties\wetland delineation\APR\APR. mxd1891 Arboretum BoulevardChanhassen, Minnesota AOI 1 AOI 9 AOI 6 AOI 4 AOI 5 AOI 3 AOI 2 AOI 7 AOI 11 AOI 12 AOI 8 AOI 10 AOI 13 Figure 1.132020AerialPhotographP:\Projects\DKMProjects\9731 - Chanhassen Properties\wetland delineation\APR\APR. mxd1891 Arboretum BoulevardChanhassen, Minnesota Photograph 1, view of the northeast end of WotUS 2, facing east. Above this scour/undercut bank is the delineated boundary of Wetland 2. Photograph 2, view of stream, including large, woody debris, facing southwest. 274520 Photograph 3, View of shelving and change in vegetation on the north bank. Photograph 4, View of scoured southern streambank. 275521 Photograph 5, view of rocks dumped in streambed (hard armoring), facing northeast. Photograph 6, view of the stream (showing eroded banks) facing southwest. 276522 Photograph 7, view of litter deposition on the north bank of the stream. Photograph 8, view of scour and change in vegetation on north bank. 277523 Photograph 9, view of P8 photo location, as well as rocks dumped in streambed (hard armoring), facing northeast. Photograph 10, view of a slight shelf below a steep slope on the south side of the stream. Photo taken facing northeast, upstream. 278524 Photograph 11, view of rocks and concrete dumped in streambed, facing northeast. Photograph 12, view of scour/shelving on the south bank of the stream, facing southwest. 279525 Photograph 13, view of shelving/scour on north bank of stream. Photograph 14, view of where WotUS 2 flows west into WotUS 1, photograph taken facing north. 280526 Photograph 15, view across the stream, facing north. Photograph 16, view across the stream, facing southeast. 281527 ATTACHMENT D 282528 Stormwater Stormwater Management Plan January 10, 2023 Xcel Chanhassen Xcel Chanhassen Chanhassen, MN Stormwater Management Plan Table of Contents Page Number Introduction ................................................................................................................................ 1 Methodology .............................................................................................................................. 1 Existing Conditions ..................................................................................................................... 2 Proposed Conditions ................................................................................................................... 2 Best Management Practices ........................................................................................................10 Conclusion ................................................................................................................................10 Appendices HydroCAD Report -Existing/Proposed .......................................................................... Appendix A MIDS Report ................................................................................................................ Appendix B Truck Wash Demand Spreadsheet…………………………………………………………..Appendix C Tree Coverage Exhibit………………………………………………………………………...Appendix C Irrigation Exhibit……………………………………………………………………………… Appendix C Earthwork Exhibit……………………………………………………………………………..Appendix D Flood Mapping………………………………………………………………………………...Appendix E Figures Existing Drainage Exhibit ................................................................................................... Figure 1 Proposed Drainage Exhibit ................................................................................................ Figure 2 Wetland Transitions Profile & Cross-section…...……………………………………………. Figure 3-4 Geotechnical Report………………………………………………………………………………Figure 5 284530 Stormwater Stormwater Management Plan January 10, 2023 Xcel Chanhassen Page 2 Soils information is assumed to be mostly D soils, based on the soil borings at a depth infiltration will be used. Water reuse and NURP ponding are used to meet rate control, volume and quality control from new impervious surfaces. Soil borings show that Type D soils will be found at most depths that could be used for infiltration. Existing Conditions The existing site consists of mostly crop field with meadow grass and trees outside the fields, as well as a wetland in the northeast corner with a ditch watercourse connecting it to the creek along the west side of the property. There is an additional small wetland on the top of a berm in the field. Most of the parcel drainage makes it way directly to the creek along the east, either directly or through the lower ditch section. The upper northeast corner drains to the wetland in the corner and a section south of the wetland drains directly to the upper ditch section noted as a wetland. There is a small depression that is considered part of the ditch wetland that receives water from the upper ditch area and then overflows to the lower ditch area. A small amount just directly around the small wetland in the field is captured in the wetland. A small section along Coulter Boulevard drains directly offsite to the street. The site has significant grade change, with the site sloping to the center and to the east down to the creek. The wetland in the northeast corner has a larger drainage area that is included. A section of the property on the north side of Highway 5 is piped to the wetland, as well as a section of Highway 5 and the north frontage road. There is a pond between the north frontage road and Highway 5 that takes drainage from both roads and overflows to the wetland on the proposed property. There is more additional drainage from Highway 5 that sheet drains through the site down to the creek. Additional drainage that drains directly to the creek is not included since the creek flows are not being modeled in this analysis, just what is going through the site to the creek. This analysis is to determine the rates and volumes coming off the site to the creek and to match or reduce that in the proposed condition per requirements. The existing modeled area of approximately 68.69 acres consists of 4.266 acres of impervious surface. Proposed Conditions The proposed site generally consists of an office and maintenance facility which includes truck garages, material storage areas, wash bays and associated parking, hardscape and landscape. The proposed development works around the wetland in the northeast corner of the site which is critical to the flow of runoff through the site and the upper portion of the wetland swale, while removing the small top of berm wetland and part of the wetland formed in the upper half of the draining swale down to the creek. The runoff from the two main buildings is proposed to be captured and stored for reuse within the site, as well as 286532 Stormwater Stormwater Stormwater Stormwater Stormwater Stormwater Stormwater Stormwater Appendix 2-D 500 new Subcat) 501 new Subcat) COULTER new Subcat) CR-N new Subcat) CR-S new Subcat) L-D N100 new Subcat) O-CRK new Subcat) O-DTCH S-C new Subcat) W1 new Subcat) W100 new Subcat) W110 new Subcat) W1D new Subcat) W2 new Subcat) W2M 1R new Reach) COULT BLVD new Reach) CR new Reach) CR-NORTH new Reach) CR-SOUTH new Reach) Ditch-W DTCH DITCH new Pond) Ditch-2 new Pond) North new Pond) P5 new Pond) WET1 new Pond) WET2 new Pond) Routing Diagram for 21602 - EXISTING 22 11-21 Prepared by Loucks & Associates, Printed 12/13/2022 HydroCAD® 10.20-2d s/n 02676 © 2021 HydroCAD Software Solutions LLC Subcat Reach Pond Link 296542 21602 - EXISTING 22 11-21 Printed 12/13/2022PreparedbyLoucks & Associates Page2HydroCAD® 10.20-2d s/n 02676 © 2021 HydroCAD Software Solutions LLC Rainfall Events Listing (selected events) Event# Event Name Storm Type Curve Mode Duration hours) B/B Depth inches) AMC 1 1-Year MSE 24-hr 3 Default 24.00 1 2.47 3 2 2-Year MSE 24-hr 3 Default 24.00 1 2.87 3 3 10-Year MSE 24-hr 3 Default 24.00 1 4.27 3 4 100-Year MSE 24-hr 3 Default 24.00 1 7.41 3 297543 21602 - EXISTING 22 11-21 Printed 12/13/2022PreparedbyLoucks & Associates Page3HydroCAD® 10.20-2d s/n 02676 © 2021 HydroCAD Software Solutions LLC Area Listing (all nodes) Area acres) CN Description subcatchment-numbers) 4.265 98 (500, 501, COULTER, CR-S, N100, W100, W2M) 5.458 80 >75% Grass cover, Good, HSG D (500, 501, N100) 0.968 85 Legumes, straight row, Good, HSG D (COULTER) 24.827 78 Meadow, non-grazed, HSG D (2-D, 500, 501, CR-N, CR-S, L-D, W100) 1.578 80 Pasture/grassland/range, Good, HSG D (S-C, W2, W2M) 21.269 89 Row crops, straight row, Good, HSG D (2-D, L-D, N100, W1, W1D, W2) 0.300 98 Water Surface, 0% imp, HSG D (500) 10.026 79 Woods/grass comb., Good, HSG D (2-D, COULTER, CR-N, CR-S, L-D, N100, O-CRK, O-DTCH, W1, W110, W1D) 68.691 83 TOTAL AREA 298544 MSE 24-hr 3 1-Year Rainfall=2.47", AMC=321602 - EXISTING 22 11-21 Printed 12/13/2022PreparedbyLoucks & Associates Page4HydroCAD® 10.20-2d s/n 02676 © 2021 HydroCAD Software Solutions LLC Summary for Subcatchment 2-D: Runoff = 7.00 cfs @ 12.20 hrs, Volume= 0.437 af, Depth= 1.93" Routed to Pond Ditch-2 : (new Pond) Runoff by SCS TR-20 method, UH=SCS, Split Pervious/Imperv., Time Span= 0.00-300.00 hrs, dt= 0.05 hrs MSE 24-hr 3 1-Year Rainfall=2.47", AMC=3 Area (ac) CN Adj Description 2.363 89 Row crops, straight row, Good, HSG D 0.100 79 Woods/grass comb., Good, HSG D 0.250 78 Meadow, non-grazed, HSG D 0.000 98 2.713 88 95 Weighted Average, AMC Adjusted 2.713 88 95 100.00% Pervious Area, AMC Adjusted Tc Length Slope Velocity Capacity Description min) (feet) (ft/ft) (ft/sec) (cfs) 8.0 100 0.0500 0.21 Sheet Flow, Cultivated: Residue>20% n= 0.170 P2= 2.84" 4.5 420 0.0300 1.56 Shallow Concentrated Flow, Cultivated Straight Rows Kv= 9.0 fps 12.5 520 Total Summary for Subcatchment 500: (new Subcat) Runoff = 8.01 cfs @ 12.35 hrs, Volume= 0.728 af, Depth= 2.00" Routed to Pond P5 : (new Pond) Runoff by SCS TR-20 method, UH=SCS, Split Pervious/Imperv., Time Span= 0.00-300.00 hrs, dt= 0.05 hrs MSE 24-hr 3 1-Year Rainfall=2.47", AMC=3 Area (ac) CN Adj Description 2.123 98 0.758 80 >75% Grass cover, Good, HSG D 0.300 98 Water Surface, 0% imp, HSG D 1.189 78 Meadow, non-grazed, HSG D 4.370 89 96 Weighted Average, AMC Adjusted 2.247 81 92 51.42% Pervious Area, AMC Adjusted 2.123 98 99 48.58% Impervious Area, AMC Adjusted 299545 MSE 24-hr 3 1-Year Rainfall=2.47", AMC=321602 - EXISTING 22 11-21 Printed 12/13/2022PreparedbyLoucks & Associates Page5HydroCAD® 10.20-2d s/n 02676 © 2021 HydroCAD Software Solutions LLC Tc Length Slope Velocity Capacity Description min) (feet) (ft/ft) (ft/sec) (cfs) 1.7 15 0.3000 0.14 Sheet Flow, Grass: Bermuda n= 0.410 P2= 2.84" 22.9 85 0.0150 0.06 Sheet Flow, Grass: Bermuda n= 0.410 P2= 2.84" 0.4 70 0.0300 2.60 Shallow Concentrated Flow, Grassed Waterway Kv= 15.0 fps 0.3 98 0.0120 4.97 3.90 Pipe Channel, 12.0" Round Area= 0.8 sf Perim= 3.1' r= 0.25' n= 0.013 25.3 268 Total Summary for Subcatchment 501: (new Subcat) Runoff = 2.76 cfs @ 12.54 hrs, Volume= 0.313 af, Depth= 1.65" Routed to Pond P5 : (new Pond) Runoff by SCS TR-20 method, UH=SCS, Split Pervious/Imperv., Time Span= 0.00-300.00 hrs, dt= 0.05 hrs MSE 24-hr 3 1-Year Rainfall=2.47", AMC=3 Area (ac) CN Adj Description 0.389 98 1.787 78 Meadow, non-grazed, HSG D 0.100 80 >75% Grass cover, Good, HSG D 2.276 82 92 Weighted Average, AMC Adjusted 1.887 78 90 82.91% Pervious Area, AMC Adjusted 0.389 98 99 17.09% Impervious Area, AMC Adjusted Tc Length Slope Velocity Capacity Description min) (feet) (ft/ft) (ft/sec) (cfs) 30.7 100 0.0100 0.05 Sheet Flow, Grass: Bermuda n= 0.410 P2= 2.84" 9.1 815 0.0100 1.50 Shallow Concentrated Flow, Grassed Waterway Kv= 15.0 fps 39.8 915 Total Summary for Subcatchment COULTER: (new Subcat) Runoff = 2.77 cfs @ 12.18 hrs, Volume= 0.158 af, Depth= 1.75" Routed to Reach COULT BLVD : (new Reach) Runoff by SCS TR-20 method, UH=SCS, Split Pervious/Imperv., Time Span= 0.00-300.00 hrs, dt= 0.05 hrs MSE 24-hr 3 1-Year Rainfall=2.47", AMC=3 300546 MSE 24-hr 3 1-Year Rainfall=2.47", AMC=321602 - EXISTING 22 11-21 Printed 12/13/2022PreparedbyLoucks & Associates Page6HydroCAD® 10.20-2d s/n 02676 © 2021 HydroCAD Software Solutions LLC Area (ac) CN Adj Description 0.006 98 0.968 85 Legumes, straight row, Good, HSG D 0.108 79 Woods/grass comb., Good, HSG D 1.082 84 93 Weighted Average, AMC Adjusted 1.076 84 93 99.45% Pervious Area, AMC Adjusted 0.006 98 99 0.55% Impervious Area, AMC Adjusted Tc Length Slope Velocity Capacity Description min) (feet) (ft/ft) (ft/sec) (cfs) 8.0 100 0.0500 0.21 Sheet Flow, Cultivated: Residue>20% n= 0.170 P2= 2.84" 0.8 100 0.0500 2.01 Shallow Concentrated Flow, Cultivated Straight Rows Kv= 9.0 fps 1.5 150 0.0350 1.68 Shallow Concentrated Flow, Cultivated Straight Rows Kv= 9.0 fps 10.3 350 Total Summary for Subcatchment CR-N: (new Subcat) Runoff = 9.08 cfs @ 12.28 hrs, Volume= 0.656 af, Depth= 1.50" Routed to Reach CR-NORTH : (new Reach) Runoff by SCS TR-20 method, UH=SCS, Split Pervious/Imperv., Time Span= 0.00-300.00 hrs, dt= 0.05 hrs MSE 24-hr 3 1-Year Rainfall=2.47", AMC=3 Area (ac) CN Adj Description 0.000 89 Row crops, straight row, Good, HSG D 0.870 79 Woods/grass comb., Good, HSG D 4.364 78 Meadow, non-grazed, HSG D 0.000 98 5.234 78 90 Weighted Average, AMC Adjusted 5.234 78 90 100.00% Pervious Area, AMC Adjusted Tc Length Slope Velocity Capacity Description min) (feet) (ft/ft) (ft/sec) (cfs) 14.1 100 0.0700 0.12 Sheet Flow, Grass: Bermuda n= 0.410 P2= 2.84" 1.9 200 0.0600 1.71 Shallow Concentrated Flow, Short Grass Pasture Kv= 7.0 fps 2.5 200 0.0350 1.31 Shallow Concentrated Flow, Short Grass Pasture Kv= 7.0 fps 18.5 500 Total 301547 MSE 24-hr 3 1-Year Rainfall=2.47", AMC=321602 - EXISTING 22 11-21 Printed 12/13/2022PreparedbyLoucks & Associates Page7HydroCAD® 10.20-2d s/n 02676 © 2021 HydroCAD Software Solutions LLC Summary for Subcatchment CR-S: (new Subcat) Runoff = 11.33 cfs @ 12.28 hrs, Volume= 0.819 af, Depth= 1.51" Routed to Reach CR-SOUTH : (new Reach) Runoff by SCS TR-20 method, UH=SCS, Split Pervious/Imperv., Time Span= 0.00-300.00 hrs, dt= 0.05 hrs MSE 24-hr 3 1-Year Rainfall=2.47", AMC=3 Area (ac) CN Adj Description 0.000 89 Row crops, straight row, Good, HSG D 0.800 79 Woods/grass comb., Good, HSG D 5.658 78 Meadow, non-grazed, HSG D 0.050 98 6.508 78 90 Weighted Average, AMC Adjusted 6.458 78 90 99.23% Pervious Area, AMC Adjusted 0.050 98 99 0.77% Impervious Area, AMC Adjusted Tc Length Slope Velocity Capacity Description min) (feet) (ft/ft) (ft/sec) (cfs) 14.1 100 0.0700 0.12 Sheet Flow, Grass: Bermuda n= 0.410 P2= 2.84" 1.9 200 0.0600 1.71 Shallow Concentrated Flow, Short Grass Pasture Kv= 7.0 fps 2.5 200 0.0350 1.31 Shallow Concentrated Flow, Short Grass Pasture Kv= 7.0 fps 18.5 500 Total Summary for Subcatchment L-D: Runoff = 2.33 cfs @ 12.20 hrs, Volume= 0.140 af, Depth= 1.58" Routed to Reach Ditch-W : Runoff by SCS TR-20 method, UH=SCS, Split Pervious/Imperv., Time Span= 0.00-300.00 hrs, dt= 0.05 hrs MSE 24-hr 3 1-Year Rainfall=2.47", AMC=3 Area (ac) CN Adj Description 0.193 89 Row crops, straight row, Good, HSG D 0.400 79 Woods/grass comb., Good, HSG D 0.470 78 Meadow, non-grazed, HSG D 0.000 98 1.063 80 91 Weighted Average, AMC Adjusted 1.063 80 91 100.00% Pervious Area, AMC Adjusted Tc Length Slope Velocity Capacity Description min) (feet) (ft/ft) (ft/sec) (cfs) 8.0 100 0.0500 0.21 Sheet Flow, Cultivated: Residue>20% n= 0.170 P2= 2.84" 4.5 420 0.0300 1.56 Shallow Concentrated Flow, Cultivated Straight Rows Kv= 9.0 fps 12.5 520 Total 302548 MSE 24-hr 3 1-Year Rainfall=2.47", AMC=321602 - EXISTING 22 11-21 Printed 12/13/2022PreparedbyLoucks & Associates Page8HydroCAD® 10.20-2d s/n 02676 © 2021 HydroCAD Software Solutions LLC Summary for Subcatchment N100: (new Subcat) Runoff = 40.19 cfs @ 12.37 hrs, Volume= 3.589 af, Depth= 1.84" Routed to Pond North : (new Pond) Runoff by SCS TR-20 method, UH=SCS, Split Pervious/Imperv., Time Span= 0.00-300.00 hrs, dt= 0.05 hrs MSE 24-hr 3 1-Year Rainfall=2.47", AMC=3 Area (ac) CN Adj Description 0.107 98 14.500 89 Row crops, straight row, Good, HSG D 4.600 80 >75% Grass cover, Good, HSG D 4.161 79 Woods/grass comb., Good, HSG D 23.368 85 94 Weighted Average, AMC Adjusted 23.261 85 94 99.54% Pervious Area, AMC Adjusted 0.107 98 99 0.46% Impervious Area, AMC Adjusted Tc Length Slope Velocity Capacity Description min) (feet) (ft/ft) (ft/sec) (cfs) 15.2 100 0.0100 0.11 Sheet Flow, Cultivated: Residue>20% n= 0.170 P2= 2.84" 11.6 1,200 0.0370 1.73 Shallow Concentrated Flow, Cultivated Straight Rows Kv= 9.0 fps 26.8 1,300 Total Summary for Subcatchment O-CRK: (new Subcat) Runoff = 0.68 cfs @ 12.31 hrs, Volume= 0.053 af, Depth= 1.58" Routed to Reach CR-SOUTH : (new Reach) Runoff by SCS TR-20 method, UH=SCS, Split Pervious/Imperv., Time Span= 0.00-300.00 hrs, dt= 0.05 hrs MSE 24-hr 3 1-Year Rainfall=2.47", AMC=3 Area (ac) CN Adj Description 0.399 79 Woods/grass comb., Good, HSG D 0.399 79 91 Weighted Average, AMC Adjusted 0.399 79 91 100.00% Pervious Area, AMC Adjusted Tc Length Slope Velocity Capacity Description min) (feet) (ft/ft) (ft/sec) (cfs) 14.7 100 0.0600 0.11 Sheet Flow, Woods: Light underbrush n= 0.400 P2= 2.84" 1.4 100 0.0600 1.22 Shallow Concentrated Flow, Woodland Kv= 5.0 fps 2.9 300 0.0620 1.74 Shallow Concentrated Flow, Short Grass Pasture Kv= 7.0 fps 2.5 200 0.0350 1.31 Shallow Concentrated Flow, Short Grass Pasture Kv= 7.0 fps 21.5 700 Total 303549 MSE 24-hr 3 1-Year Rainfall=2.47", AMC=321602 - EXISTING 22 11-21 Printed 12/13/2022PreparedbyLoucks & Associates Page9HydroCAD® 10.20-2d s/n 02676 © 2021 HydroCAD Software Solutions LLC Summary for Subcatchment O-DTCH: Runoff = 0.98 cfs @ 12.28 hrs, Volume= 0.072 af, Depth= 1.58" Routed to Pond Ditch-2 : (new Pond) Runoff by SCS TR-20 method, UH=SCS, Split Pervious/Imperv., Time Span= 0.00-300.00 hrs, dt= 0.05 hrs MSE 24-hr 3 1-Year Rainfall=2.47", AMC=3 Area (ac) CN Adj Description 0.547 79 Woods/grass comb., Good, HSG D 0.547 79 91 Weighted Average, AMC Adjusted 0.547 79 91 100.00% Pervious Area, AMC Adjusted Tc Length Slope Velocity Capacity Description min) (feet) (ft/ft) (ft/sec) (cfs) 13.8 100 0.0700 0.12 Sheet Flow, Woods: Light underbrush n= 0.400 P2= 2.84" 0.8 100 0.0500 2.01 Shallow Concentrated Flow, Cultivated Straight Rows Kv= 9.0 fps 4.5 420 0.0300 1.56 Shallow Concentrated Flow, Cultivated Straight Rows Kv= 9.0 fps 19.1 620 Total Summary for Subcatchment S-C: (new Subcat) Runoff = 1.15 cfs @ 12.29 hrs, Volume= 0.085 af, Depth= 1.58" Routed to Reach CR-NORTH : (new Reach) Runoff by SCS TR-20 method, UH=SCS, Split Pervious/Imperv., Time Span= 0.00-300.00 hrs, dt= 0.05 hrs MSE 24-hr 3 1-Year Rainfall=2.47", AMC=3 Area (ac) CN Adj Description 0.644 80 Pasture/grassland/range, Good, HSG D 0.644 80 91 Weighted Average, AMC Adjusted 0.644 80 91 100.00% Pervious Area, AMC Adjusted Tc Length Slope Velocity Capacity Description min) (feet) (ft/ft) (ft/sec) (cfs) 15.0 100 0.0600 0.11 Sheet Flow, Grass: Bermuda n= 0.410 P2= 2.84" 1.9 200 0.0600 1.71 Shallow Concentrated Flow, Short Grass Pasture Kv= 7.0 fps 2.5 200 0.0350 1.31 Shallow Concentrated Flow, Short Grass Pasture Kv= 7.0 fps 19.4 500 Total 304550 MSE 24-hr 3 1-Year Rainfall=2.47", AMC=321602 - EXISTING 22 11-21 Printed 12/13/2022PreparedbyLoucks & Associates Page10HydroCAD® 10.20-2d s/n 02676 © 2021 HydroCAD Software Solutions LLC Summary for Subcatchment W1: (new Subcat) Runoff = 2.99 cfs @ 12.20 hrs, Volume= 0.182 af, Depth= 1.75" Routed to Pond WET1 : (new Pond) Runoff by SCS TR-20 method, UH=SCS, Split Pervious/Imperv., Time Span= 0.00-300.00 hrs, dt= 0.05 hrs MSE 24-hr 3 1-Year Rainfall=2.47", AMC=3 Area (ac) CN Adj Description 0.603 89 Row crops, straight row, Good, HSG D 0.647 79 Woods/grass comb., Good, HSG D 1.250 84 93 Weighted Average, AMC Adjusted 1.250 84 93 100.00% Pervious Area, AMC Adjusted Tc Length Slope Velocity Capacity Description min) (feet) (ft/ft) (ft/sec) (cfs) 9.8 100 0.0300 0.17 Sheet Flow, Cultivated: Residue>20% n= 0.170 P2= 2.84" 2.7 80 0.0030 0.49 Shallow Concentrated Flow, Cultivated Straight Rows Kv= 9.0 fps 12.5 180 Total Summary for Subcatchment W100: (new Subcat) Runoff = 19.00 cfs @ 12.33 hrs, Volume= 1.527 af, Depth= 1.55" Routed to Pond WET1 : (new Pond) Runoff by SCS TR-20 method, UH=SCS, Split Pervious/Imperv., Time Span= 0.00-300.00 hrs, dt= 0.05 hrs MSE 24-hr 3 1-Year Rainfall=2.47", AMC=3 Area (ac) CN Adj Description 11.109 78 Meadow, non-grazed, HSG D 0.685 98 11.794 79 91 Weighted Average, AMC Adjusted 11.109 78 90 94.19% Pervious Area, AMC Adjusted 0.685 98 99 5.81% Impervious Area, AMC Adjusted Tc Length Slope Velocity Capacity Description min) (feet) (ft/ft) (ft/sec) (cfs) 17.6 100 0.0400 0.09 Sheet Flow, Grass: Bermuda n= 0.410 P2= 2.84" 1.8 150 0.0400 1.40 Shallow Concentrated Flow, Short Grass Pasture Kv= 7.0 fps 3.2 570 0.0400 3.00 Shallow Concentrated Flow, Grassed Waterway Kv= 15.0 fps 22.6 820 Total 305551 MSE 24-hr 3 1-Year Rainfall=2.47", AMC=321602 - EXISTING 22 11-21 Printed 12/13/2022PreparedbyLoucks & Associates Page11HydroCAD® 10.20-2d s/n 02676 © 2021 HydroCAD Software Solutions LLC Summary for Subcatchment W110: (new Subcat) Runoff = 3.09 cfs @ 12.29 hrs, Volume= 0.232 af, Depth= 1.58" Routed to Pond DITCH : (new Pond) Runoff by SCS TR-20 method, UH=SCS, Split Pervious/Imperv., Time Span= 0.00-300.00 hrs, dt= 0.05 hrs MSE 24-hr 3 1-Year Rainfall=2.47", AMC=3 Area (ac) CN Adj Description 1.755 79 Woods/grass comb., Good, HSG D 0.000 98 1.755 79 91 Weighted Average, AMC Adjusted 1.755 79 91 100.00% Pervious Area, AMC Adjusted Tc Length Slope Velocity Capacity Description min) (feet) (ft/ft) (ft/sec) (cfs) 16.1 100 0.0500 0.10 Sheet Flow, Grass: Bermuda n= 0.410 P2= 2.84" 2.2 400 0.0400 3.00 Shallow Concentrated Flow, Grassed Waterway Kv= 15.0 fps 1.6 150 0.0300 1.56 Shallow Concentrated Flow, Cultivated Straight Rows Kv= 9.0 fps 19.9 650 Total Summary for Subcatchment W1D: (new Subcat) Runoff = 9.35 cfs @ 12.22 hrs, Volume= 0.612 af, Depth= 1.93" Routed to Pond DITCH : (new Pond) Runoff by SCS TR-20 method, UH=SCS, Split Pervious/Imperv., Time Span= 0.00-300.00 hrs, dt= 0.05 hrs MSE 24-hr 3 1-Year Rainfall=2.47", AMC=3 Area (ac) CN Adj Description 0.239 79 Woods/grass comb., Good, HSG D 3.557 89 Row crops, straight row, Good, HSG D 3.796 88 95 Weighted Average, AMC Adjusted 3.796 88 95 100.00% Pervious Area, AMC Adjusted Tc Length Slope Velocity Capacity Description min) (feet) (ft/ft) (ft/sec) (cfs) 9.2 100 0.0350 0.18 Sheet Flow, Cultivated: Residue>20% n= 0.170 P2= 2.84" 4.7 400 0.0250 1.42 Shallow Concentrated Flow, Cultivated Straight Rows Kv= 9.0 fps 13.9 500 Total 306552 MSE 24-hr 3 1-Year Rainfall=2.47", AMC=321602 - EXISTING 22 11-21 Printed 12/13/2022PreparedbyLoucks & Associates Page12HydroCAD® 10.20-2d s/n 02676 © 2021 HydroCAD Software Solutions LLC Summary for Subcatchment W2: (new Subcat) Runoff = 0.25 cfs @ 12.16 hrs, Volume= 0.013 af, Depth= 1.84" Routed to Pond WET2 : (new Pond) Runoff by SCS TR-20 method, UH=SCS, Split Pervious/Imperv., Time Span= 0.00-300.00 hrs, dt= 0.05 hrs MSE 24-hr 3 1-Year Rainfall=2.47", AMC=3 Area (ac) CN Adj Description 0.034 80 Pasture/grassland/range, Good, HSG D 0.053 89 Row crops, straight row, Good, HSG D 0.087 85 94 Weighted Average, AMC Adjusted 0.087 85 94 100.00% Pervious Area, AMC Adjusted Tc Length Slope Velocity Capacity Description min) (feet) (ft/ft) (ft/sec) (cfs) 8.7 50 0.0100 0.10 Sheet Flow, Cultivated: Residue>20% n= 0.170 P2= 2.84" Summary for Subcatchment W2M: Runoff = 3.59 cfs @ 12.30 hrs, Volume= 0.296 af, Depth= 1.97" Routed to Pond WET1 : (new Pond) Runoff by SCS TR-20 method, UH=SCS, Split Pervious/Imperv., Time Span= 0.00-300.00 hrs, dt= 0.05 hrs MSE 24-hr 3 1-Year Rainfall=2.47", AMC=3 Area (ac) CN Adj Description 0.905 98 0.900 80 Pasture/grassland/range, Good, HSG D 1.805 89 96 Weighted Average, AMC Adjusted 0.900 80 91 49.86% Pervious Area, AMC Adjusted 0.905 98 99 50.14% Impervious Area, AMC Adjusted Tc Length Slope Velocity Capacity Description min) (feet) (ft/ft) (ft/sec) (cfs) 15.1 100 0.0200 0.11 Sheet Flow, Grass: Dense n= 0.240 P2= 2.84" 6.0 770 0.0200 2.12 Shallow Concentrated Flow, Grassed Waterway Kv= 15.0 fps 21.1 870 Total Summary for Reach 1R: (new Reach) Inflow Area = 68.691 ac, 6.21% Impervious, Inflow Depth = 1.71" for 1-Year event Inflow = 65.05 cfs @ 12.28 hrs, Volume= 9.776 af Outflow = 65.05 cfs @ 12.28 hrs, Volume= 9.776 af, Atten= 0%, Lag= 0.0 min 307553 MSE 24-hr 3 1-Year Rainfall=2.47", AMC=321602 - EXISTING 22 11-21 Printed 12/13/2022PreparedbyLoucks & Associates Page13HydroCAD® 10.20-2d s/n 02676 © 2021 HydroCAD Software Solutions LLC Routing by Dyn-Stor-Ind method, Time Span= 0.00-300.00 hrs, dt= 0.05 hrs / 3 Summary for Reach COULT BLVD: (new Reach) Inflow Area = 1.169 ac, 0.51% Impervious, Inflow Depth = 1.74" for 1-Year event Inflow = 3.01 cfs @ 12.18 hrs, Volume= 0.170 af Outflow = 3.01 cfs @ 12.18 hrs, Volume= 0.170 af, Atten= 0%, Lag= 0.0 min Routed to Reach 1R : (new Reach) Routing by Dyn-Stor-Ind method, Time Span= 0.00-300.00 hrs, dt= 0.05 hrs / 3 Summary for Reach CR: (new Reach) Inflow Area = 67.522 ac, 6.31% Impervious, Inflow Depth = 1.71" for 1-Year event Inflow = 63.21 cfs @ 12.29 hrs, Volume= 9.606 af Outflow = 63.21 cfs @ 12.29 hrs, Volume= 9.606 af, Atten= 0%, Lag= 0.0 min Routed to Reach 1R : (new Reach) Routing by Dyn-Stor-Ind method, Time Span= 0.00-300.00 hrs, dt= 0.05 hrs / 3 Summary for Reach CR-NORTH: (new Reach) Inflow Area = 5.878 ac, 0.00% Impervious, Inflow Depth = 1.51" for 1-Year event Inflow = 10.23 cfs @ 12.28 hrs, Volume= 0.741 af Outflow = 10.23 cfs @ 12.28 hrs, Volume= 0.741 af, Atten= 0%, Lag= 0.0 min Routed to Reach CR : (new Reach) Routing by Dyn-Stor-Ind method, Time Span= 0.00-300.00 hrs, dt= 0.05 hrs / 3 Summary for Reach CR-SOUTH: (new Reach) Inflow Area = 61.644 ac, 6.91% Impervious, Inflow Depth = 1.73" for 1-Year event Inflow = 53.03 cfs @ 12.30 hrs, Volume= 8.865 af Outflow = 53.03 cfs @ 12.30 hrs, Volume= 8.865 af, Atten= 0%, Lag= 0.0 min Routed to Reach CR : (new Reach) Routing by Dyn-Stor-Ind method, Time Span= 0.00-300.00 hrs, dt= 0.05 hrs / 3 Summary for Reach Ditch-W: Inflow Area = 54.737 ac, 7.69% Impervious, Inflow Depth = 1.75" for 1-Year event Inflow = 41.15 cfs @ 12.31 hrs, Volume= 7.993 af Outflow = 41.19 cfs @ 12.32 hrs, Volume= 7.993 af, Atten= 0%, Lag= 0.3 min Routed to Reach CR-SOUTH : (new Reach) Routing by Dyn-Stor-Ind method, Time Span= 0.00-300.00 hrs, dt= 0.05 hrs / 3 Max. Velocity= 8.01 fps, Min. Travel Time= 0.7 min Avg. Velocity = 2.36 fps, Avg. Travel Time= 2.2 min 308554 MSE 24-hr 3 1-Year Rainfall=2.47", AMC=321602 - EXISTING 22 11-21 Printed 12/13/2022PreparedbyLoucks & Associates Page14HydroCAD® 10.20-2d s/n 02676 © 2021 HydroCAD Software Solutions LLC Peak Storage= 1,619 cf @ 12.32 hrs Average Depth at Peak Storage= 0.89' , Surface Width= 8.42' Bank-Full Depth= 7.12' Flow Area= 101.4 sf, Capacity= 2,603.26 cfs Custom cross-section, Length= 315.0' Slope= 0.0371 '/' (106 Elevation Intervals) Constant n= 0.025 Earth, clean & winding Inlet Invert= 939.70', Outlet Invert= 928.00' Offset Elevation Chan.Depth feet) (feet) (feet) 0.00 939.00 0.00 3.50 938.00 1.00 5.00 937.00 2.00 5.85 936.00 3.00 6.70 935.00 4.00 7.60 934.00 5.00 8.55 933.00 6.00 9.80 932.00 7.00 11.70 931.88 7.12 14.00 932.00 7.00 18.20 933.00 6.00 19.15 934.00 5.00 20.00 935.00 4.00 21.00 936.00 3.00 22.00 937.00 2.00 23.30 938.00 1.00 25.20 939.00 0.00 Depth End Area Perim. Width Storage Discharge feet) (sq-ft) (feet) (feet) (cubic-feet) (cfs) 0.00 0.0 0.0 0.0 0 0.00 0.12 0.3 4.2 4.2 79 0.44 1.12 7.2 10.1 9.6 2,261 65.36 2.12 17.8 12.9 11.5 5,600 252.40 3.12 30.2 15.5 13.3 9,514 538.78 4.12 44.4 18.3 15.2 13,995 920.37 5.12 60.5 21.0 17.0 19,058 1,403.54 6.12 78.9 24.4 19.8 24,854 1,974.12 7.12 101.4 30.2 25.2 31,942 2,603.26 309555 MSE 24-hr 3 1-Year Rainfall=2.47", AMC=321602 - EXISTING 22 11-21 Printed 12/13/2022PreparedbyLoucks & Associates Page15HydroCAD® 10.20-2d s/n 02676 © 2021 HydroCAD Software Solutions LLC Summary for Reach DTCH: Bank-Full Depth= 4.00' Flow Area= 115.0 sf, Capacity= 131.36 cfs Custom cross-section, Length= 395.0' Slope= 0.0117 '/' (102 Elevation Intervals) Constant n= 0.240 Sheet flow over Dense Grass Inlet Invert= 953.00', Outlet Invert= 948.39' Offset Elevation Chan.Depth feet) (feet) (feet) 0.00 4.00 0.00 7.00 3.00 1.00 13.00 1.25 2.75 14.00 1.00 3.00 16.10 0.68 3.32 23.10 0.41 3.59 29.00 0.00 4.00 36.00 1.00 3.00 37.70 1.25 2.75 43.70 3.00 1.00 50.70 4.00 0.00 Depth End Area Perim. Width Storage Discharge feet) (sq-ft) (feet) (feet) (cubic-feet) (cfs) 0.00 0.0 0.0 0.0 0 0.00 0.41 1.8 8.8 8.8 710 0.42 0.68 5.4 17.7 17.7 2,120 1.62 1.00 11.7 22.1 22.0 4,626 5.13 1.25 17.5 24.9 24.7 6,932 9.31 3.00 71.3 37.4 36.7 28,153 73.33 4.00 115.0 51.5 50.7 45,415 131.36 Summary for Pond DITCH: (new Pond) Inflow Area = 50.414 ac, 8.35% Impervious, Inflow Depth = 1.75" for 1-Year event Inflow = 36.71 cfs @ 12.51 hrs, Volume= 7.346 af Outflow = 36.71 cfs @ 12.51 hrs, Volume= 7.346 af, Atten= 0%, Lag= 0.3 min Discarded = 0.00 cfs @ 12.51 hrs, Volume= 0.002 af Primary = 36.71 cfs @ 12.51 hrs, Volume= 7.344 af Routed to Pond Ditch-2 : (new Pond) Routing by Dyn-Stor-Ind method, Time Span= 0.00-300.00 hrs, dt= 0.05 hrs / 3 310556 MSE 24-hr 3 1-Year Rainfall=2.47", AMC=321602 - EXISTING 22 11-21 Printed 12/13/2022PreparedbyLoucks & Associates Page16HydroCAD® 10.20-2d s/n 02676 © 2021 HydroCAD Software Solutions LLC Peak Elev= 949.09' @ 12.51 hrs Surf.Area= 3,175 sf Storage= 1,039 cf Plug-Flow detention time= 0.6 min calculated for 7.345 af (100% of inflow) Center-of-Mass det. time= 0.6 min ( 851.8 - 851.2 ) Volume Invert Avail.Storage Storage Description 1 948.39' 106,486 cf Custom Stage Data (Prismatic) Listed below (Recalc) Elevation Surf.Area Inc.Store Cum.Store feet) (sq-ft) (cubic-feet) (cubic-feet) 948.39 85 0 0 948.50 700 43 43 949.00 2,290 748 791 950.00 12,040 7,165 7,956 951.00 24,550 18,295 26,251 952.00 39,960 32,255 58,506 953.00 56,000 47,980 106,486 Device Routing Invert Outlet Devices 1 Discarded 948.39'0.060 in/hr Exfiltration over Surface area 2 Primary 948.39'Asymmetrical Weir, C= 3.27 Offset (feet) 0.00 24.00 55.00 60.00 68.00 71.00 110.00 140.00 Height (feet) 1.61 0.61 0.50 0.00 0.00 0.50 0.61 1.61 Discarded OutFlow Max=0.00 cfs @ 12.51 hrs HW=949.09' (Free Discharge) 1=Exfiltration (Exfiltration Controls 0.00 cfs) Primary OutFlow Max=36.68 cfs @ 12.51 hrs HW=949.09' TW=944.08' (Dynamic Tailwater) 2=Asymmetrical Weir (Weir Controls 36.68 cfs @ 1.43 fps) Summary for Pond Ditch-2: (new Pond) Inflow Area = 53.674 ac, 7.84% Impervious, Inflow Depth = 1.76" for 1-Year event Inflow = 39.66 cfs @ 12.41 hrs, Volume= 7.854 af Outflow = 39.66 cfs @ 12.41 hrs, Volume= 7.854 af, Atten= 0%, Lag= 0.2 min Discarded = 0.00 cfs @ 12.41 hrs, Volume= 0.000 af Primary = 39.65 cfs @ 12.41 hrs, Volume= 7.853 af Routed to Reach Ditch-W : Routing by Dyn-Stor-Ind method, Time Span= 0.00-300.00 hrs, dt= 0.05 hrs / 3 Peak Elev= 944.09' @ 12.41 hrs Surf.Area= 696 sf Storage= 466 cf Plug-Flow detention time= 0.2 min calculated for 7.852 af (100% of inflow) Center-of-Mass det. time= 0.2 min ( 847.7 - 847.5 ) Volume Invert Avail.Storage Storage Description 1 942.69' 139,764 cf Custom Stage Data (Prismatic) Listed below (Recalc) 311557 MSE 24-hr 3 1-Year Rainfall=2.47", AMC=321602 - EXISTING 22 11-21 Printed 12/13/2022PreparedbyLoucks & Associates Page17HydroCAD® 10.20-2d s/n 02676 © 2021 HydroCAD Software Solutions LLC Elevation Surf.Area Inc.Store Cum.Store feet) (sq-ft) (cubic-feet) (cubic-feet) 942.69 25 0 0 943.00 50 12 12 943.34 300 60 71 943.60 525 107 178 944.00 630 231 409 945.00 1,400 1,015 1,424 946.00 1,700 1,550 2,974 947.00 2,000 1,850 4,824 948.00 4,040 3,020 7,844 949.00 12,400 8,220 16,064 950.00 25,000 18,700 34,764 952.00 80,000 105,000 139,764 Device Routing Invert Outlet Devices 1 Discarded 942.69'0.060 in/hr Exfiltration over Surface area 2 Primary 942.69'Asymmetrical Weir, C= 3.27 Offset (feet) 0.00 15.00 29.00 30.00 31.30 32.50 33.50 34.00 38.00 49.00 51.50 54.00 56.50 73.00 100.00 Height (feet) 6.31 5.31 4.31 3.31 2.31 1.31 0.31 0.00 0.31 1.31 2.31 3.31 4.31 5.31 6.31 Discarded OutFlow Max=0.00 cfs @ 12.41 hrs HW=944.09' (Free Discharge) 1=Exfiltration (Exfiltration Controls 0.00 cfs) Primary OutFlow Max=39.64 cfs @ 12.41 hrs HW=944.09' TW=940.59' (Dynamic Tailwater) 2=Asymmetrical Weir (Weir Controls 39.64 cfs @ 2.05 fps) Summary for Pond North: (new Pond) Inflow Area = 23.368 ac, 0.46% Impervious, Inflow Depth = 1.84" for 1-Year event Inflow = 40.19 cfs @ 12.37 hrs, Volume= 3.589 af Outflow = 18.05 cfs @ 12.74 hrs, Volume= 3.589 af, Atten= 55%, Lag= 21.8 min Discarded = 0.08 cfs @ 12.74 hrs, Volume= 0.047 af Primary = 17.97 cfs @ 12.74 hrs, Volume= 3.542 af Routed to Pond WET1 : (new Pond) Routing by Dyn-Stor-Ind method, Time Span= 0.00-300.00 hrs, dt= 0.05 hrs / 3 Peak Elev= 957.04' @ 12.74 hrs Surf.Area= 54,462 sf Storage= 53,033 cf Plug-Flow detention time= 55.7 min calculated for 3.588 af (100% of inflow) Center-of-Mass det. time= 55.8 min ( 856.2 - 800.4 ) Volume Invert Avail.Storage Storage Description 1 955.00' 341,830 cf Custom Stage Data (Prismatic) Listed below (Recalc) 312558 MSE 24-hr 3 1-Year Rainfall=2.47", AMC=321602 - EXISTING 22 11-21 Printed 12/13/2022PreparedbyLoucks & Associates Page18HydroCAD® 10.20-2d s/n 02676 © 2021 HydroCAD Software Solutions LLC Elevation Surf.Area Inc.Store Cum.Store feet) (sq-ft) (cubic-feet) (cubic-feet) 955.00 8,000 0 0 956.00 20,320 14,160 14,160 958.00 86,000 106,320 120,480 960.00 135,350 221,350 341,830 Device Routing Invert Outlet Devices 1 Primary 955.00'33.0" Round Culvert L= 82.0' Ke= 0.500 Inlet / Outlet Invert= 955.00' / 954.59' S= 0.0050 '/' Cc= 0.900 n= 0.013, Flow Area= 5.94 sf 2 Discarded 955.00'0.060 in/hr Exfiltration over Surface area Discarded OutFlow Max=0.08 cfs @ 12.74 hrs HW=957.04' (Free Discharge) 2=Exfiltration (Exfiltration Controls 0.08 cfs) Primary OutFlow Max=17.96 cfs @ 12.74 hrs HW=957.04' TW=954.30' (Dynamic Tailwater) 1=Culvert (Barrel Controls 17.96 cfs @ 5.29 fps) Summary for Pond P5: (new Pond) Inflow Area = 6.646 ac, 37.80% Impervious, Inflow Depth = 1.88" for 1-Year event Inflow = 10.23 cfs @ 12.38 hrs, Volume= 1.041 af Outflow = 3.98 cfs @ 12.87 hrs, Volume= 1.039 af, Atten= 61%, Lag= 29.3 min Primary = 3.98 cfs @ 12.87 hrs, Volume= 1.039 af Routed to Pond WET1 : (new Pond) Routing by Dyn-Stor-Ind method, Time Span= 0.00-300.00 hrs, dt= 0.05 hrs / 3 Starting Elev= 959.00' Surf.Area= 13,050 sf Storage= 30,018 cf Peak Elev= 960.08' @ 12.87 hrs Surf.Area= 23,023 sf Storage= 49,791 cf (19,773 cf above start) Plug-Flow detention time= 636.3 min calculated for 0.350 af (34% of inflow) Center-of-Mass det. time= 180.5 min ( 972.5 - 792.0 ) Volume Invert Avail.Storage Storage Description 1 952.00' 187,617 cf Custom Stage Data (Prismatic) Listed below (Recalc) Elevation Surf.Area Inc.Store Cum.Store feet) (sq-ft) (cubic-feet) (cubic-feet) 952.00 88 0 0 954.00 1,300 1,388 1,388 956.00 3,675 4,975 6,363 958.00 8,970 12,645 19,008 959.00 13,050 11,010 30,018 960.00 22,650 17,850 47,868 960.70 25,750 16,940 64,808 962.00 34,180 38,954 103,762 964.00 49,675 83,855 187,617 Device Routing Invert Outlet Devices 1 Primary 959.00'18.0" Round Culvert L= 192.0' Ke= 0.500 313559 MSE 24-hr 3 1-Year Rainfall=2.47", AMC=321602 - EXISTING 22 11-21 Printed 12/13/2022PreparedbyLoucks & Associates Page19HydroCAD® 10.20-2d s/n 02676 © 2021 HydroCAD Software Solutions LLC Inlet / Outlet Invert= 959.00' / 958.04' S= 0.0050 '/' Cc= 0.900 n= 0.013, Flow Area= 1.77 sf Primary OutFlow Max=3.98 cfs @ 12.87 hrs HW=960.08' TW=954.26' (Dynamic Tailwater) 1=Culvert (Barrel Controls 3.98 cfs @ 4.07 fps) Summary for Pond WET1: (new Pond) Inflow Area = 44.863 ac, 9.38% Impervious, Inflow Depth = 1.76" for 1-Year event Inflow = 38.52 cfs @ 12.37 hrs, Volume= 6.587 af Outflow = 32.74 cfs @ 12.62 hrs, Volume= 6.587 af, Atten= 15%, Lag= 14.8 min Discarded = 0.05 cfs @ 12.62 hrs, Volume= 0.084 af Primary = 32.69 cfs @ 12.62 hrs, Volume= 6.503 af Routed to Pond DITCH : (new Pond) Routing by Dyn-Stor-Ind method, Time Span= 0.00-300.00 hrs, dt= 0.05 hrs / 3 Peak Elev= 954.32' @ 12.62 hrs Surf.Area= 34,671 sf Storage= 24,914 cf Plug-Flow detention time= 32.0 min calculated for 6.586 af (100% of inflow) Center-of-Mass det. time= 32.0 min ( 887.6 - 855.6 ) Volume Invert Avail.Storage Storage Description 1 952.75' 199,923 cf Custom Stage Data (Prismatic) Listed below (Recalc) Elevation Surf.Area Inc.Store Cum.Store feet) (sq-ft) (cubic-feet) (cubic-feet) 952.75 20 0 0 953.00 3,000 378 378 954.00 26,515 14,758 15,135 955.00 52,030 39,273 54,408 956.00 71,500 61,765 116,173 957.00 96,000 83,750 199,923 Device Routing Invert Outlet Devices 1 Discarded 952.75'0.060 in/hr Exfiltration over Surface area 2 Primary 953.18'10.0' long x 10.0' breadth Broad-Crested Rectangular Weir Head (feet) 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60 Coef. (English) 2.49 2.56 2.70 2.69 2.68 2.69 2.67 2.64 Discarded OutFlow Max=0.05 cfs @ 12.62 hrs HW=954.32' (Free Discharge) 1=Exfiltration (Exfiltration Controls 0.05 cfs) Primary OutFlow Max=32.65 cfs @ 12.62 hrs HW=954.32' TW=949.09' (Dynamic Tailwater) 2=Broad-Crested Rectangular Weir (Weir Controls 32.65 cfs @ 2.87 fps) 314560 MSE 24-hr 3 1-Year Rainfall=2.47", AMC=321602 - EXISTING 22 11-21 Printed 12/13/2022PreparedbyLoucks & Associates Page20HydroCAD® 10.20-2d s/n 02676 © 2021 HydroCAD Software Solutions LLC Summary for Pond WET2: (new Pond) Inflow Area = 0.087 ac, 0.00% Impervious, Inflow Depth = 1.84" for 1-Year event Inflow = 0.25 cfs @ 12.16 hrs, Volume= 0.013 af Outflow = 0.24 cfs @ 12.17 hrs, Volume= 0.013 af, Atten= 3%, Lag= 0.9 min Discarded = 0.00 cfs @ 12.17 hrs, Volume= 0.002 af Primary = 0.24 cfs @ 12.17 hrs, Volume= 0.012 af Routed to Reach COULT BLVD : (new Reach) Routing by Dyn-Stor-Ind method, Time Span= 0.00-300.00 hrs, dt= 0.05 hrs / 3 Peak Elev= 954.13' @ 12.17 hrs Surf.Area= 223 sf Storage= 81 cf Plug-Flow detention time= 508.2 min calculated for 0.013 af (100% of inflow) Center-of-Mass det. time= 510.2 min ( 1,294.0 - 783.8 ) Volume Invert Avail.Storage Storage Description 1 953.00' 577 cf Custom Stage Data (Prismatic) Listed below (Recalc) Elevation Surf.Area Inc.Store Cum.Store feet) (sq-ft) (cubic-feet) (cubic-feet) 953.00 5 0 0 953.50 40 11 11 954.00 145 46 58 954.25 300 56 113 954.50 450 94 207 955.00 1,030 370 577 Device Routing Invert Outlet Devices 1 Discarded 953.00'0.060 in/hr Exfiltration over Surface area 2 Primary 954.05'5.0' long x 5.0' breadth Broad-Crested Rectangular Weir Head (feet) 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60 1.80 2.00 2.50 3.00 3.50 4.00 4.50 5.00 5.50 Coef. (English) 2.34 2.50 2.70 2.68 2.68 2.66 2.65 2.65 2.65 2.65 2.67 2.66 2.68 2.70 2.74 2.79 2.88 Discarded OutFlow Max=0.00 cfs @ 12.17 hrs HW=954.12' (Free Discharge) 1=Exfiltration (Exfiltration Controls 0.00 cfs) Primary OutFlow Max=0.23 cfs @ 12.17 hrs HW=954.12' TW=0.00' (Dynamic Tailwater) 2=Broad-Crested Rectangular Weir (Weir Controls 0.23 cfs @ 0.64 fps) 315561 MSE 24-hr 3 2-Year Rainfall=2.87", AMC=321602 - EXISTING 22 11-21 Printed 12/13/2022PreparedbyLoucks & Associates Page21HydroCAD® 10.20-2d s/n 02676 © 2021 HydroCAD Software Solutions LLC Summary for Subcatchment 2-D: Runoff = 8.32 cfs @ 12.20 hrs, Volume= 0.525 af, Depth= 2.32" Routed to Pond Ditch-2 : (new Pond) Runoff by SCS TR-20 method, UH=SCS, Split Pervious/Imperv., Time Span= 0.00-300.00 hrs, dt= 0.05 hrs MSE 24-hr 3 2-Year Rainfall=2.87", AMC=3 Area (ac) CN Adj Description 2.363 89 Row crops, straight row, Good, HSG D 0.100 79 Woods/grass comb., Good, HSG D 0.250 78 Meadow, non-grazed, HSG D 0.000 98 2.713 88 95 Weighted Average, AMC Adjusted 2.713 88 95 100.00% Pervious Area, AMC Adjusted Tc Length Slope Velocity Capacity Description min) (feet) (ft/ft) (ft/sec) (cfs) 8.0 100 0.0500 0.21 Sheet Flow, Cultivated: Residue>20% n= 0.170 P2= 2.84" 4.5 420 0.0300 1.56 Shallow Concentrated Flow, Cultivated Straight Rows Kv= 9.0 fps 12.5 520 Total Summary for Subcatchment 500: (new Subcat) Runoff = 9.52 cfs @ 12.35 hrs, Volume= 0.869 af, Depth= 2.39" Routed to Pond P5 : (new Pond) Runoff by SCS TR-20 method, UH=SCS, Split Pervious/Imperv., Time Span= 0.00-300.00 hrs, dt= 0.05 hrs MSE 24-hr 3 2-Year Rainfall=2.87", AMC=3 Area (ac) CN Adj Description 2.123 98 0.758 80 >75% Grass cover, Good, HSG D 0.300 98 Water Surface, 0% imp, HSG D 1.189 78 Meadow, non-grazed, HSG D 4.370 89 96 Weighted Average, AMC Adjusted 2.247 81 92 51.42% Pervious Area, AMC Adjusted 2.123 98 99 48.58% Impervious Area, AMC Adjusted 316562 MSE 24-hr 3 2-Year Rainfall=2.87", AMC=321602 - EXISTING 22 11-21 Printed 12/13/2022PreparedbyLoucks & Associates Page22HydroCAD® 10.20-2d s/n 02676 © 2021 HydroCAD Software Solutions LLC Tc Length Slope Velocity Capacity Description min) (feet) (ft/ft) (ft/sec) (cfs) 1.7 15 0.3000 0.14 Sheet Flow, Grass: Bermuda n= 0.410 P2= 2.84" 22.9 85 0.0150 0.06 Sheet Flow, Grass: Bermuda n= 0.410 P2= 2.84" 0.4 70 0.0300 2.60 Shallow Concentrated Flow, Grassed Waterway Kv= 15.0 fps 0.3 98 0.0120 4.97 3.90 Pipe Channel, 12.0" Round Area= 0.8 sf Perim= 3.1' r= 0.25' n= 0.013 25.3 268 Total Summary for Subcatchment 501: (new Subcat) Runoff = 3.38 cfs @ 12.54 hrs, Volume= 0.383 af, Depth= 2.02" Routed to Pond P5 : (new Pond) Runoff by SCS TR-20 method, UH=SCS, Split Pervious/Imperv., Time Span= 0.00-300.00 hrs, dt= 0.05 hrs MSE 24-hr 3 2-Year Rainfall=2.87", AMC=3 Area (ac) CN Adj Description 0.389 98 1.787 78 Meadow, non-grazed, HSG D 0.100 80 >75% Grass cover, Good, HSG D 2.276 82 92 Weighted Average, AMC Adjusted 1.887 78 90 82.91% Pervious Area, AMC Adjusted 0.389 98 99 17.09% Impervious Area, AMC Adjusted Tc Length Slope Velocity Capacity Description min) (feet) (ft/ft) (ft/sec) (cfs) 30.7 100 0.0100 0.05 Sheet Flow, Grass: Bermuda n= 0.410 P2= 2.84" 9.1 815 0.0100 1.50 Shallow Concentrated Flow, Grassed Waterway Kv= 15.0 fps 39.8 915 Total Summary for Subcatchment COULTER: (new Subcat) Runoff = 3.33 cfs @ 12.18 hrs, Volume= 0.192 af, Depth= 2.13" Routed to Reach COULT BLVD : (new Reach) Runoff by SCS TR-20 method, UH=SCS, Split Pervious/Imperv., Time Span= 0.00-300.00 hrs, dt= 0.05 hrs MSE 24-hr 3 2-Year Rainfall=2.87", AMC=3 317563 MSE 24-hr 3 2-Year Rainfall=2.87", AMC=321602 - EXISTING 22 11-21 Printed 12/13/2022PreparedbyLoucks & Associates Page23HydroCAD® 10.20-2d s/n 02676 © 2021 HydroCAD Software Solutions LLC Area (ac) CN Adj Description 0.006 98 0.968 85 Legumes, straight row, Good, HSG D 0.108 79 Woods/grass comb., Good, HSG D 1.082 84 93 Weighted Average, AMC Adjusted 1.076 84 93 99.45% Pervious Area, AMC Adjusted 0.006 98 99 0.55% Impervious Area, AMC Adjusted Tc Length Slope Velocity Capacity Description min) (feet) (ft/ft) (ft/sec) (cfs) 8.0 100 0.0500 0.21 Sheet Flow, Cultivated: Residue>20% n= 0.170 P2= 2.84" 0.8 100 0.0500 2.01 Shallow Concentrated Flow, Cultivated Straight Rows Kv= 9.0 fps 1.5 150 0.0350 1.68 Shallow Concentrated Flow, Cultivated Straight Rows Kv= 9.0 fps 10.3 350 Total Summary for Subcatchment CR-N: (new Subcat) Runoff = 11.21 cfs @ 12.28 hrs, Volume= 0.813 af, Depth= 1.87" Routed to Reach CR-NORTH : (new Reach) Runoff by SCS TR-20 method, UH=SCS, Split Pervious/Imperv., Time Span= 0.00-300.00 hrs, dt= 0.05 hrs MSE 24-hr 3 2-Year Rainfall=2.87", AMC=3 Area (ac) CN Adj Description 0.000 89 Row crops, straight row, Good, HSG D 0.870 79 Woods/grass comb., Good, HSG D 4.364 78 Meadow, non-grazed, HSG D 0.000 98 5.234 78 90 Weighted Average, AMC Adjusted 5.234 78 90 100.00% Pervious Area, AMC Adjusted Tc Length Slope Velocity Capacity Description min) (feet) (ft/ft) (ft/sec) (cfs) 14.1 100 0.0700 0.12 Sheet Flow, Grass: Bermuda n= 0.410 P2= 2.84" 1.9 200 0.0600 1.71 Shallow Concentrated Flow, Short Grass Pasture Kv= 7.0 fps 2.5 200 0.0350 1.31 Shallow Concentrated Flow, Short Grass Pasture Kv= 7.0 fps 18.5 500 Total 318564 MSE 24-hr 3 2-Year Rainfall=2.87", AMC=321602 - EXISTING 22 11-21 Printed 12/13/2022PreparedbyLoucks & Associates Page24HydroCAD® 10.20-2d s/n 02676 © 2021 HydroCAD Software Solutions LLC Summary for Subcatchment CR-S: (new Subcat) Runoff = 13.97 cfs @ 12.28 hrs, Volume= 1.015 af, Depth= 1.87" Routed to Reach CR-SOUTH : (new Reach) Runoff by SCS TR-20 method, UH=SCS, Split Pervious/Imperv., Time Span= 0.00-300.00 hrs, dt= 0.05 hrs MSE 24-hr 3 2-Year Rainfall=2.87", AMC=3 Area (ac) CN Adj Description 0.000 89 Row crops, straight row, Good, HSG D 0.800 79 Woods/grass comb., Good, HSG D 5.658 78 Meadow, non-grazed, HSG D 0.050 98 6.508 78 90 Weighted Average, AMC Adjusted 6.458 78 90 99.23% Pervious Area, AMC Adjusted 0.050 98 99 0.77% Impervious Area, AMC Adjusted Tc Length Slope Velocity Capacity Description min) (feet) (ft/ft) (ft/sec) (cfs) 14.1 100 0.0700 0.12 Sheet Flow, Grass: Bermuda n= 0.410 P2= 2.84" 1.9 200 0.0600 1.71 Shallow Concentrated Flow, Short Grass Pasture Kv= 7.0 fps 2.5 200 0.0350 1.31 Shallow Concentrated Flow, Short Grass Pasture Kv= 7.0 fps 18.5 500 Total Summary for Subcatchment L-D: Runoff = 2.85 cfs @ 12.20 hrs, Volume= 0.173 af, Depth= 1.95" Routed to Reach Ditch-W : Runoff by SCS TR-20 method, UH=SCS, Split Pervious/Imperv., Time Span= 0.00-300.00 hrs, dt= 0.05 hrs MSE 24-hr 3 2-Year Rainfall=2.87", AMC=3 Area (ac) CN Adj Description 0.193 89 Row crops, straight row, Good, HSG D 0.400 79 Woods/grass comb., Good, HSG D 0.470 78 Meadow, non-grazed, HSG D 0.000 98 1.063 80 91 Weighted Average, AMC Adjusted 1.063 80 91 100.00% Pervious Area, AMC Adjusted Tc Length Slope Velocity Capacity Description min) (feet) (ft/ft) (ft/sec) (cfs) 8.0 100 0.0500 0.21 Sheet Flow, Cultivated: Residue>20% n= 0.170 P2= 2.84" 4.5 420 0.0300 1.56 Shallow Concentrated Flow, Cultivated Straight Rows Kv= 9.0 fps 12.5 520 Total 319565 MSE 24-hr 3 2-Year Rainfall=2.87", AMC=321602 - EXISTING 22 11-21 Printed 12/13/2022PreparedbyLoucks & Associates Page25HydroCAD® 10.20-2d s/n 02676 © 2021 HydroCAD Software Solutions LLC Summary for Subcatchment N100: (new Subcat) Runoff = 48.18 cfs @ 12.37 hrs, Volume= 4.337 af, Depth= 2.23" Routed to Pond North : (new Pond) Runoff by SCS TR-20 method, UH=SCS, Split Pervious/Imperv., Time Span= 0.00-300.00 hrs, dt= 0.05 hrs MSE 24-hr 3 2-Year Rainfall=2.87", AMC=3 Area (ac) CN Adj Description 0.107 98 14.500 89 Row crops, straight row, Good, HSG D 4.600 80 >75% Grass cover, Good, HSG D 4.161 79 Woods/grass comb., Good, HSG D 23.368 85 94 Weighted Average, AMC Adjusted 23.261 85 94 99.54% Pervious Area, AMC Adjusted 0.107 98 99 0.46% Impervious Area, AMC Adjusted Tc Length Slope Velocity Capacity Description min) (feet) (ft/ft) (ft/sec) (cfs) 15.2 100 0.0100 0.11 Sheet Flow, Cultivated: Residue>20% n= 0.170 P2= 2.84" 11.6 1,200 0.0370 1.73 Shallow Concentrated Flow, Cultivated Straight Rows Kv= 9.0 fps 26.8 1,300 Total Summary for Subcatchment O-CRK: (new Subcat) Runoff = 0.83 cfs @ 12.31 hrs, Volume= 0.065 af, Depth= 1.95" Routed to Reach CR-SOUTH : (new Reach) Runoff by SCS TR-20 method, UH=SCS, Split Pervious/Imperv., Time Span= 0.00-300.00 hrs, dt= 0.05 hrs MSE 24-hr 3 2-Year Rainfall=2.87", AMC=3 Area (ac) CN Adj Description 0.399 79 Woods/grass comb., Good, HSG D 0.399 79 91 Weighted Average, AMC Adjusted 0.399 79 91 100.00% Pervious Area, AMC Adjusted Tc Length Slope Velocity Capacity Description min) (feet) (ft/ft) (ft/sec) (cfs) 14.7 100 0.0600 0.11 Sheet Flow, Woods: Light underbrush n= 0.400 P2= 2.84" 1.4 100 0.0600 1.22 Shallow Concentrated Flow, Woodland Kv= 5.0 fps 2.9 300 0.0620 1.74 Shallow Concentrated Flow, Short Grass Pasture Kv= 7.0 fps 2.5 200 0.0350 1.31 Shallow Concentrated Flow, Short Grass Pasture Kv= 7.0 fps 21.5 700 Total 320566 MSE 24-hr 3 2-Year Rainfall=2.87", AMC=321602 - EXISTING 22 11-21 Printed 12/13/2022PreparedbyLoucks & Associates Page26HydroCAD® 10.20-2d s/n 02676 © 2021 HydroCAD Software Solutions LLC Summary for Subcatchment O-DTCH: Runoff = 1.20 cfs @ 12.28 hrs, Volume= 0.089 af, Depth= 1.95" Routed to Pond Ditch-2 : (new Pond) Runoff by SCS TR-20 method, UH=SCS, Split Pervious/Imperv., Time Span= 0.00-300.00 hrs, dt= 0.05 hrs MSE 24-hr 3 2-Year Rainfall=2.87", AMC=3 Area (ac) CN Adj Description 0.547 79 Woods/grass comb., Good, HSG D 0.547 79 91 Weighted Average, AMC Adjusted 0.547 79 91 100.00% Pervious Area, AMC Adjusted Tc Length Slope Velocity Capacity Description min) (feet) (ft/ft) (ft/sec) (cfs) 13.8 100 0.0700 0.12 Sheet Flow, Woods: Light underbrush n= 0.400 P2= 2.84" 0.8 100 0.0500 2.01 Shallow Concentrated Flow, Cultivated Straight Rows Kv= 9.0 fps 4.5 420 0.0300 1.56 Shallow Concentrated Flow, Cultivated Straight Rows Kv= 9.0 fps 19.1 620 Total Summary for Subcatchment S-C: (new Subcat) Runoff = 1.41 cfs @ 12.29 hrs, Volume= 0.105 af, Depth= 1.95" Routed to Reach CR-NORTH : (new Reach) Runoff by SCS TR-20 method, UH=SCS, Split Pervious/Imperv., Time Span= 0.00-300.00 hrs, dt= 0.05 hrs MSE 24-hr 3 2-Year Rainfall=2.87", AMC=3 Area (ac) CN Adj Description 0.644 80 Pasture/grassland/range, Good, HSG D 0.644 80 91 Weighted Average, AMC Adjusted 0.644 80 91 100.00% Pervious Area, AMC Adjusted Tc Length Slope Velocity Capacity Description min) (feet) (ft/ft) (ft/sec) (cfs) 15.0 100 0.0600 0.11 Sheet Flow, Grass: Bermuda n= 0.410 P2= 2.84" 1.9 200 0.0600 1.71 Shallow Concentrated Flow, Short Grass Pasture Kv= 7.0 fps 2.5 200 0.0350 1.31 Shallow Concentrated Flow, Short Grass Pasture Kv= 7.0 fps 19.4 500 Total 321567 MSE 24-hr 3 2-Year Rainfall=2.87", AMC=321602 - EXISTING 22 11-21 Printed 12/13/2022PreparedbyLoucks & Associates Page27HydroCAD® 10.20-2d s/n 02676 © 2021 HydroCAD Software Solutions LLC Summary for Subcatchment W1: (new Subcat) Runoff = 3.60 cfs @ 12.20 hrs, Volume= 0.222 af, Depth= 2.13" Routed to Pond WET1 : (new Pond) Runoff by SCS TR-20 method, UH=SCS, Split Pervious/Imperv., Time Span= 0.00-300.00 hrs, dt= 0.05 hrs MSE 24-hr 3 2-Year Rainfall=2.87", AMC=3 Area (ac) CN Adj Description 0.603 89 Row crops, straight row, Good, HSG D 0.647 79 Woods/grass comb., Good, HSG D 1.250 84 93 Weighted Average, AMC Adjusted 1.250 84 93 100.00% Pervious Area, AMC Adjusted Tc Length Slope Velocity Capacity Description min) (feet) (ft/ft) (ft/sec) (cfs) 9.8 100 0.0300 0.17 Sheet Flow, Cultivated: Residue>20% n= 0.170 P2= 2.84" 2.7 80 0.0030 0.49 Shallow Concentrated Flow, Cultivated Straight Rows Kv= 9.0 fps 12.5 180 Total Summary for Subcatchment W100: (new Subcat) Runoff = 23.43 cfs @ 12.32 hrs, Volume= 1.884 af, Depth= 1.92" Routed to Pond WET1 : (new Pond) Runoff by SCS TR-20 method, UH=SCS, Split Pervious/Imperv., Time Span= 0.00-300.00 hrs, dt= 0.05 hrs MSE 24-hr 3 2-Year Rainfall=2.87", AMC=3 Area (ac) CN Adj Description 11.109 78 Meadow, non-grazed, HSG D 0.685 98 11.794 79 91 Weighted Average, AMC Adjusted 11.109 78 90 94.19% Pervious Area, AMC Adjusted 0.685 98 99 5.81% Impervious Area, AMC Adjusted Tc Length Slope Velocity Capacity Description min) (feet) (ft/ft) (ft/sec) (cfs) 17.6 100 0.0400 0.09 Sheet Flow, Grass: Bermuda n= 0.410 P2= 2.84" 1.8 150 0.0400 1.40 Shallow Concentrated Flow, Short Grass Pasture Kv= 7.0 fps 3.2 570 0.0400 3.00 Shallow Concentrated Flow, Grassed Waterway Kv= 15.0 fps 22.6 820 Total 322568 MSE 24-hr 3 2-Year Rainfall=2.87", AMC=321602 - EXISTING 22 11-21 Printed 12/13/2022PreparedbyLoucks & Associates Page28HydroCAD® 10.20-2d s/n 02676 © 2021 HydroCAD Software Solutions LLC Summary for Subcatchment W110: (new Subcat) Runoff = 3.78 cfs @ 12.29 hrs, Volume= 0.285 af, Depth= 1.95" Routed to Pond DITCH : (new Pond) Runoff by SCS TR-20 method, UH=SCS, Split Pervious/Imperv., Time Span= 0.00-300.00 hrs, dt= 0.05 hrs MSE 24-hr 3 2-Year Rainfall=2.87", AMC=3 Area (ac) CN Adj Description 1.755 79 Woods/grass comb., Good, HSG D 0.000 98 1.755 79 91 Weighted Average, AMC Adjusted 1.755 79 91 100.00% Pervious Area, AMC Adjusted Tc Length Slope Velocity Capacity Description min) (feet) (ft/ft) (ft/sec) (cfs) 16.1 100 0.0500 0.10 Sheet Flow, Grass: Bermuda n= 0.410 P2= 2.84" 2.2 400 0.0400 3.00 Shallow Concentrated Flow, Grassed Waterway Kv= 15.0 fps 1.6 150 0.0300 1.56 Shallow Concentrated Flow, Cultivated Straight Rows Kv= 9.0 fps 19.9 650 Total Summary for Subcatchment W1D: (new Subcat) Runoff = 11.11 cfs @ 12.22 hrs, Volume= 0.735 af, Depth= 2.32" Routed to Pond DITCH : (new Pond) Runoff by SCS TR-20 method, UH=SCS, Split Pervious/Imperv., Time Span= 0.00-300.00 hrs, dt= 0.05 hrs MSE 24-hr 3 2-Year Rainfall=2.87", AMC=3 Area (ac) CN Adj Description 0.239 79 Woods/grass comb., Good, HSG D 3.557 89 Row crops, straight row, Good, HSG D 3.796 88 95 Weighted Average, AMC Adjusted 3.796 88 95 100.00% Pervious Area, AMC Adjusted Tc Length Slope Velocity Capacity Description min) (feet) (ft/ft) (ft/sec) (cfs) 9.2 100 0.0350 0.18 Sheet Flow, Cultivated: Residue>20% n= 0.170 P2= 2.84" 4.7 400 0.0250 1.42 Shallow Concentrated Flow, Cultivated Straight Rows Kv= 9.0 fps 13.9 500 Total 323569 MSE 24-hr 3 2-Year Rainfall=2.87", AMC=321602 - EXISTING 22 11-21 Printed 12/13/2022PreparedbyLoucks & Associates Page29HydroCAD® 10.20-2d s/n 02676 © 2021 HydroCAD Software Solutions LLC Summary for Subcatchment W2: (new Subcat) Runoff = 0.30 cfs @ 12.16 hrs, Volume= 0.016 af, Depth= 2.22" Routed to Pond WET2 : (new Pond) Runoff by SCS TR-20 method, UH=SCS, Split Pervious/Imperv., Time Span= 0.00-300.00 hrs, dt= 0.05 hrs MSE 24-hr 3 2-Year Rainfall=2.87", AMC=3 Area (ac) CN Adj Description 0.034 80 Pasture/grassland/range, Good, HSG D 0.053 89 Row crops, straight row, Good, HSG D 0.087 85 94 Weighted Average, AMC Adjusted 0.087 85 94 100.00% Pervious Area, AMC Adjusted Tc Length Slope Velocity Capacity Description min) (feet) (ft/ft) (ft/sec) (cfs) 8.7 50 0.0100 0.10 Sheet Flow, Cultivated: Residue>20% n= 0.170 P2= 2.84" Summary for Subcatchment W2M: Runoff = 4.27 cfs @ 12.30 hrs, Volume= 0.354 af, Depth= 2.35" Routed to Pond WET1 : (new Pond) Runoff by SCS TR-20 method, UH=SCS, Split Pervious/Imperv., Time Span= 0.00-300.00 hrs, dt= 0.05 hrs MSE 24-hr 3 2-Year Rainfall=2.87", AMC=3 Area (ac) CN Adj Description 0.905 98 0.900 80 Pasture/grassland/range, Good, HSG D 1.805 89 96 Weighted Average, AMC Adjusted 0.900 80 91 49.86% Pervious Area, AMC Adjusted 0.905 98 99 50.14% Impervious Area, AMC Adjusted Tc Length Slope Velocity Capacity Description min) (feet) (ft/ft) (ft/sec) (cfs) 15.1 100 0.0200 0.11 Sheet Flow, Grass: Dense n= 0.240 P2= 2.84" 6.0 770 0.0200 2.12 Shallow Concentrated Flow, Grassed Waterway Kv= 15.0 fps 21.1 870 Total Summary for Reach 1R: (new Reach) Inflow Area = 68.691 ac, 6.21% Impervious, Inflow Depth = 2.08" for 2-Year event Inflow = 79.12 cfs @ 12.28 hrs, Volume= 11.918 af Outflow = 79.12 cfs @ 12.28 hrs, Volume= 11.918 af, Atten= 0%, Lag= 0.0 min 324570 MSE 24-hr 3 2-Year Rainfall=2.87", AMC=321602 - EXISTING 22 11-21 Printed 12/13/2022PreparedbyLoucks & Associates Page30HydroCAD® 10.20-2d s/n 02676 © 2021 HydroCAD Software Solutions LLC Routing by Dyn-Stor-Ind method, Time Span= 0.00-300.00 hrs, dt= 0.05 hrs / 3 Summary for Reach COULT BLVD: (new Reach) Inflow Area = 1.169 ac, 0.51% Impervious, Inflow Depth = 2.12" for 2-Year event Inflow = 3.62 cfs @ 12.18 hrs, Volume= 0.207 af Outflow = 3.62 cfs @ 12.18 hrs, Volume= 0.207 af, Atten= 0%, Lag= 0.0 min Routed to Reach 1R : (new Reach) Routing by Dyn-Stor-Ind method, Time Span= 0.00-300.00 hrs, dt= 0.05 hrs / 3 Summary for Reach CR: (new Reach) Inflow Area = 67.522 ac, 6.31% Impervious, Inflow Depth = 2.08" for 2-Year event Inflow = 76.87 cfs @ 12.29 hrs, Volume= 11.711 af Outflow = 76.87 cfs @ 12.29 hrs, Volume= 11.711 af, Atten= 0%, Lag= 0.0 min Routed to Reach 1R : (new Reach) Routing by Dyn-Stor-Ind method, Time Span= 0.00-300.00 hrs, dt= 0.05 hrs / 3 Summary for Reach CR-NORTH: (new Reach) Inflow Area = 5.878 ac, 0.00% Impervious, Inflow Depth = 1.87" for 2-Year event Inflow = 12.61 cfs @ 12.28 hrs, Volume= 0.918 af Outflow = 12.61 cfs @ 12.28 hrs, Volume= 0.918 af, Atten= 0%, Lag= 0.0 min Routed to Reach CR : (new Reach) Routing by Dyn-Stor-Ind method, Time Span= 0.00-300.00 hrs, dt= 0.05 hrs / 3 Summary for Reach CR-SOUTH: (new Reach) Inflow Area = 61.644 ac, 6.91% Impervious, Inflow Depth = 2.10" for 2-Year event Inflow = 64.30 cfs @ 12.29 hrs, Volume= 10.793 af Outflow = 64.30 cfs @ 12.29 hrs, Volume= 10.793 af, Atten= 0%, Lag= 0.0 min Routed to Reach CR : (new Reach) Routing by Dyn-Stor-Ind method, Time Span= 0.00-300.00 hrs, dt= 0.05 hrs / 3 Summary for Reach Ditch-W: Inflow Area = 54.737 ac, 7.69% Impervious, Inflow Depth = 2.13" for 2-Year event Inflow = 49.63 cfs @ 12.31 hrs, Volume= 9.713 af Outflow = 49.69 cfs @ 12.31 hrs, Volume= 9.713 af, Atten= 0%, Lag= 0.3 min Routed to Reach CR-SOUTH : (new Reach) Routing by Dyn-Stor-Ind method, Time Span= 0.00-300.00 hrs, dt= 0.05 hrs / 3 Max. Velocity= 8.44 fps, Min. Travel Time= 0.6 min Avg. Velocity = 2.46 fps, Avg. Travel Time= 2.1 min 325571 MSE 24-hr 3 2-Year Rainfall=2.87", AMC=321602 - EXISTING 22 11-21 Printed 12/13/2022PreparedbyLoucks & Associates Page31HydroCAD® 10.20-2d s/n 02676 © 2021 HydroCAD Software Solutions LLC Peak Storage= 1,853 cf @ 12.31 hrs Average Depth at Peak Storage= 0.98' , Surface Width= 8.89' Bank-Full Depth= 7.12' Flow Area= 101.4 sf, Capacity= 2,603.26 cfs Custom cross-section, Length= 315.0' Slope= 0.0371 '/' (106 Elevation Intervals) Constant n= 0.025 Earth, clean & winding Inlet Invert= 939.70', Outlet Invert= 928.00' Offset Elevation Chan.Depth feet) (feet) (feet) 0.00 939.00 0.00 3.50 938.00 1.00 5.00 937.00 2.00 5.85 936.00 3.00 6.70 935.00 4.00 7.60 934.00 5.00 8.55 933.00 6.00 9.80 932.00 7.00 11.70 931.88 7.12 14.00 932.00 7.00 18.20 933.00 6.00 19.15 934.00 5.00 20.00 935.00 4.00 21.00 936.00 3.00 22.00 937.00 2.00 23.30 938.00 1.00 25.20 939.00 0.00 Depth End Area Perim. Width Storage Discharge feet) (sq-ft) (feet) (feet) (cubic-feet) (cfs) 0.00 0.0 0.0 0.0 0 0.00 0.12 0.3 4.2 4.2 79 0.44 1.12 7.2 10.1 9.6 2,261 65.36 2.12 17.8 12.9 11.5 5,600 252.40 3.12 30.2 15.5 13.3 9,514 538.78 4.12 44.4 18.3 15.2 13,995 920.37 5.12 60.5 21.0 17.0 19,058 1,403.54 6.12 78.9 24.4 19.8 24,854 1,974.12 7.12 101.4 30.2 25.2 31,942 2,603.26 326572 MSE 24-hr 3 2-Year Rainfall=2.87", AMC=321602 - EXISTING 22 11-21 Printed 12/13/2022PreparedbyLoucks & Associates Page32HydroCAD® 10.20-2d s/n 02676 © 2021 HydroCAD Software Solutions LLC Summary for Reach DTCH: Bank-Full Depth= 4.00' Flow Area= 115.0 sf, Capacity= 131.36 cfs Custom cross-section, Length= 395.0' Slope= 0.0117 '/' (102 Elevation Intervals) Constant n= 0.240 Sheet flow over Dense Grass Inlet Invert= 953.00', Outlet Invert= 948.39' Offset Elevation Chan.Depth feet) (feet) (feet) 0.00 4.00 0.00 7.00 3.00 1.00 13.00 1.25 2.75 14.00 1.00 3.00 16.10 0.68 3.32 23.10 0.41 3.59 29.00 0.00 4.00 36.00 1.00 3.00 37.70 1.25 2.75 43.70 3.00 1.00 50.70 4.00 0.00 Depth End Area Perim. Width Storage Discharge feet) (sq-ft) (feet) (feet) (cubic-feet) (cfs) 0.00 0.0 0.0 0.0 0 0.00 0.41 1.8 8.8 8.8 710 0.42 0.68 5.4 17.7 17.7 2,120 1.62 1.00 11.7 22.1 22.0 4,626 5.13 1.25 17.5 24.9 24.7 6,932 9.31 3.00 71.3 37.4 36.7 28,153 73.33 4.00 115.0 51.5 50.7 45,415 131.36 Summary for Pond DITCH: (new Pond) Inflow Area = 50.414 ac, 8.35% Impervious, Inflow Depth = 2.13" for 2-Year event Inflow = 43.91 cfs @ 12.49 hrs, Volume= 8.929 af Outflow = 43.91 cfs @ 12.49 hrs, Volume= 8.929 af, Atten= 0%, Lag= 0.3 min Discarded = 0.00 cfs @ 12.49 hrs, Volume= 0.003 af Primary = 43.91 cfs @ 12.49 hrs, Volume= 8.926 af Routed to Pond Ditch-2 : (new Pond) Routing by Dyn-Stor-Ind method, Time Span= 0.00-300.00 hrs, dt= 0.05 hrs / 3 327573 MSE 24-hr 3 2-Year Rainfall=2.87", AMC=321602 - EXISTING 22 11-21 Printed 12/13/2022PreparedbyLoucks & Associates Page33HydroCAD® 10.20-2d s/n 02676 © 2021 HydroCAD Software Solutions LLC Peak Elev= 949.13' @ 12.49 hrs Surf.Area= 3,519 sf Storage= 1,157 cf Plug-Flow detention time= 0.6 min calculated for 8.927 af (100% of inflow) Center-of-Mass det. time= 0.6 min ( 847.4 - 846.8 ) Volume Invert Avail.Storage Storage Description 1 948.39' 106,486 cf Custom Stage Data (Prismatic) Listed below (Recalc) Elevation Surf.Area Inc.Store Cum.Store feet) (sq-ft) (cubic-feet) (cubic-feet) 948.39 85 0 0 948.50 700 43 43 949.00 2,290 748 791 950.00 12,040 7,165 7,956 951.00 24,550 18,295 26,251 952.00 39,960 32,255 58,506 953.00 56,000 47,980 106,486 Device Routing Invert Outlet Devices 1 Discarded 948.39'0.060 in/hr Exfiltration over Surface area 2 Primary 948.39'Asymmetrical Weir, C= 3.27 Offset (feet) 0.00 24.00 55.00 60.00 68.00 71.00 110.00 140.00 Height (feet) 1.61 0.61 0.50 0.00 0.00 0.50 0.61 1.61 Discarded OutFlow Max=0.00 cfs @ 12.49 hrs HW=949.13' (Free Discharge) 1=Exfiltration (Exfiltration Controls 0.00 cfs) Primary OutFlow Max=43.89 cfs @ 12.49 hrs HW=949.13' TW=944.19' (Dynamic Tailwater) 2=Asymmetrical Weir (Weir Controls 43.89 cfs @ 1.51 fps) Summary for Pond Ditch-2: (new Pond) Inflow Area = 53.674 ac, 7.84% Impervious, Inflow Depth = 2.13" for 2-Year event Inflow = 47.74 cfs @ 12.38 hrs, Volume= 9.540 af Outflow = 47.74 cfs @ 12.38 hrs, Volume= 9.540 af, Atten= 0%, Lag= 0.1 min Discarded = 0.00 cfs @ 12.38 hrs, Volume= 0.000 af Primary = 47.74 cfs @ 12.38 hrs, Volume= 9.540 af Routed to Reach Ditch-W : Routing by Dyn-Stor-Ind method, Time Span= 0.00-300.00 hrs, dt= 0.05 hrs / 3 Peak Elev= 944.20' @ 12.38 hrs Surf.Area= 783 sf Storage= 550 cf Plug-Flow detention time= 0.2 min calculated for 9.539 af (100% of inflow) Center-of-Mass det. time= 0.2 min ( 843.4 - 843.2 ) Volume Invert Avail.Storage Storage Description 1 942.69' 139,764 cf Custom Stage Data (Prismatic) Listed below (Recalc) 328574 MSE 24-hr 3 2-Year Rainfall=2.87", AMC=321602 - EXISTING 22 11-21 Printed 12/13/2022PreparedbyLoucks & Associates Page34HydroCAD® 10.20-2d s/n 02676 © 2021 HydroCAD Software Solutions LLC Elevation Surf.Area Inc.Store Cum.Store feet) (sq-ft) (cubic-feet) (cubic-feet) 942.69 25 0 0 943.00 50 12 12 943.34 300 60 71 943.60 525 107 178 944.00 630 231 409 945.00 1,400 1,015 1,424 946.00 1,700 1,550 2,974 947.00 2,000 1,850 4,824 948.00 4,040 3,020 7,844 949.00 12,400 8,220 16,064 950.00 25,000 18,700 34,764 952.00 80,000 105,000 139,764 Device Routing Invert Outlet Devices 1 Discarded 942.69'0.060 in/hr Exfiltration over Surface area 2 Primary 942.69'Asymmetrical Weir, C= 3.27 Offset (feet) 0.00 15.00 29.00 30.00 31.30 32.50 33.50 34.00 38.00 49.00 51.50 54.00 56.50 73.00 100.00 Height (feet) 6.31 5.31 4.31 3.31 2.31 1.31 0.31 0.00 0.31 1.31 2.31 3.31 4.31 5.31 6.31 Discarded OutFlow Max=0.00 cfs @ 12.38 hrs HW=944.20' (Free Discharge) 1=Exfiltration (Exfiltration Controls 0.00 cfs) Primary OutFlow Max=47.71 cfs @ 12.38 hrs HW=944.20' TW=940.67' (Dynamic Tailwater) 2=Asymmetrical Weir (Weir Controls 47.71 cfs @ 2.24 fps) Summary for Pond North: (new Pond) Inflow Area = 23.368 ac, 0.46% Impervious, Inflow Depth = 2.23" for 2-Year event Inflow = 48.18 cfs @ 12.37 hrs, Volume= 4.337 af Outflow = 20.95 cfs @ 12.75 hrs, Volume= 4.337 af, Atten= 57%, Lag= 22.4 min Discarded = 0.08 cfs @ 12.75 hrs, Volume= 0.051 af Primary = 20.86 cfs @ 12.75 hrs, Volume= 4.286 af Routed to Pond WET1 : (new Pond) Routing by Dyn-Stor-Ind method, Time Span= 0.00-300.00 hrs, dt= 0.05 hrs / 3 Peak Elev= 957.24' @ 12.75 hrs Surf.Area= 61,048 sf Storage= 64,617 cf Plug-Flow detention time= 55.2 min calculated for 4.336 af (100% of inflow) Center-of-Mass det. time= 55.3 min ( 852.0 - 796.6 ) Volume Invert Avail.Storage Storage Description 1 955.00' 341,830 cf Custom Stage Data (Prismatic) Listed below (Recalc) 329575 MSE 24-hr 3 2-Year Rainfall=2.87", AMC=321602 - EXISTING 22 11-21 Printed 12/13/2022PreparedbyLoucks & Associates Page35HydroCAD® 10.20-2d s/n 02676 © 2021 HydroCAD Software Solutions LLC Elevation Surf.Area Inc.Store Cum.Store feet) (sq-ft) (cubic-feet) (cubic-feet) 955.00 8,000 0 0 956.00 20,320 14,160 14,160 958.00 86,000 106,320 120,480 960.00 135,350 221,350 341,830 Device Routing Invert Outlet Devices 1 Primary 955.00'33.0" Round Culvert L= 82.0' Ke= 0.500 Inlet / Outlet Invert= 955.00' / 954.59' S= 0.0050 '/' Cc= 0.900 n= 0.013, Flow Area= 5.94 sf 2 Discarded 955.00'0.060 in/hr Exfiltration over Surface area Discarded OutFlow Max=0.08 cfs @ 12.75 hrs HW=957.24' (Free Discharge) 2=Exfiltration (Exfiltration Controls 0.08 cfs) Primary OutFlow Max=20.86 cfs @ 12.75 hrs HW=957.24' TW=954.44' (Dynamic Tailwater) 1=Culvert (Barrel Controls 20.86 cfs @ 5.49 fps) Summary for Pond P5: (new Pond) Inflow Area = 6.646 ac, 37.80% Impervious, Inflow Depth = 2.26" for 2-Year event Inflow = 12.25 cfs @ 12.38 hrs, Volume= 1.251 af Outflow = 4.87 cfs @ 12.86 hrs, Volume= 1.250 af, Atten= 60%, Lag= 28.8 min Primary = 4.87 cfs @ 12.86 hrs, Volume= 1.250 af Routed to Pond WET1 : (new Pond) Routing by Dyn-Stor-Ind method, Time Span= 0.00-300.00 hrs, dt= 0.05 hrs / 3 Starting Elev= 959.00' Surf.Area= 13,050 sf Storage= 30,018 cf Peak Elev= 960.23' @ 12.86 hrs Surf.Area= 23,682 sf Storage= 53,269 cf (23,251 cf above start) Plug-Flow detention time= 479.9 min calculated for 0.561 af (45% of inflow) Center-of-Mass det. time= 164.9 min ( 954.4 - 789.6 ) Volume Invert Avail.Storage Storage Description 1 952.00' 187,617 cf Custom Stage Data (Prismatic) Listed below (Recalc) Elevation Surf.Area Inc.Store Cum.Store feet) (sq-ft) (cubic-feet) (cubic-feet) 952.00 88 0 0 954.00 1,300 1,388 1,388 956.00 3,675 4,975 6,363 958.00 8,970 12,645 19,008 959.00 13,050 11,010 30,018 960.00 22,650 17,850 47,868 960.70 25,750 16,940 64,808 962.00 34,180 38,954 103,762 964.00 49,675 83,855 187,617 Device Routing Invert Outlet Devices 1 Primary 959.00'18.0" Round Culvert L= 192.0' Ke= 0.500 330576 MSE 24-hr 3 2-Year Rainfall=2.87", AMC=321602 - EXISTING 22 11-21 Printed 12/13/2022PreparedbyLoucks & Associates Page36HydroCAD® 10.20-2d s/n 02676 © 2021 HydroCAD Software Solutions LLC Inlet / Outlet Invert= 959.00' / 958.04' S= 0.0050 '/' Cc= 0.900 n= 0.013, Flow Area= 1.77 sf Primary OutFlow Max=4.87 cfs @ 12.86 hrs HW=960.23' TW=954.40' (Dynamic Tailwater) 1=Culvert (Barrel Controls 4.87 cfs @ 4.26 fps) Summary for Pond WET1: (new Pond) Inflow Area = 44.863 ac, 9.38% Impervious, Inflow Depth = 2.14" for 2-Year event Inflow = 46.48 cfs @ 12.37 hrs, Volume= 7.995 af Outflow = 39.00 cfs @ 12.61 hrs, Volume= 7.995 af, Atten= 16%, Lag= 14.8 min Discarded = 0.05 cfs @ 12.61 hrs, Volume= 0.086 af Primary = 38.94 cfs @ 12.61 hrs, Volume= 7.909 af Routed to Pond DITCH : (new Pond) Routing by Dyn-Stor-Ind method, Time Span= 0.00-300.00 hrs, dt= 0.05 hrs / 3 Peak Elev= 954.46' @ 12.61 hrs Surf.Area= 38,313 sf Storage= 30,123 cf Plug-Flow detention time= 28.8 min calculated for 7.994 af (100% of inflow) Center-of-Mass det. time= 28.8 min ( 878.3 - 849.4 ) Volume Invert Avail.Storage Storage Description 1 952.75' 199,923 cf Custom Stage Data (Prismatic) Listed below (Recalc) Elevation Surf.Area Inc.Store Cum.Store feet) (sq-ft) (cubic-feet) (cubic-feet) 952.75 20 0 0 953.00 3,000 378 378 954.00 26,515 14,758 15,135 955.00 52,030 39,273 54,408 956.00 71,500 61,765 116,173 957.00 96,000 83,750 199,923 Device Routing Invert Outlet Devices 1 Discarded 952.75'0.060 in/hr Exfiltration over Surface area 2 Primary 953.18'10.0' long x 10.0' breadth Broad-Crested Rectangular Weir Head (feet) 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60 Coef. (English) 2.49 2.56 2.70 2.69 2.68 2.69 2.67 2.64 Discarded OutFlow Max=0.05 cfs @ 12.61 hrs HW=954.46' (Free Discharge) 1=Exfiltration (Exfiltration Controls 0.05 cfs) Primary OutFlow Max=38.91 cfs @ 12.61 hrs HW=954.46' TW=949.12' (Dynamic Tailwater) 2=Broad-Crested Rectangular Weir (Weir Controls 38.91 cfs @ 3.04 fps) 331577 MSE 24-hr 3 2-Year Rainfall=2.87", AMC=321602 - EXISTING 22 11-21 Printed 12/13/2022PreparedbyLoucks & Associates Page37HydroCAD® 10.20-2d s/n 02676 © 2021 HydroCAD Software Solutions LLC Summary for Pond WET2: (new Pond) Inflow Area = 0.087 ac, 0.00% Impervious, Inflow Depth = 2.22" for 2-Year event Inflow = 0.30 cfs @ 12.16 hrs, Volume= 0.016 af Outflow = 0.29 cfs @ 12.17 hrs, Volume= 0.016 af, Atten= 2%, Lag= 0.9 min Discarded = 0.00 cfs @ 12.17 hrs, Volume= 0.002 af Primary = 0.29 cfs @ 12.17 hrs, Volume= 0.014 af Routed to Reach COULT BLVD : (new Reach) Routing by Dyn-Stor-Ind method, Time Span= 0.00-300.00 hrs, dt= 0.05 hrs / 3 Peak Elev= 954.13' @ 12.17 hrs Surf.Area= 229 sf Storage= 83 cf Plug-Flow detention time= 422.9 min calculated for 0.016 af (100% of inflow) Center-of-Mass det. time= 424.9 min ( 1,205.0 - 780.1 ) Volume Invert Avail.Storage Storage Description 1 953.00' 577 cf Custom Stage Data (Prismatic) Listed below (Recalc) Elevation Surf.Area Inc.Store Cum.Store feet) (sq-ft) (cubic-feet) (cubic-feet) 953.00 5 0 0 953.50 40 11 11 954.00 145 46 58 954.25 300 56 113 954.50 450 94 207 955.00 1,030 370 577 Device Routing Invert Outlet Devices 1 Discarded 953.00'0.060 in/hr Exfiltration over Surface area 2 Primary 954.05'5.0' long x 5.0' breadth Broad-Crested Rectangular Weir Head (feet) 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60 1.80 2.00 2.50 3.00 3.50 4.00 4.50 5.00 5.50 Coef. (English) 2.34 2.50 2.70 2.68 2.68 2.66 2.65 2.65 2.65 2.65 2.67 2.66 2.68 2.70 2.74 2.79 2.88 Discarded OutFlow Max=0.00 cfs @ 12.17 hrs HW=954.13' (Free Discharge) 1=Exfiltration (Exfiltration Controls 0.00 cfs) Primary OutFlow Max=0.28 cfs @ 12.17 hrs HW=954.13' TW=0.00' (Dynamic Tailwater) 2=Broad-Crested Rectangular Weir (Weir Controls 0.28 cfs @ 0.67 fps) 332578 MSE 24-hr 3 10-Year Rainfall=4.27", AMC=321602 - EXISTING 22 11-21 Printed 12/13/2022PreparedbyLoucks & Associates Page38HydroCAD® 10.20-2d s/n 02676 © 2021 HydroCAD Software Solutions LLC Summary for Subcatchment 2-D: Runoff = 12.88 cfs @ 12.20 hrs, Volume= 0.836 af, Depth= 3.70" Routed to Pond Ditch-2 : (new Pond) Runoff by SCS TR-20 method, UH=SCS, Split Pervious/Imperv., Time Span= 0.00-300.00 hrs, dt= 0.05 hrs MSE 24-hr 3 10-Year Rainfall=4.27", AMC=3 Area (ac) CN Adj Description 2.363 89 Row crops, straight row, Good, HSG D 0.100 79 Woods/grass comb., Good, HSG D 0.250 78 Meadow, non-grazed, HSG D 0.000 98 2.713 88 95 Weighted Average, AMC Adjusted 2.713 88 95 100.00% Pervious Area, AMC Adjusted Tc Length Slope Velocity Capacity Description min) (feet) (ft/ft) (ft/sec) (cfs) 8.0 100 0.0500 0.21 Sheet Flow, Cultivated: Residue>20% n= 0.170 P2= 2.84" 4.5 420 0.0300 1.56 Shallow Concentrated Flow, Cultivated Straight Rows Kv= 9.0 fps 12.5 520 Total Summary for Subcatchment 500: (new Subcat) Runoff = 14.78 cfs @ 12.35 hrs, Volume= 1.367 af, Depth= 3.75" Routed to Pond P5 : (new Pond) Runoff by SCS TR-20 method, UH=SCS, Split Pervious/Imperv., Time Span= 0.00-300.00 hrs, dt= 0.05 hrs MSE 24-hr 3 10-Year Rainfall=4.27", AMC=3 Area (ac) CN Adj Description 2.123 98 0.758 80 >75% Grass cover, Good, HSG D 0.300 98 Water Surface, 0% imp, HSG D 1.189 78 Meadow, non-grazed, HSG D 4.370 89 96 Weighted Average, AMC Adjusted 2.247 81 92 51.42% Pervious Area, AMC Adjusted 2.123 98 99 48.58% Impervious Area, AMC Adjusted 333579 MSE 24-hr 3 10-Year Rainfall=4.27", AMC=321602 - EXISTING 22 11-21 Printed 12/13/2022PreparedbyLoucks & Associates Page39HydroCAD® 10.20-2d s/n 02676 © 2021 HydroCAD Software Solutions LLC Tc Length Slope Velocity Capacity Description min) (feet) (ft/ft) (ft/sec) (cfs) 1.7 15 0.3000 0.14 Sheet Flow, Grass: Bermuda n= 0.410 P2= 2.84" 22.9 85 0.0150 0.06 Sheet Flow, Grass: Bermuda n= 0.410 P2= 2.84" 0.4 70 0.0300 2.60 Shallow Concentrated Flow, Grassed Waterway Kv= 15.0 fps 0.3 98 0.0120 4.97 3.90 Pipe Channel, 12.0" Round Area= 0.8 sf Perim= 3.1' r= 0.25' n= 0.013 25.3 268 Total Summary for Subcatchment 501: (new Subcat) Runoff = 5.54 cfs @ 12.53 hrs, Volume= 0.634 af, Depth= 3.34" Routed to Pond P5 : (new Pond) Runoff by SCS TR-20 method, UH=SCS, Split Pervious/Imperv., Time Span= 0.00-300.00 hrs, dt= 0.05 hrs MSE 24-hr 3 10-Year Rainfall=4.27", AMC=3 Area (ac) CN Adj Description 0.389 98 1.787 78 Meadow, non-grazed, HSG D 0.100 80 >75% Grass cover, Good, HSG D 2.276 82 92 Weighted Average, AMC Adjusted 1.887 78 90 82.91% Pervious Area, AMC Adjusted 0.389 98 99 17.09% Impervious Area, AMC Adjusted Tc Length Slope Velocity Capacity Description min) (feet) (ft/ft) (ft/sec) (cfs) 30.7 100 0.0100 0.05 Sheet Flow, Grass: Bermuda n= 0.410 P2= 2.84" 9.1 815 0.0100 1.50 Shallow Concentrated Flow, Grassed Waterway Kv= 15.0 fps 39.8 915 Total Summary for Subcatchment COULTER: (new Subcat) Runoff = 5.29 cfs @ 12.18 hrs, Volume= 0.314 af, Depth= 3.49" Routed to Reach COULT BLVD : (new Reach) Runoff by SCS TR-20 method, UH=SCS, Split Pervious/Imperv., Time Span= 0.00-300.00 hrs, dt= 0.05 hrs MSE 24-hr 3 10-Year Rainfall=4.27", AMC=3 334580 MSE 24-hr 3 10-Year Rainfall=4.27", AMC=321602 - EXISTING 22 11-21 Printed 12/13/2022PreparedbyLoucks & Associates Page40HydroCAD® 10.20-2d s/n 02676 © 2021 HydroCAD Software Solutions LLC Area (ac) CN Adj Description 0.006 98 0.968 85 Legumes, straight row, Good, HSG D 0.108 79 Woods/grass comb., Good, HSG D 1.082 84 93 Weighted Average, AMC Adjusted 1.076 84 93 99.45% Pervious Area, AMC Adjusted 0.006 98 99 0.55% Impervious Area, AMC Adjusted Tc Length Slope Velocity Capacity Description min) (feet) (ft/ft) (ft/sec) (cfs) 8.0 100 0.0500 0.21 Sheet Flow, Cultivated: Residue>20% n= 0.170 P2= 2.84" 0.8 100 0.0500 2.01 Shallow Concentrated Flow, Cultivated Straight Rows Kv= 9.0 fps 1.5 150 0.0350 1.68 Shallow Concentrated Flow, Cultivated Straight Rows Kv= 9.0 fps 10.3 350 Total Summary for Subcatchment CR-N: (new Subcat) Runoff = 18.80 cfs @ 12.27 hrs, Volume= 1.385 af, Depth= 3.18" Routed to Reach CR-NORTH : (new Reach) Runoff by SCS TR-20 method, UH=SCS, Split Pervious/Imperv., Time Span= 0.00-300.00 hrs, dt= 0.05 hrs MSE 24-hr 3 10-Year Rainfall=4.27", AMC=3 Area (ac) CN Adj Description 0.000 89 Row crops, straight row, Good, HSG D 0.870 79 Woods/grass comb., Good, HSG D 4.364 78 Meadow, non-grazed, HSG D 0.000 98 5.234 78 90 Weighted Average, AMC Adjusted 5.234 78 90 100.00% Pervious Area, AMC Adjusted Tc Length Slope Velocity Capacity Description min) (feet) (ft/ft) (ft/sec) (cfs) 14.1 100 0.0700 0.12 Sheet Flow, Grass: Bermuda n= 0.410 P2= 2.84" 1.9 200 0.0600 1.71 Shallow Concentrated Flow, Short Grass Pasture Kv= 7.0 fps 2.5 200 0.0350 1.31 Shallow Concentrated Flow, Short Grass Pasture Kv= 7.0 fps 18.5 500 Total 335581 MSE 24-hr 3 10-Year Rainfall=4.27", AMC=321602 - EXISTING 22 11-21 Printed 12/13/2022PreparedbyLoucks & Associates Page41HydroCAD® 10.20-2d s/n 02676 © 2021 HydroCAD Software Solutions LLC Summary for Subcatchment CR-S: (new Subcat) Runoff = 23.41 cfs @ 12.27 hrs, Volume= 1.727 af, Depth= 3.18" Routed to Reach CR-SOUTH : (new Reach) Runoff by SCS TR-20 method, UH=SCS, Split Pervious/Imperv., Time Span= 0.00-300.00 hrs, dt= 0.05 hrs MSE 24-hr 3 10-Year Rainfall=4.27", AMC=3 Area (ac) CN Adj Description 0.000 89 Row crops, straight row, Good, HSG D 0.800 79 Woods/grass comb., Good, HSG D 5.658 78 Meadow, non-grazed, HSG D 0.050 98 6.508 78 90 Weighted Average, AMC Adjusted 6.458 78 90 99.23% Pervious Area, AMC Adjusted 0.050 98 99 0.77% Impervious Area, AMC Adjusted Tc Length Slope Velocity Capacity Description min) (feet) (ft/ft) (ft/sec) (cfs) 14.1 100 0.0700 0.12 Sheet Flow, Grass: Bermuda n= 0.410 P2= 2.84" 1.9 200 0.0600 1.71 Shallow Concentrated Flow, Short Grass Pasture Kv= 7.0 fps 2.5 200 0.0350 1.31 Shallow Concentrated Flow, Short Grass Pasture Kv= 7.0 fps 18.5 500 Total Summary for Subcatchment L-D: Runoff = 4.67 cfs @ 12.20 hrs, Volume= 0.290 af, Depth= 3.28" Routed to Reach Ditch-W : Runoff by SCS TR-20 method, UH=SCS, Split Pervious/Imperv., Time Span= 0.00-300.00 hrs, dt= 0.05 hrs MSE 24-hr 3 10-Year Rainfall=4.27", AMC=3 Area (ac) CN Adj Description 0.193 89 Row crops, straight row, Good, HSG D 0.400 79 Woods/grass comb., Good, HSG D 0.470 78 Meadow, non-grazed, HSG D 0.000 98 1.063 80 91 Weighted Average, AMC Adjusted 1.063 80 91 100.00% Pervious Area, AMC Adjusted Tc Length Slope Velocity Capacity Description min) (feet) (ft/ft) (ft/sec) (cfs) 8.0 100 0.0500 0.21 Sheet Flow, Cultivated: Residue>20% n= 0.170 P2= 2.84" 4.5 420 0.0300 1.56 Shallow Concentrated Flow, Cultivated Straight Rows Kv= 9.0 fps 12.5 520 Total 336582 MSE 24-hr 3 10-Year Rainfall=4.27", AMC=321602 - EXISTING 22 11-21 Printed 12/13/2022PreparedbyLoucks & Associates Page42HydroCAD® 10.20-2d s/n 02676 © 2021 HydroCAD Software Solutions LLC Summary for Subcatchment N100: (new Subcat) Runoff = 75.92 cfs @ 12.37 hrs, Volume= 6.995 af, Depth= 3.59" Routed to Pond North : (new Pond) Runoff by SCS TR-20 method, UH=SCS, Split Pervious/Imperv., Time Span= 0.00-300.00 hrs, dt= 0.05 hrs MSE 24-hr 3 10-Year Rainfall=4.27", AMC=3 Area (ac) CN Adj Description 0.107 98 14.500 89 Row crops, straight row, Good, HSG D 4.600 80 >75% Grass cover, Good, HSG D 4.161 79 Woods/grass comb., Good, HSG D 23.368 85 94 Weighted Average, AMC Adjusted 23.261 85 94 99.54% Pervious Area, AMC Adjusted 0.107 98 99 0.46% Impervious Area, AMC Adjusted Tc Length Slope Velocity Capacity Description min) (feet) (ft/ft) (ft/sec) (cfs) 15.2 100 0.0100 0.11 Sheet Flow, Cultivated: Residue>20% n= 0.170 P2= 2.84" 11.6 1,200 0.0370 1.73 Shallow Concentrated Flow, Cultivated Straight Rows Kv= 9.0 fps 26.8 1,300 Total Summary for Subcatchment O-CRK: (new Subcat) Runoff = 1.36 cfs @ 12.31 hrs, Volume= 0.109 af, Depth= 3.28" Routed to Reach CR-SOUTH : (new Reach) Runoff by SCS TR-20 method, UH=SCS, Split Pervious/Imperv., Time Span= 0.00-300.00 hrs, dt= 0.05 hrs MSE 24-hr 3 10-Year Rainfall=4.27", AMC=3 Area (ac) CN Adj Description 0.399 79 Woods/grass comb., Good, HSG D 0.399 79 91 Weighted Average, AMC Adjusted 0.399 79 91 100.00% Pervious Area, AMC Adjusted Tc Length Slope Velocity Capacity Description min) (feet) (ft/ft) (ft/sec) (cfs) 14.7 100 0.0600 0.11 Sheet Flow, Woods: Light underbrush n= 0.400 P2= 2.84" 1.4 100 0.0600 1.22 Shallow Concentrated Flow, Woodland Kv= 5.0 fps 2.9 300 0.0620 1.74 Shallow Concentrated Flow, Short Grass Pasture Kv= 7.0 fps 2.5 200 0.0350 1.31 Shallow Concentrated Flow, Short Grass Pasture Kv= 7.0 fps 21.5 700 Total 337583 MSE 24-hr 3 10-Year Rainfall=4.27", AMC=321602 - EXISTING 22 11-21 Printed 12/13/2022PreparedbyLoucks & Associates Page43HydroCAD® 10.20-2d s/n 02676 © 2021 HydroCAD Software Solutions LLC Summary for Subcatchment O-DTCH: Runoff = 1.98 cfs @ 12.28 hrs, Volume= 0.149 af, Depth= 3.28" Routed to Pond Ditch-2 : (new Pond) Runoff by SCS TR-20 method, UH=SCS, Split Pervious/Imperv., Time Span= 0.00-300.00 hrs, dt= 0.05 hrs MSE 24-hr 3 10-Year Rainfall=4.27", AMC=3 Area (ac) CN Adj Description 0.547 79 Woods/grass comb., Good, HSG D 0.547 79 91 Weighted Average, AMC Adjusted 0.547 79 91 100.00% Pervious Area, AMC Adjusted Tc Length Slope Velocity Capacity Description min) (feet) (ft/ft) (ft/sec) (cfs) 13.8 100 0.0700 0.12 Sheet Flow, Woods: Light underbrush n= 0.400 P2= 2.84" 0.8 100 0.0500 2.01 Shallow Concentrated Flow, Cultivated Straight Rows Kv= 9.0 fps 4.5 420 0.0300 1.56 Shallow Concentrated Flow, Cultivated Straight Rows Kv= 9.0 fps 19.1 620 Total Summary for Subcatchment S-C: (new Subcat) Runoff = 2.31 cfs @ 12.28 hrs, Volume= 0.176 af, Depth= 3.28" Routed to Reach CR-NORTH : (new Reach) Runoff by SCS TR-20 method, UH=SCS, Split Pervious/Imperv., Time Span= 0.00-300.00 hrs, dt= 0.05 hrs MSE 24-hr 3 10-Year Rainfall=4.27", AMC=3 Area (ac) CN Adj Description 0.644 80 Pasture/grassland/range, Good, HSG D 0.644 80 91 Weighted Average, AMC Adjusted 0.644 80 91 100.00% Pervious Area, AMC Adjusted Tc Length Slope Velocity Capacity Description min) (feet) (ft/ft) (ft/sec) (cfs) 15.0 100 0.0600 0.11 Sheet Flow, Grass: Bermuda n= 0.410 P2= 2.84" 1.9 200 0.0600 1.71 Shallow Concentrated Flow, Short Grass Pasture Kv= 7.0 fps 2.5 200 0.0350 1.31 Shallow Concentrated Flow, Short Grass Pasture Kv= 7.0 fps 19.4 500 Total 338584 MSE 24-hr 3 10-Year Rainfall=4.27", AMC=321602 - EXISTING 22 11-21 Printed 12/13/2022PreparedbyLoucks & Associates Page44HydroCAD® 10.20-2d s/n 02676 © 2021 HydroCAD Software Solutions LLC Summary for Subcatchment W1: (new Subcat) Runoff = 5.73 cfs @ 12.20 hrs, Volume= 0.363 af, Depth= 3.48" Routed to Pond WET1 : (new Pond) Runoff by SCS TR-20 method, UH=SCS, Split Pervious/Imperv., Time Span= 0.00-300.00 hrs, dt= 0.05 hrs MSE 24-hr 3 10-Year Rainfall=4.27", AMC=3 Area (ac) CN Adj Description 0.603 89 Row crops, straight row, Good, HSG D 0.647 79 Woods/grass comb., Good, HSG D 1.250 84 93 Weighted Average, AMC Adjusted 1.250 84 93 100.00% Pervious Area, AMC Adjusted Tc Length Slope Velocity Capacity Description min) (feet) (ft/ft) (ft/sec) (cfs) 9.8 100 0.0300 0.17 Sheet Flow, Cultivated: Residue>20% n= 0.170 P2= 2.84" 2.7 80 0.0030 0.49 Shallow Concentrated Flow, Cultivated Straight Rows Kv= 9.0 fps 12.5 180 Total Summary for Subcatchment W100: (new Subcat) Runoff = 38.89 cfs @ 12.32 hrs, Volume= 3.177 af, Depth= 3.23" Routed to Pond WET1 : (new Pond) Runoff by SCS TR-20 method, UH=SCS, Split Pervious/Imperv., Time Span= 0.00-300.00 hrs, dt= 0.05 hrs MSE 24-hr 3 10-Year Rainfall=4.27", AMC=3 Area (ac) CN Adj Description 11.109 78 Meadow, non-grazed, HSG D 0.685 98 11.794 79 91 Weighted Average, AMC Adjusted 11.109 78 90 94.19% Pervious Area, AMC Adjusted 0.685 98 99 5.81% Impervious Area, AMC Adjusted Tc Length Slope Velocity Capacity Description min) (feet) (ft/ft) (ft/sec) (cfs) 17.6 100 0.0400 0.09 Sheet Flow, Grass: Bermuda n= 0.410 P2= 2.84" 1.8 150 0.0400 1.40 Shallow Concentrated Flow, Short Grass Pasture Kv= 7.0 fps 3.2 570 0.0400 3.00 Shallow Concentrated Flow, Grassed Waterway Kv= 15.0 fps 22.6 820 Total 339585 MSE 24-hr 3 10-Year Rainfall=4.27", AMC=321602 - EXISTING 22 11-21 Printed 12/13/2022PreparedbyLoucks & Associates Page45HydroCAD® 10.20-2d s/n 02676 © 2021 HydroCAD Software Solutions LLC Summary for Subcatchment W110: (new Subcat) Runoff = 6.22 cfs @ 12.29 hrs, Volume= 0.479 af, Depth= 3.28" Routed to Pond DITCH : (new Pond) Runoff by SCS TR-20 method, UH=SCS, Split Pervious/Imperv., Time Span= 0.00-300.00 hrs, dt= 0.05 hrs MSE 24-hr 3 10-Year Rainfall=4.27", AMC=3 Area (ac) CN Adj Description 1.755 79 Woods/grass comb., Good, HSG D 0.000 98 1.755 79 91 Weighted Average, AMC Adjusted 1.755 79 91 100.00% Pervious Area, AMC Adjusted Tc Length Slope Velocity Capacity Description min) (feet) (ft/ft) (ft/sec) (cfs) 16.1 100 0.0500 0.10 Sheet Flow, Grass: Bermuda n= 0.410 P2= 2.84" 2.2 400 0.0400 3.00 Shallow Concentrated Flow, Grassed Waterway Kv= 15.0 fps 1.6 150 0.0300 1.56 Shallow Concentrated Flow, Cultivated Straight Rows Kv= 9.0 fps 19.9 650 Total Summary for Subcatchment W1D: (new Subcat) Runoff = 17.23 cfs @ 12.21 hrs, Volume= 1.170 af, Depth= 3.70" Routed to Pond DITCH : (new Pond) Runoff by SCS TR-20 method, UH=SCS, Split Pervious/Imperv., Time Span= 0.00-300.00 hrs, dt= 0.05 hrs MSE 24-hr 3 10-Year Rainfall=4.27", AMC=3 Area (ac) CN Adj Description 0.239 79 Woods/grass comb., Good, HSG D 3.557 89 Row crops, straight row, Good, HSG D 3.796 88 95 Weighted Average, AMC Adjusted 3.796 88 95 100.00% Pervious Area, AMC Adjusted Tc Length Slope Velocity Capacity Description min) (feet) (ft/ft) (ft/sec) (cfs) 9.2 100 0.0350 0.18 Sheet Flow, Cultivated: Residue>20% n= 0.170 P2= 2.84" 4.7 400 0.0250 1.42 Shallow Concentrated Flow, Cultivated Straight Rows Kv= 9.0 fps 13.9 500 Total 340586 MSE 24-hr 3 10-Year Rainfall=4.27", AMC=321602 - EXISTING 22 11-21 Printed 12/13/2022PreparedbyLoucks & Associates Page46HydroCAD® 10.20-2d s/n 02676 © 2021 HydroCAD Software Solutions LLC Summary for Subcatchment W2: (new Subcat) Runoff = 0.46 cfs @ 12.16 hrs, Volume= 0.026 af, Depth= 3.59" Routed to Pond WET2 : (new Pond) Runoff by SCS TR-20 method, UH=SCS, Split Pervious/Imperv., Time Span= 0.00-300.00 hrs, dt= 0.05 hrs MSE 24-hr 3 10-Year Rainfall=4.27", AMC=3 Area (ac) CN Adj Description 0.034 80 Pasture/grassland/range, Good, HSG D 0.053 89 Row crops, straight row, Good, HSG D 0.087 85 94 Weighted Average, AMC Adjusted 0.087 85 94 100.00% Pervious Area, AMC Adjusted Tc Length Slope Velocity Capacity Description min) (feet) (ft/ft) (ft/sec) (cfs) 8.7 50 0.0100 0.10 Sheet Flow, Cultivated: Residue>20% n= 0.170 P2= 2.84" Summary for Subcatchment W2M: Runoff = 6.67 cfs @ 12.30 hrs, Volume= 0.559 af, Depth= 3.72" Routed to Pond WET1 : (new Pond) Runoff by SCS TR-20 method, UH=SCS, Split Pervious/Imperv., Time Span= 0.00-300.00 hrs, dt= 0.05 hrs MSE 24-hr 3 10-Year Rainfall=4.27", AMC=3 Area (ac) CN Adj Description 0.905 98 0.900 80 Pasture/grassland/range, Good, HSG D 1.805 89 96 Weighted Average, AMC Adjusted 0.900 80 91 49.86% Pervious Area, AMC Adjusted 0.905 98 99 50.14% Impervious Area, AMC Adjusted Tc Length Slope Velocity Capacity Description min) (feet) (ft/ft) (ft/sec) (cfs) 15.1 100 0.0200 0.11 Sheet Flow, Grass: Dense n= 0.240 P2= 2.84" 6.0 770 0.0200 2.12 Shallow Concentrated Flow, Grassed Waterway Kv= 15.0 fps 21.1 870 Total Summary for Reach 1R: (new Reach) Inflow Area = 68.691 ac, 6.21% Impervious, Inflow Depth = 3.42" for 10-Year event Inflow = 128.52 cfs @ 12.27 hrs, Volume= 19.593 af Outflow = 128.52 cfs @ 12.27 hrs, Volume= 19.593 af, Atten= 0%, Lag= 0.0 min 341587 MSE 24-hr 3 10-Year Rainfall=4.27", AMC=321602 - EXISTING 22 11-21 Printed 12/13/2022PreparedbyLoucks & Associates Page47HydroCAD® 10.20-2d s/n 02676 © 2021 HydroCAD Software Solutions LLC Routing by Dyn-Stor-Ind method, Time Span= 0.00-300.00 hrs, dt= 0.05 hrs / 3 Summary for Reach COULT BLVD: (new Reach) Inflow Area = 1.169 ac, 0.51% Impervious, Inflow Depth = 3.48" for 10-Year event Inflow = 5.75 cfs @ 12.17 hrs, Volume= 0.339 af Outflow = 5.75 cfs @ 12.17 hrs, Volume= 0.339 af, Atten= 0%, Lag= 0.0 min Routed to Reach 1R : (new Reach) Routing by Dyn-Stor-Ind method, Time Span= 0.00-300.00 hrs, dt= 0.05 hrs / 3 Summary for Reach CR: (new Reach) Inflow Area = 67.522 ac, 6.31% Impervious, Inflow Depth = 3.42" for 10-Year event Inflow = 124.15 cfs @ 12.28 hrs, Volume= 19.255 af Outflow = 124.15 cfs @ 12.28 hrs, Volume= 19.255 af, Atten= 0%, Lag= 0.0 min Routed to Reach 1R : (new Reach) Routing by Dyn-Stor-Ind method, Time Span= 0.00-300.00 hrs, dt= 0.05 hrs / 3 Summary for Reach CR-NORTH: (new Reach) Inflow Area = 5.878 ac, 0.00% Impervious, Inflow Depth = 3.19" for 10-Year event Inflow = 21.11 cfs @ 12.27 hrs, Volume= 1.561 af Outflow = 21.11 cfs @ 12.27 hrs, Volume= 1.561 af, Atten= 0%, Lag= 0.0 min Routed to Reach CR : (new Reach) Routing by Dyn-Stor-Ind method, Time Span= 0.00-300.00 hrs, dt= 0.05 hrs / 3 Summary for Reach CR-SOUTH: (new Reach) Inflow Area = 61.644 ac, 6.91% Impervious, Inflow Depth = 3.44" for 10-Year event Inflow = 103.14 cfs @ 12.28 hrs, Volume= 17.693 af Outflow = 103.14 cfs @ 12.28 hrs, Volume= 17.693 af, Atten= 0%, Lag= 0.0 min Routed to Reach CR : (new Reach) Routing by Dyn-Stor-Ind method, Time Span= 0.00-300.00 hrs, dt= 0.05 hrs / 3 Summary for Reach Ditch-W: Inflow Area = 54.737 ac, 7.69% Impervious, Inflow Depth = 3.48" for 10-Year event Inflow = 78.52 cfs @ 12.29 hrs, Volume= 15.858 af Outflow = 78.59 cfs @ 12.29 hrs, Volume= 15.858 af, Atten= 0%, Lag= 0.5 min Routed to Reach CR-SOUTH : (new Reach) Routing by Dyn-Stor-Ind method, Time Span= 0.00-300.00 hrs, dt= 0.05 hrs / 3 Max. Velocity= 9.70 fps, Min. Travel Time= 0.5 min Avg. Velocity = 2.75 fps, Avg. Travel Time= 1.9 min 342588 MSE 24-hr 3 10-Year Rainfall=4.27", AMC=321602 - EXISTING 22 11-21 Printed 12/13/2022PreparedbyLoucks & Associates Page48HydroCAD® 10.20-2d s/n 02676 © 2021 HydroCAD Software Solutions LLC Peak Storage= 2,551 cf @ 12.29 hrs Average Depth at Peak Storage= 1.21' , Surface Width= 9.83' Bank-Full Depth= 7.12' Flow Area= 101.4 sf, Capacity= 2,603.26 cfs Custom cross-section, Length= 315.0' Slope= 0.0371 '/' (106 Elevation Intervals) Constant n= 0.025 Earth, clean & winding Inlet Invert= 939.70', Outlet Invert= 928.00' Offset Elevation Chan.Depth feet) (feet) (feet) 0.00 939.00 0.00 3.50 938.00 1.00 5.00 937.00 2.00 5.85 936.00 3.00 6.70 935.00 4.00 7.60 934.00 5.00 8.55 933.00 6.00 9.80 932.00 7.00 11.70 931.88 7.12 14.00 932.00 7.00 18.20 933.00 6.00 19.15 934.00 5.00 20.00 935.00 4.00 21.00 936.00 3.00 22.00 937.00 2.00 23.30 938.00 1.00 25.20 939.00 0.00 Depth End Area Perim. Width Storage Discharge feet) (sq-ft) (feet) (feet) (cubic-feet) (cfs) 0.00 0.0 0.0 0.0 0 0.00 0.12 0.3 4.2 4.2 79 0.44 1.12 7.2 10.1 9.6 2,261 65.36 2.12 17.8 12.9 11.5 5,600 252.40 3.12 30.2 15.5 13.3 9,514 538.78 4.12 44.4 18.3 15.2 13,995 920.37 5.12 60.5 21.0 17.0 19,058 1,403.54 6.12 78.9 24.4 19.8 24,854 1,974.12 7.12 101.4 30.2 25.2 31,942 2,603.26 343589 MSE 24-hr 3 10-Year Rainfall=4.27", AMC=321602 - EXISTING 22 11-21 Printed 12/13/2022PreparedbyLoucks & Associates Page49HydroCAD® 10.20-2d s/n 02676 © 2021 HydroCAD Software Solutions LLC Summary for Reach DTCH: Bank-Full Depth= 4.00' Flow Area= 115.0 sf, Capacity= 131.36 cfs Custom cross-section, Length= 395.0' Slope= 0.0117 '/' (102 Elevation Intervals) Constant n= 0.240 Sheet flow over Dense Grass Inlet Invert= 953.00', Outlet Invert= 948.39' Offset Elevation Chan.Depth feet) (feet) (feet) 0.00 4.00 0.00 7.00 3.00 1.00 13.00 1.25 2.75 14.00 1.00 3.00 16.10 0.68 3.32 23.10 0.41 3.59 29.00 0.00 4.00 36.00 1.00 3.00 37.70 1.25 2.75 43.70 3.00 1.00 50.70 4.00 0.00 Depth End Area Perim. Width Storage Discharge feet) (sq-ft) (feet) (feet) (cubic-feet) (cfs) 0.00 0.0 0.0 0.0 0 0.00 0.41 1.8 8.8 8.8 710 0.42 0.68 5.4 17.7 17.7 2,120 1.62 1.00 11.7 22.1 22.0 4,626 5.13 1.25 17.5 24.9 24.7 6,932 9.31 3.00 71.3 37.4 36.7 28,153 73.33 4.00 115.0 51.5 50.7 45,415 131.36 Summary for Pond DITCH: (new Pond) Inflow Area = 50.414 ac, 8.35% Impervious, Inflow Depth = 3.47" for 10-Year event Inflow = 67.59 cfs @ 12.47 hrs, Volume= 14.586 af Outflow = 67.58 cfs @ 12.48 hrs, Volume= 14.586 af, Atten= 0%, Lag= 0.3 min Discarded = 0.01 cfs @ 12.48 hrs, Volume= 0.003 af Primary = 67.58 cfs @ 12.48 hrs, Volume= 14.583 af Routed to Pond Ditch-2 : (new Pond) Routing by Dyn-Stor-Ind method, Time Span= 0.00-300.00 hrs, dt= 0.05 hrs / 3 344590 MSE 24-hr 3 10-Year Rainfall=4.27", AMC=321602 - EXISTING 22 11-21 Printed 12/13/2022PreparedbyLoucks & Associates Page50HydroCAD® 10.20-2d s/n 02676 © 2021 HydroCAD Software Solutions LLC Peak Elev= 949.22' @ 12.48 hrs Surf.Area= 4,479 sf Storage= 1,550 cf Plug-Flow detention time= 0.5 min calculated for 14.584 af (100% of inflow) Center-of-Mass det. time= 0.5 min ( 837.8 - 837.3 ) Volume Invert Avail.Storage Storage Description 1 948.39' 106,486 cf Custom Stage Data (Prismatic) Listed below (Recalc) Elevation Surf.Area Inc.Store Cum.Store feet) (sq-ft) (cubic-feet) (cubic-feet) 948.39 85 0 0 948.50 700 43 43 949.00 2,290 748 791 950.00 12,040 7,165 7,956 951.00 24,550 18,295 26,251 952.00 39,960 32,255 58,506 953.00 56,000 47,980 106,486 Device Routing Invert Outlet Devices 1 Discarded 948.39'0.060 in/hr Exfiltration over Surface area 2 Primary 948.39'Asymmetrical Weir, C= 3.27 Offset (feet) 0.00 24.00 55.00 60.00 68.00 71.00 110.00 140.00 Height (feet) 1.61 0.61 0.50 0.00 0.00 0.50 0.61 1.61 Discarded OutFlow Max=0.01 cfs @ 12.48 hrs HW=949.22' (Free Discharge) 1=Exfiltration (Exfiltration Controls 0.01 cfs) Primary OutFlow Max=67.51 cfs @ 12.48 hrs HW=949.22' TW=944.50' (Dynamic Tailwater) 2=Asymmetrical Weir (Weir Controls 67.51 cfs @ 1.71 fps) Summary for Pond Ditch-2: (new Pond) Inflow Area = 53.674 ac, 7.84% Impervious, Inflow Depth = 3.48" for 10-Year event Inflow = 75.09 cfs @ 12.31 hrs, Volume= 15.568 af Outflow = 75.12 cfs @ 12.31 hrs, Volume= 15.568 af, Atten= 0%, Lag= 0.1 min Discarded = 0.00 cfs @ 12.31 hrs, Volume= 0.001 af Primary = 75.12 cfs @ 12.31 hrs, Volume= 15.568 af Routed to Reach Ditch-W : Routing by Dyn-Stor-Ind method, Time Span= 0.00-300.00 hrs, dt= 0.05 hrs / 3 Peak Elev= 944.53' @ 12.31 hrs Surf.Area= 1,035 sf Storage= 848 cf Plug-Flow detention time= 0.2 min calculated for 15.566 af (100% of inflow) Center-of-Mass det. time= 0.2 min ( 833.9 - 833.7 ) Volume Invert Avail.Storage Storage Description 1 942.69' 139,764 cf Custom Stage Data (Prismatic) Listed below (Recalc) 345591 MSE 24-hr 3 10-Year Rainfall=4.27", AMC=321602 - EXISTING 22 11-21 Printed 12/13/2022PreparedbyLoucks & Associates Page51HydroCAD® 10.20-2d s/n 02676 © 2021 HydroCAD Software Solutions LLC Elevation Surf.Area Inc.Store Cum.Store feet) (sq-ft) (cubic-feet) (cubic-feet) 942.69 25 0 0 943.00 50 12 12 943.34 300 60 71 943.60 525 107 178 944.00 630 231 409 945.00 1,400 1,015 1,424 946.00 1,700 1,550 2,974 947.00 2,000 1,850 4,824 948.00 4,040 3,020 7,844 949.00 12,400 8,220 16,064 950.00 25,000 18,700 34,764 952.00 80,000 105,000 139,764 Device Routing Invert Outlet Devices 1 Discarded 942.69'0.060 in/hr Exfiltration over Surface area 2 Primary 942.69'Asymmetrical Weir, C= 3.27 Offset (feet) 0.00 15.00 29.00 30.00 31.30 32.50 33.50 34.00 38.00 49.00 51.50 54.00 56.50 73.00 100.00 Height (feet) 6.31 5.31 4.31 3.31 2.31 1.31 0.31 0.00 0.31 1.31 2.31 3.31 4.31 5.31 6.31 Discarded OutFlow Max=0.00 cfs @ 12.31 hrs HW=944.52' (Free Discharge) 1=Exfiltration (Exfiltration Controls 0.00 cfs) Primary OutFlow Max=74.98 cfs @ 12.31 hrs HW=944.52' TW=940.91' (Dynamic Tailwater) 2=Asymmetrical Weir (Weir Controls 74.98 cfs @ 2.72 fps) Summary for Pond North: (new Pond) Inflow Area = 23.368 ac, 0.46% Impervious, Inflow Depth = 3.59" for 10-Year event Inflow = 75.92 cfs @ 12.37 hrs, Volume= 6.995 af Outflow = 29.71 cfs @ 12.78 hrs, Volume= 6.995 af, Atten= 61%, Lag= 24.4 min Discarded = 0.11 cfs @ 12.78 hrs, Volume= 0.061 af Primary = 29.60 cfs @ 12.78 hrs, Volume= 6.933 af Routed to Pond WET1 : (new Pond) Routing by Dyn-Stor-Ind method, Time Span= 0.00-300.00 hrs, dt= 0.05 hrs / 3 Peak Elev= 957.85' @ 12.78 hrs Surf.Area= 80,926 sf Storage= 107,586 cf Plug-Flow detention time= 56.0 min calculated for 6.993 af (100% of inflow) Center-of-Mass det. time= 56.1 min ( 843.6 - 787.4 ) Volume Invert Avail.Storage Storage Description 1 955.00' 341,830 cf Custom Stage Data (Prismatic) Listed below (Recalc) 346592 MSE 24-hr 3 10-Year Rainfall=4.27", AMC=321602 - EXISTING 22 11-21 Printed 12/13/2022PreparedbyLoucks & Associates Page52HydroCAD® 10.20-2d s/n 02676 © 2021 HydroCAD Software Solutions LLC Elevation Surf.Area Inc.Store Cum.Store feet) (sq-ft) (cubic-feet) (cubic-feet) 955.00 8,000 0 0 956.00 20,320 14,160 14,160 958.00 86,000 106,320 120,480 960.00 135,350 221,350 341,830 Device Routing Invert Outlet Devices 1 Primary 955.00'33.0" Round Culvert L= 82.0' Ke= 0.500 Inlet / Outlet Invert= 955.00' / 954.59' S= 0.0050 '/' Cc= 0.900 n= 0.013, Flow Area= 5.94 sf 2 Discarded 955.00'0.060 in/hr Exfiltration over Surface area Discarded OutFlow Max=0.11 cfs @ 12.78 hrs HW=957.84' (Free Discharge) 2=Exfiltration (Exfiltration Controls 0.11 cfs) Primary OutFlow Max=29.58 cfs @ 12.78 hrs HW=957.84' TW=954.85' (Dynamic Tailwater) 1=Culvert (Barrel Controls 29.58 cfs @ 5.98 fps) Summary for Pond P5: (new Pond) Inflow Area = 6.646 ac, 37.80% Impervious, Inflow Depth = 3.61" for 10-Year event Inflow = 19.32 cfs @ 12.38 hrs, Volume= 2.001 af Outflow = 7.52 cfs @ 12.87 hrs, Volume= 2.000 af, Atten= 61%, Lag= 29.2 min Primary = 7.52 cfs @ 12.87 hrs, Volume= 2.000 af Routed to Pond WET1 : (new Pond) Routing by Dyn-Stor-Ind method, Time Span= 0.00-300.00 hrs, dt= 0.05 hrs / 3 Starting Elev= 959.00' Surf.Area= 13,050 sf Storage= 30,018 cf Peak Elev= 960.74' @ 12.87 hrs Surf.Area= 26,001 sf Storage= 65,811 cf (35,793 cf above start) Plug-Flow detention time= 302.5 min calculated for 1.310 af (65% of inflow) Center-of-Mass det. time= 135.1 min ( 918.2 - 783.2 ) Volume Invert Avail.Storage Storage Description 1 952.00' 187,617 cf Custom Stage Data (Prismatic) Listed below (Recalc) Elevation Surf.Area Inc.Store Cum.Store feet) (sq-ft) (cubic-feet) (cubic-feet) 952.00 88 0 0 954.00 1,300 1,388 1,388 956.00 3,675 4,975 6,363 958.00 8,970 12,645 19,008 959.00 13,050 11,010 30,018 960.00 22,650 17,850 47,868 960.70 25,750 16,940 64,808 962.00 34,180 38,954 103,762 964.00 49,675 83,855 187,617 Device Routing Invert Outlet Devices 1 Primary 959.00'18.0" Round Culvert L= 192.0' Ke= 0.500 347593 MSE 24-hr 3 10-Year Rainfall=4.27", AMC=321602 - EXISTING 22 11-21 Printed 12/13/2022PreparedbyLoucks & Associates Page53HydroCAD® 10.20-2d s/n 02676 © 2021 HydroCAD Software Solutions LLC Inlet / Outlet Invert= 959.00' / 958.04' S= 0.0050 '/' Cc= 0.900 n= 0.013, Flow Area= 1.77 sf Primary OutFlow Max=7.51 cfs @ 12.87 hrs HW=960.74' TW=954.80' (Dynamic Tailwater) 1=Culvert (Barrel Controls 7.51 cfs @ 4.61 fps) Summary for Pond WET1: (new Pond) Inflow Area = 44.863 ac, 9.38% Impervious, Inflow Depth = 3.49" for 10-Year event Inflow = 73.64 cfs @ 12.35 hrs, Volume= 13.032 af Outflow = 59.50 cfs @ 12.60 hrs, Volume= 13.032 af, Atten= 19%, Lag= 14.8 min Discarded = 0.07 cfs @ 12.60 hrs, Volume= 0.094 af Primary = 59.43 cfs @ 12.60 hrs, Volume= 12.938 af Routed to Pond DITCH : (new Pond) Routing by Dyn-Stor-Ind method, Time Span= 0.00-300.00 hrs, dt= 0.05 hrs / 3 Peak Elev= 954.90' @ 12.60 hrs Surf.Area= 49,418 sf Storage= 49,215 cf Plug-Flow detention time= 22.9 min calculated for 13.029 af (100% of inflow) Center-of-Mass det. time= 23.0 min ( 859.7 - 836.7 ) Volume Invert Avail.Storage Storage Description 1 952.75' 199,923 cf Custom Stage Data (Prismatic) Listed below (Recalc) Elevation Surf.Area Inc.Store Cum.Store feet) (sq-ft) (cubic-feet) (cubic-feet) 952.75 20 0 0 953.00 3,000 378 378 954.00 26,515 14,758 15,135 955.00 52,030 39,273 54,408 956.00 71,500 61,765 116,173 957.00 96,000 83,750 199,923 Device Routing Invert Outlet Devices 1 Discarded 952.75'0.060 in/hr Exfiltration over Surface area 2 Primary 953.18'10.0' long x 10.0' breadth Broad-Crested Rectangular Weir Head (feet) 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60 Coef. (English) 2.49 2.56 2.70 2.69 2.68 2.69 2.67 2.64 Discarded OutFlow Max=0.07 cfs @ 12.60 hrs HW=954.90' (Free Discharge) 1=Exfiltration (Exfiltration Controls 0.07 cfs) Primary OutFlow Max=59.42 cfs @ 12.60 hrs HW=954.90' TW=949.22' (Dynamic Tailwater) 2=Broad-Crested Rectangular Weir (Weir Controls 59.42 cfs @ 3.46 fps) 348594 MSE 24-hr 3 10-Year Rainfall=4.27", AMC=321602 - EXISTING 22 11-21 Printed 12/13/2022PreparedbyLoucks & Associates Page54HydroCAD® 10.20-2d s/n 02676 © 2021 HydroCAD Software Solutions LLC Summary for Pond WET2: (new Pond) Inflow Area = 0.087 ac, 0.00% Impervious, Inflow Depth = 3.59" for 10-Year event Inflow = 0.46 cfs @ 12.16 hrs, Volume= 0.026 af Outflow = 0.45 cfs @ 12.17 hrs, Volume= 0.026 af, Atten= 2%, Lag= 0.8 min Discarded = 0.00 cfs @ 12.17 hrs, Volume= 0.002 af Primary = 0.45 cfs @ 12.17 hrs, Volume= 0.024 af Routed to Reach COULT BLVD : (new Reach) Routing by Dyn-Stor-Ind method, Time Span= 0.00-300.00 hrs, dt= 0.05 hrs / 3 Peak Elev= 954.16' @ 12.17 hrs Surf.Area= 247 sf Storage= 90 cf Plug-Flow detention time= 266.9 min calculated for 0.026 af (100% of inflow) Center-of-Mass det. time= 268.9 min ( 1,039.8 - 770.8 ) Volume Invert Avail.Storage Storage Description 1 953.00' 577 cf Custom Stage Data (Prismatic) Listed below (Recalc) Elevation Surf.Area Inc.Store Cum.Store feet) (sq-ft) (cubic-feet) (cubic-feet) 953.00 5 0 0 953.50 40 11 11 954.00 145 46 58 954.25 300 56 113 954.50 450 94 207 955.00 1,030 370 577 Device Routing Invert Outlet Devices 1 Discarded 953.00'0.060 in/hr Exfiltration over Surface area 2 Primary 954.05'5.0' long x 5.0' breadth Broad-Crested Rectangular Weir Head (feet) 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60 1.80 2.00 2.50 3.00 3.50 4.00 4.50 5.00 5.50 Coef. (English) 2.34 2.50 2.70 2.68 2.68 2.66 2.65 2.65 2.65 2.65 2.67 2.66 2.68 2.70 2.74 2.79 2.88 Discarded OutFlow Max=0.00 cfs @ 12.17 hrs HW=954.16' (Free Discharge) 1=Exfiltration (Exfiltration Controls 0.00 cfs) Primary OutFlow Max=0.44 cfs @ 12.17 hrs HW=954.16' TW=0.00' (Dynamic Tailwater) 2=Broad-Crested Rectangular Weir (Weir Controls 0.44 cfs @ 0.78 fps) 349595 MSE 24-hr 3 100-Year Rainfall=7.41", AMC=321602 - EXISTING 22 11-21 Printed 12/13/2022PreparedbyLoucks & Associates Page55HydroCAD® 10.20-2d s/n 02676 © 2021 HydroCAD Software Solutions LLC Summary for Subcatchment 2-D: Runoff = 22.97 cfs @ 12.20 hrs, Volume= 1.540 af, Depth= 6.81" Routed to Pond Ditch-2 : (new Pond) Runoff by SCS TR-20 method, UH=SCS, Split Pervious/Imperv., Time Span= 0.00-300.00 hrs, dt= 0.05 hrs MSE 24-hr 3 100-Year Rainfall=7.41", AMC=3 Area (ac) CN Adj Description 2.363 89 Row crops, straight row, Good, HSG D 0.100 79 Woods/grass comb., Good, HSG D 0.250 78 Meadow, non-grazed, HSG D 0.000 98 2.713 88 95 Weighted Average, AMC Adjusted 2.713 88 95 100.00% Pervious Area, AMC Adjusted Tc Length Slope Velocity Capacity Description min) (feet) (ft/ft) (ft/sec) (cfs) 8.0 100 0.0500 0.21 Sheet Flow, Cultivated: Residue>20% n= 0.170 P2= 2.84" 4.5 420 0.0300 1.56 Shallow Concentrated Flow, Cultivated Straight Rows Kv= 9.0 fps 12.5 520 Total Summary for Subcatchment 500: (new Subcat) Runoff = 26.50 cfs @ 12.35 hrs, Volume= 2.499 af, Depth= 6.86" Routed to Pond P5 : (new Pond) Runoff by SCS TR-20 method, UH=SCS, Split Pervious/Imperv., Time Span= 0.00-300.00 hrs, dt= 0.05 hrs MSE 24-hr 3 100-Year Rainfall=7.41", AMC=3 Area (ac) CN Adj Description 2.123 98 0.758 80 >75% Grass cover, Good, HSG D 0.300 98 Water Surface, 0% imp, HSG D 1.189 78 Meadow, non-grazed, HSG D 4.370 89 96 Weighted Average, AMC Adjusted 2.247 81 92 51.42% Pervious Area, AMC Adjusted 2.123 98 99 48.58% Impervious Area, AMC Adjusted 350596 MSE 24-hr 3 100-Year Rainfall=7.41", AMC=321602 - EXISTING 22 11-21 Printed 12/13/2022PreparedbyLoucks & Associates Page56HydroCAD® 10.20-2d s/n 02676 © 2021 HydroCAD Software Solutions LLC Tc Length Slope Velocity Capacity Description min) (feet) (ft/ft) (ft/sec) (cfs) 1.7 15 0.3000 0.14 Sheet Flow, Grass: Bermuda n= 0.410 P2= 2.84" 22.9 85 0.0150 0.06 Sheet Flow, Grass: Bermuda n= 0.410 P2= 2.84" 0.4 70 0.0300 2.60 Shallow Concentrated Flow, Grassed Waterway Kv= 15.0 fps 0.3 98 0.0120 4.97 3.90 Pipe Channel, 12.0" Round Area= 0.8 sf Perim= 3.1' r= 0.25' n= 0.013 25.3 268 Total Summary for Subcatchment 501: (new Subcat) Runoff = 10.37 cfs @ 12.53 hrs, Volume= 1.215 af, Depth= 6.41" Routed to Pond P5 : (new Pond) Runoff by SCS TR-20 method, UH=SCS, Split Pervious/Imperv., Time Span= 0.00-300.00 hrs, dt= 0.05 hrs MSE 24-hr 3 100-Year Rainfall=7.41", AMC=3 Area (ac) CN Adj Description 0.389 98 1.787 78 Meadow, non-grazed, HSG D 0.100 80 >75% Grass cover, Good, HSG D 2.276 82 92 Weighted Average, AMC Adjusted 1.887 78 90 82.91% Pervious Area, AMC Adjusted 0.389 98 99 17.09% Impervious Area, AMC Adjusted Tc Length Slope Velocity Capacity Description min) (feet) (ft/ft) (ft/sec) (cfs) 30.7 100 0.0100 0.05 Sheet Flow, Grass: Bermuda n= 0.410 P2= 2.84" 9.1 815 0.0100 1.50 Shallow Concentrated Flow, Grassed Waterway Kv= 15.0 fps 39.8 915 Total Summary for Subcatchment COULTER: (new Subcat) Runoff = 9.63 cfs @ 12.17 hrs, Volume= 0.593 af, Depth= 6.58" Routed to Reach COULT BLVD : (new Reach) Runoff by SCS TR-20 method, UH=SCS, Split Pervious/Imperv., Time Span= 0.00-300.00 hrs, dt= 0.05 hrs MSE 24-hr 3 100-Year Rainfall=7.41", AMC=3 351597 MSE 24-hr 3 100-Year Rainfall=7.41", AMC=321602 - EXISTING 22 11-21 Printed 12/13/2022PreparedbyLoucks & Associates Page57HydroCAD® 10.20-2d s/n 02676 © 2021 HydroCAD Software Solutions LLC Area (ac) CN Adj Description 0.006 98 0.968 85 Legumes, straight row, Good, HSG D 0.108 79 Woods/grass comb., Good, HSG D 1.082 84 93 Weighted Average, AMC Adjusted 1.076 84 93 99.45% Pervious Area, AMC Adjusted 0.006 98 99 0.55% Impervious Area, AMC Adjusted Tc Length Slope Velocity Capacity Description min) (feet) (ft/ft) (ft/sec) (cfs) 8.0 100 0.0500 0.21 Sheet Flow, Cultivated: Residue>20% n= 0.170 P2= 2.84" 0.8 100 0.0500 2.01 Shallow Concentrated Flow, Cultivated Straight Rows Kv= 9.0 fps 1.5 150 0.0350 1.68 Shallow Concentrated Flow, Cultivated Straight Rows Kv= 9.0 fps 10.3 350 Total Summary for Subcatchment CR-N: (new Subcat) Runoff = 35.61 cfs @ 12.27 hrs, Volume= 2.715 af, Depth= 6.23" Routed to Reach CR-NORTH : (new Reach) Runoff by SCS TR-20 method, UH=SCS, Split Pervious/Imperv., Time Span= 0.00-300.00 hrs, dt= 0.05 hrs MSE 24-hr 3 100-Year Rainfall=7.41", AMC=3 Area (ac) CN Adj Description 0.000 89 Row crops, straight row, Good, HSG D 0.870 79 Woods/grass comb., Good, HSG D 4.364 78 Meadow, non-grazed, HSG D 0.000 98 5.234 78 90 Weighted Average, AMC Adjusted 5.234 78 90 100.00% Pervious Area, AMC Adjusted Tc Length Slope Velocity Capacity Description min) (feet) (ft/ft) (ft/sec) (cfs) 14.1 100 0.0700 0.12 Sheet Flow, Grass: Bermuda n= 0.410 P2= 2.84" 1.9 200 0.0600 1.71 Shallow Concentrated Flow, Short Grass Pasture Kv= 7.0 fps 2.5 200 0.0350 1.31 Shallow Concentrated Flow, Short Grass Pasture Kv= 7.0 fps 18.5 500 Total 352598 MSE 24-hr 3 100-Year Rainfall=7.41", AMC=321602 - EXISTING 22 11-21 Printed 12/13/2022PreparedbyLoucks & Associates Page58HydroCAD® 10.20-2d s/n 02676 © 2021 HydroCAD Software Solutions LLC Summary for Subcatchment CR-S: (new Subcat) Runoff = 44.29 cfs @ 12.27 hrs, Volume= 3.381 af, Depth= 6.23" Routed to Reach CR-SOUTH : (new Reach) Runoff by SCS TR-20 method, UH=SCS, Split Pervious/Imperv., Time Span= 0.00-300.00 hrs, dt= 0.05 hrs MSE 24-hr 3 100-Year Rainfall=7.41", AMC=3 Area (ac) CN Adj Description 0.000 89 Row crops, straight row, Good, HSG D 0.800 79 Woods/grass comb., Good, HSG D 5.658 78 Meadow, non-grazed, HSG D 0.050 98 6.508 78 90 Weighted Average, AMC Adjusted 6.458 78 90 99.23% Pervious Area, AMC Adjusted 0.050 98 99 0.77% Impervious Area, AMC Adjusted Tc Length Slope Velocity Capacity Description min) (feet) (ft/ft) (ft/sec) (cfs) 14.1 100 0.0700 0.12 Sheet Flow, Grass: Bermuda n= 0.410 P2= 2.84" 1.9 200 0.0600 1.71 Shallow Concentrated Flow, Short Grass Pasture Kv= 7.0 fps 2.5 200 0.0350 1.31 Shallow Concentrated Flow, Short Grass Pasture Kv= 7.0 fps 18.5 500 Total Summary for Subcatchment L-D: Runoff = 8.71 cfs @ 12.20 hrs, Volume= 0.562 af, Depth= 6.34" Routed to Reach Ditch-W : Runoff by SCS TR-20 method, UH=SCS, Split Pervious/Imperv., Time Span= 0.00-300.00 hrs, dt= 0.05 hrs MSE 24-hr 3 100-Year Rainfall=7.41", AMC=3 Area (ac) CN Adj Description 0.193 89 Row crops, straight row, Good, HSG D 0.400 79 Woods/grass comb., Good, HSG D 0.470 78 Meadow, non-grazed, HSG D 0.000 98 1.063 80 91 Weighted Average, AMC Adjusted 1.063 80 91 100.00% Pervious Area, AMC Adjusted Tc Length Slope Velocity Capacity Description min) (feet) (ft/ft) (ft/sec) (cfs) 8.0 100 0.0500 0.21 Sheet Flow, Cultivated: Residue>20% n= 0.170 P2= 2.84" 4.5 420 0.0300 1.56 Shallow Concentrated Flow, Cultivated Straight Rows Kv= 9.0 fps 12.5 520 Total 353599 MSE 24-hr 3 100-Year Rainfall=7.41", AMC=321602 - EXISTING 22 11-21 Printed 12/13/2022PreparedbyLoucks & Associates Page59HydroCAD® 10.20-2d s/n 02676 © 2021 HydroCAD Software Solutions LLC Summary for Subcatchment N100: (new Subcat) Runoff = 137.15 cfs @ 12.37 hrs, Volume= 13.044 af, Depth= 6.70" Routed to Pond North : (new Pond) Runoff by SCS TR-20 method, UH=SCS, Split Pervious/Imperv., Time Span= 0.00-300.00 hrs, dt= 0.05 hrs MSE 24-hr 3 100-Year Rainfall=7.41", AMC=3 Area (ac) CN Adj Description 0.107 98 14.500 89 Row crops, straight row, Good, HSG D 4.600 80 >75% Grass cover, Good, HSG D 4.161 79 Woods/grass comb., Good, HSG D 23.368 85 94 Weighted Average, AMC Adjusted 23.261 85 94 99.54% Pervious Area, AMC Adjusted 0.107 98 99 0.46% Impervious Area, AMC Adjusted Tc Length Slope Velocity Capacity Description min) (feet) (ft/ft) (ft/sec) (cfs) 15.2 100 0.0100 0.11 Sheet Flow, Cultivated: Residue>20% n= 0.170 P2= 2.84" 11.6 1,200 0.0370 1.73 Shallow Concentrated Flow, Cultivated Straight Rows Kv= 9.0 fps 26.8 1,300 Total Summary for Subcatchment O-CRK: (new Subcat) Runoff = 2.55 cfs @ 12.30 hrs, Volume= 0.211 af, Depth= 6.34" Routed to Reach CR-SOUTH : (new Reach) Runoff by SCS TR-20 method, UH=SCS, Split Pervious/Imperv., Time Span= 0.00-300.00 hrs, dt= 0.05 hrs MSE 24-hr 3 100-Year Rainfall=7.41", AMC=3 Area (ac) CN Adj Description 0.399 79 Woods/grass comb., Good, HSG D 0.399 79 91 Weighted Average, AMC Adjusted 0.399 79 91 100.00% Pervious Area, AMC Adjusted Tc Length Slope Velocity Capacity Description min) (feet) (ft/ft) (ft/sec) (cfs) 14.7 100 0.0600 0.11 Sheet Flow, Woods: Light underbrush n= 0.400 P2= 2.84" 1.4 100 0.0600 1.22 Shallow Concentrated Flow, Woodland Kv= 5.0 fps 2.9 300 0.0620 1.74 Shallow Concentrated Flow, Short Grass Pasture Kv= 7.0 fps 2.5 200 0.0350 1.31 Shallow Concentrated Flow, Short Grass Pasture Kv= 7.0 fps 21.5 700 Total 354600 MSE 24-hr 3 100-Year Rainfall=7.41", AMC=321602 - EXISTING 22 11-21 Printed 12/13/2022PreparedbyLoucks & Associates Page60HydroCAD® 10.20-2d s/n 02676 © 2021 HydroCAD Software Solutions LLC Summary for Subcatchment O-DTCH: Runoff = 3.71 cfs @ 12.27 hrs, Volume= 0.289 af, Depth= 6.34" Routed to Pond Ditch-2 : (new Pond) Runoff by SCS TR-20 method, UH=SCS, Split Pervious/Imperv., Time Span= 0.00-300.00 hrs, dt= 0.05 hrs MSE 24-hr 3 100-Year Rainfall=7.41", AMC=3 Area (ac) CN Adj Description 0.547 79 Woods/grass comb., Good, HSG D 0.547 79 91 Weighted Average, AMC Adjusted 0.547 79 91 100.00% Pervious Area, AMC Adjusted Tc Length Slope Velocity Capacity Description min) (feet) (ft/ft) (ft/sec) (cfs) 13.8 100 0.0700 0.12 Sheet Flow, Woods: Light underbrush n= 0.400 P2= 2.84" 0.8 100 0.0500 2.01 Shallow Concentrated Flow, Cultivated Straight Rows Kv= 9.0 fps 4.5 420 0.0300 1.56 Shallow Concentrated Flow, Cultivated Straight Rows Kv= 9.0 fps 19.1 620 Total Summary for Subcatchment S-C: (new Subcat) Runoff = 4.32 cfs @ 12.28 hrs, Volume= 0.340 af, Depth= 6.34" Routed to Reach CR-NORTH : (new Reach) Runoff by SCS TR-20 method, UH=SCS, Split Pervious/Imperv., Time Span= 0.00-300.00 hrs, dt= 0.05 hrs MSE 24-hr 3 100-Year Rainfall=7.41", AMC=3 Area (ac) CN Adj Description 0.644 80 Pasture/grassland/range, Good, HSG D 0.644 80 91 Weighted Average, AMC Adjusted 0.644 80 91 100.00% Pervious Area, AMC Adjusted Tc Length Slope Velocity Capacity Description min) (feet) (ft/ft) (ft/sec) (cfs) 15.0 100 0.0600 0.11 Sheet Flow, Grass: Bermuda n= 0.410 P2= 2.84" 1.9 200 0.0600 1.71 Shallow Concentrated Flow, Short Grass Pasture Kv= 7.0 fps 2.5 200 0.0350 1.31 Shallow Concentrated Flow, Short Grass Pasture Kv= 7.0 fps 19.4 500 Total 355601 MSE 24-hr 3 100-Year Rainfall=7.41", AMC=321602 - EXISTING 22 11-21 Printed 12/13/2022PreparedbyLoucks & Associates Page61HydroCAD® 10.20-2d s/n 02676 © 2021 HydroCAD Software Solutions LLC Summary for Subcatchment W1: (new Subcat) Runoff = 10.43 cfs @ 12.20 hrs, Volume= 0.685 af, Depth= 6.58" Routed to Pond WET1 : (new Pond) Runoff by SCS TR-20 method, UH=SCS, Split Pervious/Imperv., Time Span= 0.00-300.00 hrs, dt= 0.05 hrs MSE 24-hr 3 100-Year Rainfall=7.41", AMC=3 Area (ac) CN Adj Description 0.603 89 Row crops, straight row, Good, HSG D 0.647 79 Woods/grass comb., Good, HSG D 1.250 84 93 Weighted Average, AMC Adjusted 1.250 84 93 100.00% Pervious Area, AMC Adjusted Tc Length Slope Velocity Capacity Description min) (feet) (ft/ft) (ft/sec) (cfs) 9.8 100 0.0300 0.17 Sheet Flow, Cultivated: Residue>20% n= 0.170 P2= 2.84" 2.7 80 0.0030 0.49 Shallow Concentrated Flow, Cultivated Straight Rows Kv= 9.0 fps 12.5 180 Total Summary for Subcatchment W100: (new Subcat) Runoff = 73.36 cfs @ 12.32 hrs, Volume= 6.179 af, Depth= 6.29" Routed to Pond WET1 : (new Pond) Runoff by SCS TR-20 method, UH=SCS, Split Pervious/Imperv., Time Span= 0.00-300.00 hrs, dt= 0.05 hrs MSE 24-hr 3 100-Year Rainfall=7.41", AMC=3 Area (ac) CN Adj Description 11.109 78 Meadow, non-grazed, HSG D 0.685 98 11.794 79 91 Weighted Average, AMC Adjusted 11.109 78 90 94.19% Pervious Area, AMC Adjusted 0.685 98 99 5.81% Impervious Area, AMC Adjusted Tc Length Slope Velocity Capacity Description min) (feet) (ft/ft) (ft/sec) (cfs) 17.6 100 0.0400 0.09 Sheet Flow, Grass: Bermuda n= 0.410 P2= 2.84" 1.8 150 0.0400 1.40 Shallow Concentrated Flow, Short Grass Pasture Kv= 7.0 fps 3.2 570 0.0400 3.00 Shallow Concentrated Flow, Grassed Waterway Kv= 15.0 fps 22.6 820 Total 356602 MSE 24-hr 3 100-Year Rainfall=7.41", AMC=321602 - EXISTING 22 11-21 Printed 12/13/2022PreparedbyLoucks & Associates Page62HydroCAD® 10.20-2d s/n 02676 © 2021 HydroCAD Software Solutions LLC Summary for Subcatchment W110: (new Subcat) Runoff = 11.63 cfs @ 12.29 hrs, Volume= 0.928 af, Depth= 6.34" Routed to Pond DITCH : (new Pond) Runoff by SCS TR-20 method, UH=SCS, Split Pervious/Imperv., Time Span= 0.00-300.00 hrs, dt= 0.05 hrs MSE 24-hr 3 100-Year Rainfall=7.41", AMC=3 Area (ac) CN Adj Description 1.755 79 Woods/grass comb., Good, HSG D 0.000 98 1.755 79 91 Weighted Average, AMC Adjusted 1.755 79 91 100.00% Pervious Area, AMC Adjusted Tc Length Slope Velocity Capacity Description min) (feet) (ft/ft) (ft/sec) (cfs) 16.1 100 0.0500 0.10 Sheet Flow, Grass: Bermuda n= 0.410 P2= 2.84" 2.2 400 0.0400 3.00 Shallow Concentrated Flow, Grassed Waterway Kv= 15.0 fps 1.6 150 0.0300 1.56 Shallow Concentrated Flow, Cultivated Straight Rows Kv= 9.0 fps 19.9 650 Total Summary for Subcatchment W1D: (new Subcat) Runoff = 30.73 cfs @ 12.21 hrs, Volume= 2.155 af, Depth= 6.81" Routed to Pond DITCH : (new Pond) Runoff by SCS TR-20 method, UH=SCS, Split Pervious/Imperv., Time Span= 0.00-300.00 hrs, dt= 0.05 hrs MSE 24-hr 3 100-Year Rainfall=7.41", AMC=3 Area (ac) CN Adj Description 0.239 79 Woods/grass comb., Good, HSG D 3.557 89 Row crops, straight row, Good, HSG D 3.796 88 95 Weighted Average, AMC Adjusted 3.796 88 95 100.00% Pervious Area, AMC Adjusted Tc Length Slope Velocity Capacity Description min) (feet) (ft/ft) (ft/sec) (cfs) 9.2 100 0.0350 0.18 Sheet Flow, Cultivated: Residue>20% n= 0.170 P2= 2.84" 4.7 400 0.0250 1.42 Shallow Concentrated Flow, Cultivated Straight Rows Kv= 9.0 fps 13.9 500 Total 357603 MSE 24-hr 3 100-Year Rainfall=7.41", AMC=321602 - EXISTING 22 11-21 Printed 12/13/2022PreparedbyLoucks & Associates Page63HydroCAD® 10.20-2d s/n 02676 © 2021 HydroCAD Software Solutions LLC Summary for Subcatchment W2: (new Subcat) Runoff = 0.83 cfs @ 12.15 hrs, Volume= 0.049 af, Depth= 6.70" Routed to Pond WET2 : (new Pond) Runoff by SCS TR-20 method, UH=SCS, Split Pervious/Imperv., Time Span= 0.00-300.00 hrs, dt= 0.05 hrs MSE 24-hr 3 100-Year Rainfall=7.41", AMC=3 Area (ac) CN Adj Description 0.034 80 Pasture/grassland/range, Good, HSG D 0.053 89 Row crops, straight row, Good, HSG D 0.087 85 94 Weighted Average, AMC Adjusted 0.087 85 94 100.00% Pervious Area, AMC Adjusted Tc Length Slope Velocity Capacity Description min) (feet) (ft/ft) (ft/sec) (cfs) 8.7 50 0.0100 0.10 Sheet Flow, Cultivated: Residue>20% n= 0.170 P2= 2.84" Summary for Subcatchment W2M: Runoff = 12.00 cfs @ 12.30 hrs, Volume= 1.025 af, Depth= 6.82" Routed to Pond WET1 : (new Pond) Runoff by SCS TR-20 method, UH=SCS, Split Pervious/Imperv., Time Span= 0.00-300.00 hrs, dt= 0.05 hrs MSE 24-hr 3 100-Year Rainfall=7.41", AMC=3 Area (ac) CN Adj Description 0.905 98 0.900 80 Pasture/grassland/range, Good, HSG D 1.805 89 96 Weighted Average, AMC Adjusted 0.900 80 91 49.86% Pervious Area, AMC Adjusted 0.905 98 99 50.14% Impervious Area, AMC Adjusted Tc Length Slope Velocity Capacity Description min) (feet) (ft/ft) (ft/sec) (cfs) 15.1 100 0.0200 0.11 Sheet Flow, Grass: Dense n= 0.240 P2= 2.84" 6.0 770 0.0200 2.12 Shallow Concentrated Flow, Grassed Waterway Kv= 15.0 fps 21.1 870 Total Summary for Reach 1R: (new Reach) Inflow Area = 68.691 ac, 6.21% Impervious, Inflow Depth = 6.50" for 100-Year event Inflow = 233.90 cfs @ 12.27 hrs, Volume= 37.212 af Outflow = 233.90 cfs @ 12.27 hrs, Volume= 37.212 af, Atten= 0%, Lag= 0.0 min 358604 MSE 24-hr 3 100-Year Rainfall=7.41", AMC=321602 - EXISTING 22 11-21 Printed 12/13/2022PreparedbyLoucks & Associates Page64HydroCAD® 10.20-2d s/n 02676 © 2021 HydroCAD Software Solutions LLC Routing by Dyn-Stor-Ind method, Time Span= 0.00-300.00 hrs, dt= 0.05 hrs / 3 Summary for Reach COULT BLVD: (new Reach) Inflow Area = 1.169 ac, 0.51% Impervious, Inflow Depth = 6.57" for 100-Year event Inflow = 10.45 cfs @ 12.17 hrs, Volume= 0.640 af Outflow = 10.45 cfs @ 12.17 hrs, Volume= 0.640 af, Atten= 0%, Lag= 0.0 min Routed to Reach 1R : (new Reach) Routing by Dyn-Stor-Ind method, Time Span= 0.00-300.00 hrs, dt= 0.05 hrs / 3 Summary for Reach CR: (new Reach) Inflow Area = 67.522 ac, 6.31% Impervious, Inflow Depth = 6.50" for 100-Year event Inflow = 226.88 cfs @ 12.27 hrs, Volume= 36.572 af Outflow = 226.88 cfs @ 12.27 hrs, Volume= 36.572 af, Atten= 0%, Lag= 0.0 min Routed to Reach 1R : (new Reach) Routing by Dyn-Stor-Ind method, Time Span= 0.00-300.00 hrs, dt= 0.05 hrs / 3 Summary for Reach CR-NORTH: (new Reach) Inflow Area = 5.878 ac, 0.00% Impervious, Inflow Depth = 6.24" for 100-Year event Inflow = 39.93 cfs @ 12.27 hrs, Volume= 3.056 af Outflow = 39.93 cfs @ 12.27 hrs, Volume= 3.056 af, Atten= 0%, Lag= 0.0 min Routed to Reach CR : (new Reach) Routing by Dyn-Stor-Ind method, Time Span= 0.00-300.00 hrs, dt= 0.05 hrs / 3 Summary for Reach CR-SOUTH: (new Reach) Inflow Area = 61.644 ac, 6.91% Impervious, Inflow Depth = 6.52" for 100-Year event Inflow = 186.97 cfs @ 12.27 hrs, Volume= 33.516 af Outflow = 186.97 cfs @ 12.27 hrs, Volume= 33.516 af, Atten= 0%, Lag= 0.0 min Routed to Reach CR : (new Reach) Routing by Dyn-Stor-Ind method, Time Span= 0.00-300.00 hrs, dt= 0.05 hrs / 3 Summary for Reach Ditch-W: Inflow Area = 54.737 ac, 7.69% Impervious, Inflow Depth = 6.56" for 100-Year event Inflow = 140.17 cfs @ 12.27 hrs, Volume= 29.925 af Outflow = 139.51 cfs @ 12.28 hrs, Volume= 29.925 af, Atten= 0%, Lag= 0.5 min Routed to Reach CR-SOUTH : (new Reach) Routing by Dyn-Stor-Ind method, Time Span= 0.00-300.00 hrs, dt= 0.05 hrs / 3 Max. Velocity= 11.76 fps, Min. Travel Time= 0.4 min Avg. Velocity = 3.26 fps, Avg. Travel Time= 1.6 min 359605 MSE 24-hr 3 100-Year Rainfall=7.41", AMC=321602 - EXISTING 22 11-21 Printed 12/13/2022PreparedbyLoucks & Associates Page65HydroCAD® 10.20-2d s/n 02676 © 2021 HydroCAD Software Solutions LLC Peak Storage= 3,736 cf @ 12.28 hrs Average Depth at Peak Storage= 1.58' , Surface Width= 10.53' Bank-Full Depth= 7.12' Flow Area= 101.4 sf, Capacity= 2,603.26 cfs Custom cross-section, Length= 315.0' Slope= 0.0371 '/' (106 Elevation Intervals) Constant n= 0.025 Earth, clean & winding Inlet Invert= 939.70', Outlet Invert= 928.00' Offset Elevation Chan.Depth feet) (feet) (feet) 0.00 939.00 0.00 3.50 938.00 1.00 5.00 937.00 2.00 5.85 936.00 3.00 6.70 935.00 4.00 7.60 934.00 5.00 8.55 933.00 6.00 9.80 932.00 7.00 11.70 931.88 7.12 14.00 932.00 7.00 18.20 933.00 6.00 19.15 934.00 5.00 20.00 935.00 4.00 21.00 936.00 3.00 22.00 937.00 2.00 23.30 938.00 1.00 25.20 939.00 0.00 Depth End Area Perim. Width Storage Discharge feet) (sq-ft) (feet) (feet) (cubic-feet) (cfs) 0.00 0.0 0.0 0.0 0 0.00 0.12 0.3 4.2 4.2 79 0.44 1.12 7.2 10.1 9.6 2,261 65.36 2.12 17.8 12.9 11.5 5,600 252.40 3.12 30.2 15.5 13.3 9,514 538.78 4.12 44.4 18.3 15.2 13,995 920.37 5.12 60.5 21.0 17.0 19,058 1,403.54 6.12 78.9 24.4 19.8 24,854 1,974.12 7.12 101.4 30.2 25.2 31,942 2,603.26 360606 MSE 24-hr 3 100-Year Rainfall=7.41", AMC=321602 - EXISTING 22 11-21 Printed 12/13/2022PreparedbyLoucks & Associates Page66HydroCAD® 10.20-2d s/n 02676 © 2021 HydroCAD Software Solutions LLC Summary for Reach DTCH: Bank-Full Depth= 4.00' Flow Area= 115.0 sf, Capacity= 131.36 cfs Custom cross-section, Length= 395.0' Slope= 0.0117 '/' (102 Elevation Intervals) Constant n= 0.240 Sheet flow over Dense Grass Inlet Invert= 953.00', Outlet Invert= 948.39' Offset Elevation Chan.Depth feet) (feet) (feet) 0.00 4.00 0.00 7.00 3.00 1.00 13.00 1.25 2.75 14.00 1.00 3.00 16.10 0.68 3.32 23.10 0.41 3.59 29.00 0.00 4.00 36.00 1.00 3.00 37.70 1.25 2.75 43.70 3.00 1.00 50.70 4.00 0.00 Depth End Area Perim. Width Storage Discharge feet) (sq-ft) (feet) (feet) (cubic-feet) (cfs) 0.00 0.0 0.0 0.0 0 0.00 0.41 1.8 8.8 8.8 710 0.42 0.68 5.4 17.7 17.7 2,120 1.62 1.00 11.7 22.1 22.0 4,626 5.13 1.25 17.5 24.9 24.7 6,932 9.31 3.00 71.3 37.4 36.7 28,153 73.33 4.00 115.0 51.5 50.7 45,415 131.36 Summary for Pond DITCH: (new Pond) Inflow Area = 50.414 ac, 8.35% Impervious, Inflow Depth = 6.56" for 100-Year event Inflow = 117.12 cfs @ 12.42 hrs, Volume= 27.539 af Outflow = 117.12 cfs @ 12.43 hrs, Volume= 27.539 af, Atten= 0%, Lag= 0.3 min Discarded = 0.01 cfs @ 12.43 hrs, Volume= 0.005 af Primary = 117.11 cfs @ 12.43 hrs, Volume= 27.534 af Routed to Pond Ditch-2 : (new Pond) Routing by Dyn-Stor-Ind method, Time Span= 0.00-300.00 hrs, dt= 0.05 hrs / 3 361607 MSE 24-hr 3 100-Year Rainfall=7.41", AMC=321602 - EXISTING 22 11-21 Printed 12/13/2022PreparedbyLoucks & Associates Page67HydroCAD® 10.20-2d s/n 02676 © 2021 HydroCAD Software Solutions LLC Peak Elev= 949.39' @ 12.43 hrs Surf.Area= 6,062 sf Storage= 2,406 cf Plug-Flow detention time= 0.5 min calculated for 27.534 af (100% of inflow) Center-of-Mass det. time= 0.5 min ( 832.2 - 831.7 ) Volume Invert Avail.Storage Storage Description 1 948.39' 106,486 cf Custom Stage Data (Prismatic) Listed below (Recalc) Elevation Surf.Area Inc.Store Cum.Store feet) (sq-ft) (cubic-feet) (cubic-feet) 948.39 85 0 0 948.50 700 43 43 949.00 2,290 748 791 950.00 12,040 7,165 7,956 951.00 24,550 18,295 26,251 952.00 39,960 32,255 58,506 953.00 56,000 47,980 106,486 Device Routing Invert Outlet Devices 1 Discarded 948.39'0.060 in/hr Exfiltration over Surface area 2 Primary 948.39'Asymmetrical Weir, C= 3.27 Offset (feet) 0.00 24.00 55.00 60.00 68.00 71.00 110.00 140.00 Height (feet) 1.61 0.61 0.50 0.00 0.00 0.50 0.61 1.61 Discarded OutFlow Max=0.01 cfs @ 12.43 hrs HW=949.39' (Free Discharge) 1=Exfiltration (Exfiltration Controls 0.01 cfs) Primary OutFlow Max=116.95 cfs @ 12.43 hrs HW=949.39' TW=945.03' (Dynamic Tailwater) 2=Asymmetrical Weir (Weir Controls 116.95 cfs @ 1.99 fps) Summary for Pond Ditch-2: (new Pond) Inflow Area = 53.674 ac, 7.84% Impervious, Inflow Depth = 6.56" for 100-Year event Inflow = 132.77 cfs @ 12.30 hrs, Volume= 29.364 af Outflow = 132.84 cfs @ 12.30 hrs, Volume= 29.364 af, Atten= 0%, Lag= 0.2 min Discarded = 0.00 cfs @ 12.30 hrs, Volume= 0.001 af Primary = 132.84 cfs @ 12.30 hrs, Volume= 29.363 af Routed to Reach Ditch-W : Routing by Dyn-Stor-Ind method, Time Span= 0.00-300.00 hrs, dt= 0.05 hrs / 3 Peak Elev= 945.07' @ 12.30 hrs Surf.Area= 1,421 sf Storage= 1,524 cf Plug-Flow detention time= 0.2 min calculated for 29.359 af (100% of inflow) Center-of-Mass det. time= 0.2 min ( 828.0 - 827.8 ) Volume Invert Avail.Storage Storage Description 1 942.69' 139,764 cf Custom Stage Data (Prismatic) Listed below (Recalc) 362608 MSE 24-hr 3 100-Year Rainfall=7.41", AMC=321602 - EXISTING 22 11-21 Printed 12/13/2022PreparedbyLoucks & Associates Page68HydroCAD® 10.20-2d s/n 02676 © 2021 HydroCAD Software Solutions LLC Elevation Surf.Area Inc.Store Cum.Store feet) (sq-ft) (cubic-feet) (cubic-feet) 942.69 25 0 0 943.00 50 12 12 943.34 300 60 71 943.60 525 107 178 944.00 630 231 409 945.00 1,400 1,015 1,424 946.00 1,700 1,550 2,974 947.00 2,000 1,850 4,824 948.00 4,040 3,020 7,844 949.00 12,400 8,220 16,064 950.00 25,000 18,700 34,764 952.00 80,000 105,000 139,764 Device Routing Invert Outlet Devices 1 Discarded 942.69'0.060 in/hr Exfiltration over Surface area 2 Primary 942.69'Asymmetrical Weir, C= 3.27 Offset (feet) 0.00 15.00 29.00 30.00 31.30 32.50 33.50 34.00 38.00 49.00 51.50 54.00 56.50 73.00 100.00 Height (feet) 6.31 5.31 4.31 3.31 2.31 1.31 0.31 0.00 0.31 1.31 2.31 3.31 4.31 5.31 6.31 Discarded OutFlow Max=0.00 cfs @ 12.30 hrs HW=945.07' (Free Discharge) 1=Exfiltration (Exfiltration Controls 0.00 cfs) Primary OutFlow Max=132.81 cfs @ 12.30 hrs HW=945.07' TW=941.28' (Dynamic Tailwater) 2=Asymmetrical Weir (Weir Controls 132.81 cfs @ 3.36 fps) Summary for Pond North: (new Pond) Inflow Area = 23.368 ac, 0.46% Impervious, Inflow Depth = 6.70" for 100-Year event Inflow = 137.15 cfs @ 12.37 hrs, Volume= 13.044 af Outflow = 41.83 cfs @ 12.86 hrs, Volume= 13.044 af, Atten= 69%, Lag= 29.7 min Discarded = 0.15 cfs @ 12.86 hrs, Volume= 0.083 af Primary = 41.68 cfs @ 12.86 hrs, Volume= 12.960 af Routed to Pond WET1 : (new Pond) Routing by Dyn-Stor-Ind method, Time Span= 0.00-300.00 hrs, dt= 0.05 hrs / 3 Peak Elev= 959.00' @ 12.86 hrs Surf.Area= 110,626 sf Storage= 218,598 cf Plug-Flow detention time= 65.0 min calculated for 13.041 af (100% of inflow) Center-of-Mass det. time= 65.1 min ( 841.4 - 776.3 ) Volume Invert Avail.Storage Storage Description 1 955.00' 341,830 cf Custom Stage Data (Prismatic) Listed below (Recalc) 363609 MSE 24-hr 3 100-Year Rainfall=7.41", AMC=321602 - EXISTING 22 11-21 Printed 12/13/2022PreparedbyLoucks & Associates Page69HydroCAD® 10.20-2d s/n 02676 © 2021 HydroCAD Software Solutions LLC Elevation Surf.Area Inc.Store Cum.Store feet) (sq-ft) (cubic-feet) (cubic-feet) 955.00 8,000 0 0 956.00 20,320 14,160 14,160 958.00 86,000 106,320 120,480 960.00 135,350 221,350 341,830 Device Routing Invert Outlet Devices 1 Primary 955.00'33.0" Round Culvert L= 82.0' Ke= 0.500 Inlet / Outlet Invert= 955.00' / 954.59' S= 0.0050 '/' Cc= 0.900 n= 0.013, Flow Area= 5.94 sf 2 Discarded 955.00'0.060 in/hr Exfiltration over Surface area Discarded OutFlow Max=0.15 cfs @ 12.86 hrs HW=959.00' (Free Discharge) 2=Exfiltration (Exfiltration Controls 0.15 cfs) Primary OutFlow Max=41.67 cfs @ 12.86 hrs HW=959.00' TW=955.39' (Dynamic Tailwater) 1=Culvert (Barrel Controls 41.67 cfs @ 7.02 fps) Summary for Pond P5: (new Pond) Inflow Area = 6.646 ac, 37.80% Impervious, Inflow Depth = 6.71" for 100-Year event Inflow = 35.09 cfs @ 12.38 hrs, Volume= 3.715 af Outflow = 9.75 cfs @ 13.02 hrs, Volume= 3.713 af, Atten= 72%, Lag= 38.3 min Primary = 9.75 cfs @ 13.02 hrs, Volume= 3.713 af Routed to Pond WET1 : (new Pond) Routing by Dyn-Stor-Ind method, Time Span= 0.00-300.00 hrs, dt= 0.05 hrs / 3 Starting Elev= 959.00' Surf.Area= 13,050 sf Storage= 30,018 cf Peak Elev= 961.91' @ 13.02 hrs Surf.Area= 33,596 sf Storage= 100,710 cf (70,692 cf above start) Plug-Flow detention time= 231.4 min calculated for 3.023 af (81% of inflow) Center-of-Mass det. time= 125.0 min ( 899.9 - 774.9 ) Volume Invert Avail.Storage Storage Description 1 952.00' 187,617 cf Custom Stage Data (Prismatic) Listed below (Recalc) Elevation Surf.Area Inc.Store Cum.Store feet) (sq-ft) (cubic-feet) (cubic-feet) 952.00 88 0 0 954.00 1,300 1,388 1,388 956.00 3,675 4,975 6,363 958.00 8,970 12,645 19,008 959.00 13,050 11,010 30,018 960.00 22,650 17,850 47,868 960.70 25,750 16,940 64,808 962.00 34,180 38,954 103,762 964.00 49,675 83,855 187,617 Device Routing Invert Outlet Devices 1 Primary 959.00'18.0" Round Culvert L= 192.0' Ke= 0.500 364610 MSE 24-hr 3 100-Year Rainfall=7.41", AMC=321602 - EXISTING 22 11-21 Printed 12/13/2022PreparedbyLoucks & Associates Page70HydroCAD® 10.20-2d s/n 02676 © 2021 HydroCAD Software Solutions LLC Inlet / Outlet Invert= 959.00' / 958.04' S= 0.0050 '/' Cc= 0.900 n= 0.013, Flow Area= 1.77 sf Primary OutFlow Max=9.75 cfs @ 13.02 hrs HW=961.91' TW=955.25' (Dynamic Tailwater) 1=Culvert (Barrel Controls 9.75 cfs @ 5.52 fps) Summary for Pond WET1: (new Pond) Inflow Area = 44.863 ac, 9.38% Impervious, Inflow Depth = 6.57" for 100-Year event Inflow = 130.18 cfs @ 12.33 hrs, Volume= 24.563 af Outflow = 99.55 cfs @ 12.54 hrs, Volume= 24.563 af, Atten= 24%, Lag= 13.1 min Discarded = 0.09 cfs @ 12.54 hrs, Volume= 0.108 af Primary = 99.47 cfs @ 12.54 hrs, Volume= 24.456 af Routed to Pond DITCH : (new Pond) Routing by Dyn-Stor-Ind method, Time Span= 0.00-300.00 hrs, dt= 0.05 hrs / 3 Peak Elev= 955.60' @ 12.54 hrs Surf.Area= 63,737 sf Storage= 89,212 cf Plug-Flow detention time= 18.6 min calculated for 24.559 af (100% of inflow) Center-of-Mass det. time= 18.8 min ( 848.0 - 829.2 ) Volume Invert Avail.Storage Storage Description 1 952.75' 199,923 cf Custom Stage Data (Prismatic) Listed below (Recalc) Elevation Surf.Area Inc.Store Cum.Store feet) (sq-ft) (cubic-feet) (cubic-feet) 952.75 20 0 0 953.00 3,000 378 378 954.00 26,515 14,758 15,135 955.00 52,030 39,273 54,408 956.00 71,500 61,765 116,173 957.00 96,000 83,750 199,923 Device Routing Invert Outlet Devices 1 Discarded 952.75'0.060 in/hr Exfiltration over Surface area 2 Primary 953.18'10.0' long x 10.0' breadth Broad-Crested Rectangular Weir Head (feet) 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60 Coef. (English) 2.49 2.56 2.70 2.69 2.68 2.69 2.67 2.64 Discarded OutFlow Max=0.09 cfs @ 12.54 hrs HW=955.60' (Free Discharge) 1=Exfiltration (Exfiltration Controls 0.09 cfs) Primary OutFlow Max=99.40 cfs @ 12.54 hrs HW=955.60' TW=949.38' (Dynamic Tailwater) 2=Broad-Crested Rectangular Weir (Weir Controls 99.40 cfs @ 4.11 fps) 365611 MSE 24-hr 3 100-Year Rainfall=7.41", AMC=321602 - EXISTING 22 11-21 Printed 12/13/2022PreparedbyLoucks & Associates Page71HydroCAD® 10.20-2d s/n 02676 © 2021 HydroCAD Software Solutions LLC Summary for Pond WET2: (new Pond) Inflow Area = 0.087 ac, 0.00% Impervious, Inflow Depth = 6.70" for 100-Year event Inflow = 0.83 cfs @ 12.15 hrs, Volume= 0.049 af Outflow = 0.82 cfs @ 12.17 hrs, Volume= 0.049 af, Atten= 2%, Lag= 0.7 min Discarded = 0.00 cfs @ 12.17 hrs, Volume= 0.002 af Primary = 0.82 cfs @ 12.17 hrs, Volume= 0.047 af Routed to Reach COULT BLVD : (new Reach) Routing by Dyn-Stor-Ind method, Time Span= 0.00-300.00 hrs, dt= 0.05 hrs / 3 Peak Elev= 954.22' @ 12.17 hrs Surf.Area= 281 sf Storage= 104 cf Plug-Flow detention time= 146.9 min calculated for 0.049 af (100% of inflow) Center-of-Mass det. time= 148.9 min ( 908.5 - 759.6 ) Volume Invert Avail.Storage Storage Description 1 953.00' 577 cf Custom Stage Data (Prismatic) Listed below (Recalc) Elevation Surf.Area Inc.Store Cum.Store feet) (sq-ft) (cubic-feet) (cubic-feet) 953.00 5 0 0 953.50 40 11 11 954.00 145 46 58 954.25 300 56 113 954.50 450 94 207 955.00 1,030 370 577 Device Routing Invert Outlet Devices 1 Discarded 953.00'0.060 in/hr Exfiltration over Surface area 2 Primary 954.05'5.0' long x 5.0' breadth Broad-Crested Rectangular Weir Head (feet) 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60 1.80 2.00 2.50 3.00 3.50 4.00 4.50 5.00 5.50 Coef. (English) 2.34 2.50 2.70 2.68 2.68 2.66 2.65 2.65 2.65 2.65 2.67 2.66 2.68 2.70 2.74 2.79 2.88 Discarded OutFlow Max=0.00 cfs @ 12.17 hrs HW=954.22' (Free Discharge) 1=Exfiltration (Exfiltration Controls 0.00 cfs) Primary OutFlow Max=0.79 cfs @ 12.17 hrs HW=954.22' TW=0.00' (Dynamic Tailwater) 2=Broad-Crested Rectangular Weir (Weir Controls 0.79 cfs @ 0.95 fps) 366612 Table ofContents21602 - EXISTING 22 11-21 Printed 12/13/2022PreparedbyLoucks & Associates HydroCAD® 10.20-2d s/n 02676 © 2021 HydroCAD Software Solutions LLC TABLE OF CONTENTS Project Reports 1 Routing Diagram 2 Rainfall Events Listing (selected events) 3 Area Listing (all nodes) 1-Year Event 4 Subcat 2-D: 5 Subcat 500: (new Subcat) 6 Subcat 501: (new Subcat) 6 Subcat COULTER: (new Subcat) 7 Subcat CR-N: (new Subcat) 7 Subcat CR-S: (new Subcat) 8 Subcat L-D: 8 Subcat N100: (new Subcat) 9 Subcat O-CRK: (new Subcat) 9 Subcat O-DTCH: 10 Subcat S-C: (new Subcat) 10 Subcat W1: (new Subcat) 11 Subcat W100: (new Subcat) 11 Subcat W110: (new Subcat) 12 Subcat W1D: (new Subcat) 12 Subcat W2: (new Subcat) 13 Subcat W2M: 13 Reach 1R: (new Reach) 14 Reach COULT BLVD: (new Reach) 14 Reach CR: (new Reach) 14 Reach CR-NORTH: (new Reach) 14 Reach CR-SOUTH: (new Reach) 14 Reach Ditch-W: 15 Reach DTCH: 16 Pond DITCH: (new Pond) 17 Pond Ditch-2: (new Pond) 18 Pond North: (new Pond) 19 Pond P5: (new Pond) 20 Pond WET1: (new Pond) 20 Pond WET2: (new Pond) 2-Year Event 21 Subcat 2-D: 22 Subcat 500: (new Subcat) 23 Subcat 501: (new Subcat) 23 Subcat COULTER: (new Subcat) 24 Subcat CR-N: (new Subcat) 24 Subcat CR-S: (new Subcat) 25 Subcat L-D: 25 Subcat N100: (new Subcat) 367613 Table ofContents21602 - EXISTING 22 11-21 Printed 12/13/2022PreparedbyLoucks & Associates HydroCAD® 10.20-2d s/n 02676 © 2021 HydroCAD Software Solutions LLC 26 Subcat O-CRK: (new Subcat) 26 Subcat O-DTCH: 27 Subcat S-C: (new Subcat) 27 Subcat W1: (new Subcat) 28 Subcat W100: (new Subcat) 28 Subcat W110: (new Subcat) 29 Subcat W1D: (new Subcat) 29 Subcat W2: (new Subcat) 30 Subcat W2M: 30 Reach 1R: (new Reach) 31 Reach COULT BLVD: (new Reach) 31 Reach CR: (new Reach) 31 Reach CR-NORTH: (new Reach) 31 Reach CR-SOUTH: (new Reach) 31 Reach Ditch-W: 32 Reach DTCH: 33 Pond DITCH: (new Pond) 34 Pond Ditch-2: (new Pond) 35 Pond North: (new Pond) 36 Pond P5: (new Pond) 37 Pond WET1: (new Pond) 37 Pond WET2: (new Pond) 10-Year Event 38 Subcat 2-D: 39 Subcat 500: (new Subcat) 40 Subcat 501: (new Subcat) 40 Subcat COULTER: (new Subcat) 41 Subcat CR-N: (new Subcat) 41 Subcat CR-S: (new Subcat) 42 Subcat L-D: 42 Subcat N100: (new Subcat) 43 Subcat O-CRK: (new Subcat) 43 Subcat O-DTCH: 44 Subcat S-C: (new Subcat) 44 Subcat W1: (new Subcat) 45 Subcat W100: (new Subcat) 45 Subcat W110: (new Subcat) 46 Subcat W1D: (new Subcat) 46 Subcat W2: (new Subcat) 47 Subcat W2M: 47 Reach 1R: (new Reach) 48 Reach COULT BLVD: (new Reach) 48 Reach CR: (new Reach) 48 Reach CR-NORTH: (new Reach) 48 Reach CR-SOUTH: (new Reach) 48 Reach Ditch-W: 49 Reach DTCH: 368614 Table ofContents21602 - EXISTING 22 11-21 Printed 12/13/2022PreparedbyLoucks & Associates HydroCAD® 10.20-2d s/n 02676 © 2021 HydroCAD Software Solutions LLC 50 Pond DITCH: (new Pond) 51 Pond Ditch-2: (new Pond) 52 Pond North: (new Pond) 53 Pond P5: (new Pond) 54 Pond WET1: (new Pond) 54 Pond WET2: (new Pond) 100-Year Event 55 Subcat 2-D: 56 Subcat 500: (new Subcat) 57 Subcat 501: (new Subcat) 57 Subcat COULTER: (new Subcat) 58 Subcat CR-N: (new Subcat) 58 Subcat CR-S: (new Subcat) 59 Subcat L-D: 59 Subcat N100: (new Subcat) 60 Subcat O-CRK: (new Subcat) 60 Subcat O-DTCH: 61 Subcat S-C: (new Subcat) 61 Subcat W1: (new Subcat) 62 Subcat W100: (new Subcat) 62 Subcat W110: (new Subcat) 63 Subcat W1D: (new Subcat) 63 Subcat W2: (new Subcat) 64 Subcat W2M: 64 Reach 1R: (new Reach) 65 Reach COULT BLVD: (new Reach) 65 Reach CR: (new Reach) 65 Reach CR-NORTH: (new Reach) 65 Reach CR-SOUTH: (new Reach) 65 Reach Ditch-W: 66 Reach DTCH: 67 Pond DITCH: (new Pond) 68 Pond Ditch-2: (new Pond) 69 Pond North: (new Pond) 70 Pond P5: (new Pond) 71 Pond WET1: (new Pond) 71 Pond WET2: (new Pond) 369615 2-D 500 new Subcat) 501 new Subcat) COULTER new Subcat) CR-N new Subcat) CR-S new Subcat) L-D N100 new Subcat) O-CRK new Subcat) O-DTCH S-C new Subcat) W1 new Subcat) W100 new Subcat) W110 new Subcat) W1D new Subcat) W2 new Subcat) W2M 1R new Reach) COULT BLVD new Reach) CR new Reach) CR-NORTH new Reach) CR-SOUTH new Reach) Ditch-W DTCH DITCH new Pond) Ditch-2 new Pond) North new Pond) P5 new Pond) WET1 new Pond) WET2 new Pond) Routing Diagram for 21602 - EXISTING 22 11-21-Snow Prepared by Loucks & Associates, Printed 12/13/2022 HydroCAD® 10.20-2d s/n 02676 © 2021 HydroCAD Software Solutions LLC Subcat Reach Pond Link 370616 21602 - EXISTING 22 11-21-Snow Printed 12/13/2022PreparedbyLoucks & Associates Page2HydroCAD® 10.20-2d s/n 02676 © 2021 HydroCAD Software Solutions LLC Rainfall Events Listing (selected events) Event# Event Name Storm Type Curve Mode Duration hours) B/B Depth inches) AMC 1 Snow Snowmelt_10d_100yr Default 240.00 1 7.20 4 371617 21602 - EXISTING 22 11-21-Snow Printed 12/13/2022PreparedbyLoucks & Associates Page3HydroCAD® 10.20-2d s/n 02676 © 2021 HydroCAD Software Solutions LLC Area Listing (all nodes) Area acres) CN Description subcatchment-numbers) 4.265 100 (500, 501, COULTER, CR-S, N100, W100, W2M) 5.458 100 >75% Grass cover, Good, HSG D (500, 501, N100) 0.968 100 Legumes, straight row, Good, HSG D (COULTER) 24.827 100 Meadow, non-grazed, HSG D (2-D, 500, 501, CR-N, CR-S, L-D, W100) 1.578 100 Pasture/grassland/range, Good, HSG D (S-C, W2, W2M) 21.269 100 Row crops, straight row, Good, HSG D (2-D, L-D, N100, W1, W1D, W2) 0.300 100 Water Surface, 0% imp, HSG D (500) 10.026 100 Woods/grass comb., Good, HSG D (2-D, COULTER, CR-N, CR-S, L-D, N100, O-CRK, O-DTCH, W1, W110, W1D) 68.691 100 TOTAL AREA 372618 Snowmelt_10d_100yr Snow Rainfall=7.20", AMC=421602 - EXISTING 22 11-21-Snow Printed 12/13/2022PreparedbyLoucks & Associates Page4HydroCAD® 10.20-2d s/n 02676 © 2021 HydroCAD Software Solutions LLC Summary for Subcatchment 2-D: Runoff = 0.52 cfs @ 121.32 hrs, Volume= 1.628 af, Depth= 7.20" Routed to Pond Ditch-2 : (new Pond) Runoff by SCS TR-20 method, UH=SCS, Split Pervious/Imperv., Time Span= 0.00-300.00 hrs, dt= 0.05 hrs Snowmelt_10d_100yr Snow Rainfall=7.20", AMC=4 Area (ac) CN Description 2.363 100 Row crops, straight row, Good, HSG D 0.100 100 Woods/grass comb., Good, HSG D 0.250 100 Meadow, non-grazed, HSG D 0.000 100 2.713 100 Weighted Average 2.713 100 100.00% Impervious Area Tc Length Slope Velocity Capacity Description min) (feet) (ft/ft) (ft/sec) (cfs) 8.0 100 0.0500 0.21 Sheet Flow, Cultivated: Residue>20% n= 0.170 P2= 2.84" 4.5 420 0.0300 1.56 Shallow Concentrated Flow, Cultivated Straight Rows Kv= 9.0 fps 12.5 520 Total Summary for Subcatchment 500: (new Subcat) Runoff = 0.83 cfs @ 121.46 hrs, Volume= 2.622 af, Depth= 7.20" Routed to Pond P5 : (new Pond) Runoff by SCS TR-20 method, UH=SCS, Split Pervious/Imperv., Time Span= 0.00-300.00 hrs, dt= 0.05 hrs Snowmelt_10d_100yr Snow Rainfall=7.20", AMC=4 Area (ac) CN Description 2.123 100 0.758 100 >75% Grass cover, Good, HSG D 0.300 100 Water Surface, 0% imp, HSG D 1.189 100 Meadow, non-grazed, HSG D 4.370 100 Weighted Average 0.300 100 6.86% Pervious Area 4.070 100 93.14% Impervious Area 373619 Snowmelt_10d_100yr Snow Rainfall=7.20", AMC=421602 - EXISTING 22 11-21-Snow Printed 12/13/2022PreparedbyLoucks & Associates Page5HydroCAD® 10.20-2d s/n 02676 © 2021 HydroCAD Software Solutions LLC Tc Length Slope Velocity Capacity Description min) (feet) (ft/ft) (ft/sec) (cfs) 1.7 15 0.3000 0.14 Sheet Flow, Grass: Bermuda n= 0.410 P2= 2.84" 22.9 85 0.0150 0.06 Sheet Flow, Grass: Bermuda n= 0.410 P2= 2.84" 0.4 70 0.0300 2.60 Shallow Concentrated Flow, Grassed Waterway Kv= 15.0 fps 0.3 98 0.0120 4.97 3.90 Pipe Channel, 12.0" Round Area= 0.8 sf Perim= 3.1' r= 0.25' n= 0.013 25.3 268 Total Summary for Subcatchment 501: (new Subcat) Runoff = 0.43 cfs @ 121.64 hrs, Volume= 1.366 af, Depth= 7.20" Routed to Pond P5 : (new Pond) Runoff by SCS TR-20 method, UH=SCS, Split Pervious/Imperv., Time Span= 0.00-300.00 hrs, dt= 0.05 hrs Snowmelt_10d_100yr Snow Rainfall=7.20", AMC=4 Area (ac) CN Description 0.389 100 1.787 100 Meadow, non-grazed, HSG D 0.100 100 >75% Grass cover, Good, HSG D 2.276 100 Weighted Average 2.276 100 100.00% Impervious Area Tc Length Slope Velocity Capacity Description min) (feet) (ft/ft) (ft/sec) (cfs) 30.7 100 0.0100 0.05 Sheet Flow, Grass: Bermuda n= 0.410 P2= 2.84" 9.1 815 0.0100 1.50 Shallow Concentrated Flow, Grassed Waterway Kv= 15.0 fps 39.8 915 Total Summary for Subcatchment COULTER: (new Subcat) Runoff = 0.21 cfs @ 121.30 hrs, Volume= 0.649 af, Depth= 7.20" Routed to Reach COULT BLVD : (new Reach) Runoff by SCS TR-20 method, UH=SCS, Split Pervious/Imperv., Time Span= 0.00-300.00 hrs, dt= 0.05 hrs Snowmelt_10d_100yr Snow Rainfall=7.20", AMC=4 374620 Snowmelt_10d_100yr Snow Rainfall=7.20", AMC=421602 - EXISTING 22 11-21-Snow Printed 12/13/2022PreparedbyLoucks & Associates Page6HydroCAD® 10.20-2d s/n 02676 © 2021 HydroCAD Software Solutions LLC Area (ac) CN Description 0.006 100 0.968 100 Legumes, straight row, Good, HSG D 0.108 100 Woods/grass comb., Good, HSG D 1.082 100 Weighted Average 1.082 100 100.00% Impervious Area Tc Length Slope Velocity Capacity Description min) (feet) (ft/ft) (ft/sec) (cfs) 8.0 100 0.0500 0.21 Sheet Flow, Cultivated: Residue>20% n= 0.170 P2= 2.84" 0.8 100 0.0500 2.01 Shallow Concentrated Flow, Cultivated Straight Rows Kv= 9.0 fps 1.5 150 0.0350 1.68 Shallow Concentrated Flow, Cultivated Straight Rows Kv= 9.0 fps 10.3 350 Total Summary for Subcatchment CR-N: (new Subcat) Runoff = 1.00 cfs @ 121.39 hrs, Volume= 3.140 af, Depth= 7.20" Routed to Reach CR-NORTH : (new Reach) Runoff by SCS TR-20 method, UH=SCS, Split Pervious/Imperv., Time Span= 0.00-300.00 hrs, dt= 0.05 hrs Snowmelt_10d_100yr Snow Rainfall=7.20", AMC=4 Area (ac) CN Description 0.000 100 Row crops, straight row, Good, HSG D 0.870 100 Woods/grass comb., Good, HSG D 4.364 100 Meadow, non-grazed, HSG D 0.000 100 5.234 100 Weighted Average 5.234 100 100.00% Impervious Area Tc Length Slope Velocity Capacity Description min) (feet) (ft/ft) (ft/sec) (cfs) 14.1 100 0.0700 0.12 Sheet Flow, Grass: Bermuda n= 0.410 P2= 2.84" 1.9 200 0.0600 1.71 Shallow Concentrated Flow, Short Grass Pasture Kv= 7.0 fps 2.5 200 0.0350 1.31 Shallow Concentrated Flow, Short Grass Pasture Kv= 7.0 fps 18.5 500 Total Summary for Subcatchment CR-S: (new Subcat) Runoff = 1.24 cfs @ 121.39 hrs, Volume= 3.905 af, Depth= 7.20" Routed to Reach CR-SOUTH : (new Reach) Runoff by SCS TR-20 method, UH=SCS, Split Pervious/Imperv., Time Span= 0.00-300.00 hrs, dt= 0.05 hrs Snowmelt_10d_100yr Snow Rainfall=7.20", AMC=4 375621 Snowmelt_10d_100yr Snow Rainfall=7.20", AMC=421602 - EXISTING 22 11-21-Snow Printed 12/13/2022PreparedbyLoucks & Associates Page7HydroCAD® 10.20-2d s/n 02676 © 2021 HydroCAD Software Solutions LLC Area (ac) CN Description 0.000 100 Row crops, straight row, Good, HSG D 0.800 100 Woods/grass comb., Good, HSG D 5.658 100 Meadow, non-grazed, HSG D 0.050 100 6.508 100 Weighted Average 6.508 100 100.00% Impervious Area Tc Length Slope Velocity Capacity Description min) (feet) (ft/ft) (ft/sec) (cfs) 14.1 100 0.0700 0.12 Sheet Flow, Grass: Bermuda n= 0.410 P2= 2.84" 1.9 200 0.0600 1.71 Shallow Concentrated Flow, Short Grass Pasture Kv= 7.0 fps 2.5 200 0.0350 1.31 Shallow Concentrated Flow, Short Grass Pasture Kv= 7.0 fps 18.5 500 Total Summary for Subcatchment L-D: Runoff = 0.20 cfs @ 121.32 hrs, Volume= 0.638 af, Depth= 7.20" Routed to Reach Ditch-W : Runoff by SCS TR-20 method, UH=SCS, Split Pervious/Imperv., Time Span= 0.00-300.00 hrs, dt= 0.05 hrs Snowmelt_10d_100yr Snow Rainfall=7.20", AMC=4 Area (ac) CN Description 0.193 100 Row crops, straight row, Good, HSG D 0.400 100 Woods/grass comb., Good, HSG D 0.470 100 Meadow, non-grazed, HSG D 0.000 100 1.063 100 Weighted Average 1.063 100 100.00% Impervious Area Tc Length Slope Velocity Capacity Description min) (feet) (ft/ft) (ft/sec) (cfs) 8.0 100 0.0500 0.21 Sheet Flow, Cultivated: Residue>20% n= 0.170 P2= 2.84" 4.5 420 0.0300 1.56 Shallow Concentrated Flow, Cultivated Straight Rows Kv= 9.0 fps 12.5 520 Total Summary for Subcatchment N100: (new Subcat) Runoff = 4.44 cfs @ 121.48 hrs, Volume= 14.021 af, Depth= 7.20" Routed to Pond North : (new Pond) Runoff by SCS TR-20 method, UH=SCS, Split Pervious/Imperv., Time Span= 0.00-300.00 hrs, dt= 0.05 hrs Snowmelt_10d_100yr Snow Rainfall=7.20", AMC=4 376622 Snowmelt_10d_100yr Snow Rainfall=7.20", AMC=421602 - EXISTING 22 11-21-Snow Printed 12/13/2022PreparedbyLoucks & Associates Page8HydroCAD® 10.20-2d s/n 02676 © 2021 HydroCAD Software Solutions LLC Area (ac) CN Description 0.107 100 14.500 100 Row crops, straight row, Good, HSG D 4.600 100 >75% Grass cover, Good, HSG D 4.161 100 Woods/grass comb., Good, HSG D 23.368 100 Weighted Average 23.368 100 100.00% Impervious Area Tc Length Slope Velocity Capacity Description min) (feet) (ft/ft) (ft/sec) (cfs) 15.2 100 0.0100 0.11 Sheet Flow, Cultivated: Residue>20% n= 0.170 P2= 2.84" 11.6 1,200 0.0370 1.73 Shallow Concentrated Flow, Cultivated Straight Rows Kv= 9.0 fps 26.8 1,300 Total Summary for Subcatchment O-CRK: (new Subcat) Runoff = 0.08 cfs @ 121.42 hrs, Volume= 0.239 af, Depth= 7.20" Routed to Reach CR-SOUTH : (new Reach) Runoff by SCS TR-20 method, UH=SCS, Split Pervious/Imperv., Time Span= 0.00-300.00 hrs, dt= 0.05 hrs Snowmelt_10d_100yr Snow Rainfall=7.20", AMC=4 Area (ac) CN Description 0.399 100 Woods/grass comb., Good, HSG D 0.399 100 100.00% Impervious Area Tc Length Slope Velocity Capacity Description min) (feet) (ft/ft) (ft/sec) (cfs) 14.7 100 0.0600 0.11 Sheet Flow, Woods: Light underbrush n= 0.400 P2= 2.84" 1.4 100 0.0600 1.22 Shallow Concentrated Flow, Woodland Kv= 5.0 fps 2.9 300 0.0620 1.74 Shallow Concentrated Flow, Short Grass Pasture Kv= 7.0 fps 2.5 200 0.0350 1.31 Shallow Concentrated Flow, Short Grass Pasture Kv= 7.0 fps 21.5 700 Total Summary for Subcatchment O-DTCH: Runoff = 0.10 cfs @ 121.39 hrs, Volume= 0.328 af, Depth= 7.20" Routed to Pond Ditch-2 : (new Pond) Runoff by SCS TR-20 method, UH=SCS, Split Pervious/Imperv., Time Span= 0.00-300.00 hrs, dt= 0.05 hrs Snowmelt_10d_100yr Snow Rainfall=7.20", AMC=4 377623 Snowmelt_10d_100yr Snow Rainfall=7.20", AMC=421602 - EXISTING 22 11-21-Snow Printed 12/13/2022PreparedbyLoucks & Associates Page9HydroCAD® 10.20-2d s/n 02676 © 2021 HydroCAD Software Solutions LLC Area (ac) CN Description 0.547 100 Woods/grass comb., Good, HSG D 0.547 100 100.00% Impervious Area Tc Length Slope Velocity Capacity Description min) (feet) (ft/ft) (ft/sec) (cfs) 13.8 100 0.0700 0.12 Sheet Flow, Woods: Light underbrush n= 0.400 P2= 2.84" 0.8 100 0.0500 2.01 Shallow Concentrated Flow, Cultivated Straight Rows Kv= 9.0 fps 4.5 420 0.0300 1.56 Shallow Concentrated Flow, Cultivated Straight Rows Kv= 9.0 fps 19.1 620 Total Summary for Subcatchment S-C: (new Subcat) Runoff = 0.12 cfs @ 121.40 hrs, Volume= 0.386 af, Depth= 7.20" Routed to Reach CR-NORTH : (new Reach) Runoff by SCS TR-20 method, UH=SCS, Split Pervious/Imperv., Time Span= 0.00-300.00 hrs, dt= 0.05 hrs Snowmelt_10d_100yr Snow Rainfall=7.20", AMC=4 Area (ac) CN Description 0.644 100 Pasture/grassland/range, Good, HSG D 0.644 100 100.00% Impervious Area Tc Length Slope Velocity Capacity Description min) (feet) (ft/ft) (ft/sec) (cfs) 15.0 100 0.0600 0.11 Sheet Flow, Grass: Bermuda n= 0.410 P2= 2.84" 1.9 200 0.0600 1.71 Shallow Concentrated Flow, Short Grass Pasture Kv= 7.0 fps 2.5 200 0.0350 1.31 Shallow Concentrated Flow, Short Grass Pasture Kv= 7.0 fps 19.4 500 Total Summary for Subcatchment W1: (new Subcat) Runoff = 0.24 cfs @ 121.32 hrs, Volume= 0.750 af, Depth= 7.20" Routed to Pond WET1 : (new Pond) Runoff by SCS TR-20 method, UH=SCS, Split Pervious/Imperv., Time Span= 0.00-300.00 hrs, dt= 0.05 hrs Snowmelt_10d_100yr Snow Rainfall=7.20", AMC=4 Area (ac) CN Description 0.603 100 Row crops, straight row, Good, HSG D 0.647 100 Woods/grass comb., Good, HSG D 1.250 100 Weighted Average 1.250 100 100.00% Impervious Area 378624 Snowmelt_10d_100yr Snow Rainfall=7.20", AMC=421602 - EXISTING 22 11-21-Snow Printed 12/13/2022PreparedbyLoucks & Associates Page10HydroCAD® 10.20-2d s/n 02676 © 2021 HydroCAD Software Solutions LLC Tc Length Slope Velocity Capacity Description min) (feet) (ft/ft) (ft/sec) (cfs) 9.8 100 0.0300 0.17 Sheet Flow, Cultivated: Residue>20% n= 0.170 P2= 2.84" 2.7 80 0.0030 0.49 Shallow Concentrated Flow, Cultivated Straight Rows Kv= 9.0 fps 12.5 180 Total Summary for Subcatchment W100: (new Subcat) Runoff = 2.24 cfs @ 121.43 hrs, Volume= 7.076 af, Depth= 7.20" Routed to Pond WET1 : (new Pond) Runoff by SCS TR-20 method, UH=SCS, Split Pervious/Imperv., Time Span= 0.00-300.00 hrs, dt= 0.05 hrs Snowmelt_10d_100yr Snow Rainfall=7.20", AMC=4 Area (ac) CN Description 11.109 100 Meadow, non-grazed, HSG D 0.685 100 11.794 100 Weighted Average 11.794 100 100.00% Impervious Area Tc Length Slope Velocity Capacity Description min) (feet) (ft/ft) (ft/sec) (cfs) 17.6 100 0.0400 0.09 Sheet Flow, Grass: Bermuda n= 0.410 P2= 2.84" 1.8 150 0.0400 1.40 Shallow Concentrated Flow, Short Grass Pasture Kv= 7.0 fps 3.2 570 0.0400 3.00 Shallow Concentrated Flow, Grassed Waterway Kv= 15.0 fps 22.6 820 Total Summary for Subcatchment W110: (new Subcat) Runoff = 0.33 cfs @ 121.40 hrs, Volume= 1.053 af, Depth= 7.20" Routed to Pond DITCH : (new Pond) Runoff by SCS TR-20 method, UH=SCS, Split Pervious/Imperv., Time Span= 0.00-300.00 hrs, dt= 0.05 hrs Snowmelt_10d_100yr Snow Rainfall=7.20", AMC=4 Area (ac) CN Description 1.755 100 Woods/grass comb., Good, HSG D 0.000 100 1.755 100 Weighted Average 1.755 100 100.00% Impervious Area 379625 Snowmelt_10d_100yr Snow Rainfall=7.20", AMC=421602 - EXISTING 22 11-21-Snow Printed 12/13/2022PreparedbyLoucks & Associates Page11HydroCAD® 10.20-2d s/n 02676 © 2021 HydroCAD Software Solutions LLC Tc Length Slope Velocity Capacity Description min) (feet) (ft/ft) (ft/sec) (cfs) 16.1 100 0.0500 0.10 Sheet Flow, Grass: Bermuda n= 0.410 P2= 2.84" 2.2 400 0.0400 3.00 Shallow Concentrated Flow, Grassed Waterway Kv= 15.0 fps 1.6 150 0.0300 1.56 Shallow Concentrated Flow, Cultivated Straight Rows Kv= 9.0 fps 19.9 650 Total Summary for Subcatchment W1D: (new Subcat) Runoff = 0.72 cfs @ 121.34 hrs, Volume= 2.278 af, Depth= 7.20" Routed to Pond DITCH : (new Pond) Runoff by SCS TR-20 method, UH=SCS, Split Pervious/Imperv., Time Span= 0.00-300.00 hrs, dt= 0.05 hrs Snowmelt_10d_100yr Snow Rainfall=7.20", AMC=4 Area (ac) CN Description 0.239 100 Woods/grass comb., Good, HSG D 3.557 100 Row crops, straight row, Good, HSG D 3.796 100 Weighted Average 3.796 100 100.00% Impervious Area Tc Length Slope Velocity Capacity Description min) (feet) (ft/ft) (ft/sec) (cfs) 9.2 100 0.0350 0.18 Sheet Flow, Cultivated: Residue>20% n= 0.170 P2= 2.84" 4.7 400 0.0250 1.42 Shallow Concentrated Flow, Cultivated Straight Rows Kv= 9.0 fps 13.9 500 Total Summary for Subcatchment W2: (new Subcat) Runoff = 0.02 cfs @ 121.28 hrs, Volume= 0.052 af, Depth= 7.20" Routed to Pond WET2 : (new Pond) Runoff by SCS TR-20 method, UH=SCS, Split Pervious/Imperv., Time Span= 0.00-300.00 hrs, dt= 0.05 hrs Snowmelt_10d_100yr Snow Rainfall=7.20", AMC=4 Area (ac) CN Description 0.034 100 Pasture/grassland/range, Good, HSG D 0.053 100 Row crops, straight row, Good, HSG D 0.087 100 Weighted Average 0.087 100 100.00% Impervious Area 380626 Snowmelt_10d_100yr Snow Rainfall=7.20", AMC=421602 - EXISTING 22 11-21-Snow Printed 12/13/2022PreparedbyLoucks & Associates Page12HydroCAD® 10.20-2d s/n 02676 © 2021 HydroCAD Software Solutions LLC Tc Length Slope Velocity Capacity Description min) (feet) (ft/ft) (ft/sec) (cfs) 8.7 50 0.0100 0.10 Sheet Flow, Cultivated: Residue>20% n= 0.170 P2= 2.84" Summary for Subcatchment W2M: Runoff = 0.34 cfs @ 121.42 hrs, Volume= 1.083 af, Depth= 7.20" Routed to Pond WET1 : (new Pond) Runoff by SCS TR-20 method, UH=SCS, Split Pervious/Imperv., Time Span= 0.00-300.00 hrs, dt= 0.05 hrs Snowmelt_10d_100yr Snow Rainfall=7.20", AMC=4 Area (ac) CN Description 0.905 100 0.900 100 Pasture/grassland/range, Good, HSG D 1.805 100 Weighted Average 1.805 100 100.00% Impervious Area Tc Length Slope Velocity Capacity Description min) (feet) (ft/ft) (ft/sec) (cfs) 15.1 100 0.0200 0.11 Sheet Flow, Grass: Dense n= 0.240 P2= 2.84" 6.0 770 0.0200 2.12 Shallow Concentrated Flow, Grassed Waterway Kv= 15.0 fps 21.1 870 Total Summary for Reach 1R: (new Reach) Inflow Area = 68.691 ac, 99.56% Impervious, Inflow Depth > 7.19" for Snow event Inflow = 12.64 cfs @ 121.52 hrs, Volume= 41.176 af Outflow = 12.64 cfs @ 121.52 hrs, Volume= 41.176 af, Atten= 0%, Lag= 0.0 min Routing by Dyn-Stor-Ind method, Time Span= 0.00-300.00 hrs, dt= 0.05 hrs Summary for Reach COULT BLVD: (new Reach) Inflow Area = 1.169 ac,100.00% Impervious, Inflow Depth = 7.18" for Snow event Inflow = 0.22 cfs @ 121.30 hrs, Volume= 0.700 af Outflow = 0.22 cfs @ 121.30 hrs, Volume= 0.700 af, Atten= 0%, Lag= 0.0 min Routed to Reach 1R : (new Reach) Routing by Dyn-Stor-Ind method, Time Span= 0.00-300.00 hrs, dt= 0.05 hrs 381627 Snowmelt_10d_100yr Snow Rainfall=7.20", AMC=421602 - EXISTING 22 11-21-Snow Printed 12/13/2022PreparedbyLoucks & Associates Page13HydroCAD® 10.20-2d s/n 02676 © 2021 HydroCAD Software Solutions LLC Summary for Reach CR: (new Reach) Inflow Area = 67.522 ac, 99.56% Impervious, Inflow Depth > 7.19" for Snow event Inflow = 12.42 cfs @ 121.53 hrs, Volume= 40.476 af Outflow = 12.42 cfs @ 121.53 hrs, Volume= 40.476 af, Atten= 0%, Lag= 0.0 min Routed to Reach 1R : (new Reach) Routing by Dyn-Stor-Ind method, Time Span= 0.00-300.00 hrs, dt= 0.05 hrs Summary for Reach CR-NORTH: (new Reach) Inflow Area = 5.878 ac,100.00% Impervious, Inflow Depth = 7.20" for Snow event Inflow = 1.12 cfs @ 121.39 hrs, Volume= 3.527 af Outflow = 1.12 cfs @ 121.39 hrs, Volume= 3.527 af, Atten= 0%, Lag= 0.0 min Routed to Reach CR : (new Reach) Routing by Dyn-Stor-Ind method, Time Span= 0.00-300.00 hrs, dt= 0.05 hrs Summary for Reach CR-SOUTH: (new Reach) Inflow Area = 61.644 ac, 99.51% Impervious, Inflow Depth > 7.19" for Snow event Inflow = 11.31 cfs @ 121.57 hrs, Volume= 36.949 af Outflow = 11.31 cfs @ 121.57 hrs, Volume= 36.949 af, Atten= 0%, Lag= 0.0 min Routed to Reach CR : (new Reach) Routing by Dyn-Stor-Ind method, Time Span= 0.00-300.00 hrs, dt= 0.05 hrs Summary for Reach Ditch-W: Inflow Area = 54.737 ac, 99.45% Impervious, Inflow Depth > 7.19" for Snow event Inflow = 10.02 cfs @ 121.63 hrs, Volume= 32.805 af Outflow = 10.02 cfs @ 121.64 hrs, Volume= 32.805 af, Atten= 0%, Lag= 0.7 min Routed to Reach CR-SOUTH : (new Reach) Routing by Dyn-Stor-Ind method, Time Span= 0.00-300.00 hrs, dt= 0.05 hrs Max. Velocity= 5.27 fps, Min. Travel Time= 1.0 min Avg. Velocity = 2.46 fps, Avg. Travel Time= 2.1 min Peak Storage= 599 cf @ 121.64 hrs Average Depth at Peak Storage= 0.44' , Surface Width= 5.97' Bank-Full Depth= 7.12' Flow Area= 101.4 sf, Capacity= 2,603.26 cfs Custom cross-section, Length= 315.0' Slope= 0.0371 '/' (106 Elevation Intervals) Constant n= 0.025 Earth, clean & winding Inlet Invert= 939.70', Outlet Invert= 928.00' 382628 Snowmelt_10d_100yr Snow Rainfall=7.20", AMC=421602 - EXISTING 22 11-21-Snow Printed 12/13/2022PreparedbyLoucks & Associates Page14HydroCAD® 10.20-2d s/n 02676 © 2021 HydroCAD Software Solutions LLC Offset Elevation Chan.Depth feet) (feet) (feet) 0.00 939.00 0.00 3.50 938.00 1.00 5.00 937.00 2.00 5.85 936.00 3.00 6.70 935.00 4.00 7.60 934.00 5.00 8.55 933.00 6.00 9.80 932.00 7.00 11.70 931.88 7.12 14.00 932.00 7.00 18.20 933.00 6.00 19.15 934.00 5.00 20.00 935.00 4.00 21.00 936.00 3.00 22.00 937.00 2.00 23.30 938.00 1.00 25.20 939.00 0.00 Depth End Area Perim. Width Storage Discharge feet) (sq-ft) (feet) (feet) (cubic-feet) (cfs) 0.00 0.0 0.0 0.0 0 0.00 0.12 0.3 4.2 4.2 79 0.44 1.12 7.2 10.1 9.6 2,261 65.36 2.12 17.8 12.9 11.5 5,600 252.40 3.12 30.2 15.5 13.3 9,514 538.78 4.12 44.4 18.3 15.2 13,995 920.37 5.12 60.5 21.0 17.0 19,058 1,403.54 6.12 78.9 24.4 19.8 24,854 1,974.12 7.12 101.4 30.2 25.2 31,942 2,603.26 Summary for Reach DTCH: Bank-Full Depth= 4.00' Flow Area= 115.0 sf, Capacity= 131.36 cfs Custom cross-section, Length= 395.0' Slope= 0.0117 '/' (102 Elevation Intervals) Constant n= 0.240 Sheet flow over Dense Grass Inlet Invert= 953.00', Outlet Invert= 948.39' 383629 Snowmelt_10d_100yr Snow Rainfall=7.20", AMC=421602 - EXISTING 22 11-21-Snow Printed 12/13/2022PreparedbyLoucks & Associates Page15HydroCAD® 10.20-2d s/n 02676 © 2021 HydroCAD Software Solutions LLC Offset Elevation Chan.Depth feet) (feet) (feet) 0.00 4.00 0.00 7.00 3.00 1.00 13.00 1.25 2.75 14.00 1.00 3.00 16.10 0.68 3.32 23.10 0.41 3.59 29.00 0.00 4.00 36.00 1.00 3.00 37.70 1.25 2.75 43.70 3.00 1.00 50.70 4.00 0.00 Depth End Area Perim. Width Storage Discharge feet) (sq-ft) (feet) (feet) (cubic-feet) (cfs) 0.00 0.0 0.0 0.0 0 0.00 0.41 1.8 8.8 8.8 710 0.42 0.68 5.4 17.7 17.7 2,120 1.62 1.00 11.7 22.1 22.0 4,626 5.13 1.25 17.5 24.9 24.7 6,932 9.31 3.00 71.3 37.4 36.7 28,153 73.33 4.00 115.0 51.5 50.7 45,415 131.36 Summary for Pond DITCH: (new Pond) Inflow Area = 50.414 ac, 99.40% Impervious, Inflow Depth > 7.19" for Snow event Inflow = 9.22 cfs @ 121.68 hrs, Volume= 30.211 af Outflow = 9.22 cfs @ 121.70 hrs, Volume= 30.211 af, Atten= 0%, Lag= 0.7 min Primary = 9.22 cfs @ 121.70 hrs, Volume= 30.211 af Routed to Pond Ditch-2 : (new Pond) Routing by Dyn-Stor-Ind method, Time Span= 0.00-300.00 hrs, dt= 0.05 hrs Peak Elev= 948.80' @ 121.70 hrs Surf.Area= 1,662 sf Storage= 401 cf Plug-Flow detention time= 0.7 min calculated for 30.211 af (100% of inflow) Center-of-Mass det. time= 0.7 min ( 7,297.9 - 7,297.2 ) Volume Invert Avail.Storage Storage Description 1 948.39' 106,486 cf Custom Stage Data (Prismatic) Listed below (Recalc) 384630 Snowmelt_10d_100yr Snow Rainfall=7.20", AMC=421602 - EXISTING 22 11-21-Snow Printed 12/13/2022PreparedbyLoucks & Associates Page16HydroCAD® 10.20-2d s/n 02676 © 2021 HydroCAD Software Solutions LLC Elevation Surf.Area Inc.Store Cum.Store feet) (sq-ft) (cubic-feet) (cubic-feet) 948.39 85 0 0 948.50 700 43 43 949.00 2,290 748 791 950.00 12,040 7,165 7,956 951.00 24,550 18,295 26,251 952.00 39,960 32,255 58,506 953.00 56,000 47,980 106,486 Device Routing Invert Outlet Devices 1 Primary 948.39'Asymmetrical Weir, C= 3.27 Offset (feet) 0.00 24.00 55.00 60.00 68.00 71.00 110.00 140.00 Height (feet) 1.61 0.61 0.50 0.00 0.00 0.50 0.61 1.61 Primary OutFlow Max=9.22 cfs @ 121.70 hrs HW=948.80' TW=943.47' (Dynamic Tailwater) 1=Asymmetrical Weir (Weir Controls 9.22 cfs @ 1.53 fps) Summary for Pond Ditch-2: (new Pond) Inflow Area = 53.674 ac, 99.44% Impervious, Inflow Depth > 7.19" for Snow event Inflow = 9.82 cfs @ 121.65 hrs, Volume= 32.167 af Outflow = 9.82 cfs @ 121.65 hrs, Volume= 32.167 af, Atten= 0%, Lag= 0.2 min Primary = 9.82 cfs @ 121.65 hrs, Volume= 32.167 af Routed to Reach Ditch-W : Routing by Dyn-Stor-Ind method, Time Span= 0.00-300.00 hrs, dt= 0.05 hrs Peak Elev= 943.47' @ 121.65 hrs Surf.Area= 416 sf Storage= 119 cf Plug-Flow detention time= 0.2 min calculated for 32.162 af (100% of inflow) Center-of-Mass det. time= 0.2 min ( 7,291.9 - 7,291.7 ) Volume Invert Avail.Storage Storage Description 1 942.69' 139,764 cf Custom Stage Data (Prismatic) Listed below (Recalc) Elevation Surf.Area Inc.Store Cum.Store feet) (sq-ft) (cubic-feet) (cubic-feet) 942.69 25 0 0 943.00 50 12 12 943.34 300 60 71 943.60 525 107 178 944.00 630 231 409 945.00 1,400 1,015 1,424 946.00 1,700 1,550 2,974 947.00 2,000 1,850 4,824 948.00 4,040 3,020 7,844 949.00 12,400 8,220 16,064 950.00 25,000 18,700 34,764 952.00 80,000 105,000 139,764 385631 Snowmelt_10d_100yr Snow Rainfall=7.20", AMC=421602 - EXISTING 22 11-21-Snow Printed 12/13/2022PreparedbyLoucks & Associates Page17HydroCAD® 10.20-2d s/n 02676 © 2021 HydroCAD Software Solutions LLC Device Routing Invert Outlet Devices 1 Primary 942.69'Asymmetrical Weir, C= 3.27 Offset (feet) 0.00 15.00 29.00 30.00 31.30 32.50 33.50 34.00 38.00 49.00 51.50 54.00 56.50 73.00 100.00 Height (feet) 6.31 5.31 4.31 3.31 2.31 1.31 0.31 0.00 0.31 1.31 2.31 3.31 4.31 5.31 6.31 Primary OutFlow Max=9.82 cfs @ 121.65 hrs HW=943.47' TW=940.14' (Dynamic Tailwater) 1=Asymmetrical Weir (Weir Controls 9.82 cfs @ 1.58 fps) Summary for Pond North: (new Pond) Inflow Area = 23.368 ac,100.00% Impervious, Inflow Depth = 7.20" for Snow event Inflow = 4.44 cfs @ 121.48 hrs, Volume= 14.021 af Outflow = 4.32 cfs @ 121.81 hrs, Volume= 14.019 af, Atten= 3%, Lag= 19.9 min Primary = 4.32 cfs @ 121.81 hrs, Volume= 14.019 af Routed to Pond WET1 : (new Pond) Routing by Dyn-Stor-Ind method, Time Span= 0.00-300.00 hrs, dt= 0.05 hrs Peak Elev= 955.91' @ 121.81 hrs Surf.Area= 19,181 sf Storage= 12,334 cf Plug-Flow detention time= 84.1 min calculated for 14.019 af (100% of inflow) Center-of-Mass det. time= 83.1 min ( 7,290.4 - 7,207.3 ) Volume Invert Avail.Storage Storage Description 1 955.00' 341,830 cf Custom Stage Data (Prismatic) Listed below (Recalc) Elevation Surf.Area Inc.Store Cum.Store feet) (sq-ft) (cubic-feet) (cubic-feet) 955.00 8,000 0 0 956.00 20,320 14,160 14,160 958.00 86,000 106,320 120,480 960.00 135,350 221,350 341,830 Device Routing Invert Outlet Devices 1 Primary 955.00'33.0" Round Culvert L= 82.0' Ke= 0.500 Inlet / Outlet Invert= 955.00' / 954.59' S= 0.0050 '/' Cc= 0.900 n= 0.013, Flow Area= 5.94 sf Primary OutFlow Max=4.32 cfs @ 121.81 hrs HW=955.91' TW=953.64' (Dynamic Tailwater) 1=Culvert (Barrel Controls 4.32 cfs @ 3.78 fps) Summary for Pond P5: (new Pond) Inflow Area = 6.646 ac, 95.49% Impervious, Inflow Depth = 7.20" for Snow event Inflow = 1.26 cfs @ 121.50 hrs, Volume= 3.988 af Outflow = 1.16 cfs @ 122.21 hrs, Volume= 3.982 af, Atten= 7%, Lag= 42.3 min Primary = 1.16 cfs @ 122.21 hrs, Volume= 3.982 af Routed to Pond WET1 : (new Pond) Routing by Dyn-Stor-Ind method, Time Span= 0.00-300.00 hrs, dt= 0.05 hrs 386632 Snowmelt_10d_100yr Snow Rainfall=7.20", AMC=421602 - EXISTING 22 11-21-Snow Printed 12/13/2022PreparedbyLoucks & Associates Page18HydroCAD® 10.20-2d s/n 02676 © 2021 HydroCAD Software Solutions LLC Starting Elev= 959.00' Surf.Area= 13,050 sf Storage= 30,018 cf Peak Elev= 959.55' @ 122.21 hrs Surf.Area= 18,294 sf Storage= 38,579 cf (8,561 cf above start) Plug-Flow detention time= 2,317.7 min calculated for 3.293 af (83% of inflow) Center-of-Mass det. time= 248.9 min ( 7,459.5 - 7,210.6 ) Volume Invert Avail.Storage Storage Description 1 952.00' 187,617 cf Custom Stage Data (Prismatic) Listed below (Recalc) Elevation Surf.Area Inc.Store Cum.Store feet) (sq-ft) (cubic-feet) (cubic-feet) 952.00 88 0 0 954.00 1,300 1,388 1,388 956.00 3,675 4,975 6,363 958.00 8,970 12,645 19,008 959.00 13,050 11,010 30,018 960.00 22,650 17,850 47,868 960.70 25,750 16,940 64,808 962.00 34,180 38,954 103,762 964.00 49,675 83,855 187,617 Device Routing Invert Outlet Devices 1 Primary 959.00'18.0" Round Culvert L= 192.0' Ke= 0.500 Inlet / Outlet Invert= 959.00' / 958.04' S= 0.0050 '/' Cc= 0.900 n= 0.013, Flow Area= 1.77 sf Primary OutFlow Max=1.16 cfs @ 122.21 hrs HW=959.55' TW=953.64' (Dynamic Tailwater) 1=Culvert (Barrel Controls 1.16 cfs @ 2.98 fps) Summary for Pond WET1: (new Pond) Inflow Area = 44.863 ac, 99.33% Impervious, Inflow Depth > 7.20" for Snow event Inflow = 8.23 cfs @ 121.60 hrs, Volume= 26.911 af Outflow = 8.21 cfs @ 121.77 hrs, Volume= 26.881 af, Atten= 0%, Lag= 10.4 min Primary = 8.21 cfs @ 121.77 hrs, Volume= 26.881 af Routed to Pond DITCH : (new Pond) Routing by Dyn-Stor-Ind method, Time Span= 0.00-300.00 hrs, dt= 0.05 hrs Peak Elev= 953.64' @ 121.77 hrs Surf.Area= 18,122 sf Storage= 7,169 cf Plug-Flow detention time= 32.2 min calculated for 26.876 af (100% of inflow) Center-of-Mass det. time= 23.3 min ( 7,309.6 - 7,286.3 ) Volume Invert Avail.Storage Storage Description 1 952.75' 199,923 cf Custom Stage Data (Prismatic) Listed below (Recalc) 387633 Snowmelt_10d_100yr Snow Rainfall=7.20", AMC=421602 - EXISTING 22 11-21-Snow Printed 12/13/2022PreparedbyLoucks & Associates Page19HydroCAD® 10.20-2d s/n 02676 © 2021 HydroCAD Software Solutions LLC Elevation Surf.Area Inc.Store Cum.Store feet) (sq-ft) (cubic-feet) (cubic-feet) 952.75 20 0 0 953.00 3,000 378 378 954.00 26,515 14,758 15,135 955.00 52,030 39,273 54,408 956.00 71,500 61,765 116,173 957.00 96,000 83,750 199,923 Device Routing Invert Outlet Devices 1 Primary 953.18'10.0' long x 10.0' breadth Broad-Crested Rectangular Weir Head (feet) 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60 Coef. (English) 2.49 2.56 2.70 2.69 2.68 2.69 2.67 2.64 Primary OutFlow Max=8.21 cfs @ 121.77 hrs HW=953.64' TW=948.80' (Dynamic Tailwater) 1=Broad-Crested Rectangular Weir (Weir Controls 8.21 cfs @ 1.77 fps) Summary for Pond WET2: (new Pond) Inflow Area = 0.087 ac,100.00% Impervious, Inflow Depth = 7.20" for Snow event Inflow = 0.02 cfs @ 121.28 hrs, Volume= 0.052 af Outflow = 0.02 cfs @ 121.30 hrs, Volume= 0.051 af, Atten= 0%, Lag= 1.3 min Primary = 0.02 cfs @ 121.30 hrs, Volume= 0.051 af Routed to Reach COULT BLVD : (new Reach) Routing by Dyn-Stor-Ind method, Time Span= 0.00-300.00 hrs, dt= 0.05 hrs Peak Elev= 954.06' @ 121.30 hrs Surf.Area= 184 sf Storage= 68 cf Plug-Flow detention time= 401.6 min calculated for 0.051 af (97% of inflow) Center-of-Mass det. time= 200.8 min ( 7,391.4 - 7,190.6 ) Volume Invert Avail.Storage Storage Description 1 953.00' 577 cf Custom Stage Data (Prismatic) Listed below (Recalc) Elevation Surf.Area Inc.Store Cum.Store feet) (sq-ft) (cubic-feet) (cubic-feet) 953.00 5 0 0 953.50 40 11 11 954.00 145 46 58 954.25 300 56 113 954.50 450 94 207 955.00 1,030 370 577 Device Routing Invert Outlet Devices 1 Primary 954.05'5.0' long x 5.0' breadth Broad-Crested Rectangular Weir Head (feet) 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60 1.80 2.00 2.50 3.00 3.50 4.00 4.50 5.00 5.50 Coef. (English) 2.34 2.50 2.70 2.68 2.68 2.66 2.65 2.65 2.65 2.65 2.67 2.66 2.68 2.70 2.74 2.79 2.88 388634 Snowmelt_10d_100yr Snow Rainfall=7.20", AMC=421602 - EXISTING 22 11-21-Snow Printed 12/13/2022PreparedbyLoucks & Associates Page20HydroCAD® 10.20-2d s/n 02676 © 2021 HydroCAD Software Solutions LLC Primary OutFlow Max=0.02 cfs @ 121.30 hrs HW=954.06' TW=0.00' (Dynamic Tailwater) 1=Broad-Crested Rectangular Weir (Weir Controls 0.02 cfs @ 0.26 fps) 389635 Table ofContents21602 - EXISTING 22 11-21-Snow Printed 12/13/2022PreparedbyLoucks & Associates HydroCAD® 10.20-2d s/n 02676 © 2021 HydroCAD Software Solutions LLC TABLE OF CONTENTS Project Reports 1 Routing Diagram 2 Rainfall Events Listing (selected events) 3 Area Listing (all nodes) Snow Event 4 Subcat 2-D: 5 Subcat 500: (new Subcat) 6 Subcat 501: (new Subcat) 6 Subcat COULTER: (new Subcat) 7 Subcat CR-N: (new Subcat) 7 Subcat CR-S: (new Subcat) 8 Subcat L-D: 8 Subcat N100: (new Subcat) 9 Subcat O-CRK: (new Subcat) 9 Subcat O-DTCH: 10 Subcat S-C: (new Subcat) 10 Subcat W1: (new Subcat) 11 Subcat W100: (new Subcat) 11 Subcat W110: (new Subcat) 12 Subcat W1D: (new Subcat) 12 Subcat W2: (new Subcat) 13 Subcat W2M: 13 Reach 1R: (new Reach) 13 Reach COULT BLVD: (new Reach) 13 Reach CR: (new Reach) 14 Reach CR-NORTH: (new Reach) 14 Reach CR-SOUTH: (new Reach) 14 Reach Ditch-W: 15 Reach DTCH: 16 Pond DITCH: (new Pond) 17 Pond Ditch-2: (new Pond) 18 Pond North: (new Pond) 18 Pond P5: (new Pond) 19 Pond WET1: (new Pond) 20 Pond WET2: (new Pond) 390636 500 new Subcat) 501 BLDG COULTER CR-N CR-S D-NORTH D-SOUTH DO-NO N-SITE N100 O-CRK O-DTCH S-C S-SITE W1 W100 W110 W1D W2M COULT BLVD CR CR-NORTH CR-SOUTH SITE Ditch new Pond) N-POND North P5 S-POND TANK WET1 new Pond) WET1-void Routing Diagram for 21602 - PROPOSED-skimmer Prepared by Loucks & Associates, Printed 1/11/2023 HydroCAD® 10.20-2d s/n 02676 © 2021 HydroCAD Software Solutions LLC Subcat Reach Pond Link 391637 21602 - PROPOSED-skimmer Printed 1/11/2023PreparedbyLoucks & Associates Page2HydroCAD® 10.20-2d s/n 02676 © 2021 HydroCAD Software Solutions LLC Rainfall Events Listing (selected events) Event# Event Name Storm Type Curve Mode Duration hours) B/B Depth inches) AMC 1 2-Year MSE 24-hr 3 Default 24.00 1 2.87 3 2 10-Year MSE 24-hr 3 Default 24.00 1 4.27 3 3 100-Year MSE 24-hr 3 Default 24.00 1 7.41 3 392638 21602 - PROPOSED-skimmer Printed 1/11/2023PreparedbyLoucks & Associates Page3HydroCAD® 10.20-2d s/n 02676 © 2021 HydroCAD Software Solutions LLC Area Listing (all nodes) Area acres) CN Description subcatchment-numbers) 4.265 98 (500, 501, COULTER, CR-S, N100, W100, W2M) 11.244 80 >75% Grass cover, Good, HSG D (500, 501, D-NORTH, D-SOUTH, N-SITE, N100, S-SITE, W1, W1D) 0.420 84 Disturbed Landscape (D-NORTH, S-SITE) 18.898 78 Meadow, non-grazed, HSG D (500, 501, CR-N, CR-S, W1, W100, W1D) 1.543 80 Pasture/grassland/range, Good, HSG D (DO-NO, S-C, W2M) 9.356 98 Paved parking, HSG D (BLDG, N-SITE, S-SITE) 14.500 89 Row crops, straight row, Good, HSG D (N100) 0.049 98 Unconnected pavement, HSG D (D-NORTH, N-SITE, W1) 0.300 98 Water Surface, 0% imp, HSG D (500) 7.862 79 Woods/grass comb., Good, HSG D (COULTER, CR-N, CR-S, N100, O-CRK, O-DTCH, W1, W110, W1D) 0.230 84 disturbed landscape (CR-N, N-SITE) 0.014 84 diturbed landscape (COULTER) 68.681 85 TOTAL AREA 393639 MSE 24-hr 3 2-Year Rainfall=2.87", AMC=321602 - PROPOSED-skimmer Printed 1/11/2023PreparedbyLoucks & Associates Page4HydroCAD® 10.20-2d s/n 02676 © 2021 HydroCAD Software Solutions LLC Summary for Subcatchment 500: (new Subcat) Runoff = 9.52 cfs @ 12.35 hrs, Volume= 0.869 af, Depth= 2.39" Routed to Pond P5 : Runoff by SCS TR-20 method, UH=SCS, Split Pervious/Imperv., Time Span= 0.00-300.00 hrs, dt= 0.05 hrs MSE 24-hr 3 2-Year Rainfall=2.87", AMC=3 Area (ac) CN Adj Description 2.123 98 0.758 80 >75% Grass cover, Good, HSG D 0.300 98 Water Surface, 0% imp, HSG D 1.189 78 Meadow, non-grazed, HSG D 4.370 89 96 Weighted Average, AMC Adjusted 2.247 81 92 51.42% Pervious Area, AMC Adjusted 2.123 98 99 48.58% Impervious Area, AMC Adjusted Tc Length Slope Velocity Capacity Description min) (feet) (ft/ft) (ft/sec) (cfs) 1.7 15 0.3000 0.14 Sheet Flow, Grass: Bermuda n= 0.410 P2= 2.84" 22.9 85 0.0150 0.06 Sheet Flow, Grass: Bermuda n= 0.410 P2= 2.84" 0.4 70 0.0300 2.60 Shallow Concentrated Flow, Grassed Waterway Kv= 15.0 fps 0.3 98 0.0120 4.97 3.90 Pipe Channel, 12.0" Round Area= 0.8 sf Perim= 3.1' r= 0.25' n= 0.013 25.3 268 Total 394640 MSE 24-hr 3 2-Year Rainfall=2.87", AMC=321602 - PROPOSED-skimmer Printed 1/11/2023PreparedbyLoucks & Associates Page5HydroCAD® 10.20-2d s/n 02676 © 2021 HydroCAD Software Solutions LLC Summary for Subcatchment 501: Runoff = 3.38 cfs @ 12.54 hrs, Volume= 0.383 af, Depth= 2.02" Routed to Pond P5 : Runoff by SCS TR-20 method, UH=SCS, Split Pervious/Imperv., Time Span= 0.00-300.00 hrs, dt= 0.05 hrs MSE 24-hr 3 2-Year Rainfall=2.87", AMC=3 Area (ac) CN Adj Description 0.389 98 1.787 78 Meadow, non-grazed, HSG D 0.100 80 >75% Grass cover, Good, HSG D 2.276 82 92 Weighted Average, AMC Adjusted 1.887 78 90 82.91% Pervious Area, AMC Adjusted 0.389 98 99 17.09% Impervious Area, AMC Adjusted Tc Length Slope Velocity Capacity Description min) (feet) (ft/ft) (ft/sec) (cfs) 30.7 100 0.0100 0.05 Sheet Flow, Grass: Bermuda n= 0.410 P2= 2.84" 9.1 815 0.0100 1.50 Shallow Concentrated Flow, Grassed Waterway Kv= 15.0 fps 39.8 915 Total 395641 MSE 24-hr 3 2-Year Rainfall=2.87", AMC=321602 - PROPOSED-skimmer Printed 1/11/2023PreparedbyLoucks & Associates Page6HydroCAD® 10.20-2d s/n 02676 © 2021 HydroCAD Software Solutions LLC Summary for Subcatchment BLDG: Runoff = 7.17 cfs @ 12.15 hrs, Volume= 0.422 af, Depth= 2.75" Routed to Pond TANK : Runoff by SCS TR-20 method, UH=SCS, Split Pervious/Imperv., Time Span= 0.00-300.00 hrs, dt= 0.05 hrs MSE 24-hr 3 2-Year Rainfall=2.87", AMC=3 Area (ac) CN Adj Description 0.000 80 >75% Grass cover, Good, HSG D 1.842 98 Paved parking, HSG D 1.842 98 99 Weighted Average, AMC Adjusted 1.842 98 99 100.00% Impervious Area, AMC Adjusted Tc Length Slope Velocity Capacity Description min) (feet) (ft/ft) (ft/sec) (cfs) 8.0 Direct Entry, 396642 MSE 24-hr 3 2-Year Rainfall=2.87", AMC=321602 - PROPOSED-skimmer Printed 1/11/2023PreparedbyLoucks & Associates Page7HydroCAD® 10.20-2d s/n 02676 © 2021 HydroCAD Software Solutions LLC Summary for Subcatchment COULTER: Runoff = 1.15 cfs @ 12.18 hrs, Volume= 0.065 af, Depth= 1.96" Routed to Reach COULT BLVD : Runoff by SCS TR-20 method, UH=SCS, Split Pervious/Imperv., Time Span= 0.00-300.00 hrs, dt= 0.05 hrs MSE 24-hr 3 2-Year Rainfall=2.87", AMC=3 Area (ac) CN Adj Description 0.006 98 0.000 85 Legumes, straight row, Good, HSG D 0.380 79 Woods/grass comb., Good, HSG D 0.014 84 diturbed landscape 0.400 79 91 Weighted Average, AMC Adjusted 0.394 79 91 98.50% Pervious Area, AMC Adjusted 0.006 98 99 1.50% Impervious Area, AMC Adjusted Tc Length Slope Velocity Capacity Description min) (feet) (ft/ft) (ft/sec) (cfs) 8.0 100 0.0500 0.21 Sheet Flow, Cultivated: Residue>20% n= 0.170 P2= 2.84" 0.8 100 0.0500 2.01 Shallow Concentrated Flow, Cultivated Straight Rows Kv= 9.0 fps 1.5 150 0.0350 1.68 Shallow Concentrated Flow, Cultivated Straight Rows Kv= 9.0 fps 10.3 350 Total 397643 MSE 24-hr 3 2-Year Rainfall=2.87", AMC=321602 - PROPOSED-skimmer Printed 1/11/2023PreparedbyLoucks & Associates Page8HydroCAD® 10.20-2d s/n 02676 © 2021 HydroCAD Software Solutions LLC Summary for Subcatchment CR-N: Runoff = 6.48 cfs @ 12.19 hrs, Volume= 0.377 af, Depth= 1.87" Routed to Reach CR-NORTH : Runoff by SCS TR-20 method, UH=SCS, Split Pervious/Imperv., Time Span= 0.00-300.00 hrs, dt= 0.05 hrs MSE 24-hr 3 2-Year Rainfall=2.87", AMC=3 Area (ac) CN Adj Description 0.000 80 >75% Grass cover, Good, HSG D 0.200 79 Woods/grass comb., Good, HSG D 2.128 78 Meadow, non-grazed, HSG D 0.000 98 0.100 84 disturbed landscape 2.428 78 90 Weighted Average, AMC Adjusted 2.428 78 90 100.00% Pervious Area, AMC Adjusted Tc Length Slope Velocity Capacity Description min) (feet) (ft/ft) (ft/sec) (cfs) 9.6 52 0.0500 0.09 Sheet Flow, GEN Grass: Bermuda n= 0.410 P2= 2.84" 1.6 160 0.0550 1.64 Shallow Concentrated Flow, Short Grass Pasture Kv= 7.0 fps 0.2 40 0.3000 3.83 Shallow Concentrated Flow, Short Grass Pasture Kv= 7.0 fps 11.4 252 Total 398644 MSE 24-hr 3 2-Year Rainfall=2.87", AMC=321602 - PROPOSED-skimmer Printed 1/11/2023PreparedbyLoucks & Associates Page9HydroCAD® 10.20-2d s/n 02676 © 2021 HydroCAD Software Solutions LLC Summary for Subcatchment CR-S: Runoff = 4.65 cfs @ 12.19 hrs, Volume= 0.272 af, Depth= 1.89" Routed to Reach CR-SOUTH : Runoff by SCS TR-20 method, UH=SCS, Split Pervious/Imperv., Time Span= 0.00-300.00 hrs, dt= 0.05 hrs MSE 24-hr 3 2-Year Rainfall=2.87", AMC=3 Area (ac) CN Adj Description 0.000 80 >75% Grass cover, Good, HSG D 0.200 79 Woods/grass comb., Good, HSG D 1.477 78 Meadow, non-grazed, HSG D 0.050 98 0.000 84 disturbed landscape 1.727 79 91 Weighted Average, AMC Adjusted 1.677 78 90 97.10% Pervious Area, AMC Adjusted 0.050 98 99 2.90% Impervious Area, AMC Adjusted Tc Length Slope Velocity Capacity Description min) (feet) (ft/ft) (ft/sec) (cfs) 9.6 52 0.0500 0.09 Sheet Flow, GEN Grass: Bermuda n= 0.410 P2= 2.84" 1.6 160 0.0550 1.64 Shallow Concentrated Flow, Short Grass Pasture Kv= 7.0 fps 0.2 40 0.3000 3.83 Shallow Concentrated Flow, Short Grass Pasture Kv= 7.0 fps 11.4 252 Total 399645 MSE 24-hr 3 2-Year Rainfall=2.87", AMC=321602 - PROPOSED-skimmer Printed 1/11/2023PreparedbyLoucks & Associates Page10HydroCAD® 10.20-2d s/n 02676 © 2021 HydroCAD Software Solutions LLC Summary for Subcatchment D-NORTH: Runoff = 6.81 cfs @ 12.11 hrs, Volume= 0.317 af, Depth= 1.96" Routed to Pond N-POND : Runoff by SCS TR-20 method, UH=SCS, Split Pervious/Imperv., Time Span= 0.00-300.00 hrs, dt= 0.05 hrs MSE 24-hr 3 2-Year Rainfall=2.87", AMC=3 Area (ac) CN Adj Description 1.759 80 >75% Grass cover, Good, HSG D 0.000 98 Paved parking, HSG D 0.170 84 Disturbed Landscape 0.013 98 Unconnected pavement, HSG D 1.942 80 91 Weighted Average, AMC Adjusted 1.929 80 91 99.33% Pervious Area, AMC Adjusted 0.013 98 99 0.67% Impervious Area, AMC Adjusted Tc Length Slope Velocity Capacity Description min) (feet) (ft/ft) (ft/sec) (cfs) 3.9 50 0.1500 0.21 Sheet Flow, Grass: Dense n= 0.240 P2= 2.84" 0.7 135 0.0500 3.35 Shallow Concentrated Flow, Grassed Waterway Kv= 15.0 fps 0.3 115 0.1500 5.81 Shallow Concentrated Flow, Grassed Waterway Kv= 15.0 fps 4.9 300 Total 400646 MSE 24-hr 3 2-Year Rainfall=2.87", AMC=321602 - PROPOSED-skimmer Printed 1/11/2023PreparedbyLoucks & Associates Page11HydroCAD® 10.20-2d s/n 02676 © 2021 HydroCAD Software Solutions LLC Summary for Subcatchment D-SOUTH: Runoff = 4.55 cfs @ 12.17 hrs, Volume= 0.249 af, Depth= 1.95" Routed to Pond S-POND : Runoff by SCS TR-20 method, UH=SCS, Split Pervious/Imperv., Time Span= 0.00-300.00 hrs, dt= 0.05 hrs MSE 24-hr 3 2-Year Rainfall=2.87", AMC=3 Area (ac) CN Adj Description 1.530 80 >75% Grass cover, Good, HSG D 0.000 98 Paved parking, HSG D 0.000 84 disturbed landscape 1.530 80 91 Weighted Average, AMC Adjusted 1.530 80 91 100.00% Pervious Area, AMC Adjusted Tc Length Slope Velocity Capacity Description min) (feet) (ft/ft) (ft/sec) (cfs) 9.2 85 0.0500 0.15 Sheet Flow, Grass: Dense n= 0.240 P2= 2.84" 0.2 55 0.1200 5.20 Shallow Concentrated Flow, Grassed Waterway Kv= 15.0 fps 9.4 140 Total 401647 MSE 24-hr 3 2-Year Rainfall=2.87", AMC=321602 - PROPOSED-skimmer Printed 1/11/2023PreparedbyLoucks & Associates Page12HydroCAD® 10.20-2d s/n 02676 © 2021 HydroCAD Software Solutions LLC Summary for Subcatchment DO-NO: Runoff = 0.19 cfs @ 12.27 hrs, Volume= 0.014 af, Depth= 1.95" Routed to Pond N-POND : Runoff by SCS TR-20 method, UH=SCS, Split Pervious/Imperv., Time Span= 0.00-300.00 hrs, dt= 0.05 hrs MSE 24-hr 3 2-Year Rainfall=2.87", AMC=3 Area (ac) CN Adj Description 0.084 80 Pasture/grassland/range, Good, HSG D 0.084 80 91 Weighted Average, AMC Adjusted 0.084 80 91 100.00% Pervious Area, AMC Adjusted Tc Length Slope Velocity Capacity Description min) (feet) (ft/ft) (ft/sec) (cfs) 17.6 100 0.0400 0.09 Sheet Flow, Grass: Bermuda n= 0.410 P2= 2.84" 0.5 55 0.0830 2.02 Shallow Concentrated Flow, Short Grass Pasture Kv= 7.0 fps 0.4 70 0.2000 3.13 Shallow Concentrated Flow, Short Grass Pasture Kv= 7.0 fps 18.5 225 Total 402648 MSE 24-hr 3 2-Year Rainfall=2.87", AMC=321602 - PROPOSED-skimmer Printed 1/11/2023PreparedbyLoucks & Associates Page13HydroCAD® 10.20-2d s/n 02676 © 2021 HydroCAD Software Solutions LLC Summary for Subcatchment N-SITE: Runoff = 13.41 cfs @ 12.31 hrs, Volume= 1.170 af, Depth= 2.53" Routed to Pond N-POND : Runoff by SCS TR-20 method, UH=SCS, Split Pervious/Imperv., Time Span= 0.00-300.00 hrs, dt= 0.05 hrs MSE 24-hr 3 2-Year Rainfall=2.87", AMC=3 Area (ac) CN Adj Description 1.440 80 >75% Grass cover, Good, HSG D 3.969 98 Paved parking, HSG D 0.130 84 disturbed landscape 0.019 98 Unconnected pavement, HSG D 5.558 93 98 Weighted Average, AMC Adjusted 1.570 80 91 28.25% Pervious Area, AMC Adjusted 3.988 98 99 71.75% Impervious Area, AMC Adjusted Tc Length Slope Velocity Capacity Description min) (feet) (ft/ft) (ft/sec) (cfs) 15.8 100 0.0180 0.11 Sheet Flow, Grass: Dense n= 0.240 P2= 2.84" 1.2 200 0.0200 2.87 Shallow Concentrated Flow, Paved Kv= 20.3 fps 5.1 1,145 0.0050 3.72 4.57 Pipe Channel, 15.0" Round Area= 1.2 sf Perim= 3.9' r= 0.31' n= 0.013 22.1 1,445 Total 403649 MSE 24-hr 3 2-Year Rainfall=2.87", AMC=321602 - PROPOSED-skimmer Printed 1/11/2023PreparedbyLoucks & Associates Page14HydroCAD® 10.20-2d s/n 02676 © 2021 HydroCAD Software Solutions LLC Summary for Subcatchment N100: Runoff = 48.18 cfs @ 12.37 hrs, Volume= 4.337 af, Depth= 2.23" Routed to Pond North : Runoff by SCS TR-20 method, UH=SCS, Split Pervious/Imperv., Time Span= 0.00-300.00 hrs, dt= 0.05 hrs MSE 24-hr 3 2-Year Rainfall=2.87", AMC=3 Area (ac) CN Adj Description 0.107 98 14.500 89 Row crops, straight row, Good, HSG D 4.600 80 >75% Grass cover, Good, HSG D 4.161 79 Woods/grass comb., Good, HSG D 23.368 85 94 Weighted Average, AMC Adjusted 23.261 85 94 99.54% Pervious Area, AMC Adjusted 0.107 98 99 0.46% Impervious Area, AMC Adjusted Tc Length Slope Velocity Capacity Description min) (feet) (ft/ft) (ft/sec) (cfs) 15.2 100 0.0100 0.11 Sheet Flow, Cultivated: Residue>20% n= 0.170 P2= 2.84" 11.6 1,200 0.0370 1.73 Shallow Concentrated Flow, Cultivated Straight Rows Kv= 9.0 fps 26.8 1,300 Total 404650 MSE 24-hr 3 2-Year Rainfall=2.87", AMC=321602 - PROPOSED-skimmer Printed 1/11/2023PreparedbyLoucks & Associates Page15HydroCAD® 10.20-2d s/n 02676 © 2021 HydroCAD Software Solutions LLC Summary for Subcatchment O-CRK: Runoff = 2.26 cfs @ 12.25 hrs, Volume= 0.154 af, Depth= 1.95" Routed to Pond N-POND : Runoff by SCS TR-20 method, UH=SCS, Split Pervious/Imperv., Time Span= 0.00-300.00 hrs, dt= 0.05 hrs MSE 24-hr 3 2-Year Rainfall=2.87", AMC=3 Area (ac) CN Adj Description 0.946 79 Woods/grass comb., Good, HSG D 0.946 79 91 Weighted Average, AMC Adjusted 0.946 79 91 100.00% Pervious Area, AMC Adjusted Tc Length Slope Velocity Capacity Description min) (feet) (ft/ft) (ft/sec) (cfs) 14.7 100 0.0600 0.11 Sheet Flow, Woods: Light underbrush n= 0.400 P2= 2.84" 1.4 100 0.0600 1.22 Shallow Concentrated Flow, Woodland Kv= 5.0 fps 16.1 200 Total 405651 MSE 24-hr 3 2-Year Rainfall=2.87", AMC=321602 - PROPOSED-skimmer Printed 1/11/2023PreparedbyLoucks & Associates Page16HydroCAD® 10.20-2d s/n 02676 © 2021 HydroCAD Software Solutions LLC Summary for Subcatchment O-DTCH: Runoff = 1.27 cfs @ 12.29 hrs, Volume= 0.096 af, Depth= 1.95" Routed to Pond N-POND : Runoff by SCS TR-20 method, UH=SCS, Split Pervious/Imperv., Time Span= 0.00-300.00 hrs, dt= 0.05 hrs MSE 24-hr 3 2-Year Rainfall=2.87", AMC=3 Area (ac) CN Adj Description 0.589 79 Woods/grass comb., Good, HSG D 0.000 98 0.589 79 91 Weighted Average, AMC Adjusted 0.589 79 91 100.00% Pervious Area, AMC Adjusted Tc Length Slope Velocity Capacity Description min) (feet) (ft/ft) (ft/sec) (cfs) 16.1 100 0.0500 0.10 Sheet Flow, Grass: Bermuda n= 0.410 P2= 2.84" 2.2 400 0.0400 3.00 Shallow Concentrated Flow, Grassed Waterway Kv= 15.0 fps 1.6 150 0.0300 1.56 Shallow Concentrated Flow, Cultivated Straight Rows Kv= 9.0 fps 19.9 650 Total 406652 MSE 24-hr 3 2-Year Rainfall=2.87", AMC=321602 - PROPOSED-skimmer Printed 1/11/2023PreparedbyLoucks & Associates Page17HydroCAD® 10.20-2d s/n 02676 © 2021 HydroCAD Software Solutions LLC Summary for Subcatchment S-C: Runoff = 1.22 cfs @ 12.29 hrs, Volume= 0.091 af, Depth= 1.95" Routed to Reach CR-NORTH : Runoff by SCS TR-20 method, UH=SCS, Split Pervious/Imperv., Time Span= 0.00-300.00 hrs, dt= 0.05 hrs MSE 24-hr 3 2-Year Rainfall=2.87", AMC=3 Area (ac) CN Adj Description 0.559 80 Pasture/grassland/range, Good, HSG D 0.559 80 91 Weighted Average, AMC Adjusted 0.559 80 91 100.00% Pervious Area, AMC Adjusted Tc Length Slope Velocity Capacity Description min) (feet) (ft/ft) (ft/sec) (cfs) 15.0 100 0.0600 0.11 Sheet Flow, Grass: Bermuda n= 0.410 P2= 2.84" 1.9 200 0.0600 1.71 Shallow Concentrated Flow, Short Grass Pasture Kv= 7.0 fps 2.5 200 0.0350 1.31 Shallow Concentrated Flow, Short Grass Pasture Kv= 7.0 fps 19.4 500 Total 407653 MSE 24-hr 3 2-Year Rainfall=2.87", AMC=321602 - PROPOSED-skimmer Printed 1/11/2023PreparedbyLoucks & Associates Page18HydroCAD® 10.20-2d s/n 02676 © 2021 HydroCAD Software Solutions LLC Summary for Subcatchment S-SITE: Runoff = 13.20 cfs @ 12.20 hrs, Volume= 0.905 af, Depth= 2.66" Routed to Pond S-POND : Runoff by SCS TR-20 method, UH=SCS, Split Pervious/Imperv., Time Span= 0.00-300.00 hrs, dt= 0.05 hrs MSE 24-hr 3 2-Year Rainfall=2.87", AMC=3 Area (ac) CN Adj Description 0.294 80 >75% Grass cover, Good, HSG D 3.545 98 Paved parking, HSG D 0.250 84 Disturbed Landscape 4.089 96 99 Weighted Average, AMC Adjusted 0.544 82 92 13.30% Pervious Area, AMC Adjusted 3.545 98 99 86.70% Impervious Area, AMC Adjusted Tc Length Slope Velocity Capacity Description min) (feet) (ft/ft) (ft/sec) (cfs) 10.1 60 0.0200 0.10 Sheet Flow, Grass: Dense n= 0.240 P2= 2.84" 1.4 260 0.0250 3.21 Shallow Concentrated Flow, Paved Kv= 20.3 fps 1.2 305 0.0050 4.20 7.43 Pipe Channel, 18.0" Round Area= 1.8 sf Perim= 4.7' r= 0.38' n= 0.013 12.7 625 Total 408654 MSE 24-hr 3 2-Year Rainfall=2.87", AMC=321602 - PROPOSED-skimmer Printed 1/11/2023PreparedbyLoucks & Associates Page19HydroCAD® 10.20-2d s/n 02676 © 2021 HydroCAD Software Solutions LLC Summary for Subcatchment W1: Runoff = 3.69 cfs @ 12.22 hrs, Volume= 0.234 af, Depth= 1.96" Routed to Pond WET1 : (new Pond) Runoff by SCS TR-20 method, UH=SCS, Split Pervious/Imperv., Time Span= 0.00-300.00 hrs, dt= 0.05 hrs MSE 24-hr 3 2-Year Rainfall=2.87", AMC=3 Area (ac) CN Adj Description 0.563 80 >75% Grass cover, Good, HSG D 0.200 79 Woods/grass comb., Good, HSG D 0.650 78 Meadow, non-grazed, HSG D 0.000 84 Grass disturbed 0.017 98 Unconnected pavement, HSG D 1.430 79 91 Weighted Average, AMC Adjusted 1.413 79 91 98.81% Pervious Area, AMC Adjusted 0.017 98 99 1.19% Impervious Area, AMC Adjusted Tc Length Slope Velocity Capacity Description min) (feet) (ft/ft) (ft/sec) (cfs) 11.5 100 0.0400 0.15 Sheet Flow, Grass: Dense n= 0.240 P2= 2.84" 2.2 210 0.0500 1.57 Shallow Concentrated Flow, Short Grass Pasture Kv= 7.0 fps 13.7 310 Total 409655 MSE 24-hr 3 2-Year Rainfall=2.87", AMC=321602 - PROPOSED-skimmer Printed 1/11/2023PreparedbyLoucks & Associates Page20HydroCAD® 10.20-2d s/n 02676 © 2021 HydroCAD Software Solutions LLC Summary for Subcatchment W100: Runoff = 23.43 cfs @ 12.32 hrs, Volume= 1.884 af, Depth= 1.92" Routed to Pond WET1 : (new Pond) Runoff by SCS TR-20 method, UH=SCS, Split Pervious/Imperv., Time Span= 0.00-300.00 hrs, dt= 0.05 hrs MSE 24-hr 3 2-Year Rainfall=2.87", AMC=3 Area (ac) CN Adj Description 11.110 78 Meadow, non-grazed, HSG D 0.685 98 11.795 79 91 Weighted Average, AMC Adjusted 11.110 78 90 94.19% Pervious Area, AMC Adjusted 0.685 98 99 5.81% Impervious Area, AMC Adjusted Tc Length Slope Velocity Capacity Description min) (feet) (ft/ft) (ft/sec) (cfs) 17.6 100 0.0400 0.09 Sheet Flow, Grass: Bermuda n= 0.410 P2= 2.84" 1.8 150 0.0400 1.40 Shallow Concentrated Flow, Short Grass Pasture Kv= 7.0 fps 3.2 570 0.0400 3.00 Shallow Concentrated Flow, Grassed Waterway Kv= 15.0 fps 22.6 820 Total 410656 MSE 24-hr 3 2-Year Rainfall=2.87", AMC=321602 - PROPOSED-skimmer Printed 1/11/2023PreparedbyLoucks & Associates Page21HydroCAD® 10.20-2d s/n 02676 © 2021 HydroCAD Software Solutions LLC Summary for Subcatchment W110: Runoff = 2.51 cfs @ 12.29 hrs, Volume= 0.190 af, Depth= 1.95" Routed to Pond Ditch : (new Pond) Runoff by SCS TR-20 method, UH=SCS, Split Pervious/Imperv., Time Span= 0.00-300.00 hrs, dt= 0.05 hrs MSE 24-hr 3 2-Year Rainfall=2.87", AMC=3 Area (ac) CN Adj Description 1.166 79 Woods/grass comb., Good, HSG D 0.000 98 1.166 79 91 Weighted Average, AMC Adjusted 1.166 79 91 100.00% Pervious Area, AMC Adjusted Tc Length Slope Velocity Capacity Description min) (feet) (ft/ft) (ft/sec) (cfs) 16.1 100 0.0500 0.10 Sheet Flow, Grass: Bermuda n= 0.410 P2= 2.84" 2.2 400 0.0400 3.00 Shallow Concentrated Flow, Grassed Waterway Kv= 15.0 fps 1.6 150 0.0300 1.56 Shallow Concentrated Flow, Cultivated Straight Rows Kv= 9.0 fps 19.9 650 Total 411657 MSE 24-hr 3 2-Year Rainfall=2.87", AMC=321602 - PROPOSED-skimmer Printed 1/11/2023PreparedbyLoucks & Associates Page22HydroCAD® 10.20-2d s/n 02676 © 2021 HydroCAD Software Solutions LLC Summary for Subcatchment W1D: Runoff = 1.85 cfs @ 12.25 hrs, Volume= 0.126 af, Depth= 1.95" Routed to Pond Ditch : (new Pond) Runoff by SCS TR-20 method, UH=SCS, Split Pervious/Imperv., Time Span= 0.00-300.00 hrs, dt= 0.05 hrs MSE 24-hr 3 2-Year Rainfall=2.87", AMC=3 Area (ac) CN Adj Description 0.200 80 >75% Grass cover, Good, HSG D 0.020 79 Woods/grass comb., Good, HSG D 0.557 78 Meadow, non-grazed, HSG D 0.000 84 Grass disturbed 0.000 98 Unconnected pavement, HSG D 0.777 79 91 Weighted Average, AMC Adjusted 0.777 79 91 100.00% Pervious Area, AMC Adjusted Tc Length Slope Velocity Capacity Description min) (feet) (ft/ft) (ft/sec) (cfs) 12.9 100 0.0300 0.13 Sheet Flow, Grass: Dense n= 0.240 P2= 2.84" 3.5 80 0.0030 0.38 Shallow Concentrated Flow, Short Grass Pasture Kv= 7.0 fps 16.4 180 Total 412658 MSE 24-hr 3 2-Year Rainfall=2.87", AMC=321602 - PROPOSED-skimmer Printed 1/11/2023PreparedbyLoucks & Associates Page23HydroCAD® 10.20-2d s/n 02676 © 2021 HydroCAD Software Solutions LLC Summary for Subcatchment W2M: Runoff = 4.27 cfs @ 12.30 hrs, Volume= 0.354 af, Depth= 2.35" Routed to Pond WET1 : (new Pond) Runoff by SCS TR-20 method, UH=SCS, Split Pervious/Imperv., Time Span= 0.00-300.00 hrs, dt= 0.05 hrs MSE 24-hr 3 2-Year Rainfall=2.87", AMC=3 Area (ac) CN Adj Description 0.905 98 0.900 80 Pasture/grassland/range, Good, HSG D 1.805 89 96 Weighted Average, AMC Adjusted 0.900 80 91 49.86% Pervious Area, AMC Adjusted 0.905 98 99 50.14% Impervious Area, AMC Adjusted Tc Length Slope Velocity Capacity Description min) (feet) (ft/ft) (ft/sec) (cfs) 15.1 100 0.0200 0.11 Sheet Flow, Grass: Dense n= 0.240 P2= 2.84" 6.0 770 0.0200 2.12 Shallow Concentrated Flow, Grassed Waterway Kv= 15.0 fps 21.1 870 Total 413659 MSE 24-hr 3 2-Year Rainfall=2.87", AMC=321602 - PROPOSED-skimmer Printed 1/11/2023PreparedbyLoucks & Associates Page24HydroCAD® 10.20-2d s/n 02676 © 2021 HydroCAD Software Solutions LLC Summary for Reach COULT BLVD: Inflow Area = 0.400 ac, 1.50% Impervious, Inflow Depth = 1.96" for 2-Year event Inflow = 1.15 cfs @ 12.18 hrs, Volume= 0.065 af Outflow = 1.15 cfs @ 12.18 hrs, Volume= 0.065 af, Atten= 0%, Lag= 0.0 min Routed to Reach SITE : Routing by Dyn-Stor-Ind method, Time Span= 0.00-300.00 hrs, dt= 0.05 hrs 414660 MSE 24-hr 3 2-Year Rainfall=2.87", AMC=321602 - PROPOSED-skimmer Printed 1/11/2023PreparedbyLoucks & Associates Page25HydroCAD® 10.20-2d s/n 02676 © 2021 HydroCAD Software Solutions LLC Summary for Reach CR: Inflow Area = 68.281 ac, 20.01% Impervious, Inflow Depth = 2.16" for 2-Year event Inflow = 66.06 cfs @ 12.46 hrs, Volume= 12.298 af Outflow = 66.06 cfs @ 12.46 hrs, Volume= 12.298 af, Atten= 0%, Lag= 0.0 min Routed to Reach SITE : Routing by Dyn-Stor-Ind method, Time Span= 0.00-300.00 hrs, dt= 0.05 hrs 415661 MSE 24-hr 3 2-Year Rainfall=2.87", AMC=321602 - PROPOSED-skimmer Printed 1/11/2023PreparedbyLoucks & Associates Page26HydroCAD® 10.20-2d s/n 02676 © 2021 HydroCAD Software Solutions LLC Summary for Reach CR-NORTH: Inflow Area = 13.948 ac, 41.89% Impervious, Inflow Depth = 2.27" for 2-Year event Inflow = 18.88 cfs @ 12.40 hrs, Volume= 2.640 af Outflow = 18.88 cfs @ 12.40 hrs, Volume= 2.640 af, Atten= 0%, Lag= 0.0 min Routed to Reach CR : Routing by Dyn-Stor-Ind method, Time Span= 0.00-300.00 hrs, dt= 0.05 hrs 416662 MSE 24-hr 3 2-Year Rainfall=2.87", AMC=321602 - PROPOSED-skimmer Printed 1/11/2023PreparedbyLoucks & Associates Page27HydroCAD® 10.20-2d s/n 02676 © 2021 HydroCAD Software Solutions LLC Summary for Reach CR-SOUTH: Inflow Area = 54.333 ac, 14.39% Impervious, Inflow Depth = 2.13" for 2-Year event Inflow = 47.85 cfs @ 12.51 hrs, Volume= 9.658 af Outflow = 47.85 cfs @ 12.51 hrs, Volume= 9.658 af, Atten= 0%, Lag= 0.0 min Routed to Reach CR : Routing by Dyn-Stor-Ind method, Time Span= 0.00-300.00 hrs, dt= 0.05 hrs 417663 MSE 24-hr 3 2-Year Rainfall=2.87", AMC=321602 - PROPOSED-skimmer Printed 1/11/2023PreparedbyLoucks & Associates Page28HydroCAD® 10.20-2d s/n 02676 © 2021 HydroCAD Software Solutions LLC Summary for Reach SITE: Inflow Area = 68.681 ac, 19.90% Impervious, Inflow Depth = 2.16" for 2-Year event Inflow = 66.38 cfs @ 12.46 hrs, Volume= 12.363 af Outflow = 66.38 cfs @ 12.46 hrs, Volume= 12.363 af, Atten= 0%, Lag= 0.0 min Routing by Dyn-Stor-Ind method, Time Span= 0.00-300.00 hrs, dt= 0.05 hrs 418664 MSE 24-hr 3 2-Year Rainfall=2.87", AMC=321602 - PROPOSED-skimmer Printed 1/11/2023PreparedbyLoucks & Associates Page29HydroCAD® 10.20-2d s/n 02676 © 2021 HydroCAD Software Solutions LLC Summary for Pond Ditch: (new Pond) Inflow Area = 46.987 ac, 8.99% Impervious, Inflow Depth = 2.10" for 2-Year event Inflow = 40.02 cfs @ 12.59 hrs, Volume= 8.233 af Outflow = 40.02 cfs @ 12.60 hrs, Volume= 8.233 af, Atten= 0%, Lag= 0.8 min Discarded = 0.00 cfs @ 12.60 hrs, Volume= 0.001 af Primary = 40.02 cfs @ 12.60 hrs, Volume= 8.232 af Routed to Reach CR-SOUTH : Routing by Dyn-Stor-Ind method, Time Span= 0.00-300.00 hrs, dt= 0.05 hrs Peak Elev= 952.76' @ 12.60 hrs Surf.Area= 2,003 sf Storage= 1,297 cf Plug-Flow detention time= 0.4 min calculated for 8.231 af (100% of inflow) Center-of-Mass det. time= 0.4 min ( 854.0 - 853.6 ) Volume Invert Avail.Storage Storage Description 1 951.50' 34,148 cf Custom Stage Data (Prismatic) Listed below (Recalc) Elevation Surf.Area Inc.Store Cum.Store feet) (sq-ft) (cubic-feet) (cubic-feet) 951.50 55 0 0 953.00 2,373 1,821 1,821 954.00 8,140 5,257 7,078 955.00 12,675 10,408 17,485 956.00 20,650 16,663 34,148 Device Routing Invert Outlet Devices 1 Device 4 945.20'42.0" Round Culvert L= 365.0' Ke= 0.500 Inlet / Outlet Invert= 945.20' / 940.64' S= 0.0125 '/' Cc= 0.900 n= 0.013, Flow Area= 9.62 sf 2 Device 1 951.50'8.9' long Sharp-Crested Rectangular Weir 2 End Contraction(s) 3 Discarded 951.50'0.060 in/hr Exfiltration over Surface area 4 Primary 931.47'60.0" Round Culvert L= 75.0' Ke= 0.500 Inlet / Outlet Invert= 931.47' / 931.10' S= 0.0049 '/' Cc= 0.900 n= 0.013, Flow Area= 19.63 sf Discarded OutFlow Max=0.00 cfs @ 12.60 hrs HW=952.76' (Free Discharge) 3=Exfiltration (Exfiltration Controls 0.00 cfs) Primary OutFlow Max=40.01 cfs @ 12.60 hrs HW=952.76' TW=0.00' (Dynamic Tailwater) 4=Culvert (Passes 40.01 cfs of 409.82 cfs potential flow) 1=Culvert (Passes 40.01 cfs of 111.67 cfs potential flow) 2=Sharp-Crested Rectangular Weir (Weir Controls 40.01 cfs @ 3.67 fps) 419665 MSE 24-hr 3 2-Year Rainfall=2.87", AMC=321602 - PROPOSED-skimmer Printed 1/11/2023PreparedbyLoucks & Associates Page30HydroCAD® 10.20-2d s/n 02676 © 2021 HydroCAD Software Solutions LLC Stage-Area-Storage for Pond Ditch: (new Pond) Elevation feet) Surface sq-ft) Storage cubic-feet) 951.50 55 0 951.55 132 5 951.60 210 13 951.65 287 26 951.70 364 42 951.75 441 62 951.80 519 86 951.85 596 114 951.90 673 146 951.95 750 181 952.00 828 221 952.05 905 264 952.10 982 311 952.15 1,059 362 952.20 1,137 417 952.25 1,214 476 952.30 1,291 539 952.35 1,369 605 952.40 1,446 675 952.45 1,523 750 952.50 1,600 828 952.55 1,678 910 952.60 1,755 995 952.65 1,832 1,085 952.70 1,909 1,179 952.75 1,987 1,276 952.80 2,064 1,377 952.85 2,141 1,482 952.90 2,218 1,591 952.95 2,296 1,704 953.00 2,373 1,821 953.05 2,661 1,947 953.10 2,950 2,087 953.15 3,238 2,242 953.20 3,526 2,411 953.25 3,815 2,594 953.30 4,103 2,792 953.35 4,391 3,005 953.40 4,680 3,232 953.45 4,968 3,473 953.50 5,257 3,728 953.55 5,545 3,998 953.60 5,833 4,283 953.65 6,122 4,582 953.70 6,410 4,895 953.75 6,698 5,223 953.80 6,987 5,565 953.85 7,275 5,921 953.90 7,563 6,292 953.95 7,852 6,678 954.00 8,140 7,078 954.05 8,367 7,490 Elevation feet) Surface sq-ft) Storage cubic-feet) 954.10 8,594 7,914 954.15 8,820 8,350 954.20 9,047 8,796 954.25 9,274 9,254 954.30 9,500 9,724 954.35 9,727 10,204 954.40 9,954 10,696 954.45 10,181 11,200 954.50 10,408 11,714 954.55 10,634 12,240 954.60 10,861 12,778 954.65 11,088 13,327 954.70 11,315 13,887 954.75 11,541 14,458 954.80 11,768 15,041 954.85 11,995 15,635 954.90 12,221 16,240 954.95 12,448 16,857 955.00 12,675 17,485 955.05 13,074 18,129 955.10 13,473 18,792 955.15 13,871 19,476 955.20 14,270 20,180 955.25 14,669 20,903 955.30 15,067 21,646 955.35 15,466 22,410 955.40 15,865 23,193 955.45 16,264 23,996 955.50 16,663 24,819 955.55 17,061 25,662 955.60 17,460 26,526 955.65 17,859 27,408 955.70 18,258 28,311 955.75 18,656 29,234 955.80 19,055 30,177 955.85 19,454 31,140 955.90 19,852 32,122 955.95 20,251 33,125 956.00 20,650 34,148 420666 MSE 24-hr 3 2-Year Rainfall=2.87", AMC=321602 - PROPOSED-skimmer Printed 1/11/2023PreparedbyLoucks & Associates Page31HydroCAD® 10.20-2d s/n 02676 © 2021 HydroCAD Software Solutions LLC Summary for Pond N-POND: Inflow Area = 10.961 ac, 53.31% Impervious, Inflow Depth = 2.38" for 2-Year event Inflow = 24.24 cfs @ 12.23 hrs, Volume= 2.172 af Outflow = 15.63 cfs @ 12.45 hrs, Volume= 2.172 af, Atten= 36%, Lag= 13.3 min Primary = 15.63 cfs @ 12.45 hrs, Volume= 2.172 af Routed to Reach CR-NORTH : Secondary = 0.00 cfs @ 0.00 hrs, Volume= 0.000 af Routed to Reach CR-NORTH : Routing by Dyn-Stor-Ind method, Time Span= 0.00-300.00 hrs, dt= 0.05 hrs Starting Elev= 943.00' Surf.Area= 14,550 sf Storage= 57,700 cf Peak Elev= 944.99' @ 12.45 hrs Surf.Area= 19,341 sf Storage= 91,381 cf (33,681 cf above start) Plug-Flow detention time= 418.8 min calculated for 0.847 af (39% of inflow) Center-of-Mass det. time= 106.6 min ( 878.2 - 771.6 ) Volume Invert Avail.Storage Storage Description 1 933.00' 136,056 cf Custom Stage Data (Prismatic) Listed below (Recalc) Elevation Surf.Area Inc.Store Cum.Store feet) (sq-ft) (cubic-feet) (cubic-feet) 933.00 900 0 0 942.00 9,275 45,788 45,788 943.00 14,550 11,913 57,700 944.00 16,910 15,730 73,430 945.00 19,365 18,138 91,568 946.00 21,685 20,525 112,093 946.50 23,085 11,193 123,285 947.00 28,000 12,771 136,056 Device Routing Invert Outlet Devices 1 Secondary 946.00'10.0' long x 10.0' breadth Broad-Crested Rectangular Weir Head (feet) 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60 Coef. (English) 2.49 2.56 2.70 2.69 2.68 2.69 2.67 2.64 2 Primary 938.00'42.0" Round Culvert L= 108.0' Ke= 0.500 Inlet / Outlet Invert= 938.00' / 932.75' S= 0.0486 '/' Cc= 0.900 n= 0.013, Flow Area= 9.62 sf 3 Device 2 943.00'10.0" W x 8.0" H Vert. Orifice/Grate C= 0.600 Limited to weir flow at low heads 4 Device 2 944.25'6.0' long Sharp-Crested Rectangular Weir 2 End Contraction(s) 5 Device 2 945.15'36.0" Horiz. Orifice/Grate C= 0.600 Limited to weir flow at low heads 421667 MSE 24-hr 3 2-Year Rainfall=2.87", AMC=321602 - PROPOSED-skimmer Printed 1/11/2023PreparedbyLoucks & Associates Page32HydroCAD® 10.20-2d s/n 02676 © 2021 HydroCAD Software Solutions LLC Primary OutFlow Max=15.61 cfs @ 12.45 hrs HW=944.99' TW=0.00' (Dynamic Tailwater) 2=Culvert (Passes 15.61 cfs of 106.04 cfs potential flow) 3=Orifice/Grate (Orifice Controls 3.44 cfs @ 6.19 fps) 4=Sharp-Crested Rectangular Weir (Weir Controls 12.17 cfs @ 2.81 fps) 5=Orifice/Grate ( Controls 0.00 cfs) Secondary OutFlow Max=0.00 cfs @ 0.00 hrs HW=943.00' TW=0.00' (Dynamic Tailwater) 1=Broad-Crested Rectangular Weir ( Controls 0.00 cfs) 422668 MSE 24-hr 3 2-Year Rainfall=2.87", AMC=321602 - PROPOSED-skimmer Printed 1/11/2023PreparedbyLoucks & Associates Page33HydroCAD® 10.20-2d s/n 02676 © 2021 HydroCAD Software Solutions LLC Stage-Area-Storage for Pond N-POND: Elevation feet) Surface sq-ft) Storage cubic-feet) 933.00 900 0 933.20 1,086 199 933.40 1,272 434 933.60 1,458 708 933.80 1,644 1,018 934.00 1,831 1,365 934.20 2,017 1,750 934.40 2,203 2,172 934.60 2,389 2,631 934.80 2,575 3,127 935.00 2,761 3,661 935.20 2,947 4,232 935.40 3,133 4,840 935.60 3,319 5,485 935.80 3,506 6,168 936.00 3,692 6,888 936.20 3,878 7,644 936.40 4,064 8,439 936.60 4,250 9,270 936.80 4,436 10,139 937.00 4,622 11,044 937.20 4,808 11,988 937.40 4,994 12,968 937.60 5,181 13,985 937.80 5,367 15,040 938.00 5,553 16,132 938.20 5,739 17,261 938.40 5,925 18,427 938.60 6,111 19,631 938.80 6,297 20,872 939.00 6,483 22,150 939.20 6,669 23,465 939.40 6,856 24,818 939.60 7,042 26,208 939.80 7,228 27,634 940.00 7,414 29,099 940.20 7,600 30,600 940.40 7,786 32,139 940.60 7,972 33,714 940.80 8,158 35,327 941.00 8,344 36,978 941.20 8,531 38,665 941.40 8,717 40,390 941.60 8,903 42,152 941.80 9,089 43,951 942.00 9,275 45,788 942.20 10,330 47,748 942.40 11,385 49,919 942.60 12,440 52,302 942.80 13,495 54,895 943.00 14,550 57,700 943.20 15,022 60,657 Elevation feet) Surface sq-ft) Storage cubic-feet) 943.40 15,494 63,709 943.60 15,966 66,855 943.80 16,438 70,095 944.00 16,910 73,430 944.20 17,401 76,861 944.40 17,892 80,390 944.60 18,383 84,018 944.80 18,874 87,744 945.00 19,365 91,568 945.20 19,829 95,487 945.40 20,293 99,499 945.60 20,757 103,604 945.80 21,221 107,802 946.00 21,685 112,093 946.20 22,245 116,486 946.40 22,805 120,990 946.60 24,068 125,643 946.80 26,034 130,653 947.00 28,000 136,056 423669 MSE 24-hr 3 2-Year Rainfall=2.87", AMC=321602 - PROPOSED-skimmer Printed 1/11/2023PreparedbyLoucks & Associates Page34HydroCAD® 10.20-2d s/n 02676 © 2021 HydroCAD Software Solutions LLC Summary for Pond North: Inflow Area = 23.368 ac, 0.46% Impervious, Inflow Depth = 2.23" for 2-Year event Inflow = 48.18 cfs @ 12.37 hrs, Volume= 4.337 af Outflow = 20.95 cfs @ 12.75 hrs, Volume= 4.337 af, Atten= 57%, Lag= 22.4 min Discarded = 0.08 cfs @ 12.75 hrs, Volume= 0.051 af Primary = 20.86 cfs @ 12.75 hrs, Volume= 4.286 af Routed to Pond WET1 : (new Pond) Routing by Dyn-Stor-Ind method, Time Span= 0.00-300.00 hrs, dt= 0.05 hrs Peak Elev= 957.24' @ 12.75 hrs Surf.Area= 61,048 sf Storage= 64,617 cf Plug-Flow detention time= 55.2 min calculated for 4.336 af (100% of inflow) Center-of-Mass det. time= 55.3 min ( 852.0 - 796.6 ) Volume Invert Avail.Storage Storage Description 1 955.00' 341,830 cf Custom Stage Data (Prismatic) Listed below (Recalc) Elevation Surf.Area Inc.Store Cum.Store feet) (sq-ft) (cubic-feet) (cubic-feet) 955.00 8,000 0 0 956.00 20,320 14,160 14,160 958.00 86,000 106,320 120,480 960.00 135,350 221,350 341,830 Device Routing Invert Outlet Devices 1 Primary 955.00'33.0" Round Culvert L= 82.0' Ke= 0.500 Inlet / Outlet Invert= 955.00' / 954.59' S= 0.0050 '/' Cc= 0.900 n= 0.013, Flow Area= 5.94 sf 2 Discarded 955.00'0.060 in/hr Exfiltration over Surface area Discarded OutFlow Max=0.08 cfs @ 12.75 hrs HW=957.24' (Free Discharge) 2=Exfiltration (Exfiltration Controls 0.08 cfs) Primary OutFlow Max=20.86 cfs @ 12.75 hrs HW=957.24' TW=954.44' (Dynamic Tailwater) 1=Culvert (Barrel Controls 20.86 cfs @ 5.49 fps) 424670 MSE 24-hr 3 2-Year Rainfall=2.87", AMC=321602 - PROPOSED-skimmer Printed 1/11/2023PreparedbyLoucks & Associates Page35HydroCAD® 10.20-2d s/n 02676 © 2021 HydroCAD Software Solutions LLC Stage-Area-Storage for Pond North: Elevation feet) Surface sq-ft) Storage cubic-feet) 955.00 8,000 0 955.05 8,616 415 955.10 9,232 862 955.15 9,848 1,339 955.20 10,464 1,846 955.25 11,080 2,385 955.30 11,696 2,954 955.35 12,312 3,555 955.40 12,928 4,186 955.45 13,544 4,847 955.50 14,160 5,540 955.55 14,776 6,263 955.60 15,392 7,018 955.65 16,008 7,803 955.70 16,624 8,618 955.75 17,240 9,465 955.80 17,856 10,342 955.85 18,472 11,251 955.90 19,088 12,190 955.95 19,704 13,159 956.00 20,320 14,160 956.05 21,962 15,217 956.10 23,604 16,356 956.15 25,246 17,577 956.20 26,888 18,881 956.25 28,530 20,266 956.30 30,172 21,734 956.35 31,814 23,283 956.40 33,456 24,915 956.45 35,098 26,629 956.50 36,740 28,425 956.55 38,382 30,303 956.60 40,024 32,263 956.65 41,666 34,305 956.70 43,308 36,430 956.75 44,950 38,636 956.80 46,592 40,925 956.85 48,234 43,295 956.90 49,876 45,748 956.95 51,518 48,283 957.00 53,160 50,900 957.05 54,802 53,599 957.10 56,444 56,380 957.15 58,086 59,243 957.20 59,728 62,189 957.25 61,370 65,216 957.30 63,012 68,326 957.35 64,654 71,517 957.40 66,296 74,791 957.45 67,938 78,147 957.50 69,580 81,585 957.55 71,222 85,105 Elevation feet) Surface sq-ft) Storage cubic-feet) 957.60 72,864 88,707 957.65 74,506 92,391 957.70 76,148 96,158 957.75 77,790 100,006 957.80 79,432 103,937 957.85 81,074 107,949 957.90 82,716 112,044 957.95 84,358 116,221 958.00 86,000 120,480 958.05 87,234 124,811 958.10 88,468 129,203 958.15 89,701 133,658 958.20 90,935 138,174 958.25 92,169 142,751 958.30 93,402 147,390 958.35 94,636 152,091 958.40 95,870 156,854 958.45 97,104 161,678 958.50 98,338 166,564 958.55 99,571 171,512 958.60 100,805 176,522 958.65 102,039 181,593 958.70 103,273 186,725 958.75 104,506 191,920 958.80 105,740 197,176 958.85 106,974 202,494 958.90 108,207 207,873 958.95 109,441 213,315 959.00 110,675 218,818 959.05 111,909 224,382 959.10 113,143 230,008 959.15 114,376 235,696 959.20 115,610 241,446 959.25 116,844 247,257 959.30 118,077 253,130 959.35 119,311 259,065 959.40 120,545 265,061 959.45 121,779 271,120 959.50 123,013 277,239 959.55 124,246 283,421 959.60 125,480 289,664 959.65 126,714 295,969 959.70 127,948 302,335 959.75 129,181 308,764 959.80 130,415 315,253 959.85 131,649 321,805 959.90 132,882 328,418 959.95 134,116 335,093 960.00 135,350 341,830 425671 MSE 24-hr 3 2-Year Rainfall=2.87", AMC=321602 - PROPOSED-skimmer Printed 1/11/2023PreparedbyLoucks & Associates Page36HydroCAD® 10.20-2d s/n 02676 © 2021 HydroCAD Software Solutions LLC Summary for Pond P5: Inflow Area = 6.646 ac, 37.80% Impervious, Inflow Depth = 2.26" for 2-Year event Inflow = 12.25 cfs @ 12.38 hrs, Volume= 1.251 af Outflow = 4.87 cfs @ 12.86 hrs, Volume= 1.250 af, Atten= 60%, Lag= 28.8 min Primary = 4.87 cfs @ 12.86 hrs, Volume= 1.250 af Routed to Pond WET1 : (new Pond) Routing by Dyn-Stor-Ind method, Time Span= 0.00-300.00 hrs, dt= 0.05 hrs Starting Elev= 959.00' Surf.Area= 13,050 sf Storage= 30,018 cf Peak Elev= 960.23' @ 12.86 hrs Surf.Area= 23,682 sf Storage= 53,269 cf (23,251 cf above start) Plug-Flow detention time= 479.9 min calculated for 0.561 af (45% of inflow) Center-of-Mass det. time= 164.9 min ( 954.4 - 789.6 ) Volume Invert Avail.Storage Storage Description 1 952.00' 187,617 cf Custom Stage Data (Prismatic) Listed below (Recalc) Elevation Surf.Area Inc.Store Cum.Store feet) (sq-ft) (cubic-feet) (cubic-feet) 952.00 88 0 0 954.00 1,300 1,388 1,388 956.00 3,675 4,975 6,363 958.00 8,970 12,645 19,008 959.00 13,050 11,010 30,018 960.00 22,650 17,850 47,868 960.70 25,750 16,940 64,808 962.00 34,180 38,954 103,762 964.00 49,675 83,855 187,617 Device Routing Invert Outlet Devices 1 Primary 959.00'18.0" Round Culvert L= 192.0' Ke= 0.500 Inlet / Outlet Invert= 959.00' / 958.04' S= 0.0050 '/' Cc= 0.900 n= 0.013, Flow Area= 1.77 sf Primary OutFlow Max=4.87 cfs @ 12.86 hrs HW=960.23' TW=954.40' (Dynamic Tailwater) 1=Culvert (Barrel Controls 4.87 cfs @ 4.26 fps) 426672 MSE 24-hr 3 2-Year Rainfall=2.87", AMC=321602 - PROPOSED-skimmer Printed 1/11/2023PreparedbyLoucks & Associates Page37HydroCAD® 10.20-2d s/n 02676 © 2021 HydroCAD Software Solutions LLC Stage-Area-Storage for Pond P5: Elevation feet) Surface sq-ft) Storage cubic-feet) 952.00 88 0 952.20 209 30 952.40 330 84 952.60 452 162 952.80 573 264 953.00 694 391 953.20 815 542 953.40 936 717 953.60 1,058 916 953.80 1,179 1,140 954.00 1,300 1,388 954.20 1,538 1,672 954.40 1,775 2,003 954.60 2,013 2,382 954.80 2,250 2,808 955.00 2,488 3,282 955.20 2,725 3,803 955.40 2,962 4,372 955.60 3,200 4,988 955.80 3,437 5,652 956.00 3,675 6,363 956.20 4,205 7,151 956.40 4,734 8,045 956.60 5,264 9,045 956.80 5,793 10,150 957.00 6,323 11,362 957.20 6,852 12,679 957.40 7,381 14,103 957.60 7,911 15,632 957.80 8,440 17,267 958.00 8,970 19,008 958.20 9,786 20,884 958.40 10,602 22,922 958.60 11,418 25,124 958.80 12,234 27,490 959.00 13,050 30,018 959.20 14,970 32,820 959.40 16,890 36,006 959.60 18,810 39,576 959.80 20,730 43,530 960.00 22,650 47,868 960.20 23,536 52,487 960.40 24,421 57,282 960.60 25,307 62,255 960.80 26,398 67,415 961.00 27,695 72,825 961.20 28,992 78,494 961.40 30,289 84,422 961.60 31,586 90,609 961.80 32,883 97,056 962.00 34,180 103,762 962.20 35,730 110,753 Elevation feet) Surface sq-ft) Storage cubic-feet) 962.40 37,279 118,054 962.60 38,829 125,665 962.80 40,378 133,586 963.00 41,928 141,816 963.20 43,477 150,357 963.40 45,026 159,207 963.60 46,576 168,367 963.80 48,125 177,837 964.00 49,675 187,617 427673 MSE 24-hr 3 2-Year Rainfall=2.87", AMC=321602 - PROPOSED-skimmer Printed 1/11/2023PreparedbyLoucks & Associates Page38HydroCAD® 10.20-2d s/n 02676 © 2021 HydroCAD Software Solutions LLC Summary for Pond S-POND: Inflow Area = 5.619 ac, 63.09% Impervious, Inflow Depth = 2.46" for 2-Year event Inflow = 17.52 cfs @ 12.19 hrs, Volume= 1.154 af Outflow = 8.11 cfs @ 12.38 hrs, Volume= 1.154 af, Atten= 54%, Lag= 11.2 min Primary = 8.11 cfs @ 12.38 hrs, Volume= 1.154 af Routed to Reach CR-SOUTH : Secondary = 0.00 cfs @ 0.00 hrs, Volume= 0.000 af Routed to Reach CR-SOUTH : Routing by Dyn-Stor-Ind method, Time Span= 0.00-300.00 hrs, dt= 0.05 hrs Starting Elev= 942.00' Surf.Area= 10,940 sf Storage= 39,633 cf Peak Elev= 943.47' @ 12.38 hrs Surf.Area= 16,555 sf Storage= 60,032 cf (20,399 cf above start) Plug-Flow detention time= 643.1 min calculated for 0.244 af (21% of inflow) Center-of-Mass det. time= 116.8 min ( 878.9 - 762.0 ) Volume Invert Avail.Storage Storage Description 1 933.00' 125,414 cf Custom Stage Data (Prismatic) Listed below (Recalc) Elevation Surf.Area Inc.Store Cum.Store feet) (sq-ft) (cubic-feet) (cubic-feet) 933.00 750 0 0 941.00 6,925 30,700 30,700 942.00 10,940 8,933 39,633 943.00 15,125 13,033 52,665 944.00 18,200 16,663 69,328 945.00 21,500 19,850 89,178 946.00 25,025 23,263 112,440 946.50 26,870 12,974 125,414 Device Routing Invert Outlet Devices 1 Secondary 946.00'10.0' long x 10.0' breadth Broad-Crested Rectangular Weir Head (feet) 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60 Coef. (English) 2.49 2.56 2.70 2.69 2.68 2.69 2.67 2.64 2 Primary 934.00'30.0" Round Culvert L= 116.0' Ke= 0.500 Inlet / Outlet Invert= 934.00' / 925.00' S= 0.0776 '/' Cc= 0.900 n= 0.013, Flow Area= 4.91 sf 3 Device 2 942.00'9.0" W x 6.0" H Vert. Orifice/Grate C= 0.600 Limited to weir flow at low heads 4 Device 2 943.00'6.0' long Sharp-Crested Rectangular Weir 2 End Contraction(s) 5 Device 2 945.00'36.0" Horiz. Orifice/Grate C= 0.600 Limited to weir flow at low heads 428674 MSE 24-hr 3 2-Year Rainfall=2.87", AMC=321602 - PROPOSED-skimmer Printed 1/11/2023PreparedbyLoucks & Associates Page39HydroCAD® 10.20-2d s/n 02676 © 2021 HydroCAD Software Solutions LLC Primary OutFlow Max=8.07 cfs @ 12.38 hrs HW=943.46' TW=0.00' (Dynamic Tailwater) 2=Culvert (Passes 8.07 cfs of 67.74 cfs potential flow) 3=Orifice/Grate (Orifice Controls 1.99 cfs @ 5.29 fps) 4=Sharp-Crested Rectangular Weir (Weir Controls 6.09 cfs @ 2.23 fps) 5=Orifice/Grate ( Controls 0.00 cfs) Secondary OutFlow Max=0.00 cfs @ 0.00 hrs HW=942.00' TW=0.00' (Dynamic Tailwater) 1=Broad-Crested Rectangular Weir ( Controls 0.00 cfs) 429675 MSE 24-hr 3 2-Year Rainfall=2.87", AMC=321602 - PROPOSED-skimmer Printed 1/11/2023PreparedbyLoucks & Associates Page40HydroCAD® 10.20-2d s/n 02676 © 2021 HydroCAD Software Solutions LLC Stage-Area-Storage for Pond S-POND: Elevation feet) Surface sq-ft) Storage cubic-feet) 933.00 750 0 933.20 904 165 933.40 1,059 362 933.60 1,213 589 933.80 1,367 847 934.00 1,522 1,136 934.20 1,676 1,456 934.40 1,831 1,806 934.60 1,985 2,188 934.80 2,139 2,600 935.00 2,294 3,044 935.20 2,448 3,518 935.40 2,602 4,023 935.60 2,757 4,559 935.80 2,911 5,126 936.00 3,066 5,723 936.20 3,220 6,352 936.40 3,374 7,011 936.60 3,529 7,702 936.80 3,683 8,423 937.00 3,838 9,175 937.20 3,992 9,958 937.40 4,146 10,772 937.60 4,301 11,616 937.80 4,455 12,492 938.00 4,609 13,398 938.20 4,764 14,336 938.40 4,918 15,304 938.60 5,073 16,303 938.80 5,227 17,333 939.00 5,381 18,394 939.20 5,536 19,485 939.40 5,690 20,608 939.60 5,844 21,761 939.80 5,999 22,946 940.00 6,153 24,161 940.20 6,308 25,407 940.40 6,462 26,684 940.60 6,616 27,992 940.80 6,771 29,330 941.00 6,925 30,700 941.20 7,728 32,165 941.40 8,531 33,791 941.60 9,334 35,578 941.80 10,137 37,525 942.00 10,940 39,633 942.20 11,777 41,904 942.40 12,614 44,343 942.60 13,451 46,950 942.80 14,288 49,724 943.00 15,125 52,665 943.20 15,740 55,752 Elevation feet) Surface sq-ft) Storage cubic-feet) 943.40 16,355 58,961 943.60 16,970 62,294 943.80 17,585 65,749 944.00 18,200 69,328 944.20 18,860 73,034 944.40 19,520 76,871 944.60 20,180 80,842 944.80 20,840 84,943 945.00 21,500 89,178 945.20 22,205 93,548 945.40 22,910 98,059 945.60 23,615 102,712 945.80 24,320 107,505 946.00 25,025 112,440 946.20 25,763 117,519 946.40 26,501 122,745 430676 MSE 24-hr 3 2-Year Rainfall=2.87", AMC=321602 - PROPOSED-skimmer Printed 1/11/2023PreparedbyLoucks & Associates Page41HydroCAD® 10.20-2d s/n 02676 © 2021 HydroCAD Software Solutions LLC Summary for Pond TANK: Inflow Area = 1.842 ac,100.00% Impervious, Inflow Depth = 2.75" for 2-Year event Inflow = 7.17 cfs @ 12.15 hrs, Volume= 0.422 af Outflow = 6.36 cfs @ 12.19 hrs, Volume= 0.422 af, Atten= 11%, Lag= 2.4 min Primary = 6.36 cfs @ 12.19 hrs, Volume= 0.422 af Routed to Pond N-POND : Routing by Dyn-Stor-Ind method, Time Span= 0.00-300.00 hrs, dt= 0.05 hrs Starting Elev= 946.50' Surf.Area= 0.059 ac Storage= 0.099 af Peak Elev= 947.18' @ 12.19 hrs Surf.Area= 0.060 ac Storage= 0.128 af (0.029 af above start) Plug-Flow detention time= 122.9 min calculated for 0.323 af (76% of inflow) Center-of-Mass det. time= 7.0 min ( 752.1 - 745.1 ) Volume Invert Avail.Storage Storage Description 1A 943.00' 0.000 af 35.00'W x 74.00'L x 7.00'H Field A 0.416 af Overall - 0.199 af Embedded = 0.218 af x 0.0% Voids 2A 943.50' 0.199 af CMP Round 72 x 12 Inside #1 Effective Size= 72.0"W x 72.0"H => 28.27 sf x 20.00'L = 565.5 cf Overall Size= 72.0"W x 72.0"H x 20.00'L 12 Chambers in 4 Rows 33.00' Header x 28.27 sf x 2 = 1,866.1 cf Inside 3 949.50' 0.001 af 2.50'D x 3.00'H Vertical Cone/Cylinder x 2 4 946.50' 0.001 af 12.0" Round Pipe Storage x 2 L= 20.0' S= 0.0010 '/' 0.200 af Total Available Storage Storage Group A created with Chamber Wizard Device Routing Invert Outlet Devices 1 Primary 946.00'21.0" Round Culvert L= 17.0' Ke= 0.500 Inlet / Outlet Invert= 946.00' / 945.49' S= 0.0300 '/' Cc= 0.900 n= 0.013, Flow Area= 2.41 sf 2 Device 1 946.50'4.0' long Sharp-Crested Rectangular Weir 2 End Contraction(s) Primary OutFlow Max=6.26 cfs @ 12.19 hrs HW=947.17' TW=944.54' (Dynamic Tailwater) 1=Culvert (Inlet Controls 6.26 cfs @ 3.68 fps) 2=Sharp-Crested Rectangular Weir (Passes 6.26 cfs of 6.87 cfs potential flow) 431677 MSE 24-hr 3 2-Year Rainfall=2.87", AMC=321602 - PROPOSED-skimmer Printed 1/11/2023PreparedbyLoucks & Associates Page42HydroCAD® 10.20-2d s/n 02676 © 2021 HydroCAD Software Solutions LLC Stage-Area-Storage for Pond TANK: Elevation feet) Storage acre-feet) 943.00 0.000 943.10 0.000 943.20 0.000 943.30 0.000 943.40 0.000 943.50 0.000 943.60 0.001 943.70 0.002 943.80 0.004 943.90 0.006 944.00 0.008 944.10 0.010 944.20 0.013 944.30 0.016 944.40 0.019 944.50 0.022 944.60 0.025 944.70 0.028 944.80 0.032 944.90 0.035 945.00 0.039 945.10 0.043 945.20 0.046 945.30 0.050 945.40 0.054 945.50 0.058 945.60 0.062 945.70 0.066 945.80 0.070 945.90 0.074 946.00 0.078 946.10 0.083 946.20 0.087 946.30 0.091 946.40 0.095 946.50 0.099 946.60 0.104 946.70 0.108 946.80 0.112 946.90 0.116 947.00 0.121 947.10 0.125 947.20 0.129 947.30 0.133 947.40 0.137 947.50 0.141 947.60 0.145 947.70 0.149 947.80 0.153 947.90 0.157 948.00 0.161 948.10 0.164 Elevation feet) Storage acre-feet) 948.20 0.168 948.30 0.171 948.40 0.174 948.50 0.178 948.60 0.181 948.70 0.184 948.80 0.186 948.90 0.189 949.00 0.191 949.10 0.194 949.20 0.196 949.30 0.197 949.40 0.199 949.50 0.199 949.60 0.199 949.70 0.199 949.80 0.199 949.90 0.199 950.00 0.199 950.10 0.199 950.20 0.200 950.30 0.200 950.40 0.200 950.50 0.200 950.60 0.200 950.70 0.200 950.80 0.200 950.90 0.200 951.00 0.200 951.10 0.200 951.20 0.200 951.30 0.200 951.40 0.200 951.50 0.200 951.60 0.200 951.70 0.200 951.80 0.200 951.90 0.200 952.00 0.200 952.10 0.200 952.20 0.200 952.30 0.200 952.40 0.200 952.50 0.200 432678 MSE 24-hr 3 2-Year Rainfall=2.87", AMC=321602 - PROPOSED-skimmer Printed 1/11/2023PreparedbyLoucks & Associates Page43HydroCAD® 10.20-2d s/n 02676 © 2021 HydroCAD Software Solutions LLC Summary for Pond WET1: (new Pond) Inflow Area = 45.044 ac, 9.38% Impervious, Inflow Depth = 2.13" for 2-Year event Inflow = 46.81 cfs @ 12.37 hrs, Volume= 8.007 af Outflow = 38.49 cfs @ 12.63 hrs, Volume= 8.007 af, Atten= 18%, Lag= 16.1 min Discarded = 0.06 cfs @ 12.63 hrs, Volume= 0.090 af Primary = 38.43 cfs @ 12.63 hrs, Volume= 7.917 af Routed to Pond Ditch : (new Pond) Routing by Dyn-Stor-Ind method, Time Span= 0.00-300.00 hrs, dt= 0.05 hrs Peak Elev= 954.45' @ 12.63 hrs Surf.Area= 42,129 sf Storage= 32,340 cf Plug-Flow detention time= 29.9 min calculated for 8.006 af (100% of inflow) Center-of-Mass det. time= 30.0 min ( 879.5 - 849.6 ) Volume Invert Avail.Storage Storage Description 1 952.75' 225,648 cf Custom Stage Data (Prismatic) Listed below (Recalc) Elevation Surf.Area Inc.Store Cum.Store feet) (sq-ft) (cubic-feet) (cubic-feet) 952.75 20 0 0 953.00 3,000 378 378 954.00 28,905 15,953 16,330 955.00 58,240 43,573 59,903 956.00 84,125 71,183 131,085 957.00 105,000 94,563 225,648 Device Routing Invert Outlet Devices 1 Discarded 952.75'0.060 in/hr Exfiltration over Surface area 2 Primary 953.18'10.0' long x 10.0' breadth Broad-Crested Rectangular Weir Head (feet) 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60 Coef. (English) 2.49 2.56 2.70 2.69 2.68 2.69 2.67 2.64 Discarded OutFlow Max=0.06 cfs @ 12.63 hrs HW=954.45' (Free Discharge) 1=Exfiltration (Exfiltration Controls 0.06 cfs) Primary OutFlow Max=38.40 cfs @ 12.63 hrs HW=954.45' TW=952.76' (Dynamic Tailwater) 2=Broad-Crested Rectangular Weir (Weir Controls 38.40 cfs @ 3.02 fps) 433679 MSE 24-hr 3 2-Year Rainfall=2.87", AMC=321602 - PROPOSED-skimmer Printed 1/11/2023PreparedbyLoucks & Associates Page44HydroCAD® 10.20-2d s/n 02676 © 2021 HydroCAD Software Solutions LLC Stage-Area-Storage for Pond WET1: (new Pond) Elevation feet) Surface sq-ft) Storage cubic-feet) 952.75 20 0 952.80 616 16 952.85 1,212 62 952.90 1,808 137 952.95 2,404 242 953.00 3,000 378 953.05 4,295 560 953.10 5,591 807 953.15 6,886 1,119 953.20 8,181 1,496 953.25 9,476 1,937 953.30 10,771 2,443 953.35 12,067 3,014 953.40 13,362 3,650 953.45 14,657 4,350 953.50 15,953 5,116 953.55 17,248 5,946 953.60 18,543 6,840 953.65 19,838 7,800 953.70 21,134 8,824 953.75 22,429 9,913 953.80 23,724 11,067 953.85 25,019 12,286 953.90 26,314 13,569 953.95 27,610 14,917 954.00 28,905 16,330 954.05 30,372 17,812 954.10 31,839 19,367 954.15 33,305 20,996 954.20 34,772 22,698 954.25 36,239 24,473 954.30 37,705 26,322 954.35 39,172 28,244 954.40 40,639 30,239 954.45 42,106 32,307 954.50 43,573 34,449 954.55 45,039 36,665 954.60 46,506 38,953 954.65 47,973 41,315 954.70 49,440 43,751 954.75 50,906 46,259 954.80 52,373 48,841 954.85 53,840 51,497 954.90 55,306 54,225 954.95 56,773 57,027 955.00 58,240 59,903 955.05 59,534 62,847 955.10 60,829 65,856 955.15 62,123 68,930 955.20 63,417 72,068 955.25 64,711 75,271 955.30 66,005 78,539 Elevation feet) Surface sq-ft) Storage cubic-feet) 955.35 67,300 81,872 955.40 68,594 85,269 955.45 69,888 88,731 955.50 71,183 92,258 955.55 72,477 95,850 955.60 73,771 99,506 955.65 75,065 103,227 955.70 76,360 107,012 955.75 77,654 110,863 955.80 78,948 114,778 955.85 80,242 118,757 955.90 81,536 122,802 955.95 82,831 126,911 956.00 84,125 131,085 956.05 85,169 135,317 956.10 86,213 139,602 956.15 87,256 143,939 956.20 88,300 148,328 956.25 89,344 152,769 956.30 90,387 157,262 956.35 91,431 161,807 956.40 92,475 166,405 956.45 93,519 171,055 956.50 94,563 175,757 956.55 95,606 180,511 956.60 96,650 185,318 956.65 97,694 190,176 956.70 98,738 195,087 956.75 99,781 200,050 956.80 100,825 205,065 956.85 101,869 210,132 956.90 102,912 215,252 956.95 103,956 220,424 957.00 105,000 225,648 434680 MSE 24-hr 3 2-Year Rainfall=2.87", AMC=321602 - PROPOSED-skimmer Printed 1/11/2023PreparedbyLoucks & Associates Page45HydroCAD® 10.20-2d s/n 02676 © 2021 HydroCAD Software Solutions LLC Summary for Pond WET1-void: Volume Invert Avail.Storage Storage Description 1 952.75' 144,190 cf Custom Stage Data (Prismatic) Listed below (Recalc) Elevation Surf.Area Inc.Store Cum.Store feet) (sq-ft) (cubic-feet) (cubic-feet) 952.75 20 0 0 953.00 3,700 465 465 954.00 32,300 18,000 18,465 955.00 63,800 48,050 66,515 956.00 91,550 77,675 144,190 Device Routing Invert Outlet Devices 1 Discarded 952.75'0.060 in/hr Exfiltration over Surface area 2 Primary 946.68'42.0" Round RCP_Round 42" L= 500.0' Ke= 0.500 Inlet / Outlet Invert= 946.68' / 944.18' S= 0.0050 '/' Cc= 0.900 n= 0.013, Flow Area= 9.62 sf 3 Device 2 953.18'8.7' long Sharp-Crested Vee/Trap Weir Cv= 2.62 (C= 3.28) Discarded OutFlow Max=0.00 cfs @ 0.00 hrs HW=0.00' (Free Discharge) 1=Exfiltration ( Controls 0.00 cfs) Primary OutFlow Max=0.00 cfs @ 0.00 hrs HW=0.00' (Free Discharge) 2=RCP_Round 42" ( Controls 0.00 cfs) 3=Sharp-Crested Vee/Trap Weir ( Controls 0.00 cfs) 435681 MSE 24-hr 3 2-Year Rainfall=2.87", AMC=321602 - PROPOSED-skimmer Printed 1/11/2023PreparedbyLoucks & Associates Page46HydroCAD® 10.20-2d s/n 02676 © 2021 HydroCAD Software Solutions LLC Stage-Area-Storage for Pond WET1-void: Elevation feet) Surface sq-ft) Storage cubic-feet) 952.75 20 0 952.80 756 19 952.85 1,492 76 952.90 2,228 169 952.95 2,964 298 953.00 3,700 465 953.05 5,130 686 953.10 6,560 978 953.15 7,990 1,342 953.20 9,420 1,777 953.25 10,850 2,284 953.30 12,280 2,862 953.35 13,710 3,512 953.40 15,140 4,233 953.45 16,570 5,026 953.50 18,000 5,890 953.55 19,430 6,826 953.60 20,860 7,833 953.65 22,290 8,912 953.70 23,720 10,062 953.75 25,150 11,284 953.80 26,580 12,577 953.85 28,010 13,942 953.90 29,440 15,378 953.95 30,870 16,886 954.00 32,300 18,465 954.05 33,875 20,119 954.10 35,450 21,853 954.15 37,025 23,664 954.20 38,600 25,555 954.25 40,175 27,524 954.30 41,750 29,572 954.35 43,325 31,699 954.40 44,900 33,905 954.45 46,475 36,189 954.50 48,050 38,553 954.55 49,625 40,994 954.60 51,200 43,515 954.65 52,775 46,114 954.70 54,350 48,793 954.75 55,925 51,549 954.80 57,500 54,385 954.85 59,075 57,299 954.90 60,650 60,292 954.95 62,225 63,364 955.00 63,800 66,515 955.05 65,187 69,740 955.10 66,575 73,034 955.15 67,962 76,397 955.20 69,350 79,830 955.25 70,738 83,332 955.30 72,125 86,904 Elevation feet) Surface sq-ft) Storage cubic-feet) 955.35 73,513 90,545 955.40 74,900 94,255 955.45 76,288 98,035 955.50 77,675 101,884 955.55 79,062 105,802 955.60 80,450 109,790 955.65 81,837 113,847 955.70 83,225 117,974 955.75 84,613 122,170 955.80 86,000 126,435 955.85 87,388 130,770 955.90 88,775 135,174 955.95 90,163 139,647 956.00 91,550 144,190 436682 MSE 24-hr 3 10-Year Rainfall=4.27", AMC=321602 - PROPOSED-skimmer Printed 1/11/2023PreparedbyLoucks & Associates Page47HydroCAD® 10.20-2d s/n 02676 © 2021 HydroCAD Software Solutions LLC Summary for Subcatchment 500: (new Subcat) Runoff = 14.78 cfs @ 12.35 hrs, Volume= 1.367 af, Depth= 3.75" Routed to Pond P5 : Runoff by SCS TR-20 method, UH=SCS, Split Pervious/Imperv., Time Span= 0.00-300.00 hrs, dt= 0.05 hrs MSE 24-hr 3 10-Year Rainfall=4.27", AMC=3 Area (ac) CN Adj Description 2.123 98 0.758 80 >75% Grass cover, Good, HSG D 0.300 98 Water Surface, 0% imp, HSG D 1.189 78 Meadow, non-grazed, HSG D 4.370 89 96 Weighted Average, AMC Adjusted 2.247 81 92 51.42% Pervious Area, AMC Adjusted 2.123 98 99 48.58% Impervious Area, AMC Adjusted Tc Length Slope Velocity Capacity Description min) (feet) (ft/ft) (ft/sec) (cfs) 1.7 15 0.3000 0.14 Sheet Flow, Grass: Bermuda n= 0.410 P2= 2.84" 22.9 85 0.0150 0.06 Sheet Flow, Grass: Bermuda n= 0.410 P2= 2.84" 0.4 70 0.0300 2.60 Shallow Concentrated Flow, Grassed Waterway Kv= 15.0 fps 0.3 98 0.0120 4.97 3.90 Pipe Channel, 12.0" Round Area= 0.8 sf Perim= 3.1' r= 0.25' n= 0.013 25.3 268 Total 437683 MSE 24-hr 3 10-Year Rainfall=4.27", AMC=321602 - PROPOSED-skimmer Printed 1/11/2023PreparedbyLoucks & Associates Page48HydroCAD® 10.20-2d s/n 02676 © 2021 HydroCAD Software Solutions LLC Summary for Subcatchment 501: Runoff = 5.54 cfs @ 12.53 hrs, Volume= 0.634 af, Depth= 3.34" Routed to Pond P5 : Runoff by SCS TR-20 method, UH=SCS, Split Pervious/Imperv., Time Span= 0.00-300.00 hrs, dt= 0.05 hrs MSE 24-hr 3 10-Year Rainfall=4.27", AMC=3 Area (ac) CN Adj Description 0.389 98 1.787 78 Meadow, non-grazed, HSG D 0.100 80 >75% Grass cover, Good, HSG D 2.276 82 92 Weighted Average, AMC Adjusted 1.887 78 90 82.91% Pervious Area, AMC Adjusted 0.389 98 99 17.09% Impervious Area, AMC Adjusted Tc Length Slope Velocity Capacity Description min) (feet) (ft/ft) (ft/sec) (cfs) 30.7 100 0.0100 0.05 Sheet Flow, Grass: Bermuda n= 0.410 P2= 2.84" 9.1 815 0.0100 1.50 Shallow Concentrated Flow, Grassed Waterway Kv= 15.0 fps 39.8 915 Total 438684 MSE 24-hr 3 10-Year Rainfall=4.27", AMC=321602 - PROPOSED-skimmer Printed 1/11/2023PreparedbyLoucks & Associates Page49HydroCAD® 10.20-2d s/n 02676 © 2021 HydroCAD Software Solutions LLC Summary for Subcatchment BLDG: Runoff = 10.68 cfs @ 12.15 hrs, Volume= 0.637 af, Depth= 4.15" Routed to Pond TANK : Runoff by SCS TR-20 method, UH=SCS, Split Pervious/Imperv., Time Span= 0.00-300.00 hrs, dt= 0.05 hrs MSE 24-hr 3 10-Year Rainfall=4.27", AMC=3 Area (ac) CN Adj Description 0.000 80 >75% Grass cover, Good, HSG D 1.842 98 Paved parking, HSG D 1.842 98 99 Weighted Average, AMC Adjusted 1.842 98 99 100.00% Impervious Area, AMC Adjusted Tc Length Slope Velocity Capacity Description min) (feet) (ft/ft) (ft/sec) (cfs) 8.0 Direct Entry, 439685 MSE 24-hr 3 10-Year Rainfall=4.27", AMC=321602 - PROPOSED-skimmer Printed 1/11/2023PreparedbyLoucks & Associates Page50HydroCAD® 10.20-2d s/n 02676 © 2021 HydroCAD Software Solutions LLC Summary for Subcatchment COULTER: Runoff = 1.88 cfs @ 12.18 hrs, Volume= 0.110 af, Depth= 3.29" Routed to Reach COULT BLVD : Runoff by SCS TR-20 method, UH=SCS, Split Pervious/Imperv., Time Span= 0.00-300.00 hrs, dt= 0.05 hrs MSE 24-hr 3 10-Year Rainfall=4.27", AMC=3 Area (ac) CN Adj Description 0.006 98 0.000 85 Legumes, straight row, Good, HSG D 0.380 79 Woods/grass comb., Good, HSG D 0.014 84 diturbed landscape 0.400 79 91 Weighted Average, AMC Adjusted 0.394 79 91 98.50% Pervious Area, AMC Adjusted 0.006 98 99 1.50% Impervious Area, AMC Adjusted Tc Length Slope Velocity Capacity Description min) (feet) (ft/ft) (ft/sec) (cfs) 8.0 100 0.0500 0.21 Sheet Flow, Cultivated: Residue>20% n= 0.170 P2= 2.84" 0.8 100 0.0500 2.01 Shallow Concentrated Flow, Cultivated Straight Rows Kv= 9.0 fps 1.5 150 0.0350 1.68 Shallow Concentrated Flow, Cultivated Straight Rows Kv= 9.0 fps 10.3 350 Total 440686 MSE 24-hr 3 10-Year Rainfall=4.27", AMC=321602 - PROPOSED-skimmer Printed 1/11/2023PreparedbyLoucks & Associates Page51HydroCAD® 10.20-2d s/n 02676 © 2021 HydroCAD Software Solutions LLC Summary for Subcatchment CR-N: Runoff = 10.78 cfs @ 12.19 hrs, Volume= 0.643 af, Depth= 3.18" Routed to Reach CR-NORTH : Runoff by SCS TR-20 method, UH=SCS, Split Pervious/Imperv., Time Span= 0.00-300.00 hrs, dt= 0.05 hrs MSE 24-hr 3 10-Year Rainfall=4.27", AMC=3 Area (ac) CN Adj Description 0.000 80 >75% Grass cover, Good, HSG D 0.200 79 Woods/grass comb., Good, HSG D 2.128 78 Meadow, non-grazed, HSG D 0.000 98 0.100 84 disturbed landscape 2.428 78 90 Weighted Average, AMC Adjusted 2.428 78 90 100.00% Pervious Area, AMC Adjusted Tc Length Slope Velocity Capacity Description min) (feet) (ft/ft) (ft/sec) (cfs) 9.6 52 0.0500 0.09 Sheet Flow, GEN Grass: Bermuda n= 0.410 P2= 2.84" 1.6 160 0.0550 1.64 Shallow Concentrated Flow, Short Grass Pasture Kv= 7.0 fps 0.2 40 0.3000 3.83 Shallow Concentrated Flow, Short Grass Pasture Kv= 7.0 fps 11.4 252 Total 441687 MSE 24-hr 3 10-Year Rainfall=4.27", AMC=321602 - PROPOSED-skimmer Printed 1/11/2023PreparedbyLoucks & Associates Page52HydroCAD® 10.20-2d s/n 02676 © 2021 HydroCAD Software Solutions LLC Summary for Subcatchment CR-S: Runoff = 7.70 cfs @ 12.19 hrs, Volume= 0.461 af, Depth= 3.20" Routed to Reach CR-SOUTH : Runoff by SCS TR-20 method, UH=SCS, Split Pervious/Imperv., Time Span= 0.00-300.00 hrs, dt= 0.05 hrs MSE 24-hr 3 10-Year Rainfall=4.27", AMC=3 Area (ac) CN Adj Description 0.000 80 >75% Grass cover, Good, HSG D 0.200 79 Woods/grass comb., Good, HSG D 1.477 78 Meadow, non-grazed, HSG D 0.050 98 0.000 84 disturbed landscape 1.727 79 91 Weighted Average, AMC Adjusted 1.677 78 90 97.10% Pervious Area, AMC Adjusted 0.050 98 99 2.90% Impervious Area, AMC Adjusted Tc Length Slope Velocity Capacity Description min) (feet) (ft/ft) (ft/sec) (cfs) 9.6 52 0.0500 0.09 Sheet Flow, GEN Grass: Bermuda n= 0.410 P2= 2.84" 1.6 160 0.0550 1.64 Shallow Concentrated Flow, Short Grass Pasture Kv= 7.0 fps 0.2 40 0.3000 3.83 Shallow Concentrated Flow, Short Grass Pasture Kv= 7.0 fps 11.4 252 Total 442688 MSE 24-hr 3 10-Year Rainfall=4.27", AMC=321602 - PROPOSED-skimmer Printed 1/11/2023PreparedbyLoucks & Associates Page53HydroCAD® 10.20-2d s/n 02676 © 2021 HydroCAD Software Solutions LLC Summary for Subcatchment D-NORTH: Runoff = 11.11 cfs @ 12.11 hrs, Volume= 0.531 af, Depth= 3.28" Routed to Pond N-POND : Runoff by SCS TR-20 method, UH=SCS, Split Pervious/Imperv., Time Span= 0.00-300.00 hrs, dt= 0.05 hrs MSE 24-hr 3 10-Year Rainfall=4.27", AMC=3 Area (ac) CN Adj Description 1.759 80 >75% Grass cover, Good, HSG D 0.000 98 Paved parking, HSG D 0.170 84 Disturbed Landscape 0.013 98 Unconnected pavement, HSG D 1.942 80 91 Weighted Average, AMC Adjusted 1.929 80 91 99.33% Pervious Area, AMC Adjusted 0.013 98 99 0.67% Impervious Area, AMC Adjusted Tc Length Slope Velocity Capacity Description min) (feet) (ft/ft) (ft/sec) (cfs) 3.9 50 0.1500 0.21 Sheet Flow, Grass: Dense n= 0.240 P2= 2.84" 0.7 135 0.0500 3.35 Shallow Concentrated Flow, Grassed Waterway Kv= 15.0 fps 0.3 115 0.1500 5.81 Shallow Concentrated Flow, Grassed Waterway Kv= 15.0 fps 4.9 300 Total 443689 MSE 24-hr 3 10-Year Rainfall=4.27", AMC=321602 - PROPOSED-skimmer Printed 1/11/2023PreparedbyLoucks & Associates Page54HydroCAD® 10.20-2d s/n 02676 © 2021 HydroCAD Software Solutions LLC Summary for Subcatchment D-SOUTH: Runoff = 7.45 cfs @ 12.16 hrs, Volume= 0.418 af, Depth= 3.28" Routed to Pond S-POND : Runoff by SCS TR-20 method, UH=SCS, Split Pervious/Imperv., Time Span= 0.00-300.00 hrs, dt= 0.05 hrs MSE 24-hr 3 10-Year Rainfall=4.27", AMC=3 Area (ac) CN Adj Description 1.530 80 >75% Grass cover, Good, HSG D 0.000 98 Paved parking, HSG D 0.000 84 disturbed landscape 1.530 80 91 Weighted Average, AMC Adjusted 1.530 80 91 100.00% Pervious Area, AMC Adjusted Tc Length Slope Velocity Capacity Description min) (feet) (ft/ft) (ft/sec) (cfs) 9.2 85 0.0500 0.15 Sheet Flow, Grass: Dense n= 0.240 P2= 2.84" 0.2 55 0.1200 5.20 Shallow Concentrated Flow, Grassed Waterway Kv= 15.0 fps 9.4 140 Total 444690 MSE 24-hr 3 10-Year Rainfall=4.27", AMC=321602 - PROPOSED-skimmer Printed 1/11/2023PreparedbyLoucks & Associates Page55HydroCAD® 10.20-2d s/n 02676 © 2021 HydroCAD Software Solutions LLC Summary for Subcatchment DO-NO: Runoff = 0.31 cfs @ 12.27 hrs, Volume= 0.023 af, Depth= 3.28" Routed to Pond N-POND : Runoff by SCS TR-20 method, UH=SCS, Split Pervious/Imperv., Time Span= 0.00-300.00 hrs, dt= 0.05 hrs MSE 24-hr 3 10-Year Rainfall=4.27", AMC=3 Area (ac) CN Adj Description 0.084 80 Pasture/grassland/range, Good, HSG D 0.084 80 91 Weighted Average, AMC Adjusted 0.084 80 91 100.00% Pervious Area, AMC Adjusted Tc Length Slope Velocity Capacity Description min) (feet) (ft/ft) (ft/sec) (cfs) 17.6 100 0.0400 0.09 Sheet Flow, Grass: Bermuda n= 0.410 P2= 2.84" 0.5 55 0.0830 2.02 Shallow Concentrated Flow, Short Grass Pasture Kv= 7.0 fps 0.4 70 0.2000 3.13 Shallow Concentrated Flow, Short Grass Pasture Kv= 7.0 fps 18.5 225 Total 445691 MSE 24-hr 3 10-Year Rainfall=4.27", AMC=321602 - PROPOSED-skimmer Printed 1/11/2023PreparedbyLoucks & Associates Page56HydroCAD® 10.20-2d s/n 02676 © 2021 HydroCAD Software Solutions LLC Summary for Subcatchment N-SITE: Runoff = 20.51 cfs @ 12.31 hrs, Volume= 1.808 af, Depth= 3.90" Routed to Pond N-POND : Runoff by SCS TR-20 method, UH=SCS, Split Pervious/Imperv., Time Span= 0.00-300.00 hrs, dt= 0.05 hrs MSE 24-hr 3 10-Year Rainfall=4.27", AMC=3 Area (ac) CN Adj Description 1.440 80 >75% Grass cover, Good, HSG D 3.969 98 Paved parking, HSG D 0.130 84 disturbed landscape 0.019 98 Unconnected pavement, HSG D 5.558 93 98 Weighted Average, AMC Adjusted 1.570 80 91 28.25% Pervious Area, AMC Adjusted 3.988 98 99 71.75% Impervious Area, AMC Adjusted Tc Length Slope Velocity Capacity Description min) (feet) (ft/ft) (ft/sec) (cfs) 15.8 100 0.0180 0.11 Sheet Flow, Grass: Dense n= 0.240 P2= 2.84" 1.2 200 0.0200 2.87 Shallow Concentrated Flow, Paved Kv= 20.3 fps 5.1 1,145 0.0050 3.72 4.57 Pipe Channel, 15.0" Round Area= 1.2 sf Perim= 3.9' r= 0.31' n= 0.013 22.1 1,445 Total 446692 MSE 24-hr 3 10-Year Rainfall=4.27", AMC=321602 - PROPOSED-skimmer Printed 1/11/2023PreparedbyLoucks & Associates Page57HydroCAD® 10.20-2d s/n 02676 © 2021 HydroCAD Software Solutions LLC Summary for Subcatchment N100: Runoff = 75.92 cfs @ 12.37 hrs, Volume= 6.995 af, Depth= 3.59" Routed to Pond North : Runoff by SCS TR-20 method, UH=SCS, Split Pervious/Imperv., Time Span= 0.00-300.00 hrs, dt= 0.05 hrs MSE 24-hr 3 10-Year Rainfall=4.27", AMC=3 Area (ac) CN Adj Description 0.107 98 14.500 89 Row crops, straight row, Good, HSG D 4.600 80 >75% Grass cover, Good, HSG D 4.161 79 Woods/grass comb., Good, HSG D 23.368 85 94 Weighted Average, AMC Adjusted 23.261 85 94 99.54% Pervious Area, AMC Adjusted 0.107 98 99 0.46% Impervious Area, AMC Adjusted Tc Length Slope Velocity Capacity Description min) (feet) (ft/ft) (ft/sec) (cfs) 15.2 100 0.0100 0.11 Sheet Flow, Cultivated: Residue>20% n= 0.170 P2= 2.84" 11.6 1,200 0.0370 1.73 Shallow Concentrated Flow, Cultivated Straight Rows Kv= 9.0 fps 26.8 1,300 Total 447693 MSE 24-hr 3 10-Year Rainfall=4.27", AMC=321602 - PROPOSED-skimmer Printed 1/11/2023PreparedbyLoucks & Associates Page58HydroCAD® 10.20-2d s/n 02676 © 2021 HydroCAD Software Solutions LLC Summary for Subcatchment O-CRK: Runoff = 3.71 cfs @ 12.24 hrs, Volume= 0.258 af, Depth= 3.28" Routed to Pond N-POND : Runoff by SCS TR-20 method, UH=SCS, Split Pervious/Imperv., Time Span= 0.00-300.00 hrs, dt= 0.05 hrs MSE 24-hr 3 10-Year Rainfall=4.27", AMC=3 Area (ac) CN Adj Description 0.946 79 Woods/grass comb., Good, HSG D 0.946 79 91 Weighted Average, AMC Adjusted 0.946 79 91 100.00% Pervious Area, AMC Adjusted Tc Length Slope Velocity Capacity Description min) (feet) (ft/ft) (ft/sec) (cfs) 14.7 100 0.0600 0.11 Sheet Flow, Woods: Light underbrush n= 0.400 P2= 2.84" 1.4 100 0.0600 1.22 Shallow Concentrated Flow, Woodland Kv= 5.0 fps 16.1 200 Total 448694 MSE 24-hr 3 10-Year Rainfall=4.27", AMC=321602 - PROPOSED-skimmer Printed 1/11/2023PreparedbyLoucks & Associates Page59HydroCAD® 10.20-2d s/n 02676 © 2021 HydroCAD Software Solutions LLC Summary for Subcatchment O-DTCH: Runoff = 2.09 cfs @ 12.29 hrs, Volume= 0.161 af, Depth= 3.28" Routed to Pond N-POND : Runoff by SCS TR-20 method, UH=SCS, Split Pervious/Imperv., Time Span= 0.00-300.00 hrs, dt= 0.05 hrs MSE 24-hr 3 10-Year Rainfall=4.27", AMC=3 Area (ac) CN Adj Description 0.589 79 Woods/grass comb., Good, HSG D 0.000 98 0.589 79 91 Weighted Average, AMC Adjusted 0.589 79 91 100.00% Pervious Area, AMC Adjusted Tc Length Slope Velocity Capacity Description min) (feet) (ft/ft) (ft/sec) (cfs) 16.1 100 0.0500 0.10 Sheet Flow, Grass: Bermuda n= 0.410 P2= 2.84" 2.2 400 0.0400 3.00 Shallow Concentrated Flow, Grassed Waterway Kv= 15.0 fps 1.6 150 0.0300 1.56 Shallow Concentrated Flow, Cultivated Straight Rows Kv= 9.0 fps 19.9 650 Total 449695 MSE 24-hr 3 10-Year Rainfall=4.27", AMC=321602 - PROPOSED-skimmer Printed 1/11/2023PreparedbyLoucks & Associates Page60HydroCAD® 10.20-2d s/n 02676 © 2021 HydroCAD Software Solutions LLC Summary for Subcatchment S-C: Runoff = 2.01 cfs @ 12.28 hrs, Volume= 0.153 af, Depth= 3.28" Routed to Reach CR-NORTH : Runoff by SCS TR-20 method, UH=SCS, Split Pervious/Imperv., Time Span= 0.00-300.00 hrs, dt= 0.05 hrs MSE 24-hr 3 10-Year Rainfall=4.27", AMC=3 Area (ac) CN Adj Description 0.559 80 Pasture/grassland/range, Good, HSG D 0.559 80 91 Weighted Average, AMC Adjusted 0.559 80 91 100.00% Pervious Area, AMC Adjusted Tc Length Slope Velocity Capacity Description min) (feet) (ft/ft) (ft/sec) (cfs) 15.0 100 0.0600 0.11 Sheet Flow, Grass: Bermuda n= 0.410 P2= 2.84" 1.9 200 0.0600 1.71 Shallow Concentrated Flow, Short Grass Pasture Kv= 7.0 fps 2.5 200 0.0350 1.31 Shallow Concentrated Flow, Short Grass Pasture Kv= 7.0 fps 19.4 500 Total 450696 MSE 24-hr 3 10-Year Rainfall=4.27", AMC=321602 - PROPOSED-skimmer Printed 1/11/2023PreparedbyLoucks & Associates Page61HydroCAD® 10.20-2d s/n 02676 © 2021 HydroCAD Software Solutions LLC Summary for Subcatchment S-SITE: Runoff = 19.87 cfs @ 12.20 hrs, Volume= 1.379 af, Depth= 4.05" Routed to Pond S-POND : Runoff by SCS TR-20 method, UH=SCS, Split Pervious/Imperv., Time Span= 0.00-300.00 hrs, dt= 0.05 hrs MSE 24-hr 3 10-Year Rainfall=4.27", AMC=3 Area (ac) CN Adj Description 0.294 80 >75% Grass cover, Good, HSG D 3.545 98 Paved parking, HSG D 0.250 84 Disturbed Landscape 4.089 96 99 Weighted Average, AMC Adjusted 0.544 82 92 13.30% Pervious Area, AMC Adjusted 3.545 98 99 86.70% Impervious Area, AMC Adjusted Tc Length Slope Velocity Capacity Description min) (feet) (ft/ft) (ft/sec) (cfs) 10.1 60 0.0200 0.10 Sheet Flow, Grass: Dense n= 0.240 P2= 2.84" 1.4 260 0.0250 3.21 Shallow Concentrated Flow, Paved Kv= 20.3 fps 1.2 305 0.0050 4.20 7.43 Pipe Channel, 18.0" Round Area= 1.8 sf Perim= 4.7' r= 0.38' n= 0.013 12.7 625 Total 451697 MSE 24-hr 3 10-Year Rainfall=4.27", AMC=321602 - PROPOSED-skimmer Printed 1/11/2023PreparedbyLoucks & Associates Page62HydroCAD® 10.20-2d s/n 02676 © 2021 HydroCAD Software Solutions LLC Summary for Subcatchment W1: Runoff = 6.05 cfs @ 12.21 hrs, Volume= 0.392 af, Depth= 3.29" Routed to Pond WET1 : (new Pond) Runoff by SCS TR-20 method, UH=SCS, Split Pervious/Imperv., Time Span= 0.00-300.00 hrs, dt= 0.05 hrs MSE 24-hr 3 10-Year Rainfall=4.27", AMC=3 Area (ac) CN Adj Description 0.563 80 >75% Grass cover, Good, HSG D 0.200 79 Woods/grass comb., Good, HSG D 0.650 78 Meadow, non-grazed, HSG D 0.000 84 Grass disturbed 0.017 98 Unconnected pavement, HSG D 1.430 79 91 Weighted Average, AMC Adjusted 1.413 79 91 98.81% Pervious Area, AMC Adjusted 0.017 98 99 1.19% Impervious Area, AMC Adjusted Tc Length Slope Velocity Capacity Description min) (feet) (ft/ft) (ft/sec) (cfs) 11.5 100 0.0400 0.15 Sheet Flow, Grass: Dense n= 0.240 P2= 2.84" 2.2 210 0.0500 1.57 Shallow Concentrated Flow, Short Grass Pasture Kv= 7.0 fps 13.7 310 Total 452698 MSE 24-hr 3 10-Year Rainfall=4.27", AMC=321602 - PROPOSED-skimmer Printed 1/11/2023PreparedbyLoucks & Associates Page63HydroCAD® 10.20-2d s/n 02676 © 2021 HydroCAD Software Solutions LLC Summary for Subcatchment W100: Runoff = 38.90 cfs @ 12.32 hrs, Volume= 3.177 af, Depth= 3.23" Routed to Pond WET1 : (new Pond) Runoff by SCS TR-20 method, UH=SCS, Split Pervious/Imperv., Time Span= 0.00-300.00 hrs, dt= 0.05 hrs MSE 24-hr 3 10-Year Rainfall=4.27", AMC=3 Area (ac) CN Adj Description 11.110 78 Meadow, non-grazed, HSG D 0.685 98 11.795 79 91 Weighted Average, AMC Adjusted 11.110 78 90 94.19% Pervious Area, AMC Adjusted 0.685 98 99 5.81% Impervious Area, AMC Adjusted Tc Length Slope Velocity Capacity Description min) (feet) (ft/ft) (ft/sec) (cfs) 17.6 100 0.0400 0.09 Sheet Flow, Grass: Bermuda n= 0.410 P2= 2.84" 1.8 150 0.0400 1.40 Shallow Concentrated Flow, Short Grass Pasture Kv= 7.0 fps 3.2 570 0.0400 3.00 Shallow Concentrated Flow, Grassed Waterway Kv= 15.0 fps 22.6 820 Total 453699 MSE 24-hr 3 10-Year Rainfall=4.27", AMC=321602 - PROPOSED-skimmer Printed 1/11/2023PreparedbyLoucks & Associates Page64HydroCAD® 10.20-2d s/n 02676 © 2021 HydroCAD Software Solutions LLC Summary for Subcatchment W110: Runoff = 4.13 cfs @ 12.29 hrs, Volume= 0.318 af, Depth= 3.28" Routed to Pond Ditch : (new Pond) Runoff by SCS TR-20 method, UH=SCS, Split Pervious/Imperv., Time Span= 0.00-300.00 hrs, dt= 0.05 hrs MSE 24-hr 3 10-Year Rainfall=4.27", AMC=3 Area (ac) CN Adj Description 1.166 79 Woods/grass comb., Good, HSG D 0.000 98 1.166 79 91 Weighted Average, AMC Adjusted 1.166 79 91 100.00% Pervious Area, AMC Adjusted Tc Length Slope Velocity Capacity Description min) (feet) (ft/ft) (ft/sec) (cfs) 16.1 100 0.0500 0.10 Sheet Flow, Grass: Bermuda n= 0.410 P2= 2.84" 2.2 400 0.0400 3.00 Shallow Concentrated Flow, Grassed Waterway Kv= 15.0 fps 1.6 150 0.0300 1.56 Shallow Concentrated Flow, Cultivated Straight Rows Kv= 9.0 fps 19.9 650 Total 454700 MSE 24-hr 3 10-Year Rainfall=4.27", AMC=321602 - PROPOSED-skimmer Printed 1/11/2023PreparedbyLoucks & Associates Page65HydroCAD® 10.20-2d s/n 02676 © 2021 HydroCAD Software Solutions LLC Summary for Subcatchment W1D: Runoff = 3.04 cfs @ 12.25 hrs, Volume= 0.212 af, Depth= 3.28" Routed to Pond Ditch : (new Pond) Runoff by SCS TR-20 method, UH=SCS, Split Pervious/Imperv., Time Span= 0.00-300.00 hrs, dt= 0.05 hrs MSE 24-hr 3 10-Year Rainfall=4.27", AMC=3 Area (ac) CN Adj Description 0.200 80 >75% Grass cover, Good, HSG D 0.020 79 Woods/grass comb., Good, HSG D 0.557 78 Meadow, non-grazed, HSG D 0.000 84 Grass disturbed 0.000 98 Unconnected pavement, HSG D 0.777 79 91 Weighted Average, AMC Adjusted 0.777 79 91 100.00% Pervious Area, AMC Adjusted Tc Length Slope Velocity Capacity Description min) (feet) (ft/ft) (ft/sec) (cfs) 12.9 100 0.0300 0.13 Sheet Flow, Grass: Dense n= 0.240 P2= 2.84" 3.5 80 0.0030 0.38 Shallow Concentrated Flow, Short Grass Pasture Kv= 7.0 fps 16.4 180 Total 455701 MSE 24-hr 3 10-Year Rainfall=4.27", AMC=321602 - PROPOSED-skimmer Printed 1/11/2023PreparedbyLoucks & Associates Page66HydroCAD® 10.20-2d s/n 02676 © 2021 HydroCAD Software Solutions LLC Summary for Subcatchment W2M: Runoff = 6.67 cfs @ 12.30 hrs, Volume= 0.559 af, Depth= 3.72" Routed to Pond WET1 : (new Pond) Runoff by SCS TR-20 method, UH=SCS, Split Pervious/Imperv., Time Span= 0.00-300.00 hrs, dt= 0.05 hrs MSE 24-hr 3 10-Year Rainfall=4.27", AMC=3 Area (ac) CN Adj Description 0.905 98 0.900 80 Pasture/grassland/range, Good, HSG D 1.805 89 96 Weighted Average, AMC Adjusted 0.900 80 91 49.86% Pervious Area, AMC Adjusted 0.905 98 99 50.14% Impervious Area, AMC Adjusted Tc Length Slope Velocity Capacity Description min) (feet) (ft/ft) (ft/sec) (cfs) 15.1 100 0.0200 0.11 Sheet Flow, Grass: Dense n= 0.240 P2= 2.84" 6.0 770 0.0200 2.12 Shallow Concentrated Flow, Grassed Waterway Kv= 15.0 fps 21.1 870 Total 456702 MSE 24-hr 3 10-Year Rainfall=4.27", AMC=321602 - PROPOSED-skimmer Printed 1/11/2023PreparedbyLoucks & Associates Page67HydroCAD® 10.20-2d s/n 02676 © 2021 HydroCAD Software Solutions LLC Summary for Reach COULT BLVD: Inflow Area = 0.400 ac, 1.50% Impervious, Inflow Depth = 3.29" for 10-Year event Inflow = 1.88 cfs @ 12.18 hrs, Volume= 0.110 af Outflow = 1.88 cfs @ 12.18 hrs, Volume= 0.110 af, Atten= 0%, Lag= 0.0 min Routed to Reach SITE : Routing by Dyn-Stor-Ind method, Time Span= 0.00-300.00 hrs, dt= 0.05 hrs 457703 MSE 24-hr 3 10-Year Rainfall=4.27", AMC=321602 - PROPOSED-skimmer Printed 1/11/2023PreparedbyLoucks & Associates Page68HydroCAD® 10.20-2d s/n 02676 © 2021 HydroCAD Software Solutions LLC Summary for Reach CR: Inflow Area = 68.281 ac, 20.01% Impervious, Inflow Depth = 3.51" for 10-Year event Inflow = 111.49 cfs @ 12.37 hrs, Volume= 19.963 af Outflow = 111.49 cfs @ 12.37 hrs, Volume= 19.963 af, Atten= 0%, Lag= 0.0 min Routed to Reach SITE : Routing by Dyn-Stor-Ind method, Time Span= 0.00-300.00 hrs, dt= 0.05 hrs 458704 MSE 24-hr 3 10-Year Rainfall=4.27", AMC=321602 - PROPOSED-skimmer Printed 1/11/2023PreparedbyLoucks & Associates Page69HydroCAD® 10.20-2d s/n 02676 © 2021 HydroCAD Software Solutions LLC Summary for Reach CR-NORTH: Inflow Area = 13.948 ac, 41.89% Impervious, Inflow Depth = 3.63" for 10-Year event Inflow = 38.31 cfs @ 12.32 hrs, Volume= 4.214 af Outflow = 38.31 cfs @ 12.32 hrs, Volume= 4.214 af, Atten= 0%, Lag= 0.0 min Routed to Reach CR : Routing by Dyn-Stor-Ind method, Time Span= 0.00-300.00 hrs, dt= 0.05 hrs 459705 MSE 24-hr 3 10-Year Rainfall=4.27", AMC=321602 - PROPOSED-skimmer Printed 1/11/2023PreparedbyLoucks & Associates Page70HydroCAD® 10.20-2d s/n 02676 © 2021 HydroCAD Software Solutions LLC Summary for Reach CR-SOUTH: Inflow Area = 54.333 ac, 14.39% Impervious, Inflow Depth = 3.48" for 10-Year event Inflow = 75.15 cfs @ 12.46 hrs, Volume= 15.749 af Outflow = 75.15 cfs @ 12.46 hrs, Volume= 15.749 af, Atten= 0%, Lag= 0.0 min Routed to Reach CR : Routing by Dyn-Stor-Ind method, Time Span= 0.00-300.00 hrs, dt= 0.05 hrs 460706 MSE 24-hr 3 10-Year Rainfall=4.27", AMC=321602 - PROPOSED-skimmer Printed 1/11/2023PreparedbyLoucks & Associates Page71HydroCAD® 10.20-2d s/n 02676 © 2021 HydroCAD Software Solutions LLC Summary for Reach SITE: Inflow Area = 68.681 ac, 19.90% Impervious, Inflow Depth = 3.51" for 10-Year event Inflow = 112.22 cfs @ 12.37 hrs, Volume= 20.073 af Outflow = 112.22 cfs @ 12.37 hrs, Volume= 20.073 af, Atten= 0%, Lag= 0.0 min Routing by Dyn-Stor-Ind method, Time Span= 0.00-300.00 hrs, dt= 0.05 hrs 461707 MSE 24-hr 3 10-Year Rainfall=4.27", AMC=321602 - PROPOSED-skimmer Printed 1/11/2023PreparedbyLoucks & Associates Page72HydroCAD® 10.20-2d s/n 02676 © 2021 HydroCAD Software Solutions LLC Summary for Pond Ditch: (new Pond) Inflow Area = 46.987 ac, 8.99% Impervious, Inflow Depth = 3.45" for 10-Year event Inflow = 61.14 cfs @ 12.57 hrs, Volume= 13.492 af Outflow = 61.09 cfs @ 12.59 hrs, Volume= 13.492 af, Atten= 0%, Lag= 1.2 min Discarded = 0.00 cfs @ 12.59 hrs, Volume= 0.002 af Primary = 61.09 cfs @ 12.59 hrs, Volume= 13.491 af Routed to Reach CR-SOUTH : Routing by Dyn-Stor-Ind method, Time Span= 0.00-300.00 hrs, dt= 0.05 hrs Peak Elev= 953.18' @ 12.59 hrs Surf.Area= 3,423 sf Storage= 2,348 cf Plug-Flow detention time= 0.5 min calculated for 13.490 af (100% of inflow) Center-of-Mass det. time= 0.5 min ( 844.4 - 843.9 ) Volume Invert Avail.Storage Storage Description 1 951.50' 34,148 cf Custom Stage Data (Prismatic) Listed below (Recalc) Elevation Surf.Area Inc.Store Cum.Store feet) (sq-ft) (cubic-feet) (cubic-feet) 951.50 55 0 0 953.00 2,373 1,821 1,821 954.00 8,140 5,257 7,078 955.00 12,675 10,408 17,485 956.00 20,650 16,663 34,148 Device Routing Invert Outlet Devices 1 Device 4 945.20'42.0" Round Culvert L= 365.0' Ke= 0.500 Inlet / Outlet Invert= 945.20' / 940.64' S= 0.0125 '/' Cc= 0.900 n= 0.013, Flow Area= 9.62 sf 2 Device 1 951.50'8.9' long Sharp-Crested Rectangular Weir 2 End Contraction(s) 3 Discarded 951.50'0.060 in/hr Exfiltration over Surface area 4 Primary 931.47'60.0" Round Culvert L= 75.0' Ke= 0.500 Inlet / Outlet Invert= 931.47' / 931.10' S= 0.0049 '/' Cc= 0.900 n= 0.013, Flow Area= 19.63 sf Discarded OutFlow Max=0.00 cfs @ 12.59 hrs HW=953.18' (Free Discharge) 3=Exfiltration (Exfiltration Controls 0.00 cfs) Primary OutFlow Max=61.06 cfs @ 12.59 hrs HW=953.18' TW=0.00' (Dynamic Tailwater) 4=Culvert (Passes 61.06 cfs of 414.38 cfs potential flow) 1=Culvert (Passes 61.06 cfs of 115.64 cfs potential flow) 2=Sharp-Crested Rectangular Weir (Weir Controls 61.06 cfs @ 4.24 fps) 462708 MSE 24-hr 3 10-Year Rainfall=4.27", AMC=321602 - PROPOSED-skimmer Printed 1/11/2023PreparedbyLoucks & Associates Page73HydroCAD® 10.20-2d s/n 02676 © 2021 HydroCAD Software Solutions LLC Stage-Area-Storage for Pond Ditch: (new Pond) Elevation feet) Surface sq-ft) Storage cubic-feet) 951.50 55 0 951.55 132 5 951.60 210 13 951.65 287 26 951.70 364 42 951.75 441 62 951.80 519 86 951.85 596 114 951.90 673 146 951.95 750 181 952.00 828 221 952.05 905 264 952.10 982 311 952.15 1,059 362 952.20 1,137 417 952.25 1,214 476 952.30 1,291 539 952.35 1,369 605 952.40 1,446 675 952.45 1,523 750 952.50 1,600 828 952.55 1,678 910 952.60 1,755 995 952.65 1,832 1,085 952.70 1,909 1,179 952.75 1,987 1,276 952.80 2,064 1,377 952.85 2,141 1,482 952.90 2,218 1,591 952.95 2,296 1,704 953.00 2,373 1,821 953.05 2,661 1,947 953.10 2,950 2,087 953.15 3,238 2,242 953.20 3,526 2,411 953.25 3,815 2,594 953.30 4,103 2,792 953.35 4,391 3,005 953.40 4,680 3,232 953.45 4,968 3,473 953.50 5,257 3,728 953.55 5,545 3,998 953.60 5,833 4,283 953.65 6,122 4,582 953.70 6,410 4,895 953.75 6,698 5,223 953.80 6,987 5,565 953.85 7,275 5,921 953.90 7,563 6,292 953.95 7,852 6,678 954.00 8,140 7,078 954.05 8,367 7,490 Elevation feet) Surface sq-ft) Storage cubic-feet) 954.10 8,594 7,914 954.15 8,820 8,350 954.20 9,047 8,796 954.25 9,274 9,254 954.30 9,500 9,724 954.35 9,727 10,204 954.40 9,954 10,696 954.45 10,181 11,200 954.50 10,408 11,714 954.55 10,634 12,240 954.60 10,861 12,778 954.65 11,088 13,327 954.70 11,315 13,887 954.75 11,541 14,458 954.80 11,768 15,041 954.85 11,995 15,635 954.90 12,221 16,240 954.95 12,448 16,857 955.00 12,675 17,485 955.05 13,074 18,129 955.10 13,473 18,792 955.15 13,871 19,476 955.20 14,270 20,180 955.25 14,669 20,903 955.30 15,067 21,646 955.35 15,466 22,410 955.40 15,865 23,193 955.45 16,264 23,996 955.50 16,663 24,819 955.55 17,061 25,662 955.60 17,460 26,526 955.65 17,859 27,408 955.70 18,258 28,311 955.75 18,656 29,234 955.80 19,055 30,177 955.85 19,454 31,140 955.90 19,852 32,122 955.95 20,251 33,125 956.00 20,650 34,148 463709 MSE 24-hr 3 10-Year Rainfall=4.27", AMC=321602 - PROPOSED-skimmer Printed 1/11/2023PreparedbyLoucks & Associates Page74HydroCAD® 10.20-2d s/n 02676 © 2021 HydroCAD Software Solutions LLC Summary for Pond N-POND: Inflow Area = 10.961 ac, 53.31% Impervious, Inflow Depth = 3.74" for 10-Year event Inflow = 37.39 cfs @ 12.23 hrs, Volume= 3.419 af Outflow = 31.02 cfs @ 12.37 hrs, Volume= 3.419 af, Atten= 17%, Lag= 8.1 min Primary = 31.02 cfs @ 12.37 hrs, Volume= 3.419 af Routed to Reach CR-NORTH : Secondary = 0.00 cfs @ 0.00 hrs, Volume= 0.000 af Routed to Reach CR-NORTH : Routing by Dyn-Stor-Ind method, Time Span= 0.00-300.00 hrs, dt= 0.05 hrs Starting Elev= 943.00' Surf.Area= 14,550 sf Storage= 57,700 cf Peak Elev= 945.40' @ 12.37 hrs Surf.Area= 20,296 sf Storage= 99,523 cf (41,823 cf above start) Plug-Flow detention time= 254.0 min calculated for 2.094 af (61% of inflow) Center-of-Mass det. time= 85.0 min ( 850.7 - 765.7 ) Volume Invert Avail.Storage Storage Description 1 933.00' 136,056 cf Custom Stage Data (Prismatic) Listed below (Recalc) Elevation Surf.Area Inc.Store Cum.Store feet) (sq-ft) (cubic-feet) (cubic-feet) 933.00 900 0 0 942.00 9,275 45,788 45,788 943.00 14,550 11,913 57,700 944.00 16,910 15,730 73,430 945.00 19,365 18,138 91,568 946.00 21,685 20,525 112,093 946.50 23,085 11,193 123,285 947.00 28,000 12,771 136,056 Device Routing Invert Outlet Devices 1 Secondary 946.00'10.0' long x 10.0' breadth Broad-Crested Rectangular Weir Head (feet) 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60 Coef. (English) 2.49 2.56 2.70 2.69 2.68 2.69 2.67 2.64 2 Primary 938.00'42.0" Round Culvert L= 108.0' Ke= 0.500 Inlet / Outlet Invert= 938.00' / 932.75' S= 0.0486 '/' Cc= 0.900 n= 0.013, Flow Area= 9.62 sf 3 Device 2 943.00'10.0" W x 8.0" H Vert. Orifice/Grate C= 0.600 Limited to weir flow at low heads 4 Device 2 944.25'6.0' long Sharp-Crested Rectangular Weir 2 End Contraction(s) 5 Device 2 945.15'36.0" Horiz. Orifice/Grate C= 0.600 Limited to weir flow at low heads 464710 MSE 24-hr 3 10-Year Rainfall=4.27", AMC=321602 - PROPOSED-skimmer Printed 1/11/2023PreparedbyLoucks & Associates Page75HydroCAD® 10.20-2d s/n 02676 © 2021 HydroCAD Software Solutions LLC Primary OutFlow Max=30.78 cfs @ 12.37 hrs HW=945.40' TW=0.00' (Dynamic Tailwater) 2=Culvert (Passes 30.78 cfs of 110.08 cfs potential flow) 3=Orifice/Grate (Orifice Controls 3.84 cfs @ 6.91 fps) 4=Sharp-Crested Rectangular Weir (Weir Controls 23.17 cfs @ 3.50 fps) 5=Orifice/Grate (Weir Controls 3.77 cfs @ 1.62 fps) Secondary OutFlow Max=0.00 cfs @ 0.00 hrs HW=943.00' TW=0.00' (Dynamic Tailwater) 1=Broad-Crested Rectangular Weir ( Controls 0.00 cfs) 465711 MSE 24-hr 3 10-Year Rainfall=4.27", AMC=321602 - PROPOSED-skimmer Printed 1/11/2023PreparedbyLoucks & Associates Page76HydroCAD® 10.20-2d s/n 02676 © 2021 HydroCAD Software Solutions LLC Stage-Area-Storage for Pond N-POND: Elevation feet) Surface sq-ft) Storage cubic-feet) 933.00 900 0 933.20 1,086 199 933.40 1,272 434 933.60 1,458 708 933.80 1,644 1,018 934.00 1,831 1,365 934.20 2,017 1,750 934.40 2,203 2,172 934.60 2,389 2,631 934.80 2,575 3,127 935.00 2,761 3,661 935.20 2,947 4,232 935.40 3,133 4,840 935.60 3,319 5,485 935.80 3,506 6,168 936.00 3,692 6,888 936.20 3,878 7,644 936.40 4,064 8,439 936.60 4,250 9,270 936.80 4,436 10,139 937.00 4,622 11,044 937.20 4,808 11,988 937.40 4,994 12,968 937.60 5,181 13,985 937.80 5,367 15,040 938.00 5,553 16,132 938.20 5,739 17,261 938.40 5,925 18,427 938.60 6,111 19,631 938.80 6,297 20,872 939.00 6,483 22,150 939.20 6,669 23,465 939.40 6,856 24,818 939.60 7,042 26,208 939.80 7,228 27,634 940.00 7,414 29,099 940.20 7,600 30,600 940.40 7,786 32,139 940.60 7,972 33,714 940.80 8,158 35,327 941.00 8,344 36,978 941.20 8,531 38,665 941.40 8,717 40,390 941.60 8,903 42,152 941.80 9,089 43,951 942.00 9,275 45,788 942.20 10,330 47,748 942.40 11,385 49,919 942.60 12,440 52,302 942.80 13,495 54,895 943.00 14,550 57,700 943.20 15,022 60,657 Elevation feet) Surface sq-ft) Storage cubic-feet) 943.40 15,494 63,709 943.60 15,966 66,855 943.80 16,438 70,095 944.00 16,910 73,430 944.20 17,401 76,861 944.40 17,892 80,390 944.60 18,383 84,018 944.80 18,874 87,744 945.00 19,365 91,568 945.20 19,829 95,487 945.40 20,293 99,499 945.60 20,757 103,604 945.80 21,221 107,802 946.00 21,685 112,093 946.20 22,245 116,486 946.40 22,805 120,990 946.60 24,068 125,643 946.80 26,034 130,653 947.00 28,000 136,056 466712 MSE 24-hr 3 10-Year Rainfall=4.27", AMC=321602 - PROPOSED-skimmer Printed 1/11/2023PreparedbyLoucks & Associates Page77HydroCAD® 10.20-2d s/n 02676 © 2021 HydroCAD Software Solutions LLC Summary for Pond North: Inflow Area = 23.368 ac, 0.46% Impervious, Inflow Depth = 3.59" for 10-Year event Inflow = 75.92 cfs @ 12.37 hrs, Volume= 6.995 af Outflow = 29.71 cfs @ 12.78 hrs, Volume= 6.995 af, Atten= 61%, Lag= 24.4 min Discarded = 0.11 cfs @ 12.78 hrs, Volume= 0.061 af Primary = 29.60 cfs @ 12.78 hrs, Volume= 6.933 af Routed to Pond WET1 : (new Pond) Routing by Dyn-Stor-Ind method, Time Span= 0.00-300.00 hrs, dt= 0.05 hrs Peak Elev= 957.85' @ 12.78 hrs Surf.Area= 80,926 sf Storage= 107,586 cf Plug-Flow detention time= 56.0 min calculated for 6.993 af (100% of inflow) Center-of-Mass det. time= 56.1 min ( 843.6 - 787.4 ) Volume Invert Avail.Storage Storage Description 1 955.00' 341,830 cf Custom Stage Data (Prismatic) Listed below (Recalc) Elevation Surf.Area Inc.Store Cum.Store feet) (sq-ft) (cubic-feet) (cubic-feet) 955.00 8,000 0 0 956.00 20,320 14,160 14,160 958.00 86,000 106,320 120,480 960.00 135,350 221,350 341,830 Device Routing Invert Outlet Devices 1 Primary 955.00'33.0" Round Culvert L= 82.0' Ke= 0.500 Inlet / Outlet Invert= 955.00' / 954.59' S= 0.0050 '/' Cc= 0.900 n= 0.013, Flow Area= 5.94 sf 2 Discarded 955.00'0.060 in/hr Exfiltration over Surface area Discarded OutFlow Max=0.11 cfs @ 12.78 hrs HW=957.84' (Free Discharge) 2=Exfiltration (Exfiltration Controls 0.11 cfs) Primary OutFlow Max=29.58 cfs @ 12.78 hrs HW=957.84' TW=954.84' (Dynamic Tailwater) 1=Culvert (Barrel Controls 29.58 cfs @ 5.98 fps) 467713 MSE 24-hr 3 10-Year Rainfall=4.27", AMC=321602 - PROPOSED-skimmer Printed 1/11/2023PreparedbyLoucks & Associates Page78HydroCAD® 10.20-2d s/n 02676 © 2021 HydroCAD Software Solutions LLC Stage-Area-Storage for Pond North: Elevation feet) Surface sq-ft) Storage cubic-feet) 955.00 8,000 0 955.05 8,616 415 955.10 9,232 862 955.15 9,848 1,339 955.20 10,464 1,846 955.25 11,080 2,385 955.30 11,696 2,954 955.35 12,312 3,555 955.40 12,928 4,186 955.45 13,544 4,847 955.50 14,160 5,540 955.55 14,776 6,263 955.60 15,392 7,018 955.65 16,008 7,803 955.70 16,624 8,618 955.75 17,240 9,465 955.80 17,856 10,342 955.85 18,472 11,251 955.90 19,088 12,190 955.95 19,704 13,159 956.00 20,320 14,160 956.05 21,962 15,217 956.10 23,604 16,356 956.15 25,246 17,577 956.20 26,888 18,881 956.25 28,530 20,266 956.30 30,172 21,734 956.35 31,814 23,283 956.40 33,456 24,915 956.45 35,098 26,629 956.50 36,740 28,425 956.55 38,382 30,303 956.60 40,024 32,263 956.65 41,666 34,305 956.70 43,308 36,430 956.75 44,950 38,636 956.80 46,592 40,925 956.85 48,234 43,295 956.90 49,876 45,748 956.95 51,518 48,283 957.00 53,160 50,900 957.05 54,802 53,599 957.10 56,444 56,380 957.15 58,086 59,243 957.20 59,728 62,189 957.25 61,370 65,216 957.30 63,012 68,326 957.35 64,654 71,517 957.40 66,296 74,791 957.45 67,938 78,147 957.50 69,580 81,585 957.55 71,222 85,105 Elevation feet) Surface sq-ft) Storage cubic-feet) 957.60 72,864 88,707 957.65 74,506 92,391 957.70 76,148 96,158 957.75 77,790 100,006 957.80 79,432 103,937 957.85 81,074 107,949 957.90 82,716 112,044 957.95 84,358 116,221 958.00 86,000 120,480 958.05 87,234 124,811 958.10 88,468 129,203 958.15 89,701 133,658 958.20 90,935 138,174 958.25 92,169 142,751 958.30 93,402 147,390 958.35 94,636 152,091 958.40 95,870 156,854 958.45 97,104 161,678 958.50 98,338 166,564 958.55 99,571 171,512 958.60 100,805 176,522 958.65 102,039 181,593 958.70 103,273 186,725 958.75 104,506 191,920 958.80 105,740 197,176 958.85 106,974 202,494 958.90 108,207 207,873 958.95 109,441 213,315 959.00 110,675 218,818 959.05 111,909 224,382 959.10 113,143 230,008 959.15 114,376 235,696 959.20 115,610 241,446 959.25 116,844 247,257 959.30 118,077 253,130 959.35 119,311 259,065 959.40 120,545 265,061 959.45 121,779 271,120 959.50 123,013 277,239 959.55 124,246 283,421 959.60 125,480 289,664 959.65 126,714 295,969 959.70 127,948 302,335 959.75 129,181 308,764 959.80 130,415 315,253 959.85 131,649 321,805 959.90 132,882 328,418 959.95 134,116 335,093 960.00 135,350 341,830 468714 MSE 24-hr 3 10-Year Rainfall=4.27", AMC=321602 - PROPOSED-skimmer Printed 1/11/2023PreparedbyLoucks & Associates Page79HydroCAD® 10.20-2d s/n 02676 © 2021 HydroCAD Software Solutions LLC Summary for Pond P5: Inflow Area = 6.646 ac, 37.80% Impervious, Inflow Depth = 3.61" for 10-Year event Inflow = 19.32 cfs @ 12.38 hrs, Volume= 2.001 af Outflow = 7.52 cfs @ 12.87 hrs, Volume= 2.000 af, Atten= 61%, Lag= 29.2 min Primary = 7.52 cfs @ 12.87 hrs, Volume= 2.000 af Routed to Pond WET1 : (new Pond) Routing by Dyn-Stor-Ind method, Time Span= 0.00-300.00 hrs, dt= 0.05 hrs Starting Elev= 959.00' Surf.Area= 13,050 sf Storage= 30,018 cf Peak Elev= 960.74' @ 12.87 hrs Surf.Area= 26,001 sf Storage= 65,811 cf (35,793 cf above start) Plug-Flow detention time= 302.5 min calculated for 1.310 af (65% of inflow) Center-of-Mass det. time= 135.1 min ( 918.2 - 783.2 ) Volume Invert Avail.Storage Storage Description 1 952.00' 187,617 cf Custom Stage Data (Prismatic) Listed below (Recalc) Elevation Surf.Area Inc.Store Cum.Store feet) (sq-ft) (cubic-feet) (cubic-feet) 952.00 88 0 0 954.00 1,300 1,388 1,388 956.00 3,675 4,975 6,363 958.00 8,970 12,645 19,008 959.00 13,050 11,010 30,018 960.00 22,650 17,850 47,868 960.70 25,750 16,940 64,808 962.00 34,180 38,954 103,762 964.00 49,675 83,855 187,617 Device Routing Invert Outlet Devices 1 Primary 959.00'18.0" Round Culvert L= 192.0' Ke= 0.500 Inlet / Outlet Invert= 959.00' / 958.04' S= 0.0050 '/' Cc= 0.900 n= 0.013, Flow Area= 1.77 sf Primary OutFlow Max=7.51 cfs @ 12.87 hrs HW=960.74' TW=954.80' (Dynamic Tailwater) 1=Culvert (Barrel Controls 7.51 cfs @ 4.61 fps) 469715 MSE 24-hr 3 10-Year Rainfall=4.27", AMC=321602 - PROPOSED-skimmer Printed 1/11/2023PreparedbyLoucks & Associates Page80HydroCAD® 10.20-2d s/n 02676 © 2021 HydroCAD Software Solutions LLC Stage-Area-Storage for Pond P5: Elevation feet) Surface sq-ft) Storage cubic-feet) 952.00 88 0 952.20 209 30 952.40 330 84 952.60 452 162 952.80 573 264 953.00 694 391 953.20 815 542 953.40 936 717 953.60 1,058 916 953.80 1,179 1,140 954.00 1,300 1,388 954.20 1,538 1,672 954.40 1,775 2,003 954.60 2,013 2,382 954.80 2,250 2,808 955.00 2,488 3,282 955.20 2,725 3,803 955.40 2,962 4,372 955.60 3,200 4,988 955.80 3,437 5,652 956.00 3,675 6,363 956.20 4,205 7,151 956.40 4,734 8,045 956.60 5,264 9,045 956.80 5,793 10,150 957.00 6,323 11,362 957.20 6,852 12,679 957.40 7,381 14,103 957.60 7,911 15,632 957.80 8,440 17,267 958.00 8,970 19,008 958.20 9,786 20,884 958.40 10,602 22,922 958.60 11,418 25,124 958.80 12,234 27,490 959.00 13,050 30,018 959.20 14,970 32,820 959.40 16,890 36,006 959.60 18,810 39,576 959.80 20,730 43,530 960.00 22,650 47,868 960.20 23,536 52,487 960.40 24,421 57,282 960.60 25,307 62,255 960.80 26,398 67,415 961.00 27,695 72,825 961.20 28,992 78,494 961.40 30,289 84,422 961.60 31,586 90,609 961.80 32,883 97,056 962.00 34,180 103,762 962.20 35,730 110,753 Elevation feet) Surface sq-ft) Storage cubic-feet) 962.40 37,279 118,054 962.60 38,829 125,665 962.80 40,378 133,586 963.00 41,928 141,816 963.20 43,477 150,357 963.40 45,026 159,207 963.60 46,576 168,367 963.80 48,125 177,837 964.00 49,675 187,617 470716 MSE 24-hr 3 10-Year Rainfall=4.27", AMC=321602 - PROPOSED-skimmer Printed 1/11/2023PreparedbyLoucks & Associates Page81HydroCAD® 10.20-2d s/n 02676 © 2021 HydroCAD Software Solutions LLC Summary for Pond S-POND: Inflow Area = 5.619 ac, 63.09% Impervious, Inflow Depth = 3.84" for 10-Year event Inflow = 26.92 cfs @ 12.19 hrs, Volume= 1.797 af Outflow = 16.59 cfs @ 12.32 hrs, Volume= 1.797 af, Atten= 38%, Lag= 7.8 min Primary = 16.59 cfs @ 12.32 hrs, Volume= 1.797 af Routed to Reach CR-SOUTH : Secondary = 0.00 cfs @ 0.00 hrs, Volume= 0.000 af Routed to Reach CR-SOUTH : Routing by Dyn-Stor-Ind method, Time Span= 0.00-300.00 hrs, dt= 0.05 hrs Starting Elev= 942.00' Surf.Area= 10,940 sf Storage= 39,633 cf Peak Elev= 943.83' @ 12.32 hrs Surf.Area= 17,665 sf Storage= 66,207 cf (26,574 cf above start) Plug-Flow detention time= 325.9 min calculated for 0.887 af (49% of inflow) Center-of-Mass det. time= 93.9 min ( 850.6 - 756.7 ) Volume Invert Avail.Storage Storage Description 1 933.00' 125,414 cf Custom Stage Data (Prismatic) Listed below (Recalc) Elevation Surf.Area Inc.Store Cum.Store feet) (sq-ft) (cubic-feet) (cubic-feet) 933.00 750 0 0 941.00 6,925 30,700 30,700 942.00 10,940 8,933 39,633 943.00 15,125 13,033 52,665 944.00 18,200 16,663 69,328 945.00 21,500 19,850 89,178 946.00 25,025 23,263 112,440 946.50 26,870 12,974 125,414 Device Routing Invert Outlet Devices 1 Secondary 946.00'10.0' long x 10.0' breadth Broad-Crested Rectangular Weir Head (feet) 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60 Coef. (English) 2.49 2.56 2.70 2.69 2.68 2.69 2.67 2.64 2 Primary 934.00'30.0" Round Culvert L= 116.0' Ke= 0.500 Inlet / Outlet Invert= 934.00' / 925.00' S= 0.0776 '/' Cc= 0.900 n= 0.013, Flow Area= 4.91 sf 3 Device 2 942.00'9.0" W x 6.0" H Vert. Orifice/Grate C= 0.600 Limited to weir flow at low heads 4 Device 2 943.00'6.0' long Sharp-Crested Rectangular Weir 2 End Contraction(s) 5 Device 2 945.00'36.0" Horiz. Orifice/Grate C= 0.600 Limited to weir flow at low heads 471717 MSE 24-hr 3 10-Year Rainfall=4.27", AMC=321602 - PROPOSED-skimmer Printed 1/11/2023PreparedbyLoucks & Associates Page82HydroCAD® 10.20-2d s/n 02676 © 2021 HydroCAD Software Solutions LLC Primary OutFlow Max=16.42 cfs @ 12.32 hrs HW=943.82' TW=0.00' (Dynamic Tailwater) 2=Culvert (Passes 16.42 cfs of 69.19 cfs potential flow) 3=Orifice/Grate (Orifice Controls 2.26 cfs @ 6.03 fps) 4=Sharp-Crested Rectangular Weir (Weir Controls 14.16 cfs @ 2.96 fps) 5=Orifice/Grate ( Controls 0.00 cfs) Secondary OutFlow Max=0.00 cfs @ 0.00 hrs HW=942.00' TW=0.00' (Dynamic Tailwater) 1=Broad-Crested Rectangular Weir ( Controls 0.00 cfs) 472718 MSE 24-hr 3 10-Year Rainfall=4.27", AMC=321602 - PROPOSED-skimmer Printed 1/11/2023PreparedbyLoucks & Associates Page83HydroCAD® 10.20-2d s/n 02676 © 2021 HydroCAD Software Solutions LLC Stage-Area-Storage for Pond S-POND: Elevation feet) Surface sq-ft) Storage cubic-feet) 933.00 750 0 933.20 904 165 933.40 1,059 362 933.60 1,213 589 933.80 1,367 847 934.00 1,522 1,136 934.20 1,676 1,456 934.40 1,831 1,806 934.60 1,985 2,188 934.80 2,139 2,600 935.00 2,294 3,044 935.20 2,448 3,518 935.40 2,602 4,023 935.60 2,757 4,559 935.80 2,911 5,126 936.00 3,066 5,723 936.20 3,220 6,352 936.40 3,374 7,011 936.60 3,529 7,702 936.80 3,683 8,423 937.00 3,838 9,175 937.20 3,992 9,958 937.40 4,146 10,772 937.60 4,301 11,616 937.80 4,455 12,492 938.00 4,609 13,398 938.20 4,764 14,336 938.40 4,918 15,304 938.60 5,073 16,303 938.80 5,227 17,333 939.00 5,381 18,394 939.20 5,536 19,485 939.40 5,690 20,608 939.60 5,844 21,761 939.80 5,999 22,946 940.00 6,153 24,161 940.20 6,308 25,407 940.40 6,462 26,684 940.60 6,616 27,992 940.80 6,771 29,330 941.00 6,925 30,700 941.20 7,728 32,165 941.40 8,531 33,791 941.60 9,334 35,578 941.80 10,137 37,525 942.00 10,940 39,633 942.20 11,777 41,904 942.40 12,614 44,343 942.60 13,451 46,950 942.80 14,288 49,724 943.00 15,125 52,665 943.20 15,740 55,752 Elevation feet) Surface sq-ft) Storage cubic-feet) 943.40 16,355 58,961 943.60 16,970 62,294 943.80 17,585 65,749 944.00 18,200 69,328 944.20 18,860 73,034 944.40 19,520 76,871 944.60 20,180 80,842 944.80 20,840 84,943 945.00 21,500 89,178 945.20 22,205 93,548 945.40 22,910 98,059 945.60 23,615 102,712 945.80 24,320 107,505 946.00 25,025 112,440 946.20 25,763 117,519 946.40 26,501 122,745 473719 MSE 24-hr 3 10-Year Rainfall=4.27", AMC=321602 - PROPOSED-skimmer Printed 1/11/2023PreparedbyLoucks & Associates Page84HydroCAD® 10.20-2d s/n 02676 © 2021 HydroCAD Software Solutions LLC Summary for Pond TANK: Inflow Area = 1.842 ac,100.00% Impervious, Inflow Depth = 4.15" for 10-Year event Inflow = 10.68 cfs @ 12.15 hrs, Volume= 0.637 af Outflow = 9.33 cfs @ 12.19 hrs, Volume= 0.637 af, Atten= 13%, Lag= 2.7 min Primary = 9.33 cfs @ 12.19 hrs, Volume= 0.637 af Routed to Pond N-POND : Routing by Dyn-Stor-Ind method, Time Span= 0.00-300.00 hrs, dt= 0.05 hrs Starting Elev= 946.50' Surf.Area= 0.059 ac Storage= 0.099 af Peak Elev= 947.52' @ 12.19 hrs Surf.Area= 0.059 ac Storage= 0.142 af (0.043 af above start) Plug-Flow detention time= 104.5 min calculated for 0.538 af (84% of inflow) Center-of-Mass det. time= 6.3 min ( 747.0 - 740.7 ) Volume Invert Avail.Storage Storage Description 1A 943.00' 0.000 af 35.00'W x 74.00'L x 7.00'H Field A 0.416 af Overall - 0.199 af Embedded = 0.218 af x 0.0% Voids 2A 943.50' 0.199 af CMP Round 72 x 12 Inside #1 Effective Size= 72.0"W x 72.0"H => 28.27 sf x 20.00'L = 565.5 cf Overall Size= 72.0"W x 72.0"H x 20.00'L 12 Chambers in 4 Rows 33.00' Header x 28.27 sf x 2 = 1,866.1 cf Inside 3 949.50' 0.001 af 2.50'D x 3.00'H Vertical Cone/Cylinder x 2 4 946.50' 0.001 af 12.0" Round Pipe Storage x 2 L= 20.0' S= 0.0010 '/' 0.200 af Total Available Storage Storage Group A created with Chamber Wizard Device Routing Invert Outlet Devices 1 Primary 946.00'21.0" Round Culvert L= 17.0' Ke= 0.500 Inlet / Outlet Invert= 946.00' / 945.49' S= 0.0300 '/' Cc= 0.900 n= 0.013, Flow Area= 2.41 sf 2 Device 1 946.50'4.0' long Sharp-Crested Rectangular Weir 2 End Contraction(s) Primary OutFlow Max=9.21 cfs @ 12.19 hrs HW=947.51' TW=945.12' (Dynamic Tailwater) 1=Culvert (Inlet Controls 9.21 cfs @ 4.18 fps) 2=Sharp-Crested Rectangular Weir (Passes 9.21 cfs of 12.55 cfs potential flow) 474720 MSE 24-hr 3 10-Year Rainfall=4.27", AMC=321602 - PROPOSED-skimmer Printed 1/11/2023PreparedbyLoucks & Associates Page85HydroCAD® 10.20-2d s/n 02676 © 2021 HydroCAD Software Solutions LLC Stage-Area-Storage for Pond TANK: Elevation feet) Storage acre-feet) 943.00 0.000 943.10 0.000 943.20 0.000 943.30 0.000 943.40 0.000 943.50 0.000 943.60 0.001 943.70 0.002 943.80 0.004 943.90 0.006 944.00 0.008 944.10 0.010 944.20 0.013 944.30 0.016 944.40 0.019 944.50 0.022 944.60 0.025 944.70 0.028 944.80 0.032 944.90 0.035 945.00 0.039 945.10 0.043 945.20 0.046 945.30 0.050 945.40 0.054 945.50 0.058 945.60 0.062 945.70 0.066 945.80 0.070 945.90 0.074 946.00 0.078 946.10 0.083 946.20 0.087 946.30 0.091 946.40 0.095 946.50 0.099 946.60 0.104 946.70 0.108 946.80 0.112 946.90 0.116 947.00 0.121 947.10 0.125 947.20 0.129 947.30 0.133 947.40 0.137 947.50 0.141 947.60 0.145 947.70 0.149 947.80 0.153 947.90 0.157 948.00 0.161 948.10 0.164 Elevation feet) Storage acre-feet) 948.20 0.168 948.30 0.171 948.40 0.174 948.50 0.178 948.60 0.181 948.70 0.184 948.80 0.186 948.90 0.189 949.00 0.191 949.10 0.194 949.20 0.196 949.30 0.197 949.40 0.199 949.50 0.199 949.60 0.199 949.70 0.199 949.80 0.199 949.90 0.199 950.00 0.199 950.10 0.199 950.20 0.200 950.30 0.200 950.40 0.200 950.50 0.200 950.60 0.200 950.70 0.200 950.80 0.200 950.90 0.200 951.00 0.200 951.10 0.200 951.20 0.200 951.30 0.200 951.40 0.200 951.50 0.200 951.60 0.200 951.70 0.200 951.80 0.200 951.90 0.200 952.00 0.200 952.10 0.200 952.20 0.200 952.30 0.200 952.40 0.200 952.50 0.200 475721 MSE 24-hr 3 10-Year Rainfall=4.27", AMC=321602 - PROPOSED-skimmer Printed 1/11/2023PreparedbyLoucks & Associates Page86HydroCAD® 10.20-2d s/n 02676 © 2021 HydroCAD Software Solutions LLC Summary for Pond WET1: (new Pond) Inflow Area = 45.044 ac, 9.38% Impervious, Inflow Depth = 3.48" for 10-Year event Inflow = 74.30 cfs @ 12.35 hrs, Volume= 13.061 af Outflow = 58.54 cfs @ 12.62 hrs, Volume= 13.061 af, Atten= 21%, Lag= 16.1 min Discarded = 0.08 cfs @ 12.62 hrs, Volume= 0.099 af Primary = 58.47 cfs @ 12.62 hrs, Volume= 12.962 af Routed to Pond Ditch : (new Pond) Routing by Dyn-Stor-Ind method, Time Span= 0.00-300.00 hrs, dt= 0.05 hrs Peak Elev= 954.88' @ 12.62 hrs Surf.Area= 54,691 sf Storage= 53,071 cf Plug-Flow detention time= 24.1 min calculated for 13.058 af (100% of inflow) Center-of-Mass det. time= 24.2 min ( 861.0 - 836.8 ) Volume Invert Avail.Storage Storage Description 1 952.75' 225,648 cf Custom Stage Data (Prismatic) Listed below (Recalc) Elevation Surf.Area Inc.Store Cum.Store feet) (sq-ft) (cubic-feet) (cubic-feet) 952.75 20 0 0 953.00 3,000 378 378 954.00 28,905 15,953 16,330 955.00 58,240 43,573 59,903 956.00 84,125 71,183 131,085 957.00 105,000 94,563 225,648 Device Routing Invert Outlet Devices 1 Discarded 952.75'0.060 in/hr Exfiltration over Surface area 2 Primary 953.18'10.0' long x 10.0' breadth Broad-Crested Rectangular Weir Head (feet) 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60 Coef. (English) 2.49 2.56 2.70 2.69 2.68 2.69 2.67 2.64 Discarded OutFlow Max=0.08 cfs @ 12.62 hrs HW=954.88' (Free Discharge) 1=Exfiltration (Exfiltration Controls 0.08 cfs) Primary OutFlow Max=58.40 cfs @ 12.62 hrs HW=954.88' TW=953.18' (Dynamic Tailwater) 2=Broad-Crested Rectangular Weir (Weir Controls 58.40 cfs @ 3.44 fps) 476722 MSE 24-hr 3 10-Year Rainfall=4.27", AMC=321602 - PROPOSED-skimmer Printed 1/11/2023PreparedbyLoucks & Associates Page87HydroCAD® 10.20-2d s/n 02676 © 2021 HydroCAD Software Solutions LLC Stage-Area-Storage for Pond WET1: (new Pond) Elevation feet) Surface sq-ft) Storage cubic-feet) 952.75 20 0 952.80 616 16 952.85 1,212 62 952.90 1,808 137 952.95 2,404 242 953.00 3,000 378 953.05 4,295 560 953.10 5,591 807 953.15 6,886 1,119 953.20 8,181 1,496 953.25 9,476 1,937 953.30 10,771 2,443 953.35 12,067 3,014 953.40 13,362 3,650 953.45 14,657 4,350 953.50 15,953 5,116 953.55 17,248 5,946 953.60 18,543 6,840 953.65 19,838 7,800 953.70 21,134 8,824 953.75 22,429 9,913 953.80 23,724 11,067 953.85 25,019 12,286 953.90 26,314 13,569 953.95 27,610 14,917 954.00 28,905 16,330 954.05 30,372 17,812 954.10 31,839 19,367 954.15 33,305 20,996 954.20 34,772 22,698 954.25 36,239 24,473 954.30 37,705 26,322 954.35 39,172 28,244 954.40 40,639 30,239 954.45 42,106 32,307 954.50 43,573 34,449 954.55 45,039 36,665 954.60 46,506 38,953 954.65 47,973 41,315 954.70 49,440 43,751 954.75 50,906 46,259 954.80 52,373 48,841 954.85 53,840 51,497 954.90 55,306 54,225 954.95 56,773 57,027 955.00 58,240 59,903 955.05 59,534 62,847 955.10 60,829 65,856 955.15 62,123 68,930 955.20 63,417 72,068 955.25 64,711 75,271 955.30 66,005 78,539 Elevation feet) Surface sq-ft) Storage cubic-feet) 955.35 67,300 81,872 955.40 68,594 85,269 955.45 69,888 88,731 955.50 71,183 92,258 955.55 72,477 95,850 955.60 73,771 99,506 955.65 75,065 103,227 955.70 76,360 107,012 955.75 77,654 110,863 955.80 78,948 114,778 955.85 80,242 118,757 955.90 81,536 122,802 955.95 82,831 126,911 956.00 84,125 131,085 956.05 85,169 135,317 956.10 86,213 139,602 956.15 87,256 143,939 956.20 88,300 148,328 956.25 89,344 152,769 956.30 90,387 157,262 956.35 91,431 161,807 956.40 92,475 166,405 956.45 93,519 171,055 956.50 94,563 175,757 956.55 95,606 180,511 956.60 96,650 185,318 956.65 97,694 190,176 956.70 98,738 195,087 956.75 99,781 200,050 956.80 100,825 205,065 956.85 101,869 210,132 956.90 102,912 215,252 956.95 103,956 220,424 957.00 105,000 225,648 477723 MSE 24-hr 3 10-Year Rainfall=4.27", AMC=321602 - PROPOSED-skimmer Printed 1/11/2023PreparedbyLoucks & Associates Page88HydroCAD® 10.20-2d s/n 02676 © 2021 HydroCAD Software Solutions LLC Summary for Pond WET1-void: Volume Invert Avail.Storage Storage Description 1 952.75' 144,190 cf Custom Stage Data (Prismatic) Listed below (Recalc) Elevation Surf.Area Inc.Store Cum.Store feet) (sq-ft) (cubic-feet) (cubic-feet) 952.75 20 0 0 953.00 3,700 465 465 954.00 32,300 18,000 18,465 955.00 63,800 48,050 66,515 956.00 91,550 77,675 144,190 Device Routing Invert Outlet Devices 1 Discarded 952.75'0.060 in/hr Exfiltration over Surface area 2 Primary 946.68'42.0" Round RCP_Round 42" L= 500.0' Ke= 0.500 Inlet / Outlet Invert= 946.68' / 944.18' S= 0.0050 '/' Cc= 0.900 n= 0.013, Flow Area= 9.62 sf 3 Device 2 953.18'8.7' long Sharp-Crested Vee/Trap Weir Cv= 2.62 (C= 3.28) Discarded OutFlow Max=0.00 cfs @ 0.00 hrs HW=0.00' (Free Discharge) 1=Exfiltration ( Controls 0.00 cfs) Primary OutFlow Max=0.00 cfs @ 0.00 hrs HW=0.00' (Free Discharge) 2=RCP_Round 42" ( Controls 0.00 cfs) 3=Sharp-Crested Vee/Trap Weir ( Controls 0.00 cfs) 478724 MSE 24-hr 3 10-Year Rainfall=4.27", AMC=321602 - PROPOSED-skimmer Printed 1/11/2023PreparedbyLoucks & Associates Page89HydroCAD® 10.20-2d s/n 02676 © 2021 HydroCAD Software Solutions LLC Stage-Area-Storage for Pond WET1-void: Elevation feet) Surface sq-ft) Storage cubic-feet) 952.75 20 0 952.80 756 19 952.85 1,492 76 952.90 2,228 169 952.95 2,964 298 953.00 3,700 465 953.05 5,130 686 953.10 6,560 978 953.15 7,990 1,342 953.20 9,420 1,777 953.25 10,850 2,284 953.30 12,280 2,862 953.35 13,710 3,512 953.40 15,140 4,233 953.45 16,570 5,026 953.50 18,000 5,890 953.55 19,430 6,826 953.60 20,860 7,833 953.65 22,290 8,912 953.70 23,720 10,062 953.75 25,150 11,284 953.80 26,580 12,577 953.85 28,010 13,942 953.90 29,440 15,378 953.95 30,870 16,886 954.00 32,300 18,465 954.05 33,875 20,119 954.10 35,450 21,853 954.15 37,025 23,664 954.20 38,600 25,555 954.25 40,175 27,524 954.30 41,750 29,572 954.35 43,325 31,699 954.40 44,900 33,905 954.45 46,475 36,189 954.50 48,050 38,553 954.55 49,625 40,994 954.60 51,200 43,515 954.65 52,775 46,114 954.70 54,350 48,793 954.75 55,925 51,549 954.80 57,500 54,385 954.85 59,075 57,299 954.90 60,650 60,292 954.95 62,225 63,364 955.00 63,800 66,515 955.05 65,187 69,740 955.10 66,575 73,034 955.15 67,962 76,397 955.20 69,350 79,830 955.25 70,738 83,332 955.30 72,125 86,904 Elevation feet) Surface sq-ft) Storage cubic-feet) 955.35 73,513 90,545 955.40 74,900 94,255 955.45 76,288 98,035 955.50 77,675 101,884 955.55 79,062 105,802 955.60 80,450 109,790 955.65 81,837 113,847 955.70 83,225 117,974 955.75 84,613 122,170 955.80 86,000 126,435 955.85 87,388 130,770 955.90 88,775 135,174 955.95 90,163 139,647 956.00 91,550 144,190 479725 MSE 24-hr 3 100-Year Rainfall=7.41", AMC=321602 - PROPOSED-skimmer Printed 1/11/2023PreparedbyLoucks & Associates Page90HydroCAD® 10.20-2d s/n 02676 © 2021 HydroCAD Software Solutions LLC Summary for Subcatchment 500: (new Subcat) Runoff = 26.50 cfs @ 12.35 hrs, Volume= 2.499 af, Depth= 6.86" Routed to Pond P5 : Runoff by SCS TR-20 method, UH=SCS, Split Pervious/Imperv., Time Span= 0.00-300.00 hrs, dt= 0.05 hrs MSE 24-hr 3 100-Year Rainfall=7.41", AMC=3 Area (ac) CN Adj Description 2.123 98 0.758 80 >75% Grass cover, Good, HSG D 0.300 98 Water Surface, 0% imp, HSG D 1.189 78 Meadow, non-grazed, HSG D 4.370 89 96 Weighted Average, AMC Adjusted 2.247 81 92 51.42% Pervious Area, AMC Adjusted 2.123 98 99 48.58% Impervious Area, AMC Adjusted Tc Length Slope Velocity Capacity Description min) (feet) (ft/ft) (ft/sec) (cfs) 1.7 15 0.3000 0.14 Sheet Flow, Grass: Bermuda n= 0.410 P2= 2.84" 22.9 85 0.0150 0.06 Sheet Flow, Grass: Bermuda n= 0.410 P2= 2.84" 0.4 70 0.0300 2.60 Shallow Concentrated Flow, Grassed Waterway Kv= 15.0 fps 0.3 98 0.0120 4.97 3.90 Pipe Channel, 12.0" Round Area= 0.8 sf Perim= 3.1' r= 0.25' n= 0.013 25.3 268 Total 480726 MSE 24-hr 3 100-Year Rainfall=7.41", AMC=321602 - PROPOSED-skimmer Printed 1/11/2023PreparedbyLoucks & Associates Page91HydroCAD® 10.20-2d s/n 02676 © 2021 HydroCAD Software Solutions LLC Summary for Subcatchment 501: Runoff = 10.37 cfs @ 12.53 hrs, Volume= 1.215 af, Depth= 6.41" Routed to Pond P5 : Runoff by SCS TR-20 method, UH=SCS, Split Pervious/Imperv., Time Span= 0.00-300.00 hrs, dt= 0.05 hrs MSE 24-hr 3 100-Year Rainfall=7.41", AMC=3 Area (ac) CN Adj Description 0.389 98 1.787 78 Meadow, non-grazed, HSG D 0.100 80 >75% Grass cover, Good, HSG D 2.276 82 92 Weighted Average, AMC Adjusted 1.887 78 90 82.91% Pervious Area, AMC Adjusted 0.389 98 99 17.09% Impervious Area, AMC Adjusted Tc Length Slope Velocity Capacity Description min) (feet) (ft/ft) (ft/sec) (cfs) 30.7 100 0.0100 0.05 Sheet Flow, Grass: Bermuda n= 0.410 P2= 2.84" 9.1 815 0.0100 1.50 Shallow Concentrated Flow, Grassed Waterway Kv= 15.0 fps 39.8 915 Total 481727 MSE 24-hr 3 100-Year Rainfall=7.41", AMC=321602 - PROPOSED-skimmer Printed 1/11/2023PreparedbyLoucks & Associates Page92HydroCAD® 10.20-2d s/n 02676 © 2021 HydroCAD Software Solutions LLC Summary for Subcatchment BLDG: Runoff = 18.57 cfs @ 12.15 hrs, Volume= 1.119 af, Depth= 7.29" Routed to Pond TANK : Runoff by SCS TR-20 method, UH=SCS, Split Pervious/Imperv., Time Span= 0.00-300.00 hrs, dt= 0.05 hrs MSE 24-hr 3 100-Year Rainfall=7.41", AMC=3 Area (ac) CN Adj Description 0.000 80 >75% Grass cover, Good, HSG D 1.842 98 Paved parking, HSG D 1.842 98 99 Weighted Average, AMC Adjusted 1.842 98 99 100.00% Impervious Area, AMC Adjusted Tc Length Slope Velocity Capacity Description min) (feet) (ft/ft) (ft/sec) (cfs) 8.0 Direct Entry, 482728 MSE 24-hr 3 100-Year Rainfall=7.41", AMC=321602 - PROPOSED-skimmer Printed 1/11/2023PreparedbyLoucks & Associates Page93HydroCAD® 10.20-2d s/n 02676 © 2021 HydroCAD Software Solutions LLC Summary for Subcatchment COULTER: Runoff = 3.50 cfs @ 12.17 hrs, Volume= 0.212 af, Depth= 6.36" Routed to Reach COULT BLVD : Runoff by SCS TR-20 method, UH=SCS, Split Pervious/Imperv., Time Span= 0.00-300.00 hrs, dt= 0.05 hrs MSE 24-hr 3 100-Year Rainfall=7.41", AMC=3 Area (ac) CN Adj Description 0.006 98 0.000 85 Legumes, straight row, Good, HSG D 0.380 79 Woods/grass comb., Good, HSG D 0.014 84 diturbed landscape 0.400 79 91 Weighted Average, AMC Adjusted 0.394 79 91 98.50% Pervious Area, AMC Adjusted 0.006 98 99 1.50% Impervious Area, AMC Adjusted Tc Length Slope Velocity Capacity Description min) (feet) (ft/ft) (ft/sec) (cfs) 8.0 100 0.0500 0.21 Sheet Flow, Cultivated: Residue>20% n= 0.170 P2= 2.84" 0.8 100 0.0500 2.01 Shallow Concentrated Flow, Cultivated Straight Rows Kv= 9.0 fps 1.5 150 0.0350 1.68 Shallow Concentrated Flow, Cultivated Straight Rows Kv= 9.0 fps 10.3 350 Total 483729 MSE 24-hr 3 100-Year Rainfall=7.41", AMC=321602 - PROPOSED-skimmer Printed 1/11/2023PreparedbyLoucks & Associates Page94HydroCAD® 10.20-2d s/n 02676 © 2021 HydroCAD Software Solutions LLC Summary for Subcatchment CR-N: Runoff = 20.32 cfs @ 12.19 hrs, Volume= 1.260 af, Depth= 6.23" Routed to Reach CR-NORTH : Runoff by SCS TR-20 method, UH=SCS, Split Pervious/Imperv., Time Span= 0.00-300.00 hrs, dt= 0.05 hrs MSE 24-hr 3 100-Year Rainfall=7.41", AMC=3 Area (ac) CN Adj Description 0.000 80 >75% Grass cover, Good, HSG D 0.200 79 Woods/grass comb., Good, HSG D 2.128 78 Meadow, non-grazed, HSG D 0.000 98 0.100 84 disturbed landscape 2.428 78 90 Weighted Average, AMC Adjusted 2.428 78 90 100.00% Pervious Area, AMC Adjusted Tc Length Slope Velocity Capacity Description min) (feet) (ft/ft) (ft/sec) (cfs) 9.6 52 0.0500 0.09 Sheet Flow, GEN Grass: Bermuda n= 0.410 P2= 2.84" 1.6 160 0.0550 1.64 Shallow Concentrated Flow, Short Grass Pasture Kv= 7.0 fps 0.2 40 0.3000 3.83 Shallow Concentrated Flow, Short Grass Pasture Kv= 7.0 fps 11.4 252 Total 484730 MSE 24-hr 3 100-Year Rainfall=7.41", AMC=321602 - PROPOSED-skimmer Printed 1/11/2023PreparedbyLoucks & Associates Page95HydroCAD® 10.20-2d s/n 02676 © 2021 HydroCAD Software Solutions LLC Summary for Subcatchment CR-S: Runoff = 14.48 cfs @ 12.19 hrs, Volume= 0.900 af, Depth= 6.26" Routed to Reach CR-SOUTH : Runoff by SCS TR-20 method, UH=SCS, Split Pervious/Imperv., Time Span= 0.00-300.00 hrs, dt= 0.05 hrs MSE 24-hr 3 100-Year Rainfall=7.41", AMC=3 Area (ac) CN Adj Description 0.000 80 >75% Grass cover, Good, HSG D 0.200 79 Woods/grass comb., Good, HSG D 1.477 78 Meadow, non-grazed, HSG D 0.050 98 0.000 84 disturbed landscape 1.727 79 91 Weighted Average, AMC Adjusted 1.677 78 90 97.10% Pervious Area, AMC Adjusted 0.050 98 99 2.90% Impervious Area, AMC Adjusted Tc Length Slope Velocity Capacity Description min) (feet) (ft/ft) (ft/sec) (cfs) 9.6 52 0.0500 0.09 Sheet Flow, GEN Grass: Bermuda n= 0.410 P2= 2.84" 1.6 160 0.0550 1.64 Shallow Concentrated Flow, Short Grass Pasture Kv= 7.0 fps 0.2 40 0.3000 3.83 Shallow Concentrated Flow, Short Grass Pasture Kv= 7.0 fps 11.4 252 Total 485731 MSE 24-hr 3 100-Year Rainfall=7.41", AMC=321602 - PROPOSED-skimmer Printed 1/11/2023PreparedbyLoucks & Associates Page96HydroCAD® 10.20-2d s/n 02676 © 2021 HydroCAD Software Solutions LLC Summary for Subcatchment D-NORTH: Runoff = 20.61 cfs @ 12.11 hrs, Volume= 1.027 af, Depth= 6.35" Routed to Pond N-POND : Runoff by SCS TR-20 method, UH=SCS, Split Pervious/Imperv., Time Span= 0.00-300.00 hrs, dt= 0.05 hrs MSE 24-hr 3 100-Year Rainfall=7.41", AMC=3 Area (ac) CN Adj Description 1.759 80 >75% Grass cover, Good, HSG D 0.000 98 Paved parking, HSG D 0.170 84 Disturbed Landscape 0.013 98 Unconnected pavement, HSG D 1.942 80 91 Weighted Average, AMC Adjusted 1.929 80 91 99.33% Pervious Area, AMC Adjusted 0.013 98 99 0.67% Impervious Area, AMC Adjusted Tc Length Slope Velocity Capacity Description min) (feet) (ft/ft) (ft/sec) (cfs) 3.9 50 0.1500 0.21 Sheet Flow, Grass: Dense n= 0.240 P2= 2.84" 0.7 135 0.0500 3.35 Shallow Concentrated Flow, Grassed Waterway Kv= 15.0 fps 0.3 115 0.1500 5.81 Shallow Concentrated Flow, Grassed Waterway Kv= 15.0 fps 4.9 300 Total 486732 MSE 24-hr 3 100-Year Rainfall=7.41", AMC=321602 - PROPOSED-skimmer Printed 1/11/2023PreparedbyLoucks & Associates Page97HydroCAD® 10.20-2d s/n 02676 © 2021 HydroCAD Software Solutions LLC Summary for Subcatchment D-SOUTH: Runoff = 13.87 cfs @ 12.16 hrs, Volume= 0.809 af, Depth= 6.34" Routed to Pond S-POND : Runoff by SCS TR-20 method, UH=SCS, Split Pervious/Imperv., Time Span= 0.00-300.00 hrs, dt= 0.05 hrs MSE 24-hr 3 100-Year Rainfall=7.41", AMC=3 Area (ac) CN Adj Description 1.530 80 >75% Grass cover, Good, HSG D 0.000 98 Paved parking, HSG D 0.000 84 disturbed landscape 1.530 80 91 Weighted Average, AMC Adjusted 1.530 80 91 100.00% Pervious Area, AMC Adjusted Tc Length Slope Velocity Capacity Description min) (feet) (ft/ft) (ft/sec) (cfs) 9.2 85 0.0500 0.15 Sheet Flow, Grass: Dense n= 0.240 P2= 2.84" 0.2 55 0.1200 5.20 Shallow Concentrated Flow, Grassed Waterway Kv= 15.0 fps 9.4 140 Total 487733 MSE 24-hr 3 100-Year Rainfall=7.41", AMC=321602 - PROPOSED-skimmer Printed 1/11/2023PreparedbyLoucks & Associates Page98HydroCAD® 10.20-2d s/n 02676 © 2021 HydroCAD Software Solutions LLC Summary for Subcatchment DO-NO: Runoff = 0.58 cfs @ 12.27 hrs, Volume= 0.044 af, Depth= 6.34" Routed to Pond N-POND : Runoff by SCS TR-20 method, UH=SCS, Split Pervious/Imperv., Time Span= 0.00-300.00 hrs, dt= 0.05 hrs MSE 24-hr 3 100-Year Rainfall=7.41", AMC=3 Area (ac) CN Adj Description 0.084 80 Pasture/grassland/range, Good, HSG D 0.084 80 91 Weighted Average, AMC Adjusted 0.084 80 91 100.00% Pervious Area, AMC Adjusted Tc Length Slope Velocity Capacity Description min) (feet) (ft/ft) (ft/sec) (cfs) 17.6 100 0.0400 0.09 Sheet Flow, Grass: Bermuda n= 0.410 P2= 2.84" 0.5 55 0.0830 2.02 Shallow Concentrated Flow, Short Grass Pasture Kv= 7.0 fps 0.4 70 0.2000 3.13 Shallow Concentrated Flow, Short Grass Pasture Kv= 7.0 fps 18.5 225 Total 488734 MSE 24-hr 3 100-Year Rainfall=7.41", AMC=321602 - PROPOSED-skimmer Printed 1/11/2023PreparedbyLoucks & Associates Page99HydroCAD® 10.20-2d s/n 02676 © 2021 HydroCAD Software Solutions LLC Summary for Subcatchment N-SITE: Runoff = 36.35 cfs @ 12.31 hrs, Volume= 3.253 af, Depth= 7.02" Routed to Pond N-POND : Runoff by SCS TR-20 method, UH=SCS, Split Pervious/Imperv., Time Span= 0.00-300.00 hrs, dt= 0.05 hrs MSE 24-hr 3 100-Year Rainfall=7.41", AMC=3 Area (ac) CN Adj Description 1.440 80 >75% Grass cover, Good, HSG D 3.969 98 Paved parking, HSG D 0.130 84 disturbed landscape 0.019 98 Unconnected pavement, HSG D 5.558 93 98 Weighted Average, AMC Adjusted 1.570 80 91 28.25% Pervious Area, AMC Adjusted 3.988 98 99 71.75% Impervious Area, AMC Adjusted Tc Length Slope Velocity Capacity Description min) (feet) (ft/ft) (ft/sec) (cfs) 15.8 100 0.0180 0.11 Sheet Flow, Grass: Dense n= 0.240 P2= 2.84" 1.2 200 0.0200 2.87 Shallow Concentrated Flow, Paved Kv= 20.3 fps 5.1 1,145 0.0050 3.72 4.57 Pipe Channel, 15.0" Round Area= 1.2 sf Perim= 3.9' r= 0.31' n= 0.013 22.1 1,445 Total 489735 MSE 24-hr 3 100-Year Rainfall=7.41", AMC=321602 - PROPOSED-skimmer Printed 1/11/2023PreparedbyLoucks & Associates Page100HydroCAD® 10.20-2d s/n 02676 © 2021 HydroCAD Software Solutions LLC Summary for Subcatchment N100: Runoff = 137.15 cfs @ 12.37 hrs, Volume= 13.044 af, Depth= 6.70" Routed to Pond North : Runoff by SCS TR-20 method, UH=SCS, Split Pervious/Imperv., Time Span= 0.00-300.00 hrs, dt= 0.05 hrs MSE 24-hr 3 100-Year Rainfall=7.41", AMC=3 Area (ac) CN Adj Description 0.107 98 14.500 89 Row crops, straight row, Good, HSG D 4.600 80 >75% Grass cover, Good, HSG D 4.161 79 Woods/grass comb., Good, HSG D 23.368 85 94 Weighted Average, AMC Adjusted 23.261 85 94 99.54% Pervious Area, AMC Adjusted 0.107 98 99 0.46% Impervious Area, AMC Adjusted Tc Length Slope Velocity Capacity Description min) (feet) (ft/ft) (ft/sec) (cfs) 15.2 100 0.0100 0.11 Sheet Flow, Cultivated: Residue>20% n= 0.170 P2= 2.84" 11.6 1,200 0.0370 1.73 Shallow Concentrated Flow, Cultivated Straight Rows Kv= 9.0 fps 26.8 1,300 Total 490736 MSE 24-hr 3 100-Year Rainfall=7.41", AMC=321602 - PROPOSED-skimmer Printed 1/11/2023PreparedbyLoucks & Associates Page101HydroCAD® 10.20-2d s/n 02676 © 2021 HydroCAD Software Solutions LLC Summary for Subcatchment O-CRK: Runoff = 6.93 cfs @ 12.24 hrs, Volume= 0.500 af, Depth= 6.34" Routed to Pond N-POND : Runoff by SCS TR-20 method, UH=SCS, Split Pervious/Imperv., Time Span= 0.00-300.00 hrs, dt= 0.05 hrs MSE 24-hr 3 100-Year Rainfall=7.41", AMC=3 Area (ac) CN Adj Description 0.946 79 Woods/grass comb., Good, HSG D 0.946 79 91 Weighted Average, AMC Adjusted 0.946 79 91 100.00% Pervious Area, AMC Adjusted Tc Length Slope Velocity Capacity Description min) (feet) (ft/ft) (ft/sec) (cfs) 14.7 100 0.0600 0.11 Sheet Flow, Woods: Light underbrush n= 0.400 P2= 2.84" 1.4 100 0.0600 1.22 Shallow Concentrated Flow, Woodland Kv= 5.0 fps 16.1 200 Total 491737 MSE 24-hr 3 100-Year Rainfall=7.41", AMC=321602 - PROPOSED-skimmer Printed 1/11/2023PreparedbyLoucks & Associates Page102HydroCAD® 10.20-2d s/n 02676 © 2021 HydroCAD Software Solutions LLC Summary for Subcatchment O-DTCH: Runoff = 3.90 cfs @ 12.29 hrs, Volume= 0.311 af, Depth= 6.34" Routed to Pond N-POND : Runoff by SCS TR-20 method, UH=SCS, Split Pervious/Imperv., Time Span= 0.00-300.00 hrs, dt= 0.05 hrs MSE 24-hr 3 100-Year Rainfall=7.41", AMC=3 Area (ac) CN Adj Description 0.589 79 Woods/grass comb., Good, HSG D 0.000 98 0.589 79 91 Weighted Average, AMC Adjusted 0.589 79 91 100.00% Pervious Area, AMC Adjusted Tc Length Slope Velocity Capacity Description min) (feet) (ft/ft) (ft/sec) (cfs) 16.1 100 0.0500 0.10 Sheet Flow, Grass: Bermuda n= 0.410 P2= 2.84" 2.2 400 0.0400 3.00 Shallow Concentrated Flow, Grassed Waterway Kv= 15.0 fps 1.6 150 0.0300 1.56 Shallow Concentrated Flow, Cultivated Straight Rows Kv= 9.0 fps 19.9 650 Total 492738 MSE 24-hr 3 100-Year Rainfall=7.41", AMC=321602 - PROPOSED-skimmer Printed 1/11/2023PreparedbyLoucks & Associates Page103HydroCAD® 10.20-2d s/n 02676 © 2021 HydroCAD Software Solutions LLC Summary for Subcatchment S-C: Runoff = 3.75 cfs @ 12.28 hrs, Volume= 0.295 af, Depth= 6.34" Routed to Reach CR-NORTH : Runoff by SCS TR-20 method, UH=SCS, Split Pervious/Imperv., Time Span= 0.00-300.00 hrs, dt= 0.05 hrs MSE 24-hr 3 100-Year Rainfall=7.41", AMC=3 Area (ac) CN Adj Description 0.559 80 Pasture/grassland/range, Good, HSG D 0.559 80 91 Weighted Average, AMC Adjusted 0.559 80 91 100.00% Pervious Area, AMC Adjusted Tc Length Slope Velocity Capacity Description min) (feet) (ft/ft) (ft/sec) (cfs) 15.0 100 0.0600 0.11 Sheet Flow, Grass: Bermuda n= 0.410 P2= 2.84" 1.9 200 0.0600 1.71 Shallow Concentrated Flow, Short Grass Pasture Kv= 7.0 fps 2.5 200 0.0350 1.31 Shallow Concentrated Flow, Short Grass Pasture Kv= 7.0 fps 19.4 500 Total 493739 MSE 24-hr 3 100-Year Rainfall=7.41", AMC=321602 - PROPOSED-skimmer Printed 1/11/2023PreparedbyLoucks & Associates Page104HydroCAD® 10.20-2d s/n 02676 © 2021 HydroCAD Software Solutions LLC Summary for Subcatchment S-SITE: Runoff = 34.78 cfs @ 12.20 hrs, Volume= 2.446 af, Depth= 7.18" Routed to Pond S-POND : Runoff by SCS TR-20 method, UH=SCS, Split Pervious/Imperv., Time Span= 0.00-300.00 hrs, dt= 0.05 hrs MSE 24-hr 3 100-Year Rainfall=7.41", AMC=3 Area (ac) CN Adj Description 0.294 80 >75% Grass cover, Good, HSG D 3.545 98 Paved parking, HSG D 0.250 84 Disturbed Landscape 4.089 96 99 Weighted Average, AMC Adjusted 0.544 82 92 13.30% Pervious Area, AMC Adjusted 3.545 98 99 86.70% Impervious Area, AMC Adjusted Tc Length Slope Velocity Capacity Description min) (feet) (ft/ft) (ft/sec) (cfs) 10.1 60 0.0200 0.10 Sheet Flow, Grass: Dense n= 0.240 P2= 2.84" 1.4 260 0.0250 3.21 Shallow Concentrated Flow, Paved Kv= 20.3 fps 1.2 305 0.0050 4.20 7.43 Pipe Channel, 18.0" Round Area= 1.8 sf Perim= 4.7' r= 0.38' n= 0.013 12.7 625 Total 494740 MSE 24-hr 3 100-Year Rainfall=7.41", AMC=321602 - PROPOSED-skimmer Printed 1/11/2023PreparedbyLoucks & Associates Page105HydroCAD® 10.20-2d s/n 02676 © 2021 HydroCAD Software Solutions LLC Summary for Subcatchment W1: Runoff = 11.27 cfs @ 12.21 hrs, Volume= 0.757 af, Depth= 6.35" Routed to Pond WET1 : (new Pond) Runoff by SCS TR-20 method, UH=SCS, Split Pervious/Imperv., Time Span= 0.00-300.00 hrs, dt= 0.05 hrs MSE 24-hr 3 100-Year Rainfall=7.41", AMC=3 Area (ac) CN Adj Description 0.563 80 >75% Grass cover, Good, HSG D 0.200 79 Woods/grass comb., Good, HSG D 0.650 78 Meadow, non-grazed, HSG D 0.000 84 Grass disturbed 0.017 98 Unconnected pavement, HSG D 1.430 79 91 Weighted Average, AMC Adjusted 1.413 79 91 98.81% Pervious Area, AMC Adjusted 0.017 98 99 1.19% Impervious Area, AMC Adjusted Tc Length Slope Velocity Capacity Description min) (feet) (ft/ft) (ft/sec) (cfs) 11.5 100 0.0400 0.15 Sheet Flow, Grass: Dense n= 0.240 P2= 2.84" 2.2 210 0.0500 1.57 Shallow Concentrated Flow, Short Grass Pasture Kv= 7.0 fps 13.7 310 Total 495741 MSE 24-hr 3 100-Year Rainfall=7.41", AMC=321602 - PROPOSED-skimmer Printed 1/11/2023PreparedbyLoucks & Associates Page106HydroCAD® 10.20-2d s/n 02676 © 2021 HydroCAD Software Solutions LLC Summary for Subcatchment W100: Runoff = 73.37 cfs @ 12.32 hrs, Volume= 6.180 af, Depth= 6.29" Routed to Pond WET1 : (new Pond) Runoff by SCS TR-20 method, UH=SCS, Split Pervious/Imperv., Time Span= 0.00-300.00 hrs, dt= 0.05 hrs MSE 24-hr 3 100-Year Rainfall=7.41", AMC=3 Area (ac) CN Adj Description 11.110 78 Meadow, non-grazed, HSG D 0.685 98 11.795 79 91 Weighted Average, AMC Adjusted 11.110 78 90 94.19% Pervious Area, AMC Adjusted 0.685 98 99 5.81% Impervious Area, AMC Adjusted Tc Length Slope Velocity Capacity Description min) (feet) (ft/ft) (ft/sec) (cfs) 17.6 100 0.0400 0.09 Sheet Flow, Grass: Bermuda n= 0.410 P2= 2.84" 1.8 150 0.0400 1.40 Shallow Concentrated Flow, Short Grass Pasture Kv= 7.0 fps 3.2 570 0.0400 3.00 Shallow Concentrated Flow, Grassed Waterway Kv= 15.0 fps 22.6 820 Total 496742 MSE 24-hr 3 100-Year Rainfall=7.41", AMC=321602 - PROPOSED-skimmer Printed 1/11/2023PreparedbyLoucks & Associates Page107HydroCAD® 10.20-2d s/n 02676 © 2021 HydroCAD Software Solutions LLC Summary for Subcatchment W110: Runoff = 7.73 cfs @ 12.29 hrs, Volume= 0.616 af, Depth= 6.34" Routed to Pond Ditch : (new Pond) Runoff by SCS TR-20 method, UH=SCS, Split Pervious/Imperv., Time Span= 0.00-300.00 hrs, dt= 0.05 hrs MSE 24-hr 3 100-Year Rainfall=7.41", AMC=3 Area (ac) CN Adj Description 1.166 79 Woods/grass comb., Good, HSG D 0.000 98 1.166 79 91 Weighted Average, AMC Adjusted 1.166 79 91 100.00% Pervious Area, AMC Adjusted Tc Length Slope Velocity Capacity Description min) (feet) (ft/ft) (ft/sec) (cfs) 16.1 100 0.0500 0.10 Sheet Flow, Grass: Bermuda n= 0.410 P2= 2.84" 2.2 400 0.0400 3.00 Shallow Concentrated Flow, Grassed Waterway Kv= 15.0 fps 1.6 150 0.0300 1.56 Shallow Concentrated Flow, Cultivated Straight Rows Kv= 9.0 fps 19.9 650 Total 497743 MSE 24-hr 3 100-Year Rainfall=7.41", AMC=321602 - PROPOSED-skimmer Printed 1/11/2023PreparedbyLoucks & Associates Page108HydroCAD® 10.20-2d s/n 02676 © 2021 HydroCAD Software Solutions LLC Summary for Subcatchment W1D: Runoff = 5.67 cfs @ 12.24 hrs, Volume= 0.411 af, Depth= 6.34" Routed to Pond Ditch : (new Pond) Runoff by SCS TR-20 method, UH=SCS, Split Pervious/Imperv., Time Span= 0.00-300.00 hrs, dt= 0.05 hrs MSE 24-hr 3 100-Year Rainfall=7.41", AMC=3 Area (ac) CN Adj Description 0.200 80 >75% Grass cover, Good, HSG D 0.020 79 Woods/grass comb., Good, HSG D 0.557 78 Meadow, non-grazed, HSG D 0.000 84 Grass disturbed 0.000 98 Unconnected pavement, HSG D 0.777 79 91 Weighted Average, AMC Adjusted 0.777 79 91 100.00% Pervious Area, AMC Adjusted Tc Length Slope Velocity Capacity Description min) (feet) (ft/ft) (ft/sec) (cfs) 12.9 100 0.0300 0.13 Sheet Flow, Grass: Dense n= 0.240 P2= 2.84" 3.5 80 0.0030 0.38 Shallow Concentrated Flow, Short Grass Pasture Kv= 7.0 fps 16.4 180 Total 498744 MSE 24-hr 3 100-Year Rainfall=7.41", AMC=321602 - PROPOSED-skimmer Printed 1/11/2023PreparedbyLoucks & Associates Page109HydroCAD® 10.20-2d s/n 02676 © 2021 HydroCAD Software Solutions LLC Summary for Subcatchment W2M: Runoff = 12.00 cfs @ 12.30 hrs, Volume= 1.025 af, Depth= 6.82" Routed to Pond WET1 : (new Pond) Runoff by SCS TR-20 method, UH=SCS, Split Pervious/Imperv., Time Span= 0.00-300.00 hrs, dt= 0.05 hrs MSE 24-hr 3 100-Year Rainfall=7.41", AMC=3 Area (ac) CN Adj Description 0.905 98 0.900 80 Pasture/grassland/range, Good, HSG D 1.805 89 96 Weighted Average, AMC Adjusted 0.900 80 91 49.86% Pervious Area, AMC Adjusted 0.905 98 99 50.14% Impervious Area, AMC Adjusted Tc Length Slope Velocity Capacity Description min) (feet) (ft/ft) (ft/sec) (cfs) 15.1 100 0.0200 0.11 Sheet Flow, Grass: Dense n= 0.240 P2= 2.84" 6.0 770 0.0200 2.12 Shallow Concentrated Flow, Grassed Waterway Kv= 15.0 fps 21.1 870 Total 499745 MSE 24-hr 3 100-Year Rainfall=7.41", AMC=321602 - PROPOSED-skimmer Printed 1/11/2023PreparedbyLoucks & Associates Page110HydroCAD® 10.20-2d s/n 02676 © 2021 HydroCAD Software Solutions LLC Summary for Reach COULT BLVD: Inflow Area = 0.400 ac, 1.50% Impervious, Inflow Depth = 6.36" for 100-Year event Inflow = 3.50 cfs @ 12.17 hrs, Volume= 0.212 af Outflow = 3.50 cfs @ 12.17 hrs, Volume= 0.212 af, Atten= 0%, Lag= 0.0 min Routed to Reach SITE : Routing by Dyn-Stor-Ind method, Time Span= 0.00-300.00 hrs, dt= 0.05 hrs 500746 MSE 24-hr 3 100-Year Rainfall=7.41", AMC=321602 - PROPOSED-skimmer Printed 1/11/2023PreparedbyLoucks & Associates Page111HydroCAD® 10.20-2d s/n 02676 © 2021 HydroCAD Software Solutions LLC Summary for Reach CR: Inflow Area = 68.281 ac, 20.01% Impervious, Inflow Depth = 6.59" for 100-Year event Inflow = 204.29 cfs @ 12.32 hrs, Volume= 37.511 af Outflow = 204.29 cfs @ 12.32 hrs, Volume= 37.511 af, Atten= 0%, Lag= 0.0 min Routed to Reach SITE : Routing by Dyn-Stor-Ind method, Time Span= 0.00-300.00 hrs, dt= 0.05 hrs 501747 MSE 24-hr 3 100-Year Rainfall=7.41", AMC=321602 - PROPOSED-skimmer Printed 1/11/2023PreparedbyLoucks & Associates Page112HydroCAD® 10.20-2d s/n 02676 © 2021 HydroCAD Software Solutions LLC Summary for Reach CR-NORTH: Inflow Area = 13.948 ac, 41.89% Impervious, Inflow Depth = 6.72" for 100-Year event Inflow = 80.34 cfs @ 12.26 hrs, Volume= 7.810 af Outflow = 80.34 cfs @ 12.26 hrs, Volume= 7.810 af, Atten= 0%, Lag= 0.0 min Routed to Reach CR : Routing by Dyn-Stor-Ind method, Time Span= 0.00-300.00 hrs, dt= 0.05 hrs 502748 MSE 24-hr 3 100-Year Rainfall=7.41", AMC=321602 - PROPOSED-skimmer Printed 1/11/2023PreparedbyLoucks & Associates Page113HydroCAD® 10.20-2d s/n 02676 © 2021 HydroCAD Software Solutions LLC Summary for Reach CR-SOUTH: Inflow Area = 54.333 ac, 14.39% Impervious, Inflow Depth = 6.56" for 100-Year event Inflow = 128.62 cfs @ 12.40 hrs, Volume= 29.701 af Outflow = 128.62 cfs @ 12.40 hrs, Volume= 29.701 af, Atten= 0%, Lag= 0.0 min Routed to Reach CR : Routing by Dyn-Stor-Ind method, Time Span= 0.00-300.00 hrs, dt= 0.05 hrs 503749 MSE 24-hr 3 100-Year Rainfall=7.41", AMC=321602 - PROPOSED-skimmer Printed 1/11/2023PreparedbyLoucks & Associates Page114HydroCAD® 10.20-2d s/n 02676 © 2021 HydroCAD Software Solutions LLC Summary for Reach SITE: Inflow Area = 68.681 ac, 19.90% Impervious, Inflow Depth = 6.59" for 100-Year event Inflow = 206.08 cfs @ 12.31 hrs, Volume= 37.723 af Outflow = 206.08 cfs @ 12.31 hrs, Volume= 37.723 af, Atten= 0%, Lag= 0.0 min Routing by Dyn-Stor-Ind method, Time Span= 0.00-300.00 hrs, dt= 0.05 hrs 504750 MSE 24-hr 3 100-Year Rainfall=7.41", AMC=321602 - PROPOSED-skimmer Printed 1/11/2023PreparedbyLoucks & Associates Page115HydroCAD® 10.20-2d s/n 02676 © 2021 HydroCAD Software Solutions LLC Summary for Pond Ditch: (new Pond) Inflow Area = 46.987 ac, 8.99% Impervious, Inflow Depth = 6.52" for 100-Year event Inflow = 99.45 cfs @ 12.52 hrs, Volume= 25.549 af Outflow = 99.23 cfs @ 12.56 hrs, Volume= 25.549 af, Atten= 0%, Lag= 2.3 min Discarded = 0.01 cfs @ 12.56 hrs, Volume= 0.003 af Primary = 99.22 cfs @ 12.56 hrs, Volume= 25.546 af Routed to Reach CR-SOUTH : Routing by Dyn-Stor-Ind method, Time Span= 0.00-300.00 hrs, dt= 0.05 hrs Peak Elev= 953.85' @ 12.56 hrs Surf.Area= 7,267 sf Storage= 5,911 cf Plug-Flow detention time= 0.6 min calculated for 25.544 af (100% of inflow) Center-of-Mass det. time= 0.6 min ( 839.5 - 838.9 ) Volume Invert Avail.Storage Storage Description 1 951.50' 34,148 cf Custom Stage Data (Prismatic) Listed below (Recalc) Elevation Surf.Area Inc.Store Cum.Store feet) (sq-ft) (cubic-feet) (cubic-feet) 951.50 55 0 0 953.00 2,373 1,821 1,821 954.00 8,140 5,257 7,078 955.00 12,675 10,408 17,485 956.00 20,650 16,663 34,148 Device Routing Invert Outlet Devices 1 Device 4 945.20'42.0" Round Culvert L= 365.0' Ke= 0.500 Inlet / Outlet Invert= 945.20' / 940.64' S= 0.0125 '/' Cc= 0.900 n= 0.013, Flow Area= 9.62 sf 2 Device 1 951.50'8.9' long Sharp-Crested Rectangular Weir 2 End Contraction(s) 3 Discarded 951.50'0.060 in/hr Exfiltration over Surface area 4 Primary 931.47'60.0" Round Culvert L= 75.0' Ke= 0.500 Inlet / Outlet Invert= 931.47' / 931.10' S= 0.0049 '/' Cc= 0.900 n= 0.013, Flow Area= 19.63 sf Discarded OutFlow Max=0.01 cfs @ 12.56 hrs HW=953.85' (Free Discharge) 3=Exfiltration (Exfiltration Controls 0.01 cfs) Primary OutFlow Max=99.15 cfs @ 12.56 hrs HW=953.85' TW=0.00' (Dynamic Tailwater) 4=Culvert (Passes 99.15 cfs of 421.51 cfs potential flow) 1=Culvert (Passes 99.15 cfs of 121.66 cfs potential flow) 2=Sharp-Crested Rectangular Weir (Weir Controls 99.15 cfs @ 5.01 fps) 505751 MSE 24-hr 3 100-Year Rainfall=7.41", AMC=321602 - PROPOSED-skimmer Printed 1/11/2023PreparedbyLoucks & Associates Page116HydroCAD® 10.20-2d s/n 02676 © 2021 HydroCAD Software Solutions LLC Stage-Area-Storage for Pond Ditch: (new Pond) Elevation feet) Surface sq-ft) Storage cubic-feet) 951.50 55 0 951.55 132 5 951.60 210 13 951.65 287 26 951.70 364 42 951.75 441 62 951.80 519 86 951.85 596 114 951.90 673 146 951.95 750 181 952.00 828 221 952.05 905 264 952.10 982 311 952.15 1,059 362 952.20 1,137 417 952.25 1,214 476 952.30 1,291 539 952.35 1,369 605 952.40 1,446 675 952.45 1,523 750 952.50 1,600 828 952.55 1,678 910 952.60 1,755 995 952.65 1,832 1,085 952.70 1,909 1,179 952.75 1,987 1,276 952.80 2,064 1,377 952.85 2,141 1,482 952.90 2,218 1,591 952.95 2,296 1,704 953.00 2,373 1,821 953.05 2,661 1,947 953.10 2,950 2,087 953.15 3,238 2,242 953.20 3,526 2,411 953.25 3,815 2,594 953.30 4,103 2,792 953.35 4,391 3,005 953.40 4,680 3,232 953.45 4,968 3,473 953.50 5,257 3,728 953.55 5,545 3,998 953.60 5,833 4,283 953.65 6,122 4,582 953.70 6,410 4,895 953.75 6,698 5,223 953.80 6,987 5,565 953.85 7,275 5,921 953.90 7,563 6,292 953.95 7,852 6,678 954.00 8,140 7,078 954.05 8,367 7,490 Elevation feet) Surface sq-ft) Storage cubic-feet) 954.10 8,594 7,914 954.15 8,820 8,350 954.20 9,047 8,796 954.25 9,274 9,254 954.30 9,500 9,724 954.35 9,727 10,204 954.40 9,954 10,696 954.45 10,181 11,200 954.50 10,408 11,714 954.55 10,634 12,240 954.60 10,861 12,778 954.65 11,088 13,327 954.70 11,315 13,887 954.75 11,541 14,458 954.80 11,768 15,041 954.85 11,995 15,635 954.90 12,221 16,240 954.95 12,448 16,857 955.00 12,675 17,485 955.05 13,074 18,129 955.10 13,473 18,792 955.15 13,871 19,476 955.20 14,270 20,180 955.25 14,669 20,903 955.30 15,067 21,646 955.35 15,466 22,410 955.40 15,865 23,193 955.45 16,264 23,996 955.50 16,663 24,819 955.55 17,061 25,662 955.60 17,460 26,526 955.65 17,859 27,408 955.70 18,258 28,311 955.75 18,656 29,234 955.80 19,055 30,177 955.85 19,454 31,140 955.90 19,852 32,122 955.95 20,251 33,125 956.00 20,650 34,148 506752 MSE 24-hr 3 100-Year Rainfall=7.41", AMC=321602 - PROPOSED-skimmer Printed 1/11/2023PreparedbyLoucks & Associates Page117HydroCAD® 10.20-2d s/n 02676 © 2021 HydroCAD Software Solutions LLC Summary for Pond N-POND: Inflow Area = 10.961 ac, 53.31% Impervious, Inflow Depth = 6.85" for 100-Year event Inflow = 66.71 cfs @ 12.24 hrs, Volume= 6.255 af Outflow = 62.46 cfs @ 12.32 hrs, Volume= 6.255 af, Atten= 6%, Lag= 4.6 min Primary = 62.46 cfs @ 12.32 hrs, Volume= 6.255 af Routed to Reach CR-NORTH : Secondary = 0.00 cfs @ 0.00 hrs, Volume= 0.000 af Routed to Reach CR-NORTH : Routing by Dyn-Stor-Ind method, Time Span= 0.00-300.00 hrs, dt= 0.05 hrs Starting Elev= 943.00' Surf.Area= 14,550 sf Storage= 57,700 cf Peak Elev= 945.88' @ 12.32 hrs Surf.Area= 21,418 sf Storage= 109,612 cf (51,912 cf above start) Plug-Flow detention time= 172.2 min calculated for 4.930 af (79% of inflow) Center-of-Mass det. time= 63.9 min ( 822.2 - 758.3 ) Volume Invert Avail.Storage Storage Description 1 933.00' 136,056 cf Custom Stage Data (Prismatic) Listed below (Recalc) Elevation Surf.Area Inc.Store Cum.Store feet) (sq-ft) (cubic-feet) (cubic-feet) 933.00 900 0 0 942.00 9,275 45,788 45,788 943.00 14,550 11,913 57,700 944.00 16,910 15,730 73,430 945.00 19,365 18,138 91,568 946.00 21,685 20,525 112,093 946.50 23,085 11,193 123,285 947.00 28,000 12,771 136,056 Device Routing Invert Outlet Devices 1 Secondary 946.00'10.0' long x 10.0' breadth Broad-Crested Rectangular Weir Head (feet) 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60 Coef. (English) 2.49 2.56 2.70 2.69 2.68 2.69 2.67 2.64 2 Primary 938.00'42.0" Round Culvert L= 108.0' Ke= 0.500 Inlet / Outlet Invert= 938.00' / 932.75' S= 0.0486 '/' Cc= 0.900 n= 0.013, Flow Area= 9.62 sf 3 Device 2 943.00'10.0" W x 8.0" H Vert. Orifice/Grate C= 0.600 Limited to weir flow at low heads 4 Device 2 944.25'6.0' long Sharp-Crested Rectangular Weir 2 End Contraction(s) 5 Device 2 945.15'36.0" Horiz. Orifice/Grate C= 0.600 Limited to weir flow at low heads 507753 MSE 24-hr 3 100-Year Rainfall=7.41", AMC=321602 - PROPOSED-skimmer Printed 1/11/2023PreparedbyLoucks & Associates Page118HydroCAD® 10.20-2d s/n 02676 © 2021 HydroCAD Software Solutions LLC Primary OutFlow Max=62.09 cfs @ 12.32 hrs HW=945.88' TW=0.00' (Dynamic Tailwater) 2=Culvert (Passes 62.09 cfs of 114.69 cfs potential flow) 3=Orifice/Grate (Orifice Controls 4.27 cfs @ 7.68 fps) 4=Sharp-Crested Rectangular Weir (Weir Controls 38.61 cfs @ 4.17 fps) 5=Orifice/Grate (Weir Controls 19.21 cfs @ 2.79 fps) Secondary OutFlow Max=0.00 cfs @ 0.00 hrs HW=943.00' TW=0.00' (Dynamic Tailwater) 1=Broad-Crested Rectangular Weir ( Controls 0.00 cfs) 508754 MSE 24-hr 3 100-Year Rainfall=7.41", AMC=321602 - PROPOSED-skimmer Printed 1/11/2023PreparedbyLoucks & Associates Page119HydroCAD® 10.20-2d s/n 02676 © 2021 HydroCAD Software Solutions LLC Stage-Area-Storage for Pond N-POND: Elevation feet) Surface sq-ft) Storage cubic-feet) 933.00 900 0 933.20 1,086 199 933.40 1,272 434 933.60 1,458 708 933.80 1,644 1,018 934.00 1,831 1,365 934.20 2,017 1,750 934.40 2,203 2,172 934.60 2,389 2,631 934.80 2,575 3,127 935.00 2,761 3,661 935.20 2,947 4,232 935.40 3,133 4,840 935.60 3,319 5,485 935.80 3,506 6,168 936.00 3,692 6,888 936.20 3,878 7,644 936.40 4,064 8,439 936.60 4,250 9,270 936.80 4,436 10,139 937.00 4,622 11,044 937.20 4,808 11,988 937.40 4,994 12,968 937.60 5,181 13,985 937.80 5,367 15,040 938.00 5,553 16,132 938.20 5,739 17,261 938.40 5,925 18,427 938.60 6,111 19,631 938.80 6,297 20,872 939.00 6,483 22,150 939.20 6,669 23,465 939.40 6,856 24,818 939.60 7,042 26,208 939.80 7,228 27,634 940.00 7,414 29,099 940.20 7,600 30,600 940.40 7,786 32,139 940.60 7,972 33,714 940.80 8,158 35,327 941.00 8,344 36,978 941.20 8,531 38,665 941.40 8,717 40,390 941.60 8,903 42,152 941.80 9,089 43,951 942.00 9,275 45,788 942.20 10,330 47,748 942.40 11,385 49,919 942.60 12,440 52,302 942.80 13,495 54,895 943.00 14,550 57,700 943.20 15,022 60,657 Elevation feet) Surface sq-ft) Storage cubic-feet) 943.40 15,494 63,709 943.60 15,966 66,855 943.80 16,438 70,095 944.00 16,910 73,430 944.20 17,401 76,861 944.40 17,892 80,390 944.60 18,383 84,018 944.80 18,874 87,744 945.00 19,365 91,568 945.20 19,829 95,487 945.40 20,293 99,499 945.60 20,757 103,604 945.80 21,221 107,802 946.00 21,685 112,093 946.20 22,245 116,486 946.40 22,805 120,990 946.60 24,068 125,643 946.80 26,034 130,653 947.00 28,000 136,056 509755 MSE 24-hr 3 100-Year Rainfall=7.41", AMC=321602 - PROPOSED-skimmer Printed 1/11/2023PreparedbyLoucks & Associates Page120HydroCAD® 10.20-2d s/n 02676 © 2021 HydroCAD Software Solutions LLC Summary for Pond North: Inflow Area = 23.368 ac, 0.46% Impervious, Inflow Depth = 6.70" for 100-Year event Inflow = 137.15 cfs @ 12.37 hrs, Volume= 13.044 af Outflow = 41.83 cfs @ 12.86 hrs, Volume= 13.044 af, Atten= 69%, Lag= 29.7 min Discarded = 0.15 cfs @ 12.86 hrs, Volume= 0.083 af Primary = 41.68 cfs @ 12.86 hrs, Volume= 12.960 af Routed to Pond WET1 : (new Pond) Routing by Dyn-Stor-Ind method, Time Span= 0.00-300.00 hrs, dt= 0.05 hrs Peak Elev= 959.00' @ 12.86 hrs Surf.Area= 110,626 sf Storage= 218,598 cf Plug-Flow detention time= 65.0 min calculated for 13.041 af (100% of inflow) Center-of-Mass det. time= 65.1 min ( 841.4 - 776.3 ) Volume Invert Avail.Storage Storage Description 1 955.00' 341,830 cf Custom Stage Data (Prismatic) Listed below (Recalc) Elevation Surf.Area Inc.Store Cum.Store feet) (sq-ft) (cubic-feet) (cubic-feet) 955.00 8,000 0 0 956.00 20,320 14,160 14,160 958.00 86,000 106,320 120,480 960.00 135,350 221,350 341,830 Device Routing Invert Outlet Devices 1 Primary 955.00'33.0" Round Culvert L= 82.0' Ke= 0.500 Inlet / Outlet Invert= 955.00' / 954.59' S= 0.0050 '/' Cc= 0.900 n= 0.013, Flow Area= 5.94 sf 2 Discarded 955.00'0.060 in/hr Exfiltration over Surface area Discarded OutFlow Max=0.15 cfs @ 12.86 hrs HW=959.00' (Free Discharge) 2=Exfiltration (Exfiltration Controls 0.15 cfs) Primary OutFlow Max=41.67 cfs @ 12.86 hrs HW=959.00' TW=955.46' (Dynamic Tailwater) 1=Culvert (Barrel Controls 41.67 cfs @ 7.02 fps) 510756 MSE 24-hr 3 100-Year Rainfall=7.41", AMC=321602 - PROPOSED-skimmer Printed 1/11/2023PreparedbyLoucks & Associates Page121HydroCAD® 10.20-2d s/n 02676 © 2021 HydroCAD Software Solutions LLC Stage-Area-Storage for Pond North: Elevation feet) Surface sq-ft) Storage cubic-feet) 955.00 8,000 0 955.05 8,616 415 955.10 9,232 862 955.15 9,848 1,339 955.20 10,464 1,846 955.25 11,080 2,385 955.30 11,696 2,954 955.35 12,312 3,555 955.40 12,928 4,186 955.45 13,544 4,847 955.50 14,160 5,540 955.55 14,776 6,263 955.60 15,392 7,018 955.65 16,008 7,803 955.70 16,624 8,618 955.75 17,240 9,465 955.80 17,856 10,342 955.85 18,472 11,251 955.90 19,088 12,190 955.95 19,704 13,159 956.00 20,320 14,160 956.05 21,962 15,217 956.10 23,604 16,356 956.15 25,246 17,577 956.20 26,888 18,881 956.25 28,530 20,266 956.30 30,172 21,734 956.35 31,814 23,283 956.40 33,456 24,915 956.45 35,098 26,629 956.50 36,740 28,425 956.55 38,382 30,303 956.60 40,024 32,263 956.65 41,666 34,305 956.70 43,308 36,430 956.75 44,950 38,636 956.80 46,592 40,925 956.85 48,234 43,295 956.90 49,876 45,748 956.95 51,518 48,283 957.00 53,160 50,900 957.05 54,802 53,599 957.10 56,444 56,380 957.15 58,086 59,243 957.20 59,728 62,189 957.25 61,370 65,216 957.30 63,012 68,326 957.35 64,654 71,517 957.40 66,296 74,791 957.45 67,938 78,147 957.50 69,580 81,585 957.55 71,222 85,105 Elevation feet) Surface sq-ft) Storage cubic-feet) 957.60 72,864 88,707 957.65 74,506 92,391 957.70 76,148 96,158 957.75 77,790 100,006 957.80 79,432 103,937 957.85 81,074 107,949 957.90 82,716 112,044 957.95 84,358 116,221 958.00 86,000 120,480 958.05 87,234 124,811 958.10 88,468 129,203 958.15 89,701 133,658 958.20 90,935 138,174 958.25 92,169 142,751 958.30 93,402 147,390 958.35 94,636 152,091 958.40 95,870 156,854 958.45 97,104 161,678 958.50 98,338 166,564 958.55 99,571 171,512 958.60 100,805 176,522 958.65 102,039 181,593 958.70 103,273 186,725 958.75 104,506 191,920 958.80 105,740 197,176 958.85 106,974 202,494 958.90 108,207 207,873 958.95 109,441 213,315 959.00 110,675 218,818 959.05 111,909 224,382 959.10 113,143 230,008 959.15 114,376 235,696 959.20 115,610 241,446 959.25 116,844 247,257 959.30 118,077 253,130 959.35 119,311 259,065 959.40 120,545 265,061 959.45 121,779 271,120 959.50 123,013 277,239 959.55 124,246 283,421 959.60 125,480 289,664 959.65 126,714 295,969 959.70 127,948 302,335 959.75 129,181 308,764 959.80 130,415 315,253 959.85 131,649 321,805 959.90 132,882 328,418 959.95 134,116 335,093 960.00 135,350 341,830 511757 MSE 24-hr 3 100-Year Rainfall=7.41", AMC=321602 - PROPOSED-skimmer Printed 1/11/2023PreparedbyLoucks & Associates Page122HydroCAD® 10.20-2d s/n 02676 © 2021 HydroCAD Software Solutions LLC Summary for Pond P5: Inflow Area = 6.646 ac, 37.80% Impervious, Inflow Depth = 6.71" for 100-Year event Inflow = 35.09 cfs @ 12.38 hrs, Volume= 3.715 af Outflow = 9.75 cfs @ 13.02 hrs, Volume= 3.713 af, Atten= 72%, Lag= 38.3 min Primary = 9.75 cfs @ 13.02 hrs, Volume= 3.713 af Routed to Pond WET1 : (new Pond) Routing by Dyn-Stor-Ind method, Time Span= 0.00-300.00 hrs, dt= 0.05 hrs Starting Elev= 959.00' Surf.Area= 13,050 sf Storage= 30,018 cf Peak Elev= 961.91' @ 13.02 hrs Surf.Area= 33,596 sf Storage= 100,710 cf (70,692 cf above start) Plug-Flow detention time= 231.4 min calculated for 3.023 af (81% of inflow) Center-of-Mass det. time= 125.0 min ( 899.9 - 774.9 ) Volume Invert Avail.Storage Storage Description 1 952.00' 187,617 cf Custom Stage Data (Prismatic) Listed below (Recalc) Elevation Surf.Area Inc.Store Cum.Store feet) (sq-ft) (cubic-feet) (cubic-feet) 952.00 88 0 0 954.00 1,300 1,388 1,388 956.00 3,675 4,975 6,363 958.00 8,970 12,645 19,008 959.00 13,050 11,010 30,018 960.00 22,650 17,850 47,868 960.70 25,750 16,940 64,808 962.00 34,180 38,954 103,762 964.00 49,675 83,855 187,617 Device Routing Invert Outlet Devices 1 Primary 959.00'18.0" Round Culvert L= 192.0' Ke= 0.500 Inlet / Outlet Invert= 959.00' / 958.04' S= 0.0050 '/' Cc= 0.900 n= 0.013, Flow Area= 1.77 sf Primary OutFlow Max=9.75 cfs @ 13.02 hrs HW=961.91' TW=955.34' (Dynamic Tailwater) 1=Culvert (Barrel Controls 9.75 cfs @ 5.52 fps) 512758 MSE 24-hr 3 100-Year Rainfall=7.41", AMC=321602 - PROPOSED-skimmer Printed 1/11/2023PreparedbyLoucks & Associates Page123HydroCAD® 10.20-2d s/n 02676 © 2021 HydroCAD Software Solutions LLC Stage-Area-Storage for Pond P5: Elevation feet) Surface sq-ft) Storage cubic-feet) 952.00 88 0 952.20 209 30 952.40 330 84 952.60 452 162 952.80 573 264 953.00 694 391 953.20 815 542 953.40 936 717 953.60 1,058 916 953.80 1,179 1,140 954.00 1,300 1,388 954.20 1,538 1,672 954.40 1,775 2,003 954.60 2,013 2,382 954.80 2,250 2,808 955.00 2,488 3,282 955.20 2,725 3,803 955.40 2,962 4,372 955.60 3,200 4,988 955.80 3,437 5,652 956.00 3,675 6,363 956.20 4,205 7,151 956.40 4,734 8,045 956.60 5,264 9,045 956.80 5,793 10,150 957.00 6,323 11,362 957.20 6,852 12,679 957.40 7,381 14,103 957.60 7,911 15,632 957.80 8,440 17,267 958.00 8,970 19,008 958.20 9,786 20,884 958.40 10,602 22,922 958.60 11,418 25,124 958.80 12,234 27,490 959.00 13,050 30,018 959.20 14,970 32,820 959.40 16,890 36,006 959.60 18,810 39,576 959.80 20,730 43,530 960.00 22,650 47,868 960.20 23,536 52,487 960.40 24,421 57,282 960.60 25,307 62,255 960.80 26,398 67,415 961.00 27,695 72,825 961.20 28,992 78,494 961.40 30,289 84,422 961.60 31,586 90,609 961.80 32,883 97,056 962.00 34,180 103,762 962.20 35,730 110,753 Elevation feet) Surface sq-ft) Storage cubic-feet) 962.40 37,279 118,054 962.60 38,829 125,665 962.80 40,378 133,586 963.00 41,928 141,816 963.20 43,477 150,357 963.40 45,026 159,207 963.60 46,576 168,367 963.80 48,125 177,837 964.00 49,675 187,617 513759 MSE 24-hr 3 100-Year Rainfall=7.41", AMC=321602 - PROPOSED-skimmer Printed 1/11/2023PreparedbyLoucks & Associates Page124HydroCAD® 10.20-2d s/n 02676 © 2021 HydroCAD Software Solutions LLC Summary for Pond S-POND: Inflow Area = 5.619 ac, 63.09% Impervious, Inflow Depth = 6.95" for 100-Year event Inflow = 47.87 cfs @ 12.19 hrs, Volume= 3.255 af Outflow = 33.71 cfs @ 12.30 hrs, Volume= 3.255 af, Atten= 30%, Lag= 6.4 min Primary = 33.71 cfs @ 12.30 hrs, Volume= 3.255 af Routed to Reach CR-SOUTH : Secondary = 0.00 cfs @ 0.00 hrs, Volume= 0.000 af Routed to Reach CR-SOUTH : Routing by Dyn-Stor-Ind method, Time Span= 0.00-300.00 hrs, dt= 0.05 hrs Starting Elev= 942.00' Surf.Area= 10,940 sf Storage= 39,633 cf Peak Elev= 944.40' @ 12.30 hrs Surf.Area= 19,528 sf Storage= 76,921 cf (37,289 cf above start) Plug-Flow detention time= 203.4 min calculated for 2.345 af (72% of inflow) Center-of-Mass det. time= 72.0 min ( 822.1 - 750.2 ) Volume Invert Avail.Storage Storage Description 1 933.00' 125,414 cf Custom Stage Data (Prismatic) Listed below (Recalc) Elevation Surf.Area Inc.Store Cum.Store feet) (sq-ft) (cubic-feet) (cubic-feet) 933.00 750 0 0 941.00 6,925 30,700 30,700 942.00 10,940 8,933 39,633 943.00 15,125 13,033 52,665 944.00 18,200 16,663 69,328 945.00 21,500 19,850 89,178 946.00 25,025 23,263 112,440 946.50 26,870 12,974 125,414 Device Routing Invert Outlet Devices 1 Secondary 946.00'10.0' long x 10.0' breadth Broad-Crested Rectangular Weir Head (feet) 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60 Coef. (English) 2.49 2.56 2.70 2.69 2.68 2.69 2.67 2.64 2 Primary 934.00'30.0" Round Culvert L= 116.0' Ke= 0.500 Inlet / Outlet Invert= 934.00' / 925.00' S= 0.0776 '/' Cc= 0.900 n= 0.013, Flow Area= 4.91 sf 3 Device 2 942.00'9.0" W x 6.0" H Vert. Orifice/Grate C= 0.600 Limited to weir flow at low heads 4 Device 2 943.00'6.0' long Sharp-Crested Rectangular Weir 2 End Contraction(s) 5 Device 2 945.00'36.0" Horiz. Orifice/Grate C= 0.600 Limited to weir flow at low heads 514760 MSE 24-hr 3 100-Year Rainfall=7.41", AMC=321602 - PROPOSED-skimmer Printed 1/11/2023PreparedbyLoucks & Associates Page125HydroCAD® 10.20-2d s/n 02676 © 2021 HydroCAD Software Solutions LLC Primary OutFlow Max=33.61 cfs @ 12.30 hrs HW=944.40' TW=0.00' (Dynamic Tailwater) 2=Culvert (Passes 33.61 cfs of 71.49 cfs potential flow) 3=Orifice/Grate (Orifice Controls 2.65 cfs @ 7.06 fps) 4=Sharp-Crested Rectangular Weir (Weir Controls 30.96 cfs @ 3.87 fps) 5=Orifice/Grate ( Controls 0.00 cfs) Secondary OutFlow Max=0.00 cfs @ 0.00 hrs HW=942.00' TW=0.00' (Dynamic Tailwater) 1=Broad-Crested Rectangular Weir ( Controls 0.00 cfs) 515761 MSE 24-hr 3 100-Year Rainfall=7.41", AMC=321602 - PROPOSED-skimmer Printed 1/11/2023PreparedbyLoucks & Associates Page126HydroCAD® 10.20-2d s/n 02676 © 2021 HydroCAD Software Solutions LLC Stage-Area-Storage for Pond S-POND: Elevation feet) Surface sq-ft) Storage cubic-feet) 933.00 750 0 933.20 904 165 933.40 1,059 362 933.60 1,213 589 933.80 1,367 847 934.00 1,522 1,136 934.20 1,676 1,456 934.40 1,831 1,806 934.60 1,985 2,188 934.80 2,139 2,600 935.00 2,294 3,044 935.20 2,448 3,518 935.40 2,602 4,023 935.60 2,757 4,559 935.80 2,911 5,126 936.00 3,066 5,723 936.20 3,220 6,352 936.40 3,374 7,011 936.60 3,529 7,702 936.80 3,683 8,423 937.00 3,838 9,175 937.20 3,992 9,958 937.40 4,146 10,772 937.60 4,301 11,616 937.80 4,455 12,492 938.00 4,609 13,398 938.20 4,764 14,336 938.40 4,918 15,304 938.60 5,073 16,303 938.80 5,227 17,333 939.00 5,381 18,394 939.20 5,536 19,485 939.40 5,690 20,608 939.60 5,844 21,761 939.80 5,999 22,946 940.00 6,153 24,161 940.20 6,308 25,407 940.40 6,462 26,684 940.60 6,616 27,992 940.80 6,771 29,330 941.00 6,925 30,700 941.20 7,728 32,165 941.40 8,531 33,791 941.60 9,334 35,578 941.80 10,137 37,525 942.00 10,940 39,633 942.20 11,777 41,904 942.40 12,614 44,343 942.60 13,451 46,950 942.80 14,288 49,724 943.00 15,125 52,665 943.20 15,740 55,752 Elevation feet) Surface sq-ft) Storage cubic-feet) 943.40 16,355 58,961 943.60 16,970 62,294 943.80 17,585 65,749 944.00 18,200 69,328 944.20 18,860 73,034 944.40 19,520 76,871 944.60 20,180 80,842 944.80 20,840 84,943 945.00 21,500 89,178 945.20 22,205 93,548 945.40 22,910 98,059 945.60 23,615 102,712 945.80 24,320 107,505 946.00 25,025 112,440 946.20 25,763 117,519 946.40 26,501 122,745 516762 MSE 24-hr 3 100-Year Rainfall=7.41", AMC=321602 - PROPOSED-skimmer Printed 1/11/2023PreparedbyLoucks & Associates Page127HydroCAD® 10.20-2d s/n 02676 © 2021 HydroCAD Software Solutions LLC Summary for Pond TANK: Inflow Area = 1.842 ac,100.00% Impervious, Inflow Depth = 7.29" for 100-Year event Inflow = 18.57 cfs @ 12.15 hrs, Volume= 1.119 af Outflow = 15.36 cfs @ 12.20 hrs, Volume= 1.119 af, Atten= 17%, Lag= 3.2 min Primary = 15.36 cfs @ 12.20 hrs, Volume= 1.119 af Routed to Pond N-POND : Routing by Dyn-Stor-Ind method, Time Span= 0.00-300.00 hrs, dt= 0.05 hrs Starting Elev= 946.50' Surf.Area= 0.059 ac Storage= 0.099 af Peak Elev= 948.63' @ 12.20 hrs Surf.Area= 0.059 ac Storage= 0.182 af (0.082 af above start) Plug-Flow detention time= 79.6 min calculated for 1.020 af (91% of inflow) Center-of-Mass det. time= 5.5 min ( 741.7 - 736.1 ) Volume Invert Avail.Storage Storage Description 1A 943.00' 0.000 af 35.00'W x 74.00'L x 7.00'H Field A 0.416 af Overall - 0.199 af Embedded = 0.218 af x 0.0% Voids 2A 943.50' 0.199 af CMP Round 72 x 12 Inside #1 Effective Size= 72.0"W x 72.0"H => 28.27 sf x 20.00'L = 565.5 cf Overall Size= 72.0"W x 72.0"H x 20.00'L 12 Chambers in 4 Rows 33.00' Header x 28.27 sf x 2 = 1,866.1 cf Inside 3 949.50' 0.001 af 2.50'D x 3.00'H Vertical Cone/Cylinder x 2 4 946.50' 0.001 af 12.0" Round Pipe Storage x 2 L= 20.0' S= 0.0010 '/' 0.200 af Total Available Storage Storage Group A created with Chamber Wizard Device Routing Invert Outlet Devices 1 Primary 946.00'21.0" Round Culvert L= 17.0' Ke= 0.500 Inlet / Outlet Invert= 946.00' / 945.49' S= 0.0300 '/' Cc= 0.900 n= 0.013, Flow Area= 2.41 sf 2 Device 1 946.50'4.0' long Sharp-Crested Rectangular Weir 2 End Contraction(s) Primary OutFlow Max=15.34 cfs @ 12.20 hrs HW=948.63' TW=945.76' (Dynamic Tailwater) 1=Culvert (Inlet Controls 15.34 cfs @ 6.38 fps) 2=Sharp-Crested Rectangular Weir (Passes 15.34 cfs of 36.32 cfs potential flow) 517763 MSE 24-hr 3 100-Year Rainfall=7.41", AMC=321602 - PROPOSED-skimmer Printed 1/11/2023PreparedbyLoucks & Associates Page128HydroCAD® 10.20-2d s/n 02676 © 2021 HydroCAD Software Solutions LLC Stage-Area-Storage for Pond TANK: Elevation feet) Storage acre-feet) 943.00 0.000 943.10 0.000 943.20 0.000 943.30 0.000 943.40 0.000 943.50 0.000 943.60 0.001 943.70 0.002 943.80 0.004 943.90 0.006 944.00 0.008 944.10 0.010 944.20 0.013 944.30 0.016 944.40 0.019 944.50 0.022 944.60 0.025 944.70 0.028 944.80 0.032 944.90 0.035 945.00 0.039 945.10 0.043 945.20 0.046 945.30 0.050 945.40 0.054 945.50 0.058 945.60 0.062 945.70 0.066 945.80 0.070 945.90 0.074 946.00 0.078 946.10 0.083 946.20 0.087 946.30 0.091 946.40 0.095 946.50 0.099 946.60 0.104 946.70 0.108 946.80 0.112 946.90 0.116 947.00 0.121 947.10 0.125 947.20 0.129 947.30 0.133 947.40 0.137 947.50 0.141 947.60 0.145 947.70 0.149 947.80 0.153 947.90 0.157 948.00 0.161 948.10 0.164 Elevation feet) Storage acre-feet) 948.20 0.168 948.30 0.171 948.40 0.174 948.50 0.178 948.60 0.181 948.70 0.184 948.80 0.186 948.90 0.189 949.00 0.191 949.10 0.194 949.20 0.196 949.30 0.197 949.40 0.199 949.50 0.199 949.60 0.199 949.70 0.199 949.80 0.199 949.90 0.199 950.00 0.199 950.10 0.199 950.20 0.200 950.30 0.200 950.40 0.200 950.50 0.200 950.60 0.200 950.70 0.200 950.80 0.200 950.90 0.200 951.00 0.200 951.10 0.200 951.20 0.200 951.30 0.200 951.40 0.200 951.50 0.200 951.60 0.200 951.70 0.200 951.80 0.200 951.90 0.200 952.00 0.200 952.10 0.200 952.20 0.200 952.30 0.200 952.40 0.200 952.50 0.200 518764 MSE 24-hr 3 100-Year Rainfall=7.41", AMC=321602 - PROPOSED-skimmer Printed 1/11/2023PreparedbyLoucks & Associates Page129HydroCAD® 10.20-2d s/n 02676 © 2021 HydroCAD Software Solutions LLC Summary for Pond WET1: (new Pond) Inflow Area = 45.044 ac, 9.38% Impervious, Inflow Depth = 6.56" for 100-Year event Inflow = 131.87 cfs @ 12.32 hrs, Volume= 24.636 af Outflow = 93.83 cfs @ 12.58 hrs, Volume= 24.636 af, Atten= 29%, Lag= 15.5 min Discarded = 0.10 cfs @ 12.59 hrs, Volume= 0.114 af Primary = 93.73 cfs @ 12.58 hrs, Volume= 24.522 af Routed to Pond Ditch : (new Pond) Routing by Dyn-Stor-Ind method, Time Span= 0.00-300.00 hrs, dt= 0.05 hrs Peak Elev= 955.60' @ 12.59 hrs Surf.Area= 73,832 sf Storage= 99,681 cf Plug-Flow detention time= 20.2 min calculated for 24.632 af (100% of inflow) Center-of-Mass det. time= 20.4 min ( 849.5 - 829.2 ) Volume Invert Avail.Storage Storage Description 1 952.75' 225,648 cf Custom Stage Data (Prismatic) Listed below (Recalc) Elevation Surf.Area Inc.Store Cum.Store feet) (sq-ft) (cubic-feet) (cubic-feet) 952.75 20 0 0 953.00 3,000 378 378 954.00 28,905 15,953 16,330 955.00 58,240 43,573 59,903 956.00 84,125 71,183 131,085 957.00 105,000 94,563 225,648 Device Routing Invert Outlet Devices 1 Discarded 952.75'0.060 in/hr Exfiltration over Surface area 2 Primary 953.18'10.0' long x 10.0' breadth Broad-Crested Rectangular Weir Head (feet) 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60 Coef. (English) 2.49 2.56 2.70 2.69 2.68 2.69 2.67 2.64 Discarded OutFlow Max=0.10 cfs @ 12.59 hrs HW=955.60' (Free Discharge) 1=Exfiltration (Exfiltration Controls 0.10 cfs) Primary OutFlow Max=93.65 cfs @ 12.58 hrs HW=955.60' TW=953.85' (Dynamic Tailwater) 2=Broad-Crested Rectangular Weir (Weir Controls 93.65 cfs @ 3.87 fps) 519765 MSE 24-hr 3 100-Year Rainfall=7.41", AMC=321602 - PROPOSED-skimmer Printed 1/11/2023PreparedbyLoucks & Associates Page130HydroCAD® 10.20-2d s/n 02676 © 2021 HydroCAD Software Solutions LLC Stage-Area-Storage for Pond WET1: (new Pond) Elevation feet) Surface sq-ft) Storage cubic-feet) 952.75 20 0 952.80 616 16 952.85 1,212 62 952.90 1,808 137 952.95 2,404 242 953.00 3,000 378 953.05 4,295 560 953.10 5,591 807 953.15 6,886 1,119 953.20 8,181 1,496 953.25 9,476 1,937 953.30 10,771 2,443 953.35 12,067 3,014 953.40 13,362 3,650 953.45 14,657 4,350 953.50 15,953 5,116 953.55 17,248 5,946 953.60 18,543 6,840 953.65 19,838 7,800 953.70 21,134 8,824 953.75 22,429 9,913 953.80 23,724 11,067 953.85 25,019 12,286 953.90 26,314 13,569 953.95 27,610 14,917 954.00 28,905 16,330 954.05 30,372 17,812 954.10 31,839 19,367 954.15 33,305 20,996 954.20 34,772 22,698 954.25 36,239 24,473 954.30 37,705 26,322 954.35 39,172 28,244 954.40 40,639 30,239 954.45 42,106 32,307 954.50 43,573 34,449 954.55 45,039 36,665 954.60 46,506 38,953 954.65 47,973 41,315 954.70 49,440 43,751 954.75 50,906 46,259 954.80 52,373 48,841 954.85 53,840 51,497 954.90 55,306 54,225 954.95 56,773 57,027 955.00 58,240 59,903 955.05 59,534 62,847 955.10 60,829 65,856 955.15 62,123 68,930 955.20 63,417 72,068 955.25 64,711 75,271 955.30 66,005 78,539 Elevation feet) Surface sq-ft) Storage cubic-feet) 955.35 67,300 81,872 955.40 68,594 85,269 955.45 69,888 88,731 955.50 71,183 92,258 955.55 72,477 95,850 955.60 73,771 99,506 955.65 75,065 103,227 955.70 76,360 107,012 955.75 77,654 110,863 955.80 78,948 114,778 955.85 80,242 118,757 955.90 81,536 122,802 955.95 82,831 126,911 956.00 84,125 131,085 956.05 85,169 135,317 956.10 86,213 139,602 956.15 87,256 143,939 956.20 88,300 148,328 956.25 89,344 152,769 956.30 90,387 157,262 956.35 91,431 161,807 956.40 92,475 166,405 956.45 93,519 171,055 956.50 94,563 175,757 956.55 95,606 180,511 956.60 96,650 185,318 956.65 97,694 190,176 956.70 98,738 195,087 956.75 99,781 200,050 956.80 100,825 205,065 956.85 101,869 210,132 956.90 102,912 215,252 956.95 103,956 220,424 957.00 105,000 225,648 520766 MSE 24-hr 3 100-Year Rainfall=7.41", AMC=321602 - PROPOSED-skimmer Printed 1/11/2023PreparedbyLoucks & Associates Page131HydroCAD® 10.20-2d s/n 02676 © 2021 HydroCAD Software Solutions LLC Summary for Pond WET1-void: Volume Invert Avail.Storage Storage Description 1 952.75' 144,190 cf Custom Stage Data (Prismatic) Listed below (Recalc) Elevation Surf.Area Inc.Store Cum.Store feet) (sq-ft) (cubic-feet) (cubic-feet) 952.75 20 0 0 953.00 3,700 465 465 954.00 32,300 18,000 18,465 955.00 63,800 48,050 66,515 956.00 91,550 77,675 144,190 Device Routing Invert Outlet Devices 1 Discarded 952.75'0.060 in/hr Exfiltration over Surface area 2 Primary 946.68'42.0" Round RCP_Round 42" L= 500.0' Ke= 0.500 Inlet / Outlet Invert= 946.68' / 944.18' S= 0.0050 '/' Cc= 0.900 n= 0.013, Flow Area= 9.62 sf 3 Device 2 953.18'8.7' long Sharp-Crested Vee/Trap Weir Cv= 2.62 (C= 3.28) Discarded OutFlow Max=0.00 cfs @ 0.00 hrs HW=0.00' (Free Discharge) 1=Exfiltration ( Controls 0.00 cfs) Primary OutFlow Max=0.00 cfs @ 0.00 hrs HW=0.00' (Free Discharge) 2=RCP_Round 42" ( Controls 0.00 cfs) 3=Sharp-Crested Vee/Trap Weir ( Controls 0.00 cfs) 521767 MSE 24-hr 3 100-Year Rainfall=7.41", AMC=321602 - PROPOSED-skimmer Printed 1/11/2023PreparedbyLoucks & Associates Page132HydroCAD® 10.20-2d s/n 02676 © 2021 HydroCAD Software Solutions LLC Stage-Area-Storage for Pond WET1-void: Elevation feet) Surface sq-ft) Storage cubic-feet) 952.75 20 0 952.80 756 19 952.85 1,492 76 952.90 2,228 169 952.95 2,964 298 953.00 3,700 465 953.05 5,130 686 953.10 6,560 978 953.15 7,990 1,342 953.20 9,420 1,777 953.25 10,850 2,284 953.30 12,280 2,862 953.35 13,710 3,512 953.40 15,140 4,233 953.45 16,570 5,026 953.50 18,000 5,890 953.55 19,430 6,826 953.60 20,860 7,833 953.65 22,290 8,912 953.70 23,720 10,062 953.75 25,150 11,284 953.80 26,580 12,577 953.85 28,010 13,942 953.90 29,440 15,378 953.95 30,870 16,886 954.00 32,300 18,465 954.05 33,875 20,119 954.10 35,450 21,853 954.15 37,025 23,664 954.20 38,600 25,555 954.25 40,175 27,524 954.30 41,750 29,572 954.35 43,325 31,699 954.40 44,900 33,905 954.45 46,475 36,189 954.50 48,050 38,553 954.55 49,625 40,994 954.60 51,200 43,515 954.65 52,775 46,114 954.70 54,350 48,793 954.75 55,925 51,549 954.80 57,500 54,385 954.85 59,075 57,299 954.90 60,650 60,292 954.95 62,225 63,364 955.00 63,800 66,515 955.05 65,187 69,740 955.10 66,575 73,034 955.15 67,962 76,397 955.20 69,350 79,830 955.25 70,738 83,332 955.30 72,125 86,904 Elevation feet) Surface sq-ft) Storage cubic-feet) 955.35 73,513 90,545 955.40 74,900 94,255 955.45 76,288 98,035 955.50 77,675 101,884 955.55 79,062 105,802 955.60 80,450 109,790 955.65 81,837 113,847 955.70 83,225 117,974 955.75 84,613 122,170 955.80 86,000 126,435 955.85 87,388 130,770 955.90 88,775 135,174 955.95 90,163 139,647 956.00 91,550 144,190 522768 Table ofContents21602 - PROPOSED-skimmer Printed 1/11/2023PreparedbyLoucks & Associates HydroCAD® 10.20-2d s/n 02676 © 2021 HydroCAD Software Solutions LLC TABLE OF CONTENTS Project Reports 1 Routing Diagram 2 Rainfall Events Listing (selected events) 3 Area Listing (all nodes) 2-Year Event 4 Subcat 500: (new Subcat) 5 Subcat 501: 6 Subcat BLDG: 7 Subcat COULTER: 8 Subcat CR-N: 9 Subcat CR-S: 10 Subcat D-NORTH: 11 Subcat D-SOUTH: 12 Subcat DO-NO: 13 Subcat N-SITE: 14 Subcat N100: 15 Subcat O-CRK: 16 Subcat O-DTCH: 17 Subcat S-C: 18 Subcat S-SITE: 19 Subcat W1: 20 Subcat W100: 21 Subcat W110: 22 Subcat W1D: 23 Subcat W2M: 24 Reach COULT BLVD: 25 Reach CR: 26 Reach CR-NORTH: 27 Reach CR-SOUTH: 28 Reach SITE: 29 Pond Ditch: (new Pond) 31 Pond N-POND: 34 Pond North: 36 Pond P5: 38 Pond S-POND: 41 Pond TANK: 43 Pond WET1: (new Pond) 45 Pond WET1-void: 10-Year Event 47 Subcat 500: (new Subcat) 48 Subcat 501: 49 Subcat BLDG: 50 Subcat COULTER: 51 Subcat CR-N: 523769 Table ofContents21602 - PROPOSED-skimmer Printed 1/11/2023PreparedbyLoucks & Associates HydroCAD® 10.20-2d s/n 02676 © 2021 HydroCAD Software Solutions LLC 52 Subcat CR-S: 53 Subcat D-NORTH: 54 Subcat D-SOUTH: 55 Subcat DO-NO: 56 Subcat N-SITE: 57 Subcat N100: 58 Subcat O-CRK: 59 Subcat O-DTCH: 60 Subcat S-C: 61 Subcat S-SITE: 62 Subcat W1: 63 Subcat W100: 64 Subcat W110: 65 Subcat W1D: 66 Subcat W2M: 67 Reach COULT BLVD: 68 Reach CR: 69 Reach CR-NORTH: 70 Reach CR-SOUTH: 71 Reach SITE: 72 Pond Ditch: (new Pond) 74 Pond N-POND: 77 Pond North: 79 Pond P5: 81 Pond S-POND: 84 Pond TANK: 86 Pond WET1: (new Pond) 88 Pond WET1-void: 100-Year Event 90 Subcat 500: (new Subcat) 91 Subcat 501: 92 Subcat BLDG: 93 Subcat COULTER: 94 Subcat CR-N: 95 Subcat CR-S: 96 Subcat D-NORTH: 97 Subcat D-SOUTH: 98 Subcat DO-NO: 99 Subcat N-SITE: 100 Subcat N100: 101 Subcat O-CRK: 102 Subcat O-DTCH: 103 Subcat S-C: 104 Subcat S-SITE: 105 Subcat W1: 106 Subcat W100: 107 Subcat W110: 524770 Table ofContents21602 - PROPOSED-skimmer Printed 1/11/2023PreparedbyLoucks & Associates HydroCAD® 10.20-2d s/n 02676 © 2021 HydroCAD Software Solutions LLC 108 Subcat W1D: 109 Subcat W2M: 110 Reach COULT BLVD: 111 Reach CR: 112 Reach CR-NORTH: 113 Reach CR-SOUTH: 114 Reach SITE: 115 Pond Ditch: (new Pond) 117 Pond N-POND: 120 Pond North: 122 Pond P5: 124 Pond S-POND: 127 Pond TANK: 129 Pond WET1: (new Pond) 131 Pond WET1-void: 525771 500 new Subcat) 501 BLDG COULTER CR-N CR-S D-NORTH D-SOUTH DO-NO N-SITE N100 O-CRK O-DTCH S-C S-SITE W1 W100 W110 W1D W2M COULT BLVD CR CR-NORTH CR-SOUTH SITE Ditch new Pond) N-POND North P5 S-POND TANK WET1 new Pond) WET1-void Routing Diagram for 21602 - PROPOSED-skimmer-Snow Prepared by Loucks & Associates, Printed 1/11/2023 HydroCAD® 10.20-2d s/n 02676 © 2021 HydroCAD Software Solutions LLC Subcat Reach Pond Link 526772 21602 - PROPOSED-skimmer-Snow Printed 1/11/2023PreparedbyLoucks & Associates Page2HydroCAD® 10.20-2d s/n 02676 © 2021 HydroCAD Software Solutions LLC Rainfall Events Listing (selected events) Event# Event Name Storm Type Curve Mode Duration hours) B/B Depth inches) AMC 1 Snow Snowmelt_10d_100yr Default 240.00 1 7.20 4 527773 21602 - PROPOSED-skimmer-Snow Printed 1/11/2023PreparedbyLoucks & Associates Page3HydroCAD® 10.20-2d s/n 02676 © 2021 HydroCAD Software Solutions LLC Area Listing (all nodes) Area acres) CN Description subcatchment-numbers) 4.265 100 (500, 501, COULTER, CR-S, N100, W100, W2M) 11.244 100 >75% Grass cover, Good, HSG D (500, 501, D-NORTH, D-SOUTH, N-SITE, N100, S-SITE, W1, W1D) 0.420 100 Disturbed Landscape (D-NORTH, S-SITE) 18.898 100 Meadow, non-grazed, HSG D (500, 501, CR-N, CR-S, W1, W100, W1D) 1.543 100 Pasture/grassland/range, Good, HSG D (DO-NO, S-C, W2M) 9.356 100 Paved parking, HSG D (BLDG, N-SITE, S-SITE) 14.500 100 Row crops, straight row, Good, HSG D (N100) 0.049 100 Unconnected pavement, HSG D (D-NORTH, N-SITE, W1) 0.300 100 Water Surface, 0% imp, HSG D (500) 7.862 100 Woods/grass comb., Good, HSG D (COULTER, CR-N, CR-S, N100, O-CRK, O-DTCH, W1, W110, W1D) 0.230 100 disturbed landscape (CR-N, N-SITE) 0.014 100 diturbed landscape (COULTER) 68.681 100 TOTAL AREA 528774 Snowmelt_10d_100yr Snow Rainfall=7.20", AMC=421602 - PROPOSED-skimmer-Snow Printed 1/11/2023PreparedbyLoucks & Associates Page4HydroCAD® 10.20-2d s/n 02676 © 2021 HydroCAD Software Solutions LLC Summary for Subcatchment 500: (new Subcat) Runoff = 0.83 cfs @ 121.46 hrs, Volume= 2.622 af, Depth= 7.20" Routed to Pond P5 : Runoff by SCS TR-20 method, UH=SCS, Split Pervious/Imperv., Time Span= 0.00-300.00 hrs, dt= 0.05 hrs Snowmelt_10d_100yr Snow Rainfall=7.20", AMC=4 Area (ac) CN Description 2.123 100 0.758 100 >75% Grass cover, Good, HSG D 0.300 100 Water Surface, 0% imp, HSG D 1.189 100 Meadow, non-grazed, HSG D 4.370 100 Weighted Average 0.300 100 6.86% Pervious Area 4.070 100 93.14% Impervious Area Tc Length Slope Velocity Capacity Description min) (feet) (ft/ft) (ft/sec) (cfs) 1.7 15 0.3000 0.14 Sheet Flow, Grass: Bermuda n= 0.410 P2= 2.84" 22.9 85 0.0150 0.06 Sheet Flow, Grass: Bermuda n= 0.410 P2= 2.84" 0.4 70 0.0300 2.60 Shallow Concentrated Flow, Grassed Waterway Kv= 15.0 fps 0.3 98 0.0120 4.97 3.90 Pipe Channel, 12.0" Round Area= 0.8 sf Perim= 3.1' r= 0.25' n= 0.013 25.3 268 Total 529775 Snowmelt_10d_100yr Snow Rainfall=7.20", AMC=421602 - PROPOSED-skimmer-Snow Printed 1/11/2023PreparedbyLoucks & Associates Page5HydroCAD® 10.20-2d s/n 02676 © 2021 HydroCAD Software Solutions LLC Summary for Subcatchment 501: Runoff = 0.43 cfs @ 121.64 hrs, Volume= 1.366 af, Depth= 7.20" Routed to Pond P5 : Runoff by SCS TR-20 method, UH=SCS, Split Pervious/Imperv., Time Span= 0.00-300.00 hrs, dt= 0.05 hrs Snowmelt_10d_100yr Snow Rainfall=7.20", AMC=4 Area (ac) CN Description 0.389 100 1.787 100 Meadow, non-grazed, HSG D 0.100 100 >75% Grass cover, Good, HSG D 2.276 100 Weighted Average 2.276 100 100.00% Impervious Area Tc Length Slope Velocity Capacity Description min) (feet) (ft/ft) (ft/sec) (cfs) 30.7 100 0.0100 0.05 Sheet Flow, Grass: Bermuda n= 0.410 P2= 2.84" 9.1 815 0.0100 1.50 Shallow Concentrated Flow, Grassed Waterway Kv= 15.0 fps 39.8 915 Total 530776 Snowmelt_10d_100yr Snow Rainfall=7.20", AMC=421602 - PROPOSED-skimmer-Snow Printed 1/11/2023PreparedbyLoucks & Associates Page6HydroCAD® 10.20-2d s/n 02676 © 2021 HydroCAD Software Solutions LLC Summary for Subcatchment BLDG: Runoff = 0.35 cfs @ 121.27 hrs, Volume= 1.105 af, Depth= 7.20" Routed to Pond TANK : Runoff by SCS TR-20 method, UH=SCS, Split Pervious/Imperv., Time Span= 0.00-300.00 hrs, dt= 0.05 hrs Snowmelt_10d_100yr Snow Rainfall=7.20", AMC=4 Area (ac) CN Description 0.000 100 >75% Grass cover, Good, HSG D 1.842 100 Paved parking, HSG D 1.842 100 Weighted Average 1.842 100 100.00% Impervious Area Tc Length Slope Velocity Capacity Description min) (feet) (ft/ft) (ft/sec) (cfs) 8.0 Direct Entry, 531777 Snowmelt_10d_100yr Snow Rainfall=7.20", AMC=421602 - PROPOSED-skimmer-Snow Printed 1/11/2023PreparedbyLoucks & Associates Page7HydroCAD® 10.20-2d s/n 02676 © 2021 HydroCAD Software Solutions LLC Summary for Subcatchment COULTER: Runoff = 0.08 cfs @ 121.30 hrs, Volume= 0.240 af, Depth= 7.20" Routed to Reach COULT BLVD : Runoff by SCS TR-20 method, UH=SCS, Split Pervious/Imperv., Time Span= 0.00-300.00 hrs, dt= 0.05 hrs Snowmelt_10d_100yr Snow Rainfall=7.20", AMC=4 Area (ac) CN Description 0.006 100 0.000 100 Legumes, straight row, Good, HSG D 0.380 100 Woods/grass comb., Good, HSG D 0.014 100 diturbed landscape 0.400 100 Weighted Average 0.400 100 100.00% Impervious Area Tc Length Slope Velocity Capacity Description min) (feet) (ft/ft) (ft/sec) (cfs) 8.0 100 0.0500 0.21 Sheet Flow, Cultivated: Residue>20% n= 0.170 P2= 2.84" 0.8 100 0.0500 2.01 Shallow Concentrated Flow, Cultivated Straight Rows Kv= 9.0 fps 1.5 150 0.0350 1.68 Shallow Concentrated Flow, Cultivated Straight Rows Kv= 9.0 fps 10.3 350 Total 532778 Snowmelt_10d_100yr Snow Rainfall=7.20", AMC=421602 - PROPOSED-skimmer-Snow Printed 1/11/2023PreparedbyLoucks & Associates Page8HydroCAD® 10.20-2d s/n 02676 © 2021 HydroCAD Software Solutions LLC Summary for Subcatchment CR-N: Runoff = 0.46 cfs @ 121.31 hrs, Volume= 1.457 af, Depth= 7.20" Routed to Reach CR-NORTH : Runoff by SCS TR-20 method, UH=SCS, Split Pervious/Imperv., Time Span= 0.00-300.00 hrs, dt= 0.05 hrs Snowmelt_10d_100yr Snow Rainfall=7.20", AMC=4 Area (ac) CN Description 0.000 100 >75% Grass cover, Good, HSG D 0.200 100 Woods/grass comb., Good, HSG D 2.128 100 Meadow, non-grazed, HSG D 0.000 100 0.100 100 disturbed landscape 2.428 100 Weighted Average 2.428 100 100.00% Impervious Area Tc Length Slope Velocity Capacity Description min) (feet) (ft/ft) (ft/sec) (cfs) 9.6 52 0.0500 0.09 Sheet Flow, GEN Grass: Bermuda n= 0.410 P2= 2.84" 1.6 160 0.0550 1.64 Shallow Concentrated Flow, Short Grass Pasture Kv= 7.0 fps 0.2 40 0.3000 3.83 Shallow Concentrated Flow, Short Grass Pasture Kv= 7.0 fps 11.4 252 Total 533779 Snowmelt_10d_100yr Snow Rainfall=7.20", AMC=421602 - PROPOSED-skimmer-Snow Printed 1/11/2023PreparedbyLoucks & Associates Page9HydroCAD® 10.20-2d s/n 02676 © 2021 HydroCAD Software Solutions LLC Summary for Subcatchment CR-S: Runoff = 0.33 cfs @ 121.31 hrs, Volume= 1.036 af, Depth= 7.20" Routed to Reach CR-SOUTH : Runoff by SCS TR-20 method, UH=SCS, Split Pervious/Imperv., Time Span= 0.00-300.00 hrs, dt= 0.05 hrs Snowmelt_10d_100yr Snow Rainfall=7.20", AMC=4 Area (ac) CN Description 0.000 100 >75% Grass cover, Good, HSG D 0.200 100 Woods/grass comb., Good, HSG D 1.477 100 Meadow, non-grazed, HSG D 0.050 100 0.000 100 disturbed landscape 1.727 100 Weighted Average 1.727 100 100.00% Impervious Area Tc Length Slope Velocity Capacity Description min) (feet) (ft/ft) (ft/sec) (cfs) 9.6 52 0.0500 0.09 Sheet Flow, GEN Grass: Bermuda n= 0.410 P2= 2.84" 1.6 160 0.0550 1.64 Shallow Concentrated Flow, Short Grass Pasture Kv= 7.0 fps 0.2 40 0.3000 3.83 Shallow Concentrated Flow, Short Grass Pasture Kv= 7.0 fps 11.4 252 Total 534780 Snowmelt_10d_100yr Snow Rainfall=7.20", AMC=421602 - PROPOSED-skimmer-Snow Printed 1/11/2023PreparedbyLoucks & Associates Page10HydroCAD® 10.20-2d s/n 02676 © 2021 HydroCAD Software Solutions LLC Summary for Subcatchment D-NORTH: Runoff = 0.37 cfs @ 121.24 hrs, Volume= 1.165 af, Depth= 7.20" Routed to Pond N-POND : Runoff by SCS TR-20 method, UH=SCS, Split Pervious/Imperv., Time Span= 0.00-300.00 hrs, dt= 0.05 hrs Snowmelt_10d_100yr Snow Rainfall=7.20", AMC=4 Area (ac) CN Description 1.759 100 >75% Grass cover, Good, HSG D 0.000 100 Paved parking, HSG D 0.170 100 Disturbed Landscape 0.013 100 Unconnected pavement, HSG D 1.942 100 Weighted Average 1.942 100 100.00% Impervious Area Tc Length Slope Velocity Capacity Description min) (feet) (ft/ft) (ft/sec) (cfs) 3.9 50 0.1500 0.21 Sheet Flow, Grass: Dense n= 0.240 P2= 2.84" 0.7 135 0.0500 3.35 Shallow Concentrated Flow, Grassed Waterway Kv= 15.0 fps 0.3 115 0.1500 5.81 Shallow Concentrated Flow, Grassed Waterway Kv= 15.0 fps 4.9 300 Total 535781 Snowmelt_10d_100yr Snow Rainfall=7.20", AMC=421602 - PROPOSED-skimmer-Snow Printed 1/11/2023PreparedbyLoucks & Associates Page11HydroCAD® 10.20-2d s/n 02676 © 2021 HydroCAD Software Solutions LLC Summary for Subcatchment D-SOUTH: Runoff = 0.29 cfs @ 121.29 hrs, Volume= 0.918 af, Depth= 7.20" Routed to Pond S-POND : Runoff by SCS TR-20 method, UH=SCS, Split Pervious/Imperv., Time Span= 0.00-300.00 hrs, dt= 0.05 hrs Snowmelt_10d_100yr Snow Rainfall=7.20", AMC=4 Area (ac) CN Description 1.530 100 >75% Grass cover, Good, HSG D 0.000 100 Paved parking, HSG D 0.000 100 disturbed landscape 1.530 100 Weighted Average 1.530 100 100.00% Impervious Area Tc Length Slope Velocity Capacity Description min) (feet) (ft/ft) (ft/sec) (cfs) 9.2 85 0.0500 0.15 Sheet Flow, Grass: Dense n= 0.240 P2= 2.84" 0.2 55 0.1200 5.20 Shallow Concentrated Flow, Grassed Waterway Kv= 15.0 fps 9.4 140 Total 536782 Snowmelt_10d_100yr Snow Rainfall=7.20", AMC=421602 - PROPOSED-skimmer-Snow Printed 1/11/2023PreparedbyLoucks & Associates Page12HydroCAD® 10.20-2d s/n 02676 © 2021 HydroCAD Software Solutions LLC Summary for Subcatchment DO-NO: Runoff = 0.02 cfs @ 121.39 hrs, Volume= 0.050 af, Depth= 7.20" Routed to Pond N-POND : Runoff by SCS TR-20 method, UH=SCS, Split Pervious/Imperv., Time Span= 0.00-300.00 hrs, dt= 0.05 hrs Snowmelt_10d_100yr Snow Rainfall=7.20", AMC=4 Area (ac) CN Description 0.084 100 Pasture/grassland/range, Good, HSG D 0.084 100 100.00% Impervious Area Tc Length Slope Velocity Capacity Description min) (feet) (ft/ft) (ft/sec) (cfs) 17.6 100 0.0400 0.09 Sheet Flow, Grass: Bermuda n= 0.410 P2= 2.84" 0.5 55 0.0830 2.02 Shallow Concentrated Flow, Short Grass Pasture Kv= 7.0 fps 0.4 70 0.2000 3.13 Shallow Concentrated Flow, Short Grass Pasture Kv= 7.0 fps 18.5 225 Total 537783 Snowmelt_10d_100yr Snow Rainfall=7.20", AMC=421602 - PROPOSED-skimmer-Snow Printed 1/11/2023PreparedbyLoucks & Associates Page13HydroCAD® 10.20-2d s/n 02676 © 2021 HydroCAD Software Solutions LLC Summary for Subcatchment N-SITE: Runoff = 1.06 cfs @ 121.43 hrs, Volume= 3.335 af, Depth= 7.20" Routed to Pond N-POND : Runoff by SCS TR-20 method, UH=SCS, Split Pervious/Imperv., Time Span= 0.00-300.00 hrs, dt= 0.05 hrs Snowmelt_10d_100yr Snow Rainfall=7.20", AMC=4 Area (ac) CN Description 1.440 100 >75% Grass cover, Good, HSG D 3.969 100 Paved parking, HSG D 0.130 100 disturbed landscape 0.019 100 Unconnected pavement, HSG D 5.558 100 Weighted Average 5.558 100 100.00% Impervious Area Tc Length Slope Velocity Capacity Description min) (feet) (ft/ft) (ft/sec) (cfs) 15.8 100 0.0180 0.11 Sheet Flow, Grass: Dense n= 0.240 P2= 2.84" 1.2 200 0.0200 2.87 Shallow Concentrated Flow, Paved Kv= 20.3 fps 5.1 1,145 0.0050 3.72 4.57 Pipe Channel, 15.0" Round Area= 1.2 sf Perim= 3.9' r= 0.31' n= 0.013 22.1 1,445 Total 538784 Snowmelt_10d_100yr Snow Rainfall=7.20", AMC=421602 - PROPOSED-skimmer-Snow Printed 1/11/2023PreparedbyLoucks & Associates Page14HydroCAD® 10.20-2d s/n 02676 © 2021 HydroCAD Software Solutions LLC Summary for Subcatchment N100: Runoff = 4.44 cfs @ 121.48 hrs, Volume= 14.021 af, Depth= 7.20" Routed to Pond North : Runoff by SCS TR-20 method, UH=SCS, Split Pervious/Imperv., Time Span= 0.00-300.00 hrs, dt= 0.05 hrs Snowmelt_10d_100yr Snow Rainfall=7.20", AMC=4 Area (ac) CN Description 0.107 100 14.500 100 Row crops, straight row, Good, HSG D 4.600 100 >75% Grass cover, Good, HSG D 4.161 100 Woods/grass comb., Good, HSG D 23.368 100 Weighted Average 23.368 100 100.00% Impervious Area Tc Length Slope Velocity Capacity Description min) (feet) (ft/ft) (ft/sec) (cfs) 15.2 100 0.0100 0.11 Sheet Flow, Cultivated: Residue>20% n= 0.170 P2= 2.84" 11.6 1,200 0.0370 1.73 Shallow Concentrated Flow, Cultivated Straight Rows Kv= 9.0 fps 26.8 1,300 Total 539785 Snowmelt_10d_100yr Snow Rainfall=7.20", AMC=421602 - PROPOSED-skimmer-Snow Printed 1/11/2023PreparedbyLoucks & Associates Page15HydroCAD® 10.20-2d s/n 02676 © 2021 HydroCAD Software Solutions LLC Summary for Subcatchment O-CRK: Runoff = 0.18 cfs @ 121.36 hrs, Volume= 0.568 af, Depth= 7.20" Routed to Pond N-POND : Runoff by SCS TR-20 method, UH=SCS, Split Pervious/Imperv., Time Span= 0.00-300.00 hrs, dt= 0.05 hrs Snowmelt_10d_100yr Snow Rainfall=7.20", AMC=4 Area (ac) CN Description 0.946 100 Woods/grass comb., Good, HSG D 0.946 100 100.00% Impervious Area Tc Length Slope Velocity Capacity Description min) (feet) (ft/ft) (ft/sec) (cfs) 14.7 100 0.0600 0.11 Sheet Flow, Woods: Light underbrush n= 0.400 P2= 2.84" 1.4 100 0.0600 1.22 Shallow Concentrated Flow, Woodland Kv= 5.0 fps 16.1 200 Total 540786 Snowmelt_10d_100yr Snow Rainfall=7.20", AMC=421602 - PROPOSED-skimmer-Snow Printed 1/11/2023PreparedbyLoucks & Associates Page16HydroCAD® 10.20-2d s/n 02676 © 2021 HydroCAD Software Solutions LLC Summary for Subcatchment O-DTCH: Runoff = 0.11 cfs @ 121.40 hrs, Volume= 0.353 af, Depth= 7.20" Routed to Pond N-POND : Runoff by SCS TR-20 method, UH=SCS, Split Pervious/Imperv., Time Span= 0.00-300.00 hrs, dt= 0.05 hrs Snowmelt_10d_100yr Snow Rainfall=7.20", AMC=4 Area (ac) CN Description 0.589 100 Woods/grass comb., Good, HSG D 0.000 100 0.589 100 Weighted Average 0.589 100 100.00% Impervious Area Tc Length Slope Velocity Capacity Description min) (feet) (ft/ft) (ft/sec) (cfs) 16.1 100 0.0500 0.10 Sheet Flow, Grass: Bermuda n= 0.410 P2= 2.84" 2.2 400 0.0400 3.00 Shallow Concentrated Flow, Grassed Waterway Kv= 15.0 fps 1.6 150 0.0300 1.56 Shallow Concentrated Flow, Cultivated Straight Rows Kv= 9.0 fps 19.9 650 Total 541787 Snowmelt_10d_100yr Snow Rainfall=7.20", AMC=421602 - PROPOSED-skimmer-Snow Printed 1/11/2023PreparedbyLoucks & Associates Page17HydroCAD® 10.20-2d s/n 02676 © 2021 HydroCAD Software Solutions LLC Summary for Subcatchment S-C: Runoff = 0.11 cfs @ 121.40 hrs, Volume= 0.335 af, Depth= 7.20" Routed to Reach CR-NORTH : Runoff by SCS TR-20 method, UH=SCS, Split Pervious/Imperv., Time Span= 0.00-300.00 hrs, dt= 0.05 hrs Snowmelt_10d_100yr Snow Rainfall=7.20", AMC=4 Area (ac) CN Description 0.559 100 Pasture/grassland/range, Good, HSG D 0.559 100 100.00% Impervious Area Tc Length Slope Velocity Capacity Description min) (feet) (ft/ft) (ft/sec) (cfs) 15.0 100 0.0600 0.11 Sheet Flow, Grass: Bermuda n= 0.410 P2= 2.84" 1.9 200 0.0600 1.71 Shallow Concentrated Flow, Short Grass Pasture Kv= 7.0 fps 2.5 200 0.0350 1.31 Shallow Concentrated Flow, Short Grass Pasture Kv= 7.0 fps 19.4 500 Total 542788 Snowmelt_10d_100yr Snow Rainfall=7.20", AMC=421602 - PROPOSED-skimmer-Snow Printed 1/11/2023PreparedbyLoucks & Associates Page18HydroCAD® 10.20-2d s/n 02676 © 2021 HydroCAD Software Solutions LLC Summary for Subcatchment S-SITE: Runoff = 0.78 cfs @ 121.33 hrs, Volume= 2.453 af, Depth= 7.20" Routed to Pond S-POND : Runoff by SCS TR-20 method, UH=SCS, Split Pervious/Imperv., Time Span= 0.00-300.00 hrs, dt= 0.05 hrs Snowmelt_10d_100yr Snow Rainfall=7.20", AMC=4 Area (ac) CN Description 0.294 100 >75% Grass cover, Good, HSG D 3.545 100 Paved parking, HSG D 0.250 100 Disturbed Landscape 4.089 100 Weighted Average 4.089 100 100.00% Impervious Area Tc Length Slope Velocity Capacity Description min) (feet) (ft/ft) (ft/sec) (cfs) 10.1 60 0.0200 0.10 Sheet Flow, Grass: Dense n= 0.240 P2= 2.84" 1.4 260 0.0250 3.21 Shallow Concentrated Flow, Paved Kv= 20.3 fps 1.2 305 0.0050 4.20 7.43 Pipe Channel, 18.0" Round Area= 1.8 sf Perim= 4.7' r= 0.38' n= 0.013 12.7 625 Total 543789 Snowmelt_10d_100yr Snow Rainfall=7.20", AMC=421602 - PROPOSED-skimmer-Snow Printed 1/11/2023PreparedbyLoucks & Associates Page19HydroCAD® 10.20-2d s/n 02676 © 2021 HydroCAD Software Solutions LLC Summary for Subcatchment W1: Runoff = 0.27 cfs @ 121.34 hrs, Volume= 0.858 af, Depth= 7.20" Routed to Pond WET1 : (new Pond) Runoff by SCS TR-20 method, UH=SCS, Split Pervious/Imperv., Time Span= 0.00-300.00 hrs, dt= 0.05 hrs Snowmelt_10d_100yr Snow Rainfall=7.20", AMC=4 Area (ac) CN Description 0.563 100 >75% Grass cover, Good, HSG D 0.200 100 Woods/grass comb., Good, HSG D 0.650 100 Meadow, non-grazed, HSG D 0.000 100 Grass disturbed 0.017 100 Unconnected pavement, HSG D 1.430 100 Weighted Average 1.430 100 100.00% Impervious Area Tc Length Slope Velocity Capacity Description min) (feet) (ft/ft) (ft/sec) (cfs) 11.5 100 0.0400 0.15 Sheet Flow, Grass: Dense n= 0.240 P2= 2.84" 2.2 210 0.0500 1.57 Shallow Concentrated Flow, Short Grass Pasture Kv= 7.0 fps 13.7 310 Total 544790 Snowmelt_10d_100yr Snow Rainfall=7.20", AMC=421602 - PROPOSED-skimmer-Snow Printed 1/11/2023PreparedbyLoucks & Associates Page20HydroCAD® 10.20-2d s/n 02676 © 2021 HydroCAD Software Solutions LLC Summary for Subcatchment W100: Runoff = 2.24 cfs @ 121.43 hrs, Volume= 7.077 af, Depth= 7.20" Routed to Pond WET1 : (new Pond) Runoff by SCS TR-20 method, UH=SCS, Split Pervious/Imperv., Time Span= 0.00-300.00 hrs, dt= 0.05 hrs Snowmelt_10d_100yr Snow Rainfall=7.20", AMC=4 Area (ac) CN Description 11.110 100 Meadow, non-grazed, HSG D 0.685 100 11.795 100 Weighted Average 11.795 100 100.00% Impervious Area Tc Length Slope Velocity Capacity Description min) (feet) (ft/ft) (ft/sec) (cfs) 17.6 100 0.0400 0.09 Sheet Flow, Grass: Bermuda n= 0.410 P2= 2.84" 1.8 150 0.0400 1.40 Shallow Concentrated Flow, Short Grass Pasture Kv= 7.0 fps 3.2 570 0.0400 3.00 Shallow Concentrated Flow, Grassed Waterway Kv= 15.0 fps 22.6 820 Total 545791 Snowmelt_10d_100yr Snow Rainfall=7.20", AMC=421602 - PROPOSED-skimmer-Snow Printed 1/11/2023PreparedbyLoucks & Associates Page21HydroCAD® 10.20-2d s/n 02676 © 2021 HydroCAD Software Solutions LLC Summary for Subcatchment W110: Runoff = 0.22 cfs @ 121.40 hrs, Volume= 0.700 af, Depth= 7.20" Routed to Pond Ditch : (new Pond) Runoff by SCS TR-20 method, UH=SCS, Split Pervious/Imperv., Time Span= 0.00-300.00 hrs, dt= 0.05 hrs Snowmelt_10d_100yr Snow Rainfall=7.20", AMC=4 Area (ac) CN Description 1.166 100 Woods/grass comb., Good, HSG D 0.000 100 1.166 100 Weighted Average 1.166 100 100.00% Impervious Area Tc Length Slope Velocity Capacity Description min) (feet) (ft/ft) (ft/sec) (cfs) 16.1 100 0.0500 0.10 Sheet Flow, Grass: Bermuda n= 0.410 P2= 2.84" 2.2 400 0.0400 3.00 Shallow Concentrated Flow, Grassed Waterway Kv= 15.0 fps 1.6 150 0.0300 1.56 Shallow Concentrated Flow, Cultivated Straight Rows Kv= 9.0 fps 19.9 650 Total 546792 Snowmelt_10d_100yr Snow Rainfall=7.20", AMC=421602 - PROPOSED-skimmer-Snow Printed 1/11/2023PreparedbyLoucks & Associates Page22HydroCAD® 10.20-2d s/n 02676 © 2021 HydroCAD Software Solutions LLC Summary for Subcatchment W1D: Runoff = 0.15 cfs @ 121.37 hrs, Volume= 0.466 af, Depth= 7.20" Routed to Pond Ditch : (new Pond) Runoff by SCS TR-20 method, UH=SCS, Split Pervious/Imperv., Time Span= 0.00-300.00 hrs, dt= 0.05 hrs Snowmelt_10d_100yr Snow Rainfall=7.20", AMC=4 Area (ac) CN Description 0.200 100 >75% Grass cover, Good, HSG D 0.020 100 Woods/grass comb., Good, HSG D 0.557 100 Meadow, non-grazed, HSG D 0.000 100 Grass disturbed 0.000 100 Unconnected pavement, HSG D 0.777 100 Weighted Average 0.777 100 100.00% Impervious Area Tc Length Slope Velocity Capacity Description min) (feet) (ft/ft) (ft/sec) (cfs) 12.9 100 0.0300 0.13 Sheet Flow, Grass: Dense n= 0.240 P2= 2.84" 3.5 80 0.0030 0.38 Shallow Concentrated Flow, Short Grass Pasture Kv= 7.0 fps 16.4 180 Total 547793 Snowmelt_10d_100yr Snow Rainfall=7.20", AMC=421602 - PROPOSED-skimmer-Snow Printed 1/11/2023PreparedbyLoucks & Associates Page23HydroCAD® 10.20-2d s/n 02676 © 2021 HydroCAD Software Solutions LLC Summary for Subcatchment W2M: Runoff = 0.34 cfs @ 121.42 hrs, Volume= 1.083 af, Depth= 7.20" Routed to Pond WET1 : (new Pond) Runoff by SCS TR-20 method, UH=SCS, Split Pervious/Imperv., Time Span= 0.00-300.00 hrs, dt= 0.05 hrs Snowmelt_10d_100yr Snow Rainfall=7.20", AMC=4 Area (ac) CN Description 0.905 100 0.900 100 Pasture/grassland/range, Good, HSG D 1.805 100 Weighted Average 1.805 100 100.00% Impervious Area Tc Length Slope Velocity Capacity Description min) (feet) (ft/ft) (ft/sec) (cfs) 15.1 100 0.0200 0.11 Sheet Flow, Grass: Dense n= 0.240 P2= 2.84" 6.0 770 0.0200 2.12 Shallow Concentrated Flow, Grassed Waterway Kv= 15.0 fps 21.1 870 Total 548794 Snowmelt_10d_100yr Snow Rainfall=7.20", AMC=421602 - PROPOSED-skimmer-Snow Printed 1/11/2023PreparedbyLoucks & Associates Page24HydroCAD® 10.20-2d s/n 02676 © 2021 HydroCAD Software Solutions LLC Summary for Reach COULT BLVD: Inflow Area = 0.400 ac,100.00% Impervious, Inflow Depth = 7.20" for Snow event Inflow = 0.08 cfs @ 121.30 hrs, Volume= 0.240 af Outflow = 0.08 cfs @ 121.30 hrs, Volume= 0.240 af, Atten= 0%, Lag= 0.0 min Routed to Reach SITE : Routing by Dyn-Stor-Ind method, Time Span= 0.00-300.00 hrs, dt= 0.05 hrs 549795 Snowmelt_10d_100yr Snow Rainfall=7.20", AMC=421602 - PROPOSED-skimmer-Snow Printed 1/11/2023PreparedbyLoucks & Associates Page25HydroCAD® 10.20-2d s/n 02676 © 2021 HydroCAD Software Solutions LLC Summary for Reach CR: Inflow Area = 68.281 ac, 99.56% Impervious, Inflow Depth = 7.07" for Snow event Inflow = 12.18 cfs @ 121.74 hrs, Volume= 40.248 af Outflow = 12.18 cfs @ 121.74 hrs, Volume= 40.248 af, Atten= 0%, Lag= 0.0 min Routed to Reach SITE : Routing by Dyn-Stor-Ind method, Time Span= 0.00-300.00 hrs, dt= 0.05 hrs 550796 Snowmelt_10d_100yr Snow Rainfall=7.20", AMC=421602 - PROPOSED-skimmer-Snow Printed 1/11/2023PreparedbyLoucks & Associates Page26HydroCAD® 10.20-2d s/n 02676 © 2021 HydroCAD Software Solutions LLC Summary for Reach CR-NORTH: Inflow Area = 13.948 ac,100.00% Impervious, Inflow Depth > 7.20" for Snow event Inflow = 2.37 cfs @ 121.70 hrs, Volume= 8.368 af Outflow = 2.37 cfs @ 121.70 hrs, Volume= 8.368 af, Atten= 0%, Lag= 0.0 min Routed to Reach CR : Routing by Dyn-Stor-Ind method, Time Span= 0.00-300.00 hrs, dt= 0.05 hrs 551797 Snowmelt_10d_100yr Snow Rainfall=7.20", AMC=421602 - PROPOSED-skimmer-Snow Printed 1/11/2023PreparedbyLoucks & Associates Page27HydroCAD® 10.20-2d s/n 02676 © 2021 HydroCAD Software Solutions LLC Summary for Reach CR-SOUTH: Inflow Area = 54.333 ac, 99.45% Impervious, Inflow Depth = 7.04" for Snow event Inflow = 9.81 cfs @ 121.75 hrs, Volume= 31.880 af Outflow = 9.81 cfs @ 121.75 hrs, Volume= 31.880 af, Atten= 0%, Lag= 0.0 min Routed to Reach CR : Routing by Dyn-Stor-Ind method, Time Span= 0.00-300.00 hrs, dt= 0.05 hrs 552798 Snowmelt_10d_100yr Snow Rainfall=7.20", AMC=421602 - PROPOSED-skimmer-Snow Printed 1/11/2023PreparedbyLoucks & Associates Page28HydroCAD® 10.20-2d s/n 02676 © 2021 HydroCAD Software Solutions LLC Summary for Reach SITE: Inflow Area = 68.681 ac, 99.56% Impervious, Inflow Depth = 7.07" for Snow event Inflow = 12.25 cfs @ 121.74 hrs, Volume= 40.488 af Outflow = 12.25 cfs @ 121.74 hrs, Volume= 40.488 af, Atten= 0%, Lag= 0.0 min Routing by Dyn-Stor-Ind method, Time Span= 0.00-300.00 hrs, dt= 0.05 hrs 553799 Snowmelt_10d_100yr Snow Rainfall=7.20", AMC=421602 - PROPOSED-skimmer-Snow Printed 1/11/2023PreparedbyLoucks & Associates Page29HydroCAD® 10.20-2d s/n 02676 © 2021 HydroCAD Software Solutions LLC Summary for Pond Ditch: (new Pond) Inflow Area = 46.987 ac, 99.36% Impervious, Inflow Depth = 7.02" for Snow event Inflow = 8.54 cfs @ 121.75 hrs, Volume= 27.479 af Outflow = 8.54 cfs @ 121.76 hrs, Volume= 27.479 af, Atten= 0%, Lag= 0.4 min Discarded = 0.00 cfs @ 121.76 hrs, Volume= 0.007 af Primary = 8.54 cfs @ 121.76 hrs, Volume= 27.472 af Routed to Reach CR-SOUTH : Routing by Dyn-Stor-Ind method, Time Span= 0.00-300.00 hrs, dt= 0.05 hrs Peak Elev= 951.94' @ 121.76 hrs Surf.Area= 742 sf Storage= 177 cf Plug-Flow detention time= 0.3 min calculated for 27.475 af (100% of inflow) Center-of-Mass det. time= 0.3 min ( 7,295.6 - 7,295.3 ) Volume Invert Avail.Storage Storage Description 1 951.50' 34,148 cf Custom Stage Data (Prismatic) Listed below (Recalc) Elevation Surf.Area Inc.Store Cum.Store feet) (sq-ft) (cubic-feet) (cubic-feet) 951.50 55 0 0 953.00 2,373 1,821 1,821 954.00 8,140 5,257 7,078 955.00 12,675 10,408 17,485 956.00 20,650 16,663 34,148 Device Routing Invert Outlet Devices 1 Device 4 945.20'42.0" Round Culvert L= 365.0' Ke= 0.500 Inlet / Outlet Invert= 945.20' / 940.64' S= 0.0125 '/' Cc= 0.900 n= 0.013, Flow Area= 9.62 sf 2 Device 1 951.50'8.9' long Sharp-Crested Rectangular Weir 2 End Contraction(s) 3 Discarded 951.50'0.060 in/hr Exfiltration over Surface area 4 Primary 931.47'60.0" Round Culvert L= 75.0' Ke= 0.500 Inlet / Outlet Invert= 931.47' / 931.10' S= 0.0049 '/' Cc= 0.900 n= 0.013, Flow Area= 19.63 sf Discarded OutFlow Max=0.00 cfs @ 121.76 hrs HW=951.94' (Free Discharge) 3=Exfiltration (Exfiltration Controls 0.00 cfs) Primary OutFlow Max=8.54 cfs @ 121.76 hrs HW=951.94' TW=0.00' (Dynamic Tailwater) 4=Culvert (Passes 8.54 cfs of 400.82 cfs potential flow) 1=Culvert (Passes 8.54 cfs of 103.53 cfs potential flow) 2=Sharp-Crested Rectangular Weir (Weir Controls 8.54 cfs @ 2.18 fps) 554800 Snowmelt_10d_100yr Snow Rainfall=7.20", AMC=421602 - PROPOSED-skimmer-Snow Printed 1/11/2023PreparedbyLoucks & Associates Page30HydroCAD® 10.20-2d s/n 02676 © 2021 HydroCAD Software Solutions LLC Stage-Area-Storage for Pond Ditch: (new Pond) Elevation feet) Surface sq-ft) Storage cubic-feet) 951.50 55 0 951.55 132 5 951.60 210 13 951.65 287 26 951.70 364 42 951.75 441 62 951.80 519 86 951.85 596 114 951.90 673 146 951.95 750 181 952.00 828 221 952.05 905 264 952.10 982 311 952.15 1,059 362 952.20 1,137 417 952.25 1,214 476 952.30 1,291 539 952.35 1,369 605 952.40 1,446 675 952.45 1,523 750 952.50 1,600 828 952.55 1,678 910 952.60 1,755 995 952.65 1,832 1,085 952.70 1,909 1,179 952.75 1,987 1,276 952.80 2,064 1,377 952.85 2,141 1,482 952.90 2,218 1,591 952.95 2,296 1,704 953.00 2,373 1,821 953.05 2,661 1,947 953.10 2,950 2,087 953.15 3,238 2,242 953.20 3,526 2,411 953.25 3,815 2,594 953.30 4,103 2,792 953.35 4,391 3,005 953.40 4,680 3,232 953.45 4,968 3,473 953.50 5,257 3,728 953.55 5,545 3,998 953.60 5,833 4,283 953.65 6,122 4,582 953.70 6,410 4,895 953.75 6,698 5,223 953.80 6,987 5,565 953.85 7,275 5,921 953.90 7,563 6,292 953.95 7,852 6,678 954.00 8,140 7,078 954.05 8,367 7,490 Elevation feet) Surface sq-ft) Storage cubic-feet) 954.10 8,594 7,914 954.15 8,820 8,350 954.20 9,047 8,796 954.25 9,274 9,254 954.30 9,500 9,724 954.35 9,727 10,204 954.40 9,954 10,696 954.45 10,181 11,200 954.50 10,408 11,714 954.55 10,634 12,240 954.60 10,861 12,778 954.65 11,088 13,327 954.70 11,315 13,887 954.75 11,541 14,458 954.80 11,768 15,041 954.85 11,995 15,635 954.90 12,221 16,240 954.95 12,448 16,857 955.00 12,675 17,485 955.05 13,074 18,129 955.10 13,473 18,792 955.15 13,871 19,476 955.20 14,270 20,180 955.25 14,669 20,903 955.30 15,067 21,646 955.35 15,466 22,410 955.40 15,865 23,193 955.45 16,264 23,996 955.50 16,663 24,819 955.55 17,061 25,662 955.60 17,460 26,526 955.65 17,859 27,408 955.70 18,258 28,311 955.75 18,656 29,234 955.80 19,055 30,177 955.85 19,454 31,140 955.90 19,852 32,122 955.95 20,251 33,125 956.00 20,650 34,148 555801 Snowmelt_10d_100yr Snow Rainfall=7.20", AMC=421602 - PROPOSED-skimmer-Snow Printed 1/11/2023PreparedbyLoucks & Associates Page31HydroCAD® 10.20-2d s/n 02676 © 2021 HydroCAD Software Solutions LLC Summary for Pond N-POND: Inflow Area = 10.961 ac,100.00% Impervious, Inflow Depth = 7.20" for Snow event Inflow = 2.08 cfs @ 121.34 hrs, Volume= 6.577 af Outflow = 1.85 cfs @ 122.24 hrs, Volume= 6.576 af, Atten= 11%, Lag= 53.7 min Primary = 1.85 cfs @ 122.24 hrs, Volume= 6.576 af Routed to Reach CR-NORTH : Secondary = 0.00 cfs @ 0.00 hrs, Volume= 0.000 af Routed to Reach CR-NORTH : Routing by Dyn-Stor-Ind method, Time Span= 0.00-300.00 hrs, dt= 0.05 hrs Starting Elev= 943.00' Surf.Area= 14,550 sf Storage= 57,700 cf Peak Elev= 943.83' @ 122.24 hrs Surf.Area= 16,510 sf Storage= 70,597 cf (12,897 cf above start) Plug-Flow detention time= 2,527.9 min calculated for 5.251 af (80% of inflow) Center-of-Mass det. time= 178.6 min ( 7,378.3 - 7,199.7 ) Volume Invert Avail.Storage Storage Description 1 933.00' 136,056 cf Custom Stage Data (Prismatic) Listed below (Recalc) Elevation Surf.Area Inc.Store Cum.Store feet) (sq-ft) (cubic-feet) (cubic-feet) 933.00 900 0 0 942.00 9,275 45,788 45,788 943.00 14,550 11,913 57,700 944.00 16,910 15,730 73,430 945.00 19,365 18,138 91,568 946.00 21,685 20,525 112,093 946.50 23,085 11,193 123,285 947.00 28,000 12,771 136,056 Device Routing Invert Outlet Devices 1 Secondary 946.00'10.0' long x 10.0' breadth Broad-Crested Rectangular Weir Head (feet) 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60 Coef. (English) 2.49 2.56 2.70 2.69 2.68 2.69 2.67 2.64 2 Primary 938.00'42.0" Round Culvert L= 108.0' Ke= 0.500 Inlet / Outlet Invert= 938.00' / 932.75' S= 0.0486 '/' Cc= 0.900 n= 0.013, Flow Area= 9.62 sf 3 Device 2 943.00'10.0" W x 8.0" H Vert. Orifice/Grate C= 0.600 Limited to weir flow at low heads 4 Device 2 944.25'6.0' long Sharp-Crested Rectangular Weir 2 End Contraction(s) 5 Device 2 945.15'36.0" Horiz. Orifice/Grate C= 0.600 Limited to weir flow at low heads 556802 Snowmelt_10d_100yr Snow Rainfall=7.20", AMC=421602 - PROPOSED-skimmer-Snow Printed 1/11/2023PreparedbyLoucks & Associates Page32HydroCAD® 10.20-2d s/n 02676 © 2021 HydroCAD Software Solutions LLC Primary OutFlow Max=1.85 cfs @ 122.24 hrs HW=943.83' TW=0.00' (Dynamic Tailwater) 2=Culvert (Passes 1.85 cfs of 93.58 cfs potential flow) 3=Orifice/Grate (Orifice Controls 1.85 cfs @ 3.32 fps) 4=Sharp-Crested Rectangular Weir ( Controls 0.00 cfs) 5=Orifice/Grate ( Controls 0.00 cfs) Secondary OutFlow Max=0.00 cfs @ 0.00 hrs HW=943.00' TW=0.00' (Dynamic Tailwater) 1=Broad-Crested Rectangular Weir ( Controls 0.00 cfs) 557803 Snowmelt_10d_100yr Snow Rainfall=7.20", AMC=421602 - PROPOSED-skimmer-Snow Printed 1/11/2023PreparedbyLoucks & Associates Page33HydroCAD® 10.20-2d s/n 02676 © 2021 HydroCAD Software Solutions LLC Stage-Area-Storage for Pond N-POND: Elevation feet) Surface sq-ft) Storage cubic-feet) 933.00 900 0 933.20 1,086 199 933.40 1,272 434 933.60 1,458 708 933.80 1,644 1,018 934.00 1,831 1,365 934.20 2,017 1,750 934.40 2,203 2,172 934.60 2,389 2,631 934.80 2,575 3,127 935.00 2,761 3,661 935.20 2,947 4,232 935.40 3,133 4,840 935.60 3,319 5,485 935.80 3,506 6,168 936.00 3,692 6,888 936.20 3,878 7,644 936.40 4,064 8,439 936.60 4,250 9,270 936.80 4,436 10,139 937.00 4,622 11,044 937.20 4,808 11,988 937.40 4,994 12,968 937.60 5,181 13,985 937.80 5,367 15,040 938.00 5,553 16,132 938.20 5,739 17,261 938.40 5,925 18,427 938.60 6,111 19,631 938.80 6,297 20,872 939.00 6,483 22,150 939.20 6,669 23,465 939.40 6,856 24,818 939.60 7,042 26,208 939.80 7,228 27,634 940.00 7,414 29,099 940.20 7,600 30,600 940.40 7,786 32,139 940.60 7,972 33,714 940.80 8,158 35,327 941.00 8,344 36,978 941.20 8,531 38,665 941.40 8,717 40,390 941.60 8,903 42,152 941.80 9,089 43,951 942.00 9,275 45,788 942.20 10,330 47,748 942.40 11,385 49,919 942.60 12,440 52,302 942.80 13,495 54,895 943.00 14,550 57,700 943.20 15,022 60,657 Elevation feet) Surface sq-ft) Storage cubic-feet) 943.40 15,494 63,709 943.60 15,966 66,855 943.80 16,438 70,095 944.00 16,910 73,430 944.20 17,401 76,861 944.40 17,892 80,390 944.60 18,383 84,018 944.80 18,874 87,744 945.00 19,365 91,568 945.20 19,829 95,487 945.40 20,293 99,499 945.60 20,757 103,604 945.80 21,221 107,802 946.00 21,685 112,093 946.20 22,245 116,486 946.40 22,805 120,990 946.60 24,068 125,643 946.80 26,034 130,653 947.00 28,000 136,056 558804 Snowmelt_10d_100yr Snow Rainfall=7.20", AMC=421602 - PROPOSED-skimmer-Snow Printed 1/11/2023PreparedbyLoucks & Associates Page34HydroCAD® 10.20-2d s/n 02676 © 2021 HydroCAD Software Solutions LLC Summary for Pond North: Inflow Area = 23.368 ac,100.00% Impervious, Inflow Depth = 7.20" for Snow event Inflow = 4.44 cfs @ 121.48 hrs, Volume= 14.021 af Outflow = 4.32 cfs @ 121.81 hrs, Volume= 14.021 af, Atten= 3%, Lag= 19.9 min Discarded = 0.03 cfs @ 121.81 hrs, Volume= 0.348 af Primary = 4.30 cfs @ 121.81 hrs, Volume= 13.672 af Routed to Pond WET1 : (new Pond) Routing by Dyn-Stor-Ind method, Time Span= 0.00-300.00 hrs, dt= 0.05 hrs Peak Elev= 955.90' @ 121.81 hrs Surf.Area= 19,145 sf Storage= 12,277 cf Plug-Flow detention time= 82.2 min calculated for 14.018 af (100% of inflow) Center-of-Mass det. time= 82.3 min ( 7,289.7 - 7,207.3 ) Volume Invert Avail.Storage Storage Description 1 955.00' 341,830 cf Custom Stage Data (Prismatic) Listed below (Recalc) Elevation Surf.Area Inc.Store Cum.Store feet) (sq-ft) (cubic-feet) (cubic-feet) 955.00 8,000 0 0 956.00 20,320 14,160 14,160 958.00 86,000 106,320 120,480 960.00 135,350 221,350 341,830 Device Routing Invert Outlet Devices 1 Primary 955.00'33.0" Round Culvert L= 82.0' Ke= 0.500 Inlet / Outlet Invert= 955.00' / 954.59' S= 0.0050 '/' Cc= 0.900 n= 0.013, Flow Area= 5.94 sf 2 Discarded 955.00'0.060 in/hr Exfiltration over Surface area Discarded OutFlow Max=0.03 cfs @ 121.81 hrs HW=955.90' (Free Discharge) 2=Exfiltration (Exfiltration Controls 0.03 cfs) Primary OutFlow Max=4.30 cfs @ 121.81 hrs HW=955.90' TW=953.64' (Dynamic Tailwater) 1=Culvert (Barrel Controls 4.30 cfs @ 3.77 fps) 559805 Snowmelt_10d_100yr Snow Rainfall=7.20", AMC=421602 - PROPOSED-skimmer-Snow Printed 1/11/2023PreparedbyLoucks & Associates Page35HydroCAD® 10.20-2d s/n 02676 © 2021 HydroCAD Software Solutions LLC Stage-Area-Storage for Pond North: Elevation feet) Surface sq-ft) Storage cubic-feet) 955.00 8,000 0 955.05 8,616 415 955.10 9,232 862 955.15 9,848 1,339 955.20 10,464 1,846 955.25 11,080 2,385 955.30 11,696 2,954 955.35 12,312 3,555 955.40 12,928 4,186 955.45 13,544 4,847 955.50 14,160 5,540 955.55 14,776 6,263 955.60 15,392 7,018 955.65 16,008 7,803 955.70 16,624 8,618 955.75 17,240 9,465 955.80 17,856 10,342 955.85 18,472 11,251 955.90 19,088 12,190 955.95 19,704 13,159 956.00 20,320 14,160 956.05 21,962 15,217 956.10 23,604 16,356 956.15 25,246 17,577 956.20 26,888 18,881 956.25 28,530 20,266 956.30 30,172 21,734 956.35 31,814 23,283 956.40 33,456 24,915 956.45 35,098 26,629 956.50 36,740 28,425 956.55 38,382 30,303 956.60 40,024 32,263 956.65 41,666 34,305 956.70 43,308 36,430 956.75 44,950 38,636 956.80 46,592 40,925 956.85 48,234 43,295 956.90 49,876 45,748 956.95 51,518 48,283 957.00 53,160 50,900 957.05 54,802 53,599 957.10 56,444 56,380 957.15 58,086 59,243 957.20 59,728 62,189 957.25 61,370 65,216 957.30 63,012 68,326 957.35 64,654 71,517 957.40 66,296 74,791 957.45 67,938 78,147 957.50 69,580 81,585 957.55 71,222 85,105 Elevation feet) Surface sq-ft) Storage cubic-feet) 957.60 72,864 88,707 957.65 74,506 92,391 957.70 76,148 96,158 957.75 77,790 100,006 957.80 79,432 103,937 957.85 81,074 107,949 957.90 82,716 112,044 957.95 84,358 116,221 958.00 86,000 120,480 958.05 87,234 124,811 958.10 88,468 129,203 958.15 89,701 133,658 958.20 90,935 138,174 958.25 92,169 142,751 958.30 93,402 147,390 958.35 94,636 152,091 958.40 95,870 156,854 958.45 97,104 161,678 958.50 98,338 166,564 958.55 99,571 171,512 958.60 100,805 176,522 958.65 102,039 181,593 958.70 103,273 186,725 958.75 104,506 191,920 958.80 105,740 197,176 958.85 106,974 202,494 958.90 108,207 207,873 958.95 109,441 213,315 959.00 110,675 218,818 959.05 111,909 224,382 959.10 113,143 230,008 959.15 114,376 235,696 959.20 115,610 241,446 959.25 116,844 247,257 959.30 118,077 253,130 959.35 119,311 259,065 959.40 120,545 265,061 959.45 121,779 271,120 959.50 123,013 277,239 959.55 124,246 283,421 959.60 125,480 289,664 959.65 126,714 295,969 959.70 127,948 302,335 959.75 129,181 308,764 959.80 130,415 315,253 959.85 131,649 321,805 959.90 132,882 328,418 959.95 134,116 335,093 960.00 135,350 341,830 560806 Snowmelt_10d_100yr Snow Rainfall=7.20", AMC=421602 - PROPOSED-skimmer-Snow Printed 1/11/2023PreparedbyLoucks & Associates Page36HydroCAD® 10.20-2d s/n 02676 © 2021 HydroCAD Software Solutions LLC Summary for Pond P5: Inflow Area = 6.646 ac, 95.49% Impervious, Inflow Depth = 7.20" for Snow event Inflow = 1.26 cfs @ 121.50 hrs, Volume= 3.988 af Outflow = 1.16 cfs @ 122.21 hrs, Volume= 3.982 af, Atten= 7%, Lag= 42.3 min Primary = 1.16 cfs @ 122.21 hrs, Volume= 3.982 af Routed to Pond WET1 : (new Pond) Routing by Dyn-Stor-Ind method, Time Span= 0.00-300.00 hrs, dt= 0.05 hrs Starting Elev= 959.00' Surf.Area= 13,050 sf Storage= 30,018 cf Peak Elev= 959.55' @ 122.21 hrs Surf.Area= 18,294 sf Storage= 38,579 cf (8,561 cf above start) Plug-Flow detention time= 2,317.7 min calculated for 3.293 af (83% of inflow) Center-of-Mass det. time= 248.9 min ( 7,459.5 - 7,210.6 ) Volume Invert Avail.Storage Storage Description 1 952.00' 187,617 cf Custom Stage Data (Prismatic) Listed below (Recalc) Elevation Surf.Area Inc.Store Cum.Store feet) (sq-ft) (cubic-feet) (cubic-feet) 952.00 88 0 0 954.00 1,300 1,388 1,388 956.00 3,675 4,975 6,363 958.00 8,970 12,645 19,008 959.00 13,050 11,010 30,018 960.00 22,650 17,850 47,868 960.70 25,750 16,940 64,808 962.00 34,180 38,954 103,762 964.00 49,675 83,855 187,617 Device Routing Invert Outlet Devices 1 Primary 959.00'18.0" Round Culvert L= 192.0' Ke= 0.500 Inlet / Outlet Invert= 959.00' / 958.04' S= 0.0050 '/' Cc= 0.900 n= 0.013, Flow Area= 1.77 sf Primary OutFlow Max=1.16 cfs @ 122.21 hrs HW=959.55' TW=953.64' (Dynamic Tailwater) 1=Culvert (Barrel Controls 1.16 cfs @ 2.98 fps) 561807 Snowmelt_10d_100yr Snow Rainfall=7.20", AMC=421602 - PROPOSED-skimmer-Snow Printed 1/11/2023PreparedbyLoucks & Associates Page37HydroCAD® 10.20-2d s/n 02676 © 2021 HydroCAD Software Solutions LLC Stage-Area-Storage for Pond P5: Elevation feet) Surface sq-ft) Storage cubic-feet) 952.00 88 0 952.20 209 30 952.40 330 84 952.60 452 162 952.80 573 264 953.00 694 391 953.20 815 542 953.40 936 717 953.60 1,058 916 953.80 1,179 1,140 954.00 1,300 1,388 954.20 1,538 1,672 954.40 1,775 2,003 954.60 2,013 2,382 954.80 2,250 2,808 955.00 2,488 3,282 955.20 2,725 3,803 955.40 2,962 4,372 955.60 3,200 4,988 955.80 3,437 5,652 956.00 3,675 6,363 956.20 4,205 7,151 956.40 4,734 8,045 956.60 5,264 9,045 956.80 5,793 10,150 957.00 6,323 11,362 957.20 6,852 12,679 957.40 7,381 14,103 957.60 7,911 15,632 957.80 8,440 17,267 958.00 8,970 19,008 958.20 9,786 20,884 958.40 10,602 22,922 958.60 11,418 25,124 958.80 12,234 27,490 959.00 13,050 30,018 959.20 14,970 32,820 959.40 16,890 36,006 959.60 18,810 39,576 959.80 20,730 43,530 960.00 22,650 47,868 960.20 23,536 52,487 960.40 24,421 57,282 960.60 25,307 62,255 960.80 26,398 67,415 961.00 27,695 72,825 961.20 28,992 78,494 961.40 30,289 84,422 961.60 31,586 90,609 961.80 32,883 97,056 962.00 34,180 103,762 962.20 35,730 110,753 Elevation feet) Surface sq-ft) Storage cubic-feet) 962.40 37,279 118,054 962.60 38,829 125,665 962.80 40,378 133,586 963.00 41,928 141,816 963.20 43,477 150,357 963.40 45,026 159,207 963.60 46,576 168,367 963.80 48,125 177,837 964.00 49,675 187,617 562808 Snowmelt_10d_100yr Snow Rainfall=7.20", AMC=421602 - PROPOSED-skimmer-Snow Printed 1/11/2023PreparedbyLoucks & Associates Page38HydroCAD® 10.20-2d s/n 02676 © 2021 HydroCAD Software Solutions LLC Summary for Pond S-POND: Inflow Area = 5.619 ac,100.00% Impervious, Inflow Depth = 7.20" for Snow event Inflow = 1.07 cfs @ 121.31 hrs, Volume= 3.371 af Outflow = 0.96 cfs @ 122.07 hrs, Volume= 3.371 af, Atten= 11%, Lag= 45.6 min Primary = 0.96 cfs @ 122.07 hrs, Volume= 3.371 af Routed to Reach CR-SOUTH : Secondary = 0.00 cfs @ 0.00 hrs, Volume= 0.000 af Routed to Reach CR-SOUTH : Routing by Dyn-Stor-Ind method, Time Span= 0.00-300.00 hrs, dt= 0.05 hrs Starting Elev= 942.00' Surf.Area= 10,940 sf Storage= 39,633 cf Peak Elev= 942.55' @ 122.07 hrs Surf.Area= 13,255 sf Storage= 46,325 cf (6,692 cf above start) Plug-Flow detention time= 3,142.2 min calculated for 2.461 af (73% of inflow) Center-of-Mass det. time= 182.2 min ( 7,375.7 - 7,193.4 ) Volume Invert Avail.Storage Storage Description 1 933.00' 125,414 cf Custom Stage Data (Prismatic) Listed below (Recalc) Elevation Surf.Area Inc.Store Cum.Store feet) (sq-ft) (cubic-feet) (cubic-feet) 933.00 750 0 0 941.00 6,925 30,700 30,700 942.00 10,940 8,933 39,633 943.00 15,125 13,033 52,665 944.00 18,200 16,663 69,328 945.00 21,500 19,850 89,178 946.00 25,025 23,263 112,440 946.50 26,870 12,974 125,414 Device Routing Invert Outlet Devices 1 Secondary 946.00'10.0' long x 10.0' breadth Broad-Crested Rectangular Weir Head (feet) 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60 Coef. (English) 2.49 2.56 2.70 2.69 2.68 2.69 2.67 2.64 2 Primary 934.00'30.0" Round Culvert L= 104.0' Ke= 0.500 Inlet / Outlet Invert= 934.00' / 925.00' S= 0.0865 '/' Cc= 0.900 n= 0.013, Flow Area= 4.91 sf 3 Device 2 942.00'9.0" W x 6.0" H Vert. Orifice/Grate C= 0.600 Limited to weir flow at low heads 4 Device 2 943.00'6.0' long Sharp-Crested Rectangular Weir 2 End Contraction(s) 5 Device 2 945.00'36.0" Horiz. Orifice/Grate C= 0.600 Limited to weir flow at low heads 563809 Snowmelt_10d_100yr Snow Rainfall=7.20", AMC=421602 - PROPOSED-skimmer-Snow Printed 1/11/2023PreparedbyLoucks & Associates Page39HydroCAD® 10.20-2d s/n 02676 © 2021 HydroCAD Software Solutions LLC Primary OutFlow Max=0.96 cfs @ 122.07 hrs HW=942.55' TW=0.00' (Dynamic Tailwater) 2=Culvert (Passes 0.96 cfs of 63.87 cfs potential flow) 3=Orifice/Grate (Orifice Controls 0.96 cfs @ 2.56 fps) 4=Sharp-Crested Rectangular Weir ( Controls 0.00 cfs) 5=Orifice/Grate ( Controls 0.00 cfs) Secondary OutFlow Max=0.00 cfs @ 0.00 hrs HW=942.00' TW=0.00' (Dynamic Tailwater) 1=Broad-Crested Rectangular Weir ( Controls 0.00 cfs) 564810 Snowmelt_10d_100yr Snow Rainfall=7.20", AMC=421602 - PROPOSED-skimmer-Snow Printed 1/11/2023PreparedbyLoucks & Associates Page40HydroCAD® 10.20-2d s/n 02676 © 2021 HydroCAD Software Solutions LLC Stage-Area-Storage for Pond S-POND: Elevation feet) Surface sq-ft) Storage cubic-feet) 933.00 750 0 933.20 904 165 933.40 1,059 362 933.60 1,213 589 933.80 1,367 847 934.00 1,522 1,136 934.20 1,676 1,456 934.40 1,831 1,806 934.60 1,985 2,188 934.80 2,139 2,600 935.00 2,294 3,044 935.20 2,448 3,518 935.40 2,602 4,023 935.60 2,757 4,559 935.80 2,911 5,126 936.00 3,066 5,723 936.20 3,220 6,352 936.40 3,374 7,011 936.60 3,529 7,702 936.80 3,683 8,423 937.00 3,838 9,175 937.20 3,992 9,958 937.40 4,146 10,772 937.60 4,301 11,616 937.80 4,455 12,492 938.00 4,609 13,398 938.20 4,764 14,336 938.40 4,918 15,304 938.60 5,073 16,303 938.80 5,227 17,333 939.00 5,381 18,394 939.20 5,536 19,485 939.40 5,690 20,608 939.60 5,844 21,761 939.80 5,999 22,946 940.00 6,153 24,161 940.20 6,308 25,407 940.40 6,462 26,684 940.60 6,616 27,992 940.80 6,771 29,330 941.00 6,925 30,700 941.20 7,728 32,165 941.40 8,531 33,791 941.60 9,334 35,578 941.80 10,137 37,525 942.00 10,940 39,633 942.20 11,777 41,904 942.40 12,614 44,343 942.60 13,451 46,950 942.80 14,288 49,724 943.00 15,125 52,665 943.20 15,740 55,752 Elevation feet) Surface sq-ft) Storage cubic-feet) 943.40 16,355 58,961 943.60 16,970 62,294 943.80 17,585 65,749 944.00 18,200 69,328 944.20 18,860 73,034 944.40 19,520 76,871 944.60 20,180 80,842 944.80 20,840 84,943 945.00 21,500 89,178 945.20 22,205 93,548 945.40 22,910 98,059 945.60 23,615 102,712 945.80 24,320 107,505 946.00 25,025 112,440 946.20 25,763 117,519 946.40 26,501 122,745 565811 Snowmelt_10d_100yr Snow Rainfall=7.20", AMC=421602 - PROPOSED-skimmer-Snow Printed 1/11/2023PreparedbyLoucks & Associates Page41HydroCAD® 10.20-2d s/n 02676 © 2021 HydroCAD Software Solutions LLC Summary for Pond TANK: Inflow Area = 1.842 ac,100.00% Impervious, Inflow Depth = 7.20" for Snow event Inflow = 0.35 cfs @ 121.27 hrs, Volume= 1.105 af Outflow = 0.35 cfs @ 121.33 hrs, Volume= 1.105 af, Atten= 0%, Lag= 3.6 min Primary = 0.35 cfs @ 121.33 hrs, Volume= 1.105 af Routed to Pond N-POND : Routing by Dyn-Stor-Ind method, Time Span= 0.00-300.00 hrs, dt= 0.05 hrs Starting Elev= 946.50' Surf.Area= 0.059 ac Storage= 0.099 af Peak Elev= 946.59' @ 121.33 hrs Surf.Area= 0.060 ac Storage= 0.103 af (0.004 af above start) Plug-Flow detention time= 1,180.3 min calculated for 1.006 af (91% of inflow) Center-of-Mass det. time= 13.8 min ( 7,203.7 - 7,189.9 ) Volume Invert Avail.Storage Storage Description 1A 943.00' 0.000 af 35.00'W x 74.00'L x 7.00'H Field A 0.416 af Overall - 0.199 af Embedded = 0.218 af x 0.0% Voids 2A 943.50' 0.199 af CMP Round 72 x 12 Inside #1 Effective Size= 72.0"W x 72.0"H => 28.27 sf x 20.00'L = 565.5 cf Overall Size= 72.0"W x 72.0"H x 20.00'L 12 Chambers in 4 Rows 33.00' Header x 28.27 sf x 2 = 1,866.1 cf Inside 3 949.50' 0.001 af 2.50'D x 3.00'H Vertical Cone/Cylinder x 2 4 946.50' 0.001 af 12.0" Round Pipe Storage x 2 L= 20.0' S= 0.0010 '/' 0.200 af Total Available Storage Storage Group A created with Chamber Wizard Device Routing Invert Outlet Devices 1 Primary 946.00'21.0" Round Culvert L= 17.0' Ke= 0.500 Inlet / Outlet Invert= 946.00' / 945.49' S= 0.0300 '/' Cc= 0.900 n= 0.013, Flow Area= 2.41 sf 2 Device 1 946.50'4.0' long Sharp-Crested Rectangular Weir 2 End Contraction(s) Primary OutFlow Max=0.35 cfs @ 121.33 hrs HW=946.59' TW=943.80' (Dynamic Tailwater) 1=Culvert (Passes 0.35 cfs of 1.86 cfs potential flow) 2=Sharp-Crested Rectangular Weir (Weir Controls 0.35 cfs @ 0.98 fps) 566812 Snowmelt_10d_100yr Snow Rainfall=7.20", AMC=421602 - PROPOSED-skimmer-Snow Printed 1/11/2023PreparedbyLoucks & Associates Page42HydroCAD® 10.20-2d s/n 02676 © 2021 HydroCAD Software Solutions LLC Stage-Area-Storage for Pond TANK: Elevation feet) Storage acre-feet) 943.00 0.000 943.10 0.000 943.20 0.000 943.30 0.000 943.40 0.000 943.50 0.000 943.60 0.001 943.70 0.002 943.80 0.004 943.90 0.006 944.00 0.008 944.10 0.010 944.20 0.013 944.30 0.016 944.40 0.019 944.50 0.022 944.60 0.025 944.70 0.028 944.80 0.032 944.90 0.035 945.00 0.039 945.10 0.043 945.20 0.046 945.30 0.050 945.40 0.054 945.50 0.058 945.60 0.062 945.70 0.066 945.80 0.070 945.90 0.074 946.00 0.078 946.10 0.083 946.20 0.087 946.30 0.091 946.40 0.095 946.50 0.099 946.60 0.104 946.70 0.108 946.80 0.112 946.90 0.116 947.00 0.121 947.10 0.125 947.20 0.129 947.30 0.133 947.40 0.137 947.50 0.141 947.60 0.145 947.70 0.149 947.80 0.153 947.90 0.157 948.00 0.161 948.10 0.164 Elevation feet) Storage acre-feet) 948.20 0.168 948.30 0.171 948.40 0.174 948.50 0.178 948.60 0.181 948.70 0.184 948.80 0.186 948.90 0.189 949.00 0.191 949.10 0.194 949.20 0.196 949.30 0.197 949.40 0.199 949.50 0.199 949.60 0.199 949.70 0.199 949.80 0.199 949.90 0.199 950.00 0.199 950.10 0.199 950.20 0.200 950.30 0.200 950.40 0.200 950.50 0.200 950.60 0.200 950.70 0.200 950.80 0.200 950.90 0.200 951.00 0.200 951.10 0.200 951.20 0.200 951.30 0.200 951.40 0.200 951.50 0.200 951.60 0.200 951.70 0.200 951.80 0.200 951.90 0.200 952.00 0.200 952.10 0.200 952.20 0.200 952.30 0.200 952.40 0.200 952.50 0.200 567813 Snowmelt_10d_100yr Snow Rainfall=7.20", AMC=421602 - PROPOSED-skimmer-Snow Printed 1/11/2023PreparedbyLoucks & Associates Page43HydroCAD® 10.20-2d s/n 02676 © 2021 HydroCAD Software Solutions LLC Summary for Pond WET1: (new Pond) Inflow Area = 45.044 ac, 99.33% Impervious, Inflow Depth > 7.11" for Snow event Inflow = 8.24 cfs @ 121.60 hrs, Volume= 26.673 af Outflow = 8.21 cfs @ 121.78 hrs, Volume= 26.662 af, Atten= 0%, Lag= 11.2 min Discarded = 0.03 cfs @ 121.78 hrs, Volume= 0.348 af Primary = 8.18 cfs @ 121.78 hrs, Volume= 26.314 af Routed to Pond Ditch : (new Pond) Routing by Dyn-Stor-Ind method, Time Span= 0.00-300.00 hrs, dt= 0.05 hrs Peak Elev= 953.64' @ 121.78 hrs Surf.Area= 19,638 sf Storage= 7,647 cf Plug-Flow detention time= 34.7 min calculated for 26.658 af (100% of inflow) Center-of-Mass det. time= 31.6 min ( 7,313.8 - 7,282.1 ) Volume Invert Avail.Storage Storage Description 1 952.75' 225,648 cf Custom Stage Data (Prismatic) Listed below (Recalc) Elevation Surf.Area Inc.Store Cum.Store feet) (sq-ft) (cubic-feet) (cubic-feet) 952.75 20 0 0 953.00 3,000 378 378 954.00 28,905 15,953 16,330 955.00 58,240 43,573 59,903 956.00 84,125 71,183 131,085 957.00 105,000 94,563 225,648 Device Routing Invert Outlet Devices 1 Discarded 952.75'0.060 in/hr Exfiltration over Surface area 2 Primary 953.18'10.0' long x 10.0' breadth Broad-Crested Rectangular Weir Head (feet) 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60 Coef. (English) 2.49 2.56 2.70 2.69 2.68 2.69 2.67 2.64 Discarded OutFlow Max=0.03 cfs @ 121.78 hrs HW=953.64' (Free Discharge) 1=Exfiltration (Exfiltration Controls 0.03 cfs) Primary OutFlow Max=8.18 cfs @ 121.78 hrs HW=953.64' TW=951.94' (Dynamic Tailwater) 2=Broad-Crested Rectangular Weir (Weir Controls 8.18 cfs @ 1.77 fps) 568814 Snowmelt_10d_100yr Snow Rainfall=7.20", AMC=421602 - PROPOSED-skimmer-Snow Printed 1/11/2023PreparedbyLoucks & Associates Page44HydroCAD® 10.20-2d s/n 02676 © 2021 HydroCAD Software Solutions LLC Stage-Area-Storage for Pond WET1: (new Pond) Elevation feet) Surface sq-ft) Storage cubic-feet) 952.75 20 0 952.80 616 16 952.85 1,212 62 952.90 1,808 137 952.95 2,404 242 953.00 3,000 378 953.05 4,295 560 953.10 5,591 807 953.15 6,886 1,119 953.20 8,181 1,496 953.25 9,476 1,937 953.30 10,771 2,443 953.35 12,067 3,014 953.40 13,362 3,650 953.45 14,657 4,350 953.50 15,953 5,116 953.55 17,248 5,946 953.60 18,543 6,840 953.65 19,838 7,800 953.70 21,134 8,824 953.75 22,429 9,913 953.80 23,724 11,067 953.85 25,019 12,286 953.90 26,314 13,569 953.95 27,610 14,917 954.00 28,905 16,330 954.05 30,372 17,812 954.10 31,839 19,367 954.15 33,305 20,996 954.20 34,772 22,698 954.25 36,239 24,473 954.30 37,705 26,322 954.35 39,172 28,244 954.40 40,639 30,239 954.45 42,106 32,307 954.50 43,573 34,449 954.55 45,039 36,665 954.60 46,506 38,953 954.65 47,973 41,315 954.70 49,440 43,751 954.75 50,906 46,259 954.80 52,373 48,841 954.85 53,840 51,497 954.90 55,306 54,225 954.95 56,773 57,027 955.00 58,240 59,903 955.05 59,534 62,847 955.10 60,829 65,856 955.15 62,123 68,930 955.20 63,417 72,068 955.25 64,711 75,271 955.30 66,005 78,539 Elevation feet) Surface sq-ft) Storage cubic-feet) 955.35 67,300 81,872 955.40 68,594 85,269 955.45 69,888 88,731 955.50 71,183 92,258 955.55 72,477 95,850 955.60 73,771 99,506 955.65 75,065 103,227 955.70 76,360 107,012 955.75 77,654 110,863 955.80 78,948 114,778 955.85 80,242 118,757 955.90 81,536 122,802 955.95 82,831 126,911 956.00 84,125 131,085 956.05 85,169 135,317 956.10 86,213 139,602 956.15 87,256 143,939 956.20 88,300 148,328 956.25 89,344 152,769 956.30 90,387 157,262 956.35 91,431 161,807 956.40 92,475 166,405 956.45 93,519 171,055 956.50 94,563 175,757 956.55 95,606 180,511 956.60 96,650 185,318 956.65 97,694 190,176 956.70 98,738 195,087 956.75 99,781 200,050 956.80 100,825 205,065 956.85 101,869 210,132 956.90 102,912 215,252 956.95 103,956 220,424 957.00 105,000 225,648 569815 Snowmelt_10d_100yr Snow Rainfall=7.20", AMC=421602 - PROPOSED-skimmer-Snow Printed 1/11/2023PreparedbyLoucks & Associates Page45HydroCAD® 10.20-2d s/n 02676 © 2021 HydroCAD Software Solutions LLC Summary for Pond WET1-void: Volume Invert Avail.Storage Storage Description 1 952.75' 144,190 cf Custom Stage Data (Prismatic) Listed below (Recalc) Elevation Surf.Area Inc.Store Cum.Store feet) (sq-ft) (cubic-feet) (cubic-feet) 952.75 20 0 0 953.00 3,700 465 465 954.00 32,300 18,000 18,465 955.00 63,800 48,050 66,515 956.00 91,550 77,675 144,190 Device Routing Invert Outlet Devices 1 Discarded 952.75'0.060 in/hr Exfiltration over Surface area 2 Primary 946.68'42.0" Round RCP_Round 42" L= 500.0' Ke= 0.500 Inlet / Outlet Invert= 946.68' / 944.18' S= 0.0050 '/' Cc= 0.900 n= 0.013, Flow Area= 9.62 sf 3 Device 2 953.18'8.7' long Sharp-Crested Vee/Trap Weir Cv= 2.62 (C= 3.28) Discarded OutFlow Max=0.00 cfs @ 0.00 hrs HW=0.00' (Free Discharge) 1=Exfiltration ( Controls 0.00 cfs) Primary OutFlow Max=0.00 cfs @ 0.00 hrs HW=0.00' (Free Discharge) 2=RCP_Round 42" ( Controls 0.00 cfs) 3=Sharp-Crested Vee/Trap Weir ( Controls 0.00 cfs) 570816 Snowmelt_10d_100yr Snow Rainfall=7.20", AMC=421602 - PROPOSED-skimmer-Snow Printed 1/11/2023PreparedbyLoucks & Associates Page46HydroCAD® 10.20-2d s/n 02676 © 2021 HydroCAD Software Solutions LLC Stage-Area-Storage for Pond WET1-void: Elevation feet) Surface sq-ft) Storage cubic-feet) 952.75 20 0 952.80 756 19 952.85 1,492 76 952.90 2,228 169 952.95 2,964 298 953.00 3,700 465 953.05 5,130 686 953.10 6,560 978 953.15 7,990 1,342 953.20 9,420 1,777 953.25 10,850 2,284 953.30 12,280 2,862 953.35 13,710 3,512 953.40 15,140 4,233 953.45 16,570 5,026 953.50 18,000 5,890 953.55 19,430 6,826 953.60 20,860 7,833 953.65 22,290 8,912 953.70 23,720 10,062 953.75 25,150 11,284 953.80 26,580 12,577 953.85 28,010 13,942 953.90 29,440 15,378 953.95 30,870 16,886 954.00 32,300 18,465 954.05 33,875 20,119 954.10 35,450 21,853 954.15 37,025 23,664 954.20 38,600 25,555 954.25 40,175 27,524 954.30 41,750 29,572 954.35 43,325 31,699 954.40 44,900 33,905 954.45 46,475 36,189 954.50 48,050 38,553 954.55 49,625 40,994 954.60 51,200 43,515 954.65 52,775 46,114 954.70 54,350 48,793 954.75 55,925 51,549 954.80 57,500 54,385 954.85 59,075 57,299 954.90 60,650 60,292 954.95 62,225 63,364 955.00 63,800 66,515 955.05 65,187 69,740 955.10 66,575 73,034 955.15 67,962 76,397 955.20 69,350 79,830 955.25 70,738 83,332 955.30 72,125 86,904 Elevation feet) Surface sq-ft) Storage cubic-feet) 955.35 73,513 90,545 955.40 74,900 94,255 955.45 76,288 98,035 955.50 77,675 101,884 955.55 79,062 105,802 955.60 80,450 109,790 955.65 81,837 113,847 955.70 83,225 117,974 955.75 84,613 122,170 955.80 86,000 126,435 955.85 87,388 130,770 955.90 88,775 135,174 955.95 90,163 139,647 956.00 91,550 144,190 571817 Table ofContents21602 - PROPOSED-skimmer-Snow Printed 1/11/2023PreparedbyLoucks & Associates HydroCAD® 10.20-2d s/n 02676 © 2021 HydroCAD Software Solutions LLC TABLE OF CONTENTS Project Reports 1 Routing Diagram 2 Rainfall Events Listing (selected events) 3 Area Listing (all nodes) Snow Event 4 Subcat 500: (new Subcat) 5 Subcat 501: 6 Subcat BLDG: 7 Subcat COULTER: 8 Subcat CR-N: 9 Subcat CR-S: 10 Subcat D-NORTH: 11 Subcat D-SOUTH: 12 Subcat DO-NO: 13 Subcat N-SITE: 14 Subcat N100: 15 Subcat O-CRK: 16 Subcat O-DTCH: 17 Subcat S-C: 18 Subcat S-SITE: 19 Subcat W1: 20 Subcat W100: 21 Subcat W110: 22 Subcat W1D: 23 Subcat W2M: 24 Reach COULT BLVD: 25 Reach CR: 26 Reach CR-NORTH: 27 Reach CR-SOUTH: 28 Reach SITE: 29 Pond Ditch: (new Pond) 31 Pond N-POND: 34 Pond North: 36 Pond P5: 38 Pond S-POND: 41 Pond TANK: 43 Pond WET1: (new Pond) 45 Pond WET1-void: 572818 Appendix Project Information Calculator Version:Version 4: July 2020 Project Name:XCEL User Name / Company Name: Date: Project Description: Construction Permit?:No Site Information Retention Requirement (inches):1.1 Site's Zip Code:55317 Annual Rainfall (inches):29.9 Phosphorus EMC (mg/l):0.3 TSS EMC (mg/l):54.5 Total Site Area Land Cover A Soils acres) B Soils acres) C Soils acres) D Soils acres) Total acres) Forest/Open Space -Undisturbed, protected forest/open space or reforested land 0 Managed Turf -disturbed, graded for yards or other turf to be mowed/managed 15.746 15.746 Impervious Area (acres) 0 Total Area (acres) 15.746 Site Areas Routed to BMPs Land Cover A Soils acres) B Soils acres) C Soils acres) D Soils acres) Total acres) Forest/Open Space -Undisturbed, protected forest/open space or reforested land 0 Managed Turf -disturbed, graded for yards or other turf to be mowed/managed 15.746 15.746 Impervious Area (acres) Total Area (acres) 15.746 574820 Summary Information Performance Goal Requirement Performance goal volume retention requirement: ft3 Volume removed by BMPs towards performance goal: ft³ Percent volume removed towards performance goal % Annual Volume and Pollutant Load Reductions Post development annual runoff volume 8.8276 acre-ft Annual runoff volume removed by BMPs: 0.1054 acre-ft Percent annual runoff volume removed: 1 % Post development annual particulate P load:3.9618 lbs Annual particulate P removed by BMPs: 0.047 lbs Post development annual dissolved P load: 3.242 lbs Annual dissolved P removed by BMPs: 0.039 lbs Total P removed by BMPs 0.086 lbs Percent annual total phosphorus removed: 1 % Post development annual TSS load: 1308.6 lbs Annual TSS removed by BMPs:15.6 lbs Percent annual TSS removed: 1 % BMP Summary Performance Goal Summary BMP Name BMP Volume Capacity ft3) Volume Recieved ft3) Volume Retained ft3) Volume Outflow ft3) Percent Retained (%) 1 - Swale Side Slope 270 0 0 0 0 Annual Volume Summary BMP Name Volume From Direct Watershed acre-ft) Volume From Upstream BMPs acre-ft) Volume Retained acre-ft) Volume outflow acre-ft) Percent Retained 1 - Swale Side Slope 8.8276 0 0.1054 8.7222 1 Particulate Phosphorus Summary 575821 BMP Name Load From Direct Watershed lbs) Load From Upstream BMPs lbs) Load Retained lbs) Outflow Load lbs) Percent Retained (%) 1 - Swale Side Slope 3.9618 0 0.0473 3.9145 1 Dissolved Phosphorus Summary BMP Name Load From Direct Watershed lbs) Load From Upstream BMPs lbs) Load Retained lbs) Outflow Load lbs) Percent Retained (%) 1 - Swale Side Slope 3.2415 0 0.0387 3.2028 1 Total Phosphorus Summary BMP Name Load From Direct Watershed lbs) Load From Upstream BMPs lbs) Load Retained lbs) Outflow Load lbs) Percent Retained (%) 1 - Swale Side Slope 7.2033 0 0.086 7.1173 1 TSS Summary BMP Name Load From Direct Watershed lbs) Load From Upstream BMPs lbs) Load Retained lbs) Outflow Load lbs) Percent Retained (%) 1 - Swale Side Slope 1308.6 0 15.62 1292.98 1 BMP Schematic 576822 577823 Project Information Calculator Version:Version 4: July 2020 Project Name:XCEL User Name / Company Name: Date: Project Description: Construction Permit?:No Site Information Retention Requirement (inches):1.1 Site's Zip Code:55317 Annual Rainfall (inches):29.9 Phosphorus EMC (mg/l):0.3 TSS EMC (mg/l):54.5 Total Site Area Land Cover A Soils acres) B Soils acres) C Soils acres) D Soils acres) Total acres) Forest/Open Space -Undisturbed, protected forest/open space or reforested land 0 0 Managed Turf -disturbed, graded for yards or other turf to be mowed/managed 0 5.574 5.574 Impervious Area (acres) 9.387 Total Area (acres) 14.961 Site Areas Routed to BMPs Land Cover A Soils acres) B Soils acres) C Soils acres) D Soils acres) Total acres) Forest/Open Space -Undisturbed, protected forest/open space or reforested land 0 Managed Turf -disturbed, graded for yards or other turf to be mowed/managed 5.574 5.574 Impervious Area (acres) 9.387 Total Area (acres) 14.961 578824 Summary Information Performance Goal Requirement Performance goal volume retention requirement: 37482 ft3 Volume removed by BMPs towards performance goal: 10723 ft³ Percent volume removed towards performance goal 29 % Annual Volume and Pollutant Load Reductions Post development annual runoff volume 23.1228 acre-ft Annual runoff volume removed by BMPs: 8.9196 acre-ft Percent annual runoff volume removed: 39 % Post development annual particulate P load:10.3775 lbs Annual particulate P removed by BMPs: 9.358 lbs Post development annual dissolved P load: 8.491 lbs Annual dissolved P removed by BMPs: 3.692 lbs Total P removed by BMPs 13.05 lbs Percent annual total phosphorus removed: 69 % Post development annual TSS load: 3427.7 lbs Annual TSS removed by BMPs:3090.8 lbs Percent annual TSS removed: 90 % BMP Summary Performance Goal Summary BMP Name BMP Volume Capacity ft3) Volume Recieved ft3) Volume Retained ft3) Volume Outflow ft3) Percent Retained (%) 1 - Harvest and re-use/Cistern 4813 7355 4813 2542 65 0 - Harvest and re-use/Cistern 5910 18514 5910 12604 32 1 - Constructed stormwater pond 0 14155 0 14155 0 2 - Constructed stormwater pond 0 18514 0 18514 0 Annual Volume Summary BMP Name Volume From Direct Watershed acre-ft) Volume From Upstream BMPs acre-ft) Volume Retained acre-ft) Volume outflow acre-ft) Percent Retained 1 - Harvest and re-use/Cistern 3.9242 0 2.3477 1.5765 60 0 - Harvest and re-use/Cistern 0 12.0601 6.5718 5.4883 54 1 - Constructed stormwater pond 8.7149 0 0 8.7149 0 2 - Constructed stormwater pond 10.4837 1.5764 0 12.0601 0 579825 Particulate Phosphorus Summary BMP Name Load From Direct Watershed lbs) Load From Upstream BMPs lbs) Load Retained lbs) Outflow Load lbs) Percent Retained (%) 1 - Harvest and re-use/Cistern 1.7612 0 1.0537 0.7075 60 0 - Harvest and re-use/Cistern 0 0.866 0.4719 0.3941 54 1 - Constructed stormwater pond 3.9113 0 3.2855 0.6258 84 2 - Constructed stormwater pond 4.7051 0.7075 4.5466 0.866 84 Dissolved Phosphorus Summary BMP Name Load From Direct Watershed lbs) Load From Upstream BMPs lbs) Load Retained lbs) Outflow Load lbs) Percent Retained (%) 1 - Harvest and re-use/Cistern 1.4409 0 0.862 0.5789 60 0 - Harvest and re-use/Cistern 0 4.0742 2.2201 1.8541 54 1 - Constructed stormwater pond 3.2001 0 0.256 2.9441 8 2 - Constructed stormwater pond 3.8496 0.5789 0.3543 4.0742 8 Total Phosphorus Summary BMP Name Load From Direct Watershed lbs) Load From Upstream BMPs lbs) Load Retained lbs) Outflow Load lbs) Percent Retained (%) 1 - Harvest and re-use/Cistern 3.2021 0 1.9157 1.2864 60 0 - Harvest and re-use/Cistern 0 4.9402 2.692 2.2482 54 1 - Constructed stormwater pond 7.1114 0 3.5415 3.5699 46 2 - Constructed stormwater pond 8.5547 1.2864 4.9009 4.9402 46 TSS Summary BMP Name Load From Direct Watershed lbs) Load From Upstream BMPs lbs) Load Retained lbs) Outflow Load lbs) Percent Retained (%) 1 - Harvest and re-use/Cistern 581.72 0 348.03 233.69 60 0 - Harvest and re-use/Cistern 0 286.05 155.88 130.17 54 1 - Constructed stormwater pond 1291.9 0 1085.2 206.7 84 2 - Constructed stormwater pond 1554.1 233.69 1501.74 286.05 84 BMP Schematic 580826 581827 582828 583829 584830 585831 586832 Appendix 40163 UPD.C COMM 952.21 40165 UPD.C 952.10 45219 FNB B 948.62 888888888888888888888888888888888888888888888888PROPOSED BUILDING LOWER LEVEL=952.50 LEVEL 1=974.50 PROPOSED BUILDING FFE=952.50 COLD STORAGE BUILDING FFE=952.50 COLD STORAGE BUILDING FFE=952.50 COLD STORAGE BUILDING FFE=952.50 951 951 952 952 952 953 954 9559 5 4 955954956957958 960961962961962963 960959961962963955953954956957958960956957958959961962963964960959961962960958959961962963964965961962963964965964960958959961962 963951952955953954 956 9559 5 2 95395495495 4 95695 5 953 95 4 970 971 972 973 974 967 968 969 952953954955960965954956957958959961962963964966967968 960956 957958959 952951952952952952960 965 958 959 961 962 963 964 966 967 968 969 965961962963964966955960956957958959961962970 971 972 973 951952951952952 95195 1 95 2 952 96 0965 970 95795895 996 1 9 6 2 9639649669679689699 7 1 9 7 2 9 7 3974 965966967968970 975 966967968969 971972973974 976977978979 970975969971972973974976977978 945 950 955 960 965 943944 946 947948949 951952953954 956957958959 961 962 963 964 94 0 9 4 5 9419429439 4 4 9 4 6 9359 4 0 9339349 3 6 9 3 7 9 3 8 9 3 9 9 41942 945950943944946947948949951940945941942943944946945942943944946935940933934936937938939941945950942943944946947948949951952945 942 943 9449469459 43944946 8 88940938939941942930935931932933934936937938939 95488888951952955 95 6 95 7 955956957958955955956955 953 954956972973974952 888950947948949 951952953 8888 888N SCALE IN FEET 0 50 100 NORTH KEY PLAN DRAWING NUMBER DRAWING TITLE CLIENT Title: Nathan W. Ekhoff - LA Registration Number: 58688 Date: XX/XX/XXXX By: Title: Landscape Architect 4201 cedar avenue so. - minneapolis, MN 55407 tel. (612) 904-1332 - fax (612) 904-7366 NOT F O R C O N S T R U C TI O N PROJECT NUMBER 21602.0A REVISION DATE DESCRIPTION BY 1891 Arboretum Boulevard Chanhassen, MN 55317 Xcel Energy Service Center Chanhassen I hereby certify that this drawing was prepared by me or under my direct supervision and that I am a duly licensed Landscape Architect under the laws of the State of Minnesota. Title: Zachary B. Moen - PE Registration Number: 58688 Date: XX/XX/XXXX By: Title: Professional Engineer I hereby certify that this drawing was prepared by me or under my direct supervision and that I am a duly licensed Professional Engineer under the laws of the State of Minnesota. LOUCKS PROJECT NO. 21602 10/25/2022 WATERSHED SUBMITTAL 11/16/2022 TEP SUBMITTAL 11/16/2022 SCHEMATIC DESIGN PACKAGE 12/05/2022 SD PACKAGE ADDENDUM 01/12/2023 CITY SUBMISSION H2-2 REUSE IRRIGATION AREAS NOTE: EXISTING CONDITIONS INFORMATION SHOWN IS FROM AN ALTA/NSPS LAND TITLE SURVEY PREPARED BY LOUCKS, DATED 03/24/2022. PARKING STALL COUNT ACCESSIBLE PARKING STALL 2 LEGEND CATCH BASIN STORM SEWER SANITARY SEWER WATERMAIN STORM MANHOLE SANITARY MANHOLE HYDRANT GATE VALVE SPOT ELEVATION SIGN LIGHT POLE POWER POLE WATER MANHOLE / WELL CONTOUR CONCRETE CURB UNDERGROUND ELECTRIC CONCRETE TELEPHONE PEDESTAL UNDERGROUND TELEPHONE UNDERGROUND GAS OVERHEAD UTILITY CHAIN LINK FENCE BUILDING RETAINING WALL NO PARKING UNDERGROUND FIBER OPTIC SANITARY SEWER SERVICE WATER SERVICE ELECTRIC METER GAS METER TREE LINE EXISTING PROPOSED 972 DRAINTILE FORCEMAIN 373PARKING SETBACK LINE BUILDING SETBACK LINE 2 FENCE FLARED END SECTION POST INDICATOR VALVE BENCHMARK SOIL BORING 3DIRECTION OF FLOW 1.0% 972.5 IRRIGATION IRRIGATION AREA= 3.24 ACRES PROPOSED DISTURBED AREA: IMPERVIOUS SURFACE: 412,078 SF 0.55" VOLUME: 18,887 CF TREE CANOPY: 398 CF IRRIGATION REUSE: 3.24 ACRES 588834 39 ID 16 SG 86 ARJ 11 SKH 28 GF 1 AE 28 GF 1 AE 48 DH 1 AE 12 GF 1 GD2 1 SKH 4 TH 2 GB2 2 AE 8 TH 2 GB2 2 AE 4 TH 30 RD 3 AE 4 CSO 5 GD2 16 QA 5 GD2 3 AE 3 AG 27 TS 12 SG 48 ARJ 18 AC 18 AC 18 AC 18 AC 3 NR 8 RB 4 CSO 10 CSO 30 FLM 3 NR 3 QB 4 PC 4 PC 9 AMG 9 AMG 3 AG 3 KC 5 PW2 3 BS 2 KC 9 BS 9 SGM 120 FG 33 SG 15 GF 42 AC 49 AC 2 RB 48 DH 1 AE 28 GF 1 GD2 4 NP 30 DH 42 DH 42 DH 6 SKH 120 GF 7 GD2 48 GF 48 FG 16 GF 40163 UPD.C COMM 952.21 40165 UPD.C 952.10 45219 FNB B 948.62 NOPARKINGNO PARKING NO PARKING PROPOSED BUILDING LOWER LEVEL=952.50 LEVEL 1=974.50 PROPOSED BUILDING FFE=952.50 COLD STORAGE BUILDING FFE=952.50 COLD STORAGE BUILDING FFE=952.50 COLD STORAGE BUILDING FFE=952.50 N SCALE IN FEET 0 50 100 NORTH KEY PLAN DRAWING NUMBER DRAWING TITLE CLIENT 4201 cedar avenue so. - minneapolis, MN 55407 tel. (612) 904-1332 - fax (612) 904-7366 NOT F O R C O N S T R U C TI O N PROJECT NUMBER 21602.0A REVISION DATE DESCRIPTION BY 1891 Arboretum Boulevard Chanhassen, MN 55317 Xcel Energy Service Center Chanhassen Title: Zachary B. Moen - PE Registration Number: 58688 Date: XX/XX/XXXX By: Title: Professional Engineer I hereby certify that this drawing was prepared by me or under my direct supervision and that I am a duly licensed Professional Engineer under the laws of the State of Minnesota. LOUCKS PROJECT NO. 21602 10/25/2022 WATERSHED SUBMITTAL 11/16/2022 TEP SUBMITTAL 11/16/2022 SCHEMATIC DESIGN PACKAGE 12/05/2022 SD PACKAGE ADDENDUM 01/13/2023 CITY SUBMITTAL H2-3 TREE CANOPY COVERAGE NOTE: EXISTING CONDITIONS INFORMATION SHOWN IS FROM AN ALTA/NSPS LAND TITLE SURVEY PREPARED BY LOUCKS, DATED 03/24/2022. PARKING STALL COUNT ACCESSIBLE PARKING STALL 2 LEGEND CATCH BASIN STORM SEWER SANITARY SEWER WATERMAIN STORM MANHOLE SANITARY MANHOLE HYDRANT GATE VALVE SPOT ELEVATION SIGN LIGHT POLE POWER POLE WATER MANHOLE / WELL CONTOUR CONCRETE CURB UNDERGROUND ELECTRIC CONCRETE TELEPHONE PEDESTAL UNDERGROUND TELEPHONE UNDERGROUND GAS OVERHEAD UTILITY CHAIN LINK FENCE BUILDING RETAINING WALL NO PARKING UNDERGROUND FIBER OPTIC SANITARY SEWER SERVICE WATER SERVICE ELECTRIC METER GAS METER TREE LINE EXISTING PROPOSED 972 DRAINTILE FORCEMAIN 373PARKING SETBACK LINE BUILDING SETBACK LINE 2 FENCE FLARED END SECTION POST INDICATOR VALVE BENCHMARK SOIL BORING 3DIRECTION OF FLOW 1.0% 972.5 Gopher State One Call WARNING: THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND / OR RELOCATION OF LINES. THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. TREE TYPES BROADLEAF DECIDUOUS (OVER IMPERVIOUS SURFACES) CONIFEROUS (OVER IMPERVIOUS SURFACES) 589835 1.Precipitation Station (pull- down menu) 2.Region (from Cell 1) 3. Surface (pull-down menu) 4. Tree Selection Tree Type Tree Size Minneapolis, MN Midwest Impervious CEL Coniferous Evegreen Large 5.Unit Reduction (cf/inch rainfall/inch DBH) (based on cells 2-4) 0.2512 6. Representative Storm inches) 0.7300 7. Number of Trees Planted Typical DBH (inches) for Guidance) 8. DBH (inches) Tree Canopy Area (sf) Suggested) 9. Tree Canopy Area (sf) Entered) 5 21.40 16 3701 500 10. Runoff Reduction for the Representative Storm (cf) 11. Base CN 12. "Base" Runoff in the Area Beneath the Tree Canopy (cf) 13. Runoff for the Representative Storm (cf) 14. Runoff In Inches 15. Adjusted Curve Number 14.7 97.91 23.10 8.43 0.2023 87.16 90th Percentile Storm Event (for Guidance) 16. Design Storm (inches) 17. Runoff from the Area Below the Tree Canopy (cf) 1.048 1.4 50.16 Land Cover Type (Site Area) 18a-e. Site Areas (sf) 19. Site Curve Number 20. Site Level Runoff Without Trees (cf) Grass - HSG A 97.91 50.16 Grass - HSG B Grass - HSG C Grass - HSG D Impervious Cover 500 Total 500 21. Runoff Volume for the Design Storm with Trees (cf) 22. Runoff Reduction Volume (cf) 26.18 24.0 23a.TN Concentration (mg/L) 23b.TP Concentration (mg/L) 23c.TSS Concentration mg/L) 1.45 0.25 140 24a.TN Load Reduction (lbs) 24b. TP Load Reduction (lbs) 24c.TSS Load Reduction (lbs) 0.0022 0.0004 0.2095 25. Canopy Scale 47.80% 26. Site Scale 47.80% Reductions Step 1: Enter Tree Type and Site Data Step 2: Calculate Unit Runoff Reduction Step 4: Enter the tree DBH, number of trees, canopy area and DBH Step 7: Calculate the runoff reduction volume for the design storm Step 8: Calculate the TN, TP and TSS reductions in urban runoff for the Design Storm (Cells 24a-c calculated from cell 22 and corresponding cells in 23a-c) Step 3: Identify the Representative Storm for this location Step 5: Calculate the Runoff Reductiion Volume for the Repesentative Storm, and calculate a revised curve number for the treed area. Step 9: Represent as Percentages Step 6: Calculate "Non-Tree" Runoff Volumes at the site and canopy scales for the Design Storm 590836 1.Precipitation Station (pull- down menu) 2.Region (from Cell 1) 3. Surface (pull-down menu) 4. Tree Selection Tree Type Tree Size Minneapolis, MN Midwest Impervious BDL Broadleaf Deciduous Large 5.Unit Reduction (cf/inch rainfall/inch DBH) (based on cells 2-4) 0.2182 6. Representative Storm inches) 0.7300 7. Number of Trees Planted Typical DBH (inches) for Guidance) 8. DBH (inches) Tree Canopy Area (sf) Suggested) 9. Tree Canopy Area (sf) Entered) 86 16.20 16 77165 7335 10. Runoff Reduction for the Representative Storm (cf) 11. Base CN 12. "Base" Runoff in the Area Beneath the Tree Canopy (cf) 13. Runoff for the Representative Storm (cf) 14. Runoff In Inches 15. Adjusted Curve Number 219.2 97.91 338.90 119.71 0.1958 86.75 90th Percentile Storm Event (for Guidance) 16. Design Storm (inches) 17. Runoff from the Area Below the Tree Canopy (cf) 1.048 1.4 735.91 Land Cover Type (Site Area) 18a-e. Site Areas (sf) 19. Site Curve Number 20. Site Level Runoff Without Trees (cf) Grass - HSG A 97.91 735.91 Grass - HSG B Grass - HSG C Grass - HSG D Impervious Cover 7335 Total 7335 21. Runoff Volume for the Design Storm with Trees (cf) 22. Runoff Reduction Volume (cf) 375.56 360.4 23a.TN Concentration (mg/L) 23b.TP Concentration (mg/L) 23c.TSS Concentration mg/L) 1.45 0.25 140 24a.TN Load Reduction (lbs) 24b. TP Load Reduction (lbs) 24c.TSS Load Reduction (lbs) 0.0326 0.0056 3.1480 25. Canopy Scale 48.97% 26. Site Scale 48.97% Reductions Step 1: Enter Tree Type and Site Data Step 2: Calculate Unit Runoff Reduction Step 4: Enter the tree DBH, number of trees, canopy area and DBH Step 7: Calculate the runoff reduction volume for the design storm Step 8: Calculate the TN, TP and TSS reductions in urban runoff for the Design Storm (Cells 24a-c calculated from cell 22 and corresponding cells in 23a-c) Step 3: Identify the Representative Storm for this location Step 5: Calculate the Runoff Reductiion Volume for the Repesentative Storm, and calculate a revised curve number for the treed area. Step 9: Represent as Percentages Step 6: Calculate "Non-Tree" Runoff Volumes at the site and canopy scales for the Design Storm 591837 Truck Wash Demand Average Daily Use Based Time (min)GPM Gallons/Wash Uses/Day GPD Notes: Chassis Wash 1.5 30 45 32 1440 Assumes 90 seconds for truck entrance. Chassis spray heads = 30 gpm. Tank is 4000 gallons - tank is emptied once daily with a 100 gpm pump Hotsy Main Bay 20 4 80 32 2560 2" hose reel for manual 10 15 150 3 450 Volume wash with 2" hose. Occasional use. 2" exterior fill line 10 15 150 0 0 4,450 Total GPD 5 Days 22,250 Total Gallon per Week 1 592838 Assumes90secondsfortruckentrance. Chassisspray heads = 30 gpm. Tankis4000gallons - tankisemptiedoncedailywith a 100 gpm pump 1 593839 Appendix 3506 5 STC 3 0 R C P 945.1535068 STC 1 2 R C P 944.0 3 40163 UPD.C COMM 952.21 40165 UPD.C 952.10444444444444 888888888888888888888888888888888888888888888888NOPARKINGNO PARKING NO PARKING PROPOSED BUILDING LOWER LEVEL=952.50 LEVEL 1=974.50 PROPOSED BUILDING FFE=952.50 COLD STORAGE BUILDING FFE=952.50 COLD STORAGE BUILDING FFE=952.50 COLD STORAGE BUILDING FFE=952.50 951 951 952 952 952 953 954 955954955954956957958 960961962961962963 960959961962963955953954956957958960956957958959961962963964960959961962960958959961962963964965961962963964965964960958959961962 963951952955953954 956 9559 5 2 95395495495 4 95695 5 953 95 4 970 971 972 973 974 967 968 969 952953954955960965954956957958959961962963964966967968 960956 957958959 952951952952952952960 965 958 959 961 962 963 964 966 967 968 969 965961962963964966955960956957958959961962970 971 972 973 951952951952952 9519 5 1 95 2 952 96 0965 970 9579 5 8 95 996 1 9 6 2 9639649669679689699 7 1 9 7 2 9 7 3974 965966967968970 975 966967968969 971972973974 976977978979 970975969971972973974976977978 945 950 955 960 965 943944 946 947948949 951952953954 956957958959 961 962 963 964 94 0 9 4 5 9 419429439 4 4 9 4 6 9359 4 0 9339349 3 6 9 3 7 9 3 8 9 3 9 9 41942 945950943944946947948949951940945941942943944946945942943944946935940933934936937938939941945950942943944946947948949951952945 942 943 94494694594 3944946 8 88940938939941942930935931932933934936937938939 95488888951952955 95 6 95 7 955956957958955955956955 953 954956972973974952 8884444950 947 948949 951952953 100-YR FILL AREA FOR SW WETLAND 100-YR FILL AREA FOR NE WETLAND NORTH SWALE COMPENSATORY STORAGE AREA FOR WETLANDS 100-YR FILL AREA FOR NE WETLAND SOUTH SWALE COMPENSATORY STORAGE AREA FOR CREEK 100-YR FILL AREA FOR CREEK N SCALE IN FEET 0 50 100 NORTH KEY PLAN DRAWING NUMBER DRAWING TITLE CLIENT 4201 cedar avenue so. - minneapolis, MN 55407 tel. (612) 904-1332 - fax (612) 904-7366 NOT F O R C O N S T R U C TI O N PROJECT NUMBER 21602.0A REVISION DATE DESCRIPTION BY 1891 Arboretum Boulevard Chanhassen, MN 55317 Xcel Energy Service Center Chanhassen Title: Zachary B. Moen - PE Registration Number: 58688 Date: XX/XX/XXXX By: Title: Professional Engineer I hereby certify that this drawing was prepared by me or under my direct supervision and that I am a duly licensed Professional Engineer under the laws of the State of Minnesota. LOUCKS PROJECT NO. 21602 10/25/2022 WATERSHED SUBMITTAL 11/16/2022 TEP SUBMITTAL 11/16/2022 SCHEMATIC DESIGN PACKAGE 12/05/2022 SD PACKAGE ADDENDUM 01/13/2023 CITY SUBMITTAL H4-1 EARTHWORK ANALYSIS NOTE: EXISTING CONDITIONS INFORMATION SHOWN IS FROM AN ALTA/NSPS LAND TITLE SURVEY PREPARED BY LOUCKS, DATED 03/24/2022. PARKING STALL COUNT ACCESSIBLE PARKING STALL 2 LEGEND CATCH BASIN STORM SEWER SANITARY SEWER WATERMAIN STORM MANHOLE SANITARY MANHOLE HYDRANT GATE VALVE SPOT ELEVATION SIGN LIGHT POLE POWER POLE WATER MANHOLE / WELL CONTOUR CONCRETE CURB UNDERGROUND ELECTRIC CONCRETE TELEPHONE PEDESTAL UNDERGROUND TELEPHONE UNDERGROUND GAS OVERHEAD UTILITY CHAIN LINK FENCE BUILDING RETAINING WALL NO PARKING UNDERGROUND FIBER OPTIC SANITARY SEWER SERVICE WATER SERVICE ELECTRIC METER GAS METER TREE LINE EXISTING PROPOSED 972 DRAINTILE FORCEMAIN 373PARKING SETBACK LINE BUILDING SETBACK LINE 2 FENCE FLARED END SECTION POST INDICATOR VALVE BENCHMARK SOIL BORING 3DIRECTION OF FLOW 1.0% 972.5 EARTHWORK ANALYSIS DENOTES FILL DEPTH (FT) DENOTES CUT DEPTH (FT) 595841 444444444488888888888888888888PROPOSED BUILDING FFE=952.50 9529529529529529519529519 5 1 95 2 952 94 0 94 1 95188940938939941930935931932933934936937938939 95195240163 UPD.C COMM 952.21 40165 UPD.C 952.104444488888888 COLD STORAGE BUILDING FFE=952.50 951 952 952 953 954 955954955954956957958 960961962952951952940945941942943944946945942943944946935940933934936937938939941945950942943944946947948949951952945 942 943 944946940938939941942 888844444950 947 948949 951 952 953 8888888888888888888888888888COLD STORAGE BUILDING FFE=952.50 952 955953954 956 9559 5 2 9 5 3 9 5 495495 4 95 5 953 954 970 971 972 967 968 969 952953954955960965954956957958959961962963964966967968 960956 957958959 952951952960 965 958 959 961 962 963 964 966 967 968 969 965961962963964966960959961962970 971 8888888951952955 95 6 95 7 955956957958955955 953 954956972973974952 NORTH KEY PLAN DRAWING NUMBER DRAWING TITLE CLIENT 4201 cedar avenue so. - minneapolis, MN 55407 tel. (612) 904-1332 - fax (612) 904-7366 NOT F O R C O N S T R U C TI O N PROJECT NUMBER 21602.0A REVISION DATE DESCRIPTION BY 1891 Arboretum Boulevard Chanhassen, MN 55317 Xcel Energy Service Center Chanhassen Title: Zachary B. Moen - PE Registration Number: 58688 Date: XX/XX/XXXX By: Title: Professional Engineer I hereby certify that this drawing was prepared by me or under my direct supervision and that I am a duly licensed Professional Engineer under the laws of the State of Minnesota. LOUCKS PROJECT NO. 21602 10/25/2022 WATERSHED SUBMITTAL 11/16/2022 TEP SUBMITTAL 11/16/2022 SCHEMATIC DESIGN PACKAGE 12/05/2022 SD PACKAGE ADDENDUM 01/13/2023 CITY SUBMITTAL H4-2 EARTHWORK ANALYSIS NOTE: EXISTING CONDITIONS INFORMATION SHOWN IS FROM AN ALTA/NSPS LAND TITLE SURVEY PREPARED BY LOUCKS, DATED 03/24/2022. PARKING STALL COUNT ACCESSIBLE PARKING STALL 2 LEGEND CATCH BASIN STORM SEWER SANITARY SEWER WATERMAIN STORM MANHOLE SANITARY MANHOLE HYDRANT GATE VALVE SPOT ELEVATION SIGN LIGHT POLE POWER POLE WATER MANHOLE / WELL CONTOUR CONCRETE CURB UNDERGROUND ELECTRIC CONCRETE TELEPHONE PEDESTAL UNDERGROUND TELEPHONE UNDERGROUND GAS OVERHEAD UTILITY CHAIN LINK FENCE BUILDING RETAINING WALL NO PARKING UNDERGROUND FIBER OPTIC SANITARY SEWER SERVICE WATER SERVICE ELECTRIC METER GAS METER TREE LINE EXISTING PROPOSED 972 DRAINTILE FORCEMAIN 373PARKING SETBACK LINE BUILDING SETBACK LINE 2 FENCE FLARED END SECTION POST INDICATOR VALVE BENCHMARK SOIL BORING 3DIRECTION OF FLOW 1.0% 972.5 EARTHWORK ANALYSIS DENOTES FILL DEPTH (FT) DENOTES CUT DEPTH (FT) EARTHWORK ANALYSIS (NE WETLAND SWALE FILL) N SCALE IN FEET 0 40 80 EARTHWORK ANALYSIS (SW WETLAND FILL) N SCALE IN FEET 0 40 80 EARTHWORK ANALYSIS (CREEK FILL) N SCALE IN FEET 0 40 80 596842 Appendix 3506 5 STC 3 0 R C P 945.1535068 STC 1 2 R C P 944.0 3 40163 UPD.C COMM 952.21 40165 UPD.C 952.10 45219 FNB B 948.62 40137 VHA 4 940.61 40447 OHU E J40446 955.52 40970 STRM INV 24"RCP 920.18 40374 WET B 2-1 955.03 40375 WET 2-2 954.4240376 WET 2-3 954.23 40377 WET 2-4 953.88 40378 WET 2-5 952.70 40379 WET 2-6 952.94 40380 WET 2-7 952.77 40381 WET 2-8 952.64 40388 WET 2-9 951.90 40390 WET 2-10 951.15 40392 WET 2-11 950.84 40393 WET 2-13 950.15 40395 WET 2-14 949.50 40396 WET 2-15 949.25 40398 WET 2-16 948.75 40401 WET 2-17 948.57 40402 WET 2-18 948.54 40403 WET 2-19 948.90 40405 WET 2-20 949.26 40406 WET 2-21 949.64 40407 WET 2-22 949.90 40408 WET 2-23 950.64 40409 WET 2-24 950.41 40410 WET 2-25 950.79 40411 WET 2-26 951.87 40414 WET 2-27 952.56 40416 WET 2-28 952.55 40420 WET 2-29 952.91 40421 WET 2-30 953.42 40424 WET 2-31 953.49 40425 WET 2-32 953.78 41123 WET 2-33 953.86 41124 WET 2-34 954.22 41125 WET 2-35 954.99 41126 WET E 2-36 955.59 41128 WET B 1-1 954.74 41129 WET 1-2 954.33 41130 WET 1-3 953.04 41131 WET 1-4 953.49 41132 WET 1-5 954.56 41133 WET 1-6 954.72 41134 WET E F 1-7 954.78 35053 RIP B 946.8135054 RIP 945.15 35055 RIP 944.7935056RIP 944.45 35057 RIP 945.13 35058 RIP 945.00 35059 RIP 945.20 35060 RIP 944.92 35061 RIP 947.13 35062 RIP 948.77 35063 RIP F 948.06 EXISTING FLOOD ELEVATION: 946' AS PROVIDED BY RPBCWD FOR NORTH PORTION OF CREEK) EXISTING FLOOD ELEVATION: 929' AS PROVIDED BY RPBCWD FOR CENTER PORTION OF CREEK) EXISTING FLOOD ELEVATION: 924' AS PROVIDED BY RPBCWD FOR SOUTH PORTION OF CREEK) EXISTING WETLAND 100-YR HWL: 954.21 EXISTING WETLAND 100-YR HWL: 949.34 EXISTING WETLAND 100-YR HWL: 955.38 EXISTING WETLAND 100-YR HWL: 944.61 APPROXIMATE LOCATION OF ZONE A PER FEMA MAP NO. 27019C0227D APPROXIMATE LOCATION OF ZONE A PER FEMA MAP NO. 27019C0227D APPROXIMATE LOCATION OF ZONE A PER FEMA MAP NO. 27019C0227D EXISTING CREEK 100-YR AVERAGE DEPTH: 1.58' N SCALE IN FEET 0 50 100 NORTH KEY PLAN DRAWING NUMBER DRAWING TITLE CLIENT 4201 cedar avenue so. - minneapolis, MN 55407 tel. (612) 904-1332 - fax (612) 904-7366 NOT F O R C O N S T R U C TI O N PROJECT NUMBER 21602.0A REVISION DATE DESCRIPTION BY 1891 Arboretum Boulevard Chanhassen, MN 55317 Xcel Energy Service Center Chanhassen Title: Zachary B. Moen - PE Registration Number: 58688 Date: XX/XX/XXXX By: Title: Professional Engineer I hereby certify that this drawing was prepared by me or under my direct supervision and that I am a duly licensed Professional Engineer under the laws of the State of Minnesota. LOUCKS PROJECT NO. 21602 10/25/2022 WATERSHED SUBMITTAL 11/16/2022 TEP SUBMITTAL 11/16/2022 SCHEMATIC DESIGN PACKAGE 12/05/2022 SD PACKAGE ADDENDUM 01/13/2023 CITY SUBMITTAL H5-1 EXISTING FLOOD MAP NOTE: EXISTING CONDITIONS INFORMATION SHOWN IS FROM AN ALTA/NSPS LAND TITLE SURVEY PREPARED BY LOUCKS, DATED 03/24/2022. Gopher State One Call WARNING: THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND / OR RELOCATION OF LINES. THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. ASH LEGEND CATCH BASIN STORM SEWER SANITARY SEWER STORM MANHOLE SANITARY MANHOLE HYDRANT GATE VALVE SET 1/2 INCH X 14 INCH IRON MONUMENT, MARKED "LS 48988" SPOT ELEVATION SIGN LIGHT POLE POWER POLE CONTOUR CONCRETE CURB UNDERGROUND ELECTRIC CONCRETE TELEPHONE PEDESTAL UNDERGROUND TELEPHONE UNDERGROUND GAS OVERHEAD UTILITY EXISTING BUILDING RETAINING WALL NO PARKING UNDERGROUND FIBER OPTIC ELECTRIC METER TREE LINE DECIDUOUS TREE GUY WIRE 9 SCHEDULE B II ITEM ELECTRIC TRANSFORMER HAND HOLE FOUND 1/2 INCH OPEN IRON MONUMENT UNLESS SHOWN OTHERWISE CABLE TV PEDESTAL UTILITY PEDESTAL MAILBOX ELM CATULPA BASSWOOD BOXELDER HACKBERRY LOCUST OAK COTTONWOOD TREE (GENERAL) ELECTRIC OUTLET CURB STOP FLARED END SECTION WETLAND FLAG FOUND ALUMINUM DISC MAPPED SANITARY SEWER MAPPED WATERMAIN WATER LINE WETLAND AS DELINEATED BY CARLSON MCCAIN ON OCTOBER 19, 2021 598844 3506 5 STC 3 0 R C P 945.1535068 STC 1 2 R C P 944.0 3 40163 UPD.C COMM 952.21 40165 UPD.C 952.10 45180 GND 947.19 45181 GND 945.6245182 GND 947.42 45185 VLN B 946.74 45186 VLN 946.94 45187 GND 948.2545188 GND 949.73 45189 GND 950.26 45190 GND 950.25 45202 GND 953.27 45203 GND 952.36 45204 GND 950.29 45205 GND 952.00 45206 GND 950.86 45207 GND 952.50 45208 GND 953.26 45209 GND 952.22 45210 GND 951.06 45211 GND 950.2545212 GND 951.69 45215 GND 950.90 45216 GND 952.97 45217 GND 953.80 45218 GND 950.17 45219 FNB B 948.62 45220 VLN1 B 949.15 45221 GND 954.48 45222 GND 953.88 45223 GND 950.29 45224 VLN1 950.65 45225 GND 953.58 45226 VLN1 951.26 45227 GND 948.38 45228 VLN1 947.86 45229 GND 951.00 45230 GND 953.52 45231 GND 952.75 45232 GND 949.34 45233 VLN1 947.58 45234 GND 952.60 45235 GND 952.57 45236 GND 949.29 45237 GND 948.20 45238 VLN1 946.49 45239 GND 949.63 45240 GND 950.50 45241 VLN1 949.24 45242 GND 952.49 45243 GND 955.05 45244 GND 954.25 45245 GND 954.19 45246 GND 953.22 45247 GND 953.37 45248 GND 953.04 45249 GND 953.37 45250 GND 954.39 45251 GND 953.19 45252 GND 954.55 45253 GND 954.54 45254 GND 954.76 45255 GND 954.05 45256 GND 953.60 45257 GND 954.45 45258 GND 953.68 45259 GND 954.51 45260 GND 954.50 45261 GND 956.34 45313 GND 955.54 45314 GND 956.44 45315 GND 955.34 45316 GND 954.80 45317 GND 954.11 45318 GND 954.27 45319 GND 955.14 45320 GND 954.10 45321 GND 955.34 45322 GND 955.18 45323 GND 955.78 45324 GND 955.99 45325 GND 955.68 45326 GND 956.11 45369 GND 956.36 45370 GND 955.80 45371 GND 955.75 45373 GND 955.84 45374 GND 954.84 45375 GND 952.88 45376 GND 951.80 45377 GND 955.29 45378 GND 953.60 45379 GND 956.18 45380 GND 955.71 45389 954.62 45390 GND 954.14 45391 GND 956.32 45392 GND 956.40 45393 GND 957.05 45394 GND 956.44 45395 GND 956.44 45396 GND 954.44 45397 GND 953.76 45398 GND 952.22 45399 GND 951.00 45400 GND 954.11 45401 GND 953.70 45402 GND 955.87 45403 GND 955.55 45404 GND 956.78 45405 GND 956.00 45406 GND 953.04 45407 GND 951.68 45408 GND 950.44 45409 GND 951.55 45410 GND 950.94 45411 VLN1 950.05 40000 CGB B 967.44 40001 CGB AB 966.84 40002 CGB 965.52 40007 CL B AB 966.59 40008 CL 965.32 40009 CL 964.18 40010 CGB 963.79 40011 CGB AE 962.77 40012 CL AE 963.0240013 CL 961.94 40014 CGB 961.8640015CGB 960.85 40018 CL 961.2640019 CL 960.26 40020 CGB 959.92 40022 CGB 959.21 40023 CL 959.6340024 CL 958.45 40025 CL 958.10 40026 CGB 957.9840029 CGB 956.70 40030 CL 956.9540031CL 955.33 40036 CGB 954.8640037CGB 953.40 40039 CL 953.3140040 CL AB 951.35 40041 CGB AB 951.43 40042 CGB 949.77 40043 CGB AE AB 948.25 40044 CL 949.09 40046 CL 946.89 40047 CGB 946.30 40048 CGB 944.50 40049 CL 944.54 40050 CL 942.69 40051 CGB 942.15 40053 CGB 940.81 40056 CL 940.86 40058 CL 939.54 40059 CGB 939.72 40060 CGB 938.62 40061 CL 938.71 40062 CL 937.74 40063 CGB 937.58 40064 CGB 936.42 40065 CL 936.74 40066 CL AE 935.78 40068 CGB 935.48 40069 CGB AE 935.34 40070 CL 935.29 40071 CL 934.96 40072 CGB 934.90 40073 CGB 934.61 40078 CL 934.83 40079 CL 934.94 40080 CGB 934.71 40082 CGB 934.98 935.27 40108 CON 935.41 40109 CON1 935.56 40111 CON 935.30 40112 CON1 935.44 40113 CON1 935.42 40114 CON 935.20 40116 CON 935.17 40117 CON1 935.40 40118 CON1 935.45 40119 CON 935.17 40121 CON 935.56 40122 CON1 935.54 40123 CON1 E 936.03 40124 CON1 B 935.8140125 CON 935.80 40127 CON1 AB 936.44 40128 CON AB 936.40 40129 CON 937.46 40130 CON1 937.76 40131 CON1 AE 938.28 40132 CON AE 938.34 40134 CON1 939.42 40135 CON 939.52 40136 CON 940.6740137VHA4 940.61 40138 BIT E 940.54 40139 BIT E 940.85 40140 CON AB 941.30 40141 CON1 AB 941.26 40142 CON1 943.08 40143 CON 942.91 40145 CON 944.85 40146 CON1 945.71 40148 CON 947.16 40149 CON1 947.34 40150 CON1 949.15 40151 CON 949.14 40153 CON AE 950.74 40154 CON1 AE 950.92 40155 CON1 951.68 40156 CON1 951.82 40157 CON1 952.08 40162 CON1 952.05 40166 CON 951.54 40168 CON 953.72 40169 CON1 954.08 40171 CON 955.52 40172 CON1 955.72 40173 CON1 957.12 40174 CON 956.78 40176 CON 957.97 40177 CON1 958.30 40178 CON1 959.58 40179 CON 959.48 40182 CON 960.35 40183 CON1 960.47 40184 CON1 961.16 40185 CON 961.22 40186 CON 962.36 40188 CON1 962.21 40189 CON1 AB 962.87 40190 CON AB 962.72 40191 CON 964.00 40192 CON1 964.12 40194 CON 964.92 40195 CON1 965.06 40196 CON1 AE 966.47 40197 CON1 E 967.06 40198 CON AE 966.25 40199 CON E 967.00 40238 GND 936.38 40239 GND 943.86 40240 GND 945.95 40241 GND 944.60 40242 VLN B J45185 946.24 40243 VLN 945.41 40244 GND 946.02 40245 GND 946.33 40246 GND 945.83 40247 VLN 946.42 40248 VLN E J45186 947.85 40249 GND 947.78 40250 GND 950.01 40251 GND 947.15 40252 GND 946.92 40253 GND 949.44 40254 GND 949.88 40255 GND 950.58 40256 VLN B J45220 943.39 40257 VLN 939.53 40258 GND 940.59 40259 GND 944.38 40260 GND 947.46 40261 GND 943.39 40262 GND 939.32 40263 GND 941.51 40264 GND 937.73 40265 GND 938.83 40266 GND 940.18 40267 GND 942.15 40268 GND 936.51 40269 VLN 936.19 40270 GND 935.59 40271 VLN 934.77 40272 GND 933.20 40273 VLN 934.90 40274 GND 932.36 40275 GND 928.60 40276 GND 926.17 40277 GND 934.50 40278 GND 935.76 40279 GND 938.51 40280 GND 939.14 40281 GND 938.88 40282 GND 938.40 40283 GND 941.87 40284 GND 942.58 40285 GND 944.52 40286 GND 945.05 40287 GND 944.36 40288 GND 944.2440289 GND 945.24 40290 GND 944.50 40291 GND 945.28 40292 GND 945.20 40293 GND 945.01 40294 GND 934.54 40295 GND 934.79 40296 GND 934.42 40297 GND 936.01 40298 VLN 934.97 40299 GND 934.61 40300 GND 936.39 40301 GND 935.48 40302 VLN 935.60 40303 GND 935.94 40304 GND 929.89 40305 VLN 932.28 40306 VLN E 924.83 40307 GND 926.36 40308 GND 930.84 40309 GND 939.27 40310 GND 943.62 40311 GND 944.8040312 GND 944.4540313GND 944.34 40314 GND 944.48 40315 GND 944.03 40316 GND 943.95 40317 GND 943.23 40318 GND 942.28 40319 GND 941.71 40320 GND 943.09 40321 GND 939.55 40322 GND 936.40 40323 GND 931.6240325GND 938.96 40326 GND 937.29 40327 GND 936.92 40328 GND 936.12 40329 GND 964.59 40330 GND 964.93 40331 GND 964.69 40332 GND 963.60 40333 GND 961.89 40334 GND 962.70 40335 GND 965.21 40336 GND 966.08 40337 GND 967.30 40338 GND 965.55 40339 GND 964.00 40340 GND 965.48 40341 GND 961.48 40342 GND 960.56 40343 GND 958.65 40344 GND 958.98 40345 GND 958.32 40346 GND 956.36 40347 GND 957.21 40348 GND 956.17 40349 GND 959.49 40350 GND 962.87 40351 GND 962.66 40352 GND 964.81 40353 GND 965.05 40354 GND 961.62 40355 GND 962.77 40356 GND 965.20 40357 GND 964.61 40358 GND 963.20 40359 GND 961.67 40360 GND 961.20 40361 GND 959.85 40362 GND 958.88 40363 GND 957.58 40364 GND 958.83 40365 GND 957.21 40366 GND 958.31 40367 GND 957.42 40368 GND 957.43 40369 GND 955.96 40370 GND 954.74 40371 GND 953.92 40372 GND 953.18 40373 GND 953.07 40382 GND 953.91 40383 GND 954.57 40384 GND 954.67 40385 GND 955.55 40386 GND 956.04 40387 GND 952.86 40389 GND 952.37 40391 GND 951.52 40394 GND 950.75 40397 GND 949.59 40399 GND 949.86 40400 GND 949.29 40404 GND 950.02 40412 GND 953.20 40413 VLN B J30339 953.46 40415 GND 953.1240417 GND 953.92 40418 GND 953.59 40419 VLN 954.23 40422 VLN E GDEN B 954.03 40423 GDEN 954.45 40426 GDEN 956.17 40427 GND 957.23 40428 GND 958.34 40429 GND 955.32 40430 GND 957.68 40431 GND 954.79 40432 GND 953.52 40433 GND 953.08 40434 GND 952.74 40435 GND 953.96 40436 GND 959.07 40437 GDEN 959.17 40438 GDEN 962.86 40439 GND 965.48 40442 GND 967.87 40444 GDEN 965.39 40445 GND 963.78 40447 OHU E J40446 955.52 40450 GND 969.88 40451 GND 967.09 40452 GDEN 964.25 40453 GDEN 964.53 40454 GND 966.81 40455 GDEN 968.43 40456 GDEN 971.87 40457 GND 972.26 40458 GND 967.92 40459 GND 968.70 40460 GND 975.7440461GDEN 975.99 40462 GND 978.10 40463 GND 969.32 40464 GND 977.50 40465 GND 979.5840466GDEN 979.70 40467 GND 979.54 40468 GND 977.48 40469 GDEN 977.39 40470 GND 978.18 40472 GND 979.51 40473 GND 970.69 40474 GND 970.60 40475 GND 970.25 40476 GND 976.09 40477 GDEN 975.60 40478 GDEN 974.01 40479 GDEN 972.52 40481 GND 970.9340482 VLN B 969.60 40483 VLN GND 970.78 40484 GND 970.97 40485 VLN 969.08 40486 GND 969.57 40487 GDEN E VLN 971.28 40488 VLN 969.23 40489 GND 968.34 40490 VLN 967.32 40491 VLN 966.88 40492 GND 965.63 40493 GND 970.84 40494 VLN 962.76 40495 GND 961.41 40496 GND 958.23 40497 VLN 957.13 40498 GND 955.79 40499 VLN 955.41 40500 GND 954.67 40501 GND 952.11 40502 VLN 950.44 40503 VLN 947.79 40504 GND 947.95 40505 VLN 947.57 40506 GND 946.58 40507 GND 947.59 40508 GND 947.47 40509 VLN 948.02 40510 GND 947.50 40511 GND 947.95 40512 GND 948.10 40513 GND 948.09 40514 GND 948.10 40515 VLN E J30327 GDEN E J30328 947.88 40516 GND 948.39 40517 GND 948.73 40518 GND 948.5740519 VLN E J30327 948.50 40520 GND 955.87 40521 GND 953.94 40522 GND 953.57 40523 GND 953.69 40524 GND 953.77 40525 GND 953.04 40526 GND 953.17 40527 GND 951.14 40528 GND 951.34 40529 GND 944.32 40530 GND 945.09 40531 BIT B J40138 941.99 40532 BIT 941.01 40533 BIT AB 938.91 40534 BIT 937.69 40535 BIT AE AB 936.14 40536 BIT 934.71 40537 BIT E AE 933.57 40538 BIT B AB 933.21 40539 BIT 934.44 40540 BIT AE AB 935.48 40541 BIT 936.72 40542 BIT AE 938.60 40543 BIT 940.74 40544 BIT E J40139 941.93 40545 GND 945.11 40546 GND 949.88 40547 GND 942.12 40548 GND 941.44 40549 GND 939.89 40550 GND 940.57 40551 GND 937.7740552 GND 937.90 40553 GND 932.33 40554 GND 928.34 40555 GND 929.89 40556 GND 939.11 40557 GND 935.78 40558 GND 937.08 40559 GND 933.88 40560 VLN1 B 933.84 40561 GND 935.72 40562 GND 937.52 40563 GND 938.35 40564 GND 937.38 40565 VLN1 E J30039 937.89 40566 VLN1 B J30039 937.26 40567 GND 936.85 40568 GND 936.93 40569 VLN1 936.42 40570 GND 935.48 40571 GND 936.86 40572 VLN1 937.01 40573 GND 937.76 40574 VLN1 938.91 40575 VLN1 939.32 40576 GND 940.03 40577 VLN1 941.14 40578 GND 943.13 40579 GND 943.09 40580 VLN1 945.70 40581 GND 947.83 40582 VLN1 949.73 40583 VLN1 949.14 40584 GND 948.93 40585 VLN1 E J40519 948.43 40586 GND 949.09 40587 GND 948.88 40588 GND 947.98 40589 GND 948.04 40590 GND 947.46 40591 GND 947.33 40592 GND 947.25 40593 GND 945.53 40594 GND 945.57 40595 GND 945.67 40596 GND 943.15 40597 GND 941.99 40598 GND 944.3740599 GND 944.83 40600 GND 944.63 40601 GND 944.42 40602 GND 944.38 40603 GND 944.08 40604 GND 943.60 40605 GND 943.46 40606 GND 942.69 40607 GND 943.34 40608 GND 942.35 40609 WTR B 3' WIDE CTRLN 938.78 40611 TEL B 966.9740612 TEL B 962.63 40613 ELC B 962.69 40614 ELC 961.94 40615 TEL 962.53 40616 TEL 956.87 40617 ELC 956.90 40618 ELC 956.26 40619 ELC E 956.26 40620 TEL 955.6640621 TEL E 952.94 40622 ELC B 951.76 40623 ELC E 952.18 40624 TEL B 951.42 40625 TEL 946.71 40626 TEL E 941.18 40631 GND 966.47 40633 GND 967.28 40634 GND 968.66 40635 GND 970.14 40636 GND 968.66 40637 VLN B J40482 967.85 40638 VLN 965.63 40639 GND 965.82 40640 GND 967.04 40641 GND 967.52 40642 GND 966.20 40644 GND 966.75 40645 GND 964.44 40646 GND 963.72 40647 VLN 964.41 40648 VLN 962.39 40649 VLN 959.62 40650 GND 958.80 40651 GND 957.50 40652 VLN 957.48 40653 GND 960.90 40654 GND 960.58 40655 GND 964.59 40656 GND 965.90 40657 GND 968.92 40658 GND 965.99 40659 GND 968.34 40660 GND 964.90 40661 GND 964.26 40662 GND 957.92 40663 GND 964.21 40664 GND 968.77 40665 GND 964.85 40666 GND 960.0140667 GND 956.70 40668 VLN 956.25 40669 GND 956.37 40670 GND 958.73 40671 VLN 962.42 40672 GND 964.08 40673 GND 965.33 40674 GND 966.97 40675 GND 960.87 40676 GND 961.54 40677 GND 960.46 40678 GND 956.81 40679 GND 953.00 40680 GND 952.42 40681 VLN 952.8440682 GND 952.51 40683 GND 952.14 40684 GND 958.64 40685 GND 961.18 40686 GND 960.79 40687 GND 955.77 40688 GND 953.95 40689 GND 955.0240690 GND 954.48 40691 GND 958.55 40692 GND 962.46 40693 GND 965.27 40694 GND 965.30 40695 GND 966.03 40696 GND 965.89 40697 GND 965.11 40698 GND 952.22 40699 GND 950.82 40700 GND 949.34 40701 GND 950.94 40702 GND 949.54 40703 VLN 950.80 40704 GND 952.09 40705 VLN 946.28 40706 GND 947.16 40707 GND 947.17 40708 GND 944.51 40709 VLN 943.8040710 GND 942.32 40711 GND 943.91 40712 VLN 943.8540713 GND 943.51 40714 GND 944.29 40715 VLN 944.34 40716 VLN 942.68 40717 GND 942.54 40718 GND 942.20 40719 GND 940.81 40720 GND 939.2440721 VLN 939.30 40722 GND 939.12 40723 GND 937.48 40724 GND 937.60 40725 GND 931.02 40726 GND 929.67 40727 GND 935.43 40728 VLN 935.96 40729 WTR1 B 3'CL 925.54 40730 WTR1 2'CL 925.79 40731 GND 927.55 40732 GND 928.64 40733 GND 935.10 40734 VLN 937.78 40735 GND 940.22 40736 GND 940.46 40737 GND 941.53 40738 VLN 941.99 40739 GND 939.7740740 GND 941.87 40741 GND 942.95 40742 GND 931.12 40743 WTR1 926.98 40744 GND 929.90 40745 GND 936.91 40746 GND 935.4440747 GND 932.3140748 GND 930.22 40749 WTR1 927.78 40750 GND 929.61 40751 GND 936.28 40752 GND 940.44 40753 GND 942.82 40754 VLN 939.71 40755 VLN 938.53 40756 GND 940.98 40757 GND 935.62 40758 GND 930.54 40759 WTR1 928.90 40760 WTR1 928.98 40761 GND 931.17 40762 GND 935.92 40763 GND 931.51 40764 VLN 932.49 40765 WTR1 929.41 40766 WTR1 929.59 40767 GND 930.7640768 GND 930.82 40769 WTR1 929.96 40770 GND 931.26 40771 GND 931.54 40772 GND 931.90 40773 WTR1 930.20 40774 GND 932.12 40775 WTR1 931.00 40776 GND 932.23 40777 GND 934.60 40778 GND 932.69 40779 WTR1 2' 931.7840780 GND 935.10 40781 GND 934.02 40782 VLN 934.16 40783 GND 935.72 40784 WTR1 E 3' 932.12 40785 GND 935.27 40786 GND 935.82 40787 VLN 936.20 40788 GND 938.66 40789 GND 940.37 40790 VLN 940.37 40791 VLN 941.08 40792 GND 941.34 40793 GND 942.79 40794 VLN 943.76 40795 GND 944.41 40796 GND 942.22 40797 GND 941.93 40798 GND 944.56 40799 GND 947.25 40800 GND 946.51 40801 GND 943.95 40802 VLN 945.86 40803 GND 946.69 40804 VLN 944.72 40805 GND 943.63 40806 GND 944.32 40807 VLN 945.14 40808 GND 944.99 40809 VLN 946.90 40810 GND 944.31 40811 GND 943.24 40812 GND 942.44 40813 GND 942.92 40814 GND 941.15 40815 GND 940.51 40816 GND 938.15 40817 GND 938.08 40818 GND 938.48 40819 GND 932.27 40820 GND 932.53 40821 GND 931.53 40822 GND 930.86 40823 GND 935.53 40824 GND 937.70 40825 GND 936.73 40826 GND 937.70 40827 GND 938.48 40828 GND 939.12 40829 GND 939.74 40830 GND 941.80 40831 GND 940.08 40832 GND 943.23 40833 GND 941.42 40834 GND 940.05 40835 GND 938.89 40836 GND 937.56 40837 GND 939.46 40838 GND 939.97 40839 GND 941.22 40840 GND 940.42 40841 GND 939.87 40842 GND 939.70 40843 GND 939.30 40844 GND 940.36 40845 GND 940.87 40846 GND 941.07 40847 GND 942.13 40848 GND 941.87 40849 GND 941.68 40850 VLN 949.08 40851 GND 950.11 40852 GND 953.34 40853 GND 953.0740854 VLN 952.61 40855 GND 952.75 40856 GND 951.24 40857 GND 951.65 40858 VLN 951.83 40859 GND 952.61 40860 GND 957.96 40861 GND 953.43 40862 GND 953.10 40863 GND 954.14 40864 VLN 952.32 40865 VLN 955.91 40866 GND 955.66 40867 GND 957.11 40868 GND 959.17 40869 GND 960.16 40870 GND 960.24 40871 GND 956.14 40872 VLN 957.43 40873 VLN 965.06 40874 GND 962.93 40875 GND 959.79 40876 GND 963.16 40877 GND 963.31 40878 VLN 964.42 40879 VLN 964.95 40880 VLN E 965.47 40883 BIT B AB J40538 928.12 40884 BIT 926.4740885 BIT AE 924.48 40886 BIT CON B 923.72 40887 BIT 923.56 40888 BIT AB 924.43 40889 BIT 926.03 40890 BIT E AE J40537 928.60 40891 RWG B 928.30 40892 RWG 928.73 40893 RWG 936.47 40894 RWG 936.58 40895 RWG 936.57 40896 RWG 936.07 40897 RWG 936.04 40898 GND 935.30 40899 GND 930.60 40900 STEP B J40123 935.97 40901 STEP CON1 B 934.03 40902 STEP CON2 B 933.98 40903 STEP E J40124 935.80 40904 STEP B CON2 E 933.82 40905 STEP CON1 E 934.0140906 GND 935.09 40907 STEP CON1 B 932.05 40908 STEP F CON2 B 931.87 40909 STEP B CON2 E 931.88 40910 STEP CON1 E 932.02 40911 STEP CON1 B 930.03 40912 STEP F CON2 B 929.87 40913 STEP B CON2 E 929.92 40914 STEP CON1 E 930.02 40915 STEP CON1 B AB 928.24 40916 STEP F CON2 B AB 928.08 40917 CON2 927.98 40918 CON2 E AE STR B 928.06 40919 CON1 928.07 40920 CON1 E AE STR 928.25 40921 STEP CON1 B 926.3540922 STEP F CON2 B 926.15 40923 STEP B CON2 E 926.13 40924 STEP CON1 E 926.18 40925 CON 924.0440926 CON 924.07 40927 CON E STR 924.3340928 STEP F CON B 924.20 40929 CON 923.9840930 CON 923.37 40931 CON 922.27 40932 CON 922.36 40933 CON E 922.54 40934 CON B 922.00 40935 CON RWG1 B 921.99 40936 CON 921.98 40937 CON E J40887 923.16 40938 RWG 928.64 40939 RWG 927.88 40940 RWG 922.68 40941 GND 923.42 40942 GND 923.95 40943 GND 928.21 40944 GND 929.51 40945 GND 922.47 40946 GND 922.21 40947 GND 919.89 40949 RWG1 922.14 40950 RWG1 E 920.67 40951 GND 920.78 40952 WTR1 B 3'CL 919.59 40953 RWG F 922.44 40954 GND 920.88 40955 GND 921.71 40956 WTR1 919.44 40957 WTR1 919.66 40958 GND 921.89 40959 GND 921.98 40960 GND 921.13 40961 GND 925.23 40962 WTR1 921.04 40963 WTR1 E 920.94 40964 GND 923.0040965 GND 922.56 40966 GND 929.77 40967 GND 927.1540968 GND 924.38 40969 GND 923.20 40970 STRM INV 24"RCP 920.18 40972 WTR1 B 3'CL 921.04 40973 GND 922.53 40974 GND 923.16 40975 GND 924.30 40976 WTR1 921.21 40977 WTR1 921.35 40978 GND 923.84 40979 WTR1 921.45 40980 GND 923.17 40981 GND 924.61 40982 GND 924.52 40983 WTR1 921.55 40984 GND 923.31 40985 WTR1 921.84 40986 WTR1 922.04 40987 GND 923.6340988 GND 926.51 40989 GND 923.43 40990 GND 928.35 40991 GND 933.17 40992 GND 926.70 40993 GND 924.79 40994 GND 926.58 40995 GND 933.63 40996 GND 932.55 40997 GND 924.69 40998 WTR1 922.22 40999 GND 924.6841000GND 924.87 41001 GND 925.93 41002 WTR1 4' 922.60 41003 GND 924.74 41004 GND 935.89 41005 GND 932.36 41006 GND 936.27 41007 WTR1 923.08 41008 WTR1 922.81 41009 WTR1 923.07 41010 GND 925.1241011 GND 925.06 41012 GND 929.16 41013 WTR1 923.7341014GND 925.59 41015 GND 926.79 41016 GND 930.54 41017 GND 929.36 41018 GND 929.07 41019 GND 926.02 41020 WTR1 924.16 41021 GND 929.67 41022 GND 934.15 41023 GND 933.83 41024 GND 935.99 41025 GND 935.35 41026 GND 936.9841027 GND 931.34 41028 WTR1 924.35 41029 GND 928.84 41030 GND 927.72 41031 WTR1 925.03 41032 GND 928.97 41033 GND 928.17 41034 WTR1 924.84 41035 WTR1 3'CL 925.18 41036 WTR1 925.38 41037 WTR1 E J40729 925.64 41038 GND 928.65 41039 GND 929.9741040 GND 925.5341041 GND 928.44 41042 GND 928.60 41043 GND 936.67 41044 GND 940.53 41045 GND 935.47 41046 GND 942.97 41047 GND 945.30 41048 GND 945.95 41049 GND 945.55 41050 GND 943.72 41051 GND 941.44 41052 GND 943.28 41053 GND 945.28 41054 GND 942.43 41055 GND 939.84 41056 GND 940.29 41057 GND 940.64 41058 GND 942.19 41059 GND 943.74 41060 GND 945.14 41061 GND 943.24 41062 VLN J45411 948.22 41063 VLN E 947.54 41064 GND 946.07 41065 GND 941.05 41066 GND 941.27 41067 GND 946.45 41068 GND 946.16 41069 GND 946.13 41070 GND 947.26 41071 GND 949.01 41072 GND 949.48 41073 GND 946.53 41074 GND 951.52 41075 GND 948.40 41076 GND 952.21 41077 GND 944.53 41078 GND 944.55 41079 GND 939.47 41080 GND 937.63 41081 GND 935.50 41082 GND 933.75 41083 GND 938.34 41084 GND 937.31 41085 GND 932.10 41086 GND 931.56 41087 GND 932.20 41088 GND 935.70 41089 GND 938.78 41090 GND 944.23 41091 GND 936.54 41092 GND 934.4241093 GND 940.14 41094 GND 937.91 41095 GND 938.55 41096 GND 938.86 41097 GND 938.70 41098 GND 939.5141099GND 938.91 41100 GND 942.27 41101 GND 931.83 41102 GND 932.53 41103 GND 938.26 41104 GND 931.31 41105 GND 931.24 41106 GND 935.91 41107 GND 931.28 41108 GND 930.89 41109 GND 936.04 41110 GND 942.21 41111 GND 929.88 41112 GND 930.21 41113 GND 928.8441114 GND 928.9341115 GND 935.03 41116 GND 939.02 41117 GND 936.47 41118 GND 930.50 41119 GND 928.79 41120 GND 925.87 41121 GND 926.88 41122 GND 926.65 40374 WET B 2-1 955.03 40375 WET 2-2 954.4240376 WET 2-3 954.23 40377 WET 2-4 953.88 40378 WET 2-5 952.70 40379 WET 2-6 952.94 40380 WET 2-7 952.77 40381 WET 2-8 952.64 40388 WET 2-9 951.90 40390 WET 2-10 951.15 40392 WET 2-11 950.84 40393 WET 2-13 950.15 40395 WET 2-14 949.50 40396 WET 2-15 949.25 40398 WET 2-16 948.75 40401 WET 2-17 948.57 40402 WET 2-18 948.54 40403 WET 2-19 948.90 40405 WET 2-20 949.26 40406 WET 2-21 949.64 40407 WET 2-22 949.90 40408 WET 2-23 950.64 40409 WET 2-24 950.41 40410 WET 2-25 950.79 40411 WET 2-26 951.87 40414 WET 2-27 952.56 40416 WET 2-28 952.55 40420 WET 2-29 952.91 40421 WET 2-30 953.42 40424 WET 2-31 953.49 40425 WET 2-32 953.78 41123 WET 2-33 953.86 41124 WET 2-34 954.22 41125 WET 2-35 954.99 41126 WET E 2-36 955.59 41127 GND 954.16 41128 WET B 1-1 954.74 41129 WET 1-2 954.33 41130 WET 1-3 953.04 41131 WET 1-4 953.49 41132 WET 1-5 954.56 41133 WET 1-6 954.72 41134 WET E F 1-7 954.78 41135 GND 953.93 41136 GND 956.59 41137 GND 956.14 41138 GND 954.31 41139 GND 952.23 41140 GND 952.76 41141 GND 953.15 41142 GND 956.17 41143 GND 956.64 41144 GND 955.34 41145 GND 954.06 41146 GND 953.93 41147 GND 955.45 41148 GND 952.44 41149 GND 949.46 41150 GND 948.58 41151 GND 946.24 41152 GND 936.64 41153 WTR B J40784 934.96 41154 GND 937.04 41155 GND 937.62 41156 GND 941.54 41157 WTR E J35100 935.81 41158 GND 937.34 41159 GND 937.33 41160 GND 942.01 41161 GND 942.79 41162 GND 942.97 41163 GND 943.60 41164 GND 943.92 41165 GND 946.29 41166 GND 945.82 41167 GND 944.02 41168 GND 945.65 41169 GND 944.02 41170 GND 949.60 41171 GND 949.07 41172 GND 937.30 41173 GND 941.71 41174 GND 946.06 41175 GND 945.60 30000 VLN B 967.04 30001 VLN 964.9030002GDENBJ30001 964.22 30003 GDEN 962.9030004GDEN 962.38 30005 GDEN 962.5930006GDEN 962.1830007 GDEN 960.7530008GDEN 959.0730009 GDEN 957.45 30010 GDEN E J30011 956.30 30011 VLN1 B 955.70 30012 VLN1 954.19 30013 VLN1 953.3930014 VLN1 953.4930015VLN1 953.25 30016 VLN1 952.82 30017 VLN1 952.53 30018 VLN1 950.82 30019 VLN1 946.72 30020 VLN1 947.35 30021 VLN1 949.26 30022 VLN1 958.58 30023 VLN1 951.44 30024 VLN1 E J30011 954.67 30025 VLN2 B 953.59 30026 VLN2 954.75 30027 VLN2 955.71 30028 VLN2 956.05 30029 VLN2 949.74 30030 VLN2 954.25 30031 VLN2 955.57 30032 VLN2 954.95 30033 VLN2 E F 953.45 30034 GDEN B J30017 949.56 30035 GDEN 943.92 30036 GDEN 942.29 30037 GDEN 940.48 30038 GDEN 939.22 30039 GDEN 938.31 30040 GND 939.61 30041 GND 944.32 30042 GND 950.16 30043 GND 953.42 30044 GND 955.13 30045 GND 954.69 30046 GND 953.75 30047 GND 953.27 30048 GND 953.46 30049 GND 954.26 30050 GND 954.69 30051 GND 952.91 30052 GND 948.18 30053 GND 952.08 30054 GND 953.18 30055 GND 952.67 30056 GND 950.23 30057 GND 949.11 30058 GND 945.98 30059 GND 942.75 30060 GND 940.30 30061 GND 941.52 30062 GND 943.43 30063 GND 944.99 30064 GND 938.91 30065 GND 937.31 30066 GND 937.15 30067 GND 937.42 30068 GND 938.52 30069 GND 939.64 30070 GND 938.10 30071 GND 937.87 30072 GND 938.02 30073 GND 939.91 30074 GND 943.18 30075 GND 946.53 30076 GND 942.31 30077 GND 939.67 30078 GND 938.84 30079 GND 939.71 30080 GND 941.82 30081 GND 946.23 30082 GND 942.91 30083 GND 940.78 30084 GND 939.51 30085 GND 940.69 30086 GND 942.89 30087 GND 947.86 30088 GND 949.31 30089 GND 944.77 30090 GND 941.70 30091 GND 940.74 30092 GND 941.82 30093 GND 945.47 30094 GND 949.70 30095 GND 951.55 30096 GND 951.31 30097 GND 952.57 30098 GND 949.24 30099 GND 944.61 30100 GND 942.26 30101 GND 942.26 30102 GND 943.82 30103 GND 947.30 30104 GND 952.53 30105 GND 956.06 30106 GND 956.02 30107 GND 955.05 30108 GND 954.14 30109 GND 953.44 30110 GND 955.61 30111 GND 956.23 30112 GND 957.28 30113 GND 957.53 30114 GND 954.05 30115 GND 949.63 30116 GND 945.84 30117 GND 943.82 30118 GND 943.23 30119 GND 945.20 30120 GND 948.50 30121 GND 952.64 30122 GND 952.59 30123 GND 950.37 30124 GND 949.12 30125 GND 950.84 30126 GND 952.43 30127 GND 950.24 30128 GND 946.81 30129 GND 945.35 30130 GND 945.15 30131 GND 947.37 30132 GND 950.65 30133 GND 954.47 30134 GND 958.18 30135 GND 959.89 30136 GND 959.01 30137 GND 958.07 30138 GND 960.40 30139 GND 960.93 30140 GND 961.02 30141 GND 958.33 30142 GND 955.09 30143 GND 951.92 30144 GND 948.16 30145 GND 947.47 30146 GND 947.91 30147 GND 948.83 30148 GND 951.00 30149 GND 952.15 30150 GND 951.07 30151 GND 949.26 30152 GND 949.63 30153 GND 949.79 30154 GND 950.96 30155 GND 952.13 30156 GND 952.17 30157 GND 952.00 30158 GND 951.55 30159 GND 951.44 30160 GND 951.41 30161 GND 951.70 30162 GND 954.94 30163 GND 957.62 30164 GND 960.36 30165 GND 962.17 30166 GND 962.01 30167 GND 962.98 30168 GND 961.05 30169 GND 958.67 30170 GND 956.27 30171 GND 954.52 30172 GND 955.19 30173 GND 955.42 30174 GND 955.64 30175 GND 955.81 30176 GND 955.44 30177 GND 954.24 30178 GND 952.62 30179 GND 951.26 30180 GND 950.58 30181 GND 950.96 30182 GND 950.84 30183 GND 951.36 30184 GND 952.14 30185 GND 952.20 30186 GND 951.84 30187 GND 952.43 30188 GND 954.70 30189 GND 956.78 30190 GND 958.15 30191 GND 958.35 30192 GND 957.83 30193 GND 956.81 30194 GND 956.02 30195 GND 956.43 30196 GND 958.41 30197 GND 960.62 30198 GND 962.61 30199 GND 961.49 30200 GND 958.80 30201 GND 957.31 30202 GND 956.87 30203 GND 957.78 30204 GND 959.05 30205 GND 960.22 30206 GND 960.08 30207 GND 958.38 30208 GND 955.95 30209 GND 954.36 30210 GND 953.45 30211 GND 953.86 30212 GND 953.92 30213 GND 953.54 30214 GND 952.65 30215 GND 951.59 30216 GND 952.22 30217 GND 953.42 30218 GND 954.06 30219 GND 954.16 30220 GND 953.88 30221 GND 954.59 30222 GND 955.59 30223 GND 955.96 30224 GND 956.17 30225 GND 957.22 30226 GND 959.24 30227 GND 961.09 30228 GND 961.78 30229 GND 960.66 30230 GND 959.6030231 GND 957.99 30232 GND 959.34 30233 GND 960.57 30234 GND 959.42 30235 GND 956.94 30236 GND 955.58 30237 GND 954.65 30238 GND 954.89 30239 GND 955.37 30240 GND 954.14 30241 GND 953.46 30242 GND 953.82 30243 GND 954.78 30244 GND 955.91 30245 GND 958.14 30246 GND 958.70 30247 GND 957.50 30248 GND 956.6430249 GND 955.20 30250 GND 955.50 30251 GND 956.04 30252 GND 955.98 30253 GND 954.78 30254 GND 953.76 30255 GND 952.73 30256 GND 955.88 30257 GND 958.08 30258 GND 959.60 30259 GND 960.47 30260 GND 959.84 30261 GND 958.71 30262 GND 957.97 30263 GND 958.03 30264 GND 958.45 30265 GND 959.42 30266 GND 960.72 30267 GND 960.50 30268 GND 959.39 30269 GND 958.99 30270 GND 959.13 30271 GND 960.08 30272 GND 961.11 30273 GND 960.20 30274 GND 958.98 30275 GND 957.93 30276 GND 959.03 30277 GND 960.12 30278 GND 961.99 30279 GND 963.46 30280 GND 962.27 30281 GND 961.31 30282 GND 960.81 30283 GND 960.79 30284 GND 961.37 30285 VLN 962.03 30286 VLN 962.04 30287 VLN 962.85 30288 VLN 963.85 30289 VLN 965.27 30290 VLN 964.51 30291 VLN 962.29 30292 VLN 961.29 30293 VLN 960.51 30294 VLN 958.48 30295 VLN 957.40 30296 VLN 956.59 30297 VLN 955.86 30298 VLN 956.59 30299 VLN 957.45 30300 VLN 958.74 30301 VLN 960.14 30302 VLN 960.67 30303 VLN 962.06 30304 VLN 963.05 30305 VLN 962.44 30306 VLN 960.14 30307 VLN 958.38 30308 VLN 957.72 30309 VLN 957.00 30310 VLN 956.48 30311 VLN 956.31 30312 VLN 955.34 30313 VLN 954.04 30314 VLN 953.41 30315 VLN E 952.77 30316 GDEN1 B J30315 952.58 30317 GDEN1 952.65 30318 GDEN1 952.50 30319 GDEN1 952.43 30320 GDEN1 951.64 30321 GDEN1 950.91 30322 GDEN1 950.66 30323 GDEN1 949.98 30324 GDEN1 949.58 30325 GDEN1 949.08 30326 GDEN1 948.86 30327 GDEN1 E VLN B 948.76 30328 GDEN2 B 947.98 30329 GDEN2 948.24 30330 GDEN2 948.68 30331 GDEN2 948.99 30332 GDEN2 949.19 30333 GDEN2 950.11 30334 GDEN2 951.01 30335 GDEN2 951.50 30336 GDEN2 952.35 30337 GDEN2 952.15 30338 GDEN2 952.90 30339 GDEN2 E B VLN1 952.82 30340 GND 953.68 30341 GND 954.57 30342 GND 954.95 30343 GND 954.93 30344 GND 955.22 30345 GND 957.95 30346 GND 960.7630347GND 961.7330348 GND 962.27 30349 GND 964.90 30350 GND 968.25 30351 GND 971.0430352 GND 974.12 30353 GND 977.42 30354 GND 977.94 30355 GND 975.35 30356 GND 973.43 30357 GND 970.64 30358 GND 968.24 30359 GND 972.43 30360 GND 972.02 30361 GND 967.97 30362 GND 965.10 30363 GND 962.84 30364 GND 961.05 30365 GND 960.82 30366 GND 959.97 30367 GND 959.39 30368 GND 957.46 30369 GND 955.67 30370 GND 958.00 30371 GND 959.22 30372 GND 959.66 30373 GND 959.56 30374 GND 959.82 30375 GND 960.74 30376 GND 962.39 30377 GND 964.35 30378 GND 966.98 30379 GND 963.60 30380 GND 961.58 30381 GND 959.91 30382 GND 958.70 30383 GND 958.49 30384 GND 959.82 30385 GND 960.29 30386 GND 959.25 30387 GND 956.24 30388 GND 956.11 30389 GND 958.67 30390 GND 961.54 30391 GND 960.65 30392 GND 958.16 30393 GND 957.4830394GND 959.21 30395 GND 961.0230396 GND 961.1430397GND 961.83 30398 GND 959.22 30399 GND 957.33 30400 GND 956.06 30401 GND 955.36 30402 GND 952.74 30403 GND 949.31 30404 GND 948.34 30405 GND 948.39 30406 GND 950.42 30407 GND 953.19 30408 GND 956.37 30409 GND 957.76 30410 GND 958.67 30411 GND 959.86 30412 GND 959.95 30413 GND 959.20 30414 GND 958.97 30415 GND 956.66 30416 GND 953.35 30417 GND 950.28 30418 GND 948.84 30419 GND 948.70 30420 GND 950.36 30421 GND 953.21 30422 GND 956.42 30423 GND 957.79 30424 GND 957.26 30425 GND 957.32 30426 GND 957.52 30427 GND 957.22 30428 GND 956.79 30429 GND 956.42 30430 GND 956.75 30431 GND 955.08 30432 GND 952.28 30433 GND 950.20 30434 GND 949.22 30435 GND 949.97 30436 GND 951.71 30437 GND 953.71 30438 GND 954.91 30439 GND 956.60 30440 GND 957.79 30441 GND 958.63 30442 GND 961.29 30443 GND 959.46 30444 GND 956.97 30445 GND 954.40 30446 GND 951.67 30447 GND 950.45 30448 GND 951.82 30449 GND 953.22 30450 GND 953.61 30451 GND 953.82 30452 GND 953.97 30453 GND 954.61 30454 GND 955.89 30455 GND 955.02 30456 GND 955.54 30457 GND 956.91 30458 GND 958.09 30459 GND 960.02 30460 GND 958.34 30461 GND 956.22 30462 GND 954.26 35000 GND 949.63 35001 GND 950.12 35002 GND 955.40 35003 GND 963.72 35004 GND 964.05 35005 GND 957.92 35006 GND 951.34 35007 VLN B 949.58 35008 VLN 949.33 35009 VLN 949.33 35010 VLN 950.44 35011 VLN 950.93 35012 VLN GND 947.60 35013 VLN GND 945.02 35014 GND 948.29 35015 GND 952.58 35017 GND 957.43 35018 GND 963.59 35019 GND 964.28 35020 GND 958.56 35021 GND 952.85 35022 VLN GND 951.01 35023 VLN GND 951.14 35024 VLN GND 951.60 35025 VLN GND 952.70 35026 VLN GND 952.22 35027 VLN GND 952.91 35028 VLN E J40865 955.39 35029 GND 955.03 35030 GND 954.22 35031 GND 957.52 35032 GND 957.69 35033 GND 956.56 35034 GND 956.99 35035 GND 960.15 35036 GND 964.53 35037 GND 964.98 35038 GND 962.15 35039 GND 960.4935040 GND 960.10 35041 GND 962.19 35042 GND 963.25 35043 GND 963.31 35044 GND 964.62 35045 GND 964.39 35046 GND 964.80 35047 GND 961.09 35048 GND 956.25 35049 GND 953.9735050 GND 953.29 35051 GND 948.29 35052 GND 945.43 35053 RIP B 946.8135054 RIP 945.15 35055 RIP 944.7935056RIP 944.45 35057 RIP 945.13 35058 RIP 945.00 35059 RIP 945.20 35060 RIP 944.92 35061 RIP 947.13 35062 RIP 948.77 35063 RIP F 948.0635069 GND 945.20 35070 GND 946.70 35071 GND 948.40 35072 GND 949.31 35073 GND 948.00 35074 GND 945.28 35075 WTR B 6' WIDE 943.78 35076 WTR 6' WIDE 942.47 35077 WTR 5' WIDE 941.53 35078 GND 944.84 35079 GND 949.31 35080 GND 950.00 35081 GND 948.67 35082 GND 944.18 35083 WTR 4' WIDE 941.73 35084 WTR 4' WIDE 941.2435085 WTR 4' WIDE 941.2635086 WTR 4' WIDE 941.2035087 WTR 4' WIDE 941.1935088 WTR 4' WIDE 940.70 35089 WTR 4' WIDE 940.70 35090 WTR 4' WIDE 939.35 35092 WTR 4' WIDE 938.73 35093 WTR 8' WIDE 938.28 35094 WTR 8' WIDE 938.28 35095 WTR 8' WIDE 938.3835096 WTR 8' WIDE 937.0635097 WTR 6' WIDE 937.34 35098 WTR 4' WIDE 936.56 35099 WTR 3' WIDE 944.30 35100 WTR E 3' WIDE 935.78 35101 GND 945.62 35102 GND 943.13 35103 GND 944.8735104 GND 947.69 35105 GND 945.84 35106 GND 943.20 35107 GND 941.12 35108 GND 944.73 35109 GND 943.10 35110 GND 943.34 35111 GND 940.98 45415 CON B J45417 950.78 45417 CON B 953.82 45418 CON1 B 953.8245419CON1 954.06 45420 CON1 E 954.94 45421 CON1 B 954.94 45422 CGB B J45421 954.96 45427 CON1 954.17 45428 CON 954.06 45524 CON1 B J45418 950.83 45526 GND 952.40 45529 ETR.C B 945.86 45530 ETR.C 945.90 45531 ETR.C 945.99 45532 ETR.C F 945.90 45533 VLN B J41063 945.95 45534 VLN 948.90 45536 VLN 948.79 45537 VLN 949.54 45538 VLN 949.28 45539 GND 949.16 45540 GND 946.97 45541 GND 949.17 45542 GND 947.45 45543 GND 945.47 45544 GND 945.97 45545 GND 944.86 45546 GND 946.21 45547 GND 947.97 45548 GND 948.34 45549 GND 947.30 45550 GND 949.12 45551 GND 945.80 45552 GND 945.49 45553 GND 945.08 45554 GND 944.16 45555 GND 943.86 45556 GND 944.07 45557 GND 944.3245558 GND 945.57 45559 GND 949.84 26 TRAV 937.88 40882 TRAV NAIL 924.44 45416 TRAV NAIL 953.86 45525 TRAV NAIL 947.15 45535 TRAV NAIL 948.30 444444444444888888888888888888888888888888888888888888888888NOPARKINGNO PARKING NO PARKING PROPOSED BUILDING LOWER LEVEL=952.50 LEVEL 1=974.50 PROPOSED BUILDING FFE=952.50 COLD STORAGE BUILDING FFE=952.50 COLD STORAGE BUILDING FFE=952.50 COLD STORAGE BUILDING FFE=952.50 951 951 952 952 952 953 954 955954955954956957958 960961962961962963 960959961962963955953954956957958960956957958959961962963964960959961962960958959961962963964965961962963964965964960958959961962 963951952955953954 956 9559 5 2 9 5 3 95495495 4 95695 5 953 95 4 970 971 972 973 974 967 968 969 952953954955960965954956957958959961962963964966967968 960956 957958959 952951952952952952960 965 958 959 961 962 963 964 966 967 968 969 965961962963964966955960956957958959961962970 971 972 973 951952951952952 9519 5 1 95 2 952 96 0965 970 95795 8 95 996 1 9 6 2 9639649669679689699 7 1 9 7 2 9 7 3974 965966967968970 975 966967968969 971972973974 976977978979 970975969971972973974976977978 945 950 955 960 965 943944 946 947948949 951952953954 956957958959 961 962 963 964 94 0 9 4 5 9 419429439 4 4 9 4 6 9359 4 0 93393493 6 9 3 7 9 3 8 9 3 9 9 41942 945950943944946947948949951940945941942943944946945942943944946935940933934936937938939941945950942943944946947948949951952945 942 943 94494694594 3944946 8 88940938939941942930935931932933934936937938939 95488888951952955 95 6 95 7 955956957958955955956955 953 954956972973974952 8884444950 947 948949 951952953 NORTH POND TOP OF BERM= 946.50 EOF= 946.00 NWL= 943.00 BOT= 933.00 HWL= 945.88 SOUTH POND TOP OF BERM= 946.50 EOF= 946.00 NWL= 942.00 BOT= 933.00 HWL= 944.40 ACTIVITIES MUST BE CONDUCTED SO AS TO MINIMIZE THE POTENTIAL OF AQUATIC INVASIVE SPECIES TO THE MAXIMUM EXTENT POSSIBLE EXISTING WETLAND EXISTING 100-YR HWL:955.38 PROPOSED 100-YR HWL:955.36 EXISTING FLOOD ELEVATION: 946' AS PROVIDED BY RPBCWD FOR NORTH PORTION OF CREEK) EXISTING FLOOD ELEVATION: 929' AS PROVIDED BY RPBCWD FOR CENTER PORTION OF CREEK) EXISTING FLOOD ELEVATION: 924' AS PROVIDED BY RPBCWD FOR SOUTH PORTION OF CREEK) ACTIVITIES MUST BE CONDUCTED SO AS TO MINIMIZE THE POTENTIAL OF AQUATIC INVASIVE SPECIES TO THE MAXIMUM EXTENT POSSIBLE ACTIVITIES MUST BE CONDUCTED SO AS TO MINIMIZE THE POTENTIAL OF AQUATIC INVASIVE SPECIES TO THE MAXIMUM EXTENT POSSIBLE NURP POND SEE DETAIL NURP POND SEE DETAIL WEIR OVERFLOW 10' INV= 946.00 WEIR OVERFLOW 10' INV= 946.00 AREA TO BE OVER-EXCAVATED PRIOR TO RIP-RAP INSTALLATION. NO FILL TO BE PLACED WITHIN 100-YEAR FLOODPLAIN. AREA TO BE OVER-EXCAVATED PRIOR TO RIP-RAP INSTALLATION. NO FILL TO BE PLACED WITHIN 100-YEAR FLOODPLAIN. 12' WIDE MAINTENANCE BERM 12' WIDE MAINTENANCE BERM EXISTING CREEK 100-YR AVERAGE DEPTH: 1.58' APPROXIMATE LOCATION OF ZONE A PER FEMA MAP NO. 27019C0227D N SCALE IN FEET 0 50 100 NORTH KEY PLAN DRAWING NUMBER DRAWING TITLE CLIENT 4201 cedar avenue so. - minneapolis, MN 55407 tel. (612) 904-1332 - fax (612) 904-7366 NOT F O R C O N S T R U C TI O N PROJECT NUMBER 21602.0A REVISION DATE DESCRIPTION BY 1891 Arboretum Boulevard Chanhassen, MN 55317 Xcel Energy Service Center Chanhassen Title: Zachary B. Moen - PE Registration Number: 58688 Date: XX/XX/XXXX By: Title: Professional Engineer I hereby certify that this drawing was prepared by me or under my direct supervision and that I am a duly licensed Professional Engineer under the laws of the State of Minnesota. LOUCKS PROJECT NO. 21602 10/25/2022 WATERSHED SUBMITTAL 11/16/2022 TEP SUBMITTAL 11/16/2022 SCHEMATIC DESIGN PACKAGE 12/05/2022 SD PACKAGE ADDENDUM 01/13/2023 CITY SUBMITTAL H5-2 PROPOSED FLOOD MAP NOTE: EXISTING CONDITIONS INFORMATION SHOWN IS FROM AN ALTA/NSPS LAND TITLE SURVEY PREPARED BY LOUCKS, DATED 03/24/2022. PARKING STALL COUNT ACCESSIBLE PARKING STALL 2 LEGEND CATCH BASIN STORM SEWER SANITARY SEWER WATERMAIN STORM MANHOLE SANITARY MANHOLE HYDRANT GATE VALVE SPOT ELEVATION SIGN LIGHT POLE POWER POLE WATER MANHOLE / WELL CONTOUR CONCRETE CURB UNDERGROUND ELECTRIC CONCRETE TELEPHONE PEDESTAL UNDERGROUND TELEPHONE UNDERGROUND GAS OVERHEAD UTILITY CHAIN LINK FENCE BUILDING RETAINING WALL NO PARKING UNDERGROUND FIBER OPTIC SANITARY SEWER SERVICE WATER SERVICE ELECTRIC METER GAS METER TREE LINE EXISTING PROPOSED 972 DRAINTILE FORCEMAIN 373PARKING SETBACK LINE BUILDING SETBACK LINE 2 FENCE FLARED END SECTION POST INDICATOR VALVE BENCHMARK SOIL BORING 3DIRECTION OF FLOW 1.0% 972.5 Gopher State One Call WARNING: THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND / OR RELOCATION OF LINES. THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. 599845 Figures N100 45219 FNB B 948.62 40447 OHU E J40446 955.52 WETLAND 2 0.087 AC COULTER BLVD 1.082 AC IMP: 0.006 AC WETLAND 1 MAIN 1.250 AC IMP: 0.000 AC CREEK 11.745 AC IMP: 0.050 AC OFFSITE WETLAND 1 MAIN 11.647 AC IMP: 0.685 AC OFFSITE CREEK 0.399 AC IMP: 0.000 AC 8 888888 8 888 NORTH TO WETLAND 1 23.368 AC IMP: 0.107 AC SWALE TO POND 5 2.276 AC IMP: 0.389 AC DIRECT TO POND 5 4.370 AC IMP: 2.123 AC MID TO WETLAND 1 1.805 AC IMP: 0.905 AC 500 501 OFFSITE WETLAND 1 DITCH 1.903 AC IMP: 0.000 AC W100 W110 W1 W1D CREEK COULTER W2 O-DTCH W2M STREET TO CREEK 0.644 AC IMP: 0.0 AC S-C OFFSITE DITCH 0.547 AC IMP: 0.000 AC O-CRK N100 WETLAND 1 DITCH 3.792 AC IMP: 0.000 AC LOWER DITCH 2.713 AC IMP: 0.000 AC 2-D LOWER DITCH 1.063 AC IMP: 0.000 AC L-D N SCALE IN FEET 0 100 200 NORTH KEY PLAN DRAWING NUMBER DRAWING TITLE CLIENT Title: Nathan W. Ekhoff - LA Registration Number: 58688 Date: XX/XX/XXXX By: Title: Landscape Architect 4201 cedar avenue so. - minneapolis, MN 55407 tel. (612) 904-1332 - fax (612) 904-7366 NOT F O R C O N S T R U C TI O N PROJECT NUMBER 21602.0A REVISION DATE DESCRIPTION BY 1891 Arboretum Boulevard Chanhassen, MN 55317 Xcel Energy Service Center Chanhassen I hereby certify that this drawing was prepared by me or under my direct supervision and that I am a duly licensed Landscape Architect under the laws of the State of Minnesota. Title: Zachary B. Moen - PE Registration Number: 58688 Date: XX/XX/XXXX By: Title: Professional Engineer I hereby certify that this drawing was prepared by me or under my direct supervision and that I am a duly licensed Professional Engineer under the laws of the State of Minnesota. LOUCKS PROJECT NO. 21602 10/25/2022 WATERSHED SUBMITTAL 11/11/2022 TEP SUBMITTAL H1-1 EXISTING DRAIANGE AREAS NOTE: EXISTING CONDITIONS INFORMATION SHOWN IS FROM AN ALTA/NSPS LAND TITLE SURVEY PREPARED BY LOUCKS, DATED 03/24/2022. PARKING STALL COUNT ACCESSIBLE PARKING STALL 2 LEGEND CATCH BASIN STORM SEWER SANITARY SEWER WATERMAIN STORM MANHOLE SANITARY MANHOLE HYDRANT GATE VALVE SPOT ELEVATION SIGN LIGHT POLE POWER POLE WATER MANHOLE / WELL CONTOUR CONCRETE CURB UNDERGROUND ELECTRIC CONCRETE TELEPHONE PEDESTAL UNDERGROUND TELEPHONE UNDERGROUND GAS OVERHEAD UTILITY CHAIN LINK FENCE BUILDING RETAINING WALL NO PARKING UNDERGROUND FIBER OPTIC SANITARY SEWER SERVICE WATER SERVICE ELECTRIC METER GAS METER TREE LINE EXISTING PROPOSED 972 DRAINTILE FORCEMAIN 373PARKING SETBACK LINE BUILDING SETBACK LINE 2 FENCE FLARED END SECTION POST INDICATOR VALVE BENCHMARK SOIL BORING 3DIRECTION OF FLOW 1.0% 972.5 601847 40163 UPD.C COMM 952.21 40165 UPD.C 952.10 45219 FNB B 948.62 8888888888888888PROPOSED BUILDING LOWER LEVEL=952.50 LEVEL 1=974.50 PROPOSED BUILDING FFE=952.50 COLD STORAGE BUILDING FFE=952.50 COLD STORAGE BUILDING FFE=952.50 COLD STORAGE BUILDING FFE=952.50 951 951 952 952 952 953 954 9559 5 4 955954956957958 9609619629619629639609599619629639559539549569579589609569579589599619629639649609599619629609589599619629639649659619629639649659649609589599619629639519529559539549569559 5 2 9539 5 495495 4 95695 595395 4 970 971 972 973 974 967968969 952953954955960965954956957958959961962963964966967968969960956957958959 952951952952952952960 965 958959 961962963964 966 96 7 968969 965961962963964966955960956957958959961962970 971 972 973 951952951952952 95195 1 95 2 952 960965970 95795 8 95 996 1 9 6 2 96396496696796896997 1 9 7 2 9 73974 965966967968970 975966967968969971972973974976977978979 970975969971972973974976977978 945 950 955 960 965 943944946 947948949951952953954956957958959961962963964 94 0 9 4 5 9419429439 4 4 9 4 6 9359 4 0 9339349 3 6 9 3 7 9 3 8 9 3 9 9 41942 945950943944946947948949951940945941942943944946945942943944946935940933934936937938939941945950942943944946947948949951952945 942 9439449469459 43944946 940938939941942930935931932933934936937938939 95488951952955 95 6 95 7 955956957958955955956955953954956972973974952 8950947948949951952953 OFFSITE WETLAND 1 MAIN 11.795 AC IMP: 0.685 AC OFFSITE CREEK 0.946 AC IMP: 0.000 AC 8 888888 8 88NORTH TO WETLAND 1 23.368 AC IMP: 0.107 AC SWALE TO POND 5 2.276 AC IMP: 0.389 AC DIRECT TO POND 5 4.370 AC IMP: 2.123 AC N100 501 OFFSITE N-POND DITCH 0.589 AC IMP: 0.000 AC W100 O-DTCH O-CRK STREET TO CREEK 0.559 AC IMP: 0.0 AC TO SOUTH POND 4.089 AC IMP: 3.545 AC WETLAND 1 MAIN 1.430 AC IMP: 0.017 AC DISCONNECTED) W1 TO NORTH POND 7.400 AC IMP: 5.830 AC BLDG: 1.842 AC DIRECT NORTH POND 1.942 AC IMP: 0.013 AC DIRECT OFFSITE NORTH POND 0.084 AC IMP: 0 AC MID TO WETLAND 1 1.805 AC IMP: 0.905 AC W2M D-NORTH TO COULTER 0.400 AC IMP: 0.006 AC TO CREEK-NORTH 2.428 AC IMP: 0.00 AC CR-N N-SITE DIRECT SOUTH 1.530 AC IMP: 0.000 AC D-SOUTH S-SITE N-POND WET1 P5 North 500 DO-NO S-C S-POND TO CREEK-SOUTH 1.727 AC IMP: 0.050 AC CR-S WETLAND 1 DITCH 1.430 AC IMP: 0.00 AC W1D OFFSITE WET-1 DITCH 1.166 AC IMP: 0.000 AC W110 N SCALE IN FEET 0 100 200 NORTH KEY PLAN DRAWING NUMBER DRAWING TITLE CLIENT Title: Nathan W. Ekhoff - LA Registration Number: 58688 Date: XX/XX/XXXX By: Title: Landscape Architect 4201 cedar avenue so. - minneapolis, MN 55407 tel. (612) 904-1332 - fax (612) 904-7366 NOT F O R C O N S T R U C TI O N PROJECT NUMBER 21602.0A REVISION DATE DESCRIPTION BY 1891 Arboretum Boulevard Chanhassen, MN 55317 Xcel Energy Service Center Chanhassen I hereby certify that this drawing was prepared by me or under my direct supervision and that I am a duly licensed Landscape Architect under the laws of the State of Minnesota. Title: Zachary B. Moen - PE Registration Number: 58688 Date: XX/XX/XXXX By: Title: Professional Engineer I hereby certify that this drawing was prepared by me or under my direct supervision and that I am a duly licensed Professional Engineer under the laws of the State of Minnesota. LOUCKS PROJECT NO. 21602 10/25/2022 WATERSHED SUBMITTAL 11/16/2022 TEP SUBMITTAL 11/16/2022 SCHEMATIC DESIGN PACKAGE 12/05/2022 SD PACKAGE ADDENDUM 12/23/2022 REVISED SITE DESIGN H2-1 PROPOSED DRAINAGE AREAS NOTE: EXISTING CONDITIONS INFORMATION SHOWN IS FROM AN ALTA/NSPS LAND TITLE SURVEY PREPARED BY LOUCKS, DATED 03/24/2022. PARKING STALL COUNT ACCESSIBLE PARKING STALL 2 LEGEND CATCH BASIN STORM SEWER SANITARY SEWER WATERMAIN STORM MANHOLE SANITARY MANHOLE HYDRANT GATE VALVE SPOT ELEVATION SIGN LIGHT POLE POWER POLE WATER MANHOLE / WELL CONTOUR CONCRETE CURB UNDERGROUND ELECTRIC CONCRETE TELEPHONE PEDESTAL UNDERGROUND TELEPHONE UNDERGROUND GAS OVERHEAD UTILITY CHAIN LINK FENCE BUILDING RETAINING WALL NO PARKING UNDERGROUND FIBER OPTIC SANITARY SEWER SERVICE WATER SERVICE ELECTRIC METER GAS METER TREE LINE EXISTING PROPOSED 972 DRAINTILE FORCEMAIN 373PARKING SETBACK LINE BUILDING SETBACK LINE 2 FENCE FLARED END SECTION POST INDICATOR VALVE BENCHMARK SOIL BORING 3DIRECTION OF FLOW 1.0% 972.5 PROPOSED DISTURBED AREA: IMPERVIOUS SURFACE: 412,078 SF 0.55" VOLUME: 18,887 CF TREE CANOPY: 398 CF IRRIGATION REUSE: 3.24 ACRES NOTES OFFSITE DRAINAGE AREAS COME FROM FRONTAGE ROAD PLANS AND WATERSHED DRAINAGE AREAS PROVIDED TO US, ALONG WITH AERIAL PHOTO. 602848 0+00 1+001+ 50 0+ 250+ 000+ 25- 0+ 250+ 000+ 25- 0 2 5 0 0 0 0 2 5 LOWER CROSS SECTION ( 0+43)CENTER CROSS SECTION ( 0+ 70) UPPER CROSS SECTION ( 0+ 92) EXISTING PROFILE ALIGNMENT 0+ 00940 945 950 955 960 940 945 950 955 960 0+50 943.93943.90+ 00 947. 97948.0948.45948. 41+00 2+00 2+ 50 LOWER CROSS SECTION ( 0+ 48) CENTER CROSS SECTION ( 0+ 70)UPPER CROSS SECTION (0+92)EXISTING GROUND 945 950 955 960 945 950 955 960 1+ 50 - 1+ 00 944.54944.50+00 1+00 1+50 EXISTING GROUND 945 950 955 960 945 950 955 960 1+ 50 - 1+00 948.69948.70+00 1+00 1+50 EXISTING GROUND 945 950 955 960 945 950 955 960 1+50 - 1+00 948. 49948.50+00 1+00 1+50 EXISTING GROUND N SCALE IN FEET 0 #####NORTH KEY PLAN DRAWING NUMBER DRAWING TITLE CLIENT 4201 cedar avenue so. - minneapolis, MN 55407 tel. (612) 904-1332 - fax (612) 904- 7366 CONSULTANT 3 CONSULTANT 4 CONSULTANT 5 NOT F O R C O N S T R U C TI O N PROJECT NUMBER #####REVISION DATE DESCRIPTION BY 1891 Arboretum Boulevard Chanhassen, MN 55317 Xcel Energy Service Center Chanhassen Title: Zachary B. Moen - PE Registration Number: 58688 Date: XX/XX/2022 By: Title: Professional Engineer I hereby certify that this drawing was prepared by me or under my direct supervision and that I am a duly licensed Professional Engineer under the laws of the State of Minnesota.LOUCKS PROJECT NO. 21602 H3-2 WETLAND WEIR PROFILES NOTE: EXISTING CONDITIONS INFORMATION SHOWN IS FROM AN ALTA/NSPS LAND TITLE SURVEY PREPARED BY LOUCKS,DATED 03/ 24/2022. PARKING STALL COUNT ACCESSIBLE PARKING STALL 2 LEGEND CATCH BASIN STORM SEWER SANITARY SEWER WATERMAIN STORM MANHOLE SANITARY MANHOLE HYDRANT GATE VALVE SPOT ELEVATION SIGN LIGHT POLE POWER POLE WATER MANHOLE / WELL CONTOUR CONCRETE CURB UNDERGROUND ELECTRIC CONCRETE TELEPHONE PEDESTAL UNDERGROUND TELEPHONE UNDERGROUND GAS OVERHEAD UTILITY CHAIN LINK FENCE BUILDING RETAINING WALL NO PARKING UNDERGROUND FIBER OPTIC SANITARY SEWER SERVICE WATER SERVICE ELECTRIC METER GAS METER TREE LINE EXISTING PROPOSED 972 DRAINTILE FORCEMAIN 373PARKING SETBACK LINE BUILDING SETBACK LINE 2 FENCE FLARED END SECTION POST INDICATOR VALVE BENCHMARK SOIL BORING 3DIRECTION OF FLOW 1.0%972.5 Gopher State One Call WARNING:THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND / OR RELOCATION OF LINES. THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES,VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED CENTER CROSS 0+ 001+002+ 002+ 00-0+ 2 50+ 0 00+ 2 50+ 2 50+ 0 0 0+2 5 LOWER NE CROSS SECTION 0+ 89)CENTER NE CROSS SECTION 1+ 16) EXISTINGNE PROFILE ALIGNMENT0+ 5 00+ 0 0 0+5 0 UPPER NE CROSS SECTION 1+ 74) 950 955 960 965 950 955 960 965 0+50 952.06952.10+00 952. 76952.8952. 81952.81+ 00 953. 21953.2953. 00953.02+ 00 3+ 00 3+ 50 UPPER NE CROSS SECTION 1+ 74) LOWER NE CROSS SECTION 0+ 89) CENTRAL NE CROSS SECTION 1+16)EXISTING GROUND 950 955 960 965 950 955 960 965 1+ 50 - 1+ 00 952. 86952.90+00 1+00 1+50 EXISTING GROUND 950 955 960 965 950 955 960 965 1+ 50 - 1+ 00 953. 17953.20+00 1+00 1+50 EXISTING GROUND EXISTING GROUND 950 955 960 965 950 955 960 965 1+ 50 -1+ 00 953.42953.4953.08953.10+00 953. 87953.91+00 1+50 N SCALE IN FEET 0 ##### NORTH KEY PLAN DRAWING NUMBER DRAWING TITLE CLIENT 4201 cedar avenue so. - minneapolis, MN 55407 tel. (612) 904-1332 - fax (612) 904-7366 CONSULTANT 3 CONSULTANT 4 CONSULTANT 5 NOT F O R C O N S T R U C TI O N PROJECT NUMBER #####REVISION DATE DESCRIPTION BY 1891 Arboretum Boulevard Chanhassen, MN 55317 Xcel Energy Service Center Chanhassen Title: Zachary B. Moen - PE Registration Number: 58688 Date: XX/ XX/2022 By:Title: Professional Engineer I hereby certify that this drawing was prepared by me or under my direct supervision and that I am a duly licensed Professional Engineer under the laws of the State of Minnesota. LOUCKS PROJECT NO. 21602 H3-3 WETLAND WEIR PROFILES NOTE: EXISTING CONDITIONS INFORMATION SHOWN IS FROM AN ALTA/ NSPS LAND TITLE SURVEY PREPARED BY LOUCKS,DATED 03/24/ 2022. PARKING STALL COUNT ACCESSIBLE PARKING STALL 2 LEGEND CATCH BASIN STORM SEWER SANITARY SEWER WATERMAIN STORM MANHOLE SANITARY MANHOLE HYDRANT GATE VALVE SPOT ELEVATION SIGN LIGHT POLE POWER POLE WATER MANHOLE / WELL CONTOUR CONCRETE CURB UNDERGROUND ELECTRIC CONCRETE TELEPHONE PEDESTAL UNDERGROUND TELEPHONE UNDERGROUND GAS OVERHEAD UTILITY CHAIN LINK FENCE BUILDING RETAINING WALL NO PARKING UNDERGROUND FIBER OPTIC SANITARY SEWER SERVICE WATER SERVICE ELECTRIC METER GAS METER TREE LINE EXISTING PROPOSED 972 DRAINTILE FORCEMAIN 373PARKING SETBACK LINE BUILDING SETBACK LINE 2 FENCE FLARED END SECTION POST INDICATOR VALVE BENCHMARK SOIL BORING 3DIRECTION OF FLOW 1.0%972. 5 Gopher State One Call WARNING:THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND / OR RELOCATION OF LINES.THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION Geotechnical Evaluation Report Xcel Service Center Intersection of Stone Creek Drive and Coulter Boulevard Chanhassen, Minnesota Prepared for Xcel Energy Professional Certification: I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly licensed Professional Engineer under the laws of the State of Minnesota. Richard S. Jett, PE Project Engineer License Number: 58781 November 4, 2022 Project B2207371 Braun Intertec Corporation 605851 AA/EOE Braun Intertec Corporation 11001 Hampshire Avenue S Minneapolis, MN 55438 Phone: 952.995.2000 Fax: 952.995.2020 Web: braunintertec.com November 4, 2022 Project B2207371 Leigh Stoakes, PE LEED AP BD+C Xcel Energy 414 Nicollet Mall, Mezanine Minneapolis, MN 55401 Re: Geotechnical Evaluation Report Xcel Service Center Intersection of Stone Creek Drive and Coulter Boulevard Chanhassen, Minnesota Dear Mr. Stoakes: We are pleased to present this Geotechnical Evaluation Report for the above-referenced. The following report provides the results of our evaluation and should be read in its entirety. Thank you for making Braun Intertec your geotechnical consultant for this project. If you have questions about this report, or if there are other services that we can provide in support of our work to date, please contact Richard Jett at 815.545.7059 (rjett@braunintertec.com) or Brad McCarter at 612.708.2790 bmccarter@braunintertec.com). Sincerely, BRAUN INTERTEC CORPORATION Richard S. Jett, PE Project Engineer Bradley J. McCarter, PE Account Leader, Senior Engineer 606852 Table of Contents Description Page A. Introduction ...................................................................................................................................... 1 A.1. Project Description .............................................................................................................. 1 A.2. Site Conditions and History ................................................................................................. 3 A.3. Purpose ................................................................................................................................ 4 A.4. Background Information and Reference Documents .......................................................... 5 A.5. Scope of Services ................................................................................................................. 5 B. Results .............................................................................................................................................. 6 B.1. Geologic Overview .............................................................................................................. 6 B.2. Boring Results ...................................................................................................................... 6 B.3. Groundwater ....................................................................................................................... 8 B.4. Laboratory Test Results ....................................................................................................... 8 C. Recommendations ........................................................................................................................... 9 C.1. Design and Construction Discussion ................................................................................... 9 C.1.a. Building Subgrade Preparation .............................................................................. 9 C.1.b. Reuse of On-Site Soils ............................................................................................. 9 C.1.c. Construction Disturbance ....................................................................................... 9 C.1.d. Sand Section in Deep Fill Zones ............................................................................ 10 C.1.e. Additional Exploratory Test Pits ........................................................................... 10 C.1.f. Filling on Slopes .................................................................................................... 10 C.2. Site Grading and Subgrade Preparation ............................................................................ 11 C.2.a. Building Subgrade Excavations ............................................................................. 11 C.2.b. Excavation Oversizing ........................................................................................... 12 C.2.c. Excavated Slopes .................................................................................................. 13 C.2.d. Excavation Dewatering ......................................................................................... 14 C.2.e. Engineered Fill Materials and Compaction .......................................................... 14 C.2.f. Special Inspections of Soils ................................................................................... 16 C.3. Spread Footings ................................................................................................................. 16 C.4. Maintenance Pit Walls ...................................................................................................... 17 C.5. Interior Slabs ..................................................................................................................... 17 C.5.a. Subgrade Modulus ............................................................................................... 17 C.5.b. Moisture Vapor Protection .................................................................................. 18 C.6. Frost Protection ................................................................................................................. 18 C.6.a. General ................................................................................................................. 18 C.6.b. Frost Heave Mitigation ......................................................................................... 18 C.7. Pavements ......................................................................................................................... 20 C.7.a. Pavement Subgrade Preparation ......................................................................... 20 C.7.b. Pavement Subgrade Proofroll .............................................................................. 20 C.7.c. Design Sections .................................................................................................... 21 C.7.d. Concrete Pavements ............................................................................................ 21 C.7.e. Bituminous Pavement Materials .......................................................................... 21 C.7.f. Subgrade Drainage ............................................................................................... 21 C.7.g. Performance and Maintenance ........................................................................... 22 C.8. Utilities .............................................................................................................................. 22 C.8.a. Subgrade Stabilization .......................................................................................... 22 C.8.b. Utility Backfill ........................................................................................................ 22 607853 Table of Contents (continued) Description Page C.8.c. Corrosion Potential .............................................................................................. 23 C.9. Stormwater Infiltration ..................................................................................................... 23 C.10. Equipment Support ........................................................................................................... 23 D. Procedures ...................................................................................................................................... 24 D.1. Penetration Test Borings ................................................................................................... 24 D.2. Exploration Logs ................................................................................................................ 24 D.2.a. Log of Boring Sheets ............................................................................................. 24 D.2.b. Geologic Origins ................................................................................................... 24 D.3. Material Classification and Testing ................................................................................... 25 D.3.a. Visual and Manual Classification .......................................................................... 25 D.3.b. Laboratory Testing ............................................................................................... 25 D.4. Groundwater Measurements ............................................................................................ 25 E. Qualifications .................................................................................................................................. 25 E.1. Variations in Subsurface Conditions .................................................................................. 25 E.1.a. Material Strata ..................................................................................................... 25 E.1.b. Groundwater Levels ............................................................................................. 26 E.2. Continuity of Professional Responsibility .......................................................................... 26 E.2.a. Plan Review .......................................................................................................... 26 E.2.b. Construction Observations and Testing ............................................................... 26 E.3. Use of Report ..................................................................................................................... 26 E.4. Standard of Care ................................................................................................................ 26 Appendix Soil Boring Location Sketch Log of Boring Sheets ST-1 through ST-34 Descriptive Terminology of Soil 608854 A. Introduction A.1. Project Description This Geotechnical Evaluation Report addresses the design and construction of the proposed service center that will be located at the intersection of Stone Creek Drive and Coulter Boulevard in Chanhassen, Minnesota. We understand the service center will include the construction of an office/vehicle storage structure, a fleet maintenance structure, and several cold (i.e., unheated) storage structures. The project will also include at-grade parking/driving lanes, associated below-grade utilities, and two stormwater management basins along the west side of the site. Tables 1a through 1c and 2 below provide a summary of project details. Table 1a. Building Description – Office/Vehicle Storage Structure Aspect Description Below grade levels (assumed) None Above grade levels (assumed) One – vehicle storage area Two – office area Finished floor elevations (provided) 952.5 feet (lowest level) 974.5 feet (first level) Maximum column loads (assumed) 250 kips per linear foot Maximum wall loads (assumed) 6 kips per linear foot Nature of construction Assumed to include cast in place concrete footings and foundation walls with a grade-supported cast in place concrete slab. We anticipate the walls will be a combination of precast concrete panels and masonry with steel framed above-grade levels. Table 1b. Building Description – Fleet Maintenance Structure Aspect Description Below grade levels (assumed) None Above grade levels (assumed) One Finished floor elevation (provided) 952.5 feet Maximum column loads (assumed) 200 kips per linear foot 609855 Xcel Energy Project B2207371 November 4, 2022 Page 2 Aspect Description Maximum wall loads (assumed) 5 kips per linear foot Nature of construction Assumed to include cast in place concrete footings and foundation walls with a grade-supported cast in place concrete slab. We anticipate the walls will be precast concrete with a steel framed roof. Table 1c. Building Description – Cold Storage Structures Aspect Description Below grade levels (assumed) None Above grade levels (assumed) One Finished floor elevations (provided) 952.5 feet Maximum column loads (assumed) 100 kips per linear foot Maximum wall loads (assumed) 4 kips per linear foot Nature of construction Assumed to include cast in place concrete footings and foundation walls with a grade-supported cast in place concrete slab. We anticipate the walls will be precast concrete with a steel framed roof. Table 2. Site Aspects and Grading Description Aspect Description Pavement types Bituminous parking lots and concrete service yard area Assumed Bituminous pavement loads Light-Duty: 75,000 ESALs* Heavy-Duty: 250,000 ESALs* Grade changes Within 15 feet of existing grades Equivalent 18,000-lb single axle loads based on 20-year design. The figure below shows an illustration of the proposed site layout. 610856 Xcel Energy Project B2207371 November 4, 2022 Page 3 Figure 1. Site Layout Figure provided by Loucks, Inc. (undated). A.2. Site Conditions and History Currently, the site exists as agricultural land. The site had previously supported several small buildings in the northwest corner of the site, likely for residential or agricultural purposes. It appears that a some of the site has undergone minimal site grading outside of agricultural disturbance of the top few feet of subgrade. Photograph 1 below exhibits the locations of the previous buildings on-site. The site is generally hilly, with surface elevations from the recently completed soil borings ranging from approximately 930 to 971 feet. 611857 Xcel Energy Project B2207371 November 4, 2022 Page 4 Photograph 1. Aerial Photograph of the Site in 1991 Photograph furnished by Google Earth. Red outline notes site boundaries. A.3. Purpose The purpose of our geotechnical evaluation was to characterize subsurface geologic conditions at selected exploration locations, evaluate their impact on the project, and provide geotechnical recommendations for use in the design and construction of the proposed service center. 612858 Xcel Energy Project B2207371 November 4, 2022 Page 5 A.4. Background Information and Reference Documents We reviewed the following information: Preliminary site grading plan, provided by Loucks, Inc. (undated) In addition to the provided source, we have used several publicly available sources of information including topography maps obtained from the Minnesota Department of Natural Resources (MnTOPO website) and Google Earth aerial photographs. We have described our understanding of the proposed construction and site to the extent others reported it to us. Depending on the extent of available information, we may have made assumptions based on our experience with similar projects. If we have not correctly recorded or interpreted the project details, the project team should notify us. New or changed information could require additional evaluation, analyses and/or recommendations. A.5. Scope of Services We performed our scope of services for the project in accordance with our Proposal for a Geotechnical Evaluation (QTB162153) dated July 20, 2022 as well as Change Order #1 dated July 29, 2022 under Xcel Energy Purchase Order 4501137443. The following list describes the geotechnical tasks completed in accordance with our authorized scope of services. Reviewing the background information and reference documents previously cited. Staking and clearing the exploration location of underground utilities. The project team collaborated on the exploration locations and we staked them. We acquired the surface elevations and locations with GPS technology using the State of Minnesota’s permanent GPS base station network. The Soil Boring Location Sketch included in the Appendix shows the approximate locations of the borings. Performing the requested 27 standard penetration test (SPT) borings to depths ranging from 10 to 30 feet below existing grade included as outlined in the original agreement, as well as seven additional SPT soil borings to depths ranging from 15 to 30 feet below existing grade within the cold storage structures and stormwater management areas as outlined in the scope of Change Order #1. 613859 Xcel Energy Project B2207371 November 4, 2022 Page 6 Performing laboratory testing on select samples to aid in soil classification and engineering analysis. Preparing this report containing a boring location sketch, logs of soil borings, a summary of the soils encountered, results of laboratory tests, and recommendations for structure and pavement subgrade preparation and recommendations for use in the design of foundations, floor slabs, utilities, stormwater management, and pavements. Our scope of services did not include environmental services or testing and our geotechnical personnel performing this evaluation are not trained to provide environmental services or testing. We can provide environmental services or testing at your request. B. Results B.1. Geologic Overview We based the geologic origins used in this report on the soil types, in-situ and laboratory testing, and available common knowledge of the geological history of the site. Because of the complex depositional history, geologic origins can be difficult to ascertain. We did not perform a detailed investigation of the geologic history for the site. B.2. Boring Results Table 3 provides a summary of the soil boring results in the general order we encountered the strata. Please refer to the Log of Boring sheets in the Appendix for additional details. The Descriptive Terminology sheet in the Appendix includes definitions of abbreviations used in Table 3. 614860 Xcel Energy Project B2207371 November 4, 2022 Page 7 Table 3. Subsurface Profile Summary Strata Soil Type - ASTM Classification N values Commentary and Details Topsoil / Topsoil fill SM, SC N/A Observed at all boring locations with thicknesses ranging from approximately 1/2 foot to 2 1/2 feet. Generally dark brown to black in color. Moisture conditions were generally moist. Fill SM, SC, OL, CL 5 to 22 Observed at borings ST-1 through ST-4, ST-6 through ST-8, ST-11 through ST-14, ST-21, ST-26, ST-28, ST-29, ST-31, and ST-32 and extended below the surficial soils to depths ranging from about 4 1/2 to 9 1/2 feet below existing grade. Moisture conditions were generally moist. Occasional layers of slightly organic to organic soils encountered throughout. Variable amounts of gravel; may contain cobbles and boulders. Swamp deposit OL, CL 7 to 8 Observed in Boring ST-20 below the surficial soils and extended to a depth of approximately 7 feet below existing grade. Generally organic clay or slightly organic lean clay soils. Moisture conditions were generally moist. Glaciofluvial deposit CL, SC, SM, ML, 5 to 15 Observed in Borings ST-3 through ST-6, ST-8, ST-12, ST-16, ST-22, ST-24 through ST-27, ST-30, and ST-34 below the surficial soils and fill soils and generally extended to depths ranging from about 4 1/2 to 13 feet below existing grade. Boring ST-22 terminated within the glaciofluvial soils. Relative densities of the fine-grained soils were generally medium to stiff. Moisture conditions were generally moist. Glacial deposits SM 5 to 21 Observed below the surficial soils, fill soils, and glaciofluvial soils and extended to the termination depths of the borings. Relative densities of the granular soils were loose to medium dense. Relative consistencies of the fine-grained soils were generally medium to very stiff with isolated zones of soft soils. Variable amounts of gravel; may contain cobbles and boulders. Moisture conditions were generally moist to wet. SC, CL 4 to 29 615861 Xcel Energy Project B2207371 November 4, 2022 Page 8 We did not perform gradation analysis on the topsoil material encountered in accordance with our scope of work. Therefore, we cannot conclusively determine if the encountered material satisfies a particular specification. For simplicity in this report, we define existing fill to mean existing, uncontrolled, or undocumented fill. B.3. Groundwater Groundwater was observed in two of the completed 34 soil borings (Boring ST-4 and ST-32) at depths of approximately 13 and 25 feet respectively (approximate elevations of 948 1/2 and 930 1/2 feet respectively). We anticipate that this encountered groundwater is not static groundwater but rather perched within the sandier portions of the soil profile. We anticipate that the hydrostatic groundwater level on this site is deeper than our exploration depths. Groundwater may take days or longer to reach equilibrium in the boreholes and we immediately backfilled the boreholes, in accordance with our scope of work. If the project team identifies a need for more accurate determination of groundwater depth, we can install piezometers and completed a long- term groundwater monitoring plan. Project planning should anticipate seasonal and annual fluctuations of groundwater. The project team should also anticipate that perched groundwater will likely be encountered during project excavations, as the existing soil profile is conducive to the formation of such conditions at varying depths and locations across the site. B.4. Laboratory Test Results The boring logs show the results of the laboratory testing we performed next to the tested sample depth. The moisture content tests performed on select fill soil samples indicated moisture contents ranging from about 11 to 22 percent moisture by weight. Organic content tests performed on select fill soil and swamp deposit soil samples indicated organic contents ranging from 4 to 8 percent moisture by weight. The moisture content tests performed on select naturally deposited soil samples indicated moisture contents ranging from about 13 to 31 percent moisture by weight. Sieve analysis tests performed on select naturally deposited soil samples indicated about 49 to 93 percent particles, by weight, passing the 200 sieve. Atterberg limits tests were performed on select naturally deposited clay samples and showed a liquid limit of 33 and a plastic limit of 18. 616862 Xcel Energy Project B2207371 November 4, 2022 Page 9 C. Recommendations C.1. Design and Construction Discussion C.1.a. Building Subgrade Preparation Based on results of the geotechnical exploration, the proposed structures can be supported on traditional spread footings bearing on either competent naturally deposited soils or properly compacted and moisture conditioned engineered fill soils following soil corrections. Soil corrections to remove unsuitable fill soils or glaciofluvial deposit soils from beneath the proposed buildings should be expected. C.1.b. Reuse of On-Site Soils Based on the results of the geotechnical exploration and laboratory testing program, we anticipate that the non-organic fill soils and naturally deposited soils on-site should generally be suitable for reuse as engineered fill soils assuming they are compacted and moisture conditioned as outlined in Section C.2.e. Swamp deposit soils are not considered suitable for reuse as engineered fill. Moisture conditioning of the excavated clayey and silty soils should be expected prior to their reuse. Silt soils (ML) where present will not be suitable for reuse as engineered fill as they are especially difficult to place and compact. In addition, the glaciofluvial clays are typically in a wet condition and contain lesser amounts of sand, thus, they will require significant moisture conditioning to reuse as structural fill. Clean sand as needed for backfill will need to come from an import source as no such resources were identified in our borings. Any materials to be used as engineered fill should be tested and approved by the engineer prior to placement. C.1.c. Construction Disturbance Based on the results of the geotechnical exploration, we anticipate that the existing clayey and silty soils on-site are highly moisture sensitive and susceptible to loss of strength when disturbed or if they become exposed to excessive moisture. These soils will need to be moisture conditioned prior to placement as engineered fill and protected from moisture during grading activities. Stabilization of high traffic areas of the construction site using additional rock, including drive-lanes, laydown yards, and other traffic areas, should be considered. Based on the soil conditions on this site and our experiences, the stabilization approaches that could be considered are placing a sufficiently thick crushed gravel section along these high traffic areas can help prevent loss of strength and provide a more stable working platform for support of construction traffic. However, depending on the volume of heavy 617863 Xcel Energy Project B2207371 November 4, 2022 Page 10 construction traffic, the weather conditions experienced during construction, and the measures taken during construction to limit construction traffic and standing water on prepared subgrade, it should be assumed that some maintenance of high traffic areas will likely be required throughout construction. We recommend that the project team carry contingencies into construction that account for those conditions. C.1.d. Sand Section in Deep Fill Zones The provided preliminary grading plan indicates that deep backfill zone will be needed in isolated areas within the building pads following soil corrections (i.e., near Borings ST-8, ST-11, ST-12, and ST-13), specifically near the southern side of the office/vehicle storage building and the entirety of the fleet maintenance building. Secondary consolidation of the deep backfill zones in building areas is of concern if clay soils are used as backfill. To avoid this long-term secondary consolidation of clay backfill soils, we recommend that a sand section be used in the lower zones of the new engineered fill mass in deep backfill areas. The sand section would consist of sand containing less than 12 percent of particles, by weight, passing a #200 sieve and be placed in the lower zones of the new fill mass at depths of 10 feet, or deeper, from the bottom of the planned finished floor elevation (i.e., placing sand below about elevation 942 feet within the engineered fill mass). If clay soils are used as backfill in these areas, a construction delay of about 6 to 12 months needs to be considered to allow for this settlement to occur prior to building construction. C.1.e. Additional Exploratory Test Pits Based on the results of the soil borings and depth of anticipated fill soils encountered across the site, we recommend that test pits be completed to further delineated the depth and extent of fill soils, specifically near Borings ST-1, ST-2, ST-7, ST-8, ST-21, and ST-32. These test pits will help confirm the composition of the subgrade soils and further identify the presence of fill soils in these areas of the site, that will impact grading efforts and soil correction depths for the project. We also recommend that shallower test pits are completed across the rest of the site to further delineate the depth of near-surface disturbed agricultural soils, as these soils are typically organic in nature and not reusable as engineered fill soils. Based on our experience, these agriculturally disturbed soils can vary greatly in depth across a project site and may impact the volume of reusable soils available to the grading team. C.1.f. Filling on Slopes Where existing grades are steeper than 4H:1V (i.e., on the north side of the site), we recommend placing fill from low to high elevations on benches so that successive lifts are spread and compacted on level surfaces, and a potential failure surface is not created along the fill’s lower boundary. Depending on fill 618864 Xcel Energy Project B2207371 November 4, 2022 Page 11 requirements, the contractor can construct benches by cutting into existing grades while placing fill (the composition of the exposed soils thus being in compliance with fill specifications), or by cutting the benches in advance of filling (to prevent mixing with soils not in compliance with fill specifications). The height of a given bench may vary, but not exceed, 4 feet and the width should consistently be great enough to accommodate compaction equipment. C.2. Site Grading and Subgrade Preparation C.2.a. Building Subgrade Excavations We recommend removing any topsoil/topsoil fill, existing fill soils, organic soils, glaciofluvial soils, swamp deposit soils, and man-made structures/utilities (if encountered) from below the proposed structures and their oversize areas. These unsuitable soils are not suitable for support of the proposed structures due to their risk of excessive settlement. We also recommend having a geotechnical engineer, or an engineering technician working under the direction of a geotechnical engineer, (geotechnical representative) evaluate the suitability of exposed subgrade soils to support the proposed structure. Table 4 shows the anticipated excavation depths and bottom elevations for each of the completed soil borings. Table 4. Building Excavation Depths Structure Location Approximate Surface Elevation feet) Anticipated Excavation Depth feet) Anticipated Bottom Elevation (feet) Anticipated Depth Below the Assumed Finished Floor Elevations of 952 1/2 feet feet) Office / Vehicle Storage Structure ST-1 971.8 7 964 1/2 Cut To Grade ST-2 965.3 4 1/2 960 1/2 Cut To Grade ST-3 963.7 9 1/2 954 Cut To Grade ST-4 961.2 9 1/2 951 1/2 1 ST-5 957.9 4 1/2 953 Cut To Grade ST-6 958.7 9 1/2 949 3 1/2 ST-7 955.8 4 1/2 951 1 1/2 ST-8 949.2 13 936 16 1/2 ST-9 950.0 4 1/2 945 1/2 7 619865 Xcel Energy Project B2207371 November 4, 2022 Page 12 Structure Location Approximate Surface Elevation feet) Anticipated Excavation Depth feet) Anticipated Bottom Elevation (feet) Anticipated Depth Below the Assumed Finished Floor Elevations of 952 1/2 feet feet) Fleet Maintenance Structure ST-10 948.9 1/2 948 4 1/2 ST-11 945.5 4 1/2 941 11 1/2 ST-12 939.6 7 932 1/2 20 ST-13 939.7 4 1/2 939 1/2 13 Cold Storage Structures ST-16 950.6 4 1/2 946 6 1/2 ST-17 957.4 1 956 1/2 Cut To Grade ST-18 956.6 1 955 1/2 Cut To Grade ST-19 960.9 1 960 Cut To Grade ST-20 960.1 7 953 Cut To Grade ST-21 961.8 7 954 1/2 Cut To Grade Excavation depths will vary between the borings. Portions of the excavations may also extend deeper than indicated by the borings. A geotechnical representative should observe the excavations to make the necessary field judgments regarding the suitability of the exposed soils. We also recommend that test pits are completed in areas where fill or glaciofluvial deposits are encountered to further delineated the depth and extent of these soils below the proposed structures (see Section C.1.e. for additional information regarding test pits). The contractor should use equipment and techniques to minimize soil disturbance. If soils become disturbed or are wet, we recommend excavation and replacement with more suitable soils or crushed rock. C.2.b. Excavation Oversizing When removing unsuitable materials below structures for soil corrections, we recommend the excavation extend outward and downward at a slope of 1H:1V (horizontal:vertical) or flatter. See Figure 2 for an illustration of excavation oversizing. 620866 Xcel Energy Project B2207371 November 4, 2022 Page 13 Figure 2. Generalized Illustration of Oversizing C.2.c. Excavated Slopes Based on the borings, we anticipate on-site soils in excavations will generally consist of silt and clay-laden fill soils and clay-based naturally deposited soils. The fill or granular soils are typically considered Type C Soil under OSHA (Occupational Safety and Health Administration) guidelines and the clay-based naturally deposited soils are generally considered Type B Soil under OSHA (Occupational Safety and Health Administration) guidelines. OSHA guidelines indicate unsupported excavations in Type C soils should have a gradient no steeper than 1 1/2H:1V and Type B soils should have a gradient no steeper than 1H:1V. Slopes constructed in this manner may still exhibit surface sloughing. OSHA requires an engineer to evaluate slopes or excavations over 20 feet in depth. 1. Engineered fill as defined in C.2.e. 2. Excavation oversizing minimum of 1 to 1 horizontal to vertical) slope or flatter 3. Engineered fill as required to meet pavement support or landscaping requirements as defined in C.2.e. 4. Backslope to OSHA requirements 621867 Xcel Energy Project B2207371 November 4, 2022 Page 14 An OSHA-approved qualified person should review the soil classification in the field. Excavations must comply with the requirements of OSHA 29 CFR, Part 1926, Subpart P, “Excavations and Trenches.” This document states excavation safety is the responsibility of the contractor. The project specifications should reference these OSHA requirements. C.2.d. Excavation Dewatering We do not anticipate that groundwater will be encountered during project excavations. If perched water or accumulated runoff water is encountered, we recommend it is removed from the excavations to facilitate proper backfilling and concrete placement. Based on the soil boring results, we recommend that sumps and pumps should be suitable for removal of groundwater should it is encountered. C.2.e. Engineered Fill Materials and Compaction Table 5 below contains our recommendations for engineered fill materials. Table 5. Engineered Fill Materials* Locations To Be Used Engineered Fill Classification Possible Soil Type Descriptions Gradation Additional Requirements Below foundations Below interior slabs Structural fill CL, SC, SM, SP-SM, SM 100% passing 2-inch sieve 2% Organic Content (OC) Plasticity Index (PI) 15% Drainage layer Non-frost- susceptible Free-draining Non-frost- susceptible fill Clean Sand SP 100% passing 1-inch sieve 50% passing #40 sieve 5% passing #200 sieve 2% OC Behind maintenance pit walls, beyond drainage layer Deep fill zones (<10 feet below FFE) Retained fill Deep fill zones SP, SP-SM 100% passing 3-inch sieve 12% passing #200 sieve 2% OC Pavements Pavement fill CL, SC, SM, SP-SM, SP 100% passing 3-inch sieve 2% OC PI < 15% More select soils comprised of coarse sands with < 5% passing #200 sieve may be needed to accommodate work occurring in periods of wet or freezing weather. Based on the soil borings, deep backfill zones in excess of 10 feet in thickness will be present following soil correction excavations within the office/vehicle storage building (ST-6) and within the fleet maintenance building (ST-11 through ST-13). We caution that deep backfill zones, if composed of 622868 Xcel Energy Project B2207371 November 4, 2022 Page 15 clay-based soil, will consolidate under their own weight in addition to structural loading. Thus, we recommend that the lower portion of deep backfill zones consist of granular structural fill. That is, where backfill zones are greater than 10 feet in thickness below floor slab grade (fill placed below an elevation of 943 feet), we recommend the lower portion consist of granular structural fill as outlined in Section C.2.e. If this granular structural fill zone is not placed in the deep portion of the building pad soil corrections, a construction delay on the order of 6 to 12 months will be needed to allow for this secondary settlement of clay backfill to occur. Where clean granular soils are used as engineered fill overlying less permeable cohesive soils, these areas with granular soils should be provided with a way for excess water to drain. If drainage is not allowed, infiltrating groundwater may be retained on top of the less permeable cohesive soils and create a bathtub effect”. This has the possibility of causing excessive frost heave if the water is not allowed to drain. The addition of draintile may be a solution for this problem. We recommend spreading engineered fill in loose lifts of approximately 8 inches thick. We recommend compacting engineered fill in accordance with the criteria presented below in Table 6. The project documents should specify relative compaction of engineered fill, based on the structure located above the engineered fill, and vertical proximity to that structure. Table 6. Compaction Recommendations Summary Reference Relative Compaction, percent ASTM D698 – Standard Proctor) Moisture Content Variance from Optimum, percentage points Sand Soils SP, SP-SM) Silt and Clay-Laden Soils CL, SC, SM) Below foundations, interior slabs, and oversizing zones 100 ±3 -1 to +3 Deep engineered fill zones (>10 feet below FFE) 100 ±3 N/A Within 3 feet of pavement subgrade 100 ±3 -2 to +1 More than 3 feet below pavement subgrade 95 ±3 ±3 Adjacent to maintenance pit walls 95* ±3 N/A Increase compaction requirement to meet compaction required for structure supported by this engineered fill. 623869 Xcel Energy Project B2207371 November 4, 2022 Page 16 The project documents should not allow the contractor to use frozen material as engineered fill or to place engineered fill on frozen material. Frost should not penetrate under foundations during construction. We recommend performing density tests in engineered fill to evaluate if the contractors are effectively compacting the soil and meeting project requirements. C.2.f. Special Inspections of Soils We recommend including the site grading and placement of engineered fill within the building pad under the requirements of Special Inspections, as provided in Chapter 17 of the International Building Code, which is part of the Minnesota State Building Code. Special Inspection requires observation of soil conditions below engineered fill or footings, evaluations to determine if excavations extend to the anticipated soils, and if engineered fill materials meet requirements for type of engineered fill and compaction condition of engineered fill. A licensed geotechnical engineer should direct the Special Inspections of site grading and engineered fill placement. The purpose of these Special Inspections is to evaluate whether the work is in accordance with the approved Geotechnical Report for the project. Special Inspections should include evaluation of the subgrade, observing preparation of the subgrade surface compaction or dewatering, excavation oversizing, placement procedures and materials used for engineered fill, etc.) and compaction testing of the engineered fill. C.3. Spread Footings Based on the results of the geotechnical exploration and subsequent laboratory testing program, the proposed structures can be supported on traditional spread footings bearing on either competent naturally deposited soils or properly moisture conditioned and compacted engineered fill soils following soil corrections. Table 7 below contains our recommended parameters for foundation design. Table 7. Recommended Spread Footing Design Parameters Item Description Maximum net allowable bearing pressure (psf) 4,000 Minimum factor of safety for bearing capacity failure 3.0 Minimum width (inches) 24 – Strip Footings 36 – Column Pads Minimum embedment below final exterior grade for heated structures (inches) 42 624870 Xcel Energy Project B2207371 November 4, 2022 Page 17 Item Description Minimum embedment below final exterior grade for unheated structures or for footings not protected from freezing temperatures during construction (inches) 60 Total estimated settlement (inches) Approximately 1 inch Differential settlement Typically about 2/3 of total settlement C.4. Maintenance Pit Walls While the service center structures will be slab-on-grade, we understand there may be small soil- retaining walls (less than 3 1/2 feet) for internal maintenance pits. For walls with unbalanced fill loads, we recommend the engineered fill located within 5 feet of the walls consist of clean sand as defined in Section C.2.e. If clean sand is used as wall backfill, we recommend designing the walls based on a lateral coefficient of 0.28 for active pressure, and 0.44 for at-rest earth pressure with a friction angle of 34 degrees and a wet unit weight of 115 pcf for clean sand soils (SP, SP-SM) as outlined in Section C.2.e. Designs should also consider the slope of any fill and dead or live loads, including equipment and materials, placed within a horizontal distance behind the walls that is equal to the height of the walls. Our recommended values also assume the wall design provides drainage to prevent water from accumulating behind the walls. The construction documents should clearly identify the material properties of the soil the contractor should use for wall fill. The project documents should indicate if walls need bracing prior to filling and allowable unbalanced fill heights. C.5. Interior Slabs C.5.a. Subgrade Modulus We anticipate that the floor slab will be supported on competent naturally deposited clay soils or properly compacted and moisture conditioned clay-based engineered fill soils. We recommend using a modulus of subgrade reaction, k, of 100 pounds per square inch per inch of deflection (pci) to design the slabs. If the slab design requires placing 6 inches of compacted crushed aggregate base immediately below the slab, the slab design may increase the k-value by 25 pci. We recommend that the aggregate base materials be free of bituminous. In addition to improving the modulus of subgrade reaction, an aggregate base facilitates construction activities and is less weather sensitive. 625871 Xcel Energy Project B2207371 November 4, 2022 Page 18 C.5.b. Moisture Vapor Protection Excess transmission of water vapor could cause floor dampness, certain types of floor bonding agents to separate, or mold to form under floor coverings. If project planning includes using floor coverings or coatings, we recommend placing a vapor retarder or vapor barrier immediately beneath the slab. We also recommend consulting with floor covering manufacturers regarding the appropriate type, use and installation of the vapor retarder or barrier to preserve warranty assurances. C.6. Frost Protection C.6.a. General We anticipate that clay and silt-laden soils will underlie exterior slabs (i.e., building entrances or sidewalks). We consider these soils to be moderately to highly frost susceptible. Soils of this type can retain moisture and heave upon freezing. In general, this characteristic is not an issue unless these soils become saturated, due to surface runoff or infiltration, or are excessively wet in situ. Once frozen, unfavorable amounts of general and isolated heaving of the soils and the surface structures supported on them could develop. This type of heaving could affect design drainage patterns and the performance of exterior slabs and pavements, as well as any isolated exterior footings and piers. Note that general runoff and infiltration from precipitation are not the only sources of water that can saturate subgrade soils and contribute to frost heave. Roof drainage and irrigation of landscaped areas in close proximity to exterior slabs, pavements, and isolated footings and piers, contribute as well. C.6.b. Frost Heave Mitigation To address most of the heave related issues, we recommend setting general site grades and grades for exterior surface features to direct surface drainage away from buildings, across large paved areas and away from walkways. Such grading will limit the potential for saturation of the subgrade and subsequent heaving. General grades should also have enough “slope” to tolerate potential larger areas of heave, which may not fully settle after thawing. Even small amounts of frost-related differential movement at walkway joints or cracks can create tripping hazards. Project planning can explore several subgrade improvement options to address this condition. One of the more conservative subgrade improvement options to mitigate potential heave is removing any frost-susceptible soils present below the exterior slab areas down to a minimum depth of 4 feet below subgrade elevations or to the bottom of adjacent footing elevations. We recommend filling the 626872 Xcel Energy Project B2207371 November 4, 2022 Page 19 resulting excavation with non-frost-susceptible fill. We also recommend sloping the bottom of the excavation toward one or more collection points to remove any water entering the engineered fill. This approach will not be effective in controlling frost heave without removing the water. An important geometric aspect of the excavation and replacement approach described above is sloping the banks of the excavations to create a more gradual transition between the unexcavated soils considered frost susceptible and the engineered fill in the excavated area, which is not frost susceptible. The slope allows attenuation of differential movement that may occur along the excavation boundary. We recommend slopes that are 3H:1V, or flatter, along transitions between frost-susceptible and non- frost-susceptible soils. Figure 3 shows an illustration summarizing some of the recommendations. Figure 3. Frost Protection Geometry Illustration Another option is to limit frost heave in critical areas, such as doorways and entrances, via frost-depth footings or localized excavations with sloped transitions between frost-susceptible and non-frost- susceptible soils, as described above. Over the life of slabs, cracks will develop and joints will open up, which will expose the subgrade and allow water to enter from the surface and either saturate or perch atop the subgrade soils. This water intrusion increases the potential for frost heave or moisture-related distress near the crack or joint. Therefore, we recommend implementing a detailed maintenance program to seal and/or fill any cracks and joints. The maintenance program should give special attention to areas where dissimilar materials abut one another, where construction joints occur and where shrinkage cracks develop. 627873 Xcel Energy Project B2207371 November 4, 2022 Page 20 C.7. Pavements C.7.a. Pavement Subgrade Preparation We recommend the following steps for pavement and exterior slab subgrade preparation, understanding the site will have a grade change of 5 feet or less. Note that project planning may need to require additional subcuts to limit frost heave. 1. Strip unsuitable soils consisting of topsoil, organic soils, soft clay soils, silt soils, vegetation, and existing structures/utilities (if encountered) from the area from within the pavement grade. Any silt soils encountered within the pavement subgrade should be removed to a minimum depth of 2 feet below proposed pavement subgrade elevation. 2. Have a geotechnical representative observe the excavated subgrade to evaluate if additional subgrade improvements are necessary. Based on the results of the borings, the contractor should anticipate that minor soil correction excavations of the existing fill or unsuitable naturally deposited soils may be needed to provide a stable subgrade. Where needed, subcuts on the order of 2 to 3 feet should be sufficient in pavement areas at this site. 3. Slope subgrade soils to allow the removal of accumulating water. 4. Scarify, moisture condition, and surface compact the resulting subgrade. 5. Place pavement engineered fill to grade and compact in accordance with Section C.2.e. to bottom of pavement and exterior slab section. See Section C.6. for additional considerations related to frost heave. 6. Proofroll the pavement or exterior slab subgrade as described in Section C.7.b. C.7.b. Pavement Subgrade Proofroll After preparing the subgrade as described above and prior to the placement of the aggregate base, we recommend proofrolling the subgrade soils with a fully loaded tandem-axle truck. We also recommend having a geotechnical representative observe the proofroll. Areas that fail the proofroll likely indicate soft or weak areas that will require additional soil correction work to support pavements. The contractor should correct areas that display excessive yielding or rutting during the proofroll, as determined by the geotechnical representative. Possible options for subgrade correction include moisture conditioning and recompaction, subcutting and replacement with soil or crushed aggregate, 628874 Xcel Energy Project B2207371 November 4, 2022 Page 21 chemical stabilization and/or geotextiles. We recommend performing a second proofroll after the aggregate base material is in place, and prior to placing bituminous or concrete pavement. C.7.c. Design Sections Our scope of services for this project did not include laboratory tests on subgrade soils to determine an R-value for pavement design. Based on our experience with similar soils anticipated at the pavement subgrade elevation, we recommend pavement design assume an R-value of 12. Note the contractor may need to perform limited removal of unsuitable or less suitable soils to achieve this value. Table 8 provides minimum recommended pavement sections, based on the soils supporting and the assumed traffic loads. Table 8. Recommended Minimum Bituminous Pavement Sections Use Light Duty Heavy Duty Minimum asphalt thickness (inches) 4 5 Minimum aggregate base thickness inches) 8 10 C.7.d. Concrete Pavements For concrete pavements used in areas with higher traffic and turning loads, we recommend a minimum 6 inches of concrete overlying 6 inches of aggregate base. We assumed the concrete pavement sections will have edge support. We recommend placing an aggregate base below the pavement to provide a suitable subgrade for concrete placement, reduce faulting and help dissipate loads. Appropriate mix designs, panel sizing, jointing, doweling, and edge reinforcement are critical to performance of rigid pavements. We recommend you contact your civil engineer to determine the final design or consult with us for guidance on these items. C.7.e. Bituminous Pavement Materials Appropriate mix designs are critical to the performance of flexible pavements. We can provide recommendations for pavement material selection during final pavement design. C.7.f. Subgrade Drainage We recommend installing perforated drainpipes throughout pavement areas at low points, around catch basins, and behind curb in landscaped areas. We also recommend installing drainpipes along pavement and exterior slab edges where exterior grades promote drainage toward those edge areas. The contractor should place drainpipes in small trenches, extended below the aggregate base material. 629875 Xcel Energy Project B2207371 November 4, 2022 Page 22 C.7.g. Performance and Maintenance We based the above pavement designs on a 20-year performance life for pavements. This is the amount of time before we anticipate the pavement will require reconstruction. This performance life assumes routine maintenance, such as seal coating and crack sealing. The actual pavement life will vary depending on variations in weather, traffic conditions and maintenance. It is common to place the non-wear course of bituminous and then delay placement of wear course. For this situation, we recommend evaluating if the reduced pavement section will have sufficient structure to support construction traffic. Many conditions affect the overall performance of the pavements. Some of these conditions include the environment, loading conditions and the level of ongoing maintenance. With regard to bituminous pavements in particular, it is common to have thermal cracking develop within the first few years of placement, and continue throughout the life of the pavement. We recommend developing a regular maintenance plan for filling cracks in exterior slabs and pavements to lessen the potential impacts for cold weather distress due to frost heave or warm weather distress due to wetting and softening of the subgrade. C.8. Utilities C.8.a. Subgrade Stabilization Earthwork activities associated with utility installations located inside the building area should adhere to the recommendations in Section C.2.e. For exterior utilities, we anticipate the soils at typical invert elevations will be suitable for utility support. However, if construction encounters unfavorable conditions such as soft clay, organic soils, silt soils, or perched water at invert grades, the unsuitable soils may require some additional subcutting and replacement with sand or crushed rock to prepare a proper subgrade for pipe support. We do not recommend that pipes are placed directly on silt soils. Project design and construction should not place utilities within the 1H:1V oversizing of foundations. C.8.b. Utility Backfill We recommend utility trench backfill adhere to the recommendations of Section C.2.e. depending on what overlies the trench. The contractor should anticipate that zones of less desirable existing fill may need to be separated as well as moisture conditioned prior to placement as utility trench backfill. 630876 Xcel Energy Project B2207371 November 4, 2022 Page 23 C.8.c. Corrosion Potential Based on our experience, the soils encountered by the borings are moderately corrosive to metallic conduits, but only marginally corrosive to concrete. We recommend specifying non-corrosive materials or providing corrosion protection, unless project planning chooses to perform additional tests to demonstrate the soils are not corrosive. C.9. Stormwater Infiltration We performed Borings ST-28 through ST-34 within the potential stormwater management basins at the site. Within these areas, silt and clay-laden soils were generally encountered throughout the soil profile. The soils encountered in the stormwater management areas of the site are generally classified in hydrologic soil group D in accordance with the Minnesota Stormwater Manual. We also performed laboratory permeability testing near the proposed pond bottoms in lieu of Double-Ring Infiltrometer testing or the like to obtain the hydraulic conductivity of the existing in-place soils. The results of these laboratory tests are shown Table 9 below and in more detail in the Appendix. Based on these results, the soils are not conducive to rapid infiltration and we do not recommend that stormwater basins be designed to infiltrate at this site. Alternative options that can be considered in lieu of stormwater infiltration include retention ponds, filtration ponds, or holding tanks. Table 9. Laboratory Permeability Testing Results Boring / Depth Approximate Test Elevation feet) Hydraulic Conductivity cm/sec) Boring ST-34 @ 25 feet 931 feet 9.4E-08 Boring ST-29 @ 15 feet 930 feet 8.8E-08 Boring ST-30 @ 15 feet 925 feet 1.3E-07 C.10. Equipment Support The recommendations included in the report may not be applicable to equipment used for the construction and maintenance of this project. We recommend evaluating subgrade conditions in areas of shoring, scaffolding, cranes, pumps, lifts and other construction equipment prior to mobilization to determine if the exposed materials are suitable for equipment support, or require some form of subgrade improvement. We also recommend project planning consider the effect that loads applied by such equipment may have on structures they bear on or surcharge – including pavements, buried utilities, below-grade walls, etc. We can assist you in this evaluation. 631877 Xcel Energy Project B2207371 November 4, 2022 Page 24 D. Procedures D.1. Penetration Test Borings We drilled the penetration test borings with an All-Terrain Vehicle (ATV)-mounted core and auger drill equipped with hollow-stem auger. We performed the borings in general accordance with ASTM D6151 taking penetration test samples at 2 1/2- or 5-foot intervals in general accordance to ASTM D1586. We collected thin-walled tube samples in general accordance with ASTM D1587 at selected depths. The boring logs show the actual sample intervals and corresponding depths. We sealed penetration test boreholes in general accordance with MDH procedures. D.2. Exploration Logs D.2.a. Log of Boring Sheets The Appendix includes Log of Boring sheets for our penetration test borings. The logs identify and describe the penetrated geologic materials, and present the results of penetration resistance and other in-situ tests performed. The logs also present the results of laboratory tests performed on penetration test samples and groundwater measurements. We inferred strata boundaries from changes in the penetration test samples and the auger cuttings. Because we did not perform continuous sampling, the strata boundary depths are only approximate. The boundary depths likely vary away from the boring locations, and the boundaries themselves may occur as gradual rather than abrupt transitions. D.2.b. Geologic Origins We assigned geologic origins to the materials shown on the logs and referenced within this report, based on: (1) a review of the background information and reference documents cited above, (2) visual classification of the various geologic material samples retrieved during the course of our subsurface exploration, (3) penetration resistance and other in-situ testing performed for the project, (4) laboratory test results, and (5) available common knowledge of the geologic processes and environments that have impacted the site and surrounding area in the past. 632878 Xcel Energy Project B2207371 November 4, 2022 Page 25 D.3. Material Classification and Testing D.3.a. Visual and Manual Classification We visually and manually classified the geologic materials encountered based on ASTM D2488. When we performed laboratory classification tests, we used the results to classify the geologic materials in accordance with ASTM D2487. The Appendix includes a chart explaining the classification system we used. D.3.b. Laboratory Testing The exploration logs in the Appendix note the results of the laboratory tests performed on geologic material samples. We performed the tests in general accordance with ASTM procedures. D.4. Groundwater Measurements The drillers checked for groundwater while advancing the penetration test borings, and again after auger withdrawal. We then filled the boreholes as noted on the boring logs. E. Qualifications E.1. Variations in Subsurface Conditions E.1.a. Material Strata We developed our evaluation, analyses and recommendations from a limited amount of site and subsurface information. It is not standard engineering practice to retrieve material samples from exploration locations continuously with depth. Therefore, we must infer strata boundaries and thicknesses to some extent. Strata boundaries may also be gradual transitions, and project planning should expect the strata to vary in depth, elevation and thickness, away from the exploration locations. Variations in subsurface conditions present between exploration locations may not be revealed until performing additional exploration work, or starting construction. If future activity for this project reveals any such variations, you should notify us so that we may reevaluate our recommendations. Such variations could increase construction costs, and we recommend including a contingency to accommodate them. 633879 Xcel Energy Project B2207371 November 4, 2022 Page 26 E.1.b. Groundwater Levels We made groundwater measurements under the conditions reported herein and shown on the exploration logs, and interpreted in the text of this report. Note that the observation periods were relatively short, and project planning can expect groundwater levels to fluctuate in response to rainfall, flooding, irrigation, seasonal freezing and thawing, surface drainage modifications and other seasonal and annual factors. E.2. Continuity of Professional Responsibility E.2.a. Plan Review We based this report on a limited amount of information, and we made a number of assumptions to help us develop our recommendations. We should be retained to review the geotechnical aspects of the designs and specifications. This review will allow us to evaluate whether we anticipated the design correctly, if any design changes affect the validity of our recommendations, and if the design and specifications correctly interpret and implement our recommendations. E.2.b. Construction Observations and Testing We recommend retaining us to perform the required observations and testing during construction as part of the ongoing geotechnical evaluation. This will allow us to correlate the subsurface conditions exposed during construction with those encountered by the borings and provide professional continuity from the design phase to the construction phase. If we do not perform observations and testing during construction, it becomes the responsibility of others to validate the assumption made during the preparation of this report and to accept the construction-related geotechnical engineer-of-record responsibilities. E.3. Use of Report This report is for the exclusive use of the addressed parties. Without written approval, we assume no responsibility to other parties regarding this report. Our evaluation, analyses and recommendations may not be appropriate for other parties or projects. E.4. Standard of Care In performing its services, Braun Intertec used that degree of care and skill ordinarily exercised under similar circumstances by reputable members of its profession currently practicing in the same locality. No warranty, express or implied, is made. 634880 Appendix 635881 ST-1 ST-2 ST-3 ST-4 ST-5 ST-6 ST-7 ST-8 ST-9 ST-10 ST-11 ST-12 ST-13 ST-14 ST-15 ST-16 ST-17 ST-18 ST-19 ST-20 ST-21 ST-22 ST-23 ST-24 ST-25 ST-26 ST-27 ST-28 ST-29 ST-30 ST-31 ST-32 ST-33 ST-34 COULTER BOULEVA RD HIGHWAY 5 STONE CREEK DRIVEF:\2022\B2207371\ CAD\B2207371.dwg, Geotech,9/25/2022 9:56: 00 AMbraunintertec.com 952.995. 2000 Minneapolis, MN 55438 11001 Hampshire Avenue S Project No:B2207371 Drawn By: Date Drawn: Checked By:Last Modified: 9/25/22 Drawing No: Project Information Drawing Information B2207371 JAG 9/7/ 22 RSJ XcelService Center Intersection of Stone Creek Drive and Coulter Boulevard Chanhassen, Minnesota Soil BoringLocation SketchN Elev./ Depth ft 970.4 1.4 964.8 7.0 947.3 24.5 945.8 26.0 WaterLevelDescription of Materials Soil-ASTM D2488 or 2487; Rock-USACE EM 1110-1-2908) SILTY SAND (SM), fine to medium-grained, trace Gravel, dark brown, moist (TOPSOIL FILL) FILL: SILTY SAND (SM), fine to medium- grained, trace Gravel, brown, moist SILTY SAND (SM), fine to coarse-grained, trace Gravel, brown to gray, medium dense GLACIAL TILL) SANDY LEAN CLAY (CL), trace Gravel, brown, moist, very stiff (GLACIAL TILL) END OF BORING Boring then grouted 5 10 15 20 25 30 SampleBlows N-Value) Recovery 3-3-4 7) 16" 2-4-5 9) 14" 4-7-8 15) 12" 5-5-8 13) 10" 3-7-5 12) 8" 2-5-6 11) 8" 5-10-11 21) 12" 6-10-11 21) 16" q tsf MC 11 13 17 Tests or Remarks P200=49% Water not observed while drilling. LOG OF BORING See Descriptive Terminology sheet for explanation of abbreviations Project Number B2207371 Geotechnical Evaluation Xcel Service Center -Chanhassen Intersection of Stone Creek Dr & Coulter Blvd Chanhassen, Minnesota BORING:ST-1 LOCATION: See attached sketch DATUM:NAD 1983 HARN Adj MN Hennepin (US Feet) NORTHING:181322 EASTING:551215 DRILLER:M. Takada LOGGED BY:R. Jett START DATE:09/19/22 END DATE:09/19/22 SURFACE ELEVATION:971.8 ft RIG:7503 METHOD:3 1/4" HSA SURFACING:Field WEATHER:Sunny -65°F B2207371 Braun Intertec Corporation Print Date:11/03/2022 ST-1 page 1 of 1 637883 Elev./ Depth ft 963.8 1.5 960.8 4.5 944.3 21.0 WaterLevelDescription of Materials Soil-ASTM D2488 or 2487; Rock-USACE EM 1110-1-2908) SILTY SAND (SM), fine to medium-grained, trace Gravel, dark brown, moist (TOPSOIL FILL) FILL: SILTY SAND (SM), fine to medium- grained, trace Gravel, brown, moist CLAYEY SAND (SC), trace Gravel, brown to gray, moist, stiff to very stiff (GLACIAL TILL) END OF BORING Boring then grouted 5 10 15 20 25 30 SampleBlows N-Value) Recovery 4-5-6 11) 10" 6-7-7 14) 8" 3-4-6 10) 10" 4-5-8 13) 10" 4-6-7 13) 16" 6-8-8 16) 14" 5-6-9 15) 14" q tsf MC 19 17 Tests or Remarks Water not observed while drilling. LOG OF BORING See Descriptive Terminology sheet for explanation of abbreviations Project Number B2207371 Geotechnical Evaluation Xcel Service Center -Chanhassen Intersection of Stone Creek Dr & Coulter Blvd Chanhassen, Minnesota BORING:ST-2 LOCATION: See attached sketch DATUM:NAD 1983 HARN Adj MN Hennepin (US Feet) NORTHING:181244 EASTING:551204 DRILLER:M. Takada LOGGED BY:R. Jett START DATE:09/19/22 END DATE:09/19/22 SURFACE ELEVATION:965.3 ft RIG:7503 METHOD:3 1/4" HSA SURFACING:Field WEATHER:Sunny -65°F B2207371 Braun Intertec Corporation Print Date:11/03/2022 ST-2 page 1 of 1 638884 Elev./ Depth ft 963.5 0.3 956.7 7.0 954.2 9.5 942.7 21.0 WaterLevelDescription of Materials Soil-ASTM D2488 or 2487; Rock-USACE EM 1110-1-2908) CLAYEY SAND (SC), trace Gravel, dark brown, moist (TOPSOIL FILL) FILL: SILTY SAND (SM), fine to medium- grained, trace Gravel, contains seams of Clay, organic, black, moist LEAN CLAY (CL), trace Gravel, gray to brown, moist, stiff (GLACIOFLUVIUM) CLAYEY SAND (SC), trace Gravel, brown to gray, moist, medium to stiff (GLACIAL TILL) END OF BORING Boring then grouted 5 10 15 20 25 30 SampleBlows N-Value) Recovery 3-3-3 6) 4" 3-3-5 8) 6" 3-4-5 9) 10" 3-3-4 7) 10" 3-3-4 7) 12" 4-4-6 10) 324" 4-6-8 14) 20" q tsf MC 18 30 20 Tests or Remarks OC=6% Water not observed while drilling. LOG OF BORING See Descriptive Terminology sheet for explanation of abbreviations Project Number B2207371 Geotechnical Evaluation Xcel Service Center -Chanhassen Intersection of Stone Creek Dr & Coulter Blvd Chanhassen, Minnesota BORING:ST-3 LOCATION: See attached sketch DATUM:NAD 1983 HARN Adj MN Hennepin (US Feet) NORTHING:181285 EASTING:551329 DRILLER:J. Tatro LOGGED BY:R. Jett START DATE:09/19/22 END DATE:09/19/22 SURFACE ELEVATION:963.7 ft RIG:75011 METHOD:3 1/4" HSA SURFACING:Weeds WEATHER:Clear B2207371 Braun Intertec Corporation Print Date:11/03/2022 ST-3 page 1 of 1 639885 Elev./ Depth ft 959.2 2.0 956.7 4.5 954.2 7.0 951.7 9.5 941.7 19.5 940.2 21.0 WaterLevelDescription of Materials Soil-ASTM D2488 or 2487; Rock-USACE EM 1110-1-2908) SILTY SAND (SM), fine to medium-grained, trace Gravel, dark brown, moist (TOPSOIL FILL) FILL: SILTY SAND (SM), fine to coarse- grained, trace Gravel, organic, black, moist FILL: CLAYEY SAND (SC), little Gravel, organic, black, moist SANDY LEAN CLAY (CL), trace Gravel, gray to brown, moist, medium (GLACIOFLUVIUM) SANDY LEAN CLAY (CL), trace Gravel, brown to gray, moist, medium to stiff (GLACIAL TILL) SANDY LEAN CLAY (CL), trace Gravel, dark gray, moist, stiff (GLACIAL TILL) END OF BORING Boring then grouted 5 10 15 20 25 30 SampleBlows N-Value) Recovery 3-4-5 9) 6" 4-3-4 7) 6" 4-2-3 5) 8" 2-3-3 6) 8" 4-3-4 7) 12" 3-5-7 12) 18" 6-7-7 14) 18" q tsf MC 18 22 19 Tests or Remarks OC=4% P200=52% Water observed at 13.0 feet while drilling. LOG OF BORING See Descriptive Terminology sheet for explanation of abbreviations Project Number B2207371 Geotechnical Evaluation Xcel Service Center -Chanhassen Intersection of Stone Creek Dr & Coulter Blvd Chanhassen, Minnesota BORING:ST-4 LOCATION: See attached sketch DATUM:NAD 1983 HARN Adj MN Hennepin (US Feet) NORTHING:181324 EASTING:551425 DRILLER:J. Tatro LOGGED BY:R. Jett START DATE:09/19/22 END DATE:09/19/22 SURFACE ELEVATION:961.2 ft RIG:75011 METHOD:3 1/4" HSA SURFACING:Vegetation WEATHER:Clear, Dewy B2207371 Braun Intertec Corporation Print Date:11/03/2022 ST-4 page 1 of 1 640886 Elev./ Depth ft 955.9 2.0 953.4 4.5 943.4 14.5 931.9 26.0 WaterLevelDescription of Materials Soil-ASTM D2488 or 2487; Rock-USACE EM 1110-1-2908) CLAYEY SAND (SC), trace Gravel, black, moist TOPSOIL) CLAYEY SAND (SC), trace Gravel, dark brown, moist, stiff (GLACIOFLUVIUM) SANDY LEAN CLAY (CL), trace Gravel, brown to gray, moist, medium to stiff (GLACIAL TILL) SANDY LEAN CLAY (CL), trace Gravel, dark gray, moist, stiff (GLACIAL TILL) END OF BORING Boring then grouted 5 10 15 20 25 30 SampleBlows N-Value) Recovery 3-4-5 9) 8" 3-3-4 7) 10" 3-5-6 11) 20" 6-6-7 13) 20" 7-9-11 20) 20" 6-6-8 14) 20" 5-5-7 12) 24" 5-5-6 11) 22" q tsf MC 24 17 Tests or Remarks Water not observed while drilling. LOG OF BORING See Descriptive Terminology sheet for explanation of abbreviations Project Number B2207371 Geotechnical Evaluation Xcel Service Center -Chanhassen Intersection of Stone Creek Dr & Coulter Blvd Chanhassen, Minnesota BORING:ST-5 LOCATION: See attached sketch DATUM:NAD 1983 HARN Adj MN Hennepin (US Feet) NORTHING:181249 EASTING:551456 DRILLER:D. Moeller LOGGED BY:R. Jett START DATE:09/19/22 END DATE:09/19/22 SURFACE ELEVATION:957.9 ft RIG:75011 METHOD:3 1/4" HSA SURFACING:Vegetation/Weeds WEATHER:Clear B2207371 Braun Intertec Corporation Print Date:11/03/2022 ST-5 page 1 of 1 641887 Elev./ Depth ft 958.5 0.2 954.2 4.5 949.2 9.5 937.7 21.0 WaterLevelDescription of Materials Soil-ASTM D2488 or 2487; Rock-USACE EM 1110-1-2908) SILTY SAND (SM), fine to medium-grained, trace Gravel, dark brown, moist (TOPSOIL FILL) FILL: SILTY SAND (SM), fine to medium- grained, trace Gravel, organic, dark brown to black, moist CLAYEY SAND (SC), trace Gravel, gray to brown, moist, stiff (GLACIOFLUVIUM) Contains seams of POORLY GRADED SAND at 8 1/2 feet SANDY LEAN CLAY (CL), trace Gravel, contains seams of Sand, brown, moist, stiff to very stiff (GLACIAL TILL) END OF BORING Boring then grouted 5 10 15 20 25 30 SampleBlows N-Value) Recovery 6-6-6 12) 6" 6-7-7 14) 6" 10-9-6 15) 8" 10-5-7 12) 10" 5-5-7 12) 12" 7-8-10 18) 18" 7-9-13 22) 24" q tsf MC 14 13 19 Tests or Remarks OC=4% Water not observed while drilling. LOG OF BORING See Descriptive Terminology sheet for explanation of abbreviations Project Number B2207371 Geotechnical Evaluation Xcel Service Center -Chanhassen Intersection of Stone Creek Dr & Coulter Blvd Chanhassen, Minnesota BORING:ST-6 LOCATION: See attached sketch DATUM:NAD 1983 HARN Adj MN Hennepin (US Feet) NORTHING:181170 EASTING:551289 DRILLER:J. Tatro LOGGED BY:R. Jett START DATE:09/20/22 END DATE:09/20/22 SURFACE ELEVATION:958.7 ft RIG:75011 METHOD:3 1/4" HSA SURFACING: Vegetation/Long Grass WEATHER:Clear B2207371 Braun Intertec Corporation Print Date:11/03/2022 ST-6 page 1 of 1 642888 Elev./ Depth ft 955.0 0.8 951.3 4.5 943.8 12.0 934.8 21.0 WaterLevelDescription of Materials Soil-ASTM D2488 or 2487; Rock-USACE EM 1110-1-2908) CLAYEY SAND (SC), trace Gravel, dark brown, moist (TOPSOIL FILL) FILL: SILTY SAND (SM), fine to coarse- grained, trace Gravel, brown, moist SANDY LEAN CLAY (CL), trace Gravel, brown to gray, moist, stiff (GLACIAL TILL) SANDY LEAN CLAY (CL), trace Gravel, dark gray, moist, very stiff to stiff (GLACIAL TILL) END OF BORING Boring then grouted 5 10 15 20 25 30 SampleBlows N-Value) Recovery 5-7-9 16) 8" 6-7-7 14) 10" 6-6-7 13) 16" 5-7-7 14) 16" 5-8-11 19) 18" 7-9-11 20) 20" 6-7-8 15) 20" q tsf MC 19 18 Tests or Remarks Water not observed while drilling. LOG OF BORING See Descriptive Terminology sheet for explanation of abbreviations Project Number B2207371 Geotechnical Evaluation Xcel Service Center -Chanhassen Intersection of Stone Creek Dr & Coulter Blvd Chanhassen, Minnesota BORING:ST-7 LOCATION: See attached sketch DATUM:NAD 1983 HARN Adj MN Hennepin (US Feet) NORTHING:181066 EASTING:551390 DRILLER:J. Tatro LOGGED BY:R. Jett START DATE:09/20/22 END DATE:09/20/22 SURFACE ELEVATION:955.8 ft RIG:75011 METHOD:3 1/4" HSA SURFACING:Vegetation/Weeds WEATHER:Clear B2207371 Braun Intertec Corporation Print Date:11/03/2022 ST-7 page 1 of 1 643889 Elev./ Depth ft 947.2 2.0 944.7 4.5 936.2 13.0 929.7 19.5 923.2 26.0 WaterLevelDescription of Materials Soil-ASTM D2488 or 2487; Rock-USACE EM 1110-1-2908) CLAYEY SAND (SC), trace Gravel, dark brown, moist (TOPSOIL FILL) FILL: SILTY SAND (SM), fine to medium- grained, trace Gravel, light brown to brown, moist CLAYEY SAND (SC), trace Gravel, contains seams of Silty Sand, brown, moist, stiff GLACIOFLUVIUM) SILTY SAND (SM), fine to medium-grained, trace Gravel, dark gray, moist, medium dense GLACIAL TILL) SANDY LEAN CLAY (CL), trace Gravel, dark gray, moist, stiff (GLACIAL TILL) END OF BORING Boring then grouted 5 10 15 20 25 30 SampleBlows N-Value) Recovery 4-5-5 10) 6" 6-7-8 15) 10" 6-5-7 12) 16" 5-7-9 16) 16" 6-6-7 13) 18" 6-5-7 12) 18" 7-5-7 12) 18" 4-6-7 13) 18" q tsf MC 17 18 18 Tests or Remarks Water not observed while drilling. LOG OF BORING See Descriptive Terminology sheet for explanation of abbreviations Project Number B2207371 Geotechnical Evaluation Xcel Service Center -Chanhassen Intersection of Stone Creek Dr & Coulter Blvd Chanhassen, Minnesota BORING:ST-8 LOCATION: See attached sketch DATUM:NAD 1983 HARN Adj MN Hennepin (US Feet) NORTHING:180970 EASTING:551308 DRILLER:J. Tatro LOGGED BY:R. Jett START DATE:09/20/22 END DATE:09/20/22 SURFACE ELEVATION:949.2 ft RIG:75011 METHOD:3 1/4" HSA SURFACING: Long Grass/ Weeds WEATHER:Clear B2207371 Braun Intertec Corporation Print Date:11/03/2022 ST-8 page 1 of 1 644890 Elev./ Depth ft 948.5 1.5 945.5 4.5 938.0 12.0 929.0 21.0 WaterLevelDescription of Materials Soil-ASTM D2488 or 2487; Rock-USACE EM 1110-1-2908) SILTY SAND (SM), fine to medium-grained, trace Gravel, dark brown, moist (TOPSOIL) SILTY SAND (SM), fine to coarse-grained, trace Gravel, brown to gray, moist, loose GLACIAL TILL) SANDY LEAN CLAY (CL), trace Gravel, brown to gray, moist, stiff (GLACIAL TILL) SANDY LEAN CLAY (CL), trace Gravel, dark gray, moist, stiff (GLACIAL TILL) END OF BORING Boring then grouted 5 10 15 20 25 30 SampleBlows N-Value) Recovery 3-5-5 10) 18" 4-4-6 10) 18" 3-4-5 9) 18" 3-4-5 9) 18" 5-6-7 13) 18" 2-5-7 12) 18" 2-4-5 9) 18" q tsf MC 17 18 Tests or Remarks P200=54% Water not observed while drilling. LOG OF BORING See Descriptive Terminology sheet for explanation of abbreviations Project Number B2207371 Geotechnical Evaluation Xcel Service Center -Chanhassen Intersection of Stone Creek Dr & Coulter Blvd Chanhassen, Minnesota BORING:ST-9 LOCATION: See attached sketch DATUM:NAD 1983 HARN Adj MN Hennepin (US Feet) NORTHING:180877 EASTING:551390 DRILLER:M. Takada LOGGED BY:R. Jett START DATE:09/16/22 END DATE:09/16/22 SURFACE ELEVATION:950.0 ft RIG:7507 METHOD:3 1/4" HSA SURFACING:Weeds WEATHER:Clouds B2207371 Braun Intertec Corporation Print Date:11/03/2022 ST-9 page 1 of 1 645891 Elev./ Depth ft 948.6 0.3 929.4 19.5 922.9 26.0 WaterLevelDescription of Materials Soil-ASTM D2488 or 2487; Rock-USACE EM 1110-1-2908) CLAYEY SAND (SC), trace Gravel, dark brown, moist (TOPSOIL) CLAYEY SAND (SC), trace Gravel, light brown to gray, moist, stiff to very stiff (GLACIAL TILL) SANDY LEAN CLAY (CL), trace Gravel, dark gray, moist, very stiff (GLACIAL TILL) END OF BORING Boring then grouted 5 10 15 20 25 30 SampleBlows N-Value) Recovery 6-8-8 16) 8" 8-7-12 19) 14" 6-7-14 21) 18" 7-7-11 18) 16" 5-7-7 14) 16" 4-5-9 14) 16" 5-7-9 16) 18" 4-8-11 19) 24" q tsf MC 18 18 Tests or Remarks LL=33, PL=18, PI=15 Water not observed while drilling. LOG OF BORING See Descriptive Terminology sheet for explanation of abbreviations Project Number B2207371 Geotechnical Evaluation Xcel Service Center -Chanhassen Intersection of Stone Creek Dr & Coulter Blvd Chanhassen, Minnesota BORING:ST-10 LOCATION: See attached sketch DATUM:NAD 1983 HARN Adj MN Hennepin (US Feet) NORTHING:180799 EASTING:551295 DRILLER:J. Tatro LOGGED BY:R. Jett START DATE:09/16/22 END DATE:09/16/22 SURFACE ELEVATION:948.9 ft RIG:75011 METHOD:3 1/4" HSA SURFACING:WEATHER:Clear B2207371 Braun Intertec Corporation Print Date:11/03/2022 ST-10 page 1 of 1 646892 Elev./ Depth ft 943.5 2.0 941.0 4.5 933.5 12.0 924.5 21.0 WaterLevelDescription of Materials Soil-ASTM D2488 or 2487; Rock-USACE EM 1110-1-2908) SILTY SAND (SM), fine to medium-grained, trace Gravel, dark brown to black, moist TOPSOIL FILL) FILL: CLAYEY SAND (SC), trace Gravel, brown, moist SANDY LEAN CLAY (CL), trace Gravel, brown to gray, moist, medium to stiff (GLACIAL TILL) SANDY LEAN CLAY (CL), trace Gravel, dark gray, moist, very stiff (GLACIAL TILL) END OF BORING Boring then grouted 5 10 15 20 25 30 SampleBlows N-Value) Recovery 2-3-4 7) 6" 2-3-3 6) 8" 4-5-4 9) 10" 6-7-6 13) 10" 6-8-10 18) 12" 7-7-9 16) 16" 7-8-12 20) 20" q tsf MC 19 17 Tests or Remarks Water not observed while drilling. LOG OF BORING See Descriptive Terminology sheet for explanation of abbreviations Project Number B2207371 Geotechnical Evaluation Xcel Service Center -Chanhassen Intersection of Stone Creek Dr & Coulter Blvd Chanhassen, Minnesota BORING:ST-11 LOCATION: See attached sketch DATUM:NAD 1983 HARN Adj MN Hennepin (US Feet) NORTHING:180730 EASTING:551389 DRILLER:J. Tatro LOGGED BY:R. Jett START DATE:09/19/22 END DATE:09/19/22 SURFACE ELEVATION:945.5 ft RIG:75011 METHOD:3 1/4" HSA SURFACING:Vegetation WEATHER:Clear, Cool B2207371 Braun Intertec Corporation Print Date:11/03/2022 ST-11 page 1 of 1 647893 Elev./ Depth ft 937.6 2.0 935.1 4.5 932.6 7.0 925.1 14.5 918.6 21.0 WaterLevelDescription of Materials Soil-ASTM D2488 or 2487; Rock-USACE EM 1110-1-2908) SILTY SAND (SM), fine to medium-grained, trace Gravel, black, moist (TOPSOIL FILL) FILL: ORGANIC CLAY (OL), black, moist LEAN CLAY (CL), trace Gravel, gray, moist GLACIOFLUVIUM) SANDY LEAN CLAY (CL), trace Gravel, brown to gray, moist, medium to stiff (GLACIAL TILL) SANDY LEAN CLAY (CL), trace Gravel, contains seams of Sand, dark gray, moist, stiff GLACIAL TILL) END OF BORING Boring then grouted 5 10 15 20 25 30 SampleBlows N-Value) Recovery 2-2-3 5) 14" 4-4-5 9) 16" 3-4-3 7) 18" 4-5-5 10) 20" 4-3-4 7) 20" 6-6-7 13) 20" 7-8-7 15) 24" q tsf MC 22 24 18 Tests or Remarks OC=6% Water not observed while drilling. LOG OF BORING See Descriptive Terminology sheet for explanation of abbreviations Project Number B2207371 Geotechnical Evaluation Xcel Service Center -Chanhassen Intersection of Stone Creek Dr & Coulter Blvd Chanhassen, Minnesota BORING:ST-12 LOCATION: See attached sketch DATUM:NAD 1983 HARN Adj MN Hennepin (US Feet) NORTHING:180671 EASTING:551286 DRILLER:J. Tatro LOGGED BY:R. Jett START DATE:09/16/22 END DATE:09/16/22 SURFACE ELEVATION:939.6 ft RIG:75011 METHOD:3 1/4" HSA SURFACING: Long Grass/ Vegetation WEATHER:Clear B2207371 Braun Intertec Corporation Print Date:11/03/2022 ST-12 page 1 of 1 648894 Elev./ Depth ft 942.2 2.0 939.7 4.5 932.2 12.0 918.2 26.0 WaterLevelDescription of Materials Soil-ASTM D2488 or 2487; Rock-USACE EM 1110-1-2908) SILTY SAND (SM), fine to medium-grained, trace Gravel, dark brown to black, moist TOPSOIL FILL) FILL: SILTY SAND (SM), fine to medium- grained, trace Gravel, gray to brown, moist SANDY LEAN CLAY (CL), trace Gravel, brown to gray, moist, medium to stiff (GLACIAL TILL) SANDY LEAN CLAY (CL), trace Gravel, dark gray, moist, stiff to very stiff (GLACIAL TILL) END OF BORING Boring then grouted 5 10 15 20 25 30 SampleBlows N-Value) Recovery 3-3-4 7) 8" 4-3-4 7) 16" 4-3-4 7) 16" 4-5-5 10) 16" 6-7-8 15) 12" 5-6-9 15) 24" 5-7-11 18) 24" 10-12-17 29) 20" q tsf MC 19 20 17 Tests or Remarks Water not observed while drilling. LOG OF BORING See Descriptive Terminology sheet for explanation of abbreviations Project Number B2207371 Geotechnical Evaluation Xcel Service Center -Chanhassen Intersection of Stone Creek Dr & Coulter Blvd Chanhassen, Minnesota BORING:ST-13 LOCATION: See attached sketch DATUM:NAD 1983 HARN Adj MN Hennepin (US Feet) NORTHING:180615 EASTING:551407 DRILLER:J. Tatro LOGGED BY:R. Jett START DATE:09/19/22 END DATE:09/19/22 SURFACE ELEVATION:944.2 ft RIG:75011 METHOD:3 1/4" HSA SURFACING:Vegetation/Weeds WEATHER:Clouds B2207371 Braun Intertec Corporation Print Date:11/03/2022 ST-13 page 1 of 1 649895 Elev./ Depth ft 953.1 1.6 943.7 11.0 WaterLevelDescription of Materials Soil-ASTM D2488 or 2487; Rock-USACE EM 1110-1-2908) SILTY SAND (SM), fine to medium-grained, trace Gravel, black to dark brown, moist TOPSOIL) SANDY LEAN CLAY (CL), trace Gravel, brown to gray, moist, medium (GLACIAL TILL) END OF BORING Boring then backfilled with auger cuttings 5 10 15 20 25 30 SampleBlows N-Value) Recovery 7-3-4 7) 18" 2-3-4 7) 18" 2-3-3 6) 18" 2-3-4 7) 18" q tsf MC 18 Tests or Remarks P200=52% Water not observed while drilling. LOG OF BORING See Descriptive Terminology sheet for explanation of abbreviations Project Number B2207371 Geotechnical Evaluation Xcel Service Center -Chanhassen Intersection of Stone Creek Dr & Coulter Blvd Chanhassen, Minnesota BORING:ST-14 LOCATION: See attached sketch DATUM:NAD 1983 HARN Adj MN Hennepin (US Feet) NORTHING:180498 EASTING:551536 DRILLER:M. Takada LOGGED BY:R. Jett START DATE:09/16/22 END DATE:09/16/22 SURFACE ELEVATION:954.7 ft RIG:7507 METHOD:3 1/4" HSA SURFACING:Woods WEATHER:Clouds B2207371 Braun Intertec Corporation Print Date:11/03/2022 ST-14 page 1 of 1 650896 Elev./ Depth ft 956.3 0.8 952.6 4.5 946.1 11.0 WaterLevelDescription of Materials Soil-ASTM D2488 or 2487; Rock-USACE EM 1110-1-2908) SILTY SAND (SM), fine to medium-grained, trace Gravel, dark brown, moist (TOPSOIL) SILTY SAND (SM), fine to coarse-grained, trace Gravel, light brown, moist, loose GLACIAL TILL) SANDY LEAN CLAY (CL), trace Gravel, brown to gray, moist, stiff (GLACIAL TILL) END OF BORING Boring then backfilled with auger cuttings 5 10 15 20 25 30 SampleBlows N-Value) Recovery 3-4-6 10) 18" 2-4-5 9) 18" 3-5-8 13) 18" 3-5-6 11) 18" q tsf MC 16 Tests or Remarks Water not observed while drilling. LOG OF BORING See Descriptive Terminology sheet for explanation of abbreviations Project Number B2207371 Geotechnical Evaluation Xcel Service Center -Chanhassen Intersection of Stone Creek Dr & Coulter Blvd Chanhassen, Minnesota BORING:ST-15 LOCATION: See attached sketch DATUM:NAD 1983 HARN Adj MN Hennepin (US Feet) NORTHING:180596 EASTING:551610 DRILLER:M. Takada LOGGED BY:R. Jett START DATE:09/16/22 END DATE:09/16/22 SURFACE ELEVATION:957.1 ft RIG:7507 METHOD:3 1/4" HSA SURFACING:Weeds WEATHER:Clouds B2207371 Braun Intertec Corporation Print Date:11/03/2022 ST-15 page 1 of 1 651897 Elev./ Depth ft 949.2 1.4 946.1 4.5 938.6 12.0 934.6 16.0 WaterLevelDescription of Materials Soil-ASTM D2488 or 2487; Rock-USACE EM 1110-1-2908) SILTY SAND (SM), fine to medium-grained, trace Gravel, black to dark brown, moist TOPSOIL) SILTY SAND (SM), fine to medium-grained, trace Gravel, brown to gray, moist GLACIOFLUVIUM) CLAYEY SAND (SC), trace Gravel, gray to brown, moist, soft to medium (GLACIAL TILL) SANDY LEAN CLAY (CL), trace Gravel, layers of SILTY SAND, dark gray, moist, medium to stiff (GLACIAL TILL) END OF BORING Boring then backfilled with auger cuttings 5 10 15 20 25 30 SampleBlows N-Value) Recovery 2-3-2 5) 17" 3-4-3 7) 18" 2-2-2 4) 18" 2-2-3 5) 18" 2-2-4 6) 18" 2-4-6 10) 18" q tsf MC 18 19 Tests or Remarks P200=54% Water not observed while drilling. LOG OF BORING See Descriptive Terminology sheet for explanation of abbreviations Project Number B2207371 Geotechnical Evaluation Xcel Service Center -Chanhassen Intersection of Stone Creek Dr & Coulter Blvd Chanhassen, Minnesota BORING:ST-16 LOCATION: See attached sketch DATUM:NAD 1983 HARN Adj MN Hennepin (US Feet) NORTHING:180859 EASTING:551508 DRILLER:M. Takada LOGGED BY:R. Jett START DATE:09/16/22 END DATE:09/16/22 SURFACE ELEVATION:950.6 ft RIG:7507 METHOD:3 1/4" HSA SURFACING:Weeds WEATHER:Clouds B2207371 Braun Intertec Corporation Print Date:11/03/2022 ST-16 page 1 of 1 652898 Elev./ Depth ft 956.8 0.7 942.9 14.5 941.4 16.0 WaterLevelDescription of Materials Soil-ASTM D2488 or 2487; Rock-USACE EM 1110-1-2908) SILTY SAND (SM), fine to medium-grained, trace Gravel, dark brown, moist (TOPSOIL) SANDY LEAN CLAY (CL), trace Gravel, brown to gray, moist, medium to stiff (GLACIAL TILL) SANDY LEAN CLAY (CL), trace Gravel, dark gray, moist, stiff (GLACIAL TILL) END OF BORING Boring then backfilled with auger cuttings 5 10 15 20 25 30 SampleBlows N-Value) Recovery 3-5-6 11) 18" 3-3-5 8) 18" 2-4-6 10) 18" 3-5-7 12) 18" 3-6-8 14) 18" 3-6-7 13) 18" q tsf MC 23 19 Tests or Remarks Water not observed while drilling. LOG OF BORING See Descriptive Terminology sheet for explanation of abbreviations Project Number B2207371 Geotechnical Evaluation Xcel Service Center -Chanhassen Intersection of Stone Creek Dr & Coulter Blvd Chanhassen, Minnesota BORING:ST-17 LOCATION: See attached sketch DATUM:NAD 1983 HARN Adj MN Hennepin (US Feet) NORTHING:180862 EASTING:551699 DRILLER:M. Takada LOGGED BY:R. Jett START DATE:09/15/22 END DATE:09/15/22 SURFACE ELEVATION:957.4 ft RIG:7507 METHOD:3 1/4" HSA SURFACING:Weeds WEATHER:Sunny B2207371 Braun Intertec Corporation Print Date:11/03/2022 ST-17 page 1 of 1 653899 Elev./ Depth ft 955.9 0.7 940.6 16.0 WaterLevelDescription of Materials Soil-ASTM D2488 or 2487; Rock-USACE EM 1110-1-2908) SILTY SAND (SM), fine to medium-grained, trace Gravel, dark brown, moist (TOPSOIL) SANDY LEAN CLAY (CL), trace Gravel, brown to gray, moist, medium to stiff (GLACIAL TILL) END OF BORING Boring then backfilled with auger cuttings 5 10 15 20 25 30 SampleBlows N-Value) Recovery 4-5-5 10) 17" 2-3-5 8) 18" 3-4-5 9) 18" 2-5-6 11) 18" 4-5-8 13) 18" 3-6-7 13) 18" q tsf MC 18 19 Tests or Remarks Water not observed while drilling. LOG OF BORING See Descriptive Terminology sheet for explanation of abbreviations Project Number B2207371 Geotechnical Evaluation Xcel Service Center -Chanhassen Intersection of Stone Creek Dr & Coulter Blvd Chanhassen, Minnesota BORING:ST-18 LOCATION: See attached sketch DATUM:NAD 1983 HARN Adj MN Hennepin (US Feet) NORTHING:180729 EASTING:551726 DRILLER:M. Takada LOGGED BY:R. Jett START DATE:09/16/22 END DATE:09/16/22 SURFACE ELEVATION:956.6 ft RIG:7507 METHOD:3 1/4" HSA SURFACING:Weeds WEATHER:Clouds B2207371 Braun Intertec Corporation Print Date:11/03/2022 ST-18 page 1 of 1 654900 Elev./ Depth ft 960.1 0.8 944.9 16.0 WaterLevelDescription of Materials Soil-ASTM D2488 or 2487; Rock-USACE EM 1110-1-2908) SILTY SAND (SM), fine to medium-grained, trace Gravel, black to dark brown, moist TOPSOIL) CLAYEY SAND (SC), trace Gravel, light brown, moist, stiff (GLACIAL TILL) END OF BORING Boring then backfilled with auger cuttings 5 10 15 20 25 30 SampleBlows N-Value) Recovery 2-5-6 11) 18" 3-4-6 10) 18" 3-5-5 10) 18" 3-5-7 12) 18" 2-5-7 12) 18" 2-5-7 12) 18" q tsf MC 18 18 Tests or Remarks P200=60% Water not observed while drilling. LOG OF BORING See Descriptive Terminology sheet for explanation of abbreviations Project Number B2207371 Geotechnical Evaluation Xcel Service Center -Chanhassen Intersection of Stone Creek Dr & Coulter Blvd Chanhassen, Minnesota BORING:ST-19 LOCATION: See attached sketch DATUM:NAD 1983 HARN Adj MN Hennepin (US Feet) NORTHING:180536 EASTING:551732 DRILLER:M. Takada LOGGED BY:R. Jett START DATE:09/15/22 END DATE:09/15/22 SURFACE ELEVATION:960.9 ft RIG:7507 METHOD:3 1/4" HSA SURFACING:Weeds WEATHER:Sunny B2207371 Braun Intertec Corporation Print Date:11/03/2022 ST-19 page 1 of 1 655901 Elev./ Depth ft 958.1 2.0 955.6 4.5 953.1 7.0 945.6 14.5 944.1 16.0 WaterLevelDescription of Materials Soil-ASTM D2488 or 2487; Rock-USACE EM 1110-1-2908) SILTY SAND (SM), fine to medium-grained, trace Gravel, dark brown, moist (TOPSOIL) ORGANIC CLAY (OL), black, moist, medium SWAMP DEPOSIT) SANDY LEAN CLAY (CL), trace Gravel, slightly organic, black to dark gray, moist, medium SWAMP DEPOSIT) SANDY LEAN CLAY (CL), trace Gravel, light brown to gray, moist, soft to medium (GLACIAL TILL) SANDY LEAN CLAY (CL), trace Gravel, brown, moist, medium (GLACIAL TILL) END OF BORING Boring then backfilled with auger cuttings 5 10 15 20 25 30 SampleBlows N-Value) Recovery 3-3-4 7) 16" 3-4-4 8) 18" 2-3-3 6) 17" 1-2-2 4) 18" 1-2-3 5) 18" 1-3-4 7) 18" q tsf MC 25 21 18 21 Tests or Remarks OC=8% OC=4% Water not observed while drilling. LOG OF BORING See Descriptive Terminology sheet for explanation of abbreviations Project Number B2207371 Geotechnical Evaluation Xcel Service Center -Chanhassen Intersection of Stone Creek Dr & Coulter Blvd Chanhassen, Minnesota BORING:ST-20 LOCATION: See attached sketch DATUM:NAD 1983 HARN Adj MN Hennepin (US Feet) NORTHING:180364 EASTING:551729 DRILLER:M. Takada LOGGED BY:R. Jett START DATE:09/15/22 END DATE:09/15/22 SURFACE ELEVATION:960.1 ft RIG:7507 METHOD:3 1/4" HSA SURFACING:Weeds WEATHER:Sunny B2207371 Braun Intertec Corporation Print Date:11/03/2022 ST-20 page 1 of 1 656902 Elev./ Depth ft 960.6 1.3 957.3 4.5 954.8 7.0 945.8 16.0 WaterLevelDescription of Materials Soil-ASTM D2488 or 2487; Rock-USACE EM 1110-1-2908) SILTY SAND (SM), fine to medium-grained, trace Gravel, dark brown, moist (TOPSOIL) FILL: SANDY LEAN CLAY (CL), trace Gravel, gray to brown, moist FILL: SILTY SAND (SM), fine to coarse- grained, trace Gravel, brown, moist SANDY LEAN CLAY (CL), trace Gravel, brown to gray, moist, medium to very stiff (GLACIAL TILL) END OF BORING Boring then backfilled with auger cuttings 5 10 15 20 25 30 SampleBlows N-Value) Recovery 4-6-6 12) 18" 5-9-8 17) 16" 6-4-6 10) 18" 19-19-10 29) 0" 2-5-6 11) 18" 4-9-10 19) 6" q tsf MC 13 19 Tests or Remarks No recovery at 10 feet Water not observed while drilling. LOG OF BORING See Descriptive Terminology sheet for explanation of abbreviations Project Number B2207371 Geotechnical Evaluation Xcel Service Center -Chanhassen Intersection of Stone Creek Dr & Coulter Blvd Chanhassen, Minnesota BORING:ST-21 LOCATION: See attached sketch DATUM:NAD 1983 HARN Adj MN Hennepin (US Feet) NORTHING:180349 EASTING:551518 DRILLER:M. Takada LOGGED BY:R. Jett START DATE:09/16/22 END DATE:09/16/22 SURFACE ELEVATION:961.8 ft RIG:7507 METHOD:3 1/4" HSA SURFACING:Weeds WEATHER:Clouds B2207371 Braun Intertec Corporation Print Date:11/03/2022 ST-21 page 1 of 1 657903 Elev./ Depth ft 958.2 1.2 954.8 4.5 948.3 11.0 WaterLevelDescription of Materials Soil-ASTM D2488 or 2487; Rock-USACE EM 1110-1-2908) SILTY SAND (SM), fine to medium-grained, trace Gravel, dark brown, moist (TOPSOIL) CLAYEY SAND (SC), trace Gravel, brown, moist, medium (GLACIOFLUVIUM) SANDY SILT (ML), trace Gravel, contains seams of Clay, brown to gray, moist, medium to stiff (GLACIOFLUVIUM) END OF BORING Boring then backfilled with auger cuttings 5 10 15 20 25 30 SampleBlows N-Value) Recovery 2-4-4 8) 17" 3-4-4 8) 17" 2-4-5 9) 18" 2-2-3 5) 18" q tsf MC 29 Tests or Remarks P200=93% Water not observed while drilling. LOG OF BORING See Descriptive Terminology sheet for explanation of abbreviations Project Number B2207371 Geotechnical Evaluation Xcel Service Center -Chanhassen Intersection of Stone Creek Dr & Coulter Blvd Chanhassen, Minnesota BORING:ST-22 LOCATION: See attached sketch DATUM:NAD 1983 HARN Adj MN Hennepin (US Feet) NORTHING:180398 EASTING:551455 DRILLER:M. Takada LOGGED BY:R. Jett START DATE:09/16/22 END DATE:09/16/22 SURFACE ELEVATION:959.3 ft RIG:7507 METHOD:3 1/4" HSA SURFACING:Weeds WEATHER:Clouds B2207371 Braun Intertec Corporation Print Date:11/03/2022 ST-22 page 1 of 1 658904 Elev./ Depth ft 952.4 1.3 949.3 4.5 942.8 11.0 WaterLevelDescription of Materials Soil-ASTM D2488 or 2487; Rock-USACE EM 1110-1-2908) SILTY SAND (SM), fine to medium-grained, trace Gravel, dark brown to black, moist TOPSOIL) SILTY SAND (SM), fine to coarse-grained, trace Gravel, brown, moist, loose (GLACIAL TILL) CLAYEY SAND (SC), trace Gravel, brown to gray, moist, stiff (GLACIAL TILL) END OF BORING Boring then backfilled with auger cuttings 5 10 15 20 25 30 SampleBlows N-Value) Recovery 3-4-5 9) 18" 2-4-8 12) 16" 3-5-8 13) 18" 3-6-10 16) 18" q tsf MC 16 17 Tests or Remarks Water not observed while drilling. LOG OF BORING See Descriptive Terminology sheet for explanation of abbreviations Project Number B2207371 Geotechnical Evaluation Xcel Service Center -Chanhassen Intersection of Stone Creek Dr & Coulter Blvd Chanhassen, Minnesota BORING:ST-23 LOCATION: See attached sketch DATUM:NAD 1983 HARN Adj MN Hennepin (US Feet) NORTHING:180738 EASTING:551566 DRILLER:M. Takada LOGGED BY:R. Jett START DATE:09/16/22 END DATE:09/16/22 SURFACE ELEVATION:953.8 ft RIG:7507 METHOD:3 1/4" HSA SURFACING:Weeds WEATHER:Clouds B2207371 Braun Intertec Corporation Print Date:11/03/2022 ST-23 page 1 of 1 659905 Elev./ Depth ft 948.8 1.3 945.6 4.5 939.1 11.0 WaterLevelDescription of Materials Soil-ASTM D2488 or 2487; Rock-USACE EM 1110-1-2908) SILTY SAND (SM), fine to medium-grained, trace Gravel, dark brown, moist (TOPSOIL) SANDY LEAN CLAY (CL), trace Gravel, gray, moist, medium (GLACIOFLUVIUM) SANDY LEAN CLAY (CL), trace Gravel, gray to brown, moist, medium (GLACIAL TILL) END OF BORING Boring then backfilled with auger cuttings 5 10 15 20 25 30 SampleBlows N-Value) Recovery 4-3-2 5) 14" 3-3-3 6) 17" 2-3-2 5) 17" 1-2-5 7) 18" q tsf MC 38 Tests or Remarks Water not observed while drilling. LOG OF BORING See Descriptive Terminology sheet for explanation of abbreviations Project Number B2207371 Geotechnical Evaluation Xcel Service Center -Chanhassen Intersection of Stone Creek Dr & Coulter Blvd Chanhassen, Minnesota BORING:ST-24 LOCATION: See attached sketch DATUM:NAD 1983 HARN Adj MN Hennepin (US Feet) NORTHING:180986 EASTING:551491 DRILLER:M. Takada LOGGED BY:R. Jett START DATE:09/15/22 END DATE:09/15/22 SURFACE ELEVATION:950.1 ft RIG:7507 METHOD:3 1/4" HSA SURFACING:Weeds WEATHER:Sunny B2207371 Braun Intertec Corporation Print Date:11/03/2022 ST-24 page 1 of 1 660906 Elev./ Depth ft 950.8 1.7 947.0 5.5 944.5 8.0 941.5 11.0 WaterLevelDescription of Materials Soil-ASTM D2488 or 2487; Rock-USACE EM 1110-1-2908) SILTY SAND (SM), fine to medium-grained, trace Gravel, black to dark brown, moist TOPSOIL) CLAYEY SAND (SC), trace Gravel, gray, moist, medium (GLACIOFLUVIUM) POORLY GRADED SAND with SILT (SP-SM), fine to coarse-grained, trace Gravel, gray, moist, loose (GLACIOFLUVIUM) SANDY LEAN CLAY (CL), trace Gravel, brown to gray, moist, medium (GLACIAL TILL) END OF BORING Boring then backfilled with auger cuttings 5 10 15 20 25 30 SampleBlows N-Value) Recovery 2-3-3 6) 17" 2-2-3 5) 17" 2-4-3 7) 17" 2-3-3 6) 18" q tsf MC 21 Tests or Remarks Water not observed while drilling. LOG OF BORING See Descriptive Terminology sheet for explanation of abbreviations Project Number B2207371 Geotechnical Evaluation Xcel Service Center -Chanhassen Intersection of Stone Creek Dr & Coulter Blvd Chanhassen, Minnesota BORING:ST-25 LOCATION: See attached sketch DATUM:NAD 1983 HARN Adj MN Hennepin (US Feet) NORTHING:180986 EASTING:551671 DRILLER:M. Takada LOGGED BY:R. Jett START DATE:09/15/22 END DATE:09/15/22 SURFACE ELEVATION:952.5 ft RIG:7507 METHOD:3 1/4" HSA SURFACING:Weeds WEATHER:Sunny B2207371 Braun Intertec Corporation Print Date:11/03/2022 ST-25 page 1 of 1 661907 Elev./ Depth ft 955.0 1.4 952.0 4.5 949.5 7.0 945.5 11.0 WaterLevelDescription of Materials Soil-ASTM D2488 or 2487; Rock-USACE EM 1110-1-2908) SILTY SAND (SM), fine to coarse-grained, trace Gravel, dark brown, moist (TOPSOIL FILL) FILL: CLAYEY SAND (SC), trace Gravel, gray to brown, moist SANDY LEAN CLAY (CL), trace Gravel, brown to gray, moist, medium (GLACIOFLUVIUM) SANDY LEAN CLAY (CL), trace Gravel, brown, moist, medium (GLACIAL TILL) END OF BORING Boring then backfilled with auger cuttings 5 10 15 20 25 30 SampleBlows N-Value) Recovery 5-6-7 13) 17" 3-4-4 8) 18" 1-3-3 6) 17" 1-2-3 5) 18" q tsf MC 15 Tests or Remarks Water not observed while drilling. LOG OF BORING See Descriptive Terminology sheet for explanation of abbreviations Project Number B2207371 Geotechnical Evaluation Xcel Service Center -Chanhassen Intersection of Stone Creek Dr & Coulter Blvd Chanhassen, Minnesota BORING:ST-26 LOCATION: See attached sketch DATUM:NAD 1983 HARN Adj MN Hennepin (US Feet) NORTHING:181130 EASTING:551515 DRILLER:M. Takada LOGGED BY:R. Jett START DATE:09/15/22 END DATE:09/15/22 SURFACE ELEVATION:956.5 ft RIG:7507 METHOD:3 1/4" HSA SURFACING:Weeds WEATHER:Sunny B2207371 Braun Intertec Corporation Print Date:11/03/2022 ST-26 page 1 of 1 662908 Elev./ Depth ft 958.2 1.3 952.5 7.0 948.5 11.0 WaterLevelDescription of Materials Soil-ASTM D2488 or 2487; Rock-USACE EM 1110-1-2908) SILTY SAND (SM), fine to medium-grained, trace Gravel, dark brown, moist (TOPSOIL) CLAYEY SAND (SC), trace Gravel, brown, moist, medium (GLACIOFLUVIUM) SANDY LEAN CLAY (CL), trace Gravel, light brown to gray, moist, medium to stiff (GLACIAL TILL) END OF BORING Boring then backfilled with auger cuttings 5 10 15 20 25 30 SampleBlows N-Value) Recovery 3-3-3 6) 17" 3-3-4 7) 16" 2-3-4 7) 18" 4-5-7 12) 18" q tsf MC 20 Tests or Remarks Water not observed while drilling. LOG OF BORING See Descriptive Terminology sheet for explanation of abbreviations Project Number B2207371 Geotechnical Evaluation Xcel Service Center -Chanhassen Intersection of Stone Creek Dr & Coulter Blvd Chanhassen, Minnesota BORING:ST-27 LOCATION: See attached sketch DATUM:NAD 1983 HARN Adj MN Hennepin (US Feet) NORTHING:181293 EASTING:551576 DRILLER:M. Takada LOGGED BY:R. Jett START DATE:09/15/22 END DATE:09/15/22 SURFACE ELEVATION:959.5 ft RIG:7507 METHOD:3 1/4" HSA SURFACING:Weeds WEATHER:Sunny B2207371 Braun Intertec Corporation Print Date:11/03/2022 ST-27 page 1 of 1 663909 Elev./ Depth ft 950.0 1.5 947.0 4.5 932.0 19.5 925.5 26.0 WaterLevelDescription of Materials Soil-ASTM D2488 or 2487; Rock-USACE EM 1110-1-2908) SILTY SAND (SM), fine to medium-grained, trace Gravel, dark brown, moist (TOPSOIL) FILL: SILTY SAND (SM), fine to medium- grained, trace Gravel, contains seams of organic, brown, moist CLAYEY SAND (SC), trace Gravel, brown to gray, moist, medium to stiff (GLACIAL TILL) SANDY LEAN CLAY (CL), trace Gravel, dark gray, moist, stiff (GLACIAL TILL) END OF BORING Boring then grouted 5 10 15 20 25 30 SampleBlows N-Value) Recovery 3-4-5 9) 12" 4-5-7 12) 12" AU 2-4-5 9) 2" 2-3-5 8) 12" TW 3-4-5 9) 14" 3-5-7 12) 18" q tsf MC 22 18 Tests or Remarks No recovery at 7 feet P200=57% Water not observed while drilling. LOG OF BORING See Descriptive Terminology sheet for explanation of abbreviations Project Number B2207371 Geotechnical Evaluation Xcel Service Center -Chanhassen Intersection of Stone Creek Dr & Coulter Blvd Chanhassen, Minnesota BORING:ST-28 LOCATION: See attached sketch DATUM:NAD 1983 HARN Adj MN Hennepin (US Feet) NORTHING:181203 EASTING:551011 DRILLER:M. Takada LOGGED BY:R. Jett START DATE:09/19/22 END DATE:09/19/22 SURFACE ELEVATION:951.5 ft RIG:7503 METHOD:3 1/4" HSA SURFACING:Field WEATHER:Sunny -65°F B2207371 Braun Intertec Corporation Print Date:11/03/2022 ST-28 page 1 of 1 664910 Elev./ Depth ft 942.2 2.5 937.7 7.0 932.7 12.0 925.2 19.5 918.7 26.0 WaterLevelDescription of Materials Soil-ASTM D2488 or 2487; Rock-USACE EM 1110-1-2908) SILTY SAND (SM), fine to medium-grained, trace Gravel, dark brown to black, moist TOPSOIL) FILL: CLAYEY SAND (SC), trace Gravel, organic, black, moist SANDY LEAN CLAY (CL), trace Gravel, brown to gray, moist, medium (GLACIAL TILL) SANDY LEAN CLAY (CL), trace Gravel, brown, moist, stiff (GLACIAL TILL) SANDY LEAN CLAY (CL), trace Gravel, dark gray, moist, very stiff (GLACIAL TILL) END OF BORING Boring then grouted 5 10 15 20 25 30 SampleBlows N-Value) Recovery 2-3-2 5) 4" 3-2-3 5) 4" 3-2-3 5) 10" 2-3-4 7) 10" 2-3-6 9) 16" TW 4-6-10 16) 16" 4-6-11 17) 20" q tsf MC 20 16 Tests or Remarks Permeability test performed at 15 feet. See appendix for additional information. Water not observed while drilling. LOG OF BORING See Descriptive Terminology sheet for explanation of abbreviations Project Number B2207371 Geotechnical Evaluation Xcel Service Center -Chanhassen Intersection of Stone Creek Dr & Coulter Blvd Chanhassen, Minnesota BORING:ST-29 LOCATION: See attached sketch DATUM:NAD 1983 HARN Adj MN Hennepin (US Feet) NORTHING:181126 EASTING:551088 DRILLER:M. Takada LOGGED BY:R. Jett START DATE:09/19/22 END DATE:09/19/22 SURFACE ELEVATION:944.7 ft RIG:METHOD:SURFACING:WEATHER:Sunny -65°F B2207371 Braun Intertec Corporation Print Date:11/03/2022 ST-29 page 1 of 1 665911 Elev./ Depth ft 938.0 2.1 935.5 4.5 928.0 12.0 914.0 26.0 WaterLevelDescription of Materials Soil-ASTM D2488 or 2487; Rock-USACE EM 1110-1-2908) SILTY SAND (SM), fine to medium-grained, trace Gravel, dark brown to black, moist TOPSOIL) SANDY SILT (ML), gray, moist GLACIOFLUVIUM) SANDY LEAN CLAY (CL), trace Gravel, brown to gray, moist, medium (GLACIAL TILL) SANDY LEAN CLAY (CL), trace Gravel, dark gray, moist, medium to stiff (GLACIAL TILL) END OF BORING Boring then grouted 5 10 15 20 25 30 SampleBlows N-Value) Recovery 2-3-4 7) 4" 2-3-5 8) 4" 2-3-2 5) 5" TW 1-2-3 5) 20" 2-2-5 7) 16" 2-5-7 12) 18" 3-5-7 12) 18" q tsf MC 31 30 Tests or Remarks Permeability test performed at 15 feet. See appendix for additional information. Water not observed while drilling. LOG OF BORING See Descriptive Terminology sheet for explanation of abbreviations Project Number B2207371 Geotechnical Evaluation Xcel Service Center -Chanhassen Intersection of Stone Creek Dr & Coulter Blvd Chanhassen, Minnesota BORING:ST-30 LOCATION: See attached sketch DATUM:NAD 1983 HARN Adj MN Hennepin (US Feet) NORTHING:180913 EASTING:551092 DRILLER:M. Takada LOGGED BY:R. Jett START DATE:09/19/22 END DATE:09/19/22 SURFACE ELEVATION:940.0 ft RIG:METHOD:SURFACING:WEATHER:Sunny -65°F B2207371 Braun Intertec Corporation Print Date:11/03/2022 ST-30 page 1 of 1 666912 Elev./ Depth ft 952.0 0.5 945.5 7.0 933.0 19.5 926.5 26.0 WaterLevelDescription of Materials Soil-ASTM D2488 or 2487; Rock-USACE EM 1110-1-2908) SILTY SAND (SM), fine to medium-grained, trace Gravel, brown, moist (TOPSOIL FILL) FILL: CLAYEY SAND (SC), trace Gravel, slightly organic, brown to dark gray, moist SANDY LEAN CLAY (CL), trace Gravel, light brown to gray, moist, medium to stiff (GLACIAL TILL) SANDY LEAN CLAY (CL), trace Gravel, dark gray, moist, stiff (GLACIAL TILL) END OF BORING Boring then grouted 5 10 15 20 25 30 SampleBlows N-Value) Recovery 5-6-8 14) 14" 6-8-10 18) 20" 3-4-4 8) 16" 3-4-6 10) 18" 3-3-5 8) 17" TW 3-5-7 12) 19" 5-6-8 14) 20" q tsf MC 19 18 Tests or Remarks P200=52% Water not observed while drilling. LOG OF BORING See Descriptive Terminology sheet for explanation of abbreviations Project Number B2207371 Geotechnical Evaluation Xcel Service Center -Chanhassen Intersection of Stone Creek Dr & Coulter Blvd Chanhassen, Minnesota BORING:ST-31 LOCATION: See attached sketch DATUM:NAD 1983 HARN Adj MN Hennepin (US Feet) NORTHING:180359 EASTING:551223 DRILLER:J. Tatro LOGGED BY:R. Jett START DATE:09/16/22 END DATE:09/16/22 SURFACE ELEVATION:952.5 ft RIG:75011 METHOD:3 1/4" HSA SURFACING: Long Grass/ Weeds WEATHER:Clear B2207371 Braun Intertec Corporation Print Date:11/03/2022 ST-31 page 1 of 1 667913 Elev./ Depth ft 953.4 2.0 950.9 4.5 945.9 9.5 943.4 12.0 929.4 26.0 WaterLevelDescription of Materials Soil-ASTM D2488 or 2487; Rock-USACE EM 1110-1-2908) SILTY SAND (SM), fine to coarse-grained, trace Gravel, dark brown to black, moist TOPSOIL FILL) FILL: CLAYEY SAND (SC), trace Gravel, contains seams of organic, dark brown to brown, moist FILL: SILTY SAND (SM), fine to medium- grained, trace Gravel, contains seams of Clay, contains seams of POORLY GRADED GRAVEL WITH SAND, brown, moist SANDY LEAN CLAY (CL), trace Gravel, grayish brown, moist, stiff (GLACIAL TILL) SANDY LEAN CLAY (CL), trace Gravel, contains seams of Sand, dark gray, moist to wet, stiff to medium (GLACIAL TILL) END OF BORING Boring then grouted 5 10 15 20 25 30 SampleBlows N-Value) Recovery 5-8-13 21) 8" 5-7-12 19) 3" 5-10-12 22) 8" 7-6-7 13) 12" 4-5-8 13) 18" 8-5-4 9) 18" 3-3-4 7) 18" 3-4-5 9) 18" q tsf MC 20 26 Tests or Remarks Water observed at 25.0 feet while drilling. LOG OF BORING See Descriptive Terminology sheet for explanation of abbreviations Project Number B2207371 Geotechnical Evaluation Xcel Service Center -Chanhassen Intersection of Stone Creek Dr & Coulter Blvd Chanhassen, Minnesota BORING:ST-32 LOCATION: See attached sketch DATUM:NAD 1983 HARN Adj MN Hennepin (US Feet) NORTHING:180423 EASTING:551354 DRILLER:J. Tatro LOGGED BY:R. Jett START DATE:09/16/22 END DATE:09/16/22 SURFACE ELEVATION:955.4 ft RIG:75011 METHOD:3 1/4" HSA SURFACING:Long Grass WEATHER:Clear B2207371 Braun Intertec Corporation Print Date:11/03/2022 ST-32 page 1 of 1 668914 Elev./ Depth ft 943.6 0.2 939.2 4.5 929.2 14.5 913.7 30.0 WaterLevelDescription of Materials Soil-ASTM D2488 or 2487; Rock-USACE EM 1110-1-2908) SILTY SAND (SM), fine to coarse-grained, trace Gravel, dark brown, moist (TOPSOIL) SILTY SAND (SM), fine to coarse-grained, trace Gravel, light brown, moist, medium dense GLACIAL TILL) CLAYEY SAND (SC), trace Gravel, brownish gray, moist, stiff (GLACIAL TILL) SANDY LEAN CLAY (CL), trace Gravel, dark gray, moist, stiff (GLACIAL TILL) END OF BORING Boring then grouted 5 10 15 20 25 30 SampleBlows N-Value) Recovery 3-5-6 11) 8" 6-5-6 11) 12" 7-5-6 11) 14" 5-5-8 13) 1" 3-5-8 13) 16" 3-7-7 14) 18" 7-7-6 13) 18" q tsf MC 20 Tests or Remarks No recovery at 25 feet Auger cuttings sampled at 30 feet Water not observed while drilling. LOG OF BORING See Descriptive Terminology sheet for explanation of abbreviations Project Number B2207371 Geotechnical Evaluation Xcel Service Center -Chanhassen Intersection of Stone Creek Dr & Coulter Blvd Chanhassen, Minnesota BORING:ST-33 LOCATION: See attached sketch DATUM:NAD 1983 HARN Adj MN Hennepin (US Feet) NORTHING:180498 EASTING:551229 DRILLER:J. Tatro LOGGED BY:R. Jett START DATE:09/16/22 END DATE:09/16/22 SURFACE ELEVATION:943.7 ft RIG:75011 METHOD:3 1/4" HSA SURFACING:Long Grass WEATHER:Clear B2207371 Braun Intertec Corporation Print Date:11/03/2022 ST-33 page 1 of 1 669915 Elev./ Depth ft 954.4 1.7 951.6 4.5 949.1 7.0 944.1 12.0 930.1 26.0 WaterLevelDescription of Materials Soil-ASTM D2488 or 2487; Rock-USACE EM 1110-1-2908) SILTY SAND (SM), fine to medium-grained, trace Gravel, dark brown, moist (TOPSOIL) SILTY SAND (SM), fine to medium-grained, trace Gravel, brown to light brown, moist GLACIOFLUVIUM) CLAYEY SAND (SC), trace Gravel, gray to brown, moist (GLACIOFLUVIUM) SANDY LEAN CLAY (CL), trace Gravel, gray to brown, moist, medium to stiff (GLACIAL TILL) SANDY LEAN CLAY (CL), trace Gravel, dark gray, moist, stiff to medium (GLACIAL TILL) END OF BORING Boring then grouted 5 10 15 20 25 30 SampleBlows N-Value) Recovery 2-4-5 9) 18" 5-6-6 12) 18" 1-2-3 5) 18" 2-4-6 10) 18" 2-4-5 9) 18" 2-4-5 9) 18" 1-3-4 7) 18" TW q tsf MC 22 Tests or Remarks P200=57% Permeability test performed at 25 feet. See appendix for additional information. Water not observed while drilling. LOG OF BORING See Descriptive Terminology sheet for explanation of abbreviations Project Number B2207371 Geotechnical Evaluation Xcel Service Center -Chanhassen Intersection of Stone Creek Dr & Coulter Blvd Chanhassen, Minnesota BORING:ST-34 LOCATION: See attached sketch DATUM:NAD 1983 HARN Adj MN Hennepin (US Feet) NORTHING:181246 EASTING:551645 DRILLER:M. Takada LOGGED BY:R. Jett START DATE:09/15/22 END DATE:09/15/22 SURFACE ELEVATION:956.1 ft RIG:7507 METHOD:3 1/4" HSA SURFACING:Weeds WEATHER:Sunny B2207371 Braun Intertec Corporation Print Date:11/03/2022 ST-34 page 1 of 1 670916 Sample Information Sample Number:482981 Boring Number:ST-34 Alternate ID:37 Depth ft):25 Sampled By:Drill Crew Sample Date:09/22/2022 Received Date:10/04/2022 Lab:11001 Hampshire Ave S,Bloomington,MN Tested Date:10/05/2022 Tested By:Seokaran,Kanhai Laboratory Data Type Of Specimen:Intact Permeant Liquid:Water Saturation B Coefficient:1.00 Back Pressure psi):81.00 Specific Gravity:2.65 (Assumed ) Effective Pressure psi):8.00 Method:Method C Falling Head Rising Tailwater Elapsed Time sec) Average Test Temp. C) Influent Reading Initial cm) Influent Reading Final cm) Effluent Reading Initial cm) Effluent Reading Final cm) Average Head Loss cm) Hydraulic Gradient Hydraulic Conductivity @ 20 C cm/sec) 85080 22.0 14.90 12.10 13.60 16.50 209.5 29.59 10.0E-08 166440 22.0 12.10 7.00 16.50 21.90 201.4 28.44 9.8E-08 21900 22.0 7.00 6.40 21.90 22.50 195.5 27.62 8.7E-08 64320 22.0 6.40 4.60 22.50 24.30 193.1 27.28 9.0E-08 Average Of Last Four Hydraulic Conductivity cm/sec):9.4E-08 Initial Saturation 99.3 Moisture Content 18.1 Dry Density Of Specimen pcf):111.5 Final 102.2 18.9 111.1 Soil Classification:CL Sandy lean clay General Remarks:Control parameters meet the testing requirements. o o Hydraulic Conductivity ASTM D5084 11001 Hampshire Avenue S Minneapolis,MN 55438 Phone:952-995-2000 Client: Xcel Energy Services,Inc. 414 Nicollet Mall Attention Accounts Payable SAP PO's Minneapolis,MN 55401 Project: B2207371 Xcel Service Center Chanhassen Intersection of Stone Creek Drive and Coulter... Chanhassen,MN 55317 The results included in this report relate only to the items inspected or tested.Sample plan outlined in project specifications as applicable.Additionally,this report is for the exclusive use of the addressed parties.We assume no responsibility to other parties regarding this report.The information indicated in this report shall not be reproduced,except in full,without the prior written approval. Page 1 of2Page1of1 671917 Sample Information Sample Number:482976 Boring Number:ST-29 Alternate ID:133 Depth ft):15 Sampled By:Drill Crew Sample Date:09/22/2022 Received Date:10/04/2022 Lab:11001 Hampshire Ave S,Bloomington,MN Tested Date:10/05/2022 Tested By:Seokaran,Kanhai Laboratory Data Type Of Specimen:Intact Permeant Liquid:Water Saturation B Coefficient:1.00 Back Pressure psi):81.00 Specific Gravity:2.65 (Assumed ) Effective Pressure psi):8.00 Method:Method C Falling Head Rising Tailwater Elapsed Time sec) Average Test Temp. C) Influent Reading Initial cm) Influent Reading Final cm) Effluent Reading Initial cm) Effluent Reading Final cm) Average Head Loss cm) Hydraulic Gradient Hydraulic Conductivity @ 20 C cm/sec) 147480 22.0 8.60 4.10 17.60 22.40 197.4 27.78 10.0E-08 19020 22.0 9.20 8.60 17.00 17.60 202.6 28.52 9.7E-08 9240 22.0 3.70 3.50 22.80 23.00 191.7 26.99 7.0E-08 64320 22.0 3.50 1.80 23.00 24.70 189.8 26.72 8.7E-08 Average Of Last Four Hydraulic Conductivity cm/sec):8.8E-08 Initial Saturation 94.4 Moisture Content 16.3 Dry Density Of Specimen pcf):113.4 Final 103.4 18.4 112.4 Soil Classification:CL Sandy lean clay General Remarks:Control parameters meet the testing requirements. o o Hydraulic Conductivity ASTM D5084 11001 Hampshire Avenue S Minneapolis,MN 55438 Phone:952-995-2000 Client: Xcel Energy Services,Inc. 414 Nicollet Mall Attention Accounts Payable SAP PO's Minneapolis,MN 55401 Project: B2207371 Xcel Service Center Chanhassen Intersection of Stone Creek Drive and Coulter... Chanhassen,MN 55317 The results included in this report relate only to the items inspected or tested.Sample plan outlined in project specifications as applicable.Additionally,this report is for the exclusive use of the addressed parties.We assume no responsibility to other parties regarding this report.The information indicated in this report shall not be reproduced,except in full,without the prior written approval. Page 1 of2Page1of1 672918 Sample Information Sample Number:482979 Boring Number:ST-30 Depth ft):15 Sampled By:Drill Crew Sample Date:09/22/2022 Received Date:10/04/2022 Lab:11001 Hampshire Ave S,Bloomington,MN Tested Date:10/05/2022 Tested By:Seokaran,Kanhai Laboratory Data Type Of Specimen:Intact Permeant Liquid:Water Saturation B Coefficient:1.00 Back Pressure psi):81.00 Specific Gravity:2.65 (Assumed ) Effective Pressure psi):8.00 Method:Method C Falling Head Rising Tailwater Elapsed Time sec) Average Test Temp. C) Influent Reading Initial cm) Influent Reading Final cm) Effluent Reading Initial cm) Effluent Reading Final cm) Average Head Loss cm) Hydraulic Gradient Hydraulic Conductivity @ 20 C cm/sec) 4680 22.0 21.00 20.70 1.50 1.80 230.2 32.48 1.7E-07 147240 22.0 20.70 15.40 1.80 8.30 224.0 31.60 1.1E-07 21960 22.0 15.40 14.60 8.30 9.10 217.3 30.66 1.1E-07 63960 22.0 14.60 12.20 9.10 11.50 214.1 30.20 1.1E-07 Average Of Last Four Hydraulic Conductivity cm/sec):1.3E-07 Initial Saturation 91.6 Moisture Content 19.2 Dry Density Of Specimen pcf):106.3 Final 103.3 21.0 107.5 Soil Classification:CL Sandy lean clay General Remarks:Control parameters meet the testing requirements. o o Hydraulic Conductivity ASTM D5084 11001 Hampshire Avenue S Minneapolis,MN 55438 Phone:952-995-2000 Client: Xcel Energy Services,Inc. 414 Nicollet Mall Attention Accounts Payable SAP PO's Minneapolis,MN 55401 Project: B2207371 Xcel Service Center Chanhassen Intersection of Stone Creek Drive and Coulter... Chanhassen,MN 55317 The results included in this report relate only to the items inspected or tested.Sample plan outlined in project specifications as applicable.Additionally,this report is for the exclusive use of the addressed parties.We assume no responsibility to other parties regarding this report.The information indicated in this report shall not be reproduced,except in full,without the prior written approval. Page 1 of2Page1of1 673919 Descriptive Terminology of Soil Based on Standards ASTM D2487/2488 Unified Soil Classification System) Group Symbol Group NameB Cu 4 and 1 Cc 3D GW Well graded gravelE Cu 4 and/or Cc 1 or Cc 3)D GP Poorly graded gravelE Fines classify as ML or MH GM Silty gravelE F G Fines Classify as CL or CH GC Clayey gravelE F G Cu 6 and 1 Cc 3D SW Well graded sandI Cu 6 and/or Cc 1 or Cc 3)D SP Poorly graded sandI Fines classify as ML or MH SM Silty sandF G I Fines classify as CL or CH SC Clayey sandF G I CL Lean clayK L M PI 4 or plots below A"lineJ ML SiltK L M Organic OL CH Fat clayK L M MH Elastic siltK L M Organic OH PT PeatHighlyOrganicSoils Silts and Clays Liquid limit less than 50) Silts and Clays Liquid limit 50 or more) Primarily organic matter,dark in color,and organic odor Inorganic Inorganic PI 7 and plots on or above A"lineJ PI plots on or above A"line PI plots below A"line Criteria for Assigning Group Symbols and Group Names Using Laboratory TestsA Soil Classification Coarse grained Soils more than 50%retained on No. 200 sieve)Fine grained Soils 50%or more passes the No.200 sieve)Sands 50%or more coarse fraction passes No.4 sieve) Clean Gravels Less than 5% finesC)Gravels with Fines More than 12%finesC)Clean Sands Less than 5%finesH)Sands with Fines More than 12%finesH) Gravels More than 50%of coarse fraction retained on No.4 sieve) Liquid Limit oven dried Liquid Limit not dried 0.75 Organic clay K L M N Organic silt K L M O Liquid Limit oven dried Liquid Limit not dried 0. 75 Organic clay K L M P Organic silt K L M Q ParticleSize Identification Boulders..............over 12"Cobbles................3"to 12"Gravel Coarse.............3/4" to 3"19.00 mm to 75.00 mm)Fine.................No.4 to 3/ 4"4.75 mm to 19.00 mm)Sand Coarse..............No.10 to No.4 2.00 mm to 4.75 mm)Medium...........No.40 to No.10 0.425 mm to 2.00 mm) Fine..................No.200 to No.40 0.075 mm to 0.425 mm)Silt........................ No.200 0.075 mm)to 005 mm Clay...................... 005 mm Relative ProportionsL,M trace.............................0 to 5%little..............................6 to 14%with.............................. 15%Inclusion Thicknesses lens...............................0 to 1/8"seam.............................1/8" to 1"layer..............................over 1"Apparent Relative Density of Cohesionless Soils Very loose 0 to 4 BPF Loose 5 to 10 BPF Medium dense..............11 to 30 BPF Dense............................31 to 50 BPF Very dense....................over 50 BPF A. Based on the material passing the 3 inch 75 mm)sieve.B. If field sample contained cobbles or boulders, or both,add with cobbles or boulders, or both"to group name.C.Gravels with 5 to 12%fines require dual symbols:GW GM well graded gravel with silt GW GC well graded gravel with clay GP GM poorly graded gravel with silt GP GC poorly graded gravel with clay D. Cu =D60 /D10 Cc =30 2 /10 60)E. If soil contains 15% sand,add with sand"to group name.F. If fines classify as CL ML,use dual symbol GC GM or SC SM. G.If fines are organic,add with organic fines"to group name.H.Sands with 5 to 12% fines require dual symbols:SW SM well graded sand with silt SW SC well graded sand with clay SP SM poorly graded sand with silt SP SC poorly graded sand with clay I. If soil contains 15%gravel,add with gravel"to group name.J.If Atterberg limits plot in hatched area,soil is CL ML,silty clay.K. If soil contains 15 to 30%plus No.200,add with sand"or with gravel",whichever is predominant.L.If soil contains 30%plus No.200, predominantly sand,add sandy”to group name.M.If soil contains 30%plus No.200 predominantly gravel,add gravelly”to group name.N.PI 4 and plots on or above A”line. O.PI 4 or plots below A”line.P.PI plots on or above A”line.Q. PI plots below A”line.Laboratory Tests DD Dry density, pcf qp Pocket penetrometer strength,tsf WD Wet density,pcf qU Unconfined compression test,tsf P200 %Passing 200 sieve LL Liquid limit MC Moisture content,PL Plastic limit OC Organic content,PI Plasticity index Consistency of Blows Approximate Unconfined Cohesive Soils Per Foot Compressive StrengthVery soft...................0 to 1 BPF...................0. 25 tsf Soft...........................2 to 4 BPF...................0.25 to 0.5 tsf Medium....................5to 8 BPF 0.5 to 1 tsf Stiff...........................9 to 15 BPF................. 1 to 2 tsf Very Stiff...................16 to 30 BPF...............2 to 4 tsf Hard..........................over 30 BPF................4 tsf Drilling Notes:Blows/N value:Blows indicatethe driving resistance recorded for each 6 inch interval.The reported N value is the blows per foot recorded by summing the second and third interval in accordance with the Standard Penetration Test, ASTM D1586.PartialPenetration:If the sampler could not be driven through a full 6 inch interval,the number of blows for that partial penetration is shown as x" i.e.50/2").The N value is reported as REF"indicating refusal.Recovery:Indicates the inches of sample recovered from the sampled interval.For a standard penetration test, full recovery is 18",and is 24" for a thinwall/shelby tube sample.WOH:Indicates the sampler penetrated soil under weight of hammer and rods alone;driving not required.WOR:Indicates the sampler penetrated soil under weight of rods alone;hammer weight and driving not required.Water Level: Indicates the water level measured by the drillers either while drilling at the end of drilling or at some time after drilling Moisture Content:Dry:Absence of moisture,dusty,dry GENERAL NOTES 1. CONTRACTOR SHALL VERIFY ALL DIMENSIONS, CONDITIONS ETC. AND REPORT ANY DISCREPANCIES TO THE ARCHITECT. 2. CONTRACTOR SHALL OBTAIN ALL PERMITS REQUIRED FOR CONSTRUCTION AND PAY ALL INSPECTION FEES FOR ALL PORTIONS OF THE WORK. 3. CONTRACTOR SHALL VISIT THE SITE (INCLUDING MECHANICAL & ELECTRICAL SUB- CONTRACTORS) TO VERIFY ALL EXISTING CONDITIONS AND TO DETERMINE THE FULL EXTENT OF THE WORK REQUIRED TO COMPLETE THE DESIGN SHOWN ON THE PLANS. 4. ALL CONTRACTORS SHALL MEET OR EXCEED ALL STATE OF MINNESOTA AND CITY OF MINNEAPOLIS CODES AND STANDARDS. EXISTING CODE REQUIREMENTS SHALL TAKE PRECEDENCE OVER WHAT IS SHOWN ON PLANS. 5. CONTRACTOR SHALL PROVIDE ADEQUATE VENTILATION FOR WORKERS & ALL EMPLOYEES WHEN PAINTING OR USING ADHESIVES OR TOXIC CHEMICALS. PAINTING MAY HAVE TO BE DONE ON WEEKENDS IN OCCUPIED AREAS. 6. CONTRACTOR IS RESPONSIBLE FOR REPAIRING ALL SURFACES DAMAGED DUE TO CONSTRUCTION. CONTRACTOR REQUIREMENTS THIS WORK FOR THIS PROJECT INCLUDES ALL WORK NECESSARY TO COMPLETE THE GENERAL CONSTRUCTION. UNDER THIS CONTRACT THE CONTRACTOR SHALL: 1. COORDINATE USE OF PREMISES WITH THE OWNER. 2. CONTRACTOR'S WORK SHALL CONFORM TO THE OWNER'S WORK RULES AND SPECIFICATIONS. 3. REPAIR OR REPLACE SITE DAMAGE TO CONDITIONS WHICH EXISTED PREVIOUS TO STARTING WORK. 4. PLAN WORK SEQUENCE WITH OWNER AND ARCHITECT AND OBTAIN THEIR APPROVAL BEFORE STARTING WORK. 5. NOTIFY OWNER AND ARCHITECT OF EXISTING SITE CONDITIONS THAT ARE IN CONFLICT WITH THE INTENT OF THESE DOCUMENTS. 6. COORDINATE ALL WORK ON THE PROJECT. GENERAL CONTRACTOR SHALL PROVIDE A PROJECT SUPERINTENDENT TO MANAGE AND SUPERVISE THE WORK. 7. EACH CONTRACTOR AND SUB-CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CUTTING AND PATCHING REQUIRED TO COMPLETE THEIR WORK. 8. CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR PROTECTION AND SAFEKEEPING OF PRODUCTS UNDER THIS CONTRACT. 9. IT IS THE RESPONSIBILITY OF SUPPLIERS TO PROVIDE MANUFACTURER'S SPECS AND SHOP DRAWINGS FOR FIXTURES AND EQUIPMENT TO THE ARCHITECT FOR APPROVAL. IT IS THE RESPONSIBILITY OF THE RELATED SUB-CONTRACTORS FOR FIELD VERIFICATION AND REVIEW OF SHOP DRAWINGS PRIOR TO FABRICATION APPROVAL OR FIELD CONSTRUCTION OF ANY RELATED WORK. 10. PROVIDE A WASTE CONTAINER AND PAY FOR REMOVAL SERVICE OF ALL REFUSE AND WASTE MATERIALS GENERATED BY ALL PRIME CONTRACTORS AND SUB-CONTRACTORS. EACH SUB-CONTRACTOR WILL BE RESPONSIBLE FOR CLEAN-UP AND REMOVAL OF THEIR OWN WASTE MATERIALS FROM THE SITE. LEAVE THE SPACE VACUUM AND BROOM CLEAN. CLEAN ALL GLASS AND MIRRORS. 11. RECEIVE AND VERIFY ALL OWNER SUPPLIED MATERIALS AND EQUIPMENT. ALL SHORTAGES AND DAMAGES SHALL BE DOCUMENTED ON RECEIVING TICKETS AND REPORTED TO OWNER AND ARCHITECT IMMEDIATELY UPON RECEIPT. 12. FINAL CLEANING SHALL BE DONE BY A PROFESSIONAL CLEANING SERVICE OR EQUAL. 13. PROVIDE OWNER WITH LABOR AND MATERIAL WARRANTIES AND SERVICE CONTRACTS FROM ALL SUB-CONTRACTORS AND EQUIPMENT AND MATERIAL MANUFACTURER'S. THESE WARRANTIES SHALL BE IN EFFECT FOR A PERIOD OF ONE (1) YEAR FROM INSTALLATION DATE. NORTH COULTER AVE. H I G H W AY 5 SITE SITE LOCATION MAP NORTH KEY PLAN DRAWING NUMBER DRAWING TITLE CLIENT I hereby certify that this drawing was prepared by me or under my direct supervision and that I am a duly registered architect under the laws of the State of Minnesota. Title: XXXX Registration Number: XXXX Date: XXXX By: Title: XXXX 4201 cedar avenue so. -minneapolis, MN 55407 tel. (612) 904-1332 -fax (612) 904-7366 STRUCTURAL MEP N O T F O R C O N S T R U C T IO N PROJECT NUMBER CIVIL / LANDSCAPE OWNER 1/11/ 2023 10:43: 33 AMAutodesk Docs:// Xcel Energy Chanhassen/2240 Xcel Chanhassen_ARCH_ R22.rvtSD0.0 1891 ARBORETUM BLVD CHANHASSEN, MN 55317 XCEL ENERGY SERVICE CENTER CHANHASSEN COVER SHEET January 12th, 2023 XCEL ENERGY SERVICE CENTER CHANHASSEN 1891 ARBORETUM BLVD CHANHASSEN, MN 55317 CITY SUBMISSION PACKAGE 2240 SHEET INDEX - ARCHITECTURAL SHEET NUMBER SHEET NAME SD0.0 COVER SHEET SD0.1 CODE REVIEW SD1.0 SITE PLANS SD1.1 SITE SECTION AND AXON SD3.1* EXTERIOR ELEVATIONS - AREA A SD3.2* EXTERIOR ELEVATIONS - AREA B SD3.4* EXTERIOR ELEVATIONS - AREA C SD3.5* EXTERIOR ELEVATIONS - AREA D SD3.6* EXTERIOR ELEVATIONS - AREA D SD3. 7* EXTERIOR ELEVATIONS - AREA D SD3.3* EXTERIOR ELEVATIONS - AREA B,C SD6.1 3D VIEWS SD6.2 3D VIEWS SOUTHWEST AERIAL PERSPECTIVE SHEET INDEX - CIVIL SHEET NUMBER SHEET NAME C1.0 EXISTING CONDITIONS C1.1 DEMOLITION PLAN OVERALL C1.2 DEMOLITION PLAN NORTH C1.3 DEMOLITION PLAN SOUTH C2.0 SITE PLAN OVERALL C2.1 SITE PLAN NORTH C2.2 SITE PLAN SOUTH C3.0 GRADING PLAN OVERALL C3.1 GRADING PLAN NORTH C3.2 GRADING PLAN SOUTH C3.3 GRADING PLAN WALL ELEVATIONS C3.4 STORM WATER POLLUTION PREVENTION PLAN ( SWPPP)C3.5 SWPPP NOTES & DETAILS C3. 6 POND CROSS SECTIONS C4.0 UTILITY PLAN OVERALL C4.1 UTILITY PLAN NORTH STORM SEWER C4.2 UTILITY PLAN SOUTH STORM SEWER C4.3 UTILITY PLAN NORTH SANITARY SEWER & WATERMAIN C4.4 UTILITY PLAN SOUTH SANITARY SEWER & WATERMAIN C4. 5 STORM MAIN PROFILE C4.6 FOUNDATION DRAINTILE PLAN OVERALL C4.7 FOUNDATION DRAINTILE PLAN NORTH C4.8 FOUNDATION DRAINTILE PLAN SOUTH C8.0 CIVIL DETAILS C8.1 CIVIL DETAILS C8.2 CIVIL DETAILS C8.3 CIVIL DETAILS C8.4 CIVIL DETAILS SHEET INDEX - LANDSCAPE SHEET NUMBER SHEET NAME L1.0 TREE PRESERVATION PLAN L1.1 TREE INVENTORY SCHEDULE L2.0 LANDSCAPE PLAN OVERALL L2.1 LANDSCAPE PLAN - NORTH L2.2 LANDSCAPE PLAN - SOUTH L3.1 LANDSCAPE DETAILS REVISION DATE DESCRIPTION BY 10/25/2022 WATERSHED SUBMITTAL 11/ 2168 SF ASSEMBLY A-3 7364 SF MECHANICAL S-1 8646 SF OFFICE B OCCUPANCY TYPE / SPACE FUNCTION A-3 B S-1 SD2.1A 1 EXIT EXIT EXIT ROOF ACCESS ONLY ROOF ACCESS ONLY ENTRY EXIT OUTSIDE PATIO 12504 SF WAREHOUSE S-1 9387 SF CREW B 38956 SF VEHICLE STORAGE S-2 SD2.1A 2 SD2.1B 3 EXIT EXIT EXIT EXIT ENTRY EXIT OCCUPANCY TYPE / SPACE FUNCTION B S-1 S-2 10477 SF FLEET MAINTENANCE S-1 1702 SF OFFICE B SD2.1B 1 EXIT EXIT EXIT EXIT EXIT EXIT EXIT ENTRY EXIT 1348 SF STORAGE S-1 4054 SF VEHICLE WASH S-1 3808 SF EQUIPMENT MEZZANINE S-1 2894 SF WAREHOUSE S-1 SD2.1B 2 NORTH KEY PLAN DRAWING NUMBER DRAWING TITLE CLIENT I hereby certify that this drawing was prepared by me or under my direct supervision and that I am a duly registered architect under the laws of the State of Minnesota. Title: XXXX Registration Number: XXXX Date: XXXX By: Title: XXXX 4201 cedar avenue so. -minneapolis, MN 55407 tel. (612) 904-1332 -fax (612) 904-7366 STRUCTURAL MEP N O T F O R C O N S T R U C T IO N PROJECT NUMBER CIVIL / LANDSCAPE OWNER 1/11/ 2023 10:43: 38 AMAutodesk Docs:// Xcel Energy Chanhassen/2240 Xcel Chanhassen_ARCH_ R22. rvtSD0.1 1891ARBORETUMBLVD CHANHASSEN, MN 55317 XCEL ENERGY SERVICE CENTER CHANHASSEN CODE REVIEW 22401" = 20'- 0"SD0.1 2 LEVEL 1 CODE PLAN - AREA A & B 1" = 20'-0"SD0.1 3 LEVEL 0 CODE PLAN - AREA A, B & C NOTE: AREA D, ADDITIONALCOLD & COVERED STORAGE BUILDINGS AT 25,410 SF, ARE CLASSIFIED AS U OCCUPANCY 1" = 20'-0" SD0.1 5 MEZZANINE CODE PLAN - AREA C 1 HR. RATING REQUIRED REVISION DATE DESCRIPTION BY 10/ 2 SD1.1 COVERED STORAGE COLD STORAGE 2COLD STORAGE 1 YARD 165, 000 SF SCREEN FENCING RADIO TOWER 65' - 6"20' - 0" 30 '- 0"27' - 0"29' - 0"24' - 0"29' - 0"24' - 0" 29' - 0" 360' 45' MATERIAL BINS POLE STORAGE SERVICE CENTER MAINTENANCE GARAGE WASH BAY FUEL ISLAND LOWER PARKING LOT UPPER PARKING LOT MAIN ENTRY ABOVE ( LEVEL 1)STORM WATER MANAGEMENT STORM WATER MANAGEMENT OUTDOOR STORAGEOUTDOOR STORAGEOUTDOOR STORAGEGATE YARD ENTRY ( TRUCK) EMP. VEH. ENTRY EXISTING WETLAND SECURITY FENCING GATE GATE NORTH KEY PLAN DRAWING NUMBER DRAWING TITLE CLIENT I hereby certify that this drawing was prepared by me or under my direct supervision and that I am a duly registered architect under the laws of the State of Minnesota. Title: XXXX Registration Number: XXXX Date: XXXX By:Title: XXXX 4201 cedar avenue so. -minneapolis, MN 55407 tel. ( 612) 904- 1332 -fax (612) 904-7366 STRUCTURAL MEP N O T F O R C O N S T R U C T IO N PROJECT NUMBER CIVIL / LANDSCAPE OWNER 1/ 11/2023 10:43: 42 AMAutodesk Docs:// XcelEnergyChanhassen/2240 Xcel Chanhassen_ARCH_R22. rvtSD1.0 1891 ARBORETUM BLVD CHANHASSEN, MN 55317 XCEL ENERGY SERVICE CENTER CHANHASSEN SITE PLANS 22401" = 50'-0"SD1.0 1 Level 1 974' -6" Level 0 952' -6" MECH. CREW FREE STOCK VEH. STOR.HIGH BAY FLEET MAINT. MECH OFFICE MEZZANINE 968' -6" A B C D E F G H I J KLabcdef EQUIPMENT MEZZANINE 988' -6" T.O. OFFICE PRECAST 995' -9" T.O. PRECAST - AREA B 980' -0" T.O. PRECAST - AREA C 1011' -0" T.O. LOW BAY PRECAST 989' -10" MECH WASH BAY NORTH KEY PLAN DRAWING NUMBER DRAWING TITLE CLIENT I hereby certify that this drawing was prepared by me or under my direct supervision and that I am a duly registered architect under the laws of the State of Minnesota. Title: XXXX Registration Number: XXXX Date: XXXX By: Title: XXXX 4201 cedar avenue so. -minneapolis, MN 55407 tel. (612) 904-1332 -fax (612) 904-7366 STRUCTURAL MEP N O T F O R C O N S T R U C T IO N PROJECT NUMBER CIVIL / LANDSCAPE OWNER 1/11/ 2023 10:43: 58 AMAutodesk Docs:// Xcel Energy Chanhassen/2240 Xcel Chanhassen_ARCH_R22. rvtSD1. 1 1891 ARBORETUM BLVD CHANHASSEN, MN 55317 XCEL ENERGY SERVICECENTERCHANHASSEN SITE SECTION AND AXON 2240 SD1.1 1 SITE AXON 1/32" = 1'-0"SD1.1 2 SITE SECTION REVISION DATE DESCRIPTION BY 10/ Level 1 974' -6" 4351267 T.O. OFFICE PRECAST 995' -9" PRECAST CONCRETE GLAZING, TYP. GLAZING METAL PANEL METAL PANEL METAL PANEL, TYP. GLAZING PRECAST CONCRETE 3' - 4"17' - 11"SD3. 1 3 SD3. 14 14' - 0" 7' - 3" 6 SD4. 1 1 SD4.2 Level 1 974' - 6"Level 0 952' - 6"2 SD1. 1 43 512 6 7 T. O. OFFICE PRECAST 995' - 9" 3' - 0" 3' - 0" 8' - 1" 4' - 0" 7' - 11"8' - 1"2' - 0" METAL PANEL GLAZING GLAZING PRECAST CONCRETE PRECAST CONCRETE PRECAST CONCRETE OH DOOR OH DOOR Metal Panel15' - 9" 27' - 6" 21' - 3" SD3. 14SD3.136SD4. 1 Level 1 974' - 6"1 SD4.1 JK L PRECAST CONCRETE GLAZING METAL PANEL GLAZING METAL PANEL METAL PANEL SD3.11SD3. 1 2 14' - 0" Level 1 974' - 6" Level0952' -6" I1 SD4.1 JKL T. O. OFFICE PRECAST 995' -9"T.O. PRECAST -AREA B 980' - 0"PRECAST CONCRETE PRECAST CONCRETE GLAZING, TYP.GLAZING, TYP.SD3. 12SD3.1 1 15' - 9"27' - 6"21' - 3"TOTAL AREA: 5,276 SF AREA OF PRECAST CONCRETE: 3,412 SF OF TOTAL AREA: 65% AREA OF GLAZING: 1,075 SF OF TOTAL AREA: 21%AREA OF METAL PANEL: 758 SF OF TOTAL AREA: 14%AREA OF OH DOORS: 0 SF OF TOTAL AREA: 0%TOTAL AREA: 7,857 SF AREA OF PRECAST CONCRETE: 4,728 SF OF TOTAL AREA: 60% AREA OF GLAZING: 2,365 SF OF TOTAL AREA: 30%AREA OF METAL PANEL: 408 SF OF TOTAL AREA: 5% AREA OF OH DOORS: 356 SF OF TOTAL AREA: 5% TOTAL AREA: 2,870 SF AREA OF PRECAST CONCRETE: 2, 735 SF OF TOTAL AREA: 95%AREA OF GLAZING: 135 SF OF TOTAL AREA: 5% AREA OF METAL PANEL: 0 SF OF TOTAL AREA: 0%AREA OF OH DOORS: 0 SF OF TOTAL AREA: 0%TOTAL AREA: 1,776 SF AREA OF PRECAST CONCRETE: 577 SF OF TOTAL AREA: 32%AREA OF GLAZING: 884 SF OF TOTAL AREA: 50%AREA OF METAL PANEL: 321 SF OF TOTAL AREA: 18%AREA OF OH DOORS: 0 SF OF TOTAL AREA: 0%NORTH KEY PLAN DRAWING NUMBER DRAWING TITLE CLIENT I hereby certify that this drawing was prepared by me or under my direct supervision and that I am a duly registered architect under the laws of the State of Minnesota.Title: XXXX Registration Number: XXXX Date: XXXX By:Title: XXXX 4201 cedar avenue so. - minneapolis, MN 55407 tel. (612) 904-1332 -fax ( 612) 904- 7366 STRUCTURAL MEP N O T F O R C O NST R U C T IO N PROJECT NUMBER CIVIL / LANDSCAPE OWNER 1/11/2023 10:44: 00 AMAutodesk Docs://XcelEnergyChanhassen/ 2240 Xcel Chanhassen_ARCH_R22. rvtSD3.1*1891 ARBORETUMBLVDCHANHASSEN, MN 55317 XCEL ENERGY SERVICE CENTER CHANHASSEN EXTERIOR ELEVATIONS - AREA Level 1 974' -6" Level 0 952' -6" E F G H I2SD4.1 J T.O. PRECAST - AREA B 980' -0" PRECAST CONCRETE OH DOOR, TYP. PRECAST CONCRETE 11' - 6" 16' - 0" 27' - 6" Level 1 974' -6"Level 0 952' - 6" A B C D E PRECASTCONCRETEPRECASTCONCRETE OH DOOR, TYP.SD3. 3 1 16' - 0" Level 1974' -6" Level 0 952' -6" E FGHI2 SD4. 1J PRECAST CONCRETE OH DOOR, TYP. PRECAST CONCRETE 16' - 0"Level 1 974' -6" Level 0 952' - 6" ABCDE T. O. PRECAST - AREA B980' - 0"PRECAST CONCRETE OH DOOR, TYP.PRECAST CONCRETE SD3.31 11' - 6" 16' - 0"27' - 6" TOTAL AREA: 10,142 SF AREA OF PRECAST CONCRETE: 6,046 SF OF TOTAL AREA: 60% AREA OF GLAZING: 0 SF OF TOTAL AREA: 0%AREA OF METAL PANEL:OF TOTAL AREA: AREA OF OH DOORS: 4,096 SF OF TOTAL AREA: 40% TOTAL AREA: 10,142 SF AREA OF PRECAST CONCRETE: 6,046 SF OF TOTAL AREA: 60%AREA OF GLAZING: 0 SF OF TOTAL AREA: 0%AREA OF METAL PANEL: 0 SF OF TOTAL AREA: 0% AREA OF OH DOORS: 4,096 SF OF TOTAL AREA: 40%NORTH KEY PLAN DRAWING NUMBER DRAWING TITLE CLIENT I hereby certify that this drawing was prepared by me or under my direct supervision and that I am a duly registered architect under the laws of the State of Minnesota.Title: XXXX Registration Number: XXXX Date: XXXX By:Title: XXXX 4201 cedar avenue so. -minneapolis, MN 55407 tel. (612) 904-1332 -fax (612) 904-7366 STRUCTURAL MEP N O T F O R C O N S T R U C T IO N PROJECT NUMBER CIVIL / LANDSCAPE OWNER 1/ 11/ 2023 10:44:04AMAutodeskDocs:// Xcel Energy Chanhassen/2240 Xcel Chanhassen_ARCH_R22.rvtSD3.2*1891 ARBORETUM BLVD CHANHASSEN, MN 55317 XCEL ENERGY SERVICE CENTER CHANHASSENEXTERIORELEVATIONS - AREA B 2240 1/8" = 1'-0"SD3.2*2 AREA B - EAST ELEVATION 1/8" = 1'- 0"SD3.2*1 AREA Level 0 952' -6" 2 SD1.143 5 PRECAST CONCRETE OH DOOR SD3.21SD3.2 4 Level 0 952' -6" 2 SD1.1 MEZZANINE 968' -6" 5 SD4.1 3.14.15.05.5 EQUIPMENT MEZZANINE 988' -6" T.O. LOW BAY PRECAST 989' -10" PRECAST CONCRETE PRECAST CONCRETE GLAZING SD3.42 1SD3.4 1 37' - 4" Level 0 952' - 6"2 SD1. 1 MEZZANINE 968' - 6"5SD4.13.1 4.1 5.0 5. 5 EQUIPMENT MEZZANINE 988' -6"T. O. PRECAST - AREA C 1011' -0"T.O. LOW BAY PRECAST 989' - 10" PRECASTCONCRETE PRECAST CONCRETE58' - 6"SOLAR WALL SD3.41 SD3.4 258' - 6"TOTAL AREA: 2,893 SF AREA OF PRECAST CONCRETE: 2,773 SF OF TOTAL AREA: 96%AREA OF GLAZING: 0 SF OF TOTAL AREA: 0%AREA OF METAL PANEL: 0 SF OF TOTAL AREA: 0%AREA OF OH DOORS: 120 SF OF TOTAL AREA: 4%TOTAL AREA: 6,747 SF AREA OF PRECAST CONCRETE: 6,650 SF OF TOTAL AREA: 99%AREA OF GLAZING: 97 SF OF TOTAL AREA: 1%AREA OF METAL PANEL: 0 SF OF TOTAL AREA: 0%AREA OF OH DOORS: 0 SF OF TOTAL AREA: 0%TOTAL AREA: 7,228 SF AREA OF PRECAST CONCRETE: 7,228 SF OF TOTAL AREA: 100%AREA OF GLAZING: 0 SF OF TOTAL AREA: 0%AREA OF METAL PANEL: 0 SF OF TOTAL AREA: 0%AREA OF OH DOORS: 0 SF OF TOTAL AREA: 0%NORTH KEY PLAN DRAWING NUMBER DRAWING TITLE CLIENT I hereby certify that this drawing was prepared by me or under my direct supervision and that I am a duly registered architect under the laws of the State of Minnesota.Title: XXXX Registration Number: XXXX Date: XXXX By:Title: XXXX 4201 cedar avenue so. -minneapolis, MN 55407 tel. (612) 904-1332 - fax ( 612) 904-7366 STRUCTURAL MEP N O T F O R C O N S T R U C T IO N PROJECT NUMBER CIVIL / LANDSCAPE OWNER 1/ 11/2023 10: 44:05 AMAutodesk Docs:// Xcel Energy Chanhassen/2240 Xcel Chanhassen_ ARCH_ R22.rvtSD3.3*1891ARBORETUMBLVD CHANHASSEN, MN 55317 XCEL ENERGY SERVICE CENTER CHANHASSEN EXTERIOR ELEVATIONS -AREAB,C 2240 1/8" = 1'-0"SD3.3* 1 AREA B - SOUTHELEVATIONCopy 1 1/8" = 1'-0"SD3.3* 2 AREA C - NORTH ELEVATION Level 0 952' -6" MEZZANINE 968' -6" 3 SD4.1 abcdef EQUIPMENT MEZZANINE 988' -6" T.O. PRECAST - AREA C 1011' -0" PRECAST CONCRETE OH DOOR, TYP. T.O. LOW BAY PRECAST 989' -10" GLAZING, TYP. TRANSLUCENT PANEL GLAZING, TYP. 21' - 2" 37' - 4"SD3. 32 SD3. 3 3 58' - 6"3' - 4" Level 0 952' -6"MEZZANINE 968' -6"3 SD4. 1 a b c d e f EQUIPMENT MEZZANINE 988' - 6" T. O. PRECAST - AREA C 1011' -0"PRECAST CONCRETE OH DOOR, TYP.PRECAST CONCRETE T.O. LOW BAYPRECAST989' -10" TRANSLUCENT PANEL GLAZING, TYP.58' - 6"SD3.21SD3.3 2 21' - 2" 37' - 4"58' - 6" 3' - 4"TOTAL AREA: 7, 438 SF AREA OF PRECAST CONCRETE: 4,470 SF OF TOTAL AREA: 60%AREA OF GLAZING: 992 SF OF TOTAL AREA: 13%AREA OF METAL PANEL: 0 SF OF TOTAL AREA: 0% AREA OF OH DOORS: 1,024 SF OF TOTAL AREA: 14%AREA OF TRANSLUCENT PANEL GLAZING: 952 SF OF TOTAL AREA: 13%TOTAL AREA: 7, 761 SF AREA OF PRECAST CONCRETE: 5,665 SF OF TOTAL AREA: 73%AREA OF GLAZING: 0 SF OF TOTAL AREA: 0%AREA OF METAL PANEL: 0 SF OF TOTAL AREA: 0% AREA OF OH DOORS: 1, 144 SF OF TOTAL AREA: 15% AREA OF TRANSLUCENT PANEL GLAZING: 952 SF OF TOTAL AREA: 12%NORTH KEY PLAN DRAWING NUMBER DRAWING TITLE CLIENT I hereby certify that this drawing was prepared by me or under my direct supervision and that I am a duly registered architect under the laws of the State of Minnesota.Title: XXXX Registration Number: XXXX Date: XXXX By: Title: XXXX 4201 cedar avenue so. -minneapolis, MN 55407 tel. (612) 904-1332 -fax (612) 904-7366 STRUCTURAL MEP N O T F O R C O N S T R U C T IO N PROJECT NUMBER CIVIL / LANDSCAPE OWNER 1/11/2023 10:44:08 AMAutodesk Docs://Xcel Energy Chanhassen/ 2240 Xcel Chanhassen_ARCH_R22.rvtSD3. 4*1891 ARBORETUM BLVD CHANHASSEN, MN 55317 XCEL ENERGY SERVICE Level 1 974' -6" Level 0 952' -6" METAL PANEL SITE CAST CONCRETE OPEN TO WALL BEHIND 7' - 4" 22' - 0" 29' - 4" Level 1 974' - 6" Level 0 952' - 6"METAL PANEL SITE CAST CONCRETE 22' - 0" 7' - 4" 29' - 4" Level 1 974' - 6"Level 0 952' - 6"METAL PANEL SITE CAST CONCRETE 22' - 0"Level 1 974' - 6" Level 0 952' -6"METAL PANEL 7' - 4"22' - 0"29' - 4"NORTH KEY PLAN DRAWING NUMBER DRAWING TITLE CLIENT I hereby certify that this drawing was prepared by me or under my direct supervision and that I am a duly registered architect under the laws of the State of Minnesota.Title: XXXX Registration Number: XXXX Date: XXXX By:Title: XXXX 4201 cedar avenue so. -minneapolis, MN 55407 tel. (612) 904-1332 -fax (612) 904- 7366 STRUCTURAL MEP N O T F O R C O N S T R U C T IO N PROJECT NUMBER CIVIL / LANDSCAPE OWNER 1/11/2023 10: 44:15 AMAutodesk Docs://Xcel Energy Chanhassen/2240 XcelChanhassen_ARCH_ R22.rvtSD3.5*1891 ARBORETUM BLVD CHANHASSEN, MN 55317XCELENERGY SERVICE CENTER CHANHASSEN EXTERIOR ELEVATIONS - AREA D 2240 1/8" = 1'- 0"SD3.5*1 COVERED STORAGE - SOUTH ELEVATION 1/ 8" = Level 1 974' -6" Level 0 952' -6" METAL PANEL SITE CAST CONCRETE 16' - 0" Level 1 974' -6" Level 0 952' - 6" METAL PANEL SITE CAST CONCRETE 33' - 4" Level 1 974' -6" Level 0 952' -6" METAL PANEL SITE CAST CONCRETE 32' - 0" Level 1 974' - 6" Level 0 952' - 6" METAL PANEL SITE CAST CONCRETE 22' - 0" NORTH KEY PLAN DRAWING NUMBER DRAWING TITLE CLIENT I hereby certify that this drawing was prepared by me or under my direct supervision and that I am a duly registered architect under the laws of the State of Minnesota. Title: XXXX Registration Number: XXXX Date: XXXX By:Title: XXXX 4201 cedar avenue so. -minneapolis, MN 55407 tel. ( 612) 904-1332 -fax (612) 904-7366 STRUCTURAL MEP N O T F O R C O N S T R U C T IO N PROJECT NUMBER CIVIL / LANDSCAPE OWNER 1/11/ 2023 10: 44: 16 AMAutodesk Docs://Xcel Energy Chanhassen/2240 Xcel Chanhassen_ARCH_R22. rvtSD3.6*1891 ARBORETUM BLVD CHANHASSEN, MN 55317 XCEL ENERGYSERVICECENTER CHANHASSEN EXTERIOR ELEVATIONS -AREA D 2240 1/8" = 1'-0"SD3.6* 1 COLD STORAGE 1 - NORTH ELEVATION 1/8" = 1'-0"SD3.6* 2 COLD STORAGE 1 - EAST ELEVATION 1/8" = 1'-0" SD3. Level 1 974' -6" Level 0 952' -6" MEZZANINE 968' -6" MATCH LINEMETAL PANEL SITE CAST CONCRETE 4 SD4. 1 Level 1 974' - 6"Level 0 952' - 6" MEZZANINE 968' - 6" MATCH LINEMETAL PANEL SITE CAST CONCRETE Level 1 974' -6" Level 0 952' - 6" METAL PANEL SITE CAST CONCRETE Level 1 974' -6" Level 0 952' - 6" METAL PANEL SITE CAST CONCRETE Level 1 974' -6" Level 0 952' - 6" METAL PANEL MATCH LINE4 SD4. 1 Level 1 974' - 6"Level 0952' -6" METAL PANELMATCH LINENORTH KEY PLAN DRAWING NUMBER DRAWING TITLE CLIENT I hereby certify that this drawing was prepared by me or under my direct supervision and that I am a duly registered architect under the laws of the State of Minnesota.Title: XXXX Registration Number: XXXX Date: XXXX By:Title: XXXX 4201 cedar avenue so. - minneapolis, MN 55407 tel. (612) 904-1332 -fax ( 612) 904- 7366 STRUCTURAL MEP N O T F O R C O N S T R U C T IO N PROJECT NUMBER CIVIL / LANDSCAPE OWNER 1/11/ 2023 10:44: 19 AMAutodesk Docs://Xcel Energy Chanhassen/ 2240 Xcel Chanhassen_ ARCH_ R22.rvtSD3.7*1891ARBORETUMBLVD CHANHASSEN, MN 55317 XCEL ENERGY SERVICE CENTER CHANHASSEN EXTERIOR ELEVATIONS -AREAD2240 1/8" = 1'-0"SD3.7*1 COLD STORAGE 2 - WESTELEVATION1 1/8" = 1'-0"SD3.7* 2 COLD STORAGE 2 - WEST ELEVATION 2 1/8" = 1'-0"SD3. 7*3 COLD STORAGE2 - SOUTH ELEVATION 1/8" = 1'-0"SD3.7* 4 COLD STORAGE 2 - NORTH ELEVATION 1/8" = 1'-0"SD3.7*5 COLD STORAGE 2 - EAST ELEVATION NORTH KEY PLAN DRAWING NUMBER DRAWING TITLE CLIENT I hereby certify that this drawing was prepared by me or under my direct supervision and that I am a duly registered architect under the laws of the State of Minnesota. Title: XXXX Registration Number: XXXX Date: XXXX By: Title: XXXX 4201 cedar avenue so. -minneapolis, MN 55407 tel. (612) 904-1332 -fax (612) 904-7366 STRUCTURAL MEP N O T F O R C O N S T R U C T IO N PROJECT NUMBER CIVIL / LANDSCAPE OWNER 1/11/ 2023 10:46: 13 AMAutodesk Docs:// Xcel Energy Chanhassen/2240 Xcel Chanhassen_ARCH_ R22. rvtSD6.1 1891 ARBORETUM BLVD CHANHASSEN, MN 55317 XCEL ENERGY SERVICE CENTER CHANHASSEN 3D VIEWS 2240 SD6.1 1 Arial View 1 SD6.1 2 Arial View 2 SD6.1 3 Arial View 3 SD6.1 4 HWY 5 East Bound SD6.1 5 HWY 5 West Bound SD6.1 6 Office Entry REVISION DATE DESCRIPTION BY 10/ NORTH KEY PLAN DRAWING NUMBER DRAWING TITLE CLIENT I hereby certify that this drawing was prepared by me or under my direct supervision and that I am a duly registered architect under the laws of the State of Minnesota. Title: XXXX Registration Number: XXXX Date: XXXX By: Title: XXXX 4201 cedar avenue so. -minneapolis, MN 55407 tel. (612) 904-1332 -fax (612) 904-7366 STRUCTURAL MEP N O T F O R C O N S T R U C T IO N PROJECT NUMBER CIVIL / LANDSCAPE OWNER 1/11/ 2023 10:47: 53 AMAutodesk Docs:// Xcel Energy Chanhassen/2240 Xcel Chanhassen_ARCH_ R22. rvtSD6.2 1891 ARBORETUM BLVD CHANHASSEN, MN 55317 XCEL ENERGY SERVICE CENTER CHANHASSEN 3D VIEWS 2240 SD6. 2 1 Coulter East Bound SD6.2 2 Yard Entry SD6. 2 3 Coulter West Bound SD6.2 4 Employee Entry SD6.2 5 Fleet Services Entrance REVISION DATE DESCRIPTION BY 10/ 3506 5 STC 3 0 R C P 945.1535068 STC 1 2 R C P 944.0 3 40163 UPD.C COMM 952.21 40165 UPD.C 952.10 45180 GND 947.19 45181 GND 945.6245182 GND 947.42 45185 VLN B 946.74 45186 VLN 946.94 45187 GND 948.2545188 GND 949.73 45189 GND 950.26 45190 GND 950.25 45202 GND 953.27 45203 GND 952.36 45204 GND 950.29 45205 GND 952.00 45206 GND 950.86 45207 GND 952.50 45208 GND 953.26 45209 GND 952.22 45210 GND 951.06 45211 GND 950.2545212 GND 951.69 45215 GND 950.90 45216 GND 952.97 45217 GND 953.80 45218 GND 950.17 45219 FNB B 948.62 45220 VLN1 B 949.15 45221 GND 954.48 45222 GND 953.88 45223 GND 950.29 45224 VLN1 950.65 45225 GND 953.58 45226 VLN1 951.26 45227 GND 948.38 45228 VLN1 947.86 45229 GND 951.00 45230 GND 953.52 45231 GND 952.75 45232 GND 949.34 45233 VLN1 947.58 45234 GND 952.60 45235 GND 952.57 45236 GND 949.29 45237 GND 948.20 45238 VLN1 946.49 45239 GND 949.63 45240 GND 950.50 45241 VLN1 949.24 45242 GND 952.49 45243 GND 955.05 45244 GND 954.25 45245 GND 954.19 45246 GND 953.22 45247 GND 953.37 45248 GND 953.04 45249 GND 953.37 45250 GND 954.39 45251 GND 953.19 45252 GND 954.55 45253 GND 954.54 45254 GND 954.76 45255 GND 954.05 45256 GND 953.60 45257 GND 954.45 45258 GND 953.68 45259 GND 954.51 45260 GND 954.50 45261 GND 956.34 45313 GND 955.54 45314 GND 956.44 45315 GND 955.34 45316 GND 954.80 45317 GND 954.11 45318 GND 954.27 45319 GND 955.14 45320 GND 954.10 45321 GND 955.34 45322 GND 955.18 45323 GND 955.78 45324 GND 955.99 45325 GND 955.68 45326 GND 956.11 45369 GND 956.36 45370 GND 955.80 45371 GND 955.75 45373 GND 955.84 45374 GND 954.84 45375 GND 952.88 45376 GND 951.80 45377 GND 955.29 45378 GND 953.60 45379 GND 956.18 45380 GND 955.71 45389 954.62 45390 GND 954.14 45391 GND 956.32 45392 GND 956.40 45393 GND 957.05 45394 GND 956.44 45395 GND 956.44 45396 GND 954.44 45397 GND 953.76 45398 GND 952.22 45399 GND 951.00 45400 GND 954.11 45401 GND 953.70 45402 GND 955.87 45403 GND 955.55 45404 GND 956.78 45405 GND 956.00 45406 GND 953.04 45407 GND 951.68 45408 GND 950.44 45409 GND 951.55 45410 GND 950.94 45411 VLN1 950.05 40000 CGB B 967.44 40001 CGB AB 966.84 40002 CGB 965.52 40007 CL B AB 966.59 40008 CL 965.32 40009 CL 964.18 40010 CGB 963.79 40011 CGB AE 962.77 40012 CL AE 963.0240013 CL 961.94 40014 CGB 961.8640015CGB 960.85 40018 CL 961.2640019 CL 960.26 40020 CGB 959.92 40022 CGB 959.21 40023 CL 959.6340024 CL 958.45 40025 CL 958.10 40026 CGB 957.9840029 CGB 956.70 40030 CL 956.9540031CL 955.33 40036 CGB 954.8640037CGB 953.40 40039 CL 953.3140040 CL AB 951.35 40041 CGB AB 951.43 40042 CGB 949.77 40043 CGB AE AB 948.25 40044 CL 949.09 40046 CL 946.89 40047 CGB 946.30 40048 CGB 944.50 40049 CL 944.54 40050 CL 942.69 40051 CGB 942.15 40053 CGB 940.81 40056 CL 940.86 40058 CL 939.54 40059 CGB 939.72 40060 CGB 938.62 40061 CL 938.71 40062 CL 937.74 40063 CGB 937.58 40064 CGB 936.42 40065 CL 936.74 40066 CL AE 935.78 40068 CGB 935.48 40069 CGB AE 935.34 40070 CL 935.29 40071 CL 934.96 40072 CGB 934.90 40073 CGB 934.61 40078 CL 934.83 40079 CL 934.94 40080 CGB 934.71 40082 CGB 934.98 935.27 40108 CON 935.41 40109 CON1 935.56 40111 CON 935.30 40112 CON1 935.44 40113 CON1 935.42 40114 CON 935.20 40116 CON 935.17 40117 CON1 935.40 40118 CON1 935.45 40119 CON 935.17 40121 CON 935.56 40122 CON1 935.54 40123 CON1 E 936.03 40124 CON1 B 935.8140125 CON 935.80 40127 CON1 AB 936.44 40128 CON AB 936.40 40129 CON 937.46 40130 CON1 937.76 40131 CON1 AE 938.28 40132 CON AE 938.34 40134 CON1 939.42 40135 CON 939.52 40136 CON 940.6740137VHA4 940.61 40138 BIT E 940.54 40139 BIT E 940.85 40140 CON AB 941.30 40141 CON1 AB 941.26 40142 CON1 943.08 40143 CON 942.91 40145 CON 944.85 40146 CON1 945.71 40148 CON 947.16 40149 CON1 947.34 40150 CON1 949.15 40151 CON 949.14 40153 CON AE 950.74 40154 CON1 AE 950.92 40155 CON1 951.68 40156 CON1 951.82 40157 CON1 952.08 40162 CON1 952.05 40166 CON 951.54 40168 CON 953.72 40169 CON1 954.08 40171 CON 955.52 40172 CON1 955.72 40173 CON1 957.12 40174 CON 956.78 40176 CON 957.97 40177 CON1 958.30 40178 CON1 959.58 40179 CON 959.48 40182 CON 960.35 40183 CON1 960.47 40184 CON1 961.16 40185 CON 961.22 40186 CON 962.36 40188 CON1 962.21 40189 CON1 AB 962.87 40190 CON AB 962.72 40191 CON 964.00 40192 CON1 964.12 40194 CON 964.92 40195 CON1 965.06 40196 CON1 AE 966.47 40197 CON1 E 967.06 40198 CON AE 966.25 40199 CON E 967.00 40238 GND 936.38 40239 GND 943.86 40240 GND 945.95 40241 GND 944.60 40242 VLN B J45185 946.24 40243 VLN 945.41 40244 GND 946.02 40245 GND 946.33 40246 GND 945.83 40247 VLN 946.42 40248 VLN E J45186 947.85 40249 GND 947.78 40250 GND 950.01 40251 GND 947.15 40252 GND 946.92 40253 GND 949.44 40254 GND 949.88 40255 GND 950.58 40256 VLN B J45220 943.39 40257 VLN 939.53 40258 GND 940.59 40259 GND 944.38 40260 GND 947.46 40261 GND 943.39 40262 GND 939.32 40263 GND 941.51 40264 GND 937.73 40265 GND 938.83 40266 GND 940.18 40267 GND 942.15 40268 GND 936.51 40269 VLN 936.19 40270 GND 935.59 40271 VLN 934.77 40272 GND 933.20 40273 VLN 934.90 40274 GND 932.36 40275 GND 928.60 40276 GND 926.17 40277 GND 934.50 40278 GND 935.76 40279 GND 938.51 40280 GND 939.14 40281 GND 938.88 40282 GND 938.40 40283 GND 941.87 40284 GND 942.58 40285 GND 944.52 40286 GND 945.05 40287 GND 944.36 40288 GND 944.2440289 GND 945.24 40290 GND 944.50 40291 GND 945.28 40292 GND 945.20 40293 GND 945.01 40294 GND 934.54 40295 GND 934.79 40296 GND 934.42 40297 GND 936.01 40298 VLN 934.97 40299 GND 934.61 40300 GND 936.39 40301 GND 935.48 40302 VLN 935.60 40303 GND 935.94 40304 GND 929.89 40305 VLN 932.28 40306 VLN E 924.83 40307 GND 926.36 40308 GND 930.84 40309 GND 939.27 40310 GND 943.62 40311 GND 944.8040312 GND 944.4540313GND 944.34 40314 GND 944.48 40315 GND 944.03 40316 GND 943.95 40317 GND 943.23 40318 GND 942.28 40319 GND 941.71 40320 GND 943.09 40321 GND 939.55 40322 GND 936.40 40323 GND 931.6240325GND 938.96 40326 GND 937.29 40327 GND 936.92 40328 GND 936.12 40329 GND 964.59 40330 GND 964.93 40331 GND 964.69 40332 GND 963.60 40333 GND 961.89 40334 GND 962.70 40335 GND 965.21 40336 GND 966.08 40337 GND 967.30 40338 GND 965.55 40339 GND 964.00 40340 GND 965.48 40341 GND 961.48 40342 GND 960.56 40343 GND 958.65 40344 GND 958.98 40345 GND 958.32 40346 GND 956.36 40347 GND 957.21 40348 GND 956.17 40349 GND 959.49 40350 GND 962.87 40351 GND 962.66 40352 GND 964.81 40353 GND 965.05 40354 GND 961.62 40355 GND 962.77 40356 GND 965.20 40357 GND 964.61 40358 GND 963.20 40359 GND 961.67 40360 GND 961.20 40361 GND 959.85 40362 GND 958.88 40363 GND 957.58 40364 GND 958.83 40365 GND 957.21 40366 GND 958.31 40367 GND 957.42 40368 GND 957.43 40369 GND 955.96 40370 GND 954.74 40371 GND 953.92 40372 GND 953.18 40373 GND 953.07 40382 GND 953.91 40383 GND 954.57 40384 GND 954.67 40385 GND 955.55 40386 GND 956.04 40387 GND 952.86 40389 GND 952.37 40391 GND 951.52 40394 GND 950.75 40397 GND 949.59 40399 GND 949.86 40400 GND 949.29 40404 GND 950.02 40412 GND 953.20 40413 VLN B J30339 953.46 40415 GND 953.1240417 GND 953.92 40418 GND 953.59 40419 VLN 954.23 40422 VLN E GDEN B 954.03 40423 GDEN 954.45 40426 GDEN 956.17 40427 GND 957.23 40428 GND 958.34 40429 GND 955.32 40430 GND 957.68 40431 GND 954.79 40432 GND 953.52 40433 GND 953.08 40434 GND 952.74 40435 GND 953.96 40436 GND 959.07 40437 GDEN 959.17 40438 GDEN 962.86 40439 GND 965.48 40442 GND 967.87 40444 GDEN 965.39 40445 GND 963.78 40447 OHU E J40446 955.52 40450 GND 969.88 40451 GND 967.09 40452 GDEN 964.25 40453 GDEN 964.53 40454 GND 966.81 40455 GDEN 968.43 40456 GDEN 971.87 40457 GND 972.26 40458 GND 967.92 40459 GND 968.70 40460 GND 975.7440461GDEN 975.99 40462 GND 978.10 40463 GND 969.32 40464 GND 977.50 40465 GND 979.5840466GDEN 979.70 40467 GND 979.54 40468 GND 977.48 40469 GDEN 977.39 40470 GND 978.18 40472 GND 979.51 40473 GND 970.69 40474 GND 970.60 40475 GND 970.25 40476 GND 976.09 40477 GDEN 975.60 40478 GDEN 974.01 40479 GDEN 972.52 40481 GND 970.9340482 VLN B 969.60 40483 VLN GND 970.78 40484 GND 970.97 40485 VLN 969.08 40486 GND 969.57 40487 GDEN E VLN 971.28 40488 VLN 969.23 40489 GND 968.34 40490 VLN 967.32 40491 VLN 966.88 40492 GND 965.63 40493 GND 970.84 40494 VLN 962.76 40495 GND 961.41 40496 GND 958.23 40497 VLN 957.13 40498 GND 955.79 40499 VLN 955.41 40500 GND 954.67 40501 GND 952.11 40502 VLN 950.44 40503 VLN 947.79 40504 GND 947.95 40505 VLN 947.57 40506 GND 946.58 40507 GND 947.59 40508 GND 947.47 40509 VLN 948.02 40510 GND 947.50 40511 GND 947.95 40512 GND 948.10 40513 GND 948.09 40514 GND 948.10 40515 VLN E J30327 GDEN E J30328 947.88 40516 GND 948.39 40517 GND 948.73 40518 GND 948.5740519 VLN E J30327 948.50 40520 GND 955.87 40521 GND 953.94 40522 GND 953.57 40523 GND 953.69 40524 GND 953.77 40525 GND 953.04 40526 GND 953.17 40527 GND 951.14 40528 GND 951.34 40529 GND 944.32 40530 GND 945.09 40531 BIT B J40138 941.99 40532 BIT 941.01 40533 BIT AB 938.91 40534 BIT 937.69 40535 BIT AE AB 936.14 40536 BIT 934.71 40537 BIT E AE 933.57 40538 BIT B AB 933.21 40539 BIT 934.44 40540 BIT AE AB 935.48 40541 BIT 936.72 40542 BIT AE 938.60 40543 BIT 940.74 40544 BIT E J40139 941.93 40545 GND 945.11 40546 GND 949.88 40547 GND 942.12 40548 GND 941.44 40549 GND 939.89 40550 GND 940.57 40551 GND 937.7740552 GND 937.90 40553 GND 932.33 40554 GND 928.34 40555 GND 929.89 40556 GND 939.11 40557 GND 935.78 40558 GND 937.08 40559 GND 933.88 40560 VLN1 B 933.84 40561 GND 935.72 40562 GND 937.52 40563 GND 938.35 40564 GND 937.38 40565 VLN1 E J30039 937.89 40566 VLN1 B J30039 937.26 40567 GND 936.85 40568 GND 936.93 40569 VLN1 936.42 40570 GND 935.48 40571 GND 936.86 40572 VLN1 937.01 40573 GND 937.76 40574 VLN1 938.91 40575 VLN1 939.32 40576 GND 940.03 40577 VLN1 941.14 40578 GND 943.13 40579 GND 943.09 40580 VLN1 945.70 40581 GND 947.83 40582 VLN1 949.73 40583 VLN1 949.14 40584 GND 948.93 40585 VLN1 E J40519 948.43 40586 GND 949.09 40587 GND 948.88 40588 GND 947.98 40589 GND 948.04 40590 GND 947.46 40591 GND 947.33 40592 GND 947.25 40593 GND 945.53 40594 GND 945.57 40595 GND 945.67 40596 GND 943.15 40597 GND 941.99 40598 GND 944.3740599 GND 944.83 40600 GND 944.63 40601 GND 944.42 40602 GND 944.38 40603 GND 944.08 40604 GND 943.60 40605 GND 943.46 40606 GND 942.69 40607 GND 943.34 40608 GND 942.35 40609 WTR B 3' WIDE CTRLN 938.78 40611 TEL B 966.9740612 TEL B 962.63 40613 ELC B 962.69 40614 ELC 961.94 40615 TEL 962.53 40616 TEL 956.87 40617 ELC 956.90 40618 ELC 956.26 40619 ELC E 956.26 40620 TEL 955.6640621 TEL E 952.94 40622 ELC B 951.76 40623 ELC E 952.18 40624 TEL B 951.42 40625 TEL 946.71 40626 TEL E 941.18 40631 GND 966.47 40633 GND 967.28 40634 GND 968.66 40635 GND 970.14 40636 GND 968.66 40637 VLN B J40482 967.85 40638 VLN 965.63 40639 GND 965.82 40640 GND 967.04 40641 GND 967.52 40642 GND 966.20 40644 GND 966.75 40645 GND 964.44 40646 GND 963.72 40647 VLN 964.41 40648 VLN 962.39 40649 VLN 959.62 40650 GND 958.80 40651 GND 957.50 40652 VLN 957.48 40653 GND 960.90 40654 GND 960.58 40655 GND 964.59 40656 GND 965.90 40657 GND 968.92 40658 GND 965.99 40659 GND 968.34 40660 GND 964.90 40661 GND 964.26 40662 GND 957.92 40663 GND 964.21 40664 GND 968.77 40665 GND 964.85 40666 GND 960.0140667 GND 956.70 40668 VLN 956.25 40669 GND 956.37 40670 GND 958.73 40671 VLN 962.42 40672 GND 964.08 40673 GND 965.33 40674 GND 966.97 40675 GND 960.87 40676 GND 961.54 40677 GND 960.46 40678 GND 956.81 40679 GND 953.00 40680 GND 952.42 40681 VLN 952.8440682 GND 952.51 40683 GND 952.14 40684 GND 958.64 40685 GND 961.18 40686 GND 960.79 40687 GND 955.77 40688 GND 953.95 40689 GND 955.0240690 GND 954.48 40691 GND 958.55 40692 GND 962.46 40693 GND 965.27 40694 GND 965.30 40695 GND 966.03 40696 GND 965.89 40697 GND 965.11 40698 GND 952.22 40699 GND 950.82 40700 GND 949.34 40701 GND 950.94 40702 GND 949.54 40703 VLN 950.80 40704 GND 952.09 40705 VLN 946.28 40706 GND 947.16 40707 GND 947.17 40708 GND 944.51 40709 VLN 943.8040710 GND 942.32 40711 GND 943.91 40712 VLN 943.8540713 GND 943.51 40714 GND 944.29 40715 VLN 944.34 40716 VLN 942.68 40717 GND 942.54 40718 GND 942.20 40719 GND 940.81 40720 GND 939.2440721 VLN 939.30 40722 GND 939.12 40723 GND 937.48 40724 GND 937.60 40725 GND 931.02 40726 GND 929.67 40727 GND 935.43 40728 VLN 935.96 40729 WTR1 B 3'CL 925.54 40730 WTR1 2'CL 925.79 40731 GND 927.55 40732 GND 928.64 40733 GND 935.10 40734 VLN 937.78 40735 GND 940.22 40736 GND 940.46 40737 GND 941.53 40738 VLN 941.99 40739 GND 939.7740740 GND 941.87 40741 GND 942.95 40742 GND 931.12 40743 WTR1 926.98 40744 GND 929.90 40745 GND 936.91 40746 GND 935.4440747 GND 932.3140748 GND 930.22 40749 WTR1 927.78 40750 GND 929.61 40751 GND 936.28 40752 GND 940.44 40753 GND 942.82 40754 VLN 939.71 40755 VLN 938.53 40756 GND 940.98 40757 GND 935.62 40758 GND 930.54 40759 WTR1 928.90 40760 WTR1 928.98 40761 GND 931.17 40762 GND 935.92 40763 GND 931.51 40764 VLN 932.49 40765 WTR1 929.41 40766 WTR1 929.59 40767 GND 930.7640768 GND 930.82 40769 WTR1 929.96 40770 GND 931.26 40771 GND 931.54 40772 GND 931.90 40773 WTR1 930.20 40774 GND 932.12 40775 WTR1 931.00 40776 GND 932.23 40777 GND 934.60 40778 GND 932.69 40779 WTR1 2' 931.7840780 GND 935.10 40781 GND 934.02 40782 VLN 934.16 40783 GND 935.72 40784 WTR1 E 3' 932.12 40785 GND 935.27 40786 GND 935.82 40787 VLN 936.20 40788 GND 938.66 40789 GND 940.37 40790 VLN 940.37 40791 VLN 941.08 40792 GND 941.34 40793 GND 942.79 40794 VLN 943.76 40795 GND 944.41 40796 GND 942.22 40797 GND 941.93 40798 GND 944.56 40799 GND 947.25 40800 GND 946.51 40801 GND 943.95 40802 VLN 945.86 40803 GND 946.69 40804 VLN 944.72 40805 GND 943.63 40806 GND 944.32 40807 VLN 945.14 40808 GND 944.99 40809 VLN 946.90 40810 GND 944.31 40811 GND 943.24 40812 GND 942.44 40813 GND 942.92 40814 GND 941.15 40815 GND 940.51 40816 GND 938.15 40817 GND 938.08 40818 GND 938.48 40819 GND 932.27 40820 GND 932.53 40821 GND 931.53 40822 GND 930.86 40823 GND 935.53 40824 GND 937.70 40825 GND 936.73 40826 GND 937.70 40827 GND 938.48 40828 GND 939.12 40829 GND 939.74 40830 GND 941.80 40831 GND 940.08 40832 GND 943.23 40833 GND 941.42 40834 GND 940.05 40835 GND 938.89 40836 GND 937.56 40837 GND 939.46 40838 GND 939.97 40839 GND 941.22 40840 GND 940.42 40841 GND 939.87 40842 GND 939.70 40843 GND 939.30 40844 GND 940.36 40845 GND 940.87 40846 GND 941.07 40847 GND 942.13 40848 GND 941.87 40849 GND 941.68 40850 VLN 949.08 40851 GND 950.11 40852 GND 953.34 40853 GND 953.0740854 VLN 952.61 40855 GND 952.75 40856 GND 951.24 40857 GND 951.65 40858 VLN 951.83 40859 GND 952.61 40860 GND 957.96 40861 GND 953.43 40862 GND 953.10 40863 GND 954.14 40864 VLN 952.32 40865 VLN 955.91 40866 GND 955.66 40867 GND 957.11 40868 GND 959.17 40869 GND 960.16 40870 GND 960.24 40871 GND 956.14 40872 VLN 957.43 40873 VLN 965.06 40874 GND 962.93 40875 GND 959.79 40876 GND 963.16 40877 GND 963.31 40878 VLN 964.42 40879 VLN 964.95 40880 VLN E 965.47 40883 BIT B AB J40538 928.12 40884 BIT 926.4740885 BIT AE 924.48 40886 BIT CON B 923.72 40887 BIT 923.56 40888 BIT AB 924.43 40889 BIT 926.03 40890 BIT E AE J40537 928.60 40891 RWG B 928.30 40892 RWG 928.73 40893 RWG 936.47 40894 RWG 936.58 40895 RWG 936.57 40896 RWG 936.07 40897 RWG 936.04 40898 GND 935.30 40899 GND 930.60 40900 STEP B J40123 935.97 40901 STEP CON1 B 934.03 40902 STEP CON2 B 933.98 40903 STEP E J40124 935.80 40904 STEP B CON2 E 933.82 40905 STEP CON1 E 934.0140906 GND 935.09 40907 STEP CON1 B 932.05 40908 STEP F CON2 B 931.87 40909 STEP B CON2 E 931.88 40910 STEP CON1 E 932.02 40911 STEP CON1 B 930.03 40912 STEP F CON2 B 929.87 40913 STEP B CON2 E 929.92 40914 STEP CON1 E 930.02 40915 STEP CON1 B AB 928.24 40916 STEP F CON2 B AB 928.08 40917 CON2 927.98 40918 CON2 E AE STR B 928.06 40919 CON1 928.07 40920 CON1 E AE STR 928.25 40921 STEP CON1 B 926.3540922 STEP F CON2 B 926.15 40923 STEP B CON2 E 926.13 40924 STEP CON1 E 926.18 40925 CON 924.0440926 CON 924.07 40927 CON E STR 924.3340928 STEP F CON B 924.20 40929 CON 923.9840930 CON 923.37 40931 CON 922.27 40932 CON 922.36 40933 CON E 922.54 40934 CON B 922.00 40935 CON RWG1 B 921.99 40936 CON 921.98 40937 CON E J40887 923.16 40938 RWG 928.64 40939 RWG 927.88 40940 RWG 922.68 40941 GND 923.42 40942 GND 923.95 40943 GND 928.21 40944 GND 929.51 40945 GND 922.47 40946 GND 922.21 40947 GND 919.89 40949 RWG1 922.14 40950 RWG1 E 920.67 40951 GND 920.78 40952 WTR1 B 3'CL 919.59 40953 RWG F 922.44 40954 GND 920.88 40955 GND 921.71 40956 WTR1 919.44 40957 WTR1 919.66 40958 GND 921.89 40959 GND 921.98 40960 GND 921.13 40961 GND 925.23 40962 WTR1 921.04 40963 WTR1 E 920.94 40964 GND 923.0040965 GND 922.56 40966 GND 929.77 40967 GND 927.1540968 GND 924.38 40969 GND 923.20 40970 STRM INV 24"RCP 920.18 40972 WTR1 B 3'CL 921.04 40973 GND 922.53 40974 GND 923.16 40975 GND 924.30 40976 WTR1 921.21 40977 WTR1 921.35 40978 GND 923.84 40979 WTR1 921.45 40980 GND 923.17 40981 GND 924.61 40982 GND 924.52 40983 WTR1 921.55 40984 GND 923.31 40985 WTR1 921.84 40986 WTR1 922.04 40987 GND 923.6340988 GND 926.51 40989 GND 923.43 40990 GND 928.35 40991 GND 933.17 40992 GND 926.70 40993 GND 924.79 40994 GND 926.58 40995 GND 933.63 40996 GND 932.55 40997 GND 924.69 40998 WTR1 922.22 40999 GND 924.6841000GND 924.87 41001 GND 925.93 41002 WTR1 4' 922.60 41003 GND 924.74 41004 GND 935.89 41005 GND 932.36 41006 GND 936.27 41007 WTR1 923.08 41008 WTR1 922.81 41009 WTR1 923.07 41010 GND 925.1241011 GND 925.06 41012 GND 929.16 41013 WTR1 923.7341014GND 925.59 41015 GND 926.79 41016 GND 930.54 41017 GND 929.36 41018 GND 929.07 41019 GND 926.02 41020 WTR1 924.16 41021 GND 929.67 41022 GND 934.15 41023 GND 933.83 41024 GND 935.99 41025 GND 935.35 41026 GND 936.9841027 GND 931.34 41028 WTR1 924.35 41029 GND 928.84 41030 GND 927.72 41031 WTR1 925.03 41032 GND 928.97 41033 GND 928.17 41034 WTR1 924.84 41035 WTR1 3'CL 925.18 41036 WTR1 925.38 41037 WTR1 E J40729 925.64 41038 GND 928.65 41039 GND 929.9741040 GND 925.5341041 GND 928.44 41042 GND 928.60 41043 GND 936.67 41044 GND 940.53 41045 GND 935.47 41046 GND 942.97 41047 GND 945.30 41048 GND 945.95 41049 GND 945.55 41050 GND 943.72 41051 GND 941.44 41052 GND 943.28 41053 GND 945.28 41054 GND 942.43 41055 GND 939.84 41056 GND 940.29 41057 GND 940.64 41058 GND 942.19 41059 GND 943.74 41060 GND 945.14 41061 GND 943.24 41062 VLN J45411 948.22 41063 VLN E 947.54 41064 GND 946.07 41065 GND 941.05 41066 GND 941.27 41067 GND 946.45 41068 GND 946.16 41069 GND 946.13 41070 GND 947.26 41071 GND 949.01 41072 GND 949.48 41073 GND 946.53 41074 GND 951.52 41075 GND 948.40 41076 GND 952.21 41077 GND 944.53 41078 GND 944.55 41079 GND 939.47 41080 GND 937.63 41081 GND 935.50 41082 GND 933.75 41083 GND 938.34 41084 GND 937.31 41085 GND 932.10 41086 GND 931.56 41087 GND 932.20 41088 GND 935.70 41089 GND 938.78 41090 GND 944.23 41091 GND 936.54 41092 GND 934.4241093 GND 940.14 41094 GND 937.91 41095 GND 938.55 41096 GND 938.86 41097 GND 938.70 41098 GND 939.5141099GND 938.91 41100 GND 942.27 41101 GND 931.83 41102 GND 932.53 41103 GND 938.26 41104 GND 931.31 41105 GND 931.24 41106 GND 935.91 41107 GND 931.28 41108 GND 930.89 41109 GND 936.04 41110 GND 942.21 41111 GND 929.88 41112 GND 930.21 41113 GND 928.8441114 GND 928.9341115 GND 935.03 41116 GND 939.02 41117 GND 936.47 41118 GND 930.50 41119 GND 928.79 41120 GND 925.87 41121 GND 926.88 41122 GND 926.65 40374 WET B 2-1 955.03 40375 WET 2-2 954.4240376 WET 2-3 954.23 40377 WET 2-4 953.88 40378 WET 2-5 952.70 40379 WET 2-6 952.94 40380 WET 2-7 952.77 40381 WET 2-8 952.64 40388 WET 2-9 951.90 40390 WET 2-10 951.15 40392 WET 2-11 950.84 40393 WET 2-13 950.15 40395 WET 2-14 949.50 40396 WET 2-15 949.25 40398 WET 2-16 948.75 40401 WET 2-17 948.57 40402 WET 2-18 948.54 40403 WET 2-19 948.90 40405 WET 2-20 949.26 40406 WET 2-21 949.64 40407 WET 2-22 949.90 40408 WET 2-23 950.64 40409 WET 2-24 950.41 40410 WET 2-25 950.79 40411 WET 2-26 951.87 40414 WET 2-27 952.56 40416 WET 2-28 952.55 40420 WET 2-29 952.91 40421 WET 2-30 953.42 40424 WET 2-31 953.49 40425 WET 2-32 953.78 41123 WET 2-33 953.86 41124 WET 2-34 954.22 41125 WET 2-35 954.99 41126 WET E 2-36 955.59 41127 GND 954.16 41128 WET B 1-1 954.74 41129 WET 1-2 954.33 41130 WET 1-3 953.04 41131 WET 1-4 953.49 41132 WET 1-5 954.56 41133 WET 1-6 954.72 41134 WET E F 1-7 954.78 41135 GND 953.93 41136 GND 956.59 41137 GND 956.14 41138 GND 954.31 41139 GND 952.23 41140 GND 952.76 41141 GND 953.15 41142 GND 956.17 41143 GND 956.64 41144 GND 955.34 41145 GND 954.06 41146 GND 953.93 41147 GND 955.45 41148 GND 952.44 41149 GND 949.46 41150 GND 948.58 41151 GND 946.24 41152 GND 936.64 41153 WTR B J40784 934.96 41154 GND 937.04 41155 GND 937.62 41156 GND 941.54 41157 WTR E J35100 935.81 41158 GND 937.34 41159 GND 937.33 41160 GND 942.01 41161 GND 942.79 41162 GND 942.97 41163 GND 943.60 41164 GND 943.92 41165 GND 946.29 41166 GND 945.82 41167 GND 944.02 41168 GND 945.65 41169 GND 944.02 41170 GND 949.60 41171 GND 949.07 41172 GND 937.30 41173 GND 941.71 41174 GND 946.06 41175 GND 945.60 30000 VLN B 967.04 30001 VLN 964.9030002GDENBJ30001 964.22 30003 GDEN 962.9030004GDEN 962.38 30005 GDEN 962.5930006GDEN 962.1830007 GDEN 960.7530008GDEN 959.0730009 GDEN 957.45 30010 GDEN E J30011 956.30 30011 VLN1 B 955.70 30012 VLN1 954.19 30013 VLN1 953.3930014 VLN1 953.4930015VLN1 953.25 30016 VLN1 952.82 30017 VLN1 952.53 30018 VLN1 950.82 30019 VLN1 946.72 30020 VLN1 947.35 30021 VLN1 949.26 30022 VLN1 958.58 30023 VLN1 951.44 30024 VLN1 E J30011 954.67 30025 VLN2 B 953.59 30026 VLN2 954.75 30027 VLN2 955.71 30028 VLN2 956.05 30029 VLN2 949.74 30030 VLN2 954.25 30031 VLN2 955.57 30032 VLN2 954.95 30033 VLN2 E F 953.45 30034 GDEN B J30017 949.56 30035 GDEN 943.92 30036 GDEN 942.29 30037 GDEN 940.48 30038 GDEN 939.22 30039 GDEN 938.31 30040 GND 939.61 30041 GND 944.32 30042 GND 950.16 30043 GND 953.42 30044 GND 955.13 30045 GND 954.69 30046 GND 953.75 30047 GND 953.27 30048 GND 953.46 30049 GND 954.26 30050 GND 954.69 30051 GND 952.91 30052 GND 948.18 30053 GND 952.08 30054 GND 953.18 30055 GND 952.67 30056 GND 950.23 30057 GND 949.11 30058 GND 945.98 30059 GND 942.75 30060 GND 940.30 30061 GND 941.52 30062 GND 943.43 30063 GND 944.99 30064 GND 938.91 30065 GND 937.31 30066 GND 937.15 30067 GND 937.42 30068 GND 938.52 30069 GND 939.64 30070 GND 938.10 30071 GND 937.87 30072 GND 938.02 30073 GND 939.91 30074 GND 943.18 30075 GND 946.53 30076 GND 942.31 30077 GND 939.67 30078 GND 938.84 30079 GND 939.71 30080 GND 941.82 30081 GND 946.23 30082 GND 942.91 30083 GND 940.78 30084 GND 939.51 30085 GND 940.69 30086 GND 942.89 30087 GND 947.86 30088 GND 949.31 30089 GND 944.77 30090 GND 941.70 30091 GND 940.74 30092 GND 941.82 30093 GND 945.47 30094 GND 949.70 30095 GND 951.55 30096 GND 951.31 30097 GND 952.57 30098 GND 949.24 30099 GND 944.61 30100 GND 942.26 30101 GND 942.26 30102 GND 943.82 30103 GND 947.30 30104 GND 952.53 30105 GND 956.06 30106 GND 956.02 30107 GND 955.05 30108 GND 954.14 30109 GND 953.44 30110 GND 955.61 30111 GND 956.23 30112 GND 957.28 30113 GND 957.53 30114 GND 954.05 30115 GND 949.63 30116 GND 945.84 30117 GND 943.82 30118 GND 943.23 30119 GND 945.20 30120 GND 948.50 30121 GND 952.64 30122 GND 952.59 30123 GND 950.37 30124 GND 949.12 30125 GND 950.84 30126 GND 952.43 30127 GND 950.24 30128 GND 946.81 30129 GND 945.35 30130 GND 945.15 30131 GND 947.37 30132 GND 950.65 30133 GND 954.47 30134 GND 958.18 30135 GND 959.89 30136 GND 959.01 30137 GND 958.07 30138 GND 960.40 30139 GND 960.93 30140 GND 961.02 30141 GND 958.33 30142 GND 955.09 30143 GND 951.92 30144 GND 948.16 30145 GND 947.47 30146 GND 947.91 30147 GND 948.83 30148 GND 951.00 30149 GND 952.15 30150 GND 951.07 30151 GND 949.26 30152 GND 949.63 30153 GND 949.79 30154 GND 950.96 30155 GND 952.13 30156 GND 952.17 30157 GND 952.00 30158 GND 951.55 30159 GND 951.44 30160 GND 951.41 30161 GND 951.70 30162 GND 954.94 30163 GND 957.62 30164 GND 960.36 30165 GND 962.17 30166 GND 962.01 30167 GND 962.98 30168 GND 961.05 30169 GND 958.67 30170 GND 956.27 30171 GND 954.52 30172 GND 955.19 30173 GND 955.42 30174 GND 955.64 30175 GND 955.81 30176 GND 955.44 30177 GND 954.24 30178 GND 952.62 30179 GND 951.26 30180 GND 950.58 30181 GND 950.96 30182 GND 950.84 30183 GND 951.36 30184 GND 952.14 30185 GND 952.20 30186 GND 951.84 30187 GND 952.43 30188 GND 954.70 30189 GND 956.78 30190 GND 958.15 30191 GND 958.35 30192 GND 957.83 30193 GND 956.81 30194 GND 956.02 30195 GND 956.43 30196 GND 958.41 30197 GND 960.62 30198 GND 962.61 30199 GND 961.49 30200 GND 958.80 30201 GND 957.31 30202 GND 956.87 30203 GND 957.78 30204 GND 959.05 30205 GND 960.22 30206 GND 960.08 30207 GND 958.38 30208 GND 955.95 30209 GND 954.36 30210 GND 953.45 30211 GND 953.86 30212 GND 953.92 30213 GND 953.54 30214 GND 952.65 30215 GND 951.59 30216 GND 952.22 30217 GND 953.42 30218 GND 954.06 30219 GND 954.16 30220 GND 953.88 30221 GND 954.59 30222 GND 955.59 30223 GND 955.96 30224 GND 956.17 30225 GND 957.22 30226 GND 959.24 30227 GND 961.09 30228 GND 961.78 30229 GND 960.66 30230 GND 959.6030231 GND 957.99 30232 GND 959.34 30233 GND 960.57 30234 GND 959.42 30235 GND 956.94 30236 GND 955.58 30237 GND 954.65 30238 GND 954.89 30239 GND 955.37 30240 GND 954.14 30241 GND 953.46 30242 GND 953.82 30243 GND 954.78 30244 GND 955.91 30245 GND 958.14 30246 GND 958.70 30247 GND 957.50 30248 GND 956.6430249 GND 955.20 30250 GND 955.50 30251 GND 956.04 30252 GND 955.98 30253 GND 954.78 30254 GND 953.76 30255 GND 952.73 30256 GND 955.88 30257 GND 958.08 30258 GND 959.60 30259 GND 960.47 30260 GND 959.84 30261 GND 958.71 30262 GND 957.97 30263 GND 958.03 30264 GND 958.45 30265 GND 959.42 30266 GND 960.72 30267 GND 960.50 30268 GND 959.39 30269 GND 958.99 30270 GND 959.13 30271 GND 960.08 30272 GND 961.11 30273 GND 960.20 30274 GND 958.98 30275 GND 957.93 30276 GND 959.03 30277 GND 960.12 30278 GND 961.99 30279 GND 963.46 30280 GND 962.27 30281 GND 961.31 30282 GND 960.81 30283 GND 960.79 30284 GND 961.37 30285 VLN 962.03 30286 VLN 962.04 30287 VLN 962.85 30288 VLN 963.85 30289 VLN 965.27 30290 VLN 964.51 30291 VLN 962.29 30292 VLN 961.29 30293 VLN 960.51 30294 VLN 958.48 30295 VLN 957.40 30296 VLN 956.59 30297 VLN 955.86 30298 VLN 956.59 30299 VLN 957.45 30300 VLN 958.74 30301 VLN 960.14 30302 VLN 960.67 30303 VLN 962.06 30304 VLN 963.05 30305 VLN 962.44 30306 VLN 960.14 30307 VLN 958.38 30308 VLN 957.72 30309 VLN 957.00 30310 VLN 956.48 30311 VLN 956.31 30312 VLN 955.34 30313 VLN 954.04 30314 VLN 953.41 30315 VLN E 952.77 30316 GDEN1 B J30315 952.58 30317 GDEN1 952.65 30318 GDEN1 952.50 30319 GDEN1 952.43 30320 GDEN1 951.64 30321 GDEN1 950.91 30322 GDEN1 950.66 30323 GDEN1 949.98 30324 GDEN1 949.58 30325 GDEN1 949.08 30326 GDEN1 948.86 30327 GDEN1 E VLN B 948.76 30328 GDEN2 B 947.98 30329 GDEN2 948.24 30330 GDEN2 948.68 30331 GDEN2 948.99 30332 GDEN2 949.19 30333 GDEN2 950.11 30334 GDEN2 951.01 30335 GDEN2 951.50 30336 GDEN2 952.35 30337 GDEN2 952.15 30338 GDEN2 952.90 30339 GDEN2 E B VLN1 952.82 30340 GND 953.68 30341 GND 954.57 30342 GND 954.95 30343 GND 954.93 30344 GND 955.22 30345 GND 957.95 30346 GND 960.7630347GND 961.7330348 GND 962.27 30349 GND 964.90 30350 GND 968.25 30351 GND 971.0430352 GND 974.12 30353 GND 977.42 30354 GND 977.94 30355 GND 975.35 30356 GND 973.43 30357 GND 970.64 30358 GND 968.24 30359 GND 972.43 30360 GND 972.02 30361 GND 967.97 30362 GND 965.10 30363 GND 962.84 30364 GND 961.05 30365 GND 960.82 30366 GND 959.97 30367 GND 959.39 30368 GND 957.46 30369 GND 955.67 30370 GND 958.00 30371 GND 959.22 30372 GND 959.66 30373 GND 959.56 30374 GND 959.82 30375 GND 960.74 30376 GND 962.39 30377 GND 964.35 30378 GND 966.98 30379 GND 963.60 30380 GND 961.58 30381 GND 959.91 30382 GND 958.70 30383 GND 958.49 30384 GND 959.82 30385 GND 960.29 30386 GND 959.25 30387 GND 956.24 30388 GND 956.11 30389 GND 958.67 30390 GND 961.54 30391 GND 960.65 30392 GND 958.16 30393 GND 957.4830394GND 959.21 30395 GND 961.0230396 GND 961.1430397GND 961.83 30398 GND 959.22 30399 GND 957.33 30400 GND 956.06 30401 GND 955.36 30402 GND 952.74 30403 GND 949.31 30404 GND 948.34 30405 GND 948.39 30406 GND 950.42 30407 GND 953.19 30408 GND 956.37 30409 GND 957.76 30410 GND 958.67 30411 GND 959.86 30412 GND 959.95 30413 GND 959.20 30414 GND 958.97 30415 GND 956.66 30416 GND 953.35 30417 GND 950.28 30418 GND 948.84 30419 GND 948.70 30420 GND 950.36 30421 GND 953.21 30422 GND 956.42 30423 GND 957.79 30424 GND 957.26 30425 GND 957.32 30426 GND 957.52 30427 GND 957.22 30428 GND 956.79 30429 GND 956.42 30430 GND 956.75 30431 GND 955.08 30432 GND 952.28 30433 GND 950.20 30434 GND 949.22 30435 GND 949.97 30436 GND 951.71 30437 GND 953.71 30438 GND 954.91 30439 GND 956.60 30440 GND 957.79 30441 GND 958.63 30442 GND 961.29 30443 GND 959.46 30444 GND 956.97 30445 GND 954.40 30446 GND 951.67 30447 GND 950.45 30448 GND 951.82 30449 GND 953.22 30450 GND 953.61 30451 GND 953.82 30452 GND 953.97 30453 GND 954.61 30454 GND 955.89 30455 GND 955.02 30456 GND 955.54 30457 GND 956.91 30458 GND 958.09 30459 GND 960.02 30460 GND 958.34 30461 GND 956.22 30462 GND 954.26 35000 GND 949.63 35001 GND 950.12 35002 GND 955.40 35003 GND 963.72 35004 GND 964.05 35005 GND 957.92 35006 GND 951.34 35007 VLN B 949.58 35008 VLN 949.33 35009 VLN 949.33 35010 VLN 950.44 35011 VLN 950.93 35012 VLN GND 947.60 35013 VLN GND 945.02 35014 GND 948.29 35015 GND 952.58 35017 GND 957.43 35018 GND 963.59 35019 GND 964.28 35020 GND 958.56 35021 GND 952.85 35022 VLN GND 951.01 35023 VLN GND 951.14 35024 VLN GND 951.60 35025 VLN GND 952.70 35026 VLN GND 952.22 35027 VLN GND 952.91 35028 VLN E J40865 955.39 35029 GND 955.03 35030 GND 954.22 35031 GND 957.52 35032 GND 957.69 35033 GND 956.56 35034 GND 956.99 35035 GND 960.15 35036 GND 964.53 35037 GND 964.98 35038 GND 962.15 35039 GND 960.4935040 GND 960.10 35041 GND 962.19 35042 GND 963.25 35043 GND 963.31 35044 GND 964.62 35045 GND 964.39 35046 GND 964.80 35047 GND 961.09 35048 GND 956.25 35049 GND 953.9735050 GND 953.29 35051 GND 948.29 35052 GND 945.43 35053 RIP B 946.8135054 RIP 945.15 35055 RIP 944.7935056RIP 944.45 35057 RIP 945.13 35058 RIP 945.00 35059 RIP 945.20 35060 RIP 944.92 35061 RIP 947.13 35062 RIP 948.77 35063 RIP F 948.0635069 GND 945.20 35070 GND 946.70 35071 GND 948.40 35072 GND 949.31 35073 GND 948.00 35074 GND 945.28 35075 WTR B 6' WIDE 943.78 35076 WTR 6' WIDE 942.47 35077 WTR 5' WIDE 941.53 35078 GND 944.84 35079 GND 949.31 35080 GND 950.00 35081 GND 948.67 35082 GND 944.18 35083 WTR 4' WIDE 941.73 35084 WTR 4' WIDE 941.2435085 WTR 4' WIDE 941.2635086 WTR 4' WIDE 941.2035087 WTR 4' WIDE 941.1935088 WTR 4' WIDE 940.70 35089 WTR 4' WIDE 940.70 35090 WTR 4' WIDE 939.35 35092 WTR 4' WIDE 938.73 35093 WTR 8' WIDE 938.28 35094 WTR 8' WIDE 938.28 35095 WTR 8' WIDE 938.3835096 WTR 8' WIDE 937.0635097 WTR 6' WIDE 937.34 35098 WTR 4' WIDE 936.56 35099 WTR 3' WIDE 944.30 35100 WTR E 3' WIDE 935.78 35101 GND 945.62 35102 GND 943.13 35103 GND 944.8735104 GND 947.69 35105 GND 945.84 35106 GND 943.20 35107 GND 941.12 35108 GND 944.73 35109 GND 943.10 35110 GND 943.34 35111 GND 940.98 45415 CON B J45417 950.78 45417 CON B 953.82 45418 CON1 B 953.8245419CON1 954.06 45420 CON1 E 954.94 45421 CON1 B 954.94 45422 CGB B J45421 954.96 45427 CON1 954.17 45428 CON 954.06 45524 CON1 B J45418 950.83 45526 GND 952.40 45529 ETR.C B 945.86 45530 ETR.C 945.90 45531 ETR.C 945.99 45532 ETR.C F 945.90 45533 VLN B J41063 945.95 45534 VLN 948.90 45536 VLN 948.79 45537 VLN 949.54 45538 VLN 949.28 45539 GND 949.16 45540 GND 946.97 45541 GND 949.17 45542 GND 947.45 45543 GND 945.47 45544 GND 945.97 45545 GND 944.86 45546 GND 946.21 45547 GND 947.97 45548 GND 948.34 45549 GND 947.30 45550 GND 949.12 45551 GND 945.80 45552 GND 945.49 45553 GND 945.08 45554 GND 944.16 45555 GND 943.86 45556 GND 944.07 45557 GND 944.3245558 GND 945.57 45559 GND 949.84 26 TRAV 937.88 40882 TRAV NAIL 924.44 45416 TRAV NAIL 953.86 45525 TRAV NAIL 947.15 45535 TRAV NAIL 948.30 EXISTING FLOOD ELEVATION: 946' AS PROVIDED BY RPBCWD FOR NORTH PORTION OF CREEK) EXISTING FLOOD ELEVATION: 929' AS PROVIDED BY RPBCWD FOR CENTER PORTION OF CREEK) EXISTING FLOOD ELEVATION: 924' AS PROVIDED BY RPBCWD FOR SOUTH PORTION OF CREEK) EXISTING WETLAND 100-YR HWL: 954.21 EXISTING WETLAND 100-YR HWL: 949.34 EXISTING WETLAND 100-YR HWL: 955.38 EXISTING WETLAND 100-YR HWL: 944.61 N SCALE IN FEET 0 50 100 NORTH KEY PLAN DRAWING NUMBER DRAWING TITLE CLIENT 4201 cedar avenue so. - minneapolis, MN 55407 tel. (612) 904-1332 - fax (612) 904-7366 NOT F O R C O N S T R U C TI O N PROJECT NUMBER 21602.0A REVISION DATE DESCRIPTION BY 1891 Arboretum Boulevard Chanhassen, MN 55317 Xcel Energy Service Center Chanhassen Title: Zachary B. Moen - PE Registration Number: 58688 Date: XX/XX/XXXX By: Title: Professional Engineer I hereby certify that this drawing was prepared by me or under my direct supervision and that I am a duly licensed Professional Engineer under the laws of the State of Minnesota. LOUCKS PROJECT NO. 21602 10/25/2022 WATERSHED SUBMITTAL 11/16/2022 TEP SUBMITTAL 11/16/2022 SCHEMATIC DESIGN PACKAGE 12/05/2022 SD PACKAGE ADDENDUM 01/12/2023 CITY SUBMISSION C1.0 EXISTING CONDITIONS OVERALL NOTE: EXISTING CONDITIONS INFORMATION SHOWN IS FROM AN ALTA/NSPS LAND TITLE SURVEY PREPARED BY LOUCKS, DATED 03/24/2022. Gopher State One Call WARNING: THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND / OR RELOCATION OF LINES. THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. ASH LEGEND CATCH BASIN STORM SEWER SANITARY SEWER STORM MANHOLE SANITARY MANHOLE HYDRANT GATE VALVE SET 1/2 INCH X 14 INCH IRON MONUMENT, MARKED "LS 48988" SPOT ELEVATION SIGN LIGHT POLE POWER POLE CONTOUR CONCRETE CURB UNDERGROUND ELECTRIC CONCRETE TELEPHONE PEDESTAL UNDERGROUND TELEPHONE UNDERGROUND GAS OVERHEAD UTILITY EXISTING BUILDING RETAINING WALL NO PARKING UNDERGROUND FIBER OPTIC ELECTRIC METER TREE LINE DECIDUOUS TREE GUY WIRE 9 SCHEDULE B II ITEM ELECTRIC TRANSFORMER HAND HOLE FOUND 1/2 INCH OPEN IRON MONUMENT UNLESS SHOWN OTHERWISE CABLE TV PEDESTAL UTILITY PEDESTAL MAILBOX ELM CATULPA BASSWOOD BOXELDER HACKBERRY LOCUST OAK COTTONWOOD TREE (GENERAL) ELECTRIC OUTLET CURB STOP FLARED END SECTION WETLAND FLAG FOUND ALUMINUM DISC MAPPED SANITARY SEWER MAPPED WATERMAIN WATER LINE WETLAND AS DELINEATED BY CARLSON MCCAIN ON OCTOBER 19, 2021 688934 3506 5 STC 3 0 R C P 945.1535068 STC 1 2 R C P 944.0 3 40163 UPD.C COMM 952.21 40165 UPD.C 952.10 N SCALE IN FEET 0 50 100 NORTH KEY PLAN DRAWING NUMBER DRAWING TITLE CLIENT 4201 cedar avenue so. - minneapolis, MN 55407 tel. (612) 904-1332 - fax (612) 904-7366 NOT F O R C O N S T R U C TI O N PROJECT NUMBER 21602.0A REVISION DATE DESCRIPTION BY 1891 Arboretum Boulevard Chanhassen, MN 55317 Xcel Energy Service Center Chanhassen Title: Zachary B. Moen - PE Registration Number: 58688 Date: XX/XX/XXXX By: Title: Professional Engineer I hereby certify that this drawing was prepared by me or under my direct supervision and that I am a duly licensed Professional Engineer under the laws of the State of Minnesota. LOUCKS PROJECT NO. 21602 10/25/2022 WATERSHED SUBMITTAL 11/16/2022 TEP SUBMITTAL 11/16/2022 SCHEMATIC DESIGN PACKAGE 12/05/2022 SD PACKAGE ADDENDUM 01/12/2023 CITY SUBMISSION C1.1 SITE DEMOLITION PLAN OVERALL NOTE: EXISTING CONDITIONS INFORMATION SHOWN IS FROM AN ALTA/NSPS LAND TITLE SURVEY PREPARED BY LOUCKS, DATED 03/24/2022. Gopher State One Call WARNING: THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND / OR RELOCATION OF LINES. THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. ASH LEGEND CATCH BASIN STORM SEWER SANITARY SEWER STORM MANHOLE SANITARY MANHOLE HYDRANT GATE VALVE SET 1/2 INCH X 14 INCH IRON MONUMENT, MARKED "LS 48988" SPOT ELEVATION SIGN LIGHT POLE POWER POLE CONTOUR CONCRETE CURB UNDERGROUND ELECTRIC CONCRETE TELEPHONE PEDESTAL UNDERGROUND TELEPHONE UNDERGROUND GAS OVERHEAD UTILITY EXISTING BUILDING RETAINING WALL NO PARKING UNDERGROUND FIBER OPTIC ELECTRIC METER TREE LINE DECIDUOUS TREE GUY WIRE 9 SCHEDULE B II ITEM ELECTRIC TRANSFORMER HAND HOLE FOUND 1/2 INCH OPEN IRON MONUMENT UNLESS SHOWN OTHERWISE CABLE TV PEDESTAL UTILITY PEDESTAL MAILBOX ELM CATULPA BASSWOOD BOXELDER HACKBERRY LOCUST OAK COTTONWOOD TREE (GENERAL) ELECTRIC OUTLET CURB STOP FLARED END SECTION WETLAND FLAG FOUND ALUMINUM DISC MAPPED SANITARY SEWER MAPPED WATERMAIN WATER LINE WETLAND AS DELINEATED BY CARLSON MCCAIN ON OCTOBER 19, 2021 1.CONTRACTOR SHALL REMOVE AND/OR RELOCATE EXISTING PRIVATE UTILITIES AS NECESSARY. CONTRACTOR TO COORDINATE ACTIVITIES WITH UTILITY COMPANIES & OWNER. 2.CLEAR AND GRUB AND REMOVE ALL TREES NOTED FOR REMOVAL, VEGETATION AND SITE DEBRIS WITHIN CONSTRUCTION LIMITS PRIOR TO GRADING. STRIP TOP SOIL AND STOCKPILE ON-SITE. ALL REMOVED MATERIAL SHALL BE HAULED FROM THE SITE DAILY. ALL CLEARING AND GRUBBING AND REMOVALS SHALL BE PERFORMED PER THE CONTRACT SPECIFICATIONS. EROSION CONTROL MEASURES SHALL BE IMMEDIATELY ESTABLISHED UPON REMOVAL. SEE THE STORMWATER POLLUTION PREVENTION PLAN (SWPPP). 3.CONTRACTOR SHALL PROTECT SURFACE AND SUBSURFACE FEATURES NOT NOTED FOR REMOVAL. CONTRACTOR TO NOTIFY ENGINEER WITH ANY CONFLICTS OR PLAN DISCREPANCIES. 4.CONTRACTOR TO SCHEDULE PRE-CONSTRUCTION MEETING(S) WITH UTILITY OWNER(S) TO DISCUSS DISCONNECTIONS AND/OR RELOCATIONS. 5.REFER TO TREE INVENTORY, TREE PRESERVATION, AND TREE REPLACEMENT PLAN FOR REMOVAL AND REPLACEMENT OF ON SITE TREES. 6.CONTRACTOR TO VERIFY LOCATION OF SEPTIC FIELD(S) & WELL(S) ON SITE. COORDINATE REMOVALS AND/OR ABANDONMENT WITH THE APPLICABLE GOVERNING AGENCIES. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING APPLICABLE PERMITS. WELLS ON THE PROPERTY SHALL BE SEALED BY A MINNESOTA DEPARTMENT OF HEALTH (MDH) LICENSED CONTRACTOR. 7.BITUMINOUS PAVEMENT REMOVALS ARE TO BE MADE TO A VERTICAL SAW CUT OR TO A NEAT MILLED EDGE. 8.CONCRETE PAVEMENT, SIDEWALK, CURB & GUTTER AND OTHER POURED CONCRETE ITEMS ARE TO BE REMOVED TO AN EXISTING EXPANSION OR CONTRACTION JOINT. SAW CUT AS NECESSARY FOR A NEAT EDGE OF REMOVAL. 9.ANY DAMAGE TO ITEMS NOT NOTED TO BE REMOVED SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL BE REPAIRED OR REPLACED TO ORIGINAL CONDITION WITH NO ADDITIONAL COMPENSATION. 10.CONTRACTOR SHALL COORDINATE ALL WORK WITHIN THE PUBLIC RIGHT OF WAY WITH THE APPLICABLE GOVERNING AGENCIES. ALL WORK SHALL BE PERFORMED PER THE REQUIREMENTS OF THE APPLICABLE GOVERNING AGENCIES. 11.CONTRACTOR TO COORDINATE ALL WORK WITHIN THE ADJACENT PROPERTIES WITH THE OWNER AND ADJACENT PROPERTY OWNER. 12.CONTRACTOR TO COORDINATE DEMOLITION PHASING WITH ALL DISCIPLINES INCLUDING BUT NOT LIMITED TO ARCHITECTURAL, STRUCTURAL, ELECTRICAL, MECHANICAL, & OWNER. 13.REFER TO THE GEOTECHNICAL REPORT PREPARED BY BRAUN INTERTEC FOR INFORMATION INCLUDING BUT NOT LIMITED TO GROUNDWATER CONDITIONS AND RECOMMENDATIONS FOR EXCAVATION DEWATERING. 14.THE CONTRACTOR SHALL COORDINATE WITH THE OWNER FOR ANY REPAIRS TO THE IRRIGATION SYSTEM THAT IS AFFECTED DURING CONSTRUCTION. SITE DEMOLITION NOTES REMOVE EXISTING CURB & GUTTER, RETAINING WALLS, FENCE, ETC. REMOVE EXISTING MANHOLES, POWER POLES, LIGHT POLES, BOLLARDS, PARKING METERS, SIGNS, ETC. REMOVE EXISTING CONCRETE PAVING, SIDEWALKS, ETC. REMOVE EXISTING TREES REMOVE EXISTING UTILITIES REMOVE EXISTING BITUMINOUS PAVING REMOVE EXISTING TREES/WOODS TREE PROTECTION FENCE DEMOLITION LEGEND 689935 3506 5 STC 3 0 R C P 945.1 5 3506 8 STC 1 2 R C P 944.0 3 REMOVE EXISTING TREES-TYP REMOVE EXISTING TREES-TYP REMOVE EXISTING TREES-TYP PROTECT EXISTING TREES REMOVE EXISTING TREES-TYP PROTECT EXISTING TREES-TYP PROTECT EXISTING TREES DURING CONSTRUCTION INSTALL TREE PROTECTION FENCE TYP-SEE DETAIL PROTECT EXISTING TREES DURING CONSTRUCTION INSTALL TREE PROTECTION FENCE TYP-SEE DETAIL REMOVE EXISTING TREES-TYP N SCALE IN FEET 0 30 60 NORTH KEY PLAN DRAWING NUMBER DRAWING TITLE CLIENT 4201 cedar avenue so. - minneapolis, MN 55407 tel. (612) 904-1332 - fax (612) 904-7366 NOT F O R C O N S T R U C TI O N PROJECT NUMBER 21602.0A REVISION DATE DESCRIPTION BY 1891 Arboretum Boulevard Chanhassen, MN 55317 Xcel Energy Service Center Chanhassen Title: Zachary B. Moen - PE Registration Number: 58688 Date: XX/XX/XXXX By: Title: Professional Engineer I hereby certify that this drawing was prepared by me or under my direct supervision and that I am a duly licensed Professional Engineer under the laws of the State of Minnesota. LOUCKS PROJECT NO. 21602 10/25/2022 WATERSHED SUBMITTAL 11/16/2022 TEP SUBMITTAL 11/16/2022 SCHEMATIC DESIGN PACKAGE 12/05/2022 SD PACKAGE ADDENDUM 01/12/2023 CITY SUBMISSION C1.2 SITE DEMOLITION PLAN NORTH NOTE: EXISTING CONDITIONS INFORMATION SHOWN IS FROM AN ALTA/NSPS LAND TITLE SURVEY PREPARED BY LOUCKS, DATED 03/24/2022. Gopher State One Call WARNING: THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND / OR RELOCATION OF LINES. THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. ASH LEGEND CATCH BASIN STORM SEWER SANITARY SEWER STORM MANHOLE SANITARY MANHOLE HYDRANT GATE VALVE SET 1/2 INCH X 14 INCH IRON MONUMENT, MARKED "LS 48988" SPOT ELEVATION SIGN LIGHT POLE POWER POLE CONTOUR CONCRETE CURB UNDERGROUND ELECTRIC CONCRETE TELEPHONE PEDESTAL UNDERGROUND TELEPHONE UNDERGROUND GAS OVERHEAD UTILITY EXISTING BUILDING RETAINING WALL NO PARKING UNDERGROUND FIBER OPTIC ELECTRIC METER TREE LINE DECIDUOUS TREE GUY WIRE 9 SCHEDULE B II ITEM ELECTRIC TRANSFORMER HAND HOLE FOUND 1/2 INCH OPEN IRON MONUMENT UNLESS SHOWN OTHERWISE CABLE TV PEDESTAL UTILITY PEDESTAL MAILBOX ELM CATULPA BASSWOOD BOXELDER HACKBERRY LOCUST OAK COTTONWOOD TREE (GENERAL) ELECTRIC OUTLET CURB STOP FLARED END SECTION WETLAND FLAG FOUND ALUMINUM DISC MAPPED SANITARY SEWER MAPPED WATERMAIN WATER LINE WETLAND AS DELINEATED BY CARLSON MCCAIN ON OCTOBER 19, 2021 1.CONTRACTOR SHALL REMOVE AND/OR RELOCATE EXISTING PRIVATE UTILITIES AS NECESSARY. CONTRACTOR TO COORDINATE ACTIVITIES WITH UTILITY COMPANIES & OWNER. 2.CLEAR AND GRUB AND REMOVE ALL TREES NOTED FOR REMOVAL, VEGETATION AND SITE DEBRIS WITHIN CONSTRUCTION LIMITS PRIOR TO GRADING. STRIP TOP SOIL AND STOCKPILE ON-SITE. ALL REMOVED MATERIAL SHALL BE HAULED FROM THE SITE DAILY. ALL CLEARING AND GRUBBING AND REMOVALS SHALL BE PERFORMED PER THE CONTRACT SPECIFICATIONS. EROSION CONTROL MEASURES SHALL BE IMMEDIATELY ESTABLISHED UPON REMOVAL. SEE THE STORMWATER POLLUTION PREVENTION PLAN (SWPPP). 3.CONTRACTOR SHALL PROTECT SURFACE AND SUBSURFACE FEATURES NOT NOTED FOR REMOVAL. CONTRACTOR TO NOTIFY ENGINEER WITH ANY CONFLICTS OR PLAN DISCREPANCIES. 4.CONTRACTOR TO SCHEDULE PRE-CONSTRUCTION MEETING(S) WITH UTILITY OWNER(S) TO DISCUSS DISCONNECTIONS AND/OR RELOCATIONS. 5.REFER TO TREE INVENTORY, TREE PRESERVATION, AND TREE REPLACEMENT PLAN FOR REMOVAL AND REPLACEMENT OF ON SITE TREES. 6.CONTRACTOR TO VERIFY LOCATION OF SEPTIC FIELD(S) & WELL(S) ON SITE. COORDINATE REMOVALS AND/OR ABANDONMENT WITH THE APPLICABLE GOVERNING AGENCIES. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING APPLICABLE PERMITS. WELLS ON THE PROPERTY SHALL BE SEALED BY A MINNESOTA DEPARTMENT OF HEALTH (MDH) LICENSED CONTRACTOR. 7.BITUMINOUS PAVEMENT REMOVALS ARE TO BE MADE TO A VERTICAL SAW CUT OR TO A NEAT MILLED EDGE. 8.CONCRETE PAVEMENT, SIDEWALK, CURB & GUTTER AND OTHER POURED CONCRETE ITEMS ARE TO BE REMOVED TO AN EXISTING EXPANSION OR CONTRACTION JOINT. SAW CUT AS NECESSARY FOR A NEAT EDGE OF REMOVAL. 9.ANY DAMAGE TO ITEMS NOT NOTED TO BE REMOVED SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL BE REPAIRED OR REPLACED TO ORIGINAL CONDITION WITH NO ADDITIONAL COMPENSATION. 10.CONTRACTOR SHALL COORDINATE ALL WORK WITHIN THE PUBLIC RIGHT OF WAY WITH THE APPLICABLE GOVERNING AGENCIES. ALL WORK SHALL BE PERFORMED PER THE REQUIREMENTS OF THE APPLICABLE GOVERNING AGENCIES. 11.CONTRACTOR TO COORDINATE ALL WORK WITHIN THE ADJACENT PROPERTIES WITH THE OWNER AND ADJACENT PROPERTY OWNER. 12.CONTRACTOR TO COORDINATE DEMOLITION PHASING WITH ALL DISCIPLINES INCLUDING BUT NOT LIMITED TO ARCHITECTURAL, STRUCTURAL, ELECTRICAL, MECHANICAL, & OWNER. 13.REFER TO THE GEOTECHNICAL REPORT PREPARED BY BRAUN INTERTEC FOR INFORMATION INCLUDING BUT NOT LIMITED TO GROUNDWATER CONDITIONS AND RECOMMENDATIONS FOR EXCAVATION DEWATERING. 14.THE CONTRACTOR SHALL COORDINATE WITH THE OWNER FOR ANY REPAIRS TO THE IRRIGATION SYSTEM THAT IS AFFECTED DURING CONSTRUCTION. SITE DEMOLITION NOTES REMOVE EXISTING CURB & GUTTER, RETAINING WALLS, FENCE, ETC. REMOVE EXISTING MANHOLES, POWER POLES, LIGHT POLES, BOLLARDS, PARKING METERS, SIGNS, ETC. REMOVE EXISTING CONCRETE PAVING, SIDEWALKS, ETC. REMOVE EXISTING TREES REMOVE EXISTING UTILITIES REMOVE EXISTING BITUMINOUS PAVING REMOVE EXISTING TREES/WOODS TREE PROTECTION FENCE DEMOLITION LEGEND 690936 40163 UPD.C COMM 952.21 40165 UPD.C 952.10 REMOVE EXISTING TREES-TYP REMOVE EXISTING TREES-TYP REMOVE EXISTING TREES-TYP REMOVE EXISTING BITUMINOUS PAVEMENT-TYP REMOVE EXISTING BITUMINOUS PAVEMENT-TYP REMOVE EXISTING CURB & GUTTER-TYP REMOVE EXISTING CONCRETE SIDEWALK-TYP REMOVE EXISTING CONCRETE SIDEWALK-TYP REMOVE EXISTING CURB & GUTTER-TYP REMOVE EXISTING TREES-TYP REMOVE EXISTING TREES-TYP REMOVE & REPLACE EXISTING CONCRETE SIDEWALK AS NEEDED FOR UTILITY CONSTRUCTION REFER TO UTILITY PLANS REMOVE EXISTING SANITARY SEWER SERVICE STUB TO MAIN AND BULKHEAD EXISTING STRUCTURE PER CITY REQUIREMENTS PROTECT EXISTING TREES-TYP PROTECT EXISTING UTILITIES-TYP REMOVE EXISTING TREES-TYP PROTECT EXISTING BITUMINOUS TRAIL PROTECT EXISTING TREES DURING CONSTRUCTION INSTALL TREE PROTECTION FENCE TYP-SEE DETAIL N SCALE IN FEET 0 30 60 NORTH KEY PLAN DRAWING NUMBER DRAWING TITLE CLIENT 4201 cedar avenue so. - minneapolis, MN 55407 tel. (612) 904-1332 - fax (612) 904-7366 NOT F O R C O N S T R U C TI O N PROJECT NUMBER 21602.0A REVISION DATE DESCRIPTION BY 1891 Arboretum Boulevard Chanhassen, MN 55317 Xcel Energy Service Center Chanhassen Title: Zachary B. Moen - PE Registration Number: 58688 Date: XX/XX/XXXX By: Title: Professional Engineer I hereby certify that this drawing was prepared by me or under my direct supervision and that I am a duly licensed Professional Engineer under the laws of the State of Minnesota. LOUCKS PROJECT NO. 21602 10/25/2022 WATERSHED SUBMITTAL 11/16/2022 TEP SUBMITTAL 11/16/2022 SCHEMATIC DESIGN PACKAGE 12/05/2022 SD PACKAGE ADDENDUM 01/12/2023 CITY SUBMISSION C1.3 SITE DEMOLITION PLAN SOUTH NOTE: EXISTING CONDITIONS INFORMATION SHOWN IS FROM AN ALTA/NSPS LAND TITLE SURVEY PREPARED BY LOUCKS, DATED 03/24/2022. Gopher State One Call WARNING: THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND / OR RELOCATION OF LINES. THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. ASH LEGEND CATCH BASIN STORM SEWER SANITARY SEWER STORM MANHOLE SANITARY MANHOLE HYDRANT GATE VALVE SET 1/2 INCH X 14 INCH IRON MONUMENT, MARKED "LS 48988" SPOT ELEVATION SIGN LIGHT POLE POWER POLE CONTOUR CONCRETE CURB UNDERGROUND ELECTRIC CONCRETE TELEPHONE PEDESTAL UNDERGROUND TELEPHONE UNDERGROUND GAS OVERHEAD UTILITY EXISTING BUILDING RETAINING WALL NO PARKING UNDERGROUND FIBER OPTIC ELECTRIC METER TREE LINE DECIDUOUS TREE GUY WIRE 9 SCHEDULE B II ITEM ELECTRIC TRANSFORMER HAND HOLE FOUND 1/2 INCH OPEN IRON MONUMENT UNLESS SHOWN OTHERWISE CABLE TV PEDESTAL UTILITY PEDESTAL MAILBOX ELM CATULPA BASSWOOD BOXELDER HACKBERRY LOCUST OAK COTTONWOOD TREE (GENERAL) ELECTRIC OUTLET CURB STOP FLARED END SECTION WETLAND FLAG FOUND ALUMINUM DISC MAPPED SANITARY SEWER MAPPED WATERMAIN WATER LINE WETLAND AS DELINEATED BY CARLSON MCCAIN ON OCTOBER 19, 2021 1.CONTRACTOR SHALL REMOVE AND/OR RELOCATE EXISTING PRIVATE UTILITIES AS NECESSARY. CONTRACTOR TO COORDINATE ACTIVITIES WITH UTILITY COMPANIES & OWNER. 2.CLEAR AND GRUB AND REMOVE ALL TREES NOTED FOR REMOVAL, VEGETATION AND SITE DEBRIS WITHIN CONSTRUCTION LIMITS PRIOR TO GRADING. STRIP TOP SOIL AND STOCKPILE ON-SITE. ALL REMOVED MATERIAL SHALL BE HAULED FROM THE SITE DAILY. ALL CLEARING AND GRUBBING AND REMOVALS SHALL BE PERFORMED PER THE CONTRACT SPECIFICATIONS. EROSION CONTROL MEASURES SHALL BE IMMEDIATELY ESTABLISHED UPON REMOVAL. SEE THE STORMWATER POLLUTION PREVENTION PLAN (SWPPP). 3.CONTRACTOR SHALL PROTECT SURFACE AND SUBSURFACE FEATURES NOT NOTED FOR REMOVAL. CONTRACTOR TO NOTIFY ENGINEER WITH ANY CONFLICTS OR PLAN DISCREPANCIES. 4.CONTRACTOR TO SCHEDULE PRE-CONSTRUCTION MEETING(S) WITH UTILITY OWNER(S) TO DISCUSS DISCONNECTIONS AND/OR RELOCATIONS. 5.REFER TO TREE INVENTORY, TREE PRESERVATION, AND TREE REPLACEMENT PLAN FOR REMOVAL AND REPLACEMENT OF ON SITE TREES. 6.CONTRACTOR TO VERIFY LOCATION OF SEPTIC FIELD(S) & WELL(S) ON SITE. COORDINATE REMOVALS AND/OR ABANDONMENT WITH THE APPLICABLE GOVERNING AGENCIES. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING APPLICABLE PERMITS. WELLS ON THE PROPERTY SHALL BE SEALED BY A MINNESOTA DEPARTMENT OF HEALTH (MDH) LICENSED CONTRACTOR. 7.BITUMINOUS PAVEMENT REMOVALS ARE TO BE MADE TO A VERTICAL SAW CUT OR TO A NEAT MILLED EDGE. 8.CONCRETE PAVEMENT, SIDEWALK, CURB & GUTTER AND OTHER POURED CONCRETE ITEMS ARE TO BE REMOVED TO AN EXISTING EXPANSION OR CONTRACTION JOINT. SAW CUT AS NECESSARY FOR A NEAT EDGE OF REMOVAL. 9.ANY DAMAGE TO ITEMS NOT NOTED TO BE REMOVED SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL BE REPAIRED OR REPLACED TO ORIGINAL CONDITION WITH NO ADDITIONAL COMPENSATION. 10.CONTRACTOR SHALL COORDINATE ALL WORK WITHIN THE PUBLIC RIGHT OF WAY WITH THE APPLICABLE GOVERNING AGENCIES. ALL WORK SHALL BE PERFORMED PER THE REQUIREMENTS OF THE APPLICABLE GOVERNING AGENCIES. 11.CONTRACTOR TO COORDINATE ALL WORK WITHIN THE ADJACENT PROPERTIES WITH THE OWNER AND ADJACENT PROPERTY OWNER. 12.CONTRACTOR TO COORDINATE DEMOLITION PHASING WITH ALL DISCIPLINES INCLUDING BUT NOT LIMITED TO ARCHITECTURAL, STRUCTURAL, ELECTRICAL, MECHANICAL, & OWNER. 13.REFER TO THE GEOTECHNICAL REPORT PREPARED BY BRAUN INTERTEC FOR INFORMATION INCLUDING BUT NOT LIMITED TO GROUNDWATER CONDITIONS AND RECOMMENDATIONS FOR EXCAVATION DEWATERING. 14.THE CONTRACTOR SHALL COORDINATE WITH THE OWNER FOR ANY REPAIRS TO THE IRRIGATION SYSTEM THAT IS AFFECTED DURING CONSTRUCTION. SITE DEMOLITION NOTES REMOVE EXISTING CURB & GUTTER, RETAINING WALLS, FENCE, ETC. REMOVE EXISTING MANHOLES, POWER POLES, LIGHT POLES, BOLLARDS, PARKING METERS, SIGNS, ETC. REMOVE EXISTING CONCRETE PAVING, SIDEWALKS, ETC. REMOVE EXISTING TREES REMOVE EXISTING UTILITIES REMOVE EXISTING BITUMINOUS PAVING REMOVE EXISTING TREES/WOODS TREE PROTECTION FENCE DEMOLITION LEGEND 691937 40163 UPD.C COMM 952.21 40165 UPD.C 952.10 45219 FNB B 948.62 NOPARKINGNO PARKING NO PARKING PROPOSED BUILDING LOWER LEVEL=952.50 LEVEL 1=974.50 PROPOSED BUILDING FFE=952.50 COLD STORAGE BUILDING FFE=952.50 COLD STORAGE BUILDING FFE=952.50 COLD STORAGE BUILDING FFE=952.50 N SCALE IN FEET 0 50 100 NORTH KEY PLAN DRAWING NUMBER DRAWING TITLE CLIENT 4201 cedar avenue so. - minneapolis, MN 55407 tel. (612) 904-1332 - fax (612) 904-7366 NOT F O R C O N S T R U C TI O N PROJECT NUMBER 21602.0A REVISION DATE DESCRIPTION BY 1891 Arboretum Boulevard Chanhassen, MN 55317 Xcel Energy Service Center Chanhassen Title: Zachary B. Moen - PE Registration Number: 58688 Date: XX/XX/XXXX By: Title: Professional Engineer I hereby certify that this drawing was prepared by me or under my direct supervision and that I am a duly licensed Professional Engineer under the laws of the State of Minnesota. LOUCKS PROJECT NO. 21602 10/25/2022 WATERSHED SUBMITTAL 11/16/2022 TEP SUBMITTAL 11/16/2022 SCHEMATIC DESIGN PACKAGE 12/05/2022 SD PACKAGE ADDENDUM 01/12/2023 CITY SUBMISSION C2.0 SITE PLAN OVERALL NOTE: EXISTING CONDITIONS INFORMATION SHOWN IS FROM AN ALTA/NSPS LAND TITLE SURVEY PREPARED BY LOUCKS, DATED 03/24/2022. PARKING STALL COUNT ACCESSIBLE PARKING STALL 2 LEGEND CATCH BASIN STORM SEWER SANITARY SEWER WATERMAIN STORM MANHOLE SANITARY MANHOLE HYDRANT GATE VALVE SPOT ELEVATION SIGN LIGHT POLE POWER POLE WATER MANHOLE / WELL CONTOUR CONCRETE CURB UNDERGROUND ELECTRIC CONCRETE TELEPHONE PEDESTAL UNDERGROUND TELEPHONE UNDERGROUND GAS OVERHEAD UTILITY CHAIN LINK FENCE BUILDING RETAINING WALL NO PARKING UNDERGROUND FIBER OPTIC SANITARY SEWER SERVICE WATER SERVICE ELECTRIC METER GAS METER TREE LINE EXISTING PROPOSED 972 DRAINTILE FORCEMAIN 373PARKING SETBACK LINE BUILDING SETBACK LINE 2 FENCE FLARED END SECTION POST INDICATOR VALVE BENCHMARK SOIL BORING 3DIRECTION OF FLOW 1.0% 972.5 Gopher State One Call WARNING: THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND / OR RELOCATION OF LINES. THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. NOTE: SEE PAVEMENT SECTIONS ON SHEET C8.1 OR C8.4 FOR TYPE AND DEPTH INFORMATION. LIGHT DUTY BITUMINOUS PAVEMENT CONCRETE SIDEWALK HEAVY DUTY BITUMINOUS PAVEMENT CONCRETE PAVEMENT PAVEMENT TYPES GRAVEL AREA NOTE: SEE CURB & GUTTER DETAILS ON SHEET C8.4 CURB TYPES B612 CURB & GUTTER (STANDARD) B612 CURB & GUTTER (TIP OUT) FLAT CURB & GUTTER (STANDARD) FLAT CURB & GUTTER (TIP OUT) SURMOUNTABLE CURB & GUTTER STANDARD) SURMOUNTABLE CURB & GUTTER TIP OUT) BUILDING INFORMATION MAIN BUILDING CREW AREA: 9,440 SF WAREHOUSE:12,480 SF VEHICLE STORAGE:39,844 SF MAIN OFFICE:10,866 SF MECHANICAL: 7,363 SF TOTAL AREA:79,993 SF BUILDING HEIGHT: OFFICE/WAREHOUSE (2-STORY):21'-6" VEHICLE STORAGE (1-STORY):31'-6" FLEET MAINTENANCE BUILDING FLEET MAINTENANCE:17,580 SF MEZZANINE STANDARD: 3,108 SF MEZZANINE HIGH: 4,012 SF TOTAL AREA:24,700 SF BUILDING HEIGHT: STANDARD BAY (1-STORY):36'-0" HIGH BAY (1-STORY):61'-0" PROJECTED TOTAL NUMBER OF EMPLOYEES:68 1.ALL PAVING, CONCRETE CURB, GUTTER AND SIDEWALK SHALL BE FURNISHED AND INSTALLED IN ACCORDANCE WITH THE DETAILS SHOWN PER THE DETAIL SHEET(S) AND APPLICABLE GOVERNING AGENCY REQUIREMENTS. 2.ACCESSIBLE PARKING AND ACCESSIBLE ROUTES SHALL BE PROVIDED PER CURRENT ADA STANDARDS AND APPLICABLE GOVERNING AGENCY REQUIREMENTS. 3.ALL CURB DIMENSIONS SHOWN ARE TO THE FACE OF CURB UNLESS OTHERWISE NOTED. 4.ALL BUILDING DIMENSIONS ARE TO THE OUTSIDE FACE OF WALL UNLESS OTHERWISE NOTED. 5.BITUMINOUS IMPREGNATED FIBER BOARD TO BE PLACED AT FULL DEPTH OF CONCRETE ADJACENT TO EXISTING STRUCTURES AND BEHIND CURB ADJACENT TO DRIVEWAYS AND SIDEWALKS. 6.SEE SITE ELECTRICAL PLAN FOR SITE LIGHTING. 7.REFER TO THE GEOTECHNICAL REPORT PREPARED BY BRAUN INTERTEC FOR AN EXISTING SUBSURFACE SITE CONDITION ANALYSIS AND CONSTRUCTION RECOMMENDATIONS INCLUDING BUT NOT LIMITED TO PAVEMENTS AND EXTERIOR SLABS. SITE NOTES CURRENT ZONING: A2 (AGRICULTURAL ESTATE DISTRICT) PROPOSED ZONING: PUD (PLANNED UNIT DEVELOPMENT) PROPERTY AREA (GROSS): 23.56 AC (1,026,095 SF) RIGHT OF WAY AREA: 1.82 AC BUILDABLE PROPERTY AREA (NET): 21.74 AC PROPOSED BUILDING AREA: 2.420 AC (11.1%)* PROPOSED IMPERVIOUS PARKING AREA: 1.082 AC (5.0%)* PROPOSED REMAINING SITE IMPERVIOUS AREA:5.913 AC (27.2%)* PROPOSED TOTAL IMPERVIOUS AREA: 9.415 AC (43.3%)* DISTURBED AREA: 17.200 AC EXISTING IMPERVIOUS AREA: 0.000 AC* PROPOSED IMPERVIOUS AREA: 9.415 AC* BASED ON NET BUILDABLE PROPERTY AREA ONLY SITE DATA YARD (BUILDING) SETBACKS: FRONT 30 FT MINIMUM SIDE 10 FT MINIMUM REAR 10 FT MINIMUM HWY 5 CORRIDOR OVERLAY DISTRICT: BUILDING SETBACK 70 FT MINIMUM 150 FT MAXIMUM OFF-STREET PARKING SETBACKS: FRONT 25 FT MINIMUM SIDE 25 FT MINIMUM REAR 25 FT MINIMUM MINIMUM PARKING LAYOUT DIMENSIONS (90 DEGREE PATTERN): PARKING SPACE WIDTH = 9 FT PARKING SPACE LENGTH = 18 FT DRIVE LANE WIDTH = 26 FT TOTAL PARKING PROVIDED = 120 STALLS PROPOSED ACCESSIBLE PARKING:6 STALLS REQUIRED ACCESSIBLE PARKING:6 STALLS** REQUIRED MINIMUM NUMBER OF ACCESSIBLE SPACES FOR 151 TO 200 STALLS DEVELOPMENT AND DESIGN STANDARDS OFF-STREET PARKING CALCULATIONS ACCESSIBLE PARKING 1.CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SITE SIGNAGE AND STRIPING AS SHOWN ON THIS PLAN. 2.CONTRACTOR SHALL PAINT ALL ACCESSIBLE STALLS, LOGOS AND CROSS HATCH LOADING AISLES WITH WHITE OR YELLOW PAVEMENT MARKING PAINT, 4" IN WIDTH. 3.CONTRACTOR SHALL PAINT ANY/ALL DIRECTIONAL TRAFFIC ARROWS, AS SHOWN, IN WHITE OR YELLOW PAINT. 4.ALL SIGNAGE SHALL INCLUDE POST, CONCRETE FOOTING AND STEEL CASING WHERE REQUIRED. 5.ALL SIGNAGE NOT PROTECTED BY CURB, LOCATED IN PARKING LOT OR OTHER PAVED AREAS TO BE PLACED IN STEEL CASING, FILLED WITH CONCRETE AND PAINTED YELLOW. REFER TO DETAIL(S). 6.ANY/ALL STOP SIGNS TO INCLUDE A 24" WIDE PAINTED STOP BAR IN WHITE PAINT, PLACED AT THE STOP SIGN LOCATION, A MINIMUM OF 4' FROM CROSSWALK IF APPLICABLE. ALL STOP BARS SHALL EXTEND FROM DIRECTIONAL TRANSITION BETWEEN LANES TO CURB. 7.ALL SIGNS TO BE PLACED 18" BEHIND BACK OF CURB UNLESS OTHERWISE NOTED. SIGNAGE AND STRIPING NOTES NE WETLAND 40' WETLAND BUFFER AREA REQUIRED = 20,685 SF 40' AVERAGE WETLAND BUFFER AREA PROVIDED = 29,390 SF WEST CREEK 50' CREEK BUFFER AREA REQUIRED = 82,390 SF 50' AVERAGE CREEK BUFFER AREA PROVIDED = 82,670 SF WETLAND BUFFER DATA 692938 NOPARKINGNO PARKING NO PARKING PROPOSED BUILDING LOWER LEVEL=952.50 LEVEL 1=974.50 COLD STORAGE BUILDING FFE=952.50 25' PARKING SETBACK 10' BUILDING SETBACK 25' PARKING SETBACK 10' BUILDING SETBACK 70' MINIMUM BUILDING SETBACK 5'R 20'R 15'R15'R 10'R 15'R 15'R 10'R 5'R 5'R 5'R 5'R 10'R 10'R 5'R 5'R 5'R 5'R 15'R 15'R 5'R 5'R 5'R 5'R5'R 5'R 5'R 10'R 10'R 10'R 18.0'26.0'36.0'26.0'18.0' 6.7' 13.3' 3.5' 6.5' 61.0' 9.0' TYP 9.0' TYP 9.0' TYP9.0'TYP9.0'TYP9.0' TYP18.0' 26.0' 36.0' 26. 0'18. 0' 18.0'26.0'19.0' 8.7' 8.7' 35.7'18.0' 26.0' 19.0' 6.7' 11.3' 9.0' TYP 9. 0' TYP 18. 0' 26. 0' 19. 0' 6.3' 26.0' 17.5' 83.2' 5.2'30. 0'53. 2'10.7' 2.0' 6.0' 9.0' TYP10.0' 25.0' 70.0' 10.0'25. 0'7 5 12 13 9 6 10 10 24.2' 40' AVERAGE BUFFER AREA 20' MINIMUM BUFFER AREA 5-WETLAND BUFFER LOCATION SIGNS TYP-SEE DETAIL 20. 0'50' AVERAGE BUFFER AREA 30' MINIMUM BUFFER AREA 30.0'17- WETLAND BUFFER LOCATION SIGNS TYP-SEE DETAIL 50' AVERAGE BUFFER AREA 30' MINIMUM BUFFER AREA SURMOUNTABLE CURB & GUTTER TYP-SEE DETAIL HEAVY DUTY BITUMINOUS PAVEMENT TYP-SEE DETAIL LARGE BLOCK RETAINING WALL TYP- SEE DETAIL HEAVY DUTY BITUMINOUS PAVEMENT TYP-SEE DETAIL LIGHT DUTY BITUMINOUS PAVEMENT TYP-SEE DETAIL LIGHT DUTY BITUMINOUS PAVEMENT TYP-SEE DETAIL 2) ADA PARKING SIGN/ BOLLARD COMBO TYP-SEE DETAIL TYPICAL ADA PARKING STALLS TYP- SEE DETAIL 4) ADA PARKING SIGN/BOLLARD COMBO TYP-SEE DETAIL TYPICAL ADA PARKING STALLS TYP- SEE DETAIL LARGE BLOCK RETAINING WALL WITH RAILING TYP- SEE DETAIL 3.0' CONCRETE APRON COORDINATE W/ STRUCTURAL 20.0'32) CONCRETE BOLLARD TYP-SEE DETAIL 30. 0'SECURITY FENCE SEE LANDSCAPE PLANS CONCRETE PAVEMENT TYP-SEE DETAIL B612 CURB & GUTTER TYP- SEE DETAIL 20.0'CONCRETE APRON COORDINATE W/ STRUCTURAL 32) CONCRETE BOLLARD TYP- SEE DETAIL SECURITY FENCE SEE LANDSCAPE PLANS SECURITY ACCESS CARD READER SEE ELECTRICAL PLANS SECURITY GATE SEE ARCHITECTURAL PLANS CONCRETE PAVEMENT TYP- SEE DETAIL 5. 0' CONCRETE SIDEWALK TYP-SEE DETAIL CONCRETE SIDEWALK TYP- SEE DETAIL B612 CURB GUTTER TYP- SEE DETAIL SECURITY GATE TYP-SEE DETAIL COORDINATE W/ OWNER &ELECTRICAL FOR CARD READER B612 CURB & GUTTER TYP- SEE DETAIL 150' MAXIMUM BUILDINGSETBACK 150.0' APPROXIMATE PROPOSED TREE LIMITS APPROXIMATE PROPOSED TREE LIMITS NORTH POND SEE GRADING PLANS CURB TRANSITION 12-6" RISERS W/HANDRAIL SEE DETAIL LARGE BLOCK RETAINING WALL WITH RAILING TYP-SEE DETAIL HEAVY DUTY BITUMINOUS PAVEMENT TYP-SEE DETAIL SNOW STORAGE AREA SNOW STORAGE AREA25.0' 25' PARKING SETBACK MODULAR BLOCK RETAINING WALL WITH RAILING TYP- SEE DETAIL 15. 0'5. 0'11.3' 5. 0'1) ELECTRIC VEHICLE CHARGING STATION BASE TYP-SEE DETAIL COORDINATE WITH ELECTRIC PLANS & OWNER 6) FUTURE ELECTRIC VEHICLE CHARGING STATION SIGNS TYP-SEE DETAIL 2) BOLLARDS AROUND ELECTRIC VEHICLE CHARGING STATION TYP-SEE DETAIL COORDINATE WITH ELECTRIC PLANS & OWNER 3) FUTURE ELECTRIC VEHICLE CHARGING STATION BASES TYP-SEE DETAIL COORDINATE WITH ELECTRIC PLANS & OWNER 2) ELECTRIC VEHICLE CHARGING STATION SIGNS TYP- SEE DETAIL 6) BOLLARDS AROUND FUTURE ELECTRIC VEHICLE CHARGING STATION TYP-SEE DETAIL COORDINATE WITH ELECTRIC PLANS & OWNER 4) BIKE RACKS SEE LANDSCAPE PLANS 30.2' 16' DOUBLE SWING GATE SEE LANDSCAPE PLANS 2) CONCRETE BOLLARD TYP-SEE DETAIL 2) CONCRETE BOLLARD TYP-SEE DETAIL 13) CONCRETE BOLLARD VERIFY PLACEMENT W/EQUIPMENT SUPPLIERTYP-SEE DETAIL CONCRETE PAVEMENT PADS FOR ELECTRICAL & MECHANICAL EQUIPMENT COORDINATE W/ EQUIPMENT SUPPLIER, ELECTRICAL,MECHANICAL FOREXACTSIZE, EQUIPMENT LAYOUT, BOLLARD PLACEMENT, PAVEMENT SECTION, AND REINFORCEMENT REQUIREMENTS 35. 1'LIGHT POLE-TYP SEE ELECTRICAL PLANS LIGHT POLE-TYP SEE ELECTRICAL PLANS LIGHT POLE- TYP SEE ELECTRICAL PLANS 10'R 10'R 5' R5'R 5' R 5'R 10' R 10'R 76' R 50'R 150'R 176' R26.0'30' R 15 15 12.0'18. 0' 26. 0' FLAT CURB TYP-SEE DETAIL TAPER TO FLAT CURB TYP- SEE DETAIL TAPER TO FLAT CURB TYP-SEE DETAIL CURB TRANSITION CURB TRANSITION SURMOUNTABLE CURB & GUTTER TYP-SEE DETAIL B612 CURB & GUTTER TYP-SEE DETAIL CURB TRANSITION B612 CURB & GUTTER TYP-SEE DETAIL B612 CURB & GUTTER TYP-SEE DETAIL SURMOUNTABLE CURB & GUTTER TYP-SEE DETAIL CURB TRANSITION SURMOUNTABLE CURB & GUTTER TYP-SEE DETAIL 44 N SCALE IN FEET 0 30 60 NORTH KEY PLAN DRAWING NUMBER DRAWING TITLE CLIENT 4201 cedar avenue so. - minneapolis, MN 55407 tel. (612) 904-1332 - fax (612) 904-7366 NOT F O R C O N S T R U C TI O N PROJECT NUMBER 21602. 0A REVISION DATE DESCRIPTION BY 1891 Arboretum Boulevard Chanhassen, MN 55317 Xcel Energy Service Center Chanhassen Title: Zachary B. Moen - PE Registration Number: 58688 Date: XX/ XX/XXXX By:Title: Professional Engineer I hereby certify that this drawing was prepared by me or under my direct supervision and that I am a duly licensed Professional Engineer under the laws of the State of Minnesota.LOUCKS PROJECT NO. 21602 10/ 25/ 2022 WATERSHED SUBMITTAL 11/ 16/2022 TEP SUBMITTAL 11/ 16/2022 SCHEMATIC DESIGN PACKAGE 12/05/ 2022 SD PACKAGE ADDENDUM 01/ 12/2023 CITY SUBMISSION C2.1 SITE PLAN NORTH NOTE:EXISTING CONDITIONS INFORMATION SHOWN IS FROM AN ALTA/NSPS LAND TITLE SURVEY PREPARED BY LOUCKS, DATED 03/24/ 2022.PARKING STALL COUNT ACCESSIBLE PARKING STALL 2 LEGEND CATCH BASIN STORM SEWER SANITARY SEWER WATERMAIN STORM MANHOLE SANITARY MANHOLE HYDRANT GATE VALVE SPOT ELEVATION SIGN LIGHT POLE POWER POLE WATER MANHOLE / WELL CONTOUR CONCRETE CURB UNDERGROUND ELECTRIC CONCRETE TELEPHONE PEDESTAL UNDERGROUND TELEPHONE UNDERGROUND GAS OVERHEAD UTILITY CHAIN LINK FENCE BUILDING RETAINING WALL NO PARKING UNDERGROUND FIBER OPTIC SANITARY SEWER SERVICE WATER SERVICE ELECTRIC METER GAS METER TREE LINE EXISTING PROPOSED 972 DRAINTILE FORCEMAIN 373PARKING SETBACK LINE BUILDING SETBACK LINE 2 FENCE FLARED END SECTION POST INDICATOR VALVE BENCHMARK SOIL BORING 3DIRECTION OF FLOW 1.0% 972.5 Gopher State One Call WARNING: THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND / OR RELOCATION OF LINES.THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651- 454-0002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER.NOTE:SEE PAVEMENT SECTIONS ON SHEET C8. 1 OR C8. 4 FOR TYPE AND DEPTH INFORMATION. LIGHT DUTY BITUMINOUS PAVEMENT CONCRETE SIDEWALK HEAVY DUTY BITUMINOUS PAVEMENT CONCRETE PAVEMENT PAVEMENT TYPES GRAVEL AREA NOTE:SEE CURB & GUTTER DETAILS ON SHEET C8.4 CURB TYPES B612 CURB & GUTTER ( STANDARD)B612 CURB & GUTTER (TIP OUT) FLAT CURB & GUTTER (STANDARD)FLAT CURB & GUTTER (TIP OUT) SURMOUNTABLE CURB & GUTTER STANDARD)SURMOUNTABLE CURB & GUTTER TIP OUT)BUILDING INFORMATION MAIN BUILDING CREW AREA: 9,440 SF WAREHOUSE:12, 480 SF VEHICLE STORAGE:39,844 SF MAIN OFFICE:10,866 SF MECHANICAL: 7, 363 SF TOTAL AREA:79,993 SF BUILDING HEIGHT:OFFICE/WAREHOUSE (2-STORY):21'-6"VEHICLE STORAGE (1-STORY): 31'-6"FLEET MAINTENANCE BUILDING FLEET MAINTENANCE:17,580 SF MEZZANINE STANDARD: 3, 108 SF MEZZANINE HIGH: 4,012 SF TOTAL AREA:24,700 SF BUILDING HEIGHT:STANDARD BAY (1-STORY):36'-0"HIGH BAY (1-STORY):61'-0"PROJECTED TOTAL NUMBER OF EMPLOYEES:68 1.ALL PAVING, CONCRETE CURB, GUTTER AND SIDEWALK SHALL BE FURNISHED AND INSTALLED IN ACCORDANCE WITH THE DETAILS SHOWN PER THE DETAIL SHEET(S) AND APPLICABLE GOVERNING AGENCY REQUIREMENTS.2. ACCESSIBLE PARKING AND ACCESSIBLE ROUTES SHALL BE PROVIDED PER CURRENT ADA STANDARDS AND APPLICABLE GOVERNING AGENCY REQUIREMENTS.3.ALL CURB DIMENSIONS SHOWN ARE TO THE FACE OF CURB UNLESS OTHERWISE NOTED.4.ALL BUILDING DIMENSIONS ARE TO THE OUTSIDE FACE OF WALL UNLESS OTHERWISE NOTED.5.BITUMINOUS IMPREGNATED FIBER BOARD TO BE PLACED AT FULL DEPTH OF CONCRETE ADJACENT TO EXISTING STRUCTURES AND BEHIND CURB ADJACENT TO DRIVEWAYS AND SIDEWALKS.6.SEE SITE ELECTRICAL PLAN FOR SITE LIGHTING.7.REFER TO THE GEOTECHNICAL REPORT PREPARED BY BRAUN INTERTEC FOR AN EXISTING SUBSURFACE SITE CONDITION ANALYSIS AND CONSTRUCTION RECOMMENDATIONS INCLUDING BUT NOT LIMITED TO PAVEMENTS AND EXTERIOR SLABS.SITE NOTES CURRENT ZONING: A2 (AGRICULTURAL ESTATE DISTRICT)PROPOSED ZONING: PUD (PLANNED UNIT DEVELOPMENT)PROPERTY AREA ( GROSS): 23.56 AC (1, 026,095 SF)RIGHT OF WAY AREA: 1.82 AC BUILDABLE PROPERTY AREA (NET): 21.74 AC PROPOSED BUILDING AREA: 2. 420 AC (11.1%)*PROPOSED IMPERVIOUS PARKING AREA: 1.082 AC (5.0%)*PROPOSED REMAINING SITE IMPERVIOUS AREA:5.913 AC (27.2%)*PROPOSED TOTAL IMPERVIOUS AREA: 9. 415 AC (43.3%)*DISTURBED AREA: 17.200 AC EXISTING IMPERVIOUS AREA: 0.000 AC*PROPOSED IMPERVIOUS AREA: 9.415 AC*BASED ON NET BUILDABLE PROPERTY AREA ONLY SITE DATA 1.CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SITE SIGNAGE AND STRIPING AS SHOWN ON THIS PLAN.2.CONTRACTOR SHALL PAINT ALL ACCESSIBLE STALLS, LOGOS AND CROSS HATCH LOADING AISLES WITH WHITE OR YELLOW PAVEMENT MARKING PAINT, 4" IN WIDTH. 3.CONTRACTOR SHALL PAINT ANY/ALL DIRECTIONAL TRAFFIC ARROWS, AS SHOWN, IN WHITE OR YELLOW PAINT.4.ALL SIGNAGE SHALL INCLUDE POST, CONCRETE FOOTING AND STEEL CASING WHERE REQUIRED.5.ALL SIGNAGE NOT PROTECTED BY CURB, LOCATED IN PARKING LOT OR OTHER PAVED AREAS TO BE PLACED IN STEEL CASING, FILLED WITH CONCRETE AND PAINTED YELLOW. REFER TO DETAIL(S).6.ANY/ ALL STOP SIGNS TO INCLUDE A 24" WIDE PAINTED STOP BAR IN WHITE PAINT, PLACED AT THE STOP SIGN LOCATION, A MINIMUM OF 4' FROM CROSSWALK IF APPLICABLE. ALL STOP BARS SHALL EXTEND FROM DIRECTIONAL TRANSITION BETWEEN LANES TO CURB.7. ALL SIGNS TO BE PLACED 18" BEHIND BACK OF CURB UNLESS OTHERWISE NOTED.SIGNAGE AND STRIPING NOTES NE WETLAND 40' WETLAND BUFFER AREA REQUIRED = 20, 685 SF 40' AVERAGE WETLAND BUFFER AREA PROVIDED = 29,390 SF WEST CREEK 50' CREEK BUFFER AREA REQUIRED = 82, 390 SF 50' AVERAGE CREEK BUFFER AREA PROVIDED = 82,670 SF WETLAND BUFFER DATA YARD (BUILDING) SETBACKS: FRONT 30 FT MINIMUM SIDE 10 FT MINIMUM REAR 10 FT MINIMUM HWY 5 CORRIDOR OVERLAY DISTRICT:BUILDING SETBACK 70 FT MINIMUM 150 FT MAXIMUM OFF-STREET PARKING SETBACKS:FRONT 25 FT MINIMUM SIDE 25 FT MINIMUM REAR 25 FT MINIMUM MINIMUM 40163 UPD.C COMM 952.21 40165 UPD.C 952.10 45219 FNB B 948.62 PROPOSED BUILDING FFE=952.50 COLD STORAGE BUILDING FFE=952.50 COLD STORAGE BUILDING FFE=952.50 COLD STORAGE BUILDING FFE=952.50 25' PARKING SETBACK 30' BUILDING SETBACK 25' PARKING SETBACK 10' BUILDING SETBACK 30'R 30'R 515'R 20'R 5'R 485'R 30'R 3'R 10'R 10'R 10'R 10'R 15'R 513'R 15'R 487'R 10'R 17.5'16.0' 10.0'80.5'30.0'60.2'13.0' TYP22.0' 64.5' 26.6' 32.0' 164.8' 5.2'5. 5'10' R 10' R 3'R 3' R3'R 3'R 45. 7'46. 8'30. 0'26. 0'30. 7'25. 0'30.0' 10.0 25.0 10 46.8' 44.8' 24.2' 2.0' 44.5' 50' AVERAGE BUFFER AREA 30' MINIMUM BUFFER AREA 30.0 17- WETLAND BUFFER LOCATION SIGNS TYP-SEE DETAIL 30.0 30.0 50' AVERAGE BUFFER AREA 30' MINIMUM BUFFER AREA 50' AVERAGE BUFFER AREA 30' MINIMUM BUFFER AREA CONCRETE APRON TYP- SEE DETAIL HEAVY DUTY BITUMINOUS PAVEMENT TYP- SEE DETAIL MATCH EXISTING MATCH EXISTING CURB & GUTTER, SIDEWALK AND BITUMINOUS PAVEMENT MATCH EXISTING CURB & GUTTER, SIDEWALK AND BITUMINOUS PAVEMENT CONCRETE SIDEWALK TYP-SEE DETAIL HEAVY DUTY BITUMINOUS PAVEMENT TYP- SEE DETAIL MATCH EXISTING MATCH EXISTING CURB & GUTTER, SIDEWALK AND BITUMINOUS PAVEMENT MATCH EXISTING SIDEWALK MATCH EXISTING SIDEWALK MATCH EXISTING SIDEWALK CONCRETE APRON TYP-SEE DETAIL MATCH EXISTING CURB &GUTTER, SIDEWALK AND BITUMINOUS PAVEMENT EXISTING LIGHT POLE TO REMAIN PROTECT DURING CONSTRUCTION SURMOUNTABLE CURB & GUTTER TYP- SEE DETAIL HEAVY DUTY BITUMINOUS PAVEMENT TYP- SEE DETAIL FLAT CURB TYP- SEE DETAIL 3' CURB TAPER 3' CURB TAPER SECURITY FENCE SEE LANDSCAPE PLANS SECURITY ACCESS CARD READER SEE ELECTRICAL PLANS SECURITY GATE SEE ARCHITECTURAL PLANS CONCRETE PAVEMENT TYP- SEE DETAIL B612 CURBGUTTER TYP-SEE DETAIL SECURITY FENCE SEELANDSCAPEPLANS LARGE BLOCK RETAINING WALL TYP- SEE DETAIL HEAVY DUTY BITUMINOUS PAVEMENT TYP- SEE DETAIL CONCRETE PAVEMENT TYP- SEE DETAIL 3.0'CONCRETE PAVEMENT TYP- SEE DETAIL3.0' SECURITY ACCESS CARD READER SEE ELECTRICAL PLANS5. 0'CONCRETE PAVEMENT TYP-SEE DETAIL SECURITY GATE TYP-SEE DETAIL COORDINATE W/OWNER & ELECTRICAL FOR CARD READER CONCRETE SIDEWALK TYP-SEE DETAIL CONCRETE PAVEMENT TYP- SEE DETAIL 3. 0'FLAT CURB TYP-SEE DETAIL 3' TAPER TO FLAT CURB B612 CURB & GUTTER TYP-SEE DETAIL B612 CURB & GUTTER TYP-SEE DETAIL CONCRETE PAVEMENT TYP-SEE DETAIL 20. 0' 26. 5'10) CONCRETE BOLLARD TYP-SEE DETAIL 8) CONCRETE BOLLARD TYP-SEE DETAIL STORAGE BINS SEE ARCHITECTURAL PLANS SNOW STORAGE AREA SURMOUNTABLE CURB & GUTTER TYP-SEE DETAIL TELECOMMUNICATIONS TOWER PROVIDED BY OWNER CURB TRANSITION SURMOUNTABLE CURB & GUTTER TYP-SEE DETAIL ( 20) 24"X24" PRECAST CONCRETE BASES FOR POLE STORAGE BUNKERS COORDINATE WITH OWNER GRAVEL PAVEMENT TYP- SEE DETAIL SNOW STORAGE AREA SOUTH POND SEE GRADING PLANS REMOVE & REPLACE EXISTING SIDEWALK AS NEEDED FOR UTILITY CONSTRUCTION MATCH EXISTING SECTION REFER TO UTILITY PLANS MATCH EXISTING SIDEWALK MATCH EXISTING SIDEWALK B612 CURB & GUTTER TYP-SEE DETAIL SNOW STORAGE AREA STORAGE BINS SEE ARCHITECTURAL PLANS CURB TRANSITION B612 CURB & GUTTER TYP-SEE DETAIL 5'R 1) ELECTRIC VEHICLE CHARGING STATION BASE TYP-SEE DETAIL COORDINATE WITH ELECTRIC PLANS & OWNER 2) BOLLARDS AROUND ELECTRIC VEHICLE CHARGING STATION TYP-SEE DETAIL COORDINATE WITH ELECTRIC PLANS & OWNER 2) ELECTRIC VEHICLE CHARGING STATION SIGNS TYP- SEE DETAIL 6) FUTURE ELECTRIC VEHICLE CHARGING STATION SIGNS TYP- SEE DETAIL 3) FUTURE ELECTRIC VEHICLE CHARGING STATION BASES TYP- SEE DETAIL COORDINATE WITH ELECTRIC PLANS & OWNER 6) BOLLARDS AROUND FUTURE ELECTRIC VEHICLE CHARGING STATION TYP- SEE DETAIL COORDINATE WITH ELECTRIC PLANS & OWNER SECURITY GATE SEE LANDSCAPE PLANS COORDINATE W/OWNER & ELECTRICAL FOR CARD READER 16' DOUBLE SWING GATE SEE LANDSCAPE PLANS TYP-SEE DETAIL 18) CONCRETE BOLLARD TYP- SEE DETAIL 10) CONCRETE BOLLARD TYP- SEE DETAIL CONCRETE PAVEMENT PADS FOR ELECTRICAL & MECHANICAL EQUIPMENT COORDINATE W/ EQUIPMENT SUPPLIER, ELECTRICAL, &MECHANICAL FOR EXACT SIZE, EQUIPMENT LAYOUT,BOLLARD PLACEMENT, PAVEMENT SECTION, AND REINFORCEMENT REQUIREMENTS 16' DOUBLE SWING GATE SEE LANDSCAPE PLANS CONCRETE SIDEWALK TYP- SEE DETAIL LIGHT POLE-TYP SEE ELECTRICAL PLANS B612 CURB & GUTTER TYP- SEE DETAIL 30.7'26. 0'28.4' TAPER TO FLAT CURB TYP- SEE DETAIL TAPER TO FLAT CURB TYP-SEE DETAIL SURMOUNTABLE CURB & GUTTER TYP-SEE DETAIL CURB TRANSITION LIGHT POLE-TYP SEE ELECTRICAL PLANS N SCALE IN FEET 0 30 60 NORTH KEY PLAN DRAWING NUMBER DRAWING TITLE CLIENT 4201 cedar avenue so. - minneapolis, MN 55407 tel. (612) 904-1332 - fax (612) 904- 7366 NOT F O R C O N S T R U C TI O N PROJECT NUMBER 21602.0A REVISION DATE DESCRIPTION BY 1891 Arboretum Boulevard Chanhassen, MN 55317 Xcel Energy Service Center Chanhassen Title: Zachary B. Moen - PE Registration Number: 58688 Date: XX/XX/XXXX By: Title: Professional Engineer I hereby certify that this drawing was prepared by me or under my direct supervision and that I am a duly licensed Professional Engineer under the laws of the State of Minnesota. LOUCKS PROJECT NO. 21602 10/ 25/2022 WATERSHED SUBMITTAL 11/16/2022 TEP SUBMITTAL 11/16/2022 SCHEMATIC DESIGN PACKAGE 12/ 05/2022 SD PACKAGE ADDENDUM 01/ 12/ 2023 CITY SUBMISSION C2.2 SITE PLAN SOUTH NOTE:EXISTING CONDITIONS INFORMATION SHOWN IS FROM AN ALTA/ NSPS LAND TITLE SURVEY PREPARED BY LOUCKS,DATED 03/ 24/2022. PARKING STALL COUNT ACCESSIBLE PARKING STALL 2 LEGEND CATCH BASIN STORM SEWER SANITARY SEWER WATERMAIN STORM MANHOLE SANITARY MANHOLE HYDRANT GATE VALVE SPOT ELEVATION SIGN LIGHT POLE POWER POLE WATER MANHOLE / WELL CONTOUR CONCRETE CURB UNDERGROUND ELECTRIC CONCRETE TELEPHONE PEDESTAL UNDERGROUND TELEPHONE UNDERGROUND GAS OVERHEAD UTILITY CHAIN LINK FENCE BUILDING RETAINING WALL NO PARKING UNDERGROUND FIBER OPTIC SANITARY SEWER SERVICE WATER SERVICE ELECTRIC METER GAS METER TREE LINE EXISTING PROPOSED 972 DRAINTILE FORCEMAIN 373PARKING SETBACK LINE BUILDING SETBACK LINE 2 FENCE FLARED END SECTION POST INDICATOR VALVE BENCHMARK SOIL BORING 3DIRECTION OF FLOW 1.0% 972. 5 Gopher State One Call WARNING:THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND / OR RELOCATION OF LINES.THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454- 0002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES,VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER.NOTE:SEE PAVEMENT SECTIONS ON SHEET C8.1 OR C8.4 FOR TYPE AND DEPTH INFORMATION.LIGHT DUTY BITUMINOUS PAVEMENT CONCRETE SIDEWALK HEAVY DUTY BITUMINOUS PAVEMENT CONCRETE PAVEMENT PAVEMENT TYPES GRAVEL AREA NOTE: SEE CURB & GUTTER DETAILS ON SHEET C8.4 CURB TYPES B612 CURB & GUTTER (STANDARD)B612 CURB & GUTTER (TIP OUT)FLAT CURB & GUTTER (STANDARD)FLAT CURB & GUTTER (TIP OUT)SURMOUNTABLE CURB & GUTTER STANDARD)SURMOUNTABLE CURB & GUTTER TIP OUT)BUILDING INFORMATION MAIN BUILDING CREW AREA: 9,440 SF WAREHOUSE:12, 480 SF VEHICLE STORAGE:39,844 SF MAIN OFFICE:10,866 SF MECHANICAL: 7,363 SF TOTAL AREA: 79,993 SF BUILDING HEIGHT: OFFICE/WAREHOUSE ( 2-STORY):21'-6"VEHICLE STORAGE ( 1-STORY):31'-6"FLEET MAINTENANCE BUILDING FLEET MAINTENANCE:17,580 SF MEZZANINE STANDARD: 3,108 SF MEZZANINE HIGH: 4,012 SF TOTAL AREA:24, 700 SF BUILDING HEIGHT:STANDARD BAY (1-STORY):36'-0"HIGH BAY (1- STORY):61'-0" PROJECTED TOTAL NUMBER OF EMPLOYEES:68 1.ALL PAVING, CONCRETE CURB, GUTTER AND SIDEWALK SHALL BE FURNISHED AND INSTALLED IN ACCORDANCE WITH THE DETAILS SHOWN PER THE DETAIL SHEET(S) AND APPLICABLE GOVERNING AGENCY REQUIREMENTS.2.ACCESSIBLE PARKING AND ACCESSIBLE ROUTES SHALL BE PROVIDED PER CURRENT ADA STANDARDS AND APPLICABLE GOVERNING AGENCY REQUIREMENTS.3.ALL CURB DIMENSIONS SHOWN ARE TO THE FACE OF CURB UNLESS OTHERWISE NOTED.4.ALL BUILDING DIMENSIONS ARE TO THE OUTSIDE FACE OF WALL UNLESS OTHERWISE NOTED.5.BITUMINOUS IMPREGNATED FIBER BOARD TO BE PLACED AT FULL DEPTH OF CONCRETE ADJACENT TO EXISTING STRUCTURES AND BEHIND CURB ADJACENT TO DRIVEWAYS AND SIDEWALKS.6.SEE SITE ELECTRICAL PLAN FOR SITE LIGHTING.7.REFER TO THE GEOTECHNICAL REPORT PREPARED BY BRAUN INTERTEC FOR AN EXISTING SUBSURFACE SITE CONDITION ANALYSIS AND CONSTRUCTION RECOMMENDATIONS INCLUDING BUT NOT LIMITED TO PAVEMENTS AND EXTERIOR SLABS.SITE NOTES CURRENT ZONING: A2 (AGRICULTURAL ESTATE DISTRICT)PROPOSED ZONING: PUD ( PLANNED UNIT DEVELOPMENT)PROPERTY AREA (GROSS): 23.56 AC ( 1,026,095 SF)RIGHT OF WAY AREA: 1.82 AC BUILDABLE PROPERTY AREA (NET): 21.74 AC PROPOSED BUILDING AREA: 2.420 AC ( 11.1%)*PROPOSED IMPERVIOUS PARKING AREA: 1.082 AC (5.0%)*PROPOSED REMAINING SITE IMPERVIOUS AREA:5.913 AC ( 27.2%)* PROPOSED TOTAL IMPERVIOUS AREA: 9.415 AC (43.3%)*DISTURBED AREA: 17.200 AC EXISTING IMPERVIOUS AREA: 0.000 AC*PROPOSED IMPERVIOUS AREA: 9.415 AC*BASED ON NET BUILDABLE PROPERTY AREA ONLY SITE DATA 1.CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SITE SIGNAGE AND STRIPING AS SHOWN ON THIS PLAN.2. CONTRACTOR SHALL PAINT ALL ACCESSIBLE STALLS, LOGOS AND CROSS HATCH LOADING AISLES WITH WHITE OR YELLOW PAVEMENT MARKING PAINT, 4" IN WIDTH.3.CONTRACTOR SHALL PAINT ANY/ALL DIRECTIONAL TRAFFIC ARROWS, AS SHOWN, IN WHITE OR YELLOW PAINT.4.ALL SIGNAGE SHALL INCLUDE POST, CONCRETE FOOTING AND STEEL CASING WHERE REQUIRED.5.ALL SIGNAGE NOT PROTECTED BY CURB, LOCATED IN PARKING LOT OR OTHER PAVED AREAS TO BE PLACED IN STEEL CASING, FILLED WITH CONCRETE AND PAINTED YELLOW. REFER TO DETAIL(S).6.ANY/ALL STOP SIGNS TO INCLUDE A 24" WIDE PAINTED STOP BAR IN WHITE PAINT, PLACED AT THE STOP SIGN LOCATION, A MINIMUM OF 4' FROM CROSSWALK IF APPLICABLE. ALL STOP BARS SHALL EXTEND FROM DIRECTIONAL TRANSITION BETWEEN LANES TO CURB.7.ALL SIGNS TO BE PLACED 18" BEHIND BACK OF CURB UNLESS OTHERWISE NOTED.SIGNAGE AND STRIPING NOTES NE WETLAND 40' WETLAND BUFFER AREA REQUIRED = 20,685 SF 40' AVERAGE WETLAND BUFFER AREA PROVIDED = 29, 390 SF WEST CREEK 50' CREEK BUFFER AREA REQUIRED = 82,390 SF 50' AVERAGE CREEK BUFFER AREA PROVIDED = 82,670 SF WETLAND BUFFER DATA YARD ( BUILDING) SETBACKS:FRONT 30 FT MINIMUM SIDE 10 FT MINIMUM REAR 10 FT MINIMUM HWY 5 CORRIDOR OVERLAY DISTRICT:BUILDING SETBACK 70 FT MINIMUM 150 FT MAXIMUM OFF-STREET PARKING SETBACKS:FRONT 25 FT MINIMUM SIDE 25 FT MINIMUM REAR 25 FT MINIMUM MINIMUM PARKING LAYOUT DIMENSIONS (90 DEGREE PATTERN):PARKING SPACE WIDTH = 9 FT PARKING SPACE LENGTH = 18 FT DRIVE LANE WIDTH = 26 FT TOTAL PARKING 3506 5 STC 3 0 R C P 945.1535068 STC 1 2 R C P 944.0 3 40163 UPD.C COMM 952.21 40165 UPD.C 952.10 45180 GND 947.19 45181 GND 945.6245182 GND 947.42 45185 VLN B 946.74 45186 VLN 946.94 45187 GND 948.2545188 GND 949.73 45189 GND 950.26 45190 GND 950.25 45202 GND 953.27 45203 GND 952.36 45204 GND 950.29 45205 GND 952.00 45206 GND 950.86 45207 GND 952.50 45208 GND 953.26 45209 GND 952.22 45210 GND 951.06 45211 GND 950.2545212 GND 951.69 45215 GND 950.90 45216 GND 952.97 45217 GND 953.80 45218 GND 950.17 45219 FNB B 948.62 45220 VLN1 B 949.15 45221 GND 954.48 45222 GND 953.88 45223 GND 950.29 45224 VLN1 950.65 45225 GND 953.58 45226 VLN1 951.26 45227 GND 948.38 45228 VLN1 947.86 45229 GND 951.00 45230 GND 953.52 45231 GND 952.75 45232 GND 949.34 45233 VLN1 947.58 45234 GND 952.60 45235 GND 952.57 45236 GND 949.29 45237 GND 948.20 45238 VLN1 946.49 45239 GND 949.63 45240 GND 950.50 45241 VLN1 949.24 45242 GND 952.49 45243 GND 955.05 45244 GND 954.25 45245 GND 954.19 45246 GND 953.22 45247 GND 953.37 45248 GND 953.04 45249 GND 953.37 45250 GND 954.39 45251 GND 953.19 45252 GND 954.55 45253 GND 954.54 45254 GND 954.76 45255 GND 954.05 45256 GND 953.60 45257 GND 954.45 45258 GND 953.68 45259 GND 954.51 45260 GND 954.50 45261 GND 956.34 45313 GND 955.54 45314 GND 956.44 45315 GND 955.34 45316 GND 954.80 45317 GND 954.11 45318 GND 954.27 45319 GND 955.14 45320 GND 954.10 45321 GND 955.34 45322 GND 955.18 45323 GND 955.78 45324 GND 955.99 45325 GND 955.68 45326 GND 956.11 45369 GND 956.36 45370 GND 955.80 45371 GND 955.75 45373 GND 955.84 45374 GND 954.84 45375 GND 952.88 45376 GND 951.80 45377 GND 955.29 45378 GND 953.60 45379 GND 956.18 45380 GND 955.71 45389 954.62 45390 GND 954.14 45391 GND 956.32 45392 GND 956.40 45393 GND 957.05 45394 GND 956.44 45395 GND 956.44 45396 GND 954.44 45397 GND 953.76 45398 GND 952.22 45399 GND 951.00 45400 GND 954.11 45401 GND 953.70 45402 GND 955.87 45403 GND 955.55 45404 GND 956.78 45405 GND 956.00 45406 GND 953.04 45407 GND 951.68 45408 GND 950.44 45409 GND 951.55 45410 GND 950.94 45411 VLN1 950.05 40000 CGB B 967.44 40001 CGB AB 966.84 40002 CGB 965.52 40007 CL B AB 966.59 40008 CL 965.32 40009 CL 964.18 40010 CGB 963.79 40011 CGB AE 962.77 40012 CL AE 963.0240013 CL 961.94 40014 CGB 961.8640015CGB 960.85 40018 CL 961.2640019 CL 960.26 40020 CGB 959.92 40022 CGB 959.21 40023 CL 959.6340024 CL 958.45 40025 CL 958.10 40026 CGB 957.9840029 CGB 956.70 40030 CL 956.9540031CL 955.33 40036 CGB 954.8640037CGB 953.40 40039 CL 953.3140040 CL AB 951.35 40041 CGB AB 951.43 40042 CGB 949.77 40043 CGB AE AB 948.25 40044 CL 949.09 40046 CL 946.89 40047 CGB 946.30 40048 CGB 944.50 40049 CL 944.54 40050 CL 942.69 40051 CGB 942.15 40053 CGB 940.81 40056 CL 940.86 40058 CL 939.54 40059 CGB 939.72 40060 CGB 938.62 40061 CL 938.71 40062 CL 937.74 40063 CGB 937.58 40064 CGB 936.42 40065 CL 936.74 40066 CL AE 935.78 40068 CGB 935.48 40069 CGB AE 935.34 40070 CL 935.29 40071 CL 934.96 40072 CGB 934.90 40073 CGB 934.61 40078 CL 934.83 40079 CL 934.94 40080 CGB 934.71 40082 CGB 934.98 935.27 40108 CON 935.41 40109 CON1 935.56 40111 CON 935.30 40112 CON1 935.44 40113 CON1 935.42 40114 CON 935.20 40116 CON 935.17 40117 CON1 935.40 40118 CON1 935.45 40119 CON 935.17 40121 CON 935.56 40122 CON1 935.54 40123 CON1 E 936.03 40124 CON1 B 935.8140125 CON 935.80 40127 CON1 AB 936.44 40128 CON AB 936.40 40129 CON 937.46 40130 CON1 937.76 40131 CON1 AE 938.28 40132 CON AE 938.34 40134 CON1 939.42 40135 CON 939.52 40136 CON 940.6740137VHA4 940.61 40138 BIT E 940.54 40139 BIT E 940.85 40140 CON AB 941.30 40141 CON1 AB 941.26 40142 CON1 943.08 40143 CON 942.91 40145 CON 944.85 40146 CON1 945.71 40148 CON 947.16 40149 CON1 947.34 40150 CON1 949.15 40151 CON 949.14 40153 CON AE 950.74 40154 CON1 AE 950.92 40155 CON1 951.68 40156 CON1 951.82 40157 CON1 952.08 40162 CON1 952.05 40166 CON 951.54 40168 CON 953.72 40169 CON1 954.08 40171 CON 955.52 40172 CON1 955.72 40173 CON1 957.12 40174 CON 956.78 40176 CON 957.97 40177 CON1 958.30 40178 CON1 959.58 40179 CON 959.48 40182 CON 960.35 40183 CON1 960.47 40184 CON1 961.16 40185 CON 961.22 40186 CON 962.36 40188 CON1 962.21 40189 CON1 AB 962.87 40190 CON AB 962.72 40191 CON 964.00 40192 CON1 964.12 40194 CON 964.92 40195 CON1 965.06 40196 CON1 AE 966.47 40197 CON1 E 967.06 40198 CON AE 966.25 40199 CON E 967.00 40238 GND 936.38 40239 GND 943.86 40240 GND 945.95 40241 GND 944.60 40242 VLN B J45185 946.24 40243 VLN 945.41 40244 GND 946.02 40245 GND 946.33 40246 GND 945.83 40247 VLN 946.42 40248 VLN E J45186 947.85 40249 GND 947.78 40250 GND 950.01 40251 GND 947.15 40252 GND 946.92 40253 GND 949.44 40254 GND 949.88 40255 GND 950.58 40256 VLN B J45220 943.39 40257 VLN 939.53 40258 GND 940.59 40259 GND 944.38 40260 GND 947.46 40261 GND 943.39 40262 GND 939.32 40263 GND 941.51 40264 GND 937.73 40265 GND 938.83 40266 GND 940.18 40267 GND 942.15 40268 GND 936.51 40269 VLN 936.19 40270 GND 935.59 40271 VLN 934.77 40272 GND 933.20 40273 VLN 934.90 40274 GND 932.36 40275 GND 928.60 40276 GND 926.17 40277 GND 934.50 40278 GND 935.76 40279 GND 938.51 40280 GND 939.14 40281 GND 938.88 40282 GND 938.40 40283 GND 941.87 40284 GND 942.58 40285 GND 944.52 40286 GND 945.05 40287 GND 944.36 40288 GND 944.2440289 GND 945.24 40290 GND 944.50 40291 GND 945.28 40292 GND 945.20 40293 GND 945.01 40294 GND 934.54 40295 GND 934.79 40296 GND 934.42 40297 GND 936.01 40298 VLN 934.97 40299 GND 934.61 40300 GND 936.39 40301 GND 935.48 40302 VLN 935.60 40303 GND 935.94 40304 GND 929.89 40305 VLN 932.28 40306 VLN E 924.83 40307 GND 926.36 40308 GND 930.84 40309 GND 939.27 40310 GND 943.62 40311 GND 944.8040312 GND 944.4540313GND 944.34 40314 GND 944.48 40315 GND 944.03 40316 GND 943.95 40317 GND 943.23 40318 GND 942.28 40319 GND 941.71 40320 GND 943.09 40321 GND 939.55 40322 GND 936.40 40323 GND 931.6240325GND 938.96 40326 GND 937.29 40327 GND 936.92 40328 GND 936.12 40329 GND 964.59 40330 GND 964.93 40331 GND 964.69 40332 GND 963.60 40333 GND 961.89 40334 GND 962.70 40335 GND 965.21 40336 GND 966.08 40337 GND 967.30 40338 GND 965.55 40339 GND 964.00 40340 GND 965.48 40341 GND 961.48 40342 GND 960.56 40343 GND 958.65 40344 GND 958.98 40345 GND 958.32 40346 GND 956.36 40347 GND 957.21 40348 GND 956.17 40349 GND 959.49 40350 GND 962.87 40351 GND 962.66 40352 GND 964.81 40353 GND 965.05 40354 GND 961.62 40355 GND 962.77 40356 GND 965.20 40357 GND 964.61 40358 GND 963.20 40359 GND 961.67 40360 GND 961.20 40361 GND 959.85 40362 GND 958.88 40363 GND 957.58 40364 GND 958.83 40365 GND 957.21 40366 GND 958.31 40367 GND 957.42 40368 GND 957.43 40369 GND 955.96 40370 GND 954.74 40371 GND 953.92 40372 GND 953.18 40373 GND 953.07 40382 GND 953.91 40383 GND 954.57 40384 GND 954.67 40385 GND 955.55 40386 GND 956.04 40387 GND 952.86 40389 GND 952.37 40391 GND 951.52 40394 GND 950.75 40397 GND 949.59 40399 GND 949.86 40400 GND 949.29 40404 GND 950.02 40412 GND 953.20 40413 VLN B J30339 953.46 40415 GND 953.1240417 GND 953.92 40418 GND 953.59 40419 VLN 954.23 40422 VLN E GDEN B 954.03 40423 GDEN 954.45 40426 GDEN 956.17 40427 GND 957.23 40428 GND 958.34 40429 GND 955.32 40430 GND 957.68 40431 GND 954.79 40432 GND 953.52 40433 GND 953.08 40434 GND 952.74 40435 GND 953.96 40436 GND 959.07 40437 GDEN 959.17 40438 GDEN 962.86 40439 GND 965.48 40442 GND 967.87 40444 GDEN 965.39 40445 GND 963.78 40447 OHU E J40446 955.52 40450 GND 969.88 40451 GND 967.09 40452 GDEN 964.25 40453 GDEN 964.53 40454 GND 966.81 40455 GDEN 968.43 40456 GDEN 971.87 40457 GND 972.26 40458 GND 967.92 40459 GND 968.70 40460 GND 975.7440461GDEN 975.99 40462 GND 978.10 40463 GND 969.32 40464 GND 977.50 40465 GND 979.5840466GDEN 979.70 40467 GND 979.54 40468 GND 977.48 40469 GDEN 977.39 40470 GND 978.18 40472 GND 979.51 40473 GND 970.69 40474 GND 970.60 40475 GND 970.25 40476 GND 976.09 40477 GDEN 975.60 40478 GDEN 974.01 40479 GDEN 972.52 40481 GND 970.9340482 VLN B 969.60 40483 VLN GND 970.78 40484 GND 970.97 40485 VLN 969.08 40486 GND 969.57 40487 GDEN E VLN 971.28 40488 VLN 969.23 40489 GND 968.34 40490 VLN 967.32 40491 VLN 966.88 40492 GND 965.63 40493 GND 970.84 40494 VLN 962.76 40495 GND 961.41 40496 GND 958.23 40497 VLN 957.13 40498 GND 955.79 40499 VLN 955.41 40500 GND 954.67 40501 GND 952.11 40502 VLN 950.44 40503 VLN 947.79 40504 GND 947.95 40505 VLN 947.57 40506 GND 946.58 40507 GND 947.59 40508 GND 947.47 40509 VLN 948.02 40510 GND 947.50 40511 GND 947.95 40512 GND 948.10 40513 GND 948.09 40514 GND 948.10 40515 VLN E J30327 GDEN E J30328 947.88 40516 GND 948.39 40517 GND 948.73 40518 GND 948.5740519 VLN E J30327 948.50 40520 GND 955.87 40521 GND 953.94 40522 GND 953.57 40523 GND 953.69 40524 GND 953.77 40525 GND 953.04 40526 GND 953.17 40527 GND 951.14 40528 GND 951.34 40529 GND 944.32 40530 GND 945.09 40531 BIT B J40138 941.99 40532 BIT 941.01 40533 BIT AB 938.91 40534 BIT 937.69 40535 BIT AE AB 936.14 40536 BIT 934.71 40537 BIT E AE 933.57 40538 BIT B AB 933.21 40539 BIT 934.44 40540 BIT AE AB 935.48 40541 BIT 936.72 40542 BIT AE 938.60 40543 BIT 940.74 40544 BIT E J40139 941.93 40545 GND 945.11 40546 GND 949.88 40547 GND 942.12 40548 GND 941.44 40549 GND 939.89 40550 GND 940.57 40551 GND 937.7740552 GND 937.90 40553 GND 932.33 40554 GND 928.34 40555 GND 929.89 40556 GND 939.11 40557 GND 935.78 40558 GND 937.08 40559 GND 933.88 40560 VLN1 B 933.84 40561 GND 935.72 40562 GND 937.52 40563 GND 938.35 40564 GND 937.38 40565 VLN1 E J30039 937.89 40566 VLN1 B J30039 937.26 40567 GND 936.85 40568 GND 936.93 40569 VLN1 936.42 40570 GND 935.48 40571 GND 936.86 40572 VLN1 937.01 40573 GND 937.76 40574 VLN1 938.91 40575 VLN1 939.32 40576 GND 940.03 40577 VLN1 941.14 40578 GND 943.13 40579 GND 943.09 40580 VLN1 945.70 40581 GND 947.83 40582 VLN1 949.73 40583 VLN1 949.14 40584 GND 948.93 40585 VLN1 E J40519 948.43 40586 GND 949.09 40587 GND 948.88 40588 GND 947.98 40589 GND 948.04 40590 GND 947.46 40591 GND 947.33 40592 GND 947.25 40593 GND 945.53 40594 GND 945.57 40595 GND 945.67 40596 GND 943.15 40597 GND 941.99 40598 GND 944.3740599 GND 944.83 40600 GND 944.63 40601 GND 944.42 40602 GND 944.38 40603 GND 944.08 40604 GND 943.60 40605 GND 943.46 40606 GND 942.69 40607 GND 943.34 40608 GND 942.35 40609 WTR B 3' WIDE CTRLN 938.78 40611 TEL B 966.9740612 TEL B 962.63 40613 ELC B 962.69 40614 ELC 961.94 40615 TEL 962.53 40616 TEL 956.87 40617 ELC 956.90 40618 ELC 956.26 40619 ELC E 956.26 40620 TEL 955.6640621 TEL E 952.94 40622 ELC B 951.76 40623 ELC E 952.18 40624 TEL B 951.42 40625 TEL 946.71 40626 TEL E 941.18 40631 GND 966.47 40633 GND 967.28 40634 GND 968.66 40635 GND 970.14 40636 GND 968.66 40637 VLN B J40482 967.85 40638 VLN 965.63 40639 GND 965.82 40640 GND 967.04 40641 GND 967.52 40642 GND 966.20 40644 GND 966.75 40645 GND 964.44 40646 GND 963.72 40647 VLN 964.41 40648 VLN 962.39 40649 VLN 959.62 40650 GND 958.80 40651 GND 957.50 40652 VLN 957.48 40653 GND 960.90 40654 GND 960.58 40655 GND 964.59 40656 GND 965.90 40657 GND 968.92 40658 GND 965.99 40659 GND 968.34 40660 GND 964.90 40661 GND 964.26 40662 GND 957.92 40663 GND 964.21 40664 GND 968.77 40665 GND 964.85 40666 GND 960.0140667 GND 956.70 40668 VLN 956.25 40669 GND 956.37 40670 GND 958.73 40671 VLN 962.42 40672 GND 964.08 40673 GND 965.33 40674 GND 966.97 40675 GND 960.87 40676 GND 961.54 40677 GND 960.46 40678 GND 956.81 40679 GND 953.00 40680 GND 952.42 40681 VLN 952.8440682 GND 952.51 40683 GND 952.14 40684 GND 958.64 40685 GND 961.18 40686 GND 960.79 40687 GND 955.77 40688 GND 953.95 40689 GND 955.0240690 GND 954.48 40691 GND 958.55 40692 GND 962.46 40693 GND 965.27 40694 GND 965.30 40695 GND 966.03 40696 GND 965.89 40697 GND 965.11 40698 GND 952.22 40699 GND 950.82 40700 GND 949.34 40701 GND 950.94 40702 GND 949.54 40703 VLN 950.80 40704 GND 952.09 40705 VLN 946.28 40706 GND 947.16 40707 GND 947.17 40708 GND 944.51 40709 VLN 943.8040710 GND 942.32 40711 GND 943.91 40712 VLN 943.8540713 GND 943.51 40714 GND 944.29 40715 VLN 944.34 40716 VLN 942.68 40717 GND 942.54 40718 GND 942.20 40719 GND 940.81 40720 GND 939.2440721 VLN 939.30 40722 GND 939.12 40723 GND 937.48 40724 GND 937.60 40725 GND 931.02 40726 GND 929.67 40727 GND 935.43 40728 VLN 935.96 40729 WTR1 B 3'CL 925.54 40730 WTR1 2'CL 925.79 40731 GND 927.55 40732 GND 928.64 40733 GND 935.10 40734 VLN 937.78 40735 GND 940.22 40736 GND 940.46 40737 GND 941.53 40738 VLN 941.99 40739 GND 939.7740740 GND 941.87 40741 GND 942.95 40742 GND 931.12 40743 WTR1 926.98 40744 GND 929.90 40745 GND 936.91 40746 GND 935.4440747 GND 932.3140748 GND 930.22 40749 WTR1 927.78 40750 GND 929.61 40751 GND 936.28 40752 GND 940.44 40753 GND 942.82 40754 VLN 939.71 40755 VLN 938.53 40756 GND 940.98 40757 GND 935.62 40758 GND 930.54 40759 WTR1 928.90 40760 WTR1 928.98 40761 GND 931.17 40762 GND 935.92 40763 GND 931.51 40764 VLN 932.49 40765 WTR1 929.41 40766 WTR1 929.59 40767 GND 930.7640768 GND 930.82 40769 WTR1 929.96 40770 GND 931.26 40771 GND 931.54 40772 GND 931.90 40773 WTR1 930.20 40774 GND 932.12 40775 WTR1 931.00 40776 GND 932.23 40777 GND 934.60 40778 GND 932.69 40779 WTR1 2' 931.7840780 GND 935.10 40781 GND 934.02 40782 VLN 934.16 40783 GND 935.72 40784 WTR1 E 3' 932.12 40785 GND 935.27 40786 GND 935.82 40787 VLN 936.20 40788 GND 938.66 40789 GND 940.37 40790 VLN 940.37 40791 VLN 941.08 40792 GND 941.34 40793 GND 942.79 40794 VLN 943.76 40795 GND 944.41 40796 GND 942.22 40797 GND 941.93 40798 GND 944.56 40799 GND 947.25 40800 GND 946.51 40801 GND 943.95 40802 VLN 945.86 40803 GND 946.69 40804 VLN 944.72 40805 GND 943.63 40806 GND 944.32 40807 VLN 945.14 40808 GND 944.99 40809 VLN 946.90 40810 GND 944.31 40811 GND 943.24 40812 GND 942.44 40813 GND 942.92 40814 GND 941.15 40815 GND 940.51 40816 GND 938.15 40817 GND 938.08 40818 GND 938.48 40819 GND 932.27 40820 GND 932.53 40821 GND 931.53 40822 GND 930.86 40823 GND 935.53 40824 GND 937.70 40825 GND 936.73 40826 GND 937.70 40827 GND 938.48 40828 GND 939.12 40829 GND 939.74 40830 GND 941.80 40831 GND 940.08 40832 GND 943.23 40833 GND 941.42 40834 GND 940.05 40835 GND 938.89 40836 GND 937.56 40837 GND 939.46 40838 GND 939.97 40839 GND 941.22 40840 GND 940.42 40841 GND 939.87 40842 GND 939.70 40843 GND 939.30 40844 GND 940.36 40845 GND 940.87 40846 GND 941.07 40847 GND 942.13 40848 GND 941.87 40849 GND 941.68 40850 VLN 949.08 40851 GND 950.11 40852 GND 953.34 40853 GND 953.0740854 VLN 952.61 40855 GND 952.75 40856 GND 951.24 40857 GND 951.65 40858 VLN 951.83 40859 GND 952.61 40860 GND 957.96 40861 GND 953.43 40862 GND 953.10 40863 GND 954.14 40864 VLN 952.32 40865 VLN 955.91 40866 GND 955.66 40867 GND 957.11 40868 GND 959.17 40869 GND 960.16 40870 GND 960.24 40871 GND 956.14 40872 VLN 957.43 40873 VLN 965.06 40874 GND 962.93 40875 GND 959.79 40876 GND 963.16 40877 GND 963.31 40878 VLN 964.42 40879 VLN 964.95 40880 VLN E 965.47 40883 BIT B AB J40538 928.12 40884 BIT 926.4740885 BIT AE 924.48 40886 BIT CON B 923.72 40887 BIT 923.56 40888 BIT AB 924.43 40889 BIT 926.03 40890 BIT E AE J40537 928.60 40891 RWG B 928.30 40892 RWG 928.73 40893 RWG 936.47 40894 RWG 936.58 40895 RWG 936.57 40896 RWG 936.07 40897 RWG 936.04 40898 GND 935.30 40899 GND 930.60 40900 STEP B J40123 935.97 40901 STEP CON1 B 934.03 40902 STEP CON2 B 933.98 40903 STEP E J40124 935.80 40904 STEP B CON2 E 933.82 40905 STEP CON1 E 934.0140906 GND 935.09 40907 STEP CON1 B 932.05 40908 STEP F CON2 B 931.87 40909 STEP B CON2 E 931.88 40910 STEP CON1 E 932.02 40911 STEP CON1 B 930.03 40912 STEP F CON2 B 929.87 40913 STEP B CON2 E 929.92 40914 STEP CON1 E 930.02 40915 STEP CON1 B AB 928.24 40916 STEP F CON2 B AB 928.08 40917 CON2 927.98 40918 CON2 E AE STR B 928.06 40919 CON1 928.07 40920 CON1 E AE STR 928.25 40921 STEP CON1 B 926.3540922 STEP F CON2 B 926.15 40923 STEP B CON2 E 926.13 40924 STEP CON1 E 926.18 40925 CON 924.0440926 CON 924.07 40927 CON E STR 924.3340928 STEP F CON B 924.20 40929 CON 923.9840930 CON 923.37 40931 CON 922.27 40932 CON 922.36 40933 CON E 922.54 40934 CON B 922.00 40935 CON RWG1 B 921.99 40936 CON 921.98 40937 CON E J40887 923.16 40938 RWG 928.64 40939 RWG 927.88 40940 RWG 922.68 40941 GND 923.42 40942 GND 923.95 40943 GND 928.21 40944 GND 929.51 40945 GND 922.47 40946 GND 922.21 40947 GND 919.89 40949 RWG1 922.14 40950 RWG1 E 920.67 40951 GND 920.78 40952 WTR1 B 3'CL 919.59 40953 RWG F 922.44 40954 GND 920.88 40955 GND 921.71 40956 WTR1 919.44 40957 WTR1 919.66 40958 GND 921.89 40959 GND 921.98 40960 GND 921.13 40961 GND 925.23 40962 WTR1 921.04 40963 WTR1 E 920.94 40964 GND 923.0040965 GND 922.56 40966 GND 929.77 40967 GND 927.1540968 GND 924.38 40969 GND 923.20 40970 STRM INV 24"RCP 920.18 40972 WTR1 B 3'CL 921.04 40973 GND 922.53 40974 GND 923.16 40975 GND 924.30 40976 WTR1 921.21 40977 WTR1 921.35 40978 GND 923.84 40979 WTR1 921.45 40980 GND 923.17 40981 GND 924.61 40982 GND 924.52 40983 WTR1 921.55 40984 GND 923.31 40985 WTR1 921.84 40986 WTR1 922.04 40987 GND 923.6340988 GND 926.51 40989 GND 923.43 40990 GND 928.35 40991 GND 933.17 40992 GND 926.70 40993 GND 924.79 40994 GND 926.58 40995 GND 933.63 40996 GND 932.55 40997 GND 924.69 40998 WTR1 922.22 40999 GND 924.6841000GND 924.87 41001 GND 925.93 41002 WTR1 4' 922.60 41003 GND 924.74 41004 GND 935.89 41005 GND 932.36 41006 GND 936.27 41007 WTR1 923.08 41008 WTR1 922.81 41009 WTR1 923.07 41010 GND 925.1241011 GND 925.06 41012 GND 929.16 41013 WTR1 923.7341014GND 925.59 41015 GND 926.79 41016 GND 930.54 41017 GND 929.36 41018 GND 929.07 41019 GND 926.02 41020 WTR1 924.16 41021 GND 929.67 41022 GND 934.15 41023 GND 933.83 41024 GND 935.99 41025 GND 935.35 41026 GND 936.9841027 GND 931.34 41028 WTR1 924.35 41029 GND 928.84 41030 GND 927.72 41031 WTR1 925.03 41032 GND 928.97 41033 GND 928.17 41034 WTR1 924.84 41035 WTR1 3'CL 925.18 41036 WTR1 925.38 41037 WTR1 E J40729 925.64 41038 GND 928.65 41039 GND 929.9741040 GND 925.5341041 GND 928.44 41042 GND 928.60 41043 GND 936.67 41044 GND 940.53 41045 GND 935.47 41046 GND 942.97 41047 GND 945.30 41048 GND 945.95 41049 GND 945.55 41050 GND 943.72 41051 GND 941.44 41052 GND 943.28 41053 GND 945.28 41054 GND 942.43 41055 GND 939.84 41056 GND 940.29 41057 GND 940.64 41058 GND 942.19 41059 GND 943.74 41060 GND 945.14 41061 GND 943.24 41062 VLN J45411 948.22 41063 VLN E 947.54 41064 GND 946.07 41065 GND 941.05 41066 GND 941.27 41067 GND 946.45 41068 GND 946.16 41069 GND 946.13 41070 GND 947.26 41071 GND 949.01 41072 GND 949.48 41073 GND 946.53 41074 GND 951.52 41075 GND 948.40 41076 GND 952.21 41077 GND 944.53 41078 GND 944.55 41079 GND 939.47 41080 GND 937.63 41081 GND 935.50 41082 GND 933.75 41083 GND 938.34 41084 GND 937.31 41085 GND 932.10 41086 GND 931.56 41087 GND 932.20 41088 GND 935.70 41089 GND 938.78 41090 GND 944.23 41091 GND 936.54 41092 GND 934.4241093 GND 940.14 41094 GND 937.91 41095 GND 938.55 41096 GND 938.86 41097 GND 938.70 41098 GND 939.5141099GND 938.91 41100 GND 942.27 41101 GND 931.83 41102 GND 932.53 41103 GND 938.26 41104 GND 931.31 41105 GND 931.24 41106 GND 935.91 41107 GND 931.28 41108 GND 930.89 41109 GND 936.04 41110 GND 942.21 41111 GND 929.88 41112 GND 930.21 41113 GND 928.8441114 GND 928.9341115 GND 935.03 41116 GND 939.02 41117 GND 936.47 41118 GND 930.50 41119 GND 928.79 41120 GND 925.87 41121 GND 926.88 41122 GND 926.65 40374 WET B 2-1 955.03 40375 WET 2-2 954.4240376 WET 2-3 954.23 40377 WET 2-4 953.88 40378 WET 2-5 952.70 40379 WET 2-6 952.94 40380 WET 2-7 952.77 40381 WET 2-8 952.64 40388 WET 2-9 951.90 40390 WET 2-10 951.15 40392 WET 2-11 950.84 40393 WET 2-13 950.15 40395 WET 2-14 949.50 40396 WET 2-15 949.25 40398 WET 2-16 948.75 40401 WET 2-17 948.57 40402 WET 2-18 948.54 40403 WET 2-19 948.90 40405 WET 2-20 949.26 40406 WET 2-21 949.64 40407 WET 2-22 949.90 40408 WET 2-23 950.64 40409 WET 2-24 950.41 40410 WET 2-25 950.79 40411 WET 2-26 951.87 40414 WET 2-27 952.56 40416 WET 2-28 952.55 40420 WET 2-29 952.91 40421 WET 2-30 953.42 40424 WET 2-31 953.49 40425 WET 2-32 953.78 41123 WET 2-33 953.86 41124 WET 2-34 954.22 41125 WET 2-35 954.99 41126 WET E 2-36 955.59 41127 GND 954.16 41128 WET B 1-1 954.74 41129 WET 1-2 954.33 41130 WET 1-3 953.04 41131 WET 1-4 953.49 41132 WET 1-5 954.56 41133 WET 1-6 954.72 41134 WET E F 1-7 954.78 41135 GND 953.93 41136 GND 956.59 41137 GND 956.14 41138 GND 954.31 41139 GND 952.23 41140 GND 952.76 41141 GND 953.15 41142 GND 956.17 41143 GND 956.64 41144 GND 955.34 41145 GND 954.06 41146 GND 953.93 41147 GND 955.45 41148 GND 952.44 41149 GND 949.46 41150 GND 948.58 41151 GND 946.24 41152 GND 936.64 41153 WTR B J40784 934.96 41154 GND 937.04 41155 GND 937.62 41156 GND 941.54 41157 WTR E J35100 935.81 41158 GND 937.34 41159 GND 937.33 41160 GND 942.01 41161 GND 942.79 41162 GND 942.97 41163 GND 943.60 41164 GND 943.92 41165 GND 946.29 41166 GND 945.82 41167 GND 944.02 41168 GND 945.65 41169 GND 944.02 41170 GND 949.60 41171 GND 949.07 41172 GND 937.30 41173 GND 941.71 41174 GND 946.06 41175 GND 945.60 30000 VLN B 967.04 30001 VLN 964.9030002GDENBJ30001 964.22 30003 GDEN 962.9030004GDEN 962.38 30005 GDEN 962.5930006GDEN 962.1830007 GDEN 960.7530008GDEN 959.0730009 GDEN 957.45 30010 GDEN E J30011 956.30 30011 VLN1 B 955.70 30012 VLN1 954.19 30013 VLN1 953.3930014 VLN1 953.4930015VLN1 953.25 30016 VLN1 952.82 30017 VLN1 952.53 30018 VLN1 950.82 30019 VLN1 946.72 30020 VLN1 947.35 30021 VLN1 949.26 30022 VLN1 958.58 30023 VLN1 951.44 30024 VLN1 E J30011 954.67 30025 VLN2 B 953.59 30026 VLN2 954.75 30027 VLN2 955.71 30028 VLN2 956.05 30029 VLN2 949.74 30030 VLN2 954.25 30031 VLN2 955.57 30032 VLN2 954.95 30033 VLN2 E F 953.45 30034 GDEN B J30017 949.56 30035 GDEN 943.92 30036 GDEN 942.29 30037 GDEN 940.48 30038 GDEN 939.22 30039 GDEN 938.31 30040 GND 939.61 30041 GND 944.32 30042 GND 950.16 30043 GND 953.42 30044 GND 955.13 30045 GND 954.69 30046 GND 953.75 30047 GND 953.27 30048 GND 953.46 30049 GND 954.26 30050 GND 954.69 30051 GND 952.91 30052 GND 948.18 30053 GND 952.08 30054 GND 953.18 30055 GND 952.67 30056 GND 950.23 30057 GND 949.11 30058 GND 945.98 30059 GND 942.75 30060 GND 940.30 30061 GND 941.52 30062 GND 943.43 30063 GND 944.99 30064 GND 938.91 30065 GND 937.31 30066 GND 937.15 30067 GND 937.42 30068 GND 938.52 30069 GND 939.64 30070 GND 938.10 30071 GND 937.87 30072 GND 938.02 30073 GND 939.91 30074 GND 943.18 30075 GND 946.53 30076 GND 942.31 30077 GND 939.67 30078 GND 938.84 30079 GND 939.71 30080 GND 941.82 30081 GND 946.23 30082 GND 942.91 30083 GND 940.78 30084 GND 939.51 30085 GND 940.69 30086 GND 942.89 30087 GND 947.86 30088 GND 949.31 30089 GND 944.77 30090 GND 941.70 30091 GND 940.74 30092 GND 941.82 30093 GND 945.47 30094 GND 949.70 30095 GND 951.55 30096 GND 951.31 30097 GND 952.57 30098 GND 949.24 30099 GND 944.61 30100 GND 942.26 30101 GND 942.26 30102 GND 943.82 30103 GND 947.30 30104 GND 952.53 30105 GND 956.06 30106 GND 956.02 30107 GND 955.05 30108 GND 954.14 30109 GND 953.44 30110 GND 955.61 30111 GND 956.23 30112 GND 957.28 30113 GND 957.53 30114 GND 954.05 30115 GND 949.63 30116 GND 945.84 30117 GND 943.82 30118 GND 943.23 30119 GND 945.20 30120 GND 948.50 30121 GND 952.64 30122 GND 952.59 30123 GND 950.37 30124 GND 949.12 30125 GND 950.84 30126 GND 952.43 30127 GND 950.24 30128 GND 946.81 30129 GND 945.35 30130 GND 945.15 30131 GND 947.37 30132 GND 950.65 30133 GND 954.47 30134 GND 958.18 30135 GND 959.89 30136 GND 959.01 30137 GND 958.07 30138 GND 960.40 30139 GND 960.93 30140 GND 961.02 30141 GND 958.33 30142 GND 955.09 30143 GND 951.92 30144 GND 948.16 30145 GND 947.47 30146 GND 947.91 30147 GND 948.83 30148 GND 951.00 30149 GND 952.15 30150 GND 951.07 30151 GND 949.26 30152 GND 949.63 30153 GND 949.79 30154 GND 950.96 30155 GND 952.13 30156 GND 952.17 30157 GND 952.00 30158 GND 951.55 30159 GND 951.44 30160 GND 951.41 30161 GND 951.70 30162 GND 954.94 30163 GND 957.62 30164 GND 960.36 30165 GND 962.17 30166 GND 962.01 30167 GND 962.98 30168 GND 961.05 30169 GND 958.67 30170 GND 956.27 30171 GND 954.52 30172 GND 955.19 30173 GND 955.42 30174 GND 955.64 30175 GND 955.81 30176 GND 955.44 30177 GND 954.24 30178 GND 952.62 30179 GND 951.26 30180 GND 950.58 30181 GND 950.96 30182 GND 950.84 30183 GND 951.36 30184 GND 952.14 30185 GND 952.20 30186 GND 951.84 30187 GND 952.43 30188 GND 954.70 30189 GND 956.78 30190 GND 958.15 30191 GND 958.35 30192 GND 957.83 30193 GND 956.81 30194 GND 956.02 30195 GND 956.43 30196 GND 958.41 30197 GND 960.62 30198 GND 962.61 30199 GND 961.49 30200 GND 958.80 30201 GND 957.31 30202 GND 956.87 30203 GND 957.78 30204 GND 959.05 30205 GND 960.22 30206 GND 960.08 30207 GND 958.38 30208 GND 955.95 30209 GND 954.36 30210 GND 953.45 30211 GND 953.86 30212 GND 953.92 30213 GND 953.54 30214 GND 952.65 30215 GND 951.59 30216 GND 952.22 30217 GND 953.42 30218 GND 954.06 30219 GND 954.16 30220 GND 953.88 30221 GND 954.59 30222 GND 955.59 30223 GND 955.96 30224 GND 956.17 30225 GND 957.22 30226 GND 959.24 30227 GND 961.09 30228 GND 961.78 30229 GND 960.66 30230 GND 959.6030231 GND 957.99 30232 GND 959.34 30233 GND 960.57 30234 GND 959.42 30235 GND 956.94 30236 GND 955.58 30237 GND 954.65 30238 GND 954.89 30239 GND 955.37 30240 GND 954.14 30241 GND 953.46 30242 GND 953.82 30243 GND 954.78 30244 GND 955.91 30245 GND 958.14 30246 GND 958.70 30247 GND 957.50 30248 GND 956.6430249 GND 955.20 30250 GND 955.50 30251 GND 956.04 30252 GND 955.98 30253 GND 954.78 30254 GND 953.76 30255 GND 952.73 30256 GND 955.88 30257 GND 958.08 30258 GND 959.60 30259 GND 960.47 30260 GND 959.84 30261 GND 958.71 30262 GND 957.97 30263 GND 958.03 30264 GND 958.45 30265 GND 959.42 30266 GND 960.72 30267 GND 960.50 30268 GND 959.39 30269 GND 958.99 30270 GND 959.13 30271 GND 960.08 30272 GND 961.11 30273 GND 960.20 30274 GND 958.98 30275 GND 957.93 30276 GND 959.03 30277 GND 960.12 30278 GND 961.99 30279 GND 963.46 30280 GND 962.27 30281 GND 961.31 30282 GND 960.81 30283 GND 960.79 30284 GND 961.37 30285 VLN 962.03 30286 VLN 962.04 30287 VLN 962.85 30288 VLN 963.85 30289 VLN 965.27 30290 VLN 964.51 30291 VLN 962.29 30292 VLN 961.29 30293 VLN 960.51 30294 VLN 958.48 30295 VLN 957.40 30296 VLN 956.59 30297 VLN 955.86 30298 VLN 956.59 30299 VLN 957.45 30300 VLN 958.74 30301 VLN 960.14 30302 VLN 960.67 30303 VLN 962.06 30304 VLN 963.05 30305 VLN 962.44 30306 VLN 960.14 30307 VLN 958.38 30308 VLN 957.72 30309 VLN 957.00 30310 VLN 956.48 30311 VLN 956.31 30312 VLN 955.34 30313 VLN 954.04 30314 VLN 953.41 30315 VLN E 952.77 30316 GDEN1 B J30315 952.58 30317 GDEN1 952.65 30318 GDEN1 952.50 30319 GDEN1 952.43 30320 GDEN1 951.64 30321 GDEN1 950.91 30322 GDEN1 950.66 30323 GDEN1 949.98 30324 GDEN1 949.58 30325 GDEN1 949.08 30326 GDEN1 948.86 30327 GDEN1 E VLN B 948.76 30328 GDEN2 B 947.98 30329 GDEN2 948.24 30330 GDEN2 948.68 30331 GDEN2 948.99 30332 GDEN2 949.19 30333 GDEN2 950.11 30334 GDEN2 951.01 30335 GDEN2 951.50 30336 GDEN2 952.35 30337 GDEN2 952.15 30338 GDEN2 952.90 30339 GDEN2 E B VLN1 952.82 30340 GND 953.68 30341 GND 954.57 30342 GND 954.95 30343 GND 954.93 30344 GND 955.22 30345 GND 957.95 30346 GND 960.7630347GND 961.7330348 GND 962.27 30349 GND 964.90 30350 GND 968.25 30351 GND 971.0430352 GND 974.12 30353 GND 977.42 30354 GND 977.94 30355 GND 975.35 30356 GND 973.43 30357 GND 970.64 30358 GND 968.24 30359 GND 972.43 30360 GND 972.02 30361 GND 967.97 30362 GND 965.10 30363 GND 962.84 30364 GND 961.05 30365 GND 960.82 30366 GND 959.97 30367 GND 959.39 30368 GND 957.46 30369 GND 955.67 30370 GND 958.00 30371 GND 959.22 30372 GND 959.66 30373 GND 959.56 30374 GND 959.82 30375 GND 960.74 30376 GND 962.39 30377 GND 964.35 30378 GND 966.98 30379 GND 963.60 30380 GND 961.58 30381 GND 959.91 30382 GND 958.70 30383 GND 958.49 30384 GND 959.82 30385 GND 960.29 30386 GND 959.25 30387 GND 956.24 30388 GND 956.11 30389 GND 958.67 30390 GND 961.54 30391 GND 960.65 30392 GND 958.16 30393 GND 957.4830394GND 959.21 30395 GND 961.0230396 GND 961.1430397GND 961.83 30398 GND 959.22 30399 GND 957.33 30400 GND 956.06 30401 GND 955.36 30402 GND 952.74 30403 GND 949.31 30404 GND 948.34 30405 GND 948.39 30406 GND 950.42 30407 GND 953.19 30408 GND 956.37 30409 GND 957.76 30410 GND 958.67 30411 GND 959.86 30412 GND 959.95 30413 GND 959.20 30414 GND 958.97 30415 GND 956.66 30416 GND 953.35 30417 GND 950.28 30418 GND 948.84 30419 GND 948.70 30420 GND 950.36 30421 GND 953.21 30422 GND 956.42 30423 GND 957.79 30424 GND 957.26 30425 GND 957.32 30426 GND 957.52 30427 GND 957.22 30428 GND 956.79 30429 GND 956.42 30430 GND 956.75 30431 GND 955.08 30432 GND 952.28 30433 GND 950.20 30434 GND 949.22 30435 GND 949.97 30436 GND 951.71 30437 GND 953.71 30438 GND 954.91 30439 GND 956.60 30440 GND 957.79 30441 GND 958.63 30442 GND 961.29 30443 GND 959.46 30444 GND 956.97 30445 GND 954.40 30446 GND 951.67 30447 GND 950.45 30448 GND 951.82 30449 GND 953.22 30450 GND 953.61 30451 GND 953.82 30452 GND 953.97 30453 GND 954.61 30454 GND 955.89 30455 GND 955.02 30456 GND 955.54 30457 GND 956.91 30458 GND 958.09 30459 GND 960.02 30460 GND 958.34 30461 GND 956.22 30462 GND 954.26 35000 GND 949.63 35001 GND 950.12 35002 GND 955.40 35003 GND 963.72 35004 GND 964.05 35005 GND 957.92 35006 GND 951.34 35007 VLN B 949.58 35008 VLN 949.33 35009 VLN 949.33 35010 VLN 950.44 35011 VLN 950.93 35012 VLN GND 947.60 35013 VLN GND 945.02 35014 GND 948.29 35015 GND 952.58 35017 GND 957.43 35018 GND 963.59 35019 GND 964.28 35020 GND 958.56 35021 GND 952.85 35022 VLN GND 951.01 35023 VLN GND 951.14 35024 VLN GND 951.60 35025 VLN GND 952.70 35026 VLN GND 952.22 35027 VLN GND 952.91 35028 VLN E J40865 955.39 35029 GND 955.03 35030 GND 954.22 35031 GND 957.52 35032 GND 957.69 35033 GND 956.56 35034 GND 956.99 35035 GND 960.15 35036 GND 964.53 35037 GND 964.98 35038 GND 962.15 35039 GND 960.4935040 GND 960.10 35041 GND 962.19 35042 GND 963.25 35043 GND 963.31 35044 GND 964.62 35045 GND 964.39 35046 GND 964.80 35047 GND 961.09 35048 GND 956.25 35049 GND 953.9735050 GND 953.29 35051 GND 948.29 35052 GND 945.43 35053 RIP B 946.8135054 RIP 945.15 35055 RIP 944.7935056RIP 944.45 35057 RIP 945.13 35058 RIP 945.00 35059 RIP 945.20 35060 RIP 944.92 35061 RIP 947.13 35062 RIP 948.77 35063 RIP F 948.0635069 GND 945.20 35070 GND 946.70 35071 GND 948.40 35072 GND 949.31 35073 GND 948.00 35074 GND 945.28 35075 WTR B 6' WIDE 943.78 35076 WTR 6' WIDE 942.47 35077 WTR 5' WIDE 941.53 35078 GND 944.84 35079 GND 949.31 35080 GND 950.00 35081 GND 948.67 35082 GND 944.18 35083 WTR 4' WIDE 941.73 35084 WTR 4' WIDE 941.2435085 WTR 4' WIDE 941.2635086 WTR 4' WIDE 941.2035087 WTR 4' WIDE 941.1935088 WTR 4' WIDE 940.70 35089 WTR 4' WIDE 940.70 35090 WTR 4' WIDE 939.35 35092 WTR 4' WIDE 938.73 35093 WTR 8' WIDE 938.28 35094 WTR 8' WIDE 938.28 35095 WTR 8' WIDE 938.3835096 WTR 8' WIDE 937.0635097 WTR 6' WIDE 937.34 35098 WTR 4' WIDE 936.56 35099 WTR 3' WIDE 944.30 35100 WTR E 3' WIDE 935.78 35101 GND 945.62 35102 GND 943.13 35103 GND 944.8735104 GND 947.69 35105 GND 945.84 35106 GND 943.20 35107 GND 941.12 35108 GND 944.73 35109 GND 943.10 35110 GND 943.34 35111 GND 940.98 45415 CON B J45417 950.78 45417 CON B 953.82 45418 CON1 B 953.8245419CON1 954.06 45420 CON1 E 954.94 45421 CON1 B 954.94 45422 CGB B J45421 954.96 45427 CON1 954.17 45428 CON 954.06 45524 CON1 B J45418 950.83 45526 GND 952.40 45529 ETR.C B 945.86 45530 ETR.C 945.90 45531 ETR.C 945.99 45532 ETR.C F 945.90 45533 VLN B J41063 945.95 45534 VLN 948.90 45536 VLN 948.79 45537 VLN 949.54 45538 VLN 949.28 45539 GND 949.16 45540 GND 946.97 45541 GND 949.17 45542 GND 947.45 45543 GND 945.47 45544 GND 945.97 45545 GND 944.86 45546 GND 946.21 45547 GND 947.97 45548 GND 948.34 45549 GND 947.30 45550 GND 949.12 45551 GND 945.80 45552 GND 945.49 45553 GND 945.08 45554 GND 944.16 45555 GND 943.86 45556 GND 944.07 45557 GND 944.3245558 GND 945.57 45559 GND 949.84 26 TRAV 937.88 40882 TRAV NAIL 924.44 45416 TRAV NAIL 953.86 45525 TRAV NAIL 947.15 45535 TRAV NAIL 948.30 444444444444888888888888888888888888888888888888888888888888NOPARKINGNO PARKING NO PARKING PROPOSED BUILDING LOWER LEVEL=952.50 LEVEL 1=974.50 PROPOSED BUILDING FFE=952.50 COLD STORAGE BUILDING FFE=952.50 COLD STORAGE BUILDING FFE=952.50 COLD STORAGE BUILDING FFE=952.50 951 951 952 952 952 953 954 955954955954956957958 960961962961962963 960959961962963955953954956957958960956957958959961962963964960959961962960958959961962963964965961962963964965964960958959961962 963951952955953954 956 9559 5 2 9 5 3 95495495 4 95695 5 953 95 4 970 971 972 973 974 967 968 969 952953954955960965954956957958959961962963964966967968 960956 957958959 952951952952952952960 965 958 959 961 962 963 964 966 967 968 969 965961962963964966955960956957958959961962970 971 972 973 951952951952952 9519 5 1 95 2 952 96 0965 970 95795 8 95 996 1 9 6 2 9639649669679689699 7 1 9 7 2 9 7 3974 965966967968970 975 966967968969 971972973974 976977978979 970975969971972973974976977978 945 950 955 960 965 943944 946 947948949 951952953954 956957958959 961 962 963 964 94 0 9 4 5 9 419429439 4 4 9 4 6 9359 4 0 93393493 6 9 3 7 9 3 8 9 3 9 9 41942 945950943944946947948949951940945941942943944946945942943944946935940933934936937938939941945950942943944946947948949951952945 942 943 94494694594 3944946 8 88940938939941942930935931932933934936937938939 95488888951952955 95 6 95 7 955956957958955955956955 953 954956972973974952 8884444950 947 948949 951952953 951ACTIVITIES MUST BE CONDUCTED SO AS TO MINIMIZE THE POTENTIAL OF AQUATIC INVASIVE SPECIES TO THE MAXIMUM EXTENT POSSIBLE WALL 1 WALL 2 WALL 3 EXISTING WETLAND EXISTING 100-YR HWL:955.38 PROPOSED 100-YR HWL:955.36 EXISTING FLOOD ELEVATION: 946' AS PROVIDED BY RPBCWD FOR NORTH PORTION OF CREEK) EXISTING FLOOD ELEVATION: 929' AS PROVIDED BY RPBCWD FOR CENTER PORTION OF CREEK) EXISTING FLOOD ELEVATION: 924' AS PROVIDED BY RPBCWD FOR SOUTH PORTION OF CREEK) ACTIVITIES MUST BE CONDUCTED SO AS TO MINIMIZE THE POTENTIAL OF AQUATIC INVASIVE SPECIES TO THE MAXIMUM EXTENT POSSIBLE ACTIVITIES MUST BE CONDUCTED SO AS TO MINIMIZE THE POTENTIAL OF AQUATIC INVASIVE SPECIES TO THE MAXIMUM EXTENT POSSIBLE NURP POND SEE DETAIL NURP POND SEE DETAIL WEIR OVERFLOW 10' INV= 946.00 WEIR OVERFLOW 10' INV= 946.00 WALL 4 AREA TO BE OVER-EXCAVATED PRIOR TO RIP-RAP INSTALLATION. NO FILL TO BE PLACED WITHIN 100-YEAR FLOODPLAIN. AREA TO BE OVER-EXCAVATED PRIOR TO RIP-RAP INSTALLATION. NO FILL TO BE PLACED WITHIN 100-YEAR FLOODPLAIN. 12' WIDE MAINTENANCE BERM 12' WIDE MAINTENANCE BERM NORTH POND TOP OF BERM= 946.50 EOF= 946.00 NWL= 943.00 BOT= 933.00 HWL= 945.88 SOUTH POND TOP OF BERM= 946.50 EOF= 946.00 NWL= 942.00 BOT= 933.00 HWL= 944.40 N SCALE IN FEET 0 50 100 NORTH KEY PLAN DRAWING NUMBER DRAWING TITLE CLIENT 4201 cedar avenue so. - minneapolis, MN 55407 tel. (612) 904-1332 - fax (612) 904-7366 NOT F O R C O N S T R U C TI O N PROJECT NUMBER 21602.0A REVISION DATE DESCRIPTION BY 1891 Arboretum Boulevard Chanhassen, MN 55317 Xcel Energy Service Center Chanhassen Title: Zachary B. Moen - PE Registration Number: 58688 Date: XX/XX/XXXX By: Title: Professional Engineer I hereby certify that this drawing was prepared by me or under my direct supervision and that I am a duly licensed Professional Engineer under the laws of the State of Minnesota. LOUCKS PROJECT NO. 21602 10/25/2022 WATERSHED SUBMITTAL 11/16/2022 TEP SUBMITTAL 11/16/2022 SCHEMATIC DESIGN PACKAGE 12/05/2022 SD PACKAGE ADDENDUM 01/12/2023 CITY SUBMISSION C3.0 GRADING PLAN OVERALL NOTE: EXISTING CONDITIONS INFORMATION SHOWN IS FROM AN ALTA/NSPS LAND TITLE SURVEY PREPARED BY LOUCKS, DATED 03/24/2022. PARKING STALL COUNT ACCESSIBLE PARKING STALL 2 LEGEND CATCH BASIN STORM SEWER SANITARY SEWER WATERMAIN STORM MANHOLE SANITARY MANHOLE HYDRANT GATE VALVE SPOT ELEVATION SIGN LIGHT POLE POWER POLE WATER MANHOLE / WELL CONTOUR CONCRETE CURB UNDERGROUND ELECTRIC CONCRETE TELEPHONE PEDESTAL UNDERGROUND TELEPHONE UNDERGROUND GAS OVERHEAD UTILITY CHAIN LINK FENCE BUILDING RETAINING WALL NO PARKING UNDERGROUND FIBER OPTIC SANITARY SEWER SERVICE WATER SERVICE ELECTRIC METER GAS METER TREE LINE EXISTING PROPOSED 972 DRAINTILE FORCEMAIN 373PARKING SETBACK LINE BUILDING SETBACK LINE 2 FENCE FLARED END SECTION POST INDICATOR VALVE BENCHMARK SOIL BORING 3DIRECTION OF FLOW 1.0% 972.5 Gopher State One Call WARNING: THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND / OR RELOCATION OF LINES. THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. 1.SPOT ELEVATIONS REPRESENT FINISHED SURFACE GRADES, GUTTER/FLOW LINE, FACE OF BUILDING, OR EDGE OF PAVEMENT UNLESS OTHERWISE NOTED. 2.ALL ACCESSIBLE ROUTES SHALL BE CONSTRUCTED WITH A CROSS SLOPE NOT EXCEEDING 2% AND A RUNNING SLOPE NOT EXCEEDING 5%. 3.AT TURNING POINTS ALONG THE ACCESSIBLE ROUTE THE PAVEMENT SHALL NOT EXCEED 2% IN ANY DIRECTION FOR AN AREA 60" IN DIAMETER. 4.ALL PUBLIC SIDEWALKS SHALL BE CONSTRUCTED WITH A CROSS SLOPE NOT EXCEEDING 2% AND A RUNNING SLOPE NOT EXCEEDING 5%. 5.CATCH BASINS AND MANHOLES IN PAVED AREAS SHALL BE SUMPED 0.04 FEET. ALL CATCH BASINS IN GUTTERS SHALL BE SUMPED 0.16 FEET. RIM ELEVATIONS SHOWN ON PLANS DO NOT REFLECT SUMPED ELEVATIONS. 6.REFER TO GEOTECHNICAL EVALUATION REPORT BY BRAUN INTERTEC FOR AN EXISTING SUBSURFACE SITE CONDITION ANALYSIS AND CONSTRUCTION RECOMMENDATIONS INCLUDING BUT NOT LIMITED TO: A.REUSE OF ON-SITE SOILS B.GROUNDWATER AND RECOMMENDATIONS FOR EXCAVATION DEWATERING. C.SITE GRADING AND SUBGRADE PREPARATION. D.PAVEMENTS AND EXTERIOR SLABS. E.TRENCH EXCAVATION AND BACKFILL. F.EXTERIOR UTILITY SUPPORTS. G.FROST PROTECTION. 7.CITY AND WATERSHED SHALL BE NOTIFIED AT LEAST 24 HOURS PRIOR TO CONSTRUCTION OF STORMWATER BMPS. 8.ALL DISTURBED UNPAVED AREAS ARE TO RECEIVE MINIMUM OF 6 INCHES OF TOP SOIL AND SEED/MULCH OR SOD. THESE AREAS SHALL BE WATERED/MAINTAINED BY THE CONTRACTOR UNTIL VEGETATION IS ESTABLISHED. REFER TO THE LANDSCAPE PLANS, DETAILS AND SPECIFICATIONS FOR FINAL SITE STABILIZATION. 9.FOR SITE RETAINING WALLS "TW" EQUALS SURFACE GRADE AT TOP FACE OF WALL (NOT TOP OF WALL) AND "BW" EQUALS SURFACE GRADE AT BOTTOM FACE OF WALL (NOT BOTTOM OF BURIED WALL COURSES). 10.FOR SITE STAIRS, "TS" EQUALS SURFACE ELEVATION AT TOP OF STAIRS AND "BS" EQUALS SURFACE ELEVATION AT BOTTOM OF STAIRS. REFER TO SITE PLAN FOR NUMBER OF RISERS AND RISER HEIGHT. 11.STREETS MUST BE CLEANED AND SWEPT WHENEVER TRACKING OF SEDIMENTS OCCURS AND BEFORE SITES ARE LEFT IDLE FOR WEEKENDS AND HOLIDAYS. A REGULAR SWEEPING SCHEDULE MUST BE ESTABLISHED. 12.DUST MUST BE ADEQUATELY CONTROLLED. 13.SEE SWPPP FOR ADDITIONAL EROSION CONTROL NOTES AND REQUIREMENTS. 14.SEE UTILITY PLAN FOR WATERMAIN, STORM SEWER, AND SANITARY SEWER INFORMATION. 15.SEE SITE PLAN FOR CURB AND BITUMINOUS TAPER LOCATIONS. 16.REFERENCE ARCHITECTURAL AND STRUCTURAL DRAWINGS FOR BUILDING ELEVATIONS. 17.THE CONTRACTOR ALONG WITH THE OWNER SHALL OBTAIN ALL NECESSARY PERMITS AND APPROVALS FROM GOVERNING AUTHORITIES, INCLUDING ANY CITY PERMITS AND THE NPDES PERMIT. 18.INSTALL EROSION CONTROL AND TREE PROTECTION MEASURES BEFORE BEGINNING SITE GRADING ACTIVITIES. SOME EROSION CONTROLS SUCH AS BALE CHECKS AND TEMPORARY SILT PONDS MAY BE INSTALLED AS GRADING OCCURS IN SPECIFIC AREAS. MAINTAIN EROSION CONTROLS THROUGHOUT THE GRADING PROCESS AND REMOVE WHEN TURF HAS BEEN ESTABLISHED. 19.CONTRACTOR SHALL PROVIDE AS-BUILT INFORMATION OF GRADING ACTIVITIES AS NEEDED PER APPLICABLE PERMIT REQUIREMENTS AND/OR DEVELOPMENT AGREEMENTS. GRADING NOTES 695941 3506 5 STC 3 0 R C P 945.1 5 3506 8 STC 1 2 R C P 944.0 3 45234 GND 952.60 45235 GND 952.57 45236 GND 949.29 45237 GND 948.20 45238 VLN1 946.49 45239 GND 949.63 45240 GND 950.50 45241 VLN1 949.24 45242 GND 952.49 45244 GND 954.25 45246 GND 953.22 45247 GND 953.37 45248 GND 953.04 45249 GND 953.37 45375 GND 952.88 45376 GND 951.80 45406 GND 953.04 45407 GND 951.68 45408 GND 950.44 45409 GND 951.55 45410 GND 950.94 45411 VLN1 950.05 40357 GND 964.61 40358 GND 963.20 40359 GND 961.67 40360 GND 961.20 40361 GND 959.85 40362 GND 958.88 40363 GND 957.58 40365 GND 957.21 40366 GND 958.31 40367 GND 957.42 40368 GND 957.43 40369 GND 955.96 40370 GND 954.74 40371 GND 953.92 40372 GND 953.18 40373 GND 953.07 40382 GND 953.91 40383 GND 954.57 40384 GND 954.67 40385 GND 955.55 40386 GND 956.04 40387 GND 952.86 40389 GND 952.37 40391 GND 951.52 40394 GND 950.75 40397 GND 949.59 40399 GND 949.86 40400 GND 949.29 40404 GND 950.02 40412 GND 953.20 40413 VLN B J30339 953.46 40415 GND 953.12 40417 GND 953.92 40418 GND 953.59 40419 VLN 954.23 40422 VLN E GDEN B 954.03 40423 GDEN 954.45 40426 GDEN 956.17 40427 GND 957.23 40428 GND 958.34 40429 GND 955.32 40430 GND 957.68 40431 GND 954.79 40432 GND 953.52 40433 GND 953.08 40434 GND 952.74 40435 GND 953.96 40436 GND 959.07 40437 GDEN 959.17 40438 GDEN 962.86 40439 GND 965.48 40442 GND 967.87 40444 GDEN 965.39 40445 GND 963.78 40447 OHU E J40446 955.52 40450 GND 969.88 40451 GND 967.09 40452 GDEN 964.25 40453 GDEN 964.53 40454 GND 966.81 40455 GDEN 968.43 40456 GDEN 971.87 40457 GND 972.26 40458 GND 967.92 40459 GND 968.70 40460 GND 975.7440461 GDEN 975.99 40462 GND 978.10 40463 GND 969.32 40464 GND 977.50 40465 GND 979.5840466 GDEN 979.70 40467 GND 979.54 40468 GND 977.48 40469 GDEN 977.39 40470 GND 978.18 40472 GND 979.51 40473 GND 970.69 40474 GND 970.60 40475 GND 970.25 40476 GND 976.09 40477 GDEN 975.60 40478 GDEN 974.01 40479 GDEN 972.52 40481 GND 970.93 40482 VLN B 969.60 40483 VLN GND 970.78 40484 GND 970.97 40485 VLN 969.08 40486 GND 969.57 40487 GDEN E VLN 971.28 40488 VLN 969.23 40489 GND 968.34 40490 VLN 967.32 40491 VLN 966.88 40492 GND 965.63 40493 GND 970.84 40494 VLN 962.76 40495 GND 961.41 40496 GND 958.23 40497 VLN 957.13 40498 GND 955.79 40499 VLN 955.41 40500 GND 954.67 40501 GND 952.11 40502 VLN 950.44 40503 VLN 947.79 40504 GND 947.95 40505 VLN 947.57 40506 GND 946.58 40507 GND 947.59 40508 GND 947.47 40509 VLN 948.02 40510 GND 947.50 40511 GND 947.95 40512 GND 948.10 40513 GND 948.09 40514 GND 948.10 40515 VLN E J30327 GDEN E J30328 947.88 40516 GND 948.39 40517 GND 948.73 40518 GND 948.57 40519 VLN E J30327 948.50 40583 VLN1 949.14 40584 GND 948.93 40585 VLN1 E J40519 948.43 40586 GND 949.09 40587 GND 948.88 40588 GND 947.98 40589 GND 948.04 40590 GND 947.46 40591 GND 947.33 40592 GND 947.2540593GND 945.53 40594 GND 945.57 40598 GND 944.37 40599 GND 944.8340600 GND 944.63 40601 GND 944.42 40602 GND 944.38 40603 GND 944.08 40604 GND 943.60 40605 GND 943.46 40606 GND 942.69 40607 GND 943.34 40608 GND 942.35 40609 WTR B 3' WIDE CTRLN 938.78 40631 GND 966.47 40633 GND 967.28 40634 GND 968.66 40635 GND 970.14 40636 GND 968.66 40637 VLN B J40482 967.85 40638 VLN 965.63 40639 GND 965.82 40640 GND 967.04 40641 GND 967.52 40642 GND 966.20 40644 GND 966.75 40645 GND 964.44 40646 GND 963.72 40647 VLN 964.41 40648 VLN 962.39 40649 VLN 959.62 40650 GND 958.80 40651 GND 957.50 40652 VLN 957.48 40653 GND 960.90 40654 GND 960.58 40655 GND 964.59 40656 GND 965.90 40657 GND 968.92 40658 GND 965.99 40659 GND 968.34 40660 GND 964.90 40661 GND 964.26 40662 GND 957.92 40663 GND 964.21 40664 GND 968.77 40665 GND 964.85 40666 GND 960.01 40667 GND 956.70 40668 VLN 956.25 40669 GND 956.37 40670 GND 958.73 40671 VLN 962.42 40672 GND 964.08 40673 GND 965.33 40674 GND 966.97 40675 GND 960.8740676GND 961.54 40677 GND 960.46 40678 GND 956.81 40679 GND 953.00 40680 GND 952.42 40681 VLN 952.84 40682 GND 952.5140683 GND 952.14 40684 GND 958.64 40685 GND 961.18 40686 GND 960.79 40687 GND 955.77 40688 GND 953.95 40689 GND 955.0240690 GND 954.48 40691 GND 958.55 40692 GND 962.46 40693 GND 965.27 40694 GND 965.30 40695 GND 966.03 40696 GND 965.89 40697 GND 965.11 40698 GND 952.22 40699 GND 950.82 40700 GND 949.34 40701 GND 950.94 40702 GND 949.54 40703 VLN 950.80 40704 GND 952.09 40705 VLN 946.28 40706 GND 947.16 40707 GND 947.17 40708 GND 944.51 40709 VLN 943.80 40710 GND 942.32 40711 GND 943.91 40712 VLN 943.85 40713 GND 943.51 40714 GND 944.29 40715 VLN 944.34 40716 VLN 942.68 40717 GND 942.54 40718 GND 942.20 40719 GND 940.81 40722 GND 939.12 40739 GND 939.77 40740 GND 941.87 40743 40744 GND 40745 GND 936.91 40746 GND 935.44 40747 GND 932.3140748 GND 930.2240749 WTR1 927.78 40750 GND 929.61 40751 GND 936.28 40752 GND 940.44 40753 GND 942.82 40754 VLN 939.71 40755 VLN 938.53 40756 GND 940.98 40757 GND 935.62 40758 GND 930.54 40759 WTR1 928.90 40760 WTR1 928.98 40761 GND 931.17 40762 GND 935.92 40763 GND 931.51 40764 VLN 932.49 40765 WTR1 929.41 40766 WTR1 929.59 40767 GND 930.76 40768 GND 930.82 40769 WTR1 929.9640770GND 931.26 40771 GND 931.54 40772 GND 931.90 40773 WTR1 930.20 40774 GND 932.12 40775 WTR1 931.00 40776 GND 932.23 40777 GND 934.60 40778 GND 932.6940779 WTR1 2' 931.7840780 GND 935.10 40781 GND 934.0240782VLN 934.16 40783 GND 935.72 40784 WTR1 E 3' 932.12 40785 GND 935.27 40786 GND 935.82 40787 VLN 936.20 40788 GND 938.66 40789 GND 940.37 40790 VLN 940.37 40791 VLN 941.08 40792 GND 941.34 40793 GND 942.79 40794 VLN 943.76 40795 GND 944.41 40796 GND 942.22 40797 GND 941.93 40798 GND 944.56 40799 GND 947.25 40800 GND 946.51 40801 GND 943.95 40802 VLN 945.86 40803 GND 946.69 40804 VLN 944.72 40805 GND 943.63 40806 GND 944.32 40807 VLN 945.14 40808 GND 944.99 40809 VLN 946.90 40810 GND 944.31 40811 GND 943.24 40812 GND 942.44 40813 GND 942.92 40814 GND 941.15 40815 GND 940.51 40816 GND 938.15 40817 GND 938.08 40818 GND 938.48 40819 GND 932.27 40820 GND 932.53 40821 GND 931.53 40822 GND 930.86 40823 GND 935.53 40824 GND 937.70 40825 GND 936.73 40826 GND 937.70 40827 GND 938.48 40828 GND 939.12 40829 GND 939.74 40830 GND 941.80 40831 GND 940.08 40832 GND 943.23 40833 GND 941.42 40834 GND 940.05 40835 GND 938.89 40836 GND 937.56 40837 GND 939.46 40838 GND 939.97 40839 GND 941.22 40840 GND 940.42 40841 GND 939.87 40842 GND 939.70 40843 GND 939.30 40844 GND 940.36 40845 GND 940.87 40846 GND 941.07 40847 GND 942.13 40848 GND 941.8740849 GND 941.68 40850 VLN 949.08 40851 GND 950.11 40852 GND 953.34 40853 GND 953.07 40854 VLN 952.61 40855 GND 952.75 40856 GND 951.24 40857 GND 951.65 40858 VLN 951.83 40859 GND 952.61 40860 GND 957.96 40861 GND 953.43 40862 GND 953.10 40863 GND 954.14 40864 VLN 952.32 40865 VLN 955.91 40866 GND 955.66 40867 GND 957.11 40868 GND 959.17 40869 GND 960.16 40870 GND 960.24 40871 GND 956.14 40872 VLN 957.43 40873 VLN 965.06 40874 GND 962.93 40875 GND 959.79 40876 GND 963.16 40877 GND 963.31 40878 VLN 964.42 40879 VLN 964.95 40880 VLN E 965.47 41049 GND 945.55 41050 GND 943.72 41051 GND 941.44 41052 GND 943.28 41053 GND 945.28 41054 GND 942.43 41055 GND 939.84 41056 GND 940.29 41057 GND 940.64 41058 GND 942.19 41059 GND 943.74 41060 GND 945.14 41061 GND 943.24 VLN J45411 41064 GND 946.07 41065 GND 941.05 41066 GND 941.27 41067 GND 946.45 41068 GND 946.16 41069 GND 946.13 41070 GND 947.26 41071 GND 949.01 41072 GND 949.48 41073 GND 946.53 41074 GND 951.52 41075 GND 948.40 41076 GND 952.21 41077 GND 944.53 41078 GND 944.55 41079 GND 939.47 41080 GND 937.63 41089 GND 938.78 41090 GND 944.23 41091 GND 936.54 41092 GND 934.42 41093 GND 940.14 41094 GND 937.91 41095 GND 938.55 41096 GND 938.86 41097 GND 938.70 41098 GND 939.51 41099 GND 938.91 41100 GND 942.27 41101 GND 931.83 41102 GND 932.53 41103 GND 938.26 40374 WET B 2-1 955.03 40375 WET 2-2 954.4240376 WET 2-3 954.23 40377 WET 2-4 953.88 40378 WET 2-5 952.70 40379 WET 2-6 952.94 40380 WET 2-7 952.77 40381 WET 2-8 952.64 40388 WET 2-9 951.90 40390 WET 2-10 951.15 40392 WET 2-11 950.84 40393 WET 2-13 950.15 40395 WET 2-14 949.50 40396 WET 2-15 949.25 40398 WET 2-16 948.75 40401 WET 2-17 948.57 40402 WET 2-18 948.54 40403 WET 2-19 948.90 40405 WET 2-20 949.26 40406 WET 2-21 949.64 40407 WET 2-22 949.90 40408 WET 2-23 950.64 40409 WET 2-24 950.41 40410 WET 2-25 950.79 40411 WET 2-26 951.87 40414 WET 2-27 952.56 40416 WET 2-28 952.55 40420 WET 2-29 952.91 40421 WET 2-30 953.42 40424 WET 2-31 953.49 40425 WET 2-32 953.78 41123 WET 2-33 953.86 41124 WET 2-34 954.22 41125 WET 2-35 954.99 41126 WET E 2-36 955.59 41127 GND 954.16 41148 GND 952.44 41149 GND 949.46 41150 GND 948.58 41151 GND 946.24 41152 GND 936.64 41153 WTR B J40784 934.96 41154 GND 937.04 41155 GND 937.62 41156 GND 941.54 41157 WTR E J35100 935.81 41158 GND 937.34 41159 GND 937.33 41160 GND 942.01 41161 GND 942.79 41162 GND 942.97 41163 GND 943.60 41164 GND 943.92 41165 GND 946.29 41166 GND 945.82 41167 GND 944.02 41168 GND 945.65 41169 GND 944.02 41170 GND 949.60 41171 GND 949.07 41172 GND 937.30 41173 GND 941.71 946.06 41175 GND 945.60 30096 GND 951.31 30122 GND 30123 GND 950.37 30124 GND 949.12 30125 GND 950.84 30150 GND 951.07 30151 GND 949.26 30152 GND 949.63 30153 GND 949.79 30154 GND 950.96 30179 30180 GND 950.58 30181 GND 950.96 30182 GND 950.84 30183 GND 951.36 30184 GND 952.14 30185 GND 952.20 30186 GND 951.84 30212 GND 953.92 30213 GND 953.54 30214 GND 952.65 30215 GND 951.59 30216 GND 952.22 30217 GND 953.42 30218 GND 954.06 30219 GND 954.16 30220 GND 953.88 30221 GND 954.59 30222 GND 955.59 30223 GND 955.96 30224 GND 956.17 30225 GND 957.22 30226 GND 959.24 30227 GND 961.09 30228 GND 961.7830233 GND 960.57 30234 GND 959.42 30235 GND 956.94 30236 GND 955.58 30237 GND 954.65 30238 GND 954.89 30239 GND 955.37 30240 GND 954.14 30241 GND 953.46 30242 GND 953.82 30243 GND 954.78 30244 GND 955.91 30245 GND 958.14 30246 GND 958.70 30251 GND 956.04 30252 GND 955.98 30253 GND 954.78 30254 GND 953.76 30255 GND 952.73 30304 VLN 963.05 30305 VLN 962.44 30306 VLN 960.14 30307 VLN 958.38 30308 VLN 957.72 30309 VLN 957.00 30310 VLN 956.48 30311 VLN 956.31 30312 VLN 955.34 30313 VLN 954.04 30314 VLN 953.41 30315 VLN E 952.77 30316 GDEN1 B J30315 952.58 30317 GDEN1 952.65 30318 GDEN1 952.50 30319 GDEN1 952.43 30320 GDEN1 951.64 30321 GDEN1 950.91 30322 GDEN1 950.66 30323 GDEN1 949.98 30324 GDEN1 949.58 30325 GDEN1 949.08 30326 GDEN1 948.86 30327 GDEN1 E VLN B 948.76 30328 GDEN2 B 947.98 30329 GDEN2 948.24 30330 GDEN2 948.68 30331 GDEN2 948.99 30332 GDEN2 949.19 30333 GDEN2 950.11 30334 GDEN2 951.01 30335 GDEN2 951.50 30336 GDEN2 952.35 30337 GDEN2 952.15 30338 GDEN2 952.90 30339 GDEN2 E B VLN1 952.82 30340 GND 953.68 30341 GND 954.57 30342 GND 954.95 30343 GND 954.93 30344 GND 955.22 30345 GND 957.95 30346 GND 960.7630347 GND 961.73 30348 GND 962.27 30349 GND 964.90 30350 GND 968.2530351 GND 971.0430352 GND 974.1230353GND 977.42 30354 GND 977.94 30355 GND 975.35 30356 GND 973.43 30357 GND 970.64 30358 GND 968.24 30359 GND 972.43 30360 GND 972.02 30361 GND 967.97 30362 GND 965.10 30363 GND 962.84 30364 GND 961.05 30365 GND 960.82 30366 GND 959.97 30367 GND 959.39 30368 GND 957.46 30369 GND 955.67 30370 GND 958.00 30371 GND 959.22 30372 GND 959.66 30373 GND 959.56 30374 GND 959.8230375 GND 960.7430376GND 962.3930377 GND 964.35 30378 GND 966.98 30379 GND 963.60 30380 GND 961.58 30381 GND 959.91 30382 GND 958.70 30383 GND 958.49 30384 GND 959.82 30385 GND 960.29 30386 GND 959.25 30387 GND 956.24 30388 GND 956.11 30389 GND 958.67 30390 GND 961.5430391GND 960.65 30392 GND 958.16 30393 GND 957.4830394 GND 959.2130395GND 961.02 30396 GND 961.1430397 GND 961.83 30398 GND 959.22 30399 GND 957.33 30400 GND 956.06 30401 GND 955.36 30402 GND 952.74 30403 GND 949.31 30404 GND 948.34 30405 GND 948.39 30406 GND 950.42 30407 GND 953.19 30408 GND 956.37 30409 GND 957.76 30410 GND 958.67 30411 GND 959.86 30412 GND 959.95 30413 GND 959.20 30414 GND 958.97 30415 GND 956.66 30416 GND 953.35 30417 GND 950.28 30418 GND 948.84 30419 GND 948.70 30420 GND 950.36 30421 GND 953.21 30422 GND 956.42 30423 GND 957.79 30424 GND 957.26 30425 GND 957.32 30426 GND 957.52 30427 GND 957.22 30428 GND 956.79 30429 GND 956.42 30430 GND 956.75 30431 GND 955.08 30432 GND 952.28 30433 GND 950.20 30434 GND 949.22 30435 GND 949.97 30436 GND 951.71 30437 GND 953.71 30438 GND 954.91 30439 GND 956.60 30440 GND 957.79 30441 GND 958.63 30442 GND 961.29 30443 GND 959.46 30444 GND 956.97 30445 GND 954.40 30446 GND 951.67 30447 GND 950.45 30448 GND 951.82 30449 GND 953.22 30450 GND 953.61 30451 GND 953.82 30452 GND 953.97 30453 GND 954.61 30454 GND 955.89 30455 GND 955.02 30456 GND 955.54 30457 GND 956.91 30458 GND 958.09 30459 GND 960.02 30460 GND 958.34 30461 GND 956.22 30462 GND 954.26 35004 GND 964.05 35005 GND 957.92 35006 GND 951.34 35010 VLN 950.44 35011 VLN 950.93 35012 VLN GND 947.60 35013 VLN GND 945.02 35014 GND 948.29 35015 GND 952.58 35017 GND 957.43 35018 GND 963.59 35019 GND 964.28 35020 GND 958.56 35021 GND 952.85 35022 VLN GND 951.01 35023 VLN GND 951.14 35024 VLN GND 951.60 35025 VLN GND 952.70 35026 VLN GND 952.22 35027 VLN GND 952.91 35028 VLN E J40865 955.39 35029 GND 955.03 35030 GND 954.22 35031 GND 957.52 35032 GND 957.69 35033 GND 956.56 35034 GND 956.99 35035 GND 960.15 35036 GND 964.53 35037 GND 964.98 35038 GND 962.15 35039 GND 960.49 35040 GND 960.10 35041 GND 962.19 35042 GND 963.25 35043 GND 963.31 35044 GND 964.62 35045 GND 964.39 35046 GND 964.80 35047 GND 961.09 35048 GND 956.25 35049 GND 953.97 35050 GND 953.29 35051 GND 948.29 35052 GND 945.43 35053 RIP B 946.81 35054 RIP 945.15 35055 RIP 944.7935056 RIP 944.45 35057 RIP 945.13 35058 RIP 945.00 35059 RIP 945.20 35060 RIP 944.92 35061 RIP 947.13 35062 RIP 948.77 35063 RIP F 948.06 35069 GND 945.20 35070 GND 946.70 35071 GND 948.40 35072 GND 949.31 35073 GND 948.00 35074 GND 945.28 35075 WTR B 6' WIDE 943.78 35076 WTR 6' WIDE 942.47 35077 WTR 5' WIDE 941.53 35078 GND 944.84 35079 GND 949.31 35080 GND 950.00 35081 GND 948.67 35082 GND 944.18 35083 WTR 4' WIDE 941.73 35084 WTR 4' WIDE 941.24 35085 WTR 4' WIDE 941.26 35086 WTR 4' WIDE 941.20 35087 WTR 4' WIDE 941.19 35088 WTR 4' WIDE 940.70 35089 WTR 4' WIDE 940.70 35090 WTR 4' WIDE 939.35 35092 WTR 4' WIDE 938.73 35093 WTR 8' WIDE 938.28 35094 WTR 8' WIDE 938.28 35095 WTR 8' WIDE 938.38 35096 WTR 8' WIDE 937.06 35097 WTR 6' WIDE 937.34 35098 WTR 4' WIDE 936.56 35099 WTR 3' WIDE 944.30 35100 WTR E 3' WIDE 935.78 35101 GND 945.62 35102 GND 943.13 35103 GND 944.8735104 GND 947.69 35105 GND 945.84 35106 GND 943.20 35107 GND 941.12 35108 GND 944.73 35109 GND 943.10 35110 GND 943.34 35111 GND 940.98 VLN B J41063 945.95 45540 GND 946.97 45542 GND 947.45 45543 GND 945.47 45544 GND 945.97 45545 GND 944.86 45546 GND 946.21 45547 GND 947.97 45548 GND 948.34 45549 GND 947.30 45550 GND 949.12 45551 GND 945.80 45552 GND 945.49 45553 GND 945.08 45554 GND 944.16 45555 GND 943.86 45556 GND 944.07 45557 GND 944.32 45558 GND 945.57 4444444444888888888888888888888888888888888888888888888888888888 NOPARKINGNO PARKING NO PARKING PROPOSED BUILDING LOWER LEVEL=952.50 LEVEL 1=974.50 COLD STORAGE BUILDING FFE=952.50 952 956960958959961962963955953954 956 9559 5 2 9 5 3 95495495 4 95695 5 953 95 4 970 971 972 973 974 967 968 969 952953954955960965954956957958959961962963964966967968 960956 957958959 952951952960 965 958 959 961 962 963 964 966 967 968 969 965961962963964966955960956957958959961962970 971 972 973 951952952 9 5 1 95 2 952 96 0 965 970 95795 8 9 5 996 1 9 6 29639649669679689699 7 1 9 7 2 9 7 3974 965966967968970 975 966 967968969 971 972973974 976977978 979 970975969971972973974976977978 945 950 955 960 965 943 944 946 947 948 949 951 952 953 954 956 957 958 959 961 962 963 964 94 0 9 4 5 9419429439 4 4 9 4 6 9359 4 0 9339349 3 6 9 3 7 9 3 8 9 3 9 9 41942 9459509439449469479489499519459 4 3 9 44946 8 8 954888888888951952955 95 6 95 7 955956957958955955956955 953 954956972973974952 1.5%2.7% 1.5% 1. 7% 3.2% 3.9% 6.0% 1.5% 5.6 3.5% 3.5% 2.3% 1.0% 2.7% 1.5% 1.0%2. 3%2.5%1. 6%3. 0%2. 4%1. 5%1. 7%1. 3%2. 0%1. 0%51. 80 70. 52 69. 80 69. 4573.6773. 94 73. 32 72. 71 58. 54 54. 65 55. 52 52.06 52. 63 52. 44 52. 26 50. 81 50. 90 50. 18 49. 98 51. 2450.80 50.25 56.15 69.0469. 25 56.44 54. 16 53. 3251.5851. 58 50. 84 52. 09 52. 32 51. 33 51. 06 54. 2856.67 74.42 74.0274. 21 72. 71 72. 15 73. 88 55.9153.8452. 07 54. 81 55. 98 52. 90 51.97 52. 21 72. 91 73. 3473.6173. 61 56. 04 51. 77 55. 7652.19 52.76 52.76 52.5052.50 52.50 52.50 52.50 58.93 55.04 52.5052. 5052.50 52.50 52.50 52.5052. 50 52. 50 61. 00 58. 0058.0058. 0065.00 74.50 74.50 74.5074.50 73. 25 54. 0553.74 55.14 74.50 74.00 50.47 1.0% 1.6% 50.90 51.34 50.703. 0%52.50 1. 5%54.4654.6854. 06 55. 42 54. 85 56. 68 54. 82 55.41 55. 60 56.00 55. 95 57.05 57.46 58.00 57.57 58.29 70.79 69.7670.02 69.51 68. 92 69. 22 69. 24 70. 96 70. 53 71.57 71.09 ACTIVITIES MUST BE CONDUCTED SO AS TO MINIMIZE THE POTENTIAL OF AQUATIC INVASIVE SPECIES TO THE MAXIMUM EXTENT POSSIBLE WALL 1 WALL 2 WALL 3 EXISTING WETLAND EXISTING 100-YR HWL: 955.38 PROPOSED 100-YR HWL:955.36 EXISTING FLOOD ELEVATION: 946' AS PROVIDED BY RPBCWD FOR NORTH PORTION OF CREEK)ACTIVITIES MUST BE CONDUCTED SO AS TO MINIMIZE THE POTENTIAL OF AQUATIC INVASIVE SPECIES TO THE MAXIMUM EXTENT POSSIBLE NURP POND SEE DETAIL WEIR OVERFLOW 10'INV= 946.00 WALL 4 AREA TO BE OVER- EXCAVATED PRIOR TO RIP-RAP INSTALLATION. NO FILL TO BE PLACED WITHIN 100- YEAR FLOODPLAIN.12' WIDE MAINTENANCE BERM NORTH POND TOP OF BERM= 946.50 EOF= 946. 00 NWL= 943.00 BOT= 933.00 HWL= 945.88 N SCALE IN FEET 0 30 60 NORTH KEY PLAN DRAWING NUMBER DRAWING TITLE CLIENT 4201 cedar avenue so. - minneapolis, MN 55407 tel. (612) 904-1332 - fax ( 612) 904- 7366 NOT F O R C O N S T R U C TI O N PROJECT NUMBER 21602. 0A REVISION DATE DESCRIPTION BY 1891 Arboretum Boulevard Chanhassen, MN 55317 Xcel Energy Service Center Chanhassen Title: Zachary B. Moen - PE Registration Number: 58688 Date: XX/ XX/XXXX By:Title: Professional Engineer I hereby certify that this drawing was prepared by me or under my direct supervision and that I am a duly licensed Professional Engineer under the laws of the State of Minnesota.LOUCKS PROJECT NO. 21602 10/ 25/2022 WATERSHED SUBMITTAL 11/16/2022 TEP SUBMITTAL 11/ 16/2022 SCHEMATIC DESIGN PACKAGE 12/05/2022 SD PACKAGE ADDENDUM 01/ 12/2023 CITY SUBMISSION C3. 1 GRADING PLAN NORTH NOTE:EXISTING CONDITIONS INFORMATION SHOWN IS FROM AN ALTA/NSPS LAND TITLE SURVEY PREPARED BY LOUCKS,DATED 03/24/2022. PARKING STALL COUNT ACCESSIBLE PARKING STALL 2 LEGEND CATCH BASIN STORM SEWER SANITARY SEWER WATERMAIN STORM MANHOLE SANITARY MANHOLE HYDRANT GATE VALVE SPOT ELEVATION SIGN LIGHT POLE POWER POLE WATER MANHOLE / WELL CONTOUR CONCRETE CURB UNDERGROUND ELECTRIC CONCRETE TELEPHONE PEDESTAL UNDERGROUND TELEPHONE UNDERGROUND GAS OVERHEAD UTILITY CHAIN LINK FENCE BUILDING RETAINING WALL NO PARKING UNDERGROUND FIBER OPTIC SANITARY SEWER SERVICE WATER SERVICE ELECTRIC METER GAS METER TREE LINE EXISTING PROPOSED 972 DRAINTILE FORCEMAIN 373PARKING SETBACK LINE BUILDING SETBACK LINE 2 FENCE FLARED END SECTION POST INDICATOR VALVE BENCHMARK SOIL BORING 3DIRECTION OF FLOW 1.0%972.5 Gopher State One Call WARNING:THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND / OR RELOCATION OF LINES.THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES,VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. 1.SPOT ELEVATIONS REPRESENT FINISHED SURFACE GRADES, GUTTER/FLOW LINE, FACE OF BUILDING, OR EDGE OF PAVEMENT UNLESS OTHERWISE NOTED.2. ALL ACCESSIBLE ROUTES SHALL BE CONSTRUCTED WITH A CROSS SLOPE NOT EXCEEDING 2% AND A RUNNING SLOPE NOT EXCEEDING 5%.3.AT TURNING POINTS ALONG THE ACCESSIBLE ROUTE THE PAVEMENT SHALL NOT EXCEED 2% IN ANY DIRECTION FOR AN AREA 60" IN DIAMETER.4.ALL PUBLIC SIDEWALKS SHALL BE CONSTRUCTED WITH A CROSS SLOPE NOT EXCEEDING 2% AND A RUNNING SLOPE NOT EXCEEDING 5%.5.CATCH BASINS AND MANHOLES IN PAVED AREAS SHALL BE SUMPED 0.04 FEET. ALL CATCH BASINS IN GUTTERS SHALL BE SUMPED 0.16 FEET. RIM ELEVATIONS SHOWN ON PLANS DO NOT REFLECT SUMPED ELEVATIONS.6.REFER TO GEOTECHNICAL EVALUATION REPORT BY BRAUN INTERTEC FOR AN EXISTING SUBSURFACE SITE CONDITION ANALYSIS AND CONSTRUCTION RECOMMENDATIONS INCLUDING BUT NOT LIMITED TO:A. REUSE OF ON- SITE SOILS B.GROUNDWATER AND RECOMMENDATIONS FOR EXCAVATION DEWATERING.C.SITE GRADING AND SUBGRADE PREPARATION.D.PAVEMENTS AND EXTERIOR SLABS.E.TRENCH EXCAVATION AND BACKFILL.F.EXTERIOR UTILITY SUPPORTS.G.FROST PROTECTION. 7.CITY AND WATERSHED SHALL BE NOTIFIED AT LEAST 24 HOURS PRIOR TO CONSTRUCTION OF STORMWATER BMPS.8.ALL DISTURBED UNPAVED AREAS ARE TO RECEIVE MINIMUM OF 6 INCHES OF TOP SOIL AND SEED/MULCH OR SOD. THESE AREAS SHALL BE WATERED/MAINTAINED BY THE CONTRACTOR UNTIL VEGETATION IS ESTABLISHED. REFER TO THE LANDSCAPE PLANS,DETAILS AND SPECIFICATIONS FOR FINAL SITE STABILIZATION.9.FOR SITE RETAINING WALLS "TW" EQUALS SURFACE GRADE AT TOP FACE OF WALL (NOT TOP OF WALL) AND "BW" EQUALS SURFACE GRADE AT BOTTOM FACE OF WALL (NOT BOTTOM OF BURIED WALL COURSES). 10.FOR SITE STAIRS, "TS" EQUALS SURFACE ELEVATION AT TOP OF STAIRS AND "BS" EQUALS SURFACE ELEVATION AT BOTTOM OF STAIRS. REFER TO SITE PLAN FOR NUMBER OF RISERS AND RISER HEIGHT.11.STREETS MUST BE CLEANED AND SWEPT WHENEVER TRACKING OF SEDIMENTS OCCURS AND BEFORE SITES ARE LEFT IDLE FOR WEEKENDS AND HOLIDAYS. A REGULAR SWEEPING SCHEDULE MUST BE ESTABLISHED.12.DUST MUST BE ADEQUATELY CONTROLLED. 13.SEE SWPPP FOR ADDITIONAL EROSION CONTROL NOTES AND REQUIREMENTS.14.SEE UTILITY PLAN FOR WATERMAIN, STORM SEWER, AND SANITARY SEWER INFORMATION.15.SEE SITE PLAN FOR CURB AND BITUMINOUS TAPER LOCATIONS.16.REFERENCE ARCHITECTURAL AND STRUCTURAL DRAWINGS FOR BUILDING ELEVATIONS.17.THE CONTRACTOR ALONG WITH THE OWNER SHALL OBTAIN ALL NECESSARY PERMITS AND APPROVALS FROM GOVERNING AUTHORITIES, INCLUDING ANY CITY PERMITS AND THE NPDES PERMIT.18. INSTALL EROSION CONTROL AND TREE PROTECTION MEASURES BEFORE BEGINNING SITE GRADING ACTIVITIES. SOME EROSION CONTROLS SUCH AS BALE CHECKS AND TEMPORARY SILT PONDS MAY BE INSTALLED AS GRADING OCCURS IN SPECIFIC AREAS.MAINTAIN EROSION CONTROLS THROUGHOUT THE 40163 UPD.C COMM 952.21 40165 UPD.C 952.10 45219 FNB B 948.62 45220 VLN1 B 949.15 40002 CGB 965.52 40007 CL B AB 966.59 40008 CL 965.3240009CL 964.18 40010 CGB 963.7940011 CGB AE 962.77 40012 CL AE 963.0240013 CL 961.94 40014 CGB 961.8640015 CGB 960.85 40018 CL 961.2640019 CL 960.26 40020 CGB 959.9240022 CGB 959.21 40023 CL 959.6340024 CL 958.45 40025 CL 958.10 40026 CGB 957.9840029 CGB 956.70 40030 CL 956.9540031 CL 955.33 40036 CGB 954.8640037 CGB 953.40 40039 CL 953.3140040 CL AB 951.35 40041 CGB AB 951.4340042 CGB 949.77 40043 CGB AE AB 948.25 40044 CL 949.0940046CL 946.89 40047 CGB 946.30 40048 CGB 944.50 40049 CL 944.54 40050 CL 942.69 40051 CGB 942.15 40053 CGB 940.81 40056 CL 940.86 40058 CL 939.54 40059 CGB 939.72 40060 CGB 938.62 40061 CL 938.71 40062 CL 937.74 40063 CGB 937.58 40064 CGB 936.42 40065 CL 936.74 40124 CON1 B 935.81 40127 CON1 AB 936.44 40128 CON AB 936.40 40129 CON 937.46 40130 CON1 937.76 40131 CON1 AE 938.28 40132 CON AE 938.34 40134 CON1 939.42 40135 CON 939.52 40136 CON 940.6740137 VHA 4 940.61 40138 BIT E 940.54 40139 BIT E 940.85 40140 CON AB 941.30 40141 CON1 AB 941.26 40142 CON1 943.08 40143 CON 942.91 40145 CON 944.85 40146 CON1 945.71 40148 CON 947.16 40149 CON1 947.34 40150 CON1 949.15 40151 CON 949.14 40153 CON AE 950.74 40154 CON1 AE 950.92 40155 CON1 951.68 40156 CON1 951.82 40157 CON1 952.08 40162 CON1 952.05 40166 CON 951.54 40168 CON 953.72 40169 CON1 954.08 40171 CON 955.52 40172 CON1 955.72 40173 CON1 957.12 40174 CON 956.78 40176 CON 957.97 40177 CON1 958.30 40178 CON1 959.58 40179 CON 959.48 40182 CON 960.35 40183 CON1 960.47 40184 CON1 961.16 40185 CON 961.22 40186 CON 962.36 40188 CON1 962.21 40189 CON1 AB 962.87 40190 CON AB 962.72 40191 CON 964.00 40192 CON1 964.12 40194 CON 964.92 40195 CON1 965.06 40196 CON1 AE 966.47 40197 CON1 E 967.06 40198 CON AE 966.25 40199 CON E 967.00 40256 VLN B J45220 943.39 40257 VLN 939.53 40258 GND 940.59 40259 GND 944.38 40260 GND 947.46 40261 GND 943.39 40262 GND 939.32 40263 GND 941.51 40264 GND 937.73 40265 GND 938.83 40266 GND 940.18 40267 GND 942.15 40268 GND 936.51 40269 VLN 936.19 40270 GND 935.59 40271 VLN 934.77 40272 GND 933.20 40273 VLN 934.90 40274 GND 932.36 40275 GND 928.60 40276 GND 926.17 40277 GND 934.50 40278 GND 935.76 40279 GND 938.51 40280 GND 939.14 40281 GND 938.88 40282 GND 938.40 40286 GND 945.05 40294 GND 934.54 40295 GND 934.79 40296 GND 934.42 40297 GND 936.01 40298 VLN 934.97 40299 GND 934.61 40300 GND 936.39 40301 GND 935.48 40302 VLN 935.60 40303 GND 935.94 40304 GND 929.89 40305 VLN 932.28 40306 VLN E 924.83 40307 GND 926.36 40308 GND 930.84 40329 GND 964.59 40330 GND 964.93 40331 GND 964.69 40332 GND 963.60 40333 GND 961.89 40334 GND 962.70 40335 GND 965.21 40337 GND 967.30 40338 GND 965.55 40339 GND 964.00 40340 GND 965.48 40341 GND 961.48 40342 GND 960.56 40343 GND 958.65 40344 GND 958.98 40345 GND 958.32 40346 GND 956.36 40347 GND 957.21 40348 GND 956.17 40349 GND 959.49 40350 GND 962.87 40351 GND 962.66 40352 GND 964.81 40353 GND 965.05 40354 GND 961.62 40355 GND 962.77 40356 GND 965.20 40520 GND 955.87 40521 GND 953.94 40522 GND 953.57 40523 GND 953.69 40524 GND 953.77 40525 GND 953.04 40526 GND 953.17 40527 GND 951.14 40528 GND 951.34 40529 GND 944.32 40530 GND 945.09 40531 BIT B J40138 941.99 40532 BIT 941.01 40533 BIT AB 938.91 40534 BIT 937.69 40535 BIT AE AB 936.14 40536 BIT 934.71 40537 BIT E AE 933.57 40538 BIT B AB 933.21 40539 BIT 934.44 40540 BIT AE AB 935.48 40541 BIT 936.72 40542 BIT AE 938.60 40543 BIT 940.74 40544 BIT E J40139 941.93 40545 GND 945.11 40546 GND 949.88 40547 GND 942.12 40548 GND 941.44 40549 GND 939.89 40550 GND 940.57 40551 GND 937.77 40552 GND 937.90 40553 GND 932.33 40554 GND 928.34 40555 GND 929.89 40556 GND 939.11 40557 GND 935.78 40558 GND 937.08 40559 GND 933.88 40560 VLN1 B 933.84 40561 GND 935.72 40562 GND 937.52 40563 GND 938.35 40564 GND 937.38 40565 VLN1 E J30039 937.89 40566 VLN1 B J30039 937.26 40567 GND 936.85 40568 GND 936.93 40569 VLN1 936.42 40570 GND 935.48 40571 GND 936.86 40572 VLN1 937.01 40573 GND 937.76 40574 VLN1 938.91 40575 VLN1 939.32 40576 GND 940.03 40577 VLN1 941.14 40578 GND 943.13 40579 GND 943.09 40580 VLN1 945.70 40581 GND 947.83 40582 VLN1 949.73 VLN1 949.14 40594 GND 945.57 40595 GND 945.67 40596 GND 943.15 40597 GND 941.99 40611 TEL B 966.9740612 TEL B 962.63 40613 ELC B 962.69 40614 ELC 961.94 40615 TEL 962.53 40616 TEL 956.87 40617 ELC 956.90 40618 ELC 956.26 40619 ELC E 956.2640620TEL 955.66 40621 TEL E 952.94 40622 ELC B 951.76 40623 ELC E 952.18 40624 TEL B 951.4240625 TEL 946.71 40626 TEL E 941.18 40718 GND 942.20 40720 GND 939.24 40721 VLN 939.30 40722 GND 939.12 40723 GND 937.48 40724 GND 937.60 40725 GND 931.02 40726 GND 929.67 40727 GND 935.43 40728 VLN 935.96 40729 WTR1 B 3'CL 925.54 40730 WTR1 2'CL 925.79 40731 GND 927.55 40732 GND 928.6440733 GND 935.10 40734 VLN 937.78 40735 GND 940.22 40736 GND 940.46 40737 GND 941.53 40738 VLN 941.99 40739 GND 939.77 40740 GND 941.87 40742 GND 931.12 40743 WTR1 926.98 40744 GND 929.90 40745 GND 936.91 40827 GND 938.48 40883 BIT B AB J40538 928.12 40884 BIT 926.47 40885 BIT AE 924.48 40886 BIT CON B 923.72 40887 BIT 923.56 40888 BIT AB 924.43 40889 BIT 926.03 40890 BIT E AE J40537 928.60 40891 RWG B 928.30 40892 RWG 928.73 40893 RWG 936.47 40894 RWG 936.58 40895 RWG 936.57 40896 RWG 936.07 40897 RWG 936.04 40898 GND 935.30 40899 GND 930.60 STEP B J40123 STEP CON1B40902 STEP CON2 B 933.9840903 STEP E J40124 935.80 40904 STEP B CON2 E 933.82 STEP CON1 E STEP CON1B40908 STEP F CON2 B 931.87 40909 STEP B CON2 E 931.88 STEP CON1 E STEP CON1 B 930.03 40912 STEP F CON2 B 929.87 40913 STEP B CON2 E 929.92 40914 STEP CON1 E 930.02 40915 STEP CON1 B AB 928.24 40916 STEP F CON2 B AB 928.08 40917 CON2 927.98 40918 CON2 E AE STR B 928.06 40919 CON1 928.07 40920 CON1 E AE STR 928.25 40921 STEP CON1 B 926.35 40922 STEP F CON2 B 926.15 40923 STEP B CON2 E 926.13 40924 STEP CON1 E 926.18 40925 CON 924.04 40926 CON 924.07 40927 CON E STR 924.33 40928 STEP F CON B 924.20 40929 CON 923.98 40930 CON 923.37 40931 CON 922.2740932 CON 922.36 40933 CON E 922.54 40934 CON B 922.00 40935 CON RWG1 B 921.99 40936 CON 921.98 40937 CON E J40887 923.16 40938 RWG 928.64 40939 RWG 927.88 40940 RWG 922.68 40941 GND 923.42 40942 GND 923.95 40943 GND 928.21 40944 GND 929.51 40945 GND 922.47 40946 GND 922.21 40947 GND 919.89 40949 RWG1 922.14 40950 RWG1 E 920.67 40951 GND 920.78 40952 WTR1 B 3'CL 919.59 40953 RWG F 922.44 40954 GND 920.88 40955 GND 921.7140956 WTR1 919.44 40957 WTR1 919.66 40958 GND 921.89 40959 GND 921.98 40960 GND 921.13 40961 GND 925.23 40962 WTR1 921.04 40963 WTR1 E 920.94 40964 GND 923.00 40965 GND 922.56 40966 GND 929.77 40967 GND 927.15 40968 GND 924.38 40969 GND 923.20 40970 STRM INV 24"RCP 920.18 40972 WTR1 B 3'CL 921.04 40973 GND 922.53 40974 GND 923.16 40975 GND 924.30 40976 WTR1 921.21 40977 WTR1 921.35 40978 GND 923.84 40979 WTR1 921.45 40980 GND 923.17 40981 GND 924.61 40982 GND 924.52 40983 WTR1 921.55 40984 GND 923.31 40985 WTR1 921.84 40986 WTR1 922.04 40987 GND 923.63 40988 GND 926.51 40989 GND 923.43 40990 GND 928.35 40991 GND 933.17 40992 GND 926.70 40993 GND 924.79 40994 GND 926.58 40995 GND 933.63 40996 GND 932.55 40997 GND 924.69 40998 WTR1 922.22 40999 GND 924.6841000 GND 924.87 41001 GND 925.93 41002 WTR1 4' 922.60 41003 GND 924.74 41004 GND 935.89 41005 GND 932.36 41006 GND 936.27 41007 WTR1 923.08 41008 WTR1 922.81 41009 WTR1 923.0741010 GND 925.12 41011 GND 925.06 41012 GND 929.16 41013 WTR1 923.7341014 GND 925.59 41015 GND 926.79 41016 GND 930.54 41017 GND 929.36 41018 GND 929.07 41019 GND 926.02 41020 WTR1 924.16 41021 GND 929.67 41022 GND 934.15 41023 GND 933.83 41024 GND 935.99 41025 GND 935.35 41026 GND 936.98 41027 GND 931.34 41028 WTR1 924.35 41029 GND 928.84 41030 GND 927.72 41031 WTR1 925.03 41032 GND 928.97 41033 GND 928.17 41034 WTR1 924.84 41035 WTR1 3'CL 925.18 41036 WTR1 925.38 41037 WTR1 E J40729 925.64 41038 GND 928.65 41039 GND 929.97 41040 GND 925.53 41041 GND 928.44 41042 GND 928.60 41043 GND 936.67 41044 GND 940.53 41045 GND 935.47 41046 GND 942.97 41080 GND 937.63 41081 GND 935.50 41082 GND 933.7541083 GND 938.34 41084 GND 937.31 41085 GND 932.10 41086 GND 931.56 41087 GND 932.20 41088 GND 935.70 41089 GND 938.78 944.23 41101 GND 931.83 41102 GND 932.53 41103 GND 938.26 41104 GND 931.3141105 GND 931.24 41106 GND 935.91 41107 GND 931.28 41108 GND 930.89 41109 GND 936.04 41110 GND 942.21 41111 GND 929.88 41112 GND 930.21 41113 GND 928.84 41114 GND 928.93 41115 GND 935.03 41116 GND 939.02 41117 GND 936.47 41118 GND 930.5041119 GND 928.79 41120 GND 925.87 41121 GND 926.88 41122 GND 926.65 41128 WET B 1-1 954.74 41129 WET 1-2 954.33 41130 WET 1-3 953.04 41131 WET 1-4 953.49 41132 WET 1-5 954.56 41133 WET 1-6 954.72 41134 WET E F 1-7 954.78 41135 GND 953.93 41136 GND 956.59 41137 GND 956.14 41138 GND 954.31 41139 GND 952.23 41140 GND 952.76 41141 GND 953.15 41142 GND 956.17 41143 GND 956.64 41144 GND 955.34 41145 GND 954.06 41146 GND 953.93 41147 GND 955.45 30000 VLN B 967.04 30001 VLN 964.9030002 GDEN B J30001 964.22 30003 GDEN 962.9030004 GDEN 962.3830005 GDEN 962.5930006 GDEN 962.18 30007 GDEN 960.7530008 GDEN 959.0730009 GDEN 957.4530010 GDEN E J30011 956.30 30011 VLN1 B 955.70 30012 VLN1 954.19 30013 VLN1 953.39 30014 VLN1 953.4930015 VLN1 953.25 30016 VLN1 952.82 30017 VLN1 952.53 30018 VLN1 950.82 30019 VLN1 946.72 30020 VLN1 947.35 30021 VLN1 949.26 30022 VLN1 958.58 30023 VLN1 951.44 30024 VLN1 E J30011 954.67 30025 VLN2 B 953.59 30026 VLN2 954.75 30027 VLN2 955.71 30028 VLN2 956.05 30029 VLN2 949.74 30030 VLN2 954.25 30031 VLN2 955.57 30032 VLN2 954.95 30033 VLN2 E F 953.45 30034 GDEN B J30017 949.56 30035 GDEN 943.92 30036 GDEN 942.29 30037 GDEN 940.48 30038 GDEN 939.22 30039 GDEN 938.31 30040 GND 939.61 30041 GND 944.32 30042 GND 950.16 30043 GND 953.42 30044 GND 955.13 30045 GND 954.69 30046 GND 953.75 30047 GND 953.27 30048 GND 953.46 30049 GND 954.26 30050 GND 954.69 30051 GND 952.9130052 GND 948.18 30053 GND 952.08 30054 GND 953.18 30055 GND 952.67 30056 GND 950.23 30057 GND 949.11 30058 GND 945.98 30059 GND 942.75 30060 GND 940.30 30061 GND 941.52 30062 GND 943.43 30063 GND 944.99 30064 GND 938.91 30065 GND 937.31 30066 GND 937.15 30067 GND 937.42 30068 GND 938.52 30069 GND 939.64 30070 GND 938.10 30071 GND 937.87 30072 GND 938.02 30073 GND 939.91 30074 GND 943.18 30075 GND 946.53 30076 GND 942.31 30077 GND 939.67 30078 GND 938.84 30079 GND 939.71 30080 GND 941.82 30081 GND 946.23 30082 GND 942.91 30083 GND 940.78 30084 GND 939.51 30085 GND 940.69 30086 GND 942.89 30087 GND 947.86 30088 GND 949.31 30089 GND 944.77 30090 GND 941.70 30091 GND 940.74 30092 GND 941.82 30093 GND 945.47 30094 GND 949.70 30095 GND 951.55 30096 GND 951.31 30097 GND 952.57 30098 GND 949.24 30099 GND 944.61 30100 GND 942.26 30101 GND 942.26 30102 GND 943.82 30103 GND 947.30 30104 GND 952.53 30105 GND 956.06 30106 GND 956.02 30107 GND 955.05 30108 GND 954.14 30109 GND 953.44 30110 GND 955.61 30111 GND 956.23 30112 GND 957.28 30113 GND 957.53 30114 GND 954.05 30115 GND 949.63 30116 GND 945.84 30117 GND 943.82 30118 GND 943.23 30119 GND 945.20 30120 GND 948.50 30121 GND 952.64 30122 GND 952.59 30125 GND 950.84 30126 GND 952.43 30127 GND 950.24 30128 GND 946.81 30129 GND 945.35 30130 GND 945.15 30131 GND 947.37 30132 GND 950.65 30133 GND 954.47 30134 GND 958.18 30135 GND 959.89 30136 GND 959.01 30137 GND 958.07 30138 GND 960.40 30139 GND 960.93 30140 GND 961.02 30141 GND 958.33 30142 GND 955.09 30143 GND 951.92 30144 GND 948.16 30145 GND 947.47 30146 GND 947.91 30147 GND 948.83 30148 GND 951.00 30149 GND 952.15 30150 GND 951.07 30154 GND 950.96 30155 GND 952.13 30156 GND 952.17 30157 GND 952.00 30158 GND 951.55 30159 GND 951.44 30160 GND 951.41 30161 GND 951.70 30162 GND 954.94 30163 GND 957.62 30164 GND 960.36 30165 GND 962.17 30166 GND 962.01 30167 GND 962.98 30168 GND 961.05 30169 GND 958.67 30170 GND 956.27 30171 GND 954.52 30172 GND 955.19 30173 GND 955.42 30174 GND 955.64 30175 GND 955.81 30176 GND 955.44 30177 GND 954.24 30178 GND 952.62 30179 GND 951.26 30186 GND 951.84 30187 GND 952.43 30188 GND 954.70 30189 GND 956.78 30190 GND 958.15 30191 GND 958.35 30192 GND 957.83 30193 GND 956.81 30194 GND 956.02 30195 GND 956.43 30196 GND 958.41 30197 GND 960.62 30198 GND 962.61 30199 GND 961.49 30200 GND 958.80 30201 GND 957.31 30202 GND 956.87 30203 GND 957.78 30204 GND 959.05 30205 GND 960.22 30206 GND 960.08 30207 GND 958.38 30208 GND 955.95 30209 GND 954.36 30210 GND 953.45 30211 GND 953.86 30228 GND 961.78 30229 GND 960.66 30230 GND 959.60 30231 GND 957.99 30232 GND 959.34 30233 GND 960.57 30246 GND 958.70 30247 GND 957.50 30248 GND 956.64 30249 GND 955.20 30250 GND 955.50 30251 GND 956.04 30256 GND 955.88 30257 GND 958.08 30258 GND 959.60 30259 GND 960.47 30260 GND 959.84 30261 GND 958.71 30262 GND 957.97 30263 GND 958.03 30264 GND 958.45 30265 GND 959.42 30266 GND 960.72 30267 GND 960.50 30268 GND 959.39 30269 GND 958.99 30270 GND 959.13 30271 GND 960.08 30272 GND 961.11 30273 GND 960.20 30274 GND 958.98 30275 GND 957.93 30276 GND 959.03 30277 GND 960.12 30278 GND 961.99 30279 GND 963.46 30280 GND 962.27 30281 GND 961.31 30282 GND 960.81 30283 GND 960.79 30284 GND 961.37 30285 VLN 962.03 30286 VLN 962.04 30287 VLN 962.85 30288 VLN 963.85 30289 VLN 965.27 30290 VLN 964.51 30291 VLN 962.29 30292 VLN 961.29 30293 VLN 960.51 30294 VLN 958.48 30295 VLN 957.40 30296 VLN 956.59 30297 VLN 955.86 30298 VLN 956.59 30299 VLN 957.45 30300 VLN 958.74 30301 VLN 960.14 30302 VLN 960.67 30303 VLN 962.06 30304 VLN 963.05 26 TRAV 937.88 40882 TRAV NAIL 924.44 444444444444488888888888888888888888888888888888888888 PROPOSED BUILDING FFE=952.50 COLD STORAGE BUILDING FFE=952.50 FFE=952.50 COLD STORAGE BUILDING FFE=952.50 951 951 952 952 952 953 954 955954955954956957958 960961962961962963 960959961962963955953954956957958960957958959961962963964960959961962960958959961962963964965961962963964965964961962 9639519529529529529519529519 5 1 940945941942943944946945942943944946935940933934936937938939941945950942943944946947948949951952945 942 943 944 946 8888940938939941942930 935931932933934936937 938939 88888444444950 947 948 949 951 952 953 1.8% 2.2% 2.1% 2.1% 2.1% 2.8% 6.9% 2.3% 2.0% 3.5% 1.5% 3.1% 1.5% 1.5% 1.5% 1.5% 1.5%1.5% 1.4% 1.4% 1.4% 1.4% 1.4% 3.5% 0.9% 2.0% 1.7% 2.8% 2.0% 1.0% 1.0% 5.0% 3.0% 1.0% 1.3% 50.25 50.25 50.25 51.40 51.4051. 82 52. 42 52. 50 52. 12 52. 12 51. 46 52. 50 51. 60 51. 02 50. 97 50. 81 52. 91 53. 88 54. 42 54. 28 63. 6663.81 63.66 63.31 62.04 59.42 56.80 56.15 52.0751. 87 50. 54 50. 25 52. 68 53. 88 55. 62 55. 48 50. 25 50. 25 51.24 49. 7549.42 49.08 48.7549.45 49.75 50.2550. 25 50.54 64. 7064.85 64.55 63.83 50.97 50.81 52.12 49.78 49.99 52.19 52.50 52.50 52.50 52.50 52.50 52.20 52.5052. 50 52. 50 52. 0752.3452. 07 52. 20 52. 50 50. 25 50. 25 52. 5052.5052.5052.5052.50 52. 50 52.50 52.5050.97 52. 50 60.00 63.50 60. 43 57.85 59.50 59. 00 63.04 61.00 59. 50 65.00 64.10 59. 00 61.00 65.00 61.00 56.32±EX55.19± EX54.04± EX52.88±EX 64. 73±EX 64.24±EX62. 94±EX 63.40± EX 64.08±EX 63.88±EX 54.15± EX 53.94±EX 66.30±EX 66.25± EX 58.18±EX 57.97± EX 51.42 51.61 50.47 51. 34 951WALL 3 EXISTING FLOOD ELEVATION: 929' AS PROVIDED BY RPBCWD FOR CENTER PORTION OF CREEK)EXISTING FLOOD ELEVATION: 924' AS PROVIDED BY RPBCWD FOR SOUTH PORTION OF CREEK) ACTIVITIES MUST BE CONDUCTED SO AS TO MINIMIZE THE POTENTIAL OF AQUATIC INVASIVE SPECIES TO THE MAXIMUM EXTENT POSSIBLE NURP POND SEE DETAIL WEIR OVERFLOW 10'INV= 946.00 AREA TO BE OVER- EXCAVATED PRIOR TO RIP- RAP INSTALLATION.NO FILL TO BE PLACED WITHIN 100-YEAR FLOODPLAIN.12' WIDE MAINTENANCE BERM SOUTH POND TOP OF BERM= 946.50 EOF= 946.00 NWL= 942.00 BOT= 933.00 HWL= 944.40 N SCALE IN FEET 0 30 60 NORTH KEY PLAN DRAWING NUMBER DRAWING TITLE CLIENT 4201 cedar avenue so. - minneapolis, MN 55407 tel. (612) 904-1332 - fax (612) 904- 7366 NOT F O R C O N S T R U C TI O N PROJECT NUMBER 21602.0A REVISION DATE DESCRIPTION BY 1891 Arboretum Boulevard Chanhassen, MN 55317 Xcel Energy Service Center Chanhassen Title: Zachary B. Moen - PE Registration Number: 58688 Date: XX/XX/XXXX By:Title: Professional Engineer I hereby certify that this drawing was prepared by me or under my direct supervision and that I am a duly licensed Professional Engineer under the laws of the State of Minnesota.LOUCKS PROJECT NO. 21602 10/25/2022 WATERSHED SUBMITTAL 11/16/ 2022 TEP SUBMITTAL 11/ 16/ 2022 SCHEMATIC DESIGN PACKAGE 12/05/ 2022 SD PACKAGE ADDENDUM 01/ 12/ 2023 CITY SUBMISSION C3. 2 GRADING PLAN SOUTH NOTE: EXISTING CONDITIONS INFORMATION SHOWN IS FROM AN ALTA/ NSPS LAND TITLE SURVEY PREPARED BY LOUCKS, DATED 03/ 24/2022.PARKING STALL COUNT ACCESSIBLE PARKING STALL 2 LEGEND CATCH BASIN STORM SEWER SANITARY SEWER WATERMAIN STORM MANHOLE SANITARY MANHOLE HYDRANT GATE VALVE SPOT ELEVATION SIGN LIGHT POLE POWER POLE WATER MANHOLE / WELL CONTOUR CONCRETE CURB UNDERGROUND ELECTRIC CONCRETE TELEPHONE PEDESTAL UNDERGROUND TELEPHONE UNDERGROUND GAS OVERHEAD UTILITY CHAIN LINK FENCE BUILDING RETAINING WALL NO PARKING UNDERGROUND FIBER OPTIC SANITARY SEWER SERVICE WATER SERVICE ELECTRIC METER GAS METER TREE LINE EXISTING PROPOSED 972 DRAINTILE FORCEMAIN 373PARKING SETBACK LINE BUILDING SETBACK LINE 2 FENCE FLARED END SECTION POST INDICATOR VALVE BENCHMARK SOIL BORING 3DIRECTION OF FLOW 1.0%972.5 Gopher State One Call WARNING:THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND / OR RELOCATION OF LINES.THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES,VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER.1.SPOT ELEVATIONS REPRESENT FINISHED SURFACE GRADES, GUTTER/FLOW LINE, FACE OF BUILDING, OR EDGE OF PAVEMENT UNLESS OTHERWISE NOTED.2.ALL ACCESSIBLE ROUTES SHALL BE CONSTRUCTED WITH A CROSS SLOPE NOT EXCEEDING 2% AND A RUNNING SLOPE NOT EXCEEDING 5%.3.AT TURNING POINTS ALONG THE ACCESSIBLE ROUTE THE PAVEMENT SHALL NOT EXCEED 2% IN ANY DIRECTION FOR AN AREA 60" IN DIAMETER.4. ALL PUBLIC SIDEWALKS SHALL BE CONSTRUCTED WITH A CROSS SLOPE NOT EXCEEDING 2% AND A RUNNING SLOPE NOT EXCEEDING 5%.5.CATCH BASINS AND MANHOLES IN PAVED AREAS SHALL BE SUMPED 0.04 FEET. ALL CATCH BASINS IN GUTTERS SHALL BE SUMPED 0.16 FEET. RIM ELEVATIONS SHOWN ON PLANS DO NOT REFLECT SUMPED ELEVATIONS. 6.REFER TO GEOTECHNICAL EVALUATION REPORT BY BRAUN INTERTEC FOR AN EXISTING SUBSURFACE SITE CONDITION ANALYSIS AND CONSTRUCTION RECOMMENDATIONS INCLUDING BUT NOT LIMITED TO:A. REUSE OF ON-SITE SOILS B.GROUNDWATER AND RECOMMENDATIONS FOR EXCAVATION DEWATERING.C.SITE GRADING AND SUBGRADE PREPARATION. D.PAVEMENTS AND EXTERIOR SLABS.E.TRENCH EXCAVATION AND BACKFILL.F.EXTERIOR UTILITY SUPPORTS.G.FROST PROTECTION.7.CITY AND WATERSHED SHALL BE NOTIFIED AT LEAST 24 HOURS PRIOR TO CONSTRUCTION OF STORMWATER BMPS.8.ALL DISTURBED UNPAVED AREAS ARE TO RECEIVE MINIMUM OF 6 INCHES OF TOP SOIL AND SEED/MULCH OR SOD. THESE AREAS SHALL BE WATERED/ MAINTAINED BY THE CONTRACTOR UNTIL VEGETATION IS ESTABLISHED. REFER TO THE LANDSCAPE PLANS, DETAILS AND SPECIFICATIONS FOR FINAL SITE STABILIZATION. 9.FOR SITE RETAINING WALLS "TW" EQUALS SURFACE GRADE AT TOP FACE OF WALL NOT TOP OF WALL) AND "BW" EQUALS SURFACE GRADE AT BOTTOM FACE OF WALL NOT BOTTOM OF BURIED WALL COURSES).10.FOR SITE STAIRS, "TS" EQUALS SURFACE ELEVATION AT TOP OF STAIRS AND " BS"EQUALS SURFACE ELEVATION AT BOTTOM OF STAIRS. REFER TO SITE PLAN FOR NUMBER OF RISERS AND RISER HEIGHT.11.STREETS MUST BE CLEANED AND SWEPT WHENEVER TRACKING OF SEDIMENTS OCCURS AND BEFORE SITES ARE LEFT IDLE FOR WEEKENDS AND HOLIDAYS. A REGULAR SWEEPING SCHEDULE MUST BE ESTABLISHED.12.DUST MUST BE ADEQUATELY CONTROLLED.13.SEE SWPPP FOR ADDITIONAL EROSION CONTROL NOTES AND REQUIREMENTS.14.SEE UTILITY PLAN FOR WATERMAIN, STORM SEWER, AND SANITARY SEWER INFORMATION.15.SEE SITE PLAN FOR CURB AND BITUMINOUS TAPER LOCATIONS.16.REFERENCE ARCHITECTURAL AND STRUCTURAL DRAWINGS FOR BUILDING ELEVATIONS.17.THE CONTRACTOR ALONG WITH THE OWNER SHALL OBTAIN ALL NECESSARY PERMITS AND APPROVALS FROM GOVERNING AUTHORITIES, INCLUDING ANY CITY PERMITS AND THE NPDES PERMIT.18.INSTALL EROSION CONTROL AND TREE PROTECTION MEASURES BEFORE BEGINNING SITE GRADING ACTIVITIES. SOME EROSION CONTROLS SUCH AS BALE CHECKS AND TEMPORARY 40568 GND 936.93 40569 VLN1 936.42 40570 GND 935.48 40571 GND 936.86 40572 VLN1 937.01 40573 GND 937.76 40574 VLN1 938.91 40575 VLN1 939.32 40576 GND 940.03 40577 VLN1 941.14 40578 GND 943.13 40596 GND 943.15 40597 GND 941.99 40714 GND 944.29 40715 VLN 944.34 40716 VLN 942.68 40717 GND 942.54 40718 GND 942.20 40832 GND 943.23 41077 GND 944.53 41078 GND 944.55 41080 GND 937.63 41081 GND 935.50 41082 GND 933.75 41089 GND 938.78 41090 GND 944.23 41101 GND 931.83 41102 GND 932.53 41103 GND 938.26 41104 GND 931.31 41105 GND 931.24 41106 GND 935.91 41107 GND 931.28 41108 GND 930.89 41109 GND 936.04 41110 GND 942.21 41111 GND 929.88 41112 GND 930.21 30065 GND 937.31 30066 GND 937.15 30067 GND 937.42 30068 GND 938.52 30069 GND 939.64 30070 GND 938.10 30071 GND 937.87 30072 GND 938.02 30073 GND 939.91444444444444444444888888888889519519 51951 940938939941942935933934 936 937 938 939 TW=49.00 BW=48.90 TW=49.00 TW=49.00 TW=49.00 TW=49.00 TW=49.00 TW=49.00 TW=49.00 TW=49.00 TW=49.00 BW=43.00 TW=49.00 BW=43.00 TW=38.35 BW=38.25 BW=31.12 ±EX BW=35.00 ±EX BW=43.00 ±EX BW=44.00 ±EX BW=44.30 ±EX BW=40.00 BW=39.00 BW=32.00 TW=49.00 BW=39.50 40389 GND 952.37 40413 VLN B J30339 953.46 40417 GND 953.92 40418 GND 953.59 40419 VLN 954.23 40422 VLN E GDEN B 954.03 40423 GDEN 954.45 40380 WET 2-7 952.77 40414 WET 2-27 952.56 40425 WET 2-32 953.78 41123 WET 2-33 953.86 41124 WET 2-34 954.22 30336 GDEN2 952.35 30337 GDEN2 952.15 30340 GND 953.68 30341 GND 954.57 30342 GND 954.95 30343 GND 954.93 30344 GND 955.22 30345 GND 957.95 30368 GND 957.46 30369 GND 955.67 30370 GND 958.00 30386 GND 959.25 30387 GND 956.24 30388 GND 956.11 30389 GND 958.67 30451 GND 953.82 30452 GND 953.97 30453 GND 954.6130454GND 955.89 30455 GND 955.02 30456 GND 955.54 30457 GND 956.91 30458 GND 958.09 30459 GND 960.02 30460 GND 958.34 30461 GND 956.228967 968 955960965954956957958959961962963964966967968 95596095695795895996196296 0 9579 5 8 95 996 1 9 6 2963964 954TW=62.60 BW=62.50 TW=68.75 BW=62.50 TW=71.00 BW=62.50 TW=72.50 BW=62.50 TW=61.10 BW=61.00 TW=69.50 BW=62.50 30392 GND 958.1630393GND 957.48 30421 GND 953.21 30422 GND 956.42 30423 GND 957.79 30424 GND 957.26 30425 GND 957.32 30426 GND 957.52 30427 GND 957.22 30428 GND 956.79 30429 GND 956.42 30430 GND 956.75 30431 GND 955.08 30432 GND 952.28 8888895188888888953954972973974952TS=71.00 BS=65.00 BS=58.90 BS=52.80 TS=64.90 TS=58.80 TW=74.50 BW=52.50 TW=74.50 BW=52.35 TW=74.50 BW=52.65 TW=74.50 BW=52.50 TW=71.50 BW=51.50 TW=52.30 BW=52.00 BW=51.40 TW=73.00 BW=52.05 TW=73.85 TS=71.00 BS=65.00 BS=58.90 BS=52.80 TS=64.90 TS=58.80 GND 979.54 40478 GDEN 974.01 40479 GDEN 972.52 40486 GND 969.57 40487 GDEN E VLN 971.28 40493 GND 970.84 30353 GND 977.42 30354 GND 977.9430355 GND 975.35 30356 GND 973.43 30357 GND 970.64 30359 GND 972.43 30360 GND 972.02 30378 GND 966.98965966967968970 967 968 969 971 972 973 974 TW=74.00 BW=69.50 TW=74.00 TW=74.00 BW=69.00 BW=74.00 N SCALE IN FEET 0 20 40 NORTH KEY PLAN DRAWING NUMBER DRAWING TITLE CLIENT 4201 cedar avenue so. - minneapolis, MN 55407 tel. (612) 904-1332 - fax (612) 904-7366 NOT F O R C O N S T R U C TI O N PROJECT NUMBER 21602.0A REVISION DATE DESCRIPTION BY 1891 Arboretum Boulevard Chanhassen, MN 55317 Xcel Energy Service Center Chanhassen Title: Zachary B. Moen - PE Registration Number: 58688 Date: XX/XX/XXXX By: Title: Professional Engineer I hereby certify that this drawing was prepared by me or under my direct supervision and that I am a duly licensed Professional Engineer under the laws of the State of Minnesota. LOUCKS PROJECT NO. 21602 10/25/2022 WATERSHED SUBMITTAL 11/16/2022 TEP SUBMITTAL 11/16/2022 SCHEMATIC DESIGN PACKAGE 12/05/2022 SD PACKAGE ADDENDUM 01/12/2023 CITY SUBMISSION C3.3 GRADING PLAN WALL ELEVATIONS NOTE: EXISTING CONDITIONS INFORMATION SHOWN IS FROM AN ALTA/NSPS LAND TITLE SURVEY PREPARED BY LOUCKS, DATED 03/24/2022. PARKING STALL COUNT ACCESSIBLE PARKING STALL 2 LEGEND CATCH BASIN STORM SEWER SANITARY SEWER WATERMAIN STORM MANHOLE SANITARY MANHOLE HYDRANT GATE VALVE SPOT ELEVATION SIGN LIGHT POLE POWER POLE WATER MANHOLE / WELL CONTOUR CONCRETE CURB UNDERGROUND ELECTRIC CONCRETE TELEPHONE PEDESTAL UNDERGROUND TELEPHONE UNDERGROUND GAS OVERHEAD UTILITY CHAIN LINK FENCE BUILDING RETAINING WALL NO PARKING UNDERGROUND FIBER OPTIC SANITARY SEWER SERVICE WATER SERVICE ELECTRIC METER GAS METER TREE LINE EXISTING PROPOSED 972 DRAINTILE FORCEMAIN 373PARKING SETBACK LINE BUILDING SETBACK LINE 2 FENCE FLARED END SECTION POST INDICATOR VALVE BENCHMARK SOIL BORING 3DIRECTION OF FLOW 1.0% 972.5 Gopher State One Call WARNING: THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND / OR RELOCATION OF LINES. THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. WALL 1 WALL3WALL2 1.SPOT ELEVATIONS REPRESENT FINISHED SURFACE GRADES, GUTTER/FLOW LINE, FACE OF BUILDING, OR EDGE OF PAVEMENT UNLESS OTHERWISE NOTED. 2.ALL ACCESSIBLE ROUTES SHALL BE CONSTRUCTED WITH A CROSS SLOPE NOT EXCEEDING 2% AND A RUNNING SLOPE NOT EXCEEDING 5%. 3.AT TURNING POINTS ALONG THE ACCESSIBLE ROUTE THE PAVEMENT SHALL NOT EXCEED 2% IN ANY DIRECTION FOR AN AREA 60" IN DIAMETER. 4.ALL PUBLIC SIDEWALKS SHALL BE CONSTRUCTED WITH A CROSS SLOPE NOT EXCEEDING 2% AND A RUNNING SLOPE NOT EXCEEDING 5%. 5.CATCH BASINS AND MANHOLES IN PAVED AREAS SHALL BE SUMPED 0.04 FEET. ALL CATCH BASINS IN GUTTERS SHALL BE SUMPED 0.16 FEET. RIM ELEVATIONS SHOWN ON PLANS DO NOT REFLECT SUMPED ELEVATIONS. 6.REFER TO GEOTECHNICAL EVALUATION REPORT BY BRAUN INTERTEC FOR AN EXISTING SUBSURFACE SITE CONDITION ANALYSIS AND CONSTRUCTION RECOMMENDATIONS INCLUDING BUT NOT LIMITED TO: A.REUSE OF ON-SITE SOILS B.GROUNDWATER AND RECOMMENDATIONS FOR EXCAVATION DEWATERING. C.SITE GRADING AND SUBGRADE PREPARATION. D.PAVEMENTS AND EXTERIOR SLABS. E.TRENCH EXCAVATION AND BACKFILL. F.EXTERIOR UTILITY SUPPORTS. G.FROST PROTECTION. 7.CITY AND WATERSHED SHALL BE NOTIFIED AT LEAST 24 HOURS PRIOR TO CONSTRUCTION OF STORMWATER BMPS. 8.ALL DISTURBED UNPAVED AREAS ARE TO RECEIVE MINIMUM OF 6 INCHES OF TOP SOIL AND SEED/MULCH OR SOD. THESE AREAS SHALL BE WATERED/MAINTAINED BY THE CONTRACTOR UNTIL VEGETATION IS ESTABLISHED. REFER TO THE LANDSCAPE PLANS, DETAILS AND SPECIFICATIONS FOR FINAL SITE STABILIZATION. 9.FOR SITE RETAINING WALLS "TW" EQUALS SURFACE GRADE AT TOP FACE OF WALL (NOT TOP OF WALL) AND "BW" EQUALS SURFACE GRADE AT BOTTOM FACE OF WALL (NOT BOTTOM OF BURIED WALL COURSES). 10.FOR SITE STAIRS, "TS" EQUALS SURFACE ELEVATION AT TOP OF STAIRS AND "BS" EQUALS SURFACE ELEVATION AT BOTTOM OF STAIRS. REFER TO SITE PLAN FOR NUMBER OF RISERS AND RISER HEIGHT. 11.STREETS MUST BE CLEANED AND SWEPT WHENEVER TRACKING OF SEDIMENTS OCCURS AND BEFORE SITES ARE LEFT IDLE FOR WEEKENDS AND HOLIDAYS. A REGULAR SWEEPING SCHEDULE MUST BE ESTABLISHED. 12.DUST MUST BE ADEQUATELY CONTROLLED. 13.SEE SWPPP FOR ADDITIONAL EROSION CONTROL NOTES AND REQUIREMENTS. 14.SEE UTILITY PLAN FOR WATERMAIN, STORM SEWER, AND SANITARY SEWER INFORMATION. 15.SEE SITE PLAN FOR CURB AND BITUMINOUS TAPER LOCATIONS. 16.REFERENCE ARCHITECTURAL AND STRUCTURAL DRAWINGS FOR BUILDING ELEVATIONS. 17.THE CONTRACTOR ALONG WITH THE OWNER SHALL OBTAIN ALL NECESSARY PERMITS AND APPROVALS FROM GOVERNING AUTHORITIES, INCLUDING ANY CITY PERMITS AND THE NPDES PERMIT. 18.INSTALL EROSION CONTROL AND TREE PROTECTION MEASURES BEFORE BEGINNING SITE GRADING ACTIVITIES. SOME EROSION CONTROLS SUCH AS BALE CHECKS AND TEMPORARY SILT PONDS MAY BE INSTALLED AS GRADING OCCURS IN SPECIFIC AREAS. MAINTAIN EROSION CONTROLS THROUGHOUT THE GRADING PROCESS AND REMOVE WHEN TURF HAS BEEN ESTABLISHED. 19.CONTRACTOR SHALL PROVIDE AS-BUILT INFORMATION OF GRADING ACTIVITIES AS NEEDED PER APPLICABLE PERMIT REQUIREMENTS AND/OR DEVELOPMENT AGREEMENTS. GRADING NOTES WALL 4 698944 3506 5 STC 3 0 R C P 945.1535068 STC 1 2 R C P 944.0 3 40163 UPD.C COMM 952.21 40165 UPD.C 952.10 45180 GND 947.19 45181 GND 945.6245182 GND 947.42 45185 VLN B 946.74 45186 VLN 946.94 45187 GND 948.2545188 GND 949.73 45189 GND 950.26 45190 GND 950.25 45202 GND 953.27 45203 GND 952.36 45204 GND 950.29 45205 GND 952.00 45206 GND 950.86 45207 GND 952.50 45208 GND 953.26 45209 GND 952.22 45210 GND 951.06 45211 GND 950.2545212 GND 951.69 45215 GND 950.90 45216 GND 952.97 45217 GND 953.80 45218 GND 950.17 45219 FNB B 948.62 45220 VLN1 B 949.15 45221 GND 954.48 45222 GND 953.88 45223 GND 950.29 45224 VLN1 950.65 45225 GND 953.58 45226 VLN1 951.26 45227 GND 948.38 45228 VLN1 947.86 45229 GND 951.0045230GND 953.52 45231 GND 952.75 45232 GND 949.34 45233 VLN1 947.58 45234 GND 952.60 45235 GND 952.57 45236 GND 949.29 45237 GND 948.20 45238 VLN1 946.49 45239 GND 949.63 45240 GND 950.50 45241 VLN1 949.24 45242 GND 952.49 45243 GND 955.05 45244 GND 954.25 45245 GND 954.19 45246 GND 953.22 45247 GND 953.37 45248 GND 953.04 45249 GND 953.37 45250 GND 954.39 45251 GND 953.19 45252 GND 954.55 45253 GND 954.54 45254 GND 954.76 45255 GND 954.05 45256 GND 953.60 45257 GND 954.45 45258 GND 953.68 45259 GND 954.51 45260 GND 954.50 45261 GND 956.34 45313 GND 955.54 45314 GND 956.44 45315 GND 955.34 45316 GND 954.80 45317 GND 954.11 45318 GND 954.27 45319 GND 955.14 45320 GND 954.10 45321 GND 955.34 45322 GND 955.18 45323 GND 955.78 45324 GND 955.99 45325 GND 955.68 45326 GND 956.11 45369 GND 956.36 45370 GND 955.80 45371 GND 955.75 45373 GND 955.84 45374 GND 954.84 45375 GND 952.88 45376 GND 951.80 45377 GND 955.29 45378 GND 953.60 45379 GND 956.18 45380 GND 955.71 45389 954.62 45390 GND 954.14 45391 GND 956.32 45392 GND 956.40 45393 GND 957.05 45394 GND 956.44 45395 GND 956.44 45396 GND 954.44 45397 GND 953.76 45398 GND 952.22 45399 GND 951.00 45400 GND 954.11 45401 GND 953.70 45402 GND 955.87 45403 GND 955.55 45404 GND 956.78 45405 GND 956.00 45406 GND 953.04 45407 GND 951.68 45408 GND 950.44 45409 GND 951.55 45410 GND 950.94 45411 VLN1 950.05 40000 CGB B 967.44 40001 CGB AB 966.84 40002 CGB 965.52 40007 CL B AB 966.59 40008 CL 965.32 40009 CL 964.18 40010 CGB 963.79 40011 CGB AE 962.77 40012 CL AE 963.0240013 CL 961.94 40014 CGB 961.8640015CGB 960.85 40018 CL 961.2640019 CL 960.26 40020 CGB 959.92 40022 CGB 959.21 40023 CL 959.6340024 CL 958.45 40025 CL 958.10 40026 CGB 957.9840029CGB 956.70 40030 CL 956.9540031CL 955.33 40036 CGB 954.8640037CGB 953.40 40039 CL 953.3140040CLAB 951.35 40041 CGB AB 951.43 40042 CGB 949.77 40043 CGB AE AB 948.25 40044 CL 949.09 40046 CL 946.89 40047 CGB 946.30 40048 CGB 944.50 40049 CL 944.54 40050 CL 942.69 40051 CGB 942.15 40053 CGB 940.81 40056 CL 940.86 40058 CL 939.54 40059 CGB 939.72 40060 CGB 938.62 40061 CL 938.71 40062 CL 937.74 40063 CGB 937.58 40064 CGB 936.42 40065 CL 936.74 40066 CL AE 935.78 40068 CGB 935.48 40069 CGB AE 935.34 40070 CL 935.29 40071 CL 934.96 40072 CGB 934.90 40073 CGB 934.61 40078 CL 934.83 40079 CL 934.94 40080 CGB 934.71 40082 CGB 934.98 935.27 40108 CON 935.41 40109 CON1 935.56 40111 CON 935.30 40112 CON1 935.44 40113 CON1 935.42 40114 CON 935.20 40116 CON 935.17 40117 CON1 935.40 40118 CON1 935.45 40119 CON 935.17 40121 CON 935.56 40122 CON1 935.54 40123 CON1 E 936.03 40124 CON1 B 935.8140125 CON 935.80 40127 CON1 AB 936.44 40128 CON AB 936.40 40129 CON 937.46 40130 CON1 937.76 40131 CON1 AE 938.28 40132 CON AE 938.34 40134 CON1 939.42 40135 CON 939.52 40136 CON 940.6740137VHA4 940.61 40138 BIT E 940.54 40139 BIT E 940.85 40140 CON AB 941.30 40141 CON1 AB 941.26 40142 CON1 943.08 40143 CON 942.91 40145 CON 944.85 40146 CON1 945.71 40148 CON 947.16 40149 CON1 947.34 40150 CON1 949.15 40151 CON 949.14 40153 CON AE 950.74 40154 CON1 AE 950.92 40155 CON1 951.68 40156 CON1 951.82 40157 CON1 952.08 40162 CON1 952.05 40166 CON 951.54 40168 CON 953.72 40169 CON1 954.08 40171 CON 955.52 40172 CON1 955.72 40173 CON1 957.12 40174 CON 956.78 40176 CON 957.97 40177 CON1 958.30 40178 CON1 959.58 40179 CON 959.48 40182 CON 960.35 40183 CON1 960.47 40184 CON1 961.16 40185 CON 961.22 40186 CON 962.36 40188 CON1 962.21 40189 CON1 AB 962.87 40190 CON AB 962.72 40191 CON 964.00 40192 CON1 964.12 40194 CON 964.92 40195 CON1 965.06 40196 CON1 AE 966.47 40197 CON1 E 967.06 40198 CON AE 966.25 40199 CON E 967.00 40238 GND 936.38 40239 GND 943.86 40240 GND 945.95 40241 GND 944.60 40242 VLN B J45185 946.24 40243 VLN 945.41 40244 GND 946.02 40245 GND 946.33 40246 GND 945.83 40247 VLN 946.42 40248 VLN E J45186 947.85 40249 GND 947.78 40250 GND 950.01 40251 GND 947.15 40252 GND 946.92 40253 GND 949.44 40254 GND 949.88 40255 GND 950.58 40256 VLN B J45220 943.39 40257 VLN 939.53 40258 GND 940.59 40259 GND 944.38 40260 GND 947.46 40261 GND 943.39 40262 GND 939.32 40263 GND 941.51 40264 GND 937.73 40265 GND 938.83 40266 GND 940.18 40267 GND 942.15 40268 GND 936.51 40269 VLN 936.19 40270 GND 935.59 40271 VLN 934.77 40272 GND 933.20 40273 VLN 934.90 40274 GND 932.36 40275 GND 928.60 40276 GND 926.17 40277 GND 934.50 40278 GND 935.76 40279 GND 938.51 40280 GND 939.14 40281 GND 938.88 40282 GND 938.40 40283 GND 941.87 40284 GND 942.58 40285 GND 944.52 40286 GND 945.05 40287 GND 944.36 40288 GND 944.2440289 GND 945.24 40290 GND 944.50 40291 GND 945.28 40292 GND 945.20 40293 GND 945.01 40294 GND 934.54 40295 GND 934.79 40296 GND 934.42 40297 GND 936.01 40298 VLN 934.97 40299 GND 934.61 40300 GND 936.39 40301 GND 935.48 40302 VLN 935.60 40303 GND 935.94 40304 GND 929.89 40305 VLN 932.28 40306 VLN E 924.83 40307 GND 926.36 40308 GND 930.84 40309 GND 939.27 40310 GND 943.62 40311 GND 944.8040312 GND 944.4540313 GND 944.34 40314 GND 944.48 40315 GND 944.03 40316 GND 943.95 40317 GND 943.23 40318 GND 942.28 40319 GND 941.71 40320 GND 943.09 40321 GND 939.55 40322 GND 936.40 40323 GND 931.6240325GND 938.96 40326 GND 937.29 40327 GND 936.92 40328 GND 936.12 40329 GND 964.59 40330 GND 964.93 40331 GND 964.69 40332 GND 963.60 40333 GND 961.89 40334 GND 962.70 40335 GND 965.21 40336 GND 966.08 40337 GND 967.30 40338 GND 965.55 40339 GND 964.00 40340 GND 965.48 40341 GND 961.48 40342 GND 960.56 40343 GND 958.65 40344 GND 958.98 40345 GND 958.32 40346 GND 956.36 40347 GND 957.21 40348 GND 956.17 40349 GND 959.49 40350 GND 962.87 40351 GND 962.66 40352 GND 964.81 40353 GND 965.05 40354 GND 961.62 40355 GND 962.77 40356 GND 965.20 40357 GND 964.61 40358 GND 963.20 40359 GND 961.67 40360 GND 961.20 40361 GND 959.85 40362 GND 958.88 40363 GND 957.58 40364 GND 958.83 40365 GND 957.21 40366 GND 958.31 40367 GND 957.42 40368 GND 957.43 40369 GND 955.96 40370 GND 954.74 40371 GND 953.92 40372 GND 953.18 40373 GND 953.07 40382 GND 953.91 40383 GND 954.57 40384 GND 954.67 40385 GND 955.55 40386 GND 956.04 40387 GND 952.86 40389 GND 952.37 40391 GND 951.52 40394 GND 950.75 40397 GND 949.59 40399 GND 949.86 40400 GND 949.29 40404 GND 950.02 40412 GND 953.20 40413 VLN B J30339 953.46 40415 GND 953.1240417 GND 953.92 40418 GND 953.59 40419 VLN 954.23 40422 VLN E GDEN B 954.03 40423 GDEN 954.45 40426 GDEN 956.17 40427 GND 957.23 40428 GND 958.34 40429 GND 955.32 40430 GND 957.68 40431 GND 954.79 40432 GND 953.52 40433 GND 953.08 40434 GND 952.74 40435 GND 953.96 40436 GND 959.07 40437 GDEN 959.17 40438 GDEN 962.86 40439 GND 965.48 40442 GND 967.87 40444 GDEN 965.39 40445 GND 963.78 40447 OHU E J40446 955.52 40450 GND 969.88 40451 GND 967.09 40452 GDEN 964.25 40453 GDEN 964.53 40454 GND 966.81 40455 GDEN 968.43 40456 GDEN 971.87 40457 GND 972.26 40458 GND 967.92 40459 GND 968.70 40460 GND 975.7440461GDEN 975.99 40462 GND 978.10 40463 GND 969.32 40464 GND 977.50 40465 GND 979.5840466GDEN 979.70 40467 GND 979.54 40468 GND 977.48 40469 GDEN 977.39 40470 GND 978.18 40472 GND 979.51 40473 GND 970.69 40474 GND 970.60 40475 GND 970.25 40476 GND 976.09 40477 GDEN 975.60 40478 GDEN 974.01 40479 GDEN 972.52 40481 GND 970.9340482 VLN B 969.60 40483 VLN GND 970.78 40484 GND 970.97 40485 VLN 969.08 40486 GND 969.57 40487 GDEN E VLN 971.28 40488 VLN 969.23 40489 GND 968.34 40490 VLN 967.32 40491 VLN 966.88 40492 GND 965.63 40493 GND 970.84 40494 VLN 962.76 40495 GND 961.41 40496 GND 958.23 40497 VLN 957.13 40498 GND 955.79 40499 VLN 955.41 40500 GND 954.67 40501 GND 952.11 40502 VLN 950.44 40503 VLN 947.79 40504 GND 947.95 40505 VLN 947.57 40506 GND 946.58 40507 GND 947.59 40508 GND 947.47 40509 VLN 948.02 40510 GND 947.50 40511 GND 947.95 40512 GND 948.10 40513 GND 948.09 40514 GND 948.10 40515 VLN E J30327 GDEN E J30328 947.88 40516 GND 948.39 40517 GND 948.73 40518 GND 948.5740519 VLN E J30327 948.50 40520 GND 955.87 40521 GND 953.94 40522 GND 953.57 40523 GND 953.69 40524 GND 953.77 40525 GND 953.04 40526 GND 953.17 40527 GND 951.14 40528 GND 951.34 40529 GND 944.32 40530 GND 945.09 40531 BIT B J40138 941.99 40532 BIT 941.01 40533 BIT AB 938.91 40534 BIT 937.69 40535 BIT AE AB 936.14 40536 BIT 934.71 40537 BIT E AE 933.57 40538 BIT B AB 933.21 40539 BIT 934.44 40540 BIT AE AB 935.48 40541 BIT 936.72 40542 BIT AE 938.60 40543 BIT 940.74 40544 BIT E J40139 941.93 40545 GND 945.11 40546 GND 949.88 40547 GND 942.12 40548 GND 941.44 40549 GND 939.89 40550 GND 940.57 40551 GND 937.7740552 GND 937.90 40553 GND 932.33 40554 GND 928.34 40555 GND 929.89 40556 GND 939.11 40557 GND 935.78 40558 GND 937.08 40559 GND 933.88 40560 VLN1 B 933.84 40561 GND 935.72 40562 GND 937.52 40563 GND 938.35 40564 GND 937.38 40565 VLN1 E J30039 937.89 40566 VLN1 B J30039 937.26 40567 GND 936.85 40568 GND 936.93 40569 VLN1 936.42 40570 GND 935.48 40571 GND 936.86 40572 VLN1 937.01 40573 GND 937.76 40574 VLN1 938.91 40575 VLN1 939.32 40576 GND 940.03 40577 VLN1 941.14 40578 GND 943.13 40579 GND 943.09 40580 VLN1 945.70 40581 GND 947.83 40582 VLN1 949.73 40583 VLN1 949.14 40584 GND 948.93 40585 VLN1 E J40519 948.43 40586 GND 949.09 40587 GND 948.88 40588 GND 947.98 40589 GND 948.04 40590 GND 947.46 40591 GND 947.33 40592 GND 947.25 40593 GND 945.53 40594 GND 945.57 40595 GND 945.67 40596 GND 943.15 40597 GND 941.99 40598 GND 944.3740599 GND 944.83 40600 GND 944.63 40601 GND 944.42 40602 GND 944.38 40603 GND 944.08 40604 GND 943.60 40605 GND 943.46 40606 GND 942.69 40607 GND 943.34 40608 GND 942.35 40609 WTR B 3' WIDE CTRLN 938.78 40611 TEL B 966.9740612 TEL B 962.63 40613 ELC B 962.69 40614 ELC 961.94 40615 TEL 962.53 40616 TEL 956.87 40617 ELC 956.90 40618 ELC 956.26 40619 ELC E 956.26 40620 TEL 955.6640621 TEL E 952.94 40622 ELC B 951.76 40623 ELC E 952.18 40624 TEL B 951.42 40625 TEL 946.71 40626 TEL E 941.18 40631 GND 966.47 40633 GND 967.28 40634 GND 968.66 40635 GND 970.14 40636 GND 968.66 40637 VLN B J40482 967.85 40638 VLN 965.63 40639 GND 965.82 40640 GND 967.04 40641 GND 967.52 40642 GND 966.20 40644 GND 966.75 40645 GND 964.44 40646 GND 963.72 40647 VLN 964.41 40648 VLN 962.39 40649 VLN 959.62 40650 GND 958.80 40651 GND 957.50 40652 VLN 957.48 40653 GND 960.90 40654 GND 960.58 40655 GND 964.59 40656 GND 965.90 40657 GND 968.92 40658 GND 965.99 40659 GND 968.34 40660 GND 964.90 40661 GND 964.26 40662 GND 957.92 40663 GND 964.21 40664 GND 968.77 40665 GND 964.85 40666 GND 960.0140667 GND 956.70 40668 VLN 956.25 40669 GND 956.37 40670 GND 958.73 40671 VLN 962.42 40672 GND 964.08 40673 GND 965.33 40674 GND 966.97 40675 GND 960.87 40676 GND 961.54 40677 GND 960.46 40678 GND 956.81 40679 GND 953.00 40680 GND 952.42 40681 VLN 952.8440682 GND 952.51 40683 GND 952.14 40684 GND 958.64 40685 GND 961.18 40686 GND 960.79 40687 GND 955.77 40688 GND 953.95 40689 GND 955.0240690 GND 954.48 40691 GND 958.55 40692 GND 962.46 40693 GND 965.27 40694 GND 965.30 40695 GND 966.03 40696 GND 965.89 40697 GND 965.11 40698 GND 952.22 40699 GND 950.82 40700 GND 949.34 40701 GND 950.94 40702 GND 949.54 40703 VLN 950.80 40704 GND 952.09 40705 VLN 946.28 40706 GND 947.16 40707 GND 947.17 40708 GND 944.51 40709 VLN 943.8040710 GND 942.32 40711 GND 943.91 40712 VLN 943.8540713 GND 943.51 40714 GND 944.29 40715 VLN 944.34 40716 VLN 942.68 40717 GND 942.54 40718 GND 942.20 40719 GND 940.81 40720 GND 939.2440721 VLN 939.30 40722 GND 939.12 40723 GND 937.48 40724 GND 937.60 40725 GND 931.02 40726 GND 929.67 40727 GND 935.43 40728 VLN 935.96 40729 WTR1 B 3'CL 925.54 40730 WTR1 2'CL 925.79 40731 GND 927.55 40732 GND 928.64 40733 GND 935.10 40734 VLN 937.78 40735 GND 940.22 40736 GND 940.46 40737 GND 941.53 40738 VLN 941.99 40739 GND 939.7740740 GND 941.87 40741 GND 942.95 40742 GND 931.12 40743 WTR1 926.98 40744 GND 929.90 40745 GND 936.91 40746 GND 935.4440747 GND 932.3140748 GND 930.22 40749 WTR1 927.78 40750 GND 929.61 40751 GND 936.28 40752 GND 940.44 40753 GND 942.82 40754 VLN 939.71 40755 VLN 938.53 40756 GND 940.98 40757 GND 935.62 40758 GND 930.54 40759 WTR1 928.90 40760 WTR1 928.98 40761 GND 931.17 40762 GND 935.92 40763 GND 931.51 40764 VLN 932.49 40765 WTR1 929.41 40766 WTR1 929.59 40767 GND 930.7640768 GND 930.82 40769 WTR1 929.96 40770 GND 931.26 40771 GND 931.54 40772 GND 931.90 40773 WTR1 930.20 40774 GND 932.12 40775 WTR1 931.00 40776 GND 932.23 40777 GND 934.60 40778 GND 932.69 40779 WTR1 2' 931.7840780 GND 935.10 40781 GND 934.02 40782 VLN 934.16 40783 GND 935.72 40784 WTR1 E 3' 932.12 40785 GND 935.27 40786 GND 935.82 40787 VLN 936.20 40788 GND 938.66 40789 GND 940.37 40790 VLN 940.37 40791 VLN 941.08 40792 GND 941.34 40793 GND 942.79 40794 VLN 943.76 40795 GND 944.41 40796 GND 942.22 40797 GND 941.93 40798 GND 944.56 40799 GND 947.25 40800 GND 946.51 40801 GND 943.95 40802 VLN 945.86 40803 GND 946.69 40804 VLN 944.72 40805 GND 943.63 40806 GND 944.32 40807 VLN 945.14 40808 GND 944.99 40809 VLN 946.90 40810 GND 944.31 40811 GND 943.24 40812 GND 942.44 40813 GND 942.92 40814 GND 941.15 40815 GND 940.51 40816 GND 938.15 40817 GND 938.08 40818 GND 938.48 40819 GND 932.27 40820 GND 932.53 40821 GND 931.53 40822 GND 930.86 40823 GND 935.53 40824 GND 937.70 40825 GND 936.73 40826 GND 937.70 40827 GND 938.48 40828 GND 939.12 40829 GND 939.74 40830 GND 941.80 40831 GND 940.08 40832 GND 943.23 40833 GND 941.42 40834 GND 940.05 40835 GND 938.89 40836 GND 937.56 40837 GND 939.46 40838 GND 939.97 40839 GND 941.22 40840 GND 940.42 40841 GND 939.87 40842 GND 939.70 40843 GND 939.30 40844 GND 940.36 40845 GND 940.87 40846 GND 941.07 40847 GND 942.13 40848 GND 941.87 40849 GND 941.68 40850 VLN 949.08 40851 GND 950.11 40852 GND 953.34 40853 GND 953.0740854 VLN 952.61 40855 GND 952.75 40856 GND 951.24 40857 GND 951.65 40858 VLN 951.83 40859 GND 952.61 40860 GND 957.96 40861 GND 953.43 40862 GND 953.10 40863 GND 954.14 40864 VLN 952.32 40865 VLN 955.91 40866 GND 955.66 40867 GND 957.11 40868 GND 959.17 40869 GND 960.16 40870 GND 960.24 40871 GND 956.14 40872 VLN 957.43 40873 VLN 965.06 40874 GND 962.93 40875 GND 959.79 40876 GND 963.16 40877 GND 963.31 40878 VLN 964.42 40879 VLN 964.95 40880 VLN E 965.47 40883 BIT B AB J40538 928.12 40884 BIT 926.4740885 BIT AE 924.48 40886 BIT CON B 923.72 40887 BIT 923.56 40888 BIT AB 924.43 40889 BIT 926.03 40890 BIT E AE J40537 928.60 40891 RWG B 928.30 40892 RWG 928.73 40893 RWG 936.47 40894 RWG 936.58 40895 RWG 936.57 40896 RWG 936.07 40897 RWG 936.04 40898 GND 935.30 40899 GND 930.60 40900 STEP B J40123 935.97 40901 STEP CON1 B 934.03 40902 STEP CON2 B 933.98 40903 STEP E J40124 935.80 40904 STEP B CON2 E 933.82 40905 STEP CON1 E 934.0140906 GND 935.09 40907 STEP CON1 B 932.05 40908 STEP F CON2 B 931.87 40909 STEP B CON2 E 931.88 40910 STEP CON1 E 932.02 40911 STEP CON1 B 930.03 40912 STEP F CON2 B 929.87 40913 STEP B CON2 E 929.92 40914 STEP CON1 E 930.02 40915 STEP CON1 B AB 928.24 40916 STEP F CON2 B AB 928.08 40917 CON2 927.98 40918 CON2 E AE STR B 928.06 40919 CON1 928.07 40920 CON1 E AE STR 928.25 40921 STEP CON1 B 926.3540922 STEP F CON2 B 926.15 40923 STEP B CON2 E 926.13 40924 STEP CON1 E 926.18 40925 CON 924.0440926 CON 924.07 40927 CON E STR 924.3340928 STEP F CON B 924.20 40929 CON 923.98 40930 CON 923.37 40931 CON 922.27 40932 CON 922.36 40933 CON E 922.54 40934 CON B 922.00 40935 CON RWG1 B 921.99 40936 CON 921.98 40937 CON E J40887 923.16 40938 RWG 928.64 40939 RWG 927.88 40940 RWG 922.68 40941 GND 923.42 40942 GND 923.95 40943 GND 928.21 40944 GND 929.51 40945 GND 922.47 40946 GND 922.21 40947 GND 919.89 40949 RWG1 922.14 40950 RWG1 E 920.67 40951 GND 920.78 40952 WTR1 B 3'CL 919.59 40953 RWG F 922.44 40954 GND 920.88 40955 GND 921.71 40956 WTR1 919.44 40957 WTR1 919.66 40958 GND 921.89 40959 GND 921.98 40960 GND 921.13 40961 GND 925.23 40962 WTR1 921.04 40963 WTR1 E 920.94 40964 GND 923.0040965 GND 922.56 40966 GND 929.77 40967 GND 927.1540968 GND 924.38 40969 GND 923.20 40970 STRM INV 24"RCP 920.18 40972 WTR1 B 3'CL 921.04 40973 GND 922.53 40974 GND 923.16 40975 GND 924.30 40976 WTR1 921.21 40977 WTR1 921.35 40978 GND 923.84 40979 WTR1 921.45 40980 GND 923.17 40981 GND 924.61 40982 GND 924.52 40983 WTR1 921.55 40984 GND 923.31 40985 WTR1 921.84 40986 WTR1 922.04 40987 GND 923.6340988 GND 926.51 40989 GND 923.43 40990 GND 928.35 40991 GND 933.17 40992 GND 926.70 40993 GND 924.79 40994 GND 926.58 40995 GND 933.63 40996 GND 932.55 40997 GND 924.69 40998 WTR1 922.22 40999 GND 924.6841000GND 924.87 41001 GND 925.93 41002 WTR1 4' 922.60 41003 GND 924.74 41004 GND 935.89 41005 GND 932.36 41006 GND 936.27 41007 WTR1 923.08 41008 WTR1 922.81 41009 WTR1 923.07 41010 GND 925.1241011 GND 925.06 41012 GND 929.16 41013 WTR1 923.7341014GND 925.59 41015 GND 926.79 41016 GND 930.54 41017 GND 929.36 41018 GND 929.07 41019 GND 926.02 41020 WTR1 924.16 41021 GND 929.67 41022 GND 934.15 41023 GND 933.83 41024 GND 935.99 41025 GND 935.35 41026 GND 936.9841027 GND 931.34 41028 WTR1 924.35 41029 GND 928.84 41030 GND 927.72 41031 WTR1 925.03 41032 GND 928.97 41033 GND 928.17 41034 WTR1 924.84 41035 WTR1 3'CL 925.18 41036 WTR1 925.38 41037 WTR1 E J40729 925.64 41038 GND 928.65 41039 GND 929.9741040 GND 925.5341041 GND 928.44 41042 GND 928.60 41043 GND 936.67 41044 GND 940.53 41045 GND 935.47 41046 GND 942.97 41047 GND 945.30 41048 GND 945.95 41049 GND 945.55 41050 GND 943.72 41051 GND 941.44 41052 GND 943.28 41053 GND 945.28 41054 GND 942.43 41055 GND 939.84 41056 GND 940.29 41057 GND 940.64 41058 GND 942.19 41059 GND 943.74 41060 GND 945.14 41061 GND 943.24 41062 VLN J45411 948.22 41063 VLN E 947.54 41064 GND 946.07 41065 GND 941.05 41066 GND 941.27 41067 GND 946.45 41068 GND 946.16 41069 GND 946.13 41070 GND 947.26 41071 GND 949.01 41072 GND 949.48 41073 GND 946.53 41074 GND 951.52 41075 GND 948.40 41076 GND 952.21 41077 GND 944.53 41078 GND 944.55 41079 GND 939.47 41080 GND 937.63 41081 GND 935.50 41082 GND 933.75 41083 GND 938.34 41084 GND 937.31 41085 GND 932.10 41086 GND 931.56 41087 GND 932.20 41088 GND 935.70 41089 GND 938.78 41090 GND 944.23 41091 GND 936.54 41092 GND 934.4241093 GND 940.14 41094 GND 937.91 41095 GND 938.55 41096 GND 938.86 41097 GND 938.70 41098 GND 939.5141099GND 938.91 41100 GND 942.27 41101 GND 931.83 41102 GND 932.53 41103 GND 938.26 41104 GND 931.31 41105 GND 931.24 41106 GND 935.91 41107 GND 931.28 41108 GND 930.89 41109 GND 936.04 41110 GND 942.21 41111 GND 929.88 41112 GND 930.21 41113 GND 928.8441114 GND 928.9341115 GND 935.03 41116 GND 939.02 41117 GND 936.47 41118 GND 930.50 41119 GND 928.79 41120 GND 925.87 41121 GND 926.88 41122 GND 926.65 40374 WET B 2-1 955.03 40375 WET 2-2 954.4240376 WET 2-3 954.23 40377 WET 2-4 953.88 40378 WET 2-5 952.70 40379 WET 2-6 952.94 40380 WET 2-7 952.77 40381 WET 2-8 952.64 40388 WET 2-9 951.90 40390 WET 2-10 951.15 40392 WET 2-11 950.84 40393 WET 2-13 950.15 40395 WET 2-14 949.50 40396 WET 2-15 949.25 40398 WET 2-16 948.75 40401 WET 2-17 948.57 40402 WET 2-18 948.54 40403 WET 2-19 948.90 40405 WET 2-20 949.26 40406 WET 2-21 949.64 40407 WET 2-22 949.90 40408 WET 2-23 950.64 40409 WET 2-24 950.41 40410 WET 2-25 950.79 40411 WET 2-26 951.87 40414 WET 2-27 952.56 40416 WET 2-28 952.55 40420 WET 2-29 952.91 40421 WET 2-30 953.42 40424 WET 2-31 953.49 40425 WET 2-32 953.78 41123 WET 2-33 953.86 41124 WET 2-34 954.22 41125 WET 2-35 954.99 41126 WET E 2-36 955.59 41127 GND 954.16 41128 WET B 1-1 954.74 41129 WET 1-2 954.33 41130 WET 1-3 953.04 41131 WET 1-4 953.49 41132 WET 1-5 954.56 41133 WET 1-6 954.72 41134 WET E F 1-7 954.78 41135 GND 953.93 41136 GND 956.59 41137 GND 956.14 41138 GND 954.31 41139 GND 952.23 41140 GND 952.76 41141 GND 953.15 41142 GND 956.17 41143 GND 956.64 41144 GND 955.34 41145 GND 954.06 41146 GND 953.93 41147 GND 955.45 41148 GND 952.44 41149 GND 949.46 41150 GND 948.58 41151 GND 946.24 41152 GND 936.64 41153 WTR B J40784 934.96 41154 GND 937.04 41155 GND 937.62 41156 GND 941.54 41157 WTR E J35100 935.81 41158 GND 937.34 41159 GND 937.33 41160 GND 942.01 41161 GND 942.79 41162 GND 942.97 41163 GND 943.60 41164 GND 943.92 41165 GND 946.29 41166 GND 945.82 41167 GND 944.02 41168 GND 945.65 41169 GND 944.02 41170 GND 949.60 41171 GND 949.07 41172 GND 937.30 41173 GND 941.71 41174 GND 946.06 41175 GND 945.60 30000 VLN B 967.04 30001 VLN 964.9030002GDENBJ30001 964.22 30003 GDEN 962.9030004GDEN 962.38 30005 GDEN 962.5930006GDEN 962.1830007 GDEN 960.7530008 GDEN 959.0730009 GDEN 957.45 30010 GDEN E J30011 956.30 30011 VLN1 B 955.70 30012 VLN1 954.19 30013 VLN1 953.3930014 VLN1 953.4930015VLN1 953.25 30016 VLN1 952.82 30017 VLN1 952.53 30018 VLN1 950.82 30019 VLN1 946.72 30020 VLN1 947.35 30021 VLN1 949.26 30022 VLN1 958.58 30023 VLN1 951.44 30024 VLN1 E J30011 954.67 30025 VLN2 B 953.59 30026 VLN2 954.75 30027 VLN2 955.71 30028 VLN2 956.05 30029 VLN2 949.74 30030 VLN2 954.25 30031 VLN2 955.57 30032 VLN2 954.95 30033 VLN2 E F 953.45 30034 GDEN B J30017 949.56 30035 GDEN 943.92 30036 GDEN 942.29 30037 GDEN 940.48 30038 GDEN 939.22 30039 GDEN 938.31 30040 GND 939.61 30041 GND 944.32 30042 GND 950.16 30043 GND 953.42 30044 GND 955.13 30045 GND 954.69 30046 GND 953.75 30047 GND 953.27 30048 GND 953.46 30049 GND 954.26 30050 GND 954.69 30051 GND 952.91 30052 GND 948.18 30053 GND 952.08 30054 GND 953.18 30055 GND 952.67 30056 GND 950.23 30057 GND 949.11 30058 GND 945.98 30059 GND 942.75 30060 GND 940.30 30061 GND 941.52 30062 GND 943.43 30063 GND 944.99 30064 GND 938.91 30065 GND 937.31 30066 GND 937.15 30067 GND 937.42 30068 GND 938.52 30069 GND 939.64 30070 GND 938.10 30071 GND 937.87 30072 GND 938.02 30073 GND 939.91 30074 GND 943.18 30075 GND 946.53 30076 GND 942.31 30077 GND 939.67 30078 GND 938.84 30079 GND 939.71 30080 GND 941.82 30081 GND 946.23 30082 GND 942.91 30083 GND 940.78 30084 GND 939.51 30085 GND 940.69 30086 GND 942.89 30087 GND 947.86 30088 GND 949.31 30089 GND 944.77 30090 GND 941.70 30091 GND 940.74 30092 GND 941.82 30093 GND 945.47 30094 GND 949.70 30095 GND 951.55 30096 GND 951.31 30097 GND 952.57 30098 GND 949.24 30099 GND 944.61 30100 GND 942.26 30101 GND 942.26 30102 GND 943.82 30103 GND 947.30 30104 GND 952.53 30105 GND 956.06 30106 GND 956.02 30107 GND 955.05 30108 GND 954.14 30109 GND 953.44 30110 GND 955.61 30111 GND 956.23 30112 GND 957.28 30113 GND 957.53 30114 GND 954.05 30115 GND 949.63 30116 GND 945.84 30117 GND 943.82 30118 GND 943.23 30119 GND 945.20 30120 GND 948.50 30121 GND 952.64 30122 GND 952.59 30123 GND 950.37 30124 GND 949.12 30125 GND 950.84 30126 GND 952.43 30127 GND 950.24 30128 GND 946.81 30129 GND 945.35 30130 GND 945.15 30131 GND 947.37 30132 GND 950.65 30133 GND 954.47 30134 GND 958.18 30135 GND 959.89 30136 GND 959.01 30137 GND 958.07 30138 GND 960.40 30139 GND 960.93 30140 GND 961.02 30141 GND 958.33 30142 GND 955.09 30143 GND 951.92 30144 GND 948.16 30145 GND 947.47 30146 GND 947.91 30147 GND 948.83 30148 GND 951.00 30149 GND 952.15 30150 GND 951.07 30151 GND 949.26 30152 GND 949.63 30153 GND 949.79 30154 GND 950.96 30155 GND 952.13 30156 GND 952.17 30157 GND 952.00 30158 GND 951.55 30159 GND 951.44 30160 GND 951.41 30161 GND 951.70 30162 GND 954.94 30163 GND 957.62 30164 GND 960.36 30165 GND 962.17 30166 GND 962.01 30167 GND 962.98 30168 GND 961.05 30169 GND 958.67 30170 GND 956.27 30171 GND 954.52 30172 GND 955.19 30173 GND 955.42 30174 GND 955.64 30175 GND 955.81 30176 GND 955.44 30177 GND 954.24 30178 GND 952.62 30179 GND 951.26 30180 GND 950.58 30181 GND 950.96 30182 GND 950.84 30183 GND 951.36 30184 GND 952.14 30185 GND 952.20 30186 GND 951.84 30187 GND 952.43 30188 GND 954.70 30189 GND 956.78 30190 GND 958.15 30191 GND 958.35 30192 GND 957.83 30193 GND 956.81 30194 GND 956.02 30195 GND 956.43 30196 GND 958.41 30197 GND 960.62 30198 GND 962.61 30199 GND 961.49 30200 GND 958.80 30201 GND 957.31 30202 GND 956.87 30203 GND 957.78 30204 GND 959.05 30205 GND 960.22 30206 GND 960.08 30207 GND 958.38 30208 GND 955.95 30209 GND 954.36 30210 GND 953.45 30211 GND 953.86 30212 GND 953.92 30213 GND 953.54 30214 GND 952.65 30215 GND 951.59 30216 GND 952.22 30217 GND 953.42 30218 GND 954.06 30219 GND 954.16 30220 GND 953.88 30221 GND 954.59 30222 GND 955.59 30223 GND 955.96 30224 GND 956.17 30225 GND 957.22 30226 GND 959.24 30227 GND 961.09 30228 GND 961.78 30229 GND 960.66 30230 GND 959.6030231 GND 957.99 30232 GND 959.34 30233 GND 960.57 30234 GND 959.42 30235 GND 956.94 30236 GND 955.58 30237 GND 954.65 30238 GND 954.89 30239 GND 955.37 30240 GND 954.14 30241 GND 953.46 30242 GND 953.82 30243 GND 954.78 30244 GND 955.91 30245 GND 958.14 30246 GND 958.70 30247 GND 957.50 30248 GND 956.6430249 GND 955.20 30250 GND 955.50 30251 GND 956.04 30252 GND 955.98 30253 GND 954.78 30254 GND 953.76 30255 GND 952.73 30256 GND 955.88 30257 GND 958.08 30258 GND 959.60 30259 GND 960.47 30260 GND 959.84 30261 GND 958.71 30262 GND 957.97 30263 GND 958.03 30264 GND 958.45 30265 GND 959.42 30266 GND 960.72 30267 GND 960.50 30268 GND 959.39 30269 GND 958.99 30270 GND 959.13 30271 GND 960.08 30272 GND 961.11 30273 GND 960.20 30274 GND 958.98 30275 GND 957.93 30276 GND 959.03 30277 GND 960.12 30278 GND 961.99 30279 GND 963.46 30280 GND 962.27 30281 GND 961.31 30282 GND 960.81 30283 GND 960.79 30284 GND 961.37 30285 VLN 962.03 30286 VLN 962.04 30287 VLN 962.85 30288 VLN 963.85 30289 VLN 965.27 30290 VLN 964.51 30291 VLN 962.29 30292 VLN 961.29 30293 VLN 960.51 30294 VLN 958.48 30295 VLN 957.40 30296 VLN 956.59 30297 VLN 955.86 30298 VLN 956.59 30299 VLN 957.45 30300 VLN 958.74 30301 VLN 960.14 30302 VLN 960.67 30303 VLN 962.06 30304 VLN 963.05 30305 VLN 962.44 30306 VLN 960.14 30307 VLN 958.38 30308 VLN 957.72 30309 VLN 957.00 30310 VLN 956.48 30311 VLN 956.31 30312 VLN 955.34 30313 VLN 954.04 30314 VLN 953.41 30315 VLN E 952.77 30316 GDEN1 B J30315 952.58 30317 GDEN1 952.65 30318 GDEN1 952.50 30319 GDEN1 952.43 30320 GDEN1 951.64 30321 GDEN1 950.91 30322 GDEN1 950.66 30323 GDEN1 949.98 30324 GDEN1 949.58 30325 GDEN1 949.08 30326 GDEN1 948.86 30327 GDEN1 E VLN B 948.76 30328 GDEN2 B 947.98 30329 GDEN2 948.24 30330 GDEN2 948.68 30331 GDEN2 948.99 30332 GDEN2 949.19 30333 GDEN2 950.11 30334 GDEN2 951.01 30335 GDEN2 951.50 30336 GDEN2 952.35 30337 GDEN2 952.15 30338 GDEN2 952.90 30339 GDEN2 E B VLN1 952.82 30340 GND 953.68 30341 GND 954.57 30342 GND 954.95 30343 GND 954.93 30344 GND 955.22 30345 GND 957.95 30346 GND 960.7630347GND 961.7330348 GND 962.27 30349 GND 964.90 30350 GND 968.25 30351 GND 971.0430352 GND 974.12 30353 GND 977.42 30354 GND 977.94 30355 GND 975.35 30356 GND 973.43 30357 GND 970.64 30358 GND 968.24 30359 GND 972.43 30360 GND 972.02 30361 GND 967.97 30362 GND 965.10 30363 GND 962.84 30364 GND 961.05 30365 GND 960.82 30366 GND 959.97 30367 GND 959.39 30368 GND 957.46 30369 GND 955.67 30370 GND 958.00 30371 GND 959.22 30372 GND 959.66 30373 GND 959.56 30374 GND 959.82 30375 GND 960.74 30376 GND 962.39 30377 GND 964.35 30378 GND 966.98 30379 GND 963.60 30380 GND 961.58 30381 GND 959.91 30382 GND 958.70 30383 GND 958.49 30384 GND 959.82 30385 GND 960.29 30386 GND 959.25 30387 GND 956.24 30388 GND 956.11 30389 GND 958.67 30390 GND 961.54 30391 GND 960.65 30392 GND 958.16 30393 GND 957.4830394GND 959.21 30395 GND 961.0230396 GND 961.1430397GND 961.83 30398 GND 959.22 30399 GND 957.33 30400 GND 956.06 30401 GND 955.36 30402 GND 952.74 30403 GND 949.31 30404 GND 948.34 30405 GND 948.39 30406 GND 950.42 30407 GND 953.19 30408 GND 956.37 30409 GND 957.76 30410 GND 958.67 30411 GND 959.86 30412 GND 959.95 30413 GND 959.20 30414 GND 958.97 30415 GND 956.66 30416 GND 953.35 30417 GND 950.28 30418 GND 948.84 30419 GND 948.70 30420 GND 950.36 30421 GND 953.21 30422 GND 956.42 30423 GND 957.79 30424 GND 957.26 30425 GND 957.32 30426 GND 957.52 30427 GND 957.22 30428 GND 956.79 30429 GND 956.42 30430 GND 956.75 30431 GND 955.08 30432 GND 952.28 30433 GND 950.20 30434 GND 949.22 30435 GND 949.97 30436 GND 951.71 30437 GND 953.71 30438 GND 954.91 30439 GND 956.60 30440 GND 957.79 30441 GND 958.63 30442 GND 961.29 30443 GND 959.46 30444 GND 956.97 30445 GND 954.40 30446 GND 951.67 30447 GND 950.45 30448 GND 951.82 30449 GND 953.22 30450 GND 953.61 30451 GND 953.82 30452 GND 953.97 30453 GND 954.61 30454 GND 955.89 30455 GND 955.02 30456 GND 955.54 30457 GND 956.91 30458 GND 958.09 30459 GND 960.02 30460 GND 958.34 30461 GND 956.22 30462 GND 954.26 35000 GND 949.63 35001 GND 950.12 35002 GND 955.40 35003 GND 963.72 35004 GND 964.05 35005 GND 957.92 35006 GND 951.34 35007 VLN B 949.58 35008 VLN 949.33 35009 VLN 949.33 35010 VLN 950.44 35011 VLN 950.93 35012 VLN GND 947.60 35013 VLN GND 945.02 35014 GND 948.29 35015 GND 952.58 35017 GND 957.43 35018 GND 963.59 35019 GND 964.28 35020 GND 958.56 35021 GND 952.85 35022 VLN GND 951.01 35023 VLN GND 951.14 35024 VLN GND 951.60 35025 VLN GND 952.70 35026 VLN GND 952.22 35027 VLN GND 952.91 35028 VLN E J40865 955.39 35029 GND 955.03 35030 GND 954.22 35031 GND 957.52 35032 GND 957.69 35033 GND 956.56 35034 GND 956.99 35035 GND 960.15 35036 GND 964.53 35037 GND 964.98 35038 GND 962.15 35039 GND 960.4935040 GND 960.10 35041 GND 962.19 35042 GND 963.25 35043 GND 963.31 35044 GND 964.62 35045 GND 964.39 35046 GND 964.80 35047 GND 961.09 35048 GND 956.25 35049 GND 953.9735050 GND 953.29 35051 GND 948.29 35052 GND 945.43 35053 RIP B 946.8135054 RIP 945.15 35055 RIP 944.7935056RIP 944.45 35057 RIP 945.13 35058 RIP 945.00 35059 RIP 945.20 35060 RIP 944.92 35061 RIP 947.13 35062 RIP 948.77 35063 RIP F 948.0635069 GND 945.20 35070 GND 946.70 35071 GND 948.40 35072 GND 949.31 35073 GND 948.00 35074 GND 945.28 35075 WTR B 6' WIDE 943.78 35076 WTR 6' WIDE 942.47 35077 WTR 5' WIDE 941.53 35078 GND 944.84 35079 GND 949.31 35080 GND 950.00 35081 GND 948.67 35082 GND 944.18 35083 WTR 4' WIDE 941.73 35084 WTR 4' WIDE 941.2435085 WTR 4' WIDE 941.2635086 WTR 4' WIDE 941.2035087 WTR 4' WIDE 941.1935088 WTR 4' WIDE 940.70 35089 WTR 4' WIDE 940.70 35090 WTR 4' WIDE 939.35 35092 WTR 4' WIDE 938.73 35093 WTR 8' WIDE 938.28 35094 WTR 8' WIDE 938.28 35095 WTR 8' WIDE 938.38 35096 WTR 8' WIDE 937.0635097 WTR 6' WIDE 937.34 35098 WTR 4' WIDE 936.56 35099 WTR 3' WIDE 944.30 35100 WTR E 3' WIDE 935.78 35101 GND 945.62 35102 GND 943.13 35103 GND 944.8735104 GND 947.69 35105 GND 945.84 35106 GND 943.20 35107 GND 941.12 35108 GND 944.73 35109 GND 943.10 35110 GND 943.34 35111 GND 940.98 45415 CON B J45417 950.78 45417 CON B 953.82 45418 CON1 B 953.8245419CON1 954.06 45420 CON1 E 954.94 45421 CON1 B 954.94 45422 CGB B J45421 954.96 45427 CON1 954.17 45428 CON 954.06 45524 CON1 B J45418 950.83 45526 GND 952.40 45529 ETR.C B 945.86 45530 ETR.C 945.90 45531 ETR.C 945.99 45532 ETR.C F 945.90 45533 VLN B J41063 945.95 45534 VLN 948.90 45536 VLN 948.79 45537 VLN 949.54 45538 VLN 949.28 45539 GND 949.16 45540 GND 946.97 45541 GND 949.17 45542 GND 947.45 45543 GND 945.47 45544 GND 945.97 45545 GND 944.86 45546 GND 946.21 45547 GND 947.97 45548 GND 948.34 45549 GND 947.30 45550 GND 949.12 45551 GND 945.80 45552 GND 945.49 45553 GND 945.08 45554 GND 944.16 45555 GND 943.86 45556 GND 944.07 45557 GND 944.3245558 GND 945.57 45559 GND 949.84 26 TRAV 937.88 40882 TRAV NAIL 924.44 45416 TRAV NAIL 953.86 45525 TRAV NAIL 947.15 45535 TRAV NAIL 948.30 444444444444888888888888888888888888888888888888888888888888NOPARKINGNO PARKING NO PARKING PROPOSED BUILDING LOWER LEVEL=952.50 LEVEL 1=974.50 PROPOSED BUILDING FFE=952.50 COLD STORAGE BUILDING FFE=952.50 COLD STORAGE BUILDING FFE=952.50 COLD STORAGE BUILDING FFE=952.50 951 951 952 952 952 953 954 955954955954956957958 960961962961962963 960959961962963955953954956957958960956957958959961962963964960959961962960958959961962963964965961962963964965964960958959961962 963951952955953954 956 9559 5 2 9 5 3 9 5 495495 4 95695 5 953 95 4 970 971 972 973 974 967 968 969 952953954955960965954956957958959961962963964966967968 960956 957958959 952951952952952952960 965 958 959 961 962 963 964 966 967 968 969 965961962963964966955960956957958959961962970 971 972 973 951952951952952 9519 5 1 95 2 952 96 0965 970 95795 8 95 996 1 9 6 2 9639649669679689699 7 1 9 7 2 9 7 3974 965966967968970 975 966967968969 971972973974 976977978979 970975969971972973974976977978 945 950 955 960 965 943944 946 947948949 951952953954 956957958959 961 962 963 964 94 0 9 4 5 9419429439 4 4 9 4 6 9359 4 0 9339349 3 6 9 3 7 9 3 8 9 3 9 9 41942 945950943944946947948949951940945941942943944946945942943944946935940933934936937938939941945950942943944946947948949951952945 942 943 94494694594 3944946 8 88940938939941942930935931932933934936937938939 95488888951952955 95 6 95 7 955956957958955955956955 953 954956972973974952 8884444950947948949 951 952953 951INLET PROTECTION TYP-SEE DETAIL INLET PROTECTION TYP-SEE DETAIL INLET PROTECTION TYP-SEE DETAIL INLET PROTECTION TYP-SEE DETAIL INLET PROTECTION TYP-SEE DETAIL INLET PROTECTION TYP-SEE DETAIL INLET PROTECTION TYP-SEE DETAIL INLET PROTECTION TYP-SEE DETAIL SILT FENCE TYP-SEE DETAIL DOUBLE SILT FENCE TYP-SEE DETAIL DOUBLE SILT FENCE TYP-SEE DETAIL DOUBLE SILT FENCE TYP-SEE DETAIL EROSION CONTROL BLANKET SEE DETAIL EROSION CONTROL BLANKET SEE DETAIL SILT FENCE AROUND BASIN IMMEDIATELY AFTER CONSTRUCTION TO PROTECT BASIN TYP-SEE DETAIL SILT FENCE AROUND BASIN IMMEDIATELY AFTER CONSTRUCTION TO PROTECT BASIN TYP-SEE DETAIL ROCK CONSTRUCTION ENTRANCE SEE DETAIL ROCK CONSTRUCTION ENTRANCE SEE DETAIL SILT FENCE TYP-SEE DETAIL BIOROLL DITCH CHECK TYP-SEE DETAIL BIOROLL DITCH CHECK TYP-SEE DETAIL EROSION CONTROL BLANKET SEE DETAIL EROSION CONTROL BLANKET SEE DETAIL EROSION CONTROL BLANKET SEE DETAIL EROSION CONTROL BLANKET SEE DETAIL EROSION CONTROL BLANKET SEE DETAIL ESTIMATED QUANTITIES DESCRIPTION UNIT TEMPORARY ROCK CONSTRUCTION ENTRANCE EA PREFABRICATED CONCRETE WASHOUT EA SILT FENCE LF EROSION CONTROL BLANKET SY INLET PROTECTION EA QUANTITY 2 1 6,480 6,670 34 BIOROLLS LF ±360 N SCALE IN FEET 0 50 100 NORTH KEY PLAN DRAWING NUMBER DRAWING TITLE CLIENT 4201 cedar avenue so. - minneapolis, MN 55407 tel. (612) 904-1332 - fax (612) 904-7366 NOT F O R C O N S T R U C TI O N PROJECT NUMBER 21602.0A REVISION DATE DESCRIPTION BY 1891 Arboretum Boulevard Chanhassen, MN 55317 Xcel Energy Service Center Chanhassen Title: Zachary B. Moen - PE Registration Number: 58688 Date: XX/XX/XXXX By: Title: Professional Engineer I hereby certify that this drawing was prepared by me or under my direct supervision and that I am a duly licensed Professional Engineer under the laws of the State of Minnesota. LOUCKS PROJECT NO. 21602 10/25/2022 WATERSHED SUBMITTAL 11/16/2022 TEP SUBMITTAL 11/16/2022 SCHEMATIC DESIGN PACKAGE 12/05/2022 SD PACKAGE ADDENDUM 01/12/2023 CITY SUBMISSION C3.4 STORM WATER POLLUTION PREVENTION PLAN SWPPP) NOTE: EXISTING CONDITIONS INFORMATION SHOWN IS FROM AN ALTA/NSPS LAND TITLE SURVEY PREPARED BY LOUCKS, DATED 03/24/2022. PARKING STALL COUNT ACCESSIBLE PARKING STALL 2 LEGEND CATCH BASIN STORM SEWER SANITARY SEWER WATERMAIN STORM MANHOLE SANITARY MANHOLE HYDRANT GATE VALVE SPOT ELEVATION SIGN LIGHT POLE POWER POLE WATER MANHOLE / WELL CONTOUR CONCRETE CURB UNDERGROUND ELECTRIC CONCRETE TELEPHONE PEDESTAL UNDERGROUND TELEPHONE UNDERGROUND GAS OVERHEAD UTILITY CHAIN LINK FENCE BUILDING RETAINING WALL NO PARKING UNDERGROUND FIBER OPTIC SANITARY SEWER SERVICE WATER SERVICE ELECTRIC METER GAS METER TREE LINE EXISTING PROPOSED 972 DRAINTILE FORCEMAIN 373PARKING SETBACK LINE BUILDING SETBACK LINE 2 FENCE FLARED END SECTION POST INDICATOR VALVE BENCHMARK SOIL BORING 3DIRECTION OF FLOW 1.0% 972.5 Gopher State One Call WARNING: THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND / OR RELOCATION OF LINES. THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. SWPPP LEGEND INLET PROTECTION SILT FENCE EXISTING DRAINAGE PATTERN PROPOSED DRAINAGE PATTERN BIO ROLLS EROSION CONTROL BLANKET RPBCWD STANDARD EROSION CONTROL NOTES 1.NATURAL TOPOGRAPHY AND SOIL CONDITIONS MUST BE PROTECTED, INCLUDING RETENTION ONSITE OF NATIVE TOPSOIL TO THE GREATEST EXTENT POSSIBLE. 2.ADDITIONAL MEASURES, SUCH AS HYDRAULIC MULCHING AND OTHER PRACTICES AS SPECIFIED BY THE DISTRICT MUST BE USED ON SLOPES OF 3:1 (H:V) OR STEEPER TO PROVIDE ADEQUATE STABILIZATION. 3.FINAL SITE STABILIZATION MEASURES MUST SPECIFY THAT AT LEAST SIX INCHES OF TOPSOIL OR ORGANIC MATTER BE SPREAD AND INCORPORATED INTO THE UNDERLYING SOIL DURING FINAL SITE TREATMENT WHEREVER TOPSOIL HAS BEEN REMOVED. 4.CONSTRUCTION SITE WASTE SUCH AS DISCARDED BUILDING MATERIALS, CONCRETE TRUCK WASHOUT, CHEMICALS, LITTER AND SANITARY WASTE MUST BE PROPERLY MANAGED. 5.ALL TEMPORARY EROSION AND SEDIMENT CONTROL BMPS MUST BE MAINTAINED UNTIL COMPLETION OF CONSTRUCTION AND VEGETATION IS ESTABLISHED SUFFICIENTLY TO ENSURE STABILITY OF THE SITE, AS DETERMINED BY THE DISTRICT. 6.ALL TEMPORARY EROSION AND SEDIMENT CONTROL BMPS MUST BE REMOVED UPON FINAL STABILIZATION. 7.SOIL SURFACES COMPACTED DURING CONSTRUCTION AND REMAINING PERVIOUS UPON COMPLETION OF CONSTRUCTION MUST BE DECOMPACTED TO ACHIEVE A SOIL COMPACTION TESTING PRESSURE OF LESS THAN 1,400 KILOPASCALS OR 200 POUNDS PER SQUARE INCH IN THE UPPER 12 INCHES OF THE SOIL PROFILE WHILE TAKING CARE TO PROTECT UTILITIES, TREE ROOTS, AND OTHER EXISTING VEGETATION. 8.ALL DISTURBED AREAS MUST BE STABILIZED WITHIN 7 CALENDAR DAYS AFTER LAND-DISTURBING WORK HAS TEMPORARILY OR PERMANENTLY CEASED ON A PROPERTY THAT DRAINS TO AN IMPAIRED WATER, WITHIN 14 DAYS ELSEWHERE. 9.THE PERMITTEE MUST, AT A MINIMUM, INSPECT, MAINTAIN AND REPAIR ALL DISTURBED SURFACES AND ALL EROSION AND SEDIMENT CONTROL FACILITIES AND SOIL STABILIZATION MEASURES EVERY DAY WORK IS PERFORMED ON THE SITE AND AT LEAST WEEKLY UNTIL LAND-DISTURBING ACTIVITY HAS CEASED. THEREAFTER, THE PERMITTEE MUST PERFORM THESE RESPONSIBILITIES AT LEAST WEEKLY UNTIL VEGETATIVE COVER IS ESTABLISHED. THE PERMITTEE WILL MAINTAIN A LOG OF ACTIVITIES UNDER THIS SECTION FOR INSPECTION BY THE DISTRICT ON REQUEST. 10.ACTIVITIES MUST BE CONDUCTED SO AS TO MINIMIZE THE POTENTIAL TRANSFER OF AQUATIC INVASIVE SPECIES (E.G., ZEBRA MUSSELS, EURASIAN WATERMILFOIL, ETC.) TO THE MAXIMUM EXTENT POSSIBLE. 699945 NORTH KEY PLAN DRAWING NUMBER DRAWING TITLE CLIENT 4201 cedar avenue so. - minneapolis, MN 55407 tel. (612) 904-1332 - fax (612) 904-7366 NOT F O R C O N S T R U C TI O N PROJECT NUMBER 21602.0A REVISION DATE DESCRIPTION BY 1891 Arboretum Boulevard Chanhassen, MN 55317 Xcel Energy Service Center Chanhassen Title: Zachary B. Moen - PE Registration Number: 58688 Date: XX/XX/XXXX By: Title: Professional Engineer I hereby certify that this drawing was prepared by me or under my direct supervision and that I am a duly licensed Professional Engineer under the laws of the State of Minnesota. LOUCKS PROJECT NO. 21602 10/25/2022 WATERSHED SUBMITTAL 11/16/2022 TEP SUBMITTAL 11/16/2022 SCHEMATIC DESIGN PACKAGE 12/05/2022 SD PACKAGE ADDENDUM 01/12/2023 CITY SUBMISSION C3.5 SWPPP NOTES DETAILS SWPPP NOTES SITE VICINITY MAP CONSTRUCTION STORMWATER SPECIAL WATERS SEARCH MAP PROJECT SITE BIO-ROLL OR ROCK LOG NOTES: 1.PLACE BOTTOM EDGE OF WIRE FENCE INTO 6 IN DEEP TRENCH. 2.POSTS SHALL BE: 6 FT MAX. SPACING. STANDARD STEEL T-TYPE POSTS. 5' MIN. LENGTH POSTS, DRIVEN 2 FT INTO THE GROUND. 3.ATTACH WIRE FENCE TO STEEL POSTS WITH NO. 9 GA. ALUMINUM WIRE OR NO. 9 GALVANIZED STEEL PRE-FORMED CLIPS. 4.ATTACH FABRIC TO WIRE FENCING WITH WIRE OR ZIP TIES. A MIN. OF 3 ZIP TIES PER POST. EXTEND BOTTOM OF FABRIC INTO TRENCH. 5.BACKFILL TRENCH & COMPACT. 6.STRAW, WOOD CHIP, COMPOST OR ROCK LOGS PER MNDOT SPECS 3890, 3897. DRAWN 11/2016 LOUCKS PLATE NO. 3002LOUCKS 2'' X 2'' X 18'' LONG WOODEN STAKES AT 2'-0'' SPACING. DRIVE THROUGH NETTING, NOT PENETRATING FIBER LOG. STRAW OR WOOD FIBER 9" OR 12'' DIA. SEDIMENT LOG ROLL ENCLOSED IN POLYPROPYLENE NETTING FL O W TRENCH IF LOOSE SOILS FLOW ENDS SECURELY CLOSED TO PREVENT LOSS OF OPEN GRADED AGGREGATE FILL. SECURED WITH 50 PSI. ZIP TIE 1 NOTES: SEE SPECS. 2573, 3137, 3890 & 3897. MANUFACTURED ALTERNATIVES LISTED ON Mn/DOT'S APPROVED PRODUCTS LIST MAY BE SUBSTITUTED. 1.GEOTEXTILE SOCK BETWEEN 4-10 FEET LONG AND 4-6 INCH DIAMETER. SEAM TO BE JOINED BY TWO ROWS OF STITCHING WITH A PLASTIC MESH BACKING OR PROVIDE A HEAT BONDED SEAM (OR APPROVED EQUIVALENT). FILL ROCK LOG WITH OPEN GRADED AGGREGATE CONSISTING OF SOUND DURABLE PARTICLES OF COARSE AGGREGATE CONFORMING TO SPEC. 3137 TABLE 3137-1; CA-3 GRADATION. EROSION CONTROL BLANKET 6" 6" 1' TO 3'ANCHOR TRENCH 1.DIG 6"X6" TRENCH 2.LAY BLANKETS IN TRENCH 3.STAPLE AT 1.5' INTERVALS 4.BACKFILL WITH NATURAL SOIL AND COMPACT. 5.BLANKET LENGTH SHALL NOT EXCEED 100' WITHOUT AN ANCHOR TRENCH NOTE: SLOPE SURFACE SHALL BE FREE OF ROCKS, SOIL CLUMPS, STICKS, VEHICLE IMPRINTS, AND GRASS. BLANKETS SHALL HAVE GOOD SOIL CONTACT. ANCHOR TRENCH SEE DETAIL AND NOTES BELOW) OVERLAP END JOINTS MINIMUM OF 6" AND STAPLE OVERLAP AT 1.5' INTERVALS. OVERLAP LONGITUDINAL JOINTS MINIMUM OF 6" STAPLE PATTERN/DENSITY SHALL FOLLOW MANUFACTURERS SPECIFICATIONS. DIR E C TI O N O F SU R F A C E FL O W STAGGER JOINTS DRAWN 2/2016 LOUCKS PLATE NO. 3016LOUCKS PROJECT SITE 1.THE NATURE OF THIS PROJECT WILL CONSIST OF CONSTRUCTING PROPOSED BUILDINGS, SURFACE PAVEMENTS, UTILITIES, AND STORMWATER MANAGEMENT SYSTEMS. 2.THE INTENDED SEQUENCING OF MAJOR CONSTRUCTION ACTIVITIES ARE AS FOLLOWS: 1.INSTALL VEHICLE TRACKING BMP (SUMMER 2023) 2.INSTALL INLET PROTECTION (SUMMER 2023) 3.INSTALL SILT FENCE AROUND SITE (SUMMER 2023) 4.CLEAR AND GRUB SITE (SUMMER 2023) 5.STRIP AND STOCKPILE TOPSOIL (SUMMER 2023) 6.REMOVE PAVEMENTS AND UTILITIES (SUMMER 2023) 7.ROUGH GRADE SITE (SUMMER 2023) 8.IMPORT CLEAN FILL FOR REPLACEMENT AND BALANCE (SUMMER 2023) 9.INSTALL UTILITIES (FALL 2023) 10.INSTALL BUILDING FOUNDATIONS (FALL 2023) 11.INSTALL CURB AND GUTTER (SPRING 2024) 12.INSTALL PAVEMENTS AND WALKS (SPRING 2024) 13.FINAL GRADE SITE (SPRING 2024) 14.REMOVE ACCUMULATED SEDIMENT FROM STORMWATER SYSTEMS (DATE) 15.SEED AND MULCH (SUMMER 2024) 16.WHEN ALL CONSTRUCTION ACTIVITY IS COMPLETE AND THE SITE IS STABILIZED, REMOVE SILT FENCE, INLET PROTECTION, AND RESEED ANY AREAS DISTURBED BY THE REMOVAL. 3.SITE DATA: DISTURBED AREA: 17.200 AC PRE-CONSTRUCTION IMPERVIOUS AREA: 0.000 AC POST-CONSTRUCTION IMPERVIOUS AREA: 9.415 AC GENERAL SOIL TYPE:SEE GEOTECHNICAL REPORT B2207371, DATED NOVEMBER 4, 2022, PROVIDED BY BRAUN INTERTEC HYDROLOGY INFORMATION: SEE HYDROLOGY REPORT PREPARED BY LOUCKS 4.EROSION AND SEDIMENT CONTROLS WERE DESIGNED TO EFFECTIVELY CONTROL STORMWATER RUNOFF WITHIN THE PROJECT AREAS. EROSION AND SEDIMENT CONTROL HAVE BEEN PROPOSED TO MINIMIZE CHANNEL EROSION AND SCOUR IN THE IMMEDIATE VICINITY OF DISCHARGE POINTS. FACTORS THAT WERE CONSIDERED INCLUDE PROPOSED IMPERVIOUS AREAS, SLOPE OF IMPERVIOUS SURFACES, STORMWATER INFRASTRUCTURE DISCHARGE POINTS, AND ANNUAL AVERAGE PRECIPITATION DATA FOR THE PROJECT AREA. 5.CARVER COUNTY RECEIVES AN AVERAGE OF 31 INCHES OF PRECIPITATION PER YEAR. THE FOLLOWING CARVER COUNTY 24-HOUR STORM EVENTS ARE BASED ON ATLAS 14 RAINFALL DATA: 2-YR 2.87 INCHES 10-YR 4.27 INCHES 100-YR 7.41 INCHES 6.SEE "EXHIBIT: PROPOSED DRAINAGE AREAS" FOR SITE MAP WITH DRAINAGE AREA BOUNDARIES. 7.THE LOCATION OF AREAS NOT TO BE DISTURBED MUST BE IDENTIFIED WITH FLAGS, STAKES, SIGNS, SILT FENCE, ETC. BEFORE CONSTRUCTION BEGINS. 8.CONTRACTOR SHALL INSTALL RAIN GAUGE ON SITE. 9.GROUNDWATER & DEWATERING A.REFER TO THE GEOTECHNICAL REPORT BY BRAUN INTERTEC FOR INFORMATION INCLUDING BUT NOT LIMITED TO GROUNDWATER CONDITIONS AND RECOMMENDATIONS FOR EXCAVATION DEWATERING. B.FOLLOW LOCAL, STATE, AND FEDERAL REGULATIONS FOR GROUNDWATER PUMPING AND OBTAIN ALL NECESSARY PERMITS. A WATER USE PERMIT FROM THE DNR IS REQUIRED WHEN WITHDRAWING MORE THAN 10,000 GALLONS OF WATER PER DAY OR 1 MILLION GALLONS PER YEAR. C.DISPERSE DISCHARGE USING APPROPRIATE ENERGY DISSIPATION MEASURES. D.BMPS SHALL BE USED TO PREVENT TURBID OR SEDIMENT LADEN WATERS FROM LEAVING SITE. E.DEWATERING SHALL NOT CAUSE NUISANCE CONDITIONS INCLUDING BUT NOT LIMITED TO EROSION OR SCOUR IN THE IMMEDIATE VICINITY OF DISCHARGE POINTS OR INUNDATION OF WETLANDS THAT CAUSES SIGNIFICANT ADVERSE IMPACTS TO THE WETLAND. 10.REFER TO THE GEOTECHNICAL REPORT PREPARED BY BRAUN INTERTEC FOR INFORMATION AND RECOMMENDATIONS RELATED TO SOIL CONTAMINATION. 11.ALL DISTURBED GROUND LEFT INACTIVE FOR SEVEN (7) OR MORE DAYS SHALL BE STABILIZED BY SEEDING OR SODDING (ONLY AVAILABLE PRIOR TO SEPTEMBER 15) OR BY MULCHING OR COVERING OR OTHER EQUIVALENT CONTROL MEASURE. 12.ON SLOPES 3:1 OR GREATER MAINTAIN SHEET FLOW AND MINIMIZE RILLS AND/OR GULLIES, SLOPE LENGTHS CAN NOT BE GREATER THAN 75 FEET. 13.ALL STORM DRAINS AND INLETS MUST BE PROTECTED UNTIL ALL SOURCES OF POTENTIAL DISCHARGE ARE STABILIZED. 14.SOIL COMPACTION SHALL BE MINIMIZED DURING CONSTRUCTION. 15.TEMPORARY SOIL STOCKPILES MUST HAVE EFFECTIVE SEDIMENT CONTROL AND CAN NOT BE PLACED IN SURFACE WATERS OR STORM WATER CONVEYANCE SYSTEMS. TEMPORARY STOCKPILES WITHOUT SIGNIFICANT AMOUNT OF SILT, CLAY, OR ORGANIC COMPOUNDS ARE EXEPMT EX: CLEAN AGGREGATE STOCK PILES, DEMOLITION CONCRETE STOCKPILES, SAND STOCKPILES. 16.SEDIMENT CONTROL PRACTICES SHALL BE INSTALLED ON ALL DOWNGRADIENT PERIMETERS AND UPGRADIENT OF ANY BUFFER ZONES. 17.SEDIMENT LADEN WATER MUST BE DISCHARGED TO A SEDIMENTATION BASIN WHENEVER POSSIBLE. IF NOT POSSIBLE, IT MUST BE TREATED WITH THE APPROPRIATE BMP'S. 18.SOLID WASTE MUST BE DISPOSED OF PROPERLY AND MUST COMPLY WITH MPCA DISPOSAL REQUIREMENTS. 19.NO VEHICLE WASHING ALLOWED ON SITE. 20.NO ENGINE DEGREASING IS ALLOWED ON SITE. 21.THE OWNER IS RESPONSIBLE FOR COMPLIANCE WITH ALL TERMS AND CONDITIONS OF THE PERMIT. THE OPERATOR IS RESPONSIBLE FOR COMPLIANCE WITH SECTIONS 3, 4, 6-22, 24 AND APPLICABLE REQUIREMENTS FOR CONSTRUCTION ACTIVITY IN SECTION 23. 22.TERMINATION OF COVERAGE-PERMITTEE(S) WISHING TO TERMINATE COVERAGE MUST SUBMIT A NOTICE OF TERMINATION (NOT) TO THE MPCA. ALL PERMITTEE(S) MUST SUBMIT A NOT WITHIN 30 DAYS AFTER THE FOLLOWING CONDITIONS HAVE BEEN MET: A.PERMIT TERMINATION CONDITIONS, PER NPDES PERMIT SECTION 13.1 HAVE BEEN ACHIEVED ON ALL PORTIONS OF THE SITE FOR WHICH THE PERMITTEE IS RESPONSIBLE. A.A.PERMANENT UNIFORM PERENNIAL VEGETATIVE COVER MUST BE ESTABLISHED AT 70% DENSITY OF ITS EXPECTED FINAL GROWTH. A.B.THE PERMANENT STORMWATER TREATMENT SYSTEM IS CONSTRUCTED, MEETS ALL REQUIREMENTS, AND IS OPERATING AS DESIGNED. A.C.ALL TEMPORARY SYNTHETIC EROSION PREVENTION AND SEDIMENT CONTROL BMPS MUST BE REMOVED. A.D.CLEAN OUT SEDIMENT FROM CONVEYANCE SYSTEMS AND PERMANENT STORMWATER TREATMENT SYSTEMS (RETURN TO DESIGN CAPACITY). 23. INSPECTIONS A.INITIAL INSPECTION FOLLOWING SILT FENCE INSTALLATION BY CITY REPRESENTATIVE IS REQUIRED. B.EXPOSED SOIL AREAS: ONCE EVERY 7 DAYS AND WITHIN 24 HOURS FOLLOWING A 0.5" OVER 24 HOUR RAIN EVENT. C.STABILIZED AREAS: ONCE EVERY 30 DAYS D.FROZEN GROUND: AS SOON AS RUNOFF OCCURS OR PRIOR TO RESUMING CONSTRUCTION. E.INSPECTION AND MAINTENANCE RECORDS MUST BE RETAINED FOR 3 YEARS AFTER FILING OF THE NOTICE OF TERMINATION AND MUST INCLUDE: DATE AND TIME OF ACTION, NAME OF PERSON(S) CONDUCTING WORK, FINDING OF INSPECTIONS AND RECOMMENDATIONS FOR CORRECTIVE ACTION, DATE AND AMOUNT OF RAINFALL EVENTS GREATER THAN 0.5 INCHES IN A 24 HOUR PERIOD. F.OBSERVE ANY DISCHARGE OCCURRING ONSITE AND DOCUMENT CORRECTIVE ACTIONS TAKEN. DISCHARGE SHOULD BE DESCRIBED AND PHOTOGRAPHED. 24. MINIMUM MAINTENANCE A.ALL NONFUNCTIONAL BMPS MUST BE REPAIRED, REPLACED, OR SUPPLEMENTED WITH FUNCTIONAL BMPS BY THE END OF THE NEXT BUSINESS DAY AFTER DISCOVERY OR AS SOON AS FIELD CONDITIONS ALLOW. B.REPAIR, REPLACE, OR SUPPLEMENT ALL PERIMETER CONTROL DEVICES WHEN THEY BECOME NONFUNCTIONAL OR THE SEDIMENT REACHES 1 2 THE HEIGHT OF THE DEVICE. C.SEDIMENT BASINS DRAINED AND SEDIMENT REMOVED WHEN REACHES 1/2 STORAGE VOLUME. D.SEDIMENT REMOVED FROM SURFACE WATERS WITHIN (7)SEVEN CALENDAR DAYS OF DISCOVERY. E.CONSTRUCTION SITE EXITS INSPECTED, TRACKED SEDIMENT REMOVED WITHIN (1)ONE CALENDAR DAY. F.PROVIDE COPIES OF EROSION INSPECTION RESULTS TO CITY ENGINEER FOR ALL EVENTS GREATER THAN 12" IN 24 HOURS. 25.THE SWPPP, INCLUDING ALL CHANGES TO IT, AND INSPECTIONS AND MAINTENANCE RECORDS MUST BE KEPT AT THE SITE DURING CONSTRUCTION ACTIVITY BY THE PERMITTEE(S) WHO HAVE OPERATIONAL CONTROL OF THE SITE. 26.OWNER MUST KEEP RECORDS OF ALL PERMITS REQUIRED FOR THE PROJECT, THE SWPPP, ALL INSPECTIONS AND MAINTENANCE, PERMANENT OPERATION AND MAINTENANCE AGREEMENTS, AND REQUIRED CALCULATIONS FOR TEMPORARY AND PERMANENT STORM WATER MANAGEMENT SYSTEMS. THESE RECORDS MUST BE RETAINED FOR THREE YEARS AFTER FILING NPDES NOTICE OF TERMINATION. 27.SWPPP MUST BE AMENDED WHEN: A.THERE IS A CHANGE IN DESIGN, OPERATION, MAINTENANCE, WEATHER OR SEASONAL CONDITIONS THAT HAS A SIGNIFICANT EFFECT ON DISCHARGE B.INSPECTIONS INDICATE THAT THE SWPPP IS NOT EFFECTIVE AND DISCHARGE IS EXCEEDING WATER QUALITY STANDARDS. C.THE BMP'S IN THE SWPPP ARE NOT CONTROLLING POLLUTANTS IN DISCHARGES OR IS NOT CONSISTENT WITH THE TERMS AND CONDITIONS OF THE PERMIT. 28.CONCRETE WASHOUT AREA A.THE WASHOUT AND CLEANOUT OF STUCCO, PAINT, CONCRETE, FORM RELEASE OILS, CURING COMPOUNDS, AND OTHER CONSTRUCTION MATERIALS SHALL BE PROPERLY CONTAINED AND DISPOSED OF. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND USING APPROVED METHODS OF CONTAINMENT SUCH AS PRE-FABRICATED WASHOUT CONTAINERS, CONCRETE WASHOUT TOTE, READY MIX TRUCKS WITH SELF-CONTAINED CHUTE CLEANOUT, ETC. B.ALL SPILLS SHALL BE CLEANED UP IMMEDIATELY. 22.IN THE EVENT OF ENCOUNTERING A WELL OR SPRING DURING CONSTRUCTION CONTRACTOR TO CEASE CONSTRUCTION ACTIVITY AND NOTIFY ENGINEER. 23.PIPE OULTETS MUST BE PROVIDED WITH TEMPORARY OR PERMANENT ENERGY DISSIPATION WITHIN 24 HOURS AFTER CONNECTION TO A SURFACE WATER. 24.FINAL STABILIZATION FINAL STABILIZATION REQUIRES THAT ALL SOIL DISTURBING ACVTIVITIES HAVE BEEN COMPLETED AND THAT DISTURBED AREAS ARE STABILIZED BY A UNIFORM PERENNIAL VEGETATIVE COVER WITH 70% OF THE EXPECTED FINAL DENSITY, AND THAT ALL PERMANENT PAVEMENTS HAVE BEEN INSTALLED. ALL TEMPORARY BMP'S SHALL BE REMOVED, DITCHES STABILIZED, AND SEDIMENT SHALL BE REMOVED FROM PERMANENT CONVEYANCES AND SEDIMENTATION BASINS IN ORDER TO RETURN THE POND TO DESIGN CAPACITY. 25.RESPONSIBILITIES A.THE OWNER MUST IDENTIFY A PERSON WHO WILL OVERSEE THE SWPPP IMPLEMENTATION AND THE PERSON RESPONSIBLE FOR INSPECTION AND MAINTENANCE: CONTACT:TBD COMPANY:TBD PHONE: TBD B.THE OWNER MUST IDENTIFY THE A PERSON WHO WILL BE RESPONSIBLE FOR LONG TERM OPERATIONS AND MAINTENANCE OF THE PERMANENT STORMWATER MANAGEMENT SYSTEM: CONTACT:TBD COMPANY: TBD PHONE: TBD 33.THE WATERSHED DISTRICT OR THE CITY MAY HAVE REQUIREMENTS FOR INSPECTIONS OR AS-BUILT DRAWINGS VERIFYING PROPER CONSTRUCTION OF THE BMPS. 34.EROSION CONTROL DEVICES CANNOT BE REMOVED UNTIL THE WATERSHED DISTRICT HAS DETERMINED THE SITE HAS BEEN PERMANENTLY RESTABALIZED AND SHALL BE REMOVED WITHIN 30 DAYS THEREAFTER. 700946 40645 GND 964.44 40646 GND 963.72 40647 VLN 964.41 40648 VLN 962.39 40649 VLN 959.62 40650 GND 958.80 40651 GND 957.50 40652 VLN 957.48 40653 GND 960.90 40654 GND 960.58 40660 GND 964.90 40661 GND 964.26 40662 GND 957.92 40663 GND 964.21 40665 GND 964.85 40666 GND 960.01 40667 GND 956.70 40668 VLN 956.25 40669 GND 956.37 40670 GND 958.73 40671 VLN 962.42 40682 GND 952.5140683 GND 952.14 40684 GND 958.64 40686 GND 960.79 40687 GND 955.77 40688 GND 953.95 40689 GND 955.0240690 GND 954.48 40691 GND 958.55 40692 GND 962.46 40698 GND 952.22 40699 GND 950.82 40700 GND 949.34 40701 GND 950.94 40705 VLN 946.28 40706 GND 947.16 40707 GND 947.17 40708 GND 944.51 40709 VLN 943.80 40710 GND 942.32 40711 GND 943.91 40712 VLN 943.85 40713 GND 943.51 40714 GND 944.29 40715 VLN 944.34 40755 VLN 938.53 40756 GND 940.98 40757 GND 935.62 40758 GND 930.54 40759 WTR1 928.90 40760 WTR1 928.98 40761 GND 931.17 40762 GND 935.92 40763 GND 931.51 40764 VLN 932.49 40765 WTR1 929.41 40766 WTR1 929.59 40767 GND 930.76 40768 GND 930.82 40769 WTR1 929.9640770GND 931.26 40771 GND 931.54 40772 GND 931.90 40773 WTR1 930.20 40774 GND 932.12 40775 WTR1 931.00 40776 GND 932.23 40777 GND 934.60 40778 GND 932.6940779 WTR1 2' 931.7840780 GND 935.10 40781 GND 934.0240782VLN 934.16 40783 GND 935.72 40784 WTR1 E 3' 932.12 40785 GND 935.27 40786 GND 935.82 40787 VLN 936.20 40788 GND 938.66 40789 GND 940.37 40790 VLN 940.37 40791 VLN 941.08 40792 GND 941.34 40793 GND 942.79 40794 VLN 943.76 40795 GND 944.41 40796 GND 942.22 40797 GND 941.93 40798 GND 944.56 40799 GND 947.25 40800 GND 946.51 40801 GND 943.95 40802 VLN 945.86 40803 GND 946.69 40804 VLN 944.72 40805 GND 943.63 40806 GND 944.32 40807 VLN 945.14 40808 GND 944.99 40809 VLN 946.90 40810 GND 944.31 40811 GND 943.24 40812 GND 942.44 40813 GND 942.92 40814 GND 941.15 40815 GND 940.51 40816 GND 938.15 40817 GND 938.08 40818 GND 938.48 40819 GND 932.27 40820 GND 932.53 40821 GND 931.53 40822 GND 930.86 40823 GND 935.53 40824 GND 937.70 40830 GND 941.80 40831 GND 940.08 40832 GND 943.23 40833 GND 941.42 40834 GND 940.05 40835 GND 938.89 40836 GND 937.56 40837 GND 939.46 40838 GND 939.97 40839 GND 941.22 40840 GND 940.42 40841 GND 939.87 40842 GND 939.70 40843 GND 939.30 40844 GND 940.36 40845 GND 940.87 40846 GND 941.07 40847 GND 942.13 40848 GND 941.8740849 GND 941.68 40850 VLN 949.08 40851 GND 950.11 40852 GND 953.34 40853 GND 953.07 40854 VLN 952.61 40855 GND 952.75 40856 GND 951.24 40857 GND 951.65 40858 VLN 951.83 40859 GND 952.61 40860 GND 957.96 40861 GND 953.43 40862 GND 953.10 40863 GND 954.14 40864 VLN 952.32 40865 VLN 955.91 40866 GND 955.66 40867 GND 957.11 40868 GND 959.17 40869 GND 960.16 40870 GND 960.24 40871 GND 956.14 40872 VLN 957.43 40873 VLN 965.06 40874 GND 962.93 40875 GND 959.79 41051 GND 941.44 41052 GND 943.28 41054 GND 942.43 41055 GND 939.84 41056 GND 940.29 41057 GND 940.64 41148 GND 952.44 41149 GND 949.46 41150 GND 948.58 41151 GND 946.24 41152 GND 936.64 41165 GND 946.29 41170 GND 949.60 41171 GND 949.07 35025 VLN GND 952.70 35026 VLN GND 952.22 35027 VLN GND 952.91 35028 VLN E J40865 955.39 35029 GND 955.03 888888888 951945 950 955 960 943 944 946 947 948 949 951 952 953 954 956 957 958 959 961 962 9 409459419429439 4 4 9 4 6 9359 4 0 9339349 3 6 9 3 7 9 3 8 9 3 9 9 41942 94595094394494694794894994594 3 9 44946 8 8 2.4% 1.7% 1.3%50. 18 49. 98 51.2450.80 50.25 52.21 52.50 65.00 NORTH POND TOP OF BERM= 946.50 EOF= 946.00 NWL= 943.00 BOT= 933. 00 HWL= 945.88 NURP POND SEE DETAIL WEIR OVERFLOW 10' INV= 946. 00 BBA A A 910 920 930 940 950 960 970 910 920 930 940 950 960 970 B 910 920 930 940 950 960 970 980 910 920 930 940 950 960 970 980 100 90 80 70 60 50 40 30 20 10 944.7 933.0010 20 30 40 50 60 70 80 90 100 210 200 190 180 170 160 150 140 130 120 110 100 90 80 70 60 50 40 30 20 10 944.4 933.0010 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 40163 UPD.C COMM 952. 2140165 UPD. C 952. 10 40037 CGB 953. 4040041 CGB AB 951. 4340042 CGB 949. 77 40043 CGB AE AB 948.25 40047 CGB 946.30 40048 CGB 944.50 40051 CGB 942.15 40053 CGB 940. 81 40136 CON 940.6740137 VHA 4 940. 61 40138 BIT E 940. 54 40139 BIT E 940. 85 40140 CON AB 941. 30 40141 CON1 AB 941.26 40142 CON1 943.08 40143 CON 942.91 40145 CON 944.85 40146 CON1 945.71 40148 CON 947.16 40149 CON1 947. 34 40150 CON1 949.15 40151 CON 949. 14 40153 CON AE 950. 74 40154 CON1 AE 950.92 40155 CON1 951.68 40156 CON1 951.82 40157 CON1 952.08 40162 CON1 952.05 40166 CON 951.54 40168 CON 953.72 40169 CON1 954.08 40520 GND 955.87 40521 GND 953.94 40522 GND 953.57 40523 GND 953.69 40524 GND 953.77 40525 GND 953.04 40526 GND 953.17 40527 GND 951.14 40528 GND 951.34 40529 GND 944. 32 40530 GND 945. 09 40531 BIT B J40138 941.99 40532 BIT 941. 01 40533 BIT AB 938.91 40534 937.69 40542 BIT AE 938. 60 40543 BIT 940. 74 40544 BIT E J40139 941.93 40545 GND 945.11 40546 GND 949.88 40562 GND 937.52 40563 GND 938. 35 40564 GND 937.38 40565 VLN1 E J30039 937. 89 40566 VLN1 B J30039 937.26 40567 GND 936.85 40568 GND 936.93 40569 VLN1 936. 4240570GND 935.48 40571 GND 936. 86 40619 ELC E 956. 2640620 TEL 955. 66 40621 TEL E 952. 94 40622 ELCB 951. 76 40623 ELC E 952. 18 40624 TEL B 951. 4240625 TEL 946. 71 941.18 41004 GND 935.89 41005 GND 932.36 41006 GND 936. 27 41008 WTR1 922. 81 41009 WTR1 923. 07 925.12 41016 GND 930.54 41017 GND 929.36 41018 GND 929. 07 41023 GND 933. 83 41128 WET B 1-1 954.74 41129 WET 1-2 954.33 41130 WET 1-3 953.04 41131 WET 1-4 953.49 41132 WET 1-5 954.56 41133 WET 1- 6 954.72 41134 WET E F 1- 7 954.78 41135 GND 953.93 41136 GND 956.59 41137 GND 956.14 41138 GND 954.31 41139 GND 952.23 41140 GND 952.76 41141 GND 953.15 41142 GND 956.17 41143 GND 956.64 41144 GND 955.34 41145 GND 954.06 41146 GND 953. 93 41147 GND 955. 45 30010 GDEN E J30011 956. 30 30011 VLN1 B 955.70 30012 VLN1 954. 19 30013 VLN1 953. 39 30014 VLN1 953. 4930015 VLN1 953.25 30016 VLN1 952.82 30017 VLN1 952.53 30018 VLN1 950.82 30019 VLN1 946.72 30020 VLN1 947.35 30021 VLN1 949.26 30022 VLN1 958. 58 30023 VLN1 951. 44 30024 VLN1 E J30011 954. 67 30025 VLN2 B 953.59 30026 VLN2 954.75 30027 VLN2 955.71 30028 VLN2 956.05 30029 VLN2 949.74 30030 VLN2 954.25 30031 VLN2 955. 57 30032 VLN2 954.95 30033 VLN2 E F 953. 45 30034 GDEN B J30017 949.56 30035 GDEN 943.92 30036 GDEN 942.29 30037 GDEN 940.48 30038 GDEN 939.22 30039 GDEN 938.31 30040 GND 939.61 30041 GND 944.32 30042 GND 950.16 30043 GND 953.42 30044 GND 955.13 30045 GND 954.69 30046 GND 953.75 30047 GND 953.27 30048 GND 953.46 30049 GND 954. 26 30050 GND 954. 69 30051 GND 952. 9130052 GND 948.18 30053 GND 952.08 30054 GND 953.18 30055 GND 952.67 30056 GND 950.23 30057 GND 949.11 30058 GND 945.98 30059 GND 942.75 30060 GND 940.30 30061 GND 941.52 30062 GND 943.43 30063 GND 944.99 30064 GND 938.91 30065 GND 937.31 30066 GND 937.15 30072 GND 938.02 30073 GND 939.91 30074 GND 943.18 30075 GND 946.53 30076 GND 942.31 30077 GND 939.67 30085 GND 940.69 30086 GND 942.89 30087 GND 947.86 30088 GND 949.31 30089 GND 944.77 30090 GND 941.70 30102 GND 943.82 30103 GND 947.30 30104 GND 952.53 30105 GND 956.06 30106 GND 956.02 30107 GND 955.05 30108 GND 954.14 30109 GND 953.44 30110 GND 955.61 30111 GND 956.23 30112 GND 957.28 30113 GND 957.53 30114 GND 954.0530115 GND 949.63 30116 GND 945. 8444 4448888 9 5 4952952940945941942943944946945942943944946935940933934936937938939941945950942943944946947948949951952945 942 943 944 946940941942 888444444950 947 948 949 951 952 953 2.1% 2.1%51. 40 51.40 50.97 52. 91 52. 12 52. 50 52.5052.88± EX 54.15±EX 53. 94±EX 51.42 51.61 TW= 49.00BW=43. 00 TW=38. 35BW=38.25 SOUTH POND TOP OF BERM= 946.50 EOF= 946.00 NWL= 942. 00 BOT= 933. 00 HWL= 944. 40 NURP POND SEE DETAIL 8888 DDC C C 910 920 930 940 950 960 970 910 920 930 940 950 960 970 D 910 920 930 940 950 960 970 910 920 930 940 950 960 970 130 120 110 100 90 80 70 60 50 40 30 20 10 933.0 933.0010 20 30 40 50 60 70 80 90 100 110 120 130 140 140 130 120 110 100 90 80 70 60 50 40 30 20 10 954.7 933. 0010 20 30 40 50 60 70 80 90 100 110 120 130 140 150 N SCALE IN FEET 0 30 60 NORTH KEY PLAN DRAWING NUMBER DRAWING TITLE CLIENT 4201 cedar avenue so. - minneapolis, MN 55407 tel. ( 612) 904-1332 - fax ( 612) 904-7366 NOT F O R C O N S T R U C TI O N PROJECT NUMBER 21602.0A REVISION DATE DESCRIPTION BY 1891 Arboretum Boulevard Chanhassen, MN 55317 Xcel Energy Service Center Chanhassen Title: Zachary B. Moen - PE Registration Number: 58688 Date: XX/XX/XXXX By: Title: Professional Engineer I hereby certify that this drawing was prepared by me or under my direct supervision and that I am a duly licensed Professional Engineer under the laws of the State of Minnesota.LOUCKS PROJECT NO. 21602 10/25/2022 WATERSHED SUBMITTAL 11/16/ 2022 TEP SUBMITTAL 11/ 16/2022 SCHEMATIC DESIGN PACKAGE 12/05/2022 SD PACKAGE ADDENDUM 01/12/2023 CITY SUBMISSION C3.6 POND CROSS SECTIONS NOTE: EXISTING CONDITIONS INFORMATION SHOWN IS FROM AN ALTA/NSPS LAND TITLE SURVEY PREPARED BY LOUCKS,DATED 03/ 24/2022. PARKING STALL COUNT ACCESSIBLE PARKING STALL 2 LEGEND CATCH BASIN STORM SEWER SANITARY SEWER WATERMAIN STORM MANHOLE SANITARY MANHOLE HYDRANT GATE VALVE SPOT ELEVATION SIGN LIGHT POLE POWER POLE WATER MANHOLE / WELL CONTOUR CONCRETE CURB UNDERGROUND ELECTRIC CONCRETE TELEPHONE PEDESTAL UNDERGROUND TELEPHONE UNDERGROUND GAS OVERHEAD UTILITY CHAIN LINK FENCE BUILDING RETAINING WALL NO PARKING UNDERGROUND FIBER OPTIC SANITARY SEWER SERVICE WATER SERVICE ELECTRIC METER GAS METER TREE LINE EXISTING PROPOSED 972 DRAINTILE FORCEMAIN 373PARKING SETBACK LINE BUILDING SETBACK LINE 2 FENCE FLARED END SECTION POST INDICATOR VALVE BENCHMARK SOIL BORING 3DIRECTION OF FLOW 1.0%972.5 Gopher State One Call WARNING:THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND / OR RELOCATION OF LINES. THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES,VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER.1.SPOT ELEVATIONS REPRESENT FINISHED SURFACE GRADES, GUTTER/FLOW LINE, FACE OF BUILDING, OR EDGE OF PAVEMENT UNLESS OTHERWISE NOTED.2.ALL ACCESSIBLE ROUTES SHALL BE CONSTRUCTED WITH A CROSS SLOPE NOT EXCEEDING 2% AND A RUNNING SLOPE NOT EXCEEDING 5%.3. AT TURNING POINTS ALONG THE ACCESSIBLE ROUTE THE PAVEMENT SHALL NOT EXCEED 2% IN ANY DIRECTION FOR AN AREA 60" IN DIAMETER.4.ALL PUBLIC SIDEWALKS SHALL BE CONSTRUCTED WITH A CROSS SLOPE NOT EXCEEDING 2% AND A RUNNING SLOPE NOT EXCEEDING 5%.5.CATCH BASINS AND MANHOLES IN PAVED AREAS SHALL BE SUMPED 0.04 FEET. ALL CATCH BASINS IN GUTTERS SHALL BE SUMPED 0.16 FEET. RIM ELEVATIONS SHOWN ON PLANS DO NOT REFLECT SUMPED ELEVATIONS.6.REFER TO GEOTECHNICAL EVALUATION REPORT BY BRAUN INTERTEC FOR AN EXISTING SUBSURFACE SITE CONDITION ANALYSIS AND CONSTRUCTION RECOMMENDATIONS INCLUDING BUT NOT LIMITED TO:A.REUSE OF ON-SITE SOILS B. GROUNDWATER AND RECOMMENDATIONS FOR EXCAVATION DEWATERING.C. SITE GRADING AND SUBGRADE PREPARATION.D.PAVEMENTS AND EXTERIOR SLABS.E.TRENCH EXCAVATION AND BACKFILL.F.EXTERIOR UTILITY SUPPORTS.G.FROST PROTECTION.7.CITY AND WATERSHED SHALL BE NOTIFIED AT LEAST 24 HOURS PRIOR TO CONSTRUCTION OF STORMWATER BMPS.8.ALL DISTURBED UNPAVED AREAS ARE TO RECEIVE MINIMUM OF 6 INCHES OF TOP SOIL AND SEED/MULCH OR SOD. THESE AREAS SHALL BE WATERED/MAINTAINED BY THE CONTRACTOR UNTIL VEGETATION IS ESTABLISHED. REFER TO THE LANDSCAPE PLANS, DETAILS AND SPECIFICATIONS FOR FINAL SITE STABILIZATION.9.FOR SITE RETAINING WALLS "TW" EQUALS SURFACE GRADE AT TOP FACE OF WALL NOT TOP OF WALL) AND "BW" EQUALS SURFACE GRADE AT BOTTOM FACE OF WALL NOT BOTTOM OF BURIED WALL COURSES).10.FOR SITE STAIRS, " TS" EQUALS SURFACE ELEVATION AT TOP OF STAIRS AND "BS"EQUALS SURFACE ELEVATION AT BOTTOM OF STAIRS. REFER TO SITE PLAN FOR NUMBER OF RISERS AND RISER HEIGHT.11. STREETS MUST BE CLEANED AND SWEPT WHENEVER TRACKING OF SEDIMENTS OCCURS AND BEFORE SITES ARE LEFT IDLE FOR WEEKENDS AND HOLIDAYS. A REGULAR SWEEPING SCHEDULE MUST BE ESTABLISHED.12.DUST MUST BE ADEQUATELY CONTROLLED. 13.SEE SWPPP FOR ADDITIONAL EROSION CONTROL NOTES AND REQUIREMENTS. 14.SEE UTILITY PLAN FOR WATERMAIN, STORM SEWER, AND SANITARY SEWER INFORMATION.15.SEE SITE PLAN FOR CURB AND BITUMINOUS TAPER LOCATIONS.16.REFERENCE ARCHITECTURAL AND STRUCTURAL DRAWINGS FOR BUILDING ELEVATIONS.17.THE CONTRACTOR ALONG WITH THE OWNER SHALL OBTAIN ALL NECESSARY PERMITS AND APPROVALS FROM GOVERNING AUTHORITIES, INCLUDING ANY CITY PERMITS AND THE NPDES PERMIT.18.INSTALL EROSION CONTROL AND TREE PROTECTION MEASURES BEFORE BEGINNING SITE GRADING ACTIVITIES. SOME EROSION CONTROLS SUCH AS BALE CHECKS AND TEMPORARY SILT PONDS MAY BE INSTALLED AS GRADING OCCURS IN SPECIFIC AREAS. MAINTAIN EROSION CONTROLS THROUGHOUT THE GRADING PROCESS AND REMOVE WHEN TURF HAS BEEN ESTABLISHED. 19.CONTRACTOR SHALL PROVIDE AS-BUILT INFORMATION OF GRADING ACTIVITIES AS NEEDED PER APPLICABLE PERMIT REQUIREMENTS AND/ 3506 5 STC 3 0 R C P 945.1535068 STC 1 2 R C P 944.0 3 40163 UPD.C COMM 952.21 40165 UPD.C 952.10444444444444 888888888888888888888888888888888888888888888888NOPARKINGNO PARKING NO PARKING PROPOSED BUILDING LOWER LEVEL=952.50 LEVEL 1=974.50 PROPOSED BUILDING FFE=952.50 COLD STORAGE BUILDING FFE=952.50 COLD STORAGE BUILDING FFE=952.50 COLD STORAGE BUILDING FFE=952.50 8 88888888884444N SCALE IN FEET 0 50 100 NORTH KEY PLAN DRAWING NUMBER DRAWING TITLE CLIENT 4201 cedar avenue so. - minneapolis, MN 55407 tel. (612) 904-1332 - fax (612) 904-7366 NOT F O R C O N S T R U C TI O N PROJECT NUMBER 21602.0A REVISION DATE DESCRIPTION BY 1891 Arboretum Boulevard Chanhassen, MN 55317 Xcel Energy Service Center Chanhassen Title: Zachary B. Moen - PE Registration Number: 58688 Date: XX/XX/XXXX By: Title: Professional Engineer I hereby certify that this drawing was prepared by me or under my direct supervision and that I am a duly licensed Professional Engineer under the laws of the State of Minnesota. LOUCKS PROJECT NO. 21602 10/25/2022 WATERSHED SUBMITTAL 11/16/2022 TEP SUBMITTAL 11/16/2022 SCHEMATIC DESIGN PACKAGE 12/05/2022 SD PACKAGE ADDENDUM 01/12/2023 CITY SUBMISSION C4.0 UTILITY PLAN OVERALL NOTE: EXISTING CONDITIONS INFORMATION SHOWN IS FROM AN ALTA/NSPS LAND TITLE SURVEY PREPARED BY LOUCKS, DATED 03/24/2022. PARKING STALL COUNT ACCESSIBLE PARKING STALL 2 LEGEND CATCH BASIN STORM SEWER SANITARY SEWER WATERMAIN STORM MANHOLE SANITARY MANHOLE HYDRANT GATE VALVE SPOT ELEVATION SIGN LIGHT POLE POWER POLE WATER MANHOLE / WELL CONTOUR CONCRETE CURB UNDERGROUND ELECTRIC CONCRETE TELEPHONE PEDESTAL UNDERGROUND TELEPHONE UNDERGROUND GAS OVERHEAD UTILITY CHAIN LINK FENCE BUILDING RETAINING WALL NO PARKING UNDERGROUND FIBER OPTIC SANITARY SEWER SERVICE WATER SERVICE ELECTRIC METER GAS METER TREE LINE EXISTING PROPOSED 972 DRAINTILE FORCEMAIN 373PARKING SETBACK LINE BUILDING SETBACK LINE 2 FENCE FLARED END SECTION POST INDICATOR VALVE BENCHMARK SOIL BORING 3DIRECTION OF FLOW 1.0% 972.5 Gopher State One Call WARNING: THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND / OR RELOCATION OF LINES. THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. SANITARY SEWER & WATERMAIN NOTES 1.ALL SANITARY SEWER AND WATERMAIN UTILITIES SHALL BE FURNISHED AND INSTALLED PER THE REQUIREMENTS OF THE SPECIFICATIONS,THE MINNESOTA PLUMBING CODE, THE LOCAL GOVERNING UNIT, AND THE STANDARD UTILITIES SPECIFICATION OF THE CITY ENGINEERS ASSOCIATION OF MINNESOTA (CEAM), CURRENT EDITION. 2.ALL UTILITY PIPE BEDDING SHALL BE COMPACTED SAND OR FINE GRANULAR MATERIAL. ALL COMPACTION SHALL BE PERFORMED PER THE REQUIREMENTS OF THE CEAM SPECIFICATION AND THE GEOTECHNICAL REPORT. 3.ALL CONNECTIONS TO EXISTING UTILITIES SHALL BE PERFORMED PER THE REQUIREMENTS OF THE STATE AND LOCAL JURISDICTIONS. THE CITY DEPARTMENT OF ENGINEERING AND BUILDING INSPECTIONS DEPARTMENT AND THE CONSTRUCTION ENGINEER MUST BE NOTIFIED AT LEAST 48 HOURS PRIOR TO ANY WORK WITHIN THE PUBLIC RIGHT OF WAY, OR WORK IMPACTING PUBLIC UTILITIES. 4.ALL SITE UTILITY SERVICES SHALL TERMINATE 5' FROM THE EXTERIOR BUILDING WALL UNLESS OTHERWISE NOTED. THE SITE UTILITY CONTRACTOR SHALL COORDINATE WITH THE GENERAL CONTRACTOR, MECHANICAL CONTRACTOR AND MECHANICAL ENGINEER TO DETERMINE THE RESPONSIBILITY OF BRINGING THE SERVICE(S) INTO THE BUILDING, INSPECTIONS AND TESTING PER APPLICABLE GOVERNING AGENCIES. 5.ALL NEW WATERMAIN AND SERVICES MUST HAVE A MINIMUM OF 7.5 FEET OF COVER. EXTRA DEPTH MAY BE REQUIRED TO MAINTAIN A MINIMUM 18" VERTICAL SEPARATION TO SANITARY OR STORM SEWER LINES. THE CONTRACTOR SHALL FIELD ADJUST WATERMAIN TO AVOID CONFLICTS WITH SANITARY SEWER, STORM SEWER, AND SERVICES AS REQUIRED. INSULATION OF WATERMAIN AND SANITARY SEWER LINES SHALL BE PROVIDED WHERE 7.5 FEET MINIMUM DEPTH CAN NOT BE ATTAINED. 6.PER MINNESOTA DEPARTMENT OF LABOR & INDUSTRY REQUIREMENTS, A MINIMUM OF 18 INCHES OF VERTICAL SEPARATION AND 10 FEET OF HORIZONTAL SEPARATION IS REQUIRED FROM WATERMAIN TO ANY MANHOLE, SEPTIC SYSTEM, CATCH BASIN, SEWER PIPE, OR OTHER SOURCE OF CONTAMINATION, MEASURED FROM THE OUTER EDGE OF THE PIPE TO THE OUTER EDGE OF THE CONTAMINATION SOURCE UNLESS OTHERWISE SHOWN. 7.CONTRACTOR TO SUBMIT SHOP DRAWINGS OF SANITARY STRUCTURE(S) AND UNDERGROUND SYSTEM(S) FOR ENGINEER'S REVIEW. 8.ALL FIRE HYDRANTS SHALL BE LOCATED 5 FEET BEHIND BACK OF CURB OR EDGE OF PAVEMENT UNLESS OTHERWISE NOTED. 9.REFER TO GEOTECHNICAL EVALUATION REPORT AS PREPARED BY BRAUN INTERTEC, FOR AN EXISTING SUBSURFACE SITE CONDITION ANALYSIS AND CONSTRUCTION RECOMMENDATIONS INCLUDING BUT NOT LIMITED TO: A.REUSE OF ON-SITE SOILS B.GROUNDWATER AND RECOMMENDATIONS FOR EXCAVATION DEWATERING. C.SITE GRADING AND SUBGRADE PREPARATION. D.PAVEMENTS AND EXTERIOR SLABS. E.TRENCH EXCAVATION AND BACKFILL. F.EXTERIOR UTILITY SUPPORTS. G.FROST PROTECTION. 10.CONTRACTOR SHALL PROVIDE AS-BUILT INFORMATION OF CONSTRUCTED UTILITIES RECOMMENDED PRIOR TO BACKFILLING) PER APPLICABLE PERMIT REQUIREMENTS AND/OR DEVELOPMENT AGREEMENTS. 11.ALL UNUSED UTILITY SERVICES SHALL BE ABANDONED PER THE REQUIREMENTS OF THE APPLICABLE GOVERNING AGENCIES. 12.THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL REQUIRED UTILITY PERMITS FROM THE APPLICABLE GOVERNING AGENCIES. STORM SEWER NOTES 1.ALL STORM SEWER SHALL BE FURNISHED AND INSTALLED PER THE REQUIREMENTS OF THE SPECIFICATIONS,THE MINNESOTA PLUMBING CODE, THE LOCAL GOVERNING UNIT, AND THE STANDARD UTILITIES SPECIFICATION OF THE CITY ENGINEERS ASSOCIATION OF MINNESOTA CEAM), CURRENT EDITION. 2.ALL UTILITY PIPE BEDDING SHALL BE COMPACTED SAND OR FINE GRANULAR MATERIAL. ALL COMPACTION SHALL BE PERFORMED PER THE REQUIREMENTS OF THE CEAM SPECIFICATION AND THE GEOTECHNICAL REPORT. 3.ALL CONNECTIONS TO EXISTING UTILITIES SHALL BE PERFORMED PER THE REQUIREMENTS OF THE STATE AND LOCAL JURISDICTIONS. THE CITY DEPARTMENT OF ENGINEERING AND BUILDING INSPECTIONS DEPARTMENT AND THE CONSTRUCTION ENGINEER MUST BE NOTIFIED AT LEAST 48 HOURS PRIOR TO ANY WORK WITHIN THE PUBLIC RIGHT OF WAY, OR WORK IMPACTING PUBLIC UTILITIES. 4.ALL SITE UTILITY SERVICES SHALL TERMINATE 5' FROM THE EXTERIOR BUILDING WALL UNLESS OTHERWISE NOTED. THE SITE UTILITY CONTRACTOR SHALL COORDINATE WITH THE GENERAL CONTRACTOR, MECHANICAL CONTRACTOR AND MECHANICAL ENGINEER TO DETERMINE THE RESPONSIBILITY OF BRINGING THE SERVICE(S) INTO THE BUILDING, INSPECTIONS AND TESTING PER APPLICABLE GOVERNING AGENCIES. 5.PER MINNESOTA DEPARTMENT OF LABOR & INDUSTRY REQUIREMENTS, A MINIMUM OF 18 INCHES OF VERTICAL SEPARATION AND 10 FEET OF HORIZONTAL SEPARATION IS REQUIRED FROM WATERMAIN TO ANY MANHOLE, SEPTIC SYSTEM, CATCH BASIN, SEWER PIPE, OR OTHER SOURCE OF CONTAMINATION, MEASURED FROM THE OUTER EDGE OF THE PIPE TO THE OUTER EDGE OF THE CONTAMINATION SOURCE UNLESS OTHERWISE SHOWN. 6.ALL STORM SEWER DOWNSPOUT COLLECTION PIPES AND WYES SHALL BE PVC (SCHEDULE 40). 7.CONTRACTOR TO SUBMIT SHOP DRAWINGS OF STORM STRUCTURE(S) AND UNDERGROUND SYSTEM(S) FOR ENGINEER'S REVIEW. 8.CONTRACTOR TO VERIFY UNDERLYING SOILS BENEATH ALL STORMWATER FACILITIES, AND PROVIDE DOCUMENTATION TO THE ENGINEER, PRIOR TO CONSTRUCTION OF THE FACILITIES. 9.ALL PORTIONS OF THE STORM SEWER SYSTEM, INCLUDING CATCH BASINS, LOCATED WITHIN 10 FEET OF THE BUILDING OR WATER SERVICE LINE MUST BE TESTED ACCORDANCE WITH MINNESOTA RULES, PART 4714. ALL JOINTS AND CONNECTIONS SHALL BE GASTIGHT OR WATERTIGHT (SEE MINNESOTA RULES, PART 4714). 10.REFER TO GEOTECHNICAL EVALUATION REPORT AS PREPARED BY BRAUN INTERTEC, FOR AN EXISTING SUBSURFACE SITE CONDITION ANALYSIS AND CONSTRUCTION RECOMMENDATIONS INCLUDING BUT NOT LIMITED TO: A.REUSE OF ON-SITE SOILS B.GROUNDWATER AND RECOMMENDATIONS FOR EXCAVATION DEWATERING. C.SITE GRADING AND SUBGRADE PREPARATION. D.PAVEMENTS AND EXTERIOR SLABS. E.TRENCH EXCAVATION AND BACKFILL. F.EXTERIOR UTILITY SUPPORTS. G.FROST PROTECTION. 11.CONTRACTOR SHALL PROVIDE AS-BUILT INFORMATION OF CONSTRUCTED STORMWATER MANAGEMENT SYSTEMS & ASSOCIATED INFRASTRUCTURE (RECOMMENDED PRIOR TO BACKFILLING) PER APPLICABLE PERMIT REQUIREMENTS AND/OR DEVELOPMENT AGREEMENTS. 12.ALL UNUSED UTILITY SERVICES SHALL BE ABANDONED PER THE REQUIREMENTS OF THE APPLICABLE GOVERNING AGENCIES. 13.THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL REQUIRED UTILITY PERMITS FROM THE APPLICABLE GOVERNING AGENCIES. 702948 3506 5 STC 3 0 R C P 945.1 5 3506 8 STC 1 2 R C P 944.0 3 4444444448888888888888888888888888888888888888888888888888888 NOPARKINGNO PARKING NO PARKING PROPOSED BUILDING LOWER LEVEL=952.50 LEVEL 1=974.50 COLD STORAGE BUILDING FFE=952.50 8 8 888888888365 LF-42" RCP @ 1.25% PUBLIC PIPE) SKIMMER STRUCTURE INLET=952.25 WEIR=951.50 OUTLET=945.20 SEE DETAIL PUBLIC STRUCTURE) CB 151 RIM=969.04 INV=965.04 73 LF-12" HDPE @ 2.0% 82 LF-12" PVC @ 5.0% CBMH 150 RIM=969.25 INV(NE)=963.58 INV(SW)=952.27 CB 102 RIM=950.84 INV=947.34 163 LF-12" PVC @ 0.50% CBMH 140 RIM=951.80 INV=948.17 29 LF-12" HDPE @ 1.0% 91 LF-12" PVC @ 1.8% 36 LF-12" HDPE @ 2.0% 82 LF-18" HDPE @ 1.0% CB 111 RIM=952.44 INV=948.44 CBMH 110 RIM=952.06 INV(NW,E)=947.73 INV(SW)=946.73 CBMH 100 RIM=951.06 INV(NE)=945.91 INV(N)=945.83 INV(W)=945.41 191 LF-12" HDPE @ 0.75% CB 130 RIM=954.65 INV=951.00 CBMH 121 RIM=955.76 INV(S)=951.64 INV(W)=951.54 121 LF-12" HDPE @ 1.5% STMH 91 RIM=950.81 INV(E)=945.25 WEIR= 947.25 INV(W)=946.0 OUTLET INV=945.35 OCS 41 RIM=945.15 INV(NE)=938.0 WEIR= 944.25 ORIFICE(10"Wx8"H)= 943.0 INV(SW)=938.0 FES 42 INV=937.44 37 LF-42" RCP @ 1.5% FES 40 W/ RIPRAP INV=932.75 108 LF-42" RCP @ 4.86% NORTH POND TOP OF BERM= 946.50 EOF= 946.00 NWL= 943.00 BOT= 933.00 HWL= 945.88 WEIR OVERFLOW 10' INV= 946.00 FES 70 W/ RIP RAP INV=943.00 FES 60 W/ RIP RAP INV=943.00 CBMH 90 RIM=950.47 INV(SW)=945.96 CBMH 71 RIM=949.98 INV=943.53 STMH 80 W/DISSIPATOR & SKIMMER RIM=950.91 INV(SE)=945.21 INV(NW,E)=944.27 SUMP=939.27 15 LF-18" HDPE @ 1.6% 148 LF-24" HDPE @ 0.5% 75 LF-24" HDPE @ 0.7% 227 LF-24" PVC @ 0.5% CB 61 RIM=950.25 INV(E)=946.75 INV(W)=946.25 4" PVC DRAINTILE FINGER DRAIN SLOPE TO DRAIN-TYP 44 LF-12" HDPE @ 7.4% ACCESS RISER RIM=951.52 INV=943.50 INLET INV=947.25 INLET INV=947.25 12" ROOF DRAIN STUB INV=947.39 7 LF-12" PVC @ 2.0% W/ INSULATION VERIFY LOCATION, INVERT, & SIZE W/ MECHANICAL) EXISTING WETLAND EXISTING 100-YR HWL:955.38 PROPOSED 100-YR HWL:955.36 12" TOP=949.07 12" BOT=947.77 42" TOP=946.04 42" BOT=941.74 IRRIGATION MH 51 RIM=950.83 INV=936.87 BOT=933.00 PUMP DESIGN BY OTHERS FES 50 INV=937.25 76 LF-12" HDPE @ 0.5% 12" ROOF DRAIN STUB INV=947.39 7 LF-12" PVC @ 2.0% W/ INSULATION VERIFY LOCATION, INVERT, & SIZE W/ MECHANICAL) AREA TO BE OVER-EXCAVATED PRIOR TO RIP-RAP INSTALLATION. NO FILL TO BE PLACED WITHIN 100-YEAR FLOODPLAIN. CBMH 120 RIM=953.32 INV(N,E)=949.17 INV(W)=949.07 86 LF-12" HDPE @ 2.75% CBMH 101 RIM=950.70 INV=946.53 141 LF-12" HDPE @ 0.50% CBMH 141 RIM=951.97 INV=948.47 4" PVC DRAINTILE FINGER DRAIN SLOPE TO DRAIN-TYP 4" PVC DRAINTILE FINGER DRAIN SLOPE TO DRAIN-TYP 4" PVC DRAINTILE FINGER DRAIN SLOPE TO DRAIN-TYP N SCALE IN FEET 0 30 60 NORTH KEY PLAN DRAWING NUMBER DRAWING TITLE CLIENT 4201 cedar avenue so. - minneapolis, MN 55407 tel. (612) 904-1332 - fax (612) 904-7366 NOT F O R C O N S T R U C TI O N PROJECT NUMBER 21602.0A REVISION DATE DESCRIPTION BY 1891 Arboretum Boulevard Chanhassen, MN 55317 Xcel Energy Service Center Chanhassen Title: Zachary B. Moen - PE Registration Number: 58688 Date: XX/XX/XXXX By: Title: Professional Engineer I hereby certify that this drawing was prepared by me or under my direct supervision and that I am a duly licensed Professional Engineer under the laws of the State of Minnesota. LOUCKS PROJECT NO. 21602 10/25/2022 WATERSHED SUBMITTAL 11/16/2022 TEP SUBMITTAL 11/16/2022 SCHEMATIC DESIGN PACKAGE 12/05/2022 SD PACKAGE ADDENDUM 01/12/2023 CITY SUBMISSION C4.1 UTILITY PLAN NORTH STORM SEWER NOTE: EXISTING CONDITIONS INFORMATION SHOWN IS FROM AN ALTA/NSPS LAND TITLE SURVEY PREPARED BY LOUCKS, DATED 03/24/2022. PARKING STALL COUNT ACCESSIBLE PARKING STALL 2 LEGEND CATCH BASIN STORM SEWER SANITARY SEWER WATERMAIN STORM MANHOLE SANITARY MANHOLE HYDRANT GATE VALVE SPOT ELEVATION SIGN LIGHT POLE POWER POLE WATER MANHOLE / WELL CONTOUR CONCRETE CURB UNDERGROUND ELECTRIC CONCRETE TELEPHONE PEDESTAL UNDERGROUND TELEPHONE UNDERGROUND GAS OVERHEAD UTILITY CHAIN LINK FENCE BUILDING RETAINING WALL NO PARKING UNDERGROUND FIBER OPTIC SANITARY SEWER SERVICE WATER SERVICE ELECTRIC METER GAS METER TREE LINE EXISTING PROPOSED 972 DRAINTILE FORCEMAIN 373PARKING SETBACK LINE BUILDING SETBACK LINE 2 FENCE FLARED END SECTION POST INDICATOR VALVE BENCHMARK SOIL BORING 3DIRECTION OF FLOW 1.0% 972.5 Gopher State One Call WARNING: THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND / OR RELOCATION OF LINES. THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. STORM SEWER NOTES 1.ALL STORM SEWER SHALL BE FURNISHED AND INSTALLED PER THE REQUIREMENTS OF THE SPECIFICATIONS,THE MINNESOTA PLUMBING CODE, THE LOCAL GOVERNING UNIT, AND THE STANDARD UTILITIES SPECIFICATION OF THE CITY ENGINEERS ASSOCIATION OF MINNESOTA (CEAM), CURRENT EDITION. 2.ALL UTILITY PIPE BEDDING SHALL BE COMPACTED SAND OR FINE GRANULAR MATERIAL. ALL COMPACTION SHALL BE PERFORMED PER THE REQUIREMENTS OF THE CEAM SPECIFICATION AND THE GEOTECHNICAL REPORT. 3.ALL CONNECTIONS TO EXISTING UTILITIES SHALL BE PERFORMED PER THE REQUIREMENTS OF THE STATE AND LOCAL JURISDICTIONS. THE CITY DEPARTMENT OF ENGINEERING AND BUILDING INSPECTIONS DEPARTMENT AND THE CONSTRUCTION ENGINEER MUST BE NOTIFIED AT LEAST 48 HOURS PRIOR TO ANY WORK WITHIN THE PUBLIC RIGHT OF WAY, OR WORK IMPACTING PUBLIC UTILITIES. 4.ALL SITE UTILITY SERVICES SHALL TERMINATE 5' FROM THE EXTERIOR BUILDING WALL UNLESS OTHERWISE NOTED. THE SITE UTILITY CONTRACTOR SHALL COORDINATE WITH THE GENERAL CONTRACTOR, MECHANICAL CONTRACTOR AND MECHANICAL ENGINEER TO DETERMINE THE RESPONSIBILITY OF BRINGING THE SERVICE(S) INTO THE BUILDING, INSPECTIONS AND TESTING PER APPLICABLE GOVERNING AGENCIES. 5.PER MINNESOTA DEPARTMENT OF LABOR & INDUSTRY REQUIREMENTS, A MINIMUM OF 18 INCHES OF VERTICAL SEPARATION AND 10 FEET OF HORIZONTAL SEPARATION IS REQUIRED FROM WATERMAIN TO ANY MANHOLE, SEPTIC SYSTEM, CATCH BASIN, SEWER PIPE, OR OTHER SOURCE OF CONTAMINATION, MEASURED FROM THE OUTER EDGE OF THE PIPE TO THE OUTER EDGE OF THE CONTAMINATION SOURCE UNLESS OTHERWISE SHOWN. 6.ALL STORM SEWER DOWNSPOUT COLLECTION PIPES AND WYES SHALL BE PVC SCHEDULE 40). 7.CONTRACTOR TO SUBMIT SHOP DRAWINGS OF STORM STRUCTURE(S) AND UNDERGROUND SYSTEM(S) FOR ENGINEER'S REVIEW. 8.CONTRACTOR TO VERIFY UNDERLYING SOILS BENEATH ALL STORMWATER FACILITIES, AND PROVIDE DOCUMENTATION TO THE ENGINEER, PRIOR TO CONSTRUCTION OF THE FACILITIES. 9.ALL PORTIONS OF THE STORM SEWER SYSTEM, INCLUDING CATCH BASINS, LOCATED WITHIN 10 FEET OF THE BUILDING OR WATER SERVICE LINE MUST BE TESTED ACCORDANCE WITH MINNESOTA RULES, PART 4714. ALL JOINTS AND CONNECTIONS SHALL BE GASTIGHT OR WATERTIGHT (SEE MINNESOTA RULES, PART 4714). 10.REFER TO GEOTECHNICAL EVALUATION REPORT AS PREPARED BY BRAUN INTERTEC, FOR AN EXISTING SUBSURFACE SITE CONDITION ANALYSIS AND CONSTRUCTION RECOMMENDATIONS INCLUDING BUT NOT LIMITED TO: A.REUSE OF ON-SITE SOILS B.GROUNDWATER AND RECOMMENDATIONS FOR EXCAVATION DEWATERING. C.SITE GRADING AND SUBGRADE PREPARATION. D.PAVEMENTS AND EXTERIOR SLABS. E.TRENCH EXCAVATION AND BACKFILL. F.EXTERIOR UTILITY SUPPORTS. G.FROST PROTECTION. 11.CONTRACTOR SHALL PROVIDE AS-BUILT INFORMATION OF CONSTRUCTED STORMWATER MANAGEMENT SYSTEMS & ASSOCIATED INFRASTRUCTURE RECOMMENDED PRIOR TO BACKFILLING) PER APPLICABLE PERMIT REQUIREMENTS AND/OR DEVELOPMENT AGREEMENTS. 12.ALL UNUSED UTILITY SERVICES SHALL BE ABANDONED PER THE REQUIREMENTS OF THE APPLICABLE GOVERNING AGENCIES. 13.THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL REQUIRED UTILITY PERMITS FROM THE APPLICABLE GOVERNING AGENCIES. 703949 40163 UPD.C COMM 952.21 40165 UPD.C 952.1044444444444444488888888888888888888888888888888888888888888888888888888888 PROPOSED BUILDING FFE=952.50 COLD STORAGE BUILDING FFE=952.50 COLD STORAGE BUILDING FFE=952.50 COLD STORAGE BUILDING FFE=952.5088888 88888444444FES 20 W/ RIP RAP INV=942.00 FES 10 W/ RIP RAP INV=931.10 PUBLIC STRUCTURE) 173 LF-24" PVC @ 1.0% STMH 11 RIM=951.12 INV(E)=938.15 INV(W)=931.50 PUBLIC STRUCTURE) CBMH 22 RIM=948.75 INV(N,S)=944.56 INV(W)=944.06 CBMH 30 RIM=949.45 INV=944.95 58 LF-12" HDPE @ 0.7% 179 LF-12" HDPE @ 1.6% CBMH 32 RIM=957.85 INV(N)=955.85 INV(S)=953.85 INV(NW)=948.50 74 LF-12" HDPE @ 4.2% CBMH 33 RIM=960.43 INV(W)=958.43 INV(N)=956.93 4" PVC DRAINTILE FINGER DRAIN SLOPE TO DRAIN-TYP 131 LF-FRENCH DRAIN W/ 6" PERFORATED PVC @ 2.0% SEE DETAIL 83 LF-12" HDPE @ 0.5% CBMH 23 RIM=949.08 INV=945.41 CBMH 24 RIM=949.42 INV=945.83 199 LF-42" RCP @ 1.25% PUBLIC PIPE)STMH 12 RIM=951.34 INV=940.64 PUBLIC STRUCTURE) 82 LF-18" HDPE @ 1.0% CBMH 100 RIM=951.06 INV(NE)=945.91 INV(N)=945.83 INV(W)=945.41 INV(S)=951.64 INV(W)=951.54 252 LF-12" HDPE @ 1.5% CB 122 RIM=959.42 INV=955.42 OUTLET INV=945.35 17 LF-21" CMP @ 3.25% REUSE TANK 306 LF-72" SOLID CMP TOP= 949.50 INV= 943.50 SEE DETAIL 75 LF-60" RCP @ 0.5% PUBLIC PIPE) OCS 2 RIM=945.00 INV(E)=936.50 WEIR= 943.00 ORIFICE(9"Wx6"H)= 942.00 INV(W)=934.00 FES 3 INV=936.00 48 LF-30" RCP @ 1.0% 116 LF-30" RCP @ 7.76% SOUTH POND TOP OF BERM= 946.50 EOF= 946.00 NWL= 942.00 BOT= 933.00 HWL= 944.40 WEIR OVERFLOW 10' INV= 946.00 CB 92 RIM=949.78 INV(E)=947.03 INV(N)=946.53 114 LF-12" HDPE @ 0.50% CBMH 90 RIM=950.47 INV(SW)=945.96 INV(N,E)=945.45 STMH 80 W/DISSIPATOR & SKIMMER RIM=950.91 INV(SE)=945.21 INV(NW,E)=944.27 SUMP=939.27 15 LF-18" HDPE @ 1.6% 227 LF-24" PVC @ 0.5% CLEANOUT RIM=963.04 INV=961.04 CLEANOUT RIM=964.10 INV=962.10 74 LF-FRENCH DRAIN W/ 6" PERFORATED PVC @ 8.4% SEE DETAIL 4" PVC DRAINTILE FINGER DRAIN SLOPE TO DRAIN-TYP 4" PVC DRAINTILE FINGER DRAIN SLOPE TO DRAIN-TYP 4" PVC DRAINTILE FINGER DRAIN SLOPE TO DRAIN-TYP 83 LF-12" HDPE @ 1.0% ACCESS RISER RIM=951.70 INV=943.50 ACCESS RISER RIM=952.05 INV=943.50 RIM=951.52 INV=943.50 12" ROOF DRAIN STUB INV=948.00 75 LF-12" PVC @ 1.0% W/ INSULATION VERIFY LOCATION, INVERT, & SIZE W/ MECHANICAL) INLET INV=947.25 INLET INV=947.25 INLET INV=947.25 75 LF-12" PVC @ 1.0% PIPING TO PUMP SYSTEM FOR TRUCK WASHING SYSTEM SEE MECHANICAL FOR PUMP DESIGN & ASSOCIATED INFRASTRUCTURE 30 LF-24" HDPE @ 1.0% OUTLET INV=943.50 STMH 31 RIM=952.45 INV(N,S)=948.30 INV(SE,NW)=947.80 45 LF-12" HDPE @ 1.6% CBMH 25 RIM=949.75 INV(N)=946.75 INV(S)=946.25 83 LF-12" HDPE @ 0.5% W/ INSULATION VERIFY LOCATION, INVERT, & SIZE W/ MECHANICAL) AREA TO BE OVER-EXCAVATED PRIOR TO RIP-RAP INSTALLATION. NO FILL TO BE PLACED WITHIN 100-YEAR FLOODPLAIN. INV(W)=949.07 86 LF-12" HDPE @ 2.75% 12" TOP=947.30 12" BOT=946.00 60" TOP=936.77 60" BOT=930.77 STMH 21 W/DISSIPATOR & SKIMMER RIM=950.58 INV=943.73 SUMP=938.73 8 LF-21" CMP @ 1.25% FES 1 W/ RIPRAP INV=925.00 40' STORM SEWER EASEMENT 8" TOP=938.64 8" BOT=937.87 60" TOP=936.90 60" BOT=930.90 N SCALE IN FEET 0 30 60 NORTH KEY PLAN DRAWING NUMBER DRAWING TITLE CLIENT 4201 cedar avenue so. - minneapolis, MN 55407 tel. (612) 904-1332 - fax (612) 904-7366 NOT F O R C O N S T R U C TI O N PROJECT NUMBER 21602.0A REVISION DATE DESCRIPTION BY 1891 Arboretum Boulevard Chanhassen, MN 55317 Xcel Energy Service Center Chanhassen Title: Zachary B. Moen - PE Registration Number: 58688 Date: XX/XX/XXXX By: Title: Professional Engineer I hereby certify that this drawing was prepared by me or under my direct supervision and that I am a duly licensed Professional Engineer under the laws of the State of Minnesota. LOUCKS PROJECT NO. 21602 10/25/2022 WATERSHED SUBMITTAL 11/16/2022 TEP SUBMITTAL 11/16/2022 SCHEMATIC DESIGN PACKAGE 12/05/2022 SD PACKAGE ADDENDUM 01/12/2023 CITY SUBMISSION C4.2 UTILITY PLAN SOUTH STORM SEWER NOTE: EXISTING CONDITIONS INFORMATION SHOWN IS FROM AN ALTA/NSPS LAND TITLE SURVEY PREPARED BY LOUCKS, DATED 03/24/2022. PARKING STALL COUNT ACCESSIBLE PARKING STALL 2 LEGEND CATCH BASIN STORM SEWER SANITARY SEWER WATERMAIN STORM MANHOLE SANITARY MANHOLE HYDRANT GATE VALVE SPOT ELEVATION SIGN LIGHT POLE POWER POLE WATER MANHOLE / WELL CONTOUR CONCRETE CURB UNDERGROUND ELECTRIC CONCRETE TELEPHONE PEDESTAL UNDERGROUND TELEPHONE UNDERGROUND GAS OVERHEAD UTILITY CHAIN LINK FENCE BUILDING RETAINING WALL NO PARKING UNDERGROUND FIBER OPTIC SANITARY SEWER SERVICE WATER SERVICE ELECTRIC METER GAS METER TREE LINE EXISTING PROPOSED 972 DRAINTILE FORCEMAIN 373PARKING SETBACK LINE BUILDING SETBACK LINE 2 FENCE FLARED END SECTION POST INDICATOR VALVE BENCHMARK SOIL BORING 3DIRECTION OF FLOW 1.0% 972.5 Gopher State One Call WARNING: THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND / OR RELOCATION OF LINES. THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. STORM SEWER NOTES 1.ALL STORM SEWER SHALL BE FURNISHED AND INSTALLED PER THE REQUIREMENTS OF THE SPECIFICATIONS,THE MINNESOTA PLUMBING CODE, THE LOCAL GOVERNING UNIT, AND THE STANDARD UTILITIES SPECIFICATION OF THE CITY ENGINEERS ASSOCIATION OF MINNESOTA CEAM), CURRENT EDITION. 2.ALL UTILITY PIPE BEDDING SHALL BE COMPACTED SAND OR FINE GRANULAR MATERIAL. ALL COMPACTION SHALL BE PERFORMED PER THE REQUIREMENTS OF THE CEAM SPECIFICATION AND THE GEOTECHNICAL REPORT. 3.ALL CONNECTIONS TO EXISTING UTILITIES SHALL BE PERFORMED PER THE REQUIREMENTS OF THE STATE AND LOCAL JURISDICTIONS. THE CITY DEPARTMENT OF ENGINEERING AND BUILDING INSPECTIONS DEPARTMENT AND THE CONSTRUCTION ENGINEER MUST BE NOTIFIED AT LEAST 48 HOURS PRIOR TO ANY WORK WITHIN THE PUBLIC RIGHT OF WAY, OR WORK IMPACTING PUBLIC UTILITIES. 4.ALL SITE UTILITY SERVICES SHALL TERMINATE 5' FROM THE EXTERIOR BUILDING WALL UNLESS OTHERWISE NOTED. THE SITE UTILITY CONTRACTOR SHALL COORDINATE WITH THE GENERAL CONTRACTOR, MECHANICAL CONTRACTOR AND MECHANICAL ENGINEER TO DETERMINE THE RESPONSIBILITY OF BRINGING THE SERVICE(S) INTO THE BUILDING, INSPECTIONS AND TESTING PER APPLICABLE GOVERNING AGENCIES. 5.PER MINNESOTA DEPARTMENT OF LABOR & INDUSTRY REQUIREMENTS, A MINIMUM OF 18 INCHES OF VERTICAL SEPARATION AND 10 FEET OF HORIZONTAL SEPARATION IS REQUIRED FROM WATERMAIN TO ANY MANHOLE, SEPTIC SYSTEM, CATCH BASIN, SEWER PIPE, OR OTHER SOURCE OF CONTAMINATION, MEASURED FROM THE OUTER EDGE OF THE PIPE TO THE OUTER EDGE OF THE CONTAMINATION SOURCE UNLESS OTHERWISE SHOWN. 6.ALL STORM SEWER DOWNSPOUT COLLECTION PIPES AND WYES SHALL BE PVC (SCHEDULE 40). 7.CONTRACTOR TO SUBMIT SHOP DRAWINGS OF STORM STRUCTURE(S) AND UNDERGROUND SYSTEM(S) FOR ENGINEER'S REVIEW. 8.CONTRACTOR TO VERIFY UNDERLYING SOILS BENEATH ALL STORMWATER FACILITIES, AND PROVIDE DOCUMENTATION TO THE ENGINEER, PRIOR TO CONSTRUCTION OF THE FACILITIES. 9.ALL PORTIONS OF THE STORM SEWER SYSTEM, INCLUDING CATCH BASINS, LOCATED WITHIN 10 FEET OF THE BUILDING OR WATER SERVICE LINE MUST BE TESTED ACCORDANCE WITH MINNESOTA RULES, PART 4714. ALL JOINTS AND CONNECTIONS SHALL BE GASTIGHT OR WATERTIGHT (SEE MINNESOTA RULES, PART 4714). 10.REFER TO GEOTECHNICAL EVALUATION REPORT AS PREPARED BY BRAUN INTERTEC, FOR AN EXISTING SUBSURFACE SITE CONDITION ANALYSIS AND CONSTRUCTION RECOMMENDATIONS INCLUDING BUT NOT LIMITED TO: A.REUSE OF ON-SITE SOILS B.GROUNDWATER AND RECOMMENDATIONS FOR EXCAVATION DEWATERING. C.SITE GRADING AND SUBGRADE PREPARATION. D.PAVEMENTS AND EXTERIOR SLABS. E.TRENCH EXCAVATION AND BACKFILL. F.EXTERIOR UTILITY SUPPORTS. G.FROST PROTECTION. 11.CONTRACTOR SHALL PROVIDE AS-BUILT INFORMATION OF CONSTRUCTED STORMWATER MANAGEMENT SYSTEMS & ASSOCIATED INFRASTRUCTURE (RECOMMENDED PRIOR TO BACKFILLING) PER APPLICABLE PERMIT REQUIREMENTS AND/OR DEVELOPMENT AGREEMENTS. 12.ALL UNUSED UTILITY SERVICES SHALL BE ABANDONED PER THE REQUIREMENTS OF THE APPLICABLE GOVERNING AGENCIES. 13.THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL REQUIRED UTILITY PERMITS FROM THE APPLICABLE GOVERNING AGENCIES. 704950 3506 5 STC 3 0 R C P 945.1 5 3506 8 STC 1 2 R C P 944.0 3 4444444448888888888888888888888888888888888888888888888888888 NOPARKINGNO PARKING NO PARKING PROPOSED BUILDING LOWER LEVEL=952.50 LEVEL 1=974.50 COLD STORAGE BUILDING FFE=952.50 8 8 8888888888" COMBINED DOMESTIC/FIRE WATER SERVICE VERIFY LOCATION, INVERT, & SIZE W/ MECHANICAL) 449 LF-8" PVC @ 2.0% 33 LF-8" PVC @ 2.2% SANMH 4 RIM=951.75 INV(E)=943.76 INV(S)=943.66 8" SANITARY SERVICE STUB INV=944.50 VERIFY LOCATION, INVERT, & SIZE W/ MECHANICAL) 8" x 8" TEE 3)-8" GATE VALVES 80 LF-8" C900 WATERMAIN 82 LF-8" C900 WATERMAIN 22.5° 8" BEND 194 LF-8" C900 WATERMAIN 207 LF-8" C900 WATERMAIN 175 LF-8" C900 WATER SERVICE 8" x 6" TEE 3)-8" GATE VALVES 8" x 8" TEE 76 LF-8" C900 WATERMAIN 8"X6" REDUCER 193 LF-8" C900 WATER SERVICE 45° 8" BEND 8" STUB 39 LF-8" C900 PVC WATER SERVICE HYDRANT W/ GATE VALVE 19 LF-6" C900 WATERMAIN 8" GATE VALVE 8" x 6" TEE 65 LF-6" C900 WATERMAIN 252 LF-6" C900 WATERMAIN 55 LF-6" C900 WATERMAIN 80 LF-6" C900 WATERMAIN HYDRANT 45° 6" BEND 45° 6" BEND 45° 6" BEND 22.5° 8" BEND 45° 6" BEND 61 LF-6" C900 WATERMAIN 100 LF-8" C900 WATERMAIN UTILITY PLAN NORTH SANITARY SEWER WATERMAIN N SCALE IN FEET 0 30 60 NORTH KEY PLAN DRAWING NUMBER DRAWING TITLE CLIENT 4201 cedar avenue so. - minneapolis, MN 55407 tel. (612) 904-1332 - fax (612) 904-7366 NOT F O R C O N S T R U C TI O N PROJECT NUMBER 21602.0A REVISION DATE DESCRIPTION BY 1891 Arboretum Boulevard Chanhassen, MN 55317 Xcel Energy Service Center Chanhassen Title: Zachary B. Moen - PE Registration Number: 58688 Date: XX/XX/XXXX By: Title: Professional Engineer I hereby certify that this drawing was prepared by me or under my direct supervision and that I am a duly licensed Professional Engineer under the laws of the State of Minnesota. LOUCKS PROJECT NO. 21602 10/25/2022 WATERSHED SUBMITTAL 11/16/2022 TEP SUBMITTAL 11/16/2022 SCHEMATIC DESIGN PACKAGE 12/05/2022 SD PACKAGE ADDENDUM 01/12/2023 CITY SUBMISSION C4.3 NOTE: EXISTING CONDITIONS INFORMATION SHOWN IS FROM AN ALTA/NSPS LAND TITLE SURVEY PREPARED BY LOUCKS, DATED 03/24/2022. PARKING STALL COUNT ACCESSIBLE PARKING STALL 2 LEGEND CATCH BASIN STORM SEWER SANITARY SEWER WATERMAIN STORM MANHOLE SANITARY MANHOLE HYDRANT GATE VALVE SPOT ELEVATION SIGN LIGHT POLE POWER POLE WATER MANHOLE / WELL CONTOUR CONCRETE CURB UNDERGROUND ELECTRIC CONCRETE TELEPHONE PEDESTAL UNDERGROUND TELEPHONE UNDERGROUND GAS OVERHEAD UTILITY CHAIN LINK FENCE BUILDING RETAINING WALL NO PARKING UNDERGROUND FIBER OPTIC SANITARY SEWER SERVICE WATER SERVICE ELECTRIC METER GAS METER TREE LINE EXISTING PROPOSED 972 DRAINTILE FORCEMAIN 373PARKING SETBACK LINE BUILDING SETBACK LINE 2 FENCE FLARED END SECTION POST INDICATOR VALVE BENCHMARK SOIL BORING 3DIRECTION OF FLOW 1.0% 972.5 Gopher State One Call WARNING: THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND / OR RELOCATION OF LINES. THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. SANITARY SEWER & WATERMAIN NOTES 1.ALL SANITARY SEWER AND WATERMAIN UTILITIES SHALL BE FURNISHED AND INSTALLED PER THE REQUIREMENTS OF THE SPECIFICATIONS,THE MINNESOTA PLUMBING CODE, THE LOCAL GOVERNING UNIT, AND THE STANDARD UTILITIES SPECIFICATION OF THE CITY ENGINEERS ASSOCIATION OF MINNESOTA (CEAM), CURRENT EDITION. 2.ALL UTILITY PIPE BEDDING SHALL BE COMPACTED SAND OR FINE GRANULAR MATERIAL. ALL COMPACTION SHALL BE PERFORMED PER THE REQUIREMENTS OF THE CEAM SPECIFICATION AND THE GEOTECHNICAL REPORT. 3.ALL CONNECTIONS TO EXISTING UTILITIES SHALL BE PERFORMED PER THE REQUIREMENTS OF THE STATE AND LOCAL JURISDICTIONS. THE CITY DEPARTMENT OF ENGINEERING AND BUILDING INSPECTIONS DEPARTMENT AND THE CONSTRUCTION ENGINEER MUST BE NOTIFIED AT LEAST 48 HOURS PRIOR TO ANY WORK WITHIN THE PUBLIC RIGHT OF WAY, OR WORK IMPACTING PUBLIC UTILITIES. 4.ALL SITE UTILITY SERVICES SHALL TERMINATE 5' FROM THE EXTERIOR BUILDING WALL UNLESS OTHERWISE NOTED. THE SITE UTILITY CONTRACTOR SHALL COORDINATE WITH THE GENERAL CONTRACTOR, MECHANICAL CONTRACTOR AND MECHANICAL ENGINEER TO DETERMINE THE RESPONSIBILITY OF BRINGING THE SERVICE(S) INTO THE BUILDING, INSPECTIONS AND TESTING PER APPLICABLE GOVERNING AGENCIES. 5.ALL NEW WATERMAIN AND SERVICES MUST HAVE A MINIMUM OF 7.5 FEET OF COVER. EXTRA DEPTH MAY BE REQUIRED TO MAINTAIN A MINIMUM 18" VERTICAL SEPARATION TO SANITARY OR STORM SEWER LINES. THE CONTRACTOR SHALL FIELD ADJUST WATERMAIN TO AVOID CONFLICTS WITH SANITARY SEWER, STORM SEWER, AND SERVICES AS REQUIRED. INSULATION OF WATERMAIN AND SANITARY SEWER LINES SHALL BE PROVIDED WHERE 7.5 FEET MINIMUM DEPTH CAN NOT BE ATTAINED. 6.PER MINNESOTA DEPARTMENT OF LABOR & INDUSTRY REQUIREMENTS, A MINIMUM OF 18 INCHES OF VERTICAL SEPARATION AND 10 FEET OF HORIZONTAL SEPARATION IS REQUIRED FROM WATERMAIN TO ANY MANHOLE, SEPTIC SYSTEM, CATCH BASIN, SEWER PIPE, OR OTHER SOURCE OF CONTAMINATION, MEASURED FROM THE OUTER EDGE OF THE PIPE TO THE OUTER EDGE OF THE CONTAMINATION SOURCE UNLESS OTHERWISE SHOWN. 7.CONTRACTOR TO SUBMIT SHOP DRAWINGS OF SANITARY STRUCTURE(S) AND UNDERGROUND SYSTEM(S) FOR ENGINEER'S REVIEW. 8.ALL FIRE HYDRANTS SHALL BE LOCATED 5 FEET BEHIND BACK OF CURB OR EDGE OF PAVEMENT UNLESS OTHERWISE NOTED. 9.REFER TO GEOTECHNICAL EVALUATION REPORT AS PREPARED BY BRAUN INTERTEC, FOR AN EXISTING SUBSURFACE SITE CONDITION ANALYSIS AND CONSTRUCTION RECOMMENDATIONS INCLUDING BUT NOT LIMITED TO: A.REUSE OF ON-SITE SOILS B.GROUNDWATER AND RECOMMENDATIONS FOR EXCAVATION DEWATERING. C.SITE GRADING AND SUBGRADE PREPARATION. D.PAVEMENTS AND EXTERIOR SLABS. E.TRENCH EXCAVATION AND BACKFILL. F.EXTERIOR UTILITY SUPPORTS. G.FROST PROTECTION. 10.CONTRACTOR SHALL PROVIDE AS-BUILT INFORMATION OF CONSTRUCTED UTILITIES RECOMMENDED PRIOR TO BACKFILLING) PER APPLICABLE PERMIT REQUIREMENTS AND/OR DEVELOPMENT AGREEMENTS. 11.ALL UNUSED UTILITY SERVICES SHALL BE ABANDONED PER THE REQUIREMENTS OF THE APPLICABLE GOVERNING AGENCIES. 12.THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL REQUIRED UTILITY PERMITS FROM THE APPLICABLE GOVERNING AGENCIES. 705951 40163 UPD.C COMM 952.21 40165 UPD.C 952.104444444444444444888888888888888888888888888888888888888888888888888888888888888888 PROPOSED BUILDING FFE=952.50 COLD STORAGE BUILDING FFE=952.50 COLD STORAGE BUILDING FFE=952.50 COLD STORAGE BUILDING FFE=952.50888888 88888444444EXISTING HYDRANT 8" COMBINED DOMESTIC/FIRE SERVICE VERIFY LOCATION, INVERT, SIZE W/ MECHANICAL) CONNECT TO 8" SANITARY SERVICE STUB @ EXISTING INV= 925.08± 85 LF-8" PVC @ 3.6% SANMH 1 W/ STRUCTURE MARKER PER CITY SPECIFICATIONS RIM=945.25 INV(N)=928.24 INV(S)=928.14 202 LF-8" PVC @ 2.0% SANMH 2 W/ STRUCTURE MARKER PER CITY SPECIFICATIONS RIM=946.50 INV(N)=932.38 INV(S)=932.28 110 LF-8" PVC @ 2.0% SANMH 3 RIM=951.30 INV(E)=943.70 INV(N)=934.68 INV(S)=934.58 40 LF-8" PVC @ 2.0% 8" SANITARY SERVICE STUB INV=944.50 VERIFY LOCATION, INVERT, & SIZE W/ MECHANICAL) HYDRANT W/ GATE VALVE 22 LF-6" C900 WATERMAIN CONNECT TO EX. 8" WATER STUB FIELD VERIFY EXISTING LOCATION, SIZE & MATERIAL)CONNECT TO EX. 8" WATER STUB FIELD VERIFY EXISTING LOCATION, SIZE & MATERIAL) HYDRANT W/ GATE VALVE 22 LF-6" C900 WATERMAIN 35 LF-8" C900 WATERMAIN 45° 8" BEND 255 LF-8" C900 WATERMAIN 233 LF-8" C900 WATERMAIN 454 LF-8" C900 WATERMAIN 8" x 8" TEE 3)-8" GATE VALVES 60 LF-8" C900 WATER SERVICE 28 LF-8" C900 WATERMAIN 58 LF-8" C900 WATERMAIN 45° 8" BEND 45° 8" BEND 8" x 6" TEE 6 LF-8" C900 WATERMAIN 8" x 6" TEE 8" x 8" TEE 8" STUB 39 LF-8" C900 PVC WATER SERVICE 3)-8" GATE VALVES 100 LF-8" C900 WATERMAIN 35 LF-8" C900 WATERMAIN UTILITY PLAN SOUTH SANITARY SEWER WATERMAIN N SCALE IN FEET 0 30 60 NORTH KEY PLAN DRAWING NUMBER DRAWING TITLE CLIENT 4201 cedar avenue so. - minneapolis, MN 55407 tel. (612) 904-1332 - fax (612) 904-7366 NOT F O R C O N S T R U C TI O N PROJECT NUMBER 21602.0A REVISION DATE DESCRIPTION BY 1891 Arboretum Boulevard Chanhassen, MN 55317 Xcel Energy Service Center Chanhassen Title: Zachary B. Moen - PE Registration Number: 58688 Date: XX/XX/XXXX By: Title: Professional Engineer I hereby certify that this drawing was prepared by me or under my direct supervision and that I am a duly licensed Professional Engineer under the laws of the State of Minnesota. LOUCKS PROJECT NO. 21602 10/25/2022 WATERSHED SUBMITTAL 11/16/2022 TEP SUBMITTAL 11/16/2022 SCHEMATIC DESIGN PACKAGE 12/05/2022 SD PACKAGE ADDENDUM 01/12/2023 CITY SUBMISSION C4.4 NOTE: EXISTING CONDITIONS INFORMATION SHOWN IS FROM AN ALTA/NSPS LAND TITLE SURVEY PREPARED BY LOUCKS, DATED 03/24/2022. PARKING STALL COUNT ACCESSIBLE PARKING STALL 2 LEGEND CATCH BASIN STORM SEWER SANITARY SEWER WATERMAIN STORM MANHOLE SANITARY MANHOLE HYDRANT GATE VALVE SPOT ELEVATION SIGN LIGHT POLE POWER POLE WATER MANHOLE / WELL CONTOUR CONCRETE CURB UNDERGROUND ELECTRIC CONCRETE TELEPHONE PEDESTAL UNDERGROUND TELEPHONE UNDERGROUND GAS OVERHEAD UTILITY CHAIN LINK FENCE BUILDING RETAINING WALL NO PARKING UNDERGROUND FIBER OPTIC SANITARY SEWER SERVICE WATER SERVICE ELECTRIC METER GAS METER TREE LINE EXISTING PROPOSED 972 DRAINTILE FORCEMAIN 373PARKING SETBACK LINE BUILDING SETBACK LINE 2 FENCE FLARED END SECTION POST INDICATOR VALVE BENCHMARK SOIL BORING 3DIRECTION OF FLOW 1.0% 972.5 Gopher State One Call WARNING: THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND / OR RELOCATION OF LINES. THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. SANITARY SEWER & WATERMAIN NOTES 1.ALL SANITARY SEWER AND WATERMAIN UTILITIES SHALL BE FURNISHED AND INSTALLED PER THE REQUIREMENTS OF THE SPECIFICATIONS,THE MINNESOTA PLUMBING CODE, THE LOCAL GOVERNING UNIT, AND THE STANDARD UTILITIES SPECIFICATION OF THE CITY ENGINEERS ASSOCIATION OF MINNESOTA (CEAM), CURRENT EDITION. 2.ALL UTILITY PIPE BEDDING SHALL BE COMPACTED SAND OR FINE GRANULAR MATERIAL. ALL COMPACTION SHALL BE PERFORMED PER THE REQUIREMENTS OF THE CEAM SPECIFICATION AND THE GEOTECHNICAL REPORT. 3.ALL CONNECTIONS TO EXISTING UTILITIES SHALL BE PERFORMED PER THE REQUIREMENTS OF THE STATE AND LOCAL JURISDICTIONS. THE CITY DEPARTMENT OF ENGINEERING AND BUILDING INSPECTIONS DEPARTMENT AND THE CONSTRUCTION ENGINEER MUST BE NOTIFIED AT LEAST 48 HOURS PRIOR TO ANY WORK WITHIN THE PUBLIC RIGHT OF WAY, OR WORK IMPACTING PUBLIC UTILITIES. 4.ALL SITE UTILITY SERVICES SHALL TERMINATE 5' FROM THE EXTERIOR BUILDING WALL UNLESS OTHERWISE NOTED. THE SITE UTILITY CONTRACTOR SHALL COORDINATE WITH THE GENERAL CONTRACTOR, MECHANICAL CONTRACTOR AND MECHANICAL ENGINEER TO DETERMINE THE RESPONSIBILITY OF BRINGING THE SERVICE(S) INTO THE BUILDING, INSPECTIONS AND TESTING PER APPLICABLE GOVERNING AGENCIES. 5.ALL NEW WATERMAIN AND SERVICES MUST HAVE A MINIMUM OF 7.5 FEET OF COVER. EXTRA DEPTH MAY BE REQUIRED TO MAINTAIN A MINIMUM 18" VERTICAL SEPARATION TO SANITARY OR STORM SEWER LINES. THE CONTRACTOR SHALL FIELD ADJUST WATERMAIN TO AVOID CONFLICTS WITH SANITARY SEWER, STORM SEWER, AND SERVICES AS REQUIRED. INSULATION OF WATERMAIN AND SANITARY SEWER LINES SHALL BE PROVIDED WHERE 7.5 FEET MINIMUM DEPTH CAN NOT BE ATTAINED. 6.PER MINNESOTA DEPARTMENT OF LABOR & INDUSTRY REQUIREMENTS, A MINIMUM OF 18 INCHES OF VERTICAL SEPARATION AND 10 FEET OF HORIZONTAL SEPARATION IS REQUIRED FROM WATERMAIN TO ANY MANHOLE, SEPTIC SYSTEM, CATCH BASIN, SEWER PIPE, OR OTHER SOURCE OF CONTAMINATION, MEASURED FROM THE OUTER EDGE OF THE PIPE TO THE OUTER EDGE OF THE CONTAMINATION SOURCE UNLESS OTHERWISE SHOWN. 7.CONTRACTOR TO SUBMIT SHOP DRAWINGS OF SANITARY STRUCTURE(S) AND UNDERGROUND SYSTEM(S) FOR ENGINEER'S REVIEW. 8.ALL FIRE HYDRANTS SHALL BE LOCATED 5 FEET BEHIND BACK OF CURB OR EDGE OF PAVEMENT UNLESS OTHERWISE NOTED. 9.REFER TO GEOTECHNICAL EVALUATION REPORT AS PREPARED BY BRAUN INTERTEC, FOR AN EXISTING SUBSURFACE SITE CONDITION ANALYSIS AND CONSTRUCTION RECOMMENDATIONS INCLUDING BUT NOT LIMITED TO: A.REUSE OF ON-SITE SOILS B.GROUNDWATER AND RECOMMENDATIONS FOR EXCAVATION DEWATERING. C.SITE GRADING AND SUBGRADE PREPARATION. D.PAVEMENTS AND EXTERIOR SLABS. E.TRENCH EXCAVATION AND BACKFILL. F.EXTERIOR UTILITY SUPPORTS. G.FROST PROTECTION. 10.CONTRACTOR SHALL PROVIDE AS-BUILT INFORMATION OF CONSTRUCTED UTILITIES RECOMMENDED PRIOR TO BACKFILLING) PER APPLICABLE PERMIT REQUIREMENTS AND/OR DEVELOPMENT AGREEMENTS. 11.ALL UNUSED UTILITY SERVICES SHALL BE ABANDONED PER THE REQUIREMENTS OF THE APPLICABLE GOVERNING AGENCIES. 12.THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL REQUIRED UTILITY PERMITS FROM THE APPLICABLE GOVERNING AGENCIES. 706952 444444488888888888888888888888888888888888FES 10 W/ RIP RAP INV=931.10 75 LF-60" RCP @ 0.50% STMH 11 RIM=951.12 INV (E)=938.15 INV (W) = 931.50 199 LF-42" RCP @ 1.25% STMH 12 RIM=951.34 INV=940.64 365 LF-42" RCP @ 1.25% SKIMMER STRUCTURE INLET=952.25 WEIR=951.50 OUTLET=945.20 SEE DETAIL 12" TOP=949.07 12" INV=947.77 42" TOP=946.04 42" INV=941.74 8888AABBCCDD12" TOP=947.30 12" INV=946.00 42" TOP=936.77 42" INV=930.77 930 935 940 945 950 955 960 965 930 935 940 945 950 955 960 965 1+00 935.8931.41931.10+00 951.00943.8951.52947.31+00 952.40950.7951.90952.32+00 951.36952.6951. 90951.13+00 952. 61949.5952.58949. 54+00 954.29949. 8955.95949.95+ 00 957.76950.6962. 20951.36+00 953.84952. 27+00 8+00 9+00 199 LF 42" RCP @ 1. 25% 365 LF 42" RCP @ 1.25% 75 LF 60" RCP @ 0.53% STMH 11RIM=951.12INV= 938.15 (42") EINV= 931.50 ( 60") WSTMH 12RIM=951.10INV= 940.64 (42") NEINV= 940.64 (42") W12" HDPE 8" PVC C900 WM INV. 945.20 INLET 952.25 SKIMMER OUTLET STRUCTURE SEE C8.3 FOR DETAILS)12" PVC 12" PVC INV. 931. 10 12" HDPE VERTICAL DEFLECTION TO 13'DEPTH AT PIPE CROSSING 8" PVC 88OCS 51 RIM= 945. 15 INV( E)= 938. 0 WEIR= 944. 25 ORIFICE( 10" Wx8" H)= 943. 0 INV(W)=938.0 FES 52 INV=937.44 37 LF-42" RCP @ 1.5%FES 50 W/ RIPRAP INV= 932.75 108 LF- 42" RCP @ 4.86%WEIR OVERFLOW 10'INV= 946.00 930 935 940 945 950 955 960 930 935 940 945 950 955 960 936.5- 0+50 932.73932.70+00 941.14941.1946.50943. 01+00 934.87944.8940. 79950.52+00 950.52+00 108 L F 4 2" R C P @ 4.8 8 37 LF 42" RCP @ 1. 50%OCS 51RIM= 945. 15INV= 938. 00 ( 42") NEINV= 938. 00 ( 42") SWWEIR= 944. 2510" X8" ORIFICE= 943. 00END SECTIONS SHOWN NOT TO SCALE INV. 932.75 INV. 937.44 884444OCS 2 RIM=945.00 INV(E)=936. 50 WEIR= 943. 00 ORIFICE(9"Wx6" H)= 942.00 INV( W)=934.0 FES 3 INV= 936. 00 48 LF- 30" RCP @ 1. 00% FES 1 W/ RIPRAP INV=925.00 116 LF-30" RCP @ 7.76% WEIR OVERFLOW 10'INV= 946.00 88920 925 930 935 940 945 950 955 960 920 925 930 935 940 945 950 955 960 931. 3- 0+ 50 925.08925.10+00 939.06939.1946.50946.11+ 00 940.06953.42+ 00OCS 2RIM= 945. 00INV= 936. 50 (30") EINV= 934.00 ( 30") NWWEIR=943. 09"WX6"H ORIFICE=942. 00END SECTIONS SHOWN NOT TO SCALE INV. 925. 00 INV. 936. 00 48 LF 30" RCP @ 1.04%116 LF 30" R C P @ 7. 79 A)910 920 930 940 950 960 970 910 920 930 940 950 960 970 50 40 30 20 10 944. 3 951. 0710 20 30 40 50 SEWER ESMT 1:1 SLOPE PIPE TRENCH SEWER ESMT INV 930.65 B) 910 920 930 940 950 960 970 910 920 930 940 950 960 970 50 40 30 20 10 950.7 952. 4010 20 30 40 50 1:1 SLOPE PIPE TRENCH SEWER ESMT SEWER ESMT 72" SOLID CMP REUSE TANK INV 943.50 INV 938.50 34.0'FUELING STATION C) 910 920 930 940 950 960 970 910 920 930 940 950 960 970 50 40 30 20 10 949.5 952.6110 20 30 40 50 1:1 SLOPE PIPE TRENCH SEWER ESMT SEWER ESMT INV 941.00 D)920 930 940 950 960 970 980 920 930 940 950 960 970 980 50 40 30 20 10 950.6 957.7610 20 30 40 50 1:1 SLOPE PIPE TRENCH SEWER ESMT SEWER ESMT INV 943.50 N SCALE IN FEET 0 50 100 NORTH KEY PLAN DRAWING NUMBER DRAWING TITLE CLIENT 4201 cedar avenue so. - minneapolis, MN 55407 tel. ( 612) 904- 1332 - fax ( 612) 904-7366 NOT F O R C O N S T R U C TI O N PROJECT NUMBER 21602.0A REVISION DATE DESCRIPTION BY 1891 Arboretum Boulevard Chanhassen, MN 55317 Xcel Energy Service Center Chanhassen Title: Zachary B. Moen - PE Registration Number: 58688 Date: XX/XX/ XXXX By:Title: Professional Engineer I hereby certify that this drawing was prepared by me or under my direct supervision and that I am a duly licensed Professional Engineer under the laws of the State of Minnesota. LOUCKS PROJECT NO. 21602 10/ 25/ 2022 WATERSHED SUBMITTAL 11/ 16/2022 TEP SUBMITTAL 11/ 16/2022 SCHEMATIC DESIGN PACKAGE 12/ 05/ 2022 SD PACKAGE ADDENDUM 01/ 12/2023 CITY SUBMISSION C4.5 STORM MAIN & POND OUTLET PROFILES NOTE:EXISTING CONDITIONS INFORMATION SHOWN IS FROM AN ALTA/NSPS LAND TITLE SURVEY PREPARED BY LOUCKS,DATED 03/24/2022.PARKING STALL COUNT ACCESSIBLE PARKING STALL 2 LEGEND CATCH BASIN STORM SEWER SANITARY SEWER WATERMAIN STORM MANHOLE SANITARY MANHOLE HYDRANT GATE VALVE SPOT ELEVATION SIGN LIGHT POLE POWER POLE WATER MANHOLE / WELL CONTOUR CONCRETE CURB UNDERGROUND ELECTRIC CONCRETE TELEPHONE PEDESTAL UNDERGROUND TELEPHONE UNDERGROUND GAS OVERHEAD UTILITY CHAIN LINK FENCE BUILDING RETAINING WALL NO PARKING UNDERGROUND FIBER OPTIC SANITARY SEWER SERVICE WATER SERVICE ELECTRIC METER GAS METER TREE LINE EXISTING PROPOSED 972 DRAINTILE FORCEMAIN 373PARKING SETBACK LINE BUILDING SETBACK LINE 2 FENCE FLARED END SECTION POST INDICATOR VALVE BENCHMARK SOIL BORING 3DIRECTION OF FLOW 1.0%972.5 Gopher State One Call WARNING:THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND / OR RELOCATION OF LINES.THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER.SANITARY SEWER & WATERMAIN NOTES 1.ALL SANITARY SEWER AND WATERMAIN UTILITIES SHALL BE FURNISHED AND INSTALLED PER THE REQUIREMENTS OF THE SPECIFICATIONS,THE MINNESOTA PLUMBING CODE, THE LOCAL GOVERNING UNIT, AND THE STANDARD UTILITIES SPECIFICATION OF THE CITY ENGINEERS ASSOCIATION OF MINNESOTA (CEAM), CURRENT EDITION.2.ALL UTILITY PIPE BEDDING SHALL BE COMPACTED SAND OR FINE GRANULAR MATERIAL. ALL COMPACTION SHALL BE PERFORMED PER THE REQUIREMENTS OF THE CEAM SPECIFICATION AND THE GEOTECHNICAL REPORT.3.ALL CONNECTIONS TO EXISTING UTILITIES SHALL BE PERFORMED PER THE REQUIREMENTS OF THE STATE AND LOCAL JURISDICTIONS. THE CITY DEPARTMENT OF ENGINEERING AND BUILDING INSPECTIONS DEPARTMENT AND THE CONSTRUCTION ENGINEER MUST BE NOTIFIED AT LEAST 48 HOURS PRIOR TO ANY WORK WITHIN THE PUBLIC RIGHT OF WAY, OR WORK IMPACTING PUBLIC UTILITIES.4.ALL SITE UTILITY SERVICES SHALL TERMINATE 5' FROM THE EXTERIOR BUILDING WALL UNLESS OTHERWISE NOTED. THE SITE UTILITY CONTRACTOR SHALL COORDINATE WITH THE GENERAL CONTRACTOR, MECHANICAL CONTRACTOR AND MECHANICAL ENGINEER TO DETERMINE THE RESPONSIBILITY OF BRINGING THE SERVICE(S) INTO THE BUILDING, INSPECTIONS AND TESTING PER APPLICABLE GOVERNING AGENCIES.5.ALL NEW WATERMAIN AND SERVICES MUST HAVE A MINIMUM OF 7.5 FEET OF COVER. EXTRA DEPTH MAY BE REQUIRED TO MAINTAIN A MINIMUM 18" VERTICAL SEPARATION TO SANITARY OR STORM SEWER LINES. THE CONTRACTOR SHALL FIELD ADJUST WATERMAIN TO AVOID CONFLICTS WITH SANITARY SEWER, STORM SEWER, AND SERVICES AS REQUIRED. INSULATION OF WATERMAIN AND SANITARY SEWER LINES SHALL BE PROVIDED WHERE 7.5 FEET MINIMUM DEPTH CAN NOT BE ATTAINED.6.PER MINNESOTA DEPARTMENT OF LABOR & INDUSTRY REQUIREMENTS, A MINIMUM OF 18 INCHES OF VERTICAL SEPARATION AND 10 FEET OF HORIZONTAL SEPARATION IS REQUIRED FROM WATERMAIN TO ANY MANHOLE, SEPTIC SYSTEM, CATCH BASIN, SEWER PIPE, OR OTHER SOURCE OF CONTAMINATION, MEASURED FROM THE OUTER EDGE OF THE PIPE TO THE OUTER EDGE OF THE CONTAMINATION SOURCE UNLESS OTHERWISE SHOWN.7.CONTRACTOR TO SUBMIT SHOP DRAWINGS OF SANITARY STRUCTURE(S) AND UNDERGROUND SYSTEM(S) FOR ENGINEER'S REVIEW.8.ALL FIRE HYDRANTS SHALL BE LOCATED 5 FEET BEHIND BACK OF CURB OR EDGE OF PAVEMENT UNLESS OTHERWISE NOTED.9.REFER TO GEOTECHNICAL EVALUATION REPORT AS PREPARED BY BRAUN INTERTEC, FOR AN EXISTING SUBSURFACE SITE CONDITION ANALYSIS AND CONSTRUCTION RECOMMENDATIONS INCLUDING BUT NOT LIMITED TO:A.REUSE OF ON- SITE SOILS B. GROUNDWATER AND RECOMMENDATIONS FOR EXCAVATION DEWATERING.C.SITE GRADING AND SUBGRADE PREPARATION.D.PAVEMENTS AND EXTERIOR SLABS.E.TRENCH EXCAVATION AND BACKFILL.F.EXTERIOR UTILITY SUPPORTS. G.FROST PROTECTION. 10.CONTRACTOR SHALL PROVIDE AS-BUILT INFORMATION OF CONSTRUCTED UTILITIES RECOMMENDED PRIOR TO BACKFILLING) PER APPLICABLE PERMIT REQUIREMENTS AND/OR DEVELOPMENT AGREEMENTS.11.ALL UNUSED UTILITY SERVICES SHALL BE ABANDONED PER THE REQUIREMENTS OF THE APPLICABLE GOVERNING AGENCIES.12.THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL REQUIRED UTILITY PERMITS FROM THE APPLICABLE GOVERNING AGENCIES.STORM SEWER NOTES 1.ALL STORM SEWER SHALL BE FURNISHED AND INSTALLED PER THE REQUIREMENTS OF THE SPECIFICATIONS,THE MINNESOTA PLUMBING CODE, THE LOCAL GOVERNING UNIT, AND THE STANDARD UTILITIES SPECIFICATION OF THE CITY ENGINEERS ASSOCIATION OF MINNESOTA CEAM), CURRENT EDITION.2.ALL UTILITY PIPE BEDDING SHALL BE COMPACTED SAND OR FINE GRANULAR MATERIAL. ALL COMPACTION SHALL BE PERFORMED PER THE REQUIREMENTS OF THE CEAM SPECIFICATION AND THE GEOTECHNICAL REPORT.3.ALL CONNECTIONS TO EXISTING UTILITIES SHALL BE PERFORMED PER THE REQUIREMENTS OF THE STATE AND LOCAL JURISDICTIONS. THE CITY DEPARTMENT OF ENGINEERING AND BUILDING INSPECTIONS DEPARTMENT AND THE CONSTRUCTION ENGINEER MUST BE NOTIFIED AT LEAST 48 HOURS PRIOR TO ANY WORK WITHIN THE PUBLIC RIGHT OF WAY, OR WORK IMPACTING PUBLIC UTILITIES.4.ALL SITE UTILITY SERVICES SHALL TERMINATE 5' FROM THE EXTERIOR BUILDING WALL UNLESS OTHERWISE NOTED. THE SITE UTILITY CONTRACTOR SHALL COORDINATE WITH THE GENERAL CONTRACTOR, MECHANICAL CONTRACTOR AND MECHANICAL ENGINEER TO DETERMINE THE RESPONSIBILITY OF BRINGING THE SERVICE( S) INTO THE BUILDING, INSPECTIONS AND TESTING PER APPLICABLE GOVERNING AGENCIES.5.PER MINNESOTA DEPARTMENT OF LABOR & INDUSTRY REQUIREMENTS, A MINIMUM OF 18 INCHES OF VERTICAL SEPARATION AND 10 FEET OF HORIZONTAL SEPARATION IS REQUIRED FROM WATERMAIN TO ANY MANHOLE, SEPTIC SYSTEM, CATCH BASIN, SEWER PIPE, OR OTHER SOURCE OF CONTAMINATION, MEASURED FROM THE OUTER EDGE OF THE PIPE TO THE OUTER EDGE OF THE CONTAMINATION SOURCE UNLESS OTHERWISE SHOWN.6. ALL STORM SEWER DOWNSPOUT COLLECTION PIPES AND WYES SHALL BE PVC (SCHEDULE 40). 7.CONTRACTOR TO SUBMIT SHOP DRAWINGS OF STORM STRUCTURE(S) AND UNDERGROUND SYSTEM(S) FOR ENGINEER' S REVIEW.8.CONTRACTOR TO VERIFY UNDERLYING SOILS BENEATH ALL STORMWATER FACILITIES, AND PROVIDE DOCUMENTATION TO THE ENGINEER, PRIOR TO CONSTRUCTION OF THE FACILITIES. 9.ALL PORTIONS OF THE STORM SEWER SYSTEM, INCLUDING CATCH BASINS, LOCATED WITHIN 10 FEET OF THE BUILDING OR WATER SERVICE LINE MUST BE TESTED ACCORDANCE WITH MINNESOTA RULES, PART 4714. ALL JOINTS AND CONNECTIONS SHALL BE GASTIGHT OR WATERTIGHT (SEE MINNESOTA RULES, PART4714).10. REFER TO GEOTECHNICAL EVALUATION REPORT AS PREPARED BY BRAUN 3506 5 STC 3 0 R C P 945.1535068 STC 1 2 R C P 944.0 3 40163 UPD.C COMM 952.21 40165 UPD.C 952.10444444444444 888888888888888888888888888888888888888888888888NOPARKINGNO PARKING NO PARKING PROPOSED BUILDING LOWER LEVEL=952.50 LEVEL 1=974.50 PROPOSED BUILDING FFE=952.50 COLD STORAGE BUILDING FFE=952.50 COLD STORAGE BUILDING FFE=952.50 COLD STORAGE BUILDING FFE=952.50 8 88888888884444N SCALE IN FEET 0 50 100 NORTH KEY PLAN DRAWING NUMBER DRAWING TITLE CLIENT 4201 cedar avenue so. - minneapolis, MN 55407 tel. (612) 904-1332 - fax (612) 904-7366 NOT F O R C O N S T R U C TI O N PROJECT NUMBER 21602.0A REVISION DATE DESCRIPTION BY 1891 Arboretum Boulevard Chanhassen, MN 55317 Xcel Energy Service Center Chanhassen Title: Zachary B. Moen - PE Registration Number: 58688 Date: XX/XX/XXXX By: Title: Professional Engineer I hereby certify that this drawing was prepared by me or under my direct supervision and that I am a duly licensed Professional Engineer under the laws of the State of Minnesota. LOUCKS PROJECT NO. 21602 10/25/2022 WATERSHED SUBMITTAL 11/16/2022 TEP SUBMITTAL 11/16/2022 SCHEMATIC DESIGN PACKAGE 12/05/2022 SD PACKAGE ADDENDUM 01/12/2023 CITY SUBMISSION C4.6 FOUNDATION DRAINTILE OVERALL NOTE: EXISTING CONDITIONS INFORMATION SHOWN IS FROM AN ALTA/NSPS LAND TITLE SURVEY PREPARED BY LOUCKS, DATED 03/24/2022. PARKING STALL COUNT ACCESSIBLE PARKING STALL 2 LEGEND CATCH BASIN STORM SEWER SANITARY SEWER WATERMAIN STORM MANHOLE SANITARY MANHOLE HYDRANT GATE VALVE SPOT ELEVATION SIGN LIGHT POLE POWER POLE WATER MANHOLE / WELL CONTOUR CONCRETE CURB UNDERGROUND ELECTRIC CONCRETE TELEPHONE PEDESTAL UNDERGROUND TELEPHONE UNDERGROUND GAS OVERHEAD UTILITY CHAIN LINK FENCE BUILDING RETAINING WALL NO PARKING UNDERGROUND FIBER OPTIC SANITARY SEWER SERVICE WATER SERVICE ELECTRIC METER GAS METER TREE LINE EXISTING PROPOSED 972 DRAINTILE FORCEMAIN 373PARKING SETBACK LINE BUILDING SETBACK LINE 2 FENCE FLARED END SECTION POST INDICATOR VALVE BENCHMARK SOIL BORING 3DIRECTION OF FLOW 1.0% 972.5 Gopher State One Call WARNING: THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND / OR RELOCATION OF LINES. THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. STORM SEWER NOTES 1.ALL STORM SEWER SHALL BE FURNISHED AND INSTALLED PER THE REQUIREMENTS OF THE SPECIFICATIONS,THE MINNESOTA PLUMBING CODE, THE LOCAL GOVERNING UNIT, AND THE STANDARD UTILITIES SPECIFICATION OF THE CITY ENGINEERS ASSOCIATION OF MINNESOTA CEAM), CURRENT EDITION. 2.ALL UTILITY PIPE BEDDING SHALL BE COMPACTED SAND OR FINE GRANULAR MATERIAL. ALL COMPACTION SHALL BE PERFORMED PER THE REQUIREMENTS OF THE CEAM SPECIFICATION AND THE GEOTECHNICAL REPORT. 3.ALL CONNECTIONS TO EXISTING UTILITIES SHALL BE PERFORMED PER THE REQUIREMENTS OF THE STATE AND LOCAL JURISDICTIONS. THE CITY DEPARTMENT OF ENGINEERING AND BUILDING INSPECTIONS DEPARTMENT AND THE CONSTRUCTION ENGINEER MUST BE NOTIFIED AT LEAST 48 HOURS PRIOR TO ANY WORK WITHIN THE PUBLIC RIGHT OF WAY, OR WORK IMPACTING PUBLIC UTILITIES. 4.ALL SITE UTILITY SERVICES SHALL TERMINATE 5' FROM THE EXTERIOR BUILDING WALL UNLESS OTHERWISE NOTED. THE SITE UTILITY CONTRACTOR SHALL COORDINATE WITH THE GENERAL CONTRACTOR, MECHANICAL CONTRACTOR AND MECHANICAL ENGINEER TO DETERMINE THE RESPONSIBILITY OF BRINGING THE SERVICE(S) INTO THE BUILDING, INSPECTIONS AND TESTING PER APPLICABLE GOVERNING AGENCIES. 5.PER MINNESOTA DEPARTMENT OF LABOR & INDUSTRY REQUIREMENTS, A MINIMUM OF 18 INCHES OF VERTICAL SEPARATION AND 10 FEET OF HORIZONTAL SEPARATION IS REQUIRED FROM WATERMAIN TO ANY MANHOLE, SEPTIC SYSTEM, CATCH BASIN, SEWER PIPE, OR OTHER SOURCE OF CONTAMINATION, MEASURED FROM THE OUTER EDGE OF THE PIPE TO THE OUTER EDGE OF THE CONTAMINATION SOURCE UNLESS OTHERWISE SHOWN. 6.ALL STORM SEWER DOWNSPOUT COLLECTION PIPES AND WYES SHALL BE PVC (SCHEDULE 40). 7.CONTRACTOR TO SUBMIT SHOP DRAWINGS OF STORM STRUCTURE(S) AND UNDERGROUND SYSTEM(S) FOR ENGINEER'S REVIEW. 8.CONTRACTOR TO VERIFY UNDERLYING SOILS BENEATH ALL STORMWATER FACILITIES, AND PROVIDE DOCUMENTATION TO THE ENGINEER, PRIOR TO CONSTRUCTION OF THE FACILITIES. 9.ALL PORTIONS OF THE STORM SEWER SYSTEM, INCLUDING CATCH BASINS, LOCATED WITHIN 10 FEET OF THE BUILDING OR WATER SERVICE LINE MUST BE TESTED ACCORDANCE WITH MINNESOTA RULES, PART 4714. ALL JOINTS AND CONNECTIONS SHALL BE GASTIGHT OR WATERTIGHT (SEE MINNESOTA RULES, PART 4714). 10.REFER TO GEOTECHNICAL EVALUATION REPORT AS PREPARED BY BRAUN INTERTEC, FOR AN EXISTING SUBSURFACE SITE CONDITION ANALYSIS AND CONSTRUCTION RECOMMENDATIONS INCLUDING BUT NOT LIMITED TO: A.REUSE OF ON-SITE SOILS B.GROUNDWATER AND RECOMMENDATIONS FOR EXCAVATION DEWATERING. C.SITE GRADING AND SUBGRADE PREPARATION. D.PAVEMENTS AND EXTERIOR SLABS. E.TRENCH EXCAVATION AND BACKFILL. F.EXTERIOR UTILITY SUPPORTS. G.FROST PROTECTION. 11.CONTRACTOR SHALL PROVIDE AS-BUILT INFORMATION OF CONSTRUCTED STORMWATER MANAGEMENT SYSTEMS & ASSOCIATED INFRASTRUCTURE (RECOMMENDED PRIOR TO BACKFILLING) PER APPLICABLE PERMIT REQUIREMENTS AND/OR DEVELOPMENT AGREEMENTS. 12.ALL UNUSED UTILITY SERVICES SHALL BE ABANDONED PER THE REQUIREMENTS OF THE APPLICABLE GOVERNING AGENCIES. 13.THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL REQUIRED UTILITY PERMITS FROM THE APPLICABLE GOVERNING AGENCIES. NOTES: CAST IRON CASTING REQUIRED. SEE SPECIFICATIONS. END OF LINE CLEANOUT IN LINE CLEANOUT PVC LONG SWEEP BEND SCH. 80 VARIES VARIES ONE PIECE 8" PVC SCH. 80 CLEANOUT RISER DRAINTILE CLEAN-OUT STRUCTURE DRAWN 2/2016 LOUCKS PLATE NO. 4315LOUCKS PVC WYE SCH. 80 DRAWN 3/2018 LOUCKS PLATE NO. EXTERIOR FOUNDATION DRAINTILE DETAIL NOT TO SCALE NOTE 1.SEE MECHANICAL PLANS FOR FOUNDATION DRAINTILE ON INTERIOR OF BUILDING. 2.COORDINATE W/ WALL SUPPLIER FOR SLEEVES THROUGH SITE WALLS. 3.NON-WOVEN GEOTECHNICAL FABRIC SHALL BE PLACED AROUND THE ENTIRE DRAINAGE AGGREGATE FIELD. FULLY ADHERE SEAMS AND CINCH WITH A STAINLESS STEEL RING CLAMP AT CLEANOUT LOCATIONS. PIPE DETAIL 160° 90° 1 4" DIA. HOLE TYPICAL TRENCH DETAIL 2" MIN. 5" MIN. 6" MIN. FINISHED FLOOR ELEVATION APPROVED FREE DRAINING BACKFILL MATERIAL SEE SPECS) COARSE FILTER AGGREGATE MNDOT 3149.2H THE AGGREGATE SHALL BE ROUND RIVER ROCK, WASHED AND FREE OF FINE PARTICLES NON-WOVEN GEOTEXTILE FABRIC AROUND DRAINAGE ROCK - MNDOT 3733, TYPE 1 FOUNDATION SEE STRUCTURAL) 6" PERFORATED SCHEDULE 80 PVC PIPE 5" FROM EDGE OF DRAINTILE TO FACE OF FOUNDATION WALL TO ALLOW FOR PLACEMENT OF INSULATION APPROVED FREE DRAINING BACKFILL MATERIAL SEE SPECS) DRAWN 3/2018 LOUCKS PLATE NO.EXTERIOR FOUNDATION DRAINTILE DETAIL DROPPED FOOTING LOCATIONS NOT TO SCALE 2" MIN. 5" MIN. 6" MIN. FINISHED FLOOR ELEVATION APPROVED FREE DRAINING BACKFILL MATERIAL SEE SPECS) COARSE FILTER AGGREGATE MNDOT 3149.2H THE AGGREGATE SHALL BE ROUND RIVER ROCK, WASHED AND FREE OF FINE PARTICLES NON-WOVEN GEOTEXTILE FABRIC AROUND DRAINAGE ROCK - MNDOT 3733, TYPE 1 FOUNDATION SEE STRUCTURAL) 6" PERFORATED SCHEDULE 80 PVC PIPE 5" FROM EDGE OF DRAINTILE TO FACE OF FOUNDATION WALL TO ALLOW FOR PLACEMENT OF INSULATION INV=949.00 NOTE 1.SEE MECHANICAL DRAWINGS FOR FOUNDATION DRAINTILE ON INTERIOR OF BUILDING. 2.NON-WOVEN GEOTECHNICAL FABRIC SHALL BE PLACED AROUND THE ENTIRE DRAINAGE AGGREGATE FIELD. FULLY ADHERE SEAMS AND CINCH WITH A STAINLESS STEEL RING CLAMP AT CLEANOUT LOCATIONS. PIPE DETAIL 160° 90° 1 4" DIA. HOLE TYPICAL TRENCH DETAIL APPROVED FREE DRAINING BACKFILL MATERIAL SEE SPECS) 708954 3506 5 STC 3 0 R C P 945.1 5 3506 8 STC 1 2 R C P 944.0 3 4444444448888888888888888888888888888888888888888888888888888 NOPARKINGNO PARKING NO PARKING PROPOSED BUILDING LOWER LEVEL=952.50 LEVEL 1=974.50 COLD STORAGE BUILDING FFE=952.50 8 8 888888888CONNECT TO CBMH 61 @ INV=946.75 2)-8" CLEANOUT W/ CAST IRON FRAME & COVER RIM=957.95± INV=949.00± TYP-SEE DETAIL 8" CLEANOUT W/ CAST IRON FRAME & COVER RIM=960.95± INV=949.00± TYP-SEE DETAIL 8" CLEANOUT W/ CAST IRON FRAME & COVER RIM=952.70± INV=949.00± TYP-SEE DETAIL 275 LF-6" PVC DRAINTILE INV=949.00± DT INV=949.00± 111 LF-6" SOLID PVC @ 2.0% 670 LF-6" PVC DRAINTILE INV=949.00± 775 LF-6" PVC DRAINTILE INV=949.00± 8" CLEANOUT W/ CAST IRON FRAME & COVER RIM=952.45± INV=949.00± TYP-SEE DETAIL 8" CLEANOUT W/ CAST IRON FRAME & COVER RIM=952.45± INV=949.00± TYP-SEE DETAIL 8" CLEANOUT W/ CAST IRON FRAME & COVER RIM=952.45± INV=949.00± TYP-SEE DETAIL 8" CLEANOUT W/ CAST IRON FRAME & COVER RIM=952.45± INV=949.00± TYP-SEE DETAIL 8" CLEANOUT W/ CAST IRON FRAME & COVER RIM=952.45± INV=949.00± TYP-SEE DETAIL 8" CLEANOUT W/ CAST IRON FRAME & COVER RIM=952.45± INV=949.00± TYP-SEE DETAIL 8" CLEANOUT W/ CAST IRON FRAME & COVER RIM=974.45± INV=949.00± TYP-SEE DETAIL 8" CLEANOUT W/ CAST IRON FRAME & COVER RIM=974.45± INV=949.00± TYP-SEE DETAIL 8" CLEANOUT W/ CAST IRON FRAME & COVER RIM=964.95± INV=949.00± TYP-SEE DETAIL N SCALE IN FEET 0 30 60 NORTH KEY PLAN DRAWING NUMBER DRAWING TITLE CLIENT 4201 cedar avenue so. - minneapolis, MN 55407 tel. (612) 904-1332 - fax (612) 904-7366 NOT F O R C O N S T R U C TI O N PROJECT NUMBER 21602.0A REVISION DATE DESCRIPTION BY 1891 Arboretum Boulevard Chanhassen, MN 55317 Xcel Energy Service Center Chanhassen Title: Zachary B. Moen - PE Registration Number: 58688 Date: XX/XX/XXXX By: Title: Professional Engineer I hereby certify that this drawing was prepared by me or under my direct supervision and that I am a duly licensed Professional Engineer under the laws of the State of Minnesota. LOUCKS PROJECT NO. 21602 10/25/2022 WATERSHED SUBMITTAL 11/16/2022 TEP SUBMITTAL 11/16/2022 SCHEMATIC DESIGN PACKAGE 12/05/2022 SD PACKAGE ADDENDUM 01/12/2023 CITY SUBMISSION C4.7 FOUNDATION DRAINTILE NORTH NOTE: EXISTING CONDITIONS INFORMATION SHOWN IS FROM AN ALTA/NSPS LAND TITLE SURVEY PREPARED BY LOUCKS, DATED 03/24/2022. PARKING STALL COUNT ACCESSIBLE PARKING STALL 2 LEGEND CATCH BASIN STORM SEWER SANITARY SEWER WATERMAIN STORM MANHOLE SANITARY MANHOLE HYDRANT GATE VALVE SPOT ELEVATION SIGN LIGHT POLE POWER POLE WATER MANHOLE / WELL CONTOUR CONCRETE CURB UNDERGROUND ELECTRIC CONCRETE TELEPHONE PEDESTAL UNDERGROUND TELEPHONE UNDERGROUND GAS OVERHEAD UTILITY CHAIN LINK FENCE BUILDING RETAINING WALL NO PARKING UNDERGROUND FIBER OPTIC SANITARY SEWER SERVICE WATER SERVICE ELECTRIC METER GAS METER TREE LINE EXISTING PROPOSED 972 DRAINTILE FORCEMAIN 373PARKING SETBACK LINE BUILDING SETBACK LINE 2 FENCE FLARED END SECTION POST INDICATOR VALVE BENCHMARK SOIL BORING 3DIRECTION OF FLOW 1.0% 972.5 Gopher State One Call WARNING: THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND / OR RELOCATION OF LINES. THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. STORM SEWER NOTES 1.ALL STORM SEWER SHALL BE FURNISHED AND INSTALLED PER THE REQUIREMENTS OF THE SPECIFICATIONS,THE MINNESOTA PLUMBING CODE, THE LOCAL GOVERNING UNIT, AND THE STANDARD UTILITIES SPECIFICATION OF THE CITY ENGINEERS ASSOCIATION OF MINNESOTA (CEAM), CURRENT EDITION. 2.ALL UTILITY PIPE BEDDING SHALL BE COMPACTED SAND OR FINE GRANULAR MATERIAL. ALL COMPACTION SHALL BE PERFORMED PER THE REQUIREMENTS OF THE CEAM SPECIFICATION AND THE GEOTECHNICAL REPORT. 3.ALL CONNECTIONS TO EXISTING UTILITIES SHALL BE PERFORMED PER THE REQUIREMENTS OF THE STATE AND LOCAL JURISDICTIONS. THE CITY DEPARTMENT OF ENGINEERING AND BUILDING INSPECTIONS DEPARTMENT AND THE CONSTRUCTION ENGINEER MUST BE NOTIFIED AT LEAST 48 HOURS PRIOR TO ANY WORK WITHIN THE PUBLIC RIGHT OF WAY, OR WORK IMPACTING PUBLIC UTILITIES. 4.ALL SITE UTILITY SERVICES SHALL TERMINATE 5' FROM THE EXTERIOR BUILDING WALL UNLESS OTHERWISE NOTED. THE SITE UTILITY CONTRACTOR SHALL COORDINATE WITH THE GENERAL CONTRACTOR, MECHANICAL CONTRACTOR AND MECHANICAL ENGINEER TO DETERMINE THE RESPONSIBILITY OF BRINGING THE SERVICE(S) INTO THE BUILDING, INSPECTIONS AND TESTING PER APPLICABLE GOVERNING AGENCIES. 5.PER MINNESOTA DEPARTMENT OF LABOR & INDUSTRY REQUIREMENTS, A MINIMUM OF 18 INCHES OF VERTICAL SEPARATION AND 10 FEET OF HORIZONTAL SEPARATION IS REQUIRED FROM WATERMAIN TO ANY MANHOLE, SEPTIC SYSTEM, CATCH BASIN, SEWER PIPE, OR OTHER SOURCE OF CONTAMINATION, MEASURED FROM THE OUTER EDGE OF THE PIPE TO THE OUTER EDGE OF THE CONTAMINATION SOURCE UNLESS OTHERWISE SHOWN. 6.ALL STORM SEWER DOWNSPOUT COLLECTION PIPES AND WYES SHALL BE PVC SCHEDULE 40). 7.CONTRACTOR TO SUBMIT SHOP DRAWINGS OF STORM STRUCTURE(S) AND UNDERGROUND SYSTEM(S) FOR ENGINEER'S REVIEW. 8.CONTRACTOR TO VERIFY UNDERLYING SOILS BENEATH ALL STORMWATER FACILITIES, AND PROVIDE DOCUMENTATION TO THE ENGINEER, PRIOR TO CONSTRUCTION OF THE FACILITIES. 9.ALL PORTIONS OF THE STORM SEWER SYSTEM, INCLUDING CATCH BASINS, LOCATED WITHIN 10 FEET OF THE BUILDING OR WATER SERVICE LINE MUST BE TESTED ACCORDANCE WITH MINNESOTA RULES, PART 4714. ALL JOINTS AND CONNECTIONS SHALL BE GASTIGHT OR WATERTIGHT (SEE MINNESOTA RULES, PART 4714). 10.REFER TO GEOTECHNICAL EVALUATION REPORT AS PREPARED BY BRAUN INTERTEC, FOR AN EXISTING SUBSURFACE SITE CONDITION ANALYSIS AND CONSTRUCTION RECOMMENDATIONS INCLUDING BUT NOT LIMITED TO: A.REUSE OF ON-SITE SOILS B.GROUNDWATER AND RECOMMENDATIONS FOR EXCAVATION DEWATERING. C.SITE GRADING AND SUBGRADE PREPARATION. D.PAVEMENTS AND EXTERIOR SLABS. E.TRENCH EXCAVATION AND BACKFILL. F.EXTERIOR UTILITY SUPPORTS. G.FROST PROTECTION. 11.CONTRACTOR SHALL PROVIDE AS-BUILT INFORMATION OF CONSTRUCTED STORMWATER MANAGEMENT SYSTEMS & ASSOCIATED INFRASTRUCTURE RECOMMENDED PRIOR TO BACKFILLING) PER APPLICABLE PERMIT REQUIREMENTS AND/OR DEVELOPMENT AGREEMENTS. 12.ALL UNUSED UTILITY SERVICES SHALL BE ABANDONED PER THE REQUIREMENTS OF THE APPLICABLE GOVERNING AGENCIES. 13.THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL REQUIRED UTILITY PERMITS FROM THE APPLICABLE GOVERNING AGENCIES. NOTES: CAST IRON CASTING REQUIRED. SEE SPECIFICATIONS. END OF LINE CLEANOUT IN LINE CLEANOUT PVC LONG SWEEP BEND SCH. 80 VARIES VARIES ONE PIECE 8" PVC SCH. 80 CLEANOUT RISER DRAINTILE CLEAN-OUT STRUCTURE DRAWN 2/2016 LOUCKS PLATE NO. 4315LOUCKS PVC WYE SCH. 80 DRAWN 3/2018 LOUCKS PLATE NO. EXTERIOR FOUNDATION DRAINTILE DETAIL NOT TO SCALE NOTE 1.SEE MECHANICAL PLANS FOR FOUNDATION DRAINTILE ON INTERIOR OF BUILDING. 2.COORDINATE W/ WALL SUPPLIER FOR SLEEVES THROUGH SITE WALLS. 3.NON-WOVEN GEOTECHNICAL FABRIC SHALL BE PLACED AROUND THE ENTIRE DRAINAGE AGGREGATE FIELD. FULLY ADHERE SEAMS AND CINCH WITH A STAINLESS STEEL RING CLAMP AT CLEANOUT LOCATIONS. PIPE DETAIL 160° 90° 1 4" DIA. HOLE TYPICAL TRENCH DETAIL 2" MIN. 5" MIN. 6" MIN. FINISHED FLOOR ELEVATION APPROVED FREE DRAINING BACKFILL MATERIAL SEE SPECS) COARSE FILTER AGGREGATE MNDOT 3149.2H THE AGGREGATE SHALL BE ROUND RIVER ROCK, WASHED AND FREE OF FINE PARTICLES NON-WOVEN GEOTEXTILE FABRIC AROUND DRAINAGE ROCK - MNDOT 3733, TYPE 1 FOUNDATION SEE STRUCTURAL) 6" PERFORATED SCHEDULE 80 PVC PIPE 5" FROM EDGE OF DRAINTILE TO FACE OF FOUNDATION WALL TO ALLOW FOR PLACEMENT OF INSULATION APPROVED FREE DRAINING BACKFILL MATERIAL SEE SPECS) DRAWN 3/2018 LOUCKS PLATE NO.EXTERIOR FOUNDATION DRAINTILE DETAIL DROPPED FOOTING LOCATIONS NOT TO SCALE 2" MIN. 5" MIN. 6" MIN. FINISHED FLOOR ELEVATION APPROVED FREE DRAINING BACKFILL MATERIAL SEE SPECS) COARSE FILTER AGGREGATE MNDOT 3149.2H THE AGGREGATE SHALL BE ROUND RIVER ROCK, WASHED AND FREE OF FINE PARTICLES NON-WOVEN GEOTEXTILE FABRIC AROUND DRAINAGE ROCK - MNDOT 3733, TYPE 1 FOUNDATION SEE STRUCTURAL) 6" PERFORATED SCHEDULE 80 PVC PIPE 5" FROM EDGE OF DRAINTILE TO FACE OF FOUNDATION WALL TO ALLOW FOR PLACEMENT OF INSULATION INV=949.00 NOTE 1.SEE MECHANICAL DRAWINGS FOR FOUNDATION DRAINTILE ON INTERIOR OF BUILDING. 2.NON-WOVEN GEOTECHNICAL FABRIC SHALL BE PLACED AROUND THE ENTIRE DRAINAGE AGGREGATE FIELD. FULLY ADHERE SEAMS AND CINCH WITH A STAINLESS STEEL RING CLAMP AT CLEANOUT LOCATIONS. PIPE DETAIL 160° 90° 1 4" DIA. HOLE TYPICAL TRENCH DETAIL APPROVED FREE DRAINING BACKFILL MATERIAL SEE SPECS) 709955 40163 UPD.C COMM 952.21 40165 UPD.C 952.1044444444444444488888888888888888888888888888888888888888888888888888888888 PROPOSED BUILDING FFE=952.50 COLD STORAGE BUILDING FFE=952.50 COLD STORAGE BUILDING FFE=952.50 COLD STORAGE BUILDING FFE=952.508888888888444444CONNECTTO CBMH 25 @ INV=946.75 CONNECT TO STMH 31 @ INV=948.30 250 LF-6" PVC DRAINTILE INV=949.00± 320 LF-6" PVC DRAINTILE INV=949.00±(2)-8" CLEANOUT W/ CAST IRON FRAME & COVER RIM=959.95± INV=949.00± TYP-SEE DETAIL 8" CLEANOUT W/ CAST IRON FRAME & COVER RIM=952.95± INV=949.00± TYP-SEE DETAIL 8" CLEANOUT W/ CAST IRON FRAME & COVER RIM=960.95± INV=949.00± TYP-SEE DETAIL 8" CLEANOUT W/ CAST IRON FRAME & COVER RIM=959.45± INV=949.00± TYP-SEE DETAIL 35 LF-6" SOLID PVC @ 2.0% DT INV=949.00± DT INV=949.00± 390 LF-6" PVC DRAINTILE INV=949.00± 390 LF-6" PVC DRAINTILE INV=949.00± 8" CLEANOUT W/ CAST IRON FRAME & COVER RIM=959.45± INV=949.00± TYP-SEE DETAIL 2)-8" CLEANOUT W/ CAST IRON FRAME & COVER RIM=960.95± INV=949.00± TYP-SEEDETAIL8" CLEANOUT W/ CAST IRON FRAME & COVER RIM=952.45± INV=949.00± TYP-SEE DETAIL 12 LF-6" SOLID PVC @ 5.8% 2)-8" CLEANOUT W/ CAST IRON FRAME & COVER RIM=957.95± INV=949.00± TYP-SEE DETAIL 8" CLEANOUT W/ CAST IRON FRAME & COVER RIM=960.95± INV=949.00± TYP-SEE DETAIL 8" CLEANOUT W/ CAST IRON FRAME & COVER RIM=952.45± INV=949.00± TYP-SEE DETAIL 8" CLEANOUT W/ CAST IRON FRAME & COVER RIM=952.70± INV=949.00± TYP-SEE DETAIL DT INV=949.00± 275 LF-6" PVC DRAINTILE INV=949.00± 235 LF-6" PVC DRAINTILE INV=949.00± 58 LF-6" SOLID PVC @ 3.9% CONNECT TO CBMH 92 @ INV=947.03 DT INV=949.00± 8" CLEANOUT W/ CAST IRON FRAME & COVER RIM=952.45± INV=949.00± TYP-SEE DETAIL 8" CLEANOUT W/ CAST IRON FRAME & COVER RIM=952.45± INV=949.00± TYP-SEE DETAIL 8" CLEANOUT W/ CAST IRON FRAME & COVER RIM=952.45± INV=949.00± TYP-SEE DETAIL 2)-8" CLEANOUT W/ CAST IRON FRAME & COVER RIM=952.45± INV=949.00± TYP-SEE DETAIL 310 LF-6" PVC DRAINTILE INV=949.00± 260 LF-6" PVC DRAINTILE INV=949.00± 88 LF-6" SOLID PVC @ 2.2% 8" CLEANOUT W/ CAST IRON FRAME & COVER RIM=952.45± INV=949.00± TYP-SEE DETAIL N SCALE IN FEET 0 30 60 NORTH KEY PLAN DRAWING NUMBER DRAWING TITLE CLIENT 4201 cedar avenue so. - minneapolis, MN 55407 tel. (612) 904-1332 - fax (612) 904-7366 NOT F O R C O N S T R U C TI O N PROJECT NUMBER 21602.0A REVISION DATE DESCRIPTION BY 1891 Arboretum Boulevard Chanhassen, MN 55317 Xcel Energy Service Center Chanhassen Title: Zachary B. Moen - PE Registration Number: 58688 Date: XX/XX/XXXX By: Title: Professional Engineer I hereby certify that this drawing was prepared by me or under my direct supervision and that I am a duly licensed Professional Engineer under the laws of the State of Minnesota. LOUCKS PROJECT NO. 21602 10/25/2022 WATERSHED SUBMITTAL 11/16/2022 TEP SUBMITTAL 11/16/2022 SCHEMATIC DESIGN PACKAGE 12/05/2022 SD PACKAGE ADDENDUM 01/12/2023 CITY SUBMISSION C4.8 FOUNDATION DRAINTILE SOUTH NOTE: EXISTING CONDITIONS INFORMATION SHOWN IS FROM AN ALTA/NSPS LAND TITLE SURVEY PREPARED BY LOUCKS, DATED 03/24/2022. PARKING STALL COUNT ACCESSIBLE PARKING STALL 2 LEGEND CATCH BASIN STORM SEWER SANITARY SEWER WATERMAIN STORM MANHOLE SANITARY MANHOLE HYDRANT GATE VALVE SPOT ELEVATION SIGN LIGHT POLE POWER POLE WATER MANHOLE / WELL CONTOUR CONCRETE CURB UNDERGROUND ELECTRIC CONCRETE TELEPHONE PEDESTAL UNDERGROUND TELEPHONE UNDERGROUND GAS OVERHEAD UTILITY CHAIN LINK FENCE BUILDING RETAINING WALL NO PARKING UNDERGROUND FIBER OPTIC SANITARY SEWER SERVICE WATER SERVICE ELECTRIC METER GAS METER TREE LINE EXISTING PROPOSED 972 DRAINTILE FORCEMAIN 373PARKING SETBACK LINE BUILDING SETBACK LINE 2 FENCE FLARED END SECTION POST INDICATOR VALVE BENCHMARK SOIL BORING 3DIRECTION OF FLOW 1.0% 972.5 Gopher State One Call WARNING: THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND / OR RELOCATION OF LINES. THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. STORM SEWER NOTES 1.ALL STORM SEWER SHALL BE FURNISHED AND INSTALLED PER THE REQUIREMENTS OF THE SPECIFICATIONS,THE MINNESOTA PLUMBING CODE, THE LOCAL GOVERNING UNIT, AND THE STANDARD UTILITIES SPECIFICATION OF THE CITY ENGINEERS ASSOCIATION OF MINNESOTA CEAM), CURRENT EDITION. 2.ALL UTILITY PIPE BEDDING SHALL BE COMPACTED SAND OR FINE GRANULAR MATERIAL. ALL COMPACTION SHALL BE PERFORMED PER THE REQUIREMENTS OF THE CEAM SPECIFICATION AND THE GEOTECHNICAL REPORT. 3.ALL CONNECTIONS TO EXISTING UTILITIES SHALL BE PERFORMED PER THE REQUIREMENTS OF THE STATE AND LOCAL JURISDICTIONS. THE CITY DEPARTMENT OF ENGINEERING AND BUILDING INSPECTIONS DEPARTMENT AND THE CONSTRUCTION ENGINEER MUST BE NOTIFIED AT LEAST 48 HOURS PRIOR TO ANY WORK WITHIN THE PUBLIC RIGHT OF WAY, OR WORK IMPACTING PUBLIC UTILITIES. 4.ALL SITE UTILITY SERVICES SHALL TERMINATE 5' FROM THE EXTERIOR BUILDING WALL UNLESS OTHERWISE NOTED. THE SITE UTILITY CONTRACTOR SHALL COORDINATE WITH THE GENERAL CONTRACTOR, MECHANICAL CONTRACTOR AND MECHANICAL ENGINEER TO DETERMINE THE RESPONSIBILITY OF BRINGING THE SERVICE(S) INTO THE BUILDING, INSPECTIONS AND TESTING PER APPLICABLE GOVERNING AGENCIES. 5.PER MINNESOTA DEPARTMENT OF LABOR & INDUSTRY REQUIREMENTS, A MINIMUM OF 18 INCHES OF VERTICAL SEPARATION AND 10 FEET OF HORIZONTAL SEPARATION IS REQUIRED FROM WATERMAIN TO ANY MANHOLE, SEPTIC SYSTEM, CATCH BASIN, SEWER PIPE, OR OTHER SOURCE OF CONTAMINATION, MEASURED FROM THE OUTER EDGE OF THE PIPE TO THE OUTER EDGE OF THE CONTAMINATION SOURCE UNLESS OTHERWISE SHOWN. 6.ALL STORM SEWER DOWNSPOUT COLLECTION PIPES AND WYES SHALL BE PVC (SCHEDULE 40). 7.CONTRACTOR TO SUBMIT SHOP DRAWINGS OF STORM STRUCTURE(S) AND UNDERGROUND SYSTEM(S) FOR ENGINEER'S REVIEW. 8.CONTRACTOR TO VERIFY UNDERLYING SOILS BENEATH ALL STORMWATER FACILITIES, AND PROVIDE DOCUMENTATION TO THE ENGINEER, PRIOR TO CONSTRUCTION OF THE FACILITIES. 9.ALL PORTIONS OF THE STORM SEWER SYSTEM, INCLUDING CATCH BASINS, LOCATED WITHIN 10 FEET OF THE BUILDING OR WATER SERVICE LINE MUST BE TESTED ACCORDANCE WITH MINNESOTA RULES, PART 4714. ALL JOINTS AND CONNECTIONS SHALL BE GASTIGHT OR WATERTIGHT (SEE MINNESOTA RULES, PART 4714). 10.REFER TO GEOTECHNICAL EVALUATION REPORT AS PREPARED BY BRAUN INTERTEC, FOR AN EXISTING SUBSURFACE SITE CONDITION ANALYSIS AND CONSTRUCTION RECOMMENDATIONS INCLUDING BUT NOT LIMITED TO: A.REUSE OF ON-SITE SOILS B.GROUNDWATER AND RECOMMENDATIONS FOR EXCAVATION DEWATERING. C.SITE GRADING AND SUBGRADE PREPARATION. D.PAVEMENTS AND EXTERIOR SLABS. E.TRENCH EXCAVATION AND BACKFILL. F.EXTERIOR UTILITY SUPPORTS. G.FROST PROTECTION. 11.CONTRACTOR SHALL PROVIDE AS-BUILT INFORMATION OF CONSTRUCTED STORMWATER MANAGEMENT SYSTEMS & ASSOCIATED INFRASTRUCTURE (RECOMMENDED PRIOR TO BACKFILLING) PER APPLICABLE PERMIT REQUIREMENTS AND/OR DEVELOPMENT AGREEMENTS. 12.ALL UNUSED UTILITY SERVICES SHALL BE ABANDONED PER THE REQUIREMENTS OF THE APPLICABLE GOVERNING AGENCIES. 13.THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL REQUIRED UTILITY PERMITS FROM THE APPLICABLE GOVERNING AGENCIES. NOTES: CAST IRON CASTING REQUIRED. SEE SPECIFICATIONS. END OF LINE CLEANOUT IN LINE CLEANOUT PVC LONG SWEEP BEND SCH. 80 VARIES VARIES ONE PIECE 8" PVC SCH. 80 CLEANOUT RISER DRAINTILE CLEAN-OUT STRUCTURE DRAWN 2/2016 LOUCKS PLATE NO. 4315LOUCKS PVC WYE SCH. 80 DRAWN 3/2018 LOUCKS PLATE NO. EXTERIOR FOUNDATION DRAINTILE DETAIL NOT TO SCALE NOTE 1.SEE MECHANICAL PLANS FOR FOUNDATION DRAINTILE ON INTERIOR OF BUILDING. 2.COORDINATE W/ WALL SUPPLIER FOR SLEEVES THROUGH SITE WALLS. 3.NON-WOVEN GEOTECHNICAL FABRIC SHALL BE PLACED AROUND THE ENTIRE DRAINAGE AGGREGATE FIELD. FULLY ADHERE SEAMS AND CINCH WITH A STAINLESS STEEL RING CLAMP AT CLEANOUT LOCATIONS. PIPE DETAIL 160° 90° 1 4" DIA. HOLE TYPICAL TRENCH DETAIL 2" MIN. 5" MIN. 6" MIN. FINISHED FLOOR ELEVATION APPROVED FREE DRAINING BACKFILL MATERIAL SEE SPECS) COARSE FILTER AGGREGATE MNDOT 3149.2H THE AGGREGATE SHALL BE ROUND RIVER ROCK, WASHED AND FREE OF FINE PARTICLES NON-WOVEN GEOTEXTILE FABRIC AROUND DRAINAGE ROCK - MNDOT 3733, TYPE 1 FOUNDATION SEE STRUCTURAL) 6" PERFORATED SCHEDULE 80 PVC PIPE 5" FROM EDGE OF DRAINTILE TO FACE OF FOUNDATION WALL TO ALLOW FOR PLACEMENT OF INSULATION APPROVED FREE DRAINING BACKFILL MATERIAL SEE SPECS) DRAWN 3/2018 LOUCKS PLATE NO.EXTERIOR FOUNDATION DRAINTILE DETAIL DROPPED FOOTING LOCATIONS NOT TO SCALE 2" MIN. 5" MIN. 6" MIN. FINISHED FLOOR ELEVATION APPROVED FREE DRAINING BACKFILL MATERIAL SEE SPECS) COARSE FILTER AGGREGATE MNDOT 3149.2H THE AGGREGATE SHALL BE ROUND RIVER ROCK, WASHED AND FREE OF FINE PARTICLES NON-WOVEN GEOTEXTILE FABRIC AROUND DRAINAGE ROCK - MNDOT 3733, TYPE 1 FOUNDATION SEE STRUCTURAL) 6" PERFORATED SCHEDULE 80 PVC PIPE 5" FROM EDGE OF DRAINTILE TO FACE OF FOUNDATION WALL TO ALLOW FOR PLACEMENT OF INSULATION INV=949.00 NOTE 1.SEE MECHANICAL DRAWINGS FOR FOUNDATION DRAINTILE ON INTERIOR OF BUILDING. 2.NON-WOVEN GEOTECHNICAL FABRIC SHALL BE PLACED AROUND THE ENTIRE DRAINAGE AGGREGATE FIELD. FULLY ADHERE SEAMS AND CINCH WITH A STAINLESS STEEL RING CLAMP AT CLEANOUT LOCATIONS. PIPE DETAIL 160° 90° 1 4" DIA. HOLE TYPICAL TRENCH DETAIL APPROVED FREE DRAINING BACKFILL MATERIAL SEE SPECS) 710956 NORTH KEY PLAN DRAWING NUMBER DRAWING TITLE CLIENT 4201 cedar avenue so. - minneapolis, MN 55407 tel. (612) 904-1332 - fax (612) 904-7366 NOT F O R C O N S T R U C TI O N PROJECT NUMBER 21602.0A REVISION DATE DESCRIPTION BY 1891 Arboretum Boulevard Chanhassen, MN 55317 Xcel Energy Service Center Chanhassen Title: Zachary B. Moen - PE Registration Number: 58688 Date: XX/XX/XXXX By: Title: Professional Engineer I hereby certify that this drawing was prepared by me or under my direct supervision and that I am a duly licensed Professional Engineer under the laws of the State of Minnesota. LOUCKS PROJECT NO. 21602 10/25/2022 WATERSHED SUBMITTAL 11/16/2022 TEP SUBMITTAL 11/16/2022 SCHEMATIC DESIGN PACKAGE 12/05/2022 SD PACKAGE ADDENDUM 01/12/2023 CITY SUBMISSION C8.0 CIVIL DETAILS 711957 NORTH KEY PLAN DRAWING NUMBER DRAWING TITLE CLIENT 4201 cedar avenue so. - minneapolis, MN 55407 tel. (612) 904-1332 - fax (612) 904-7366 NOT F O R C O N S T R U C TI O N PROJECT NUMBER 21602.0A REVISION DATE DESCRIPTION BY 1891 Arboretum Boulevard Chanhassen, MN 55317 Xcel Energy Service Center Chanhassen Title: Zachary B. Moen - PE Registration Number: 58688 Date: XX/XX/XXXX By: Title: Professional Engineer I hereby certify that this drawing was prepared by me or under my direct supervision and that I am a duly licensed Professional Engineer under the laws of the State of Minnesota. LOUCKS PROJECT NO. 21602 10/25/2022 WATERSHED SUBMITTAL 11/16/2022 TEP SUBMITTAL 11/16/2022 SCHEMATIC DESIGN PACKAGE 12/05/2022 SD PACKAGE ADDENDUM 01/12/2023 CITY SUBMISSION C8.1 CIVIL DETAILS 712958 NORTH KEY PLAN DRAWING NUMBER DRAWING TITLE CLIENT 4201 cedar avenue so. - minneapolis, MN 55407 tel. (612) 904-1332 - fax (612) 904-7366 NOT F O R C O N S T R U C TI O N PROJECT NUMBER 21602.0A REVISION DATE DESCRIPTION BY 1891 Arboretum Boulevard Chanhassen, MN 55317 Xcel Energy Service Center Chanhassen Title: Zachary B. Moen - PE Registration Number: 58688 Date: XX/XX/XXXX By: Title: Professional Engineer I hereby certify that this drawing was prepared by me or under my direct supervision and that I am a duly licensed Professional Engineer under the laws of the State of Minnesota. LOUCKS PROJECT NO. 21602 10/25/2022 WATERSHED SUBMITTAL 11/16/2022 TEP SUBMITTAL 11/16/2022 SCHEMATIC DESIGN PACKAGE 12/05/2022 SD PACKAGE ADDENDUM 01/12/2023 CITY SUBMISSION C8.2 CIVIL DETAILS 713959 NORTH KEY PLAN DRAWING NUMBER DRAWING TITLE CLIENT 4201 cedar avenue so. - minneapolis, MN 55407 tel. (612) 904-1332 - fax (612) 904-7366 NOT F O R C O N S T R U C TI O N PROJECT NUMBER 21602.0A REVISION DATE DESCRIPTION BY 1891 Arboretum Boulevard Chanhassen, MN 55317 Xcel Energy Service Center Chanhassen Title: Zachary B. Moen - PE Registration Number: 58688 Date: XX/XX/XXXX By: Title: Professional Engineer I hereby certify that this drawing was prepared by me or under my direct supervision and that I am a duly licensed Professional Engineer under the laws of the State of Minnesota. LOUCKS PROJECT NO. 21602 10/25/2022 WATERSHED SUBMITTAL 11/16/2022 TEP SUBMITTAL 11/16/2022 SCHEMATIC DESIGN PACKAGE 12/05/2022 SD PACKAGE ADDENDUM 01/12/2023 CITY SUBMISSION C8.3 CIVIL DETAILS 12" COMPACTED AGGREGATE BASE CL. 5 MN/DOT 3138 APPROVED SUBGRADE FINISHED GRADE GRAVEL PAVEMENT SECTION DRAWN 6/2020 LOUCKS PLATE NO. LOUCKS TYPICAL ADA PARKING STALL STRIPING DRAWN 03/2017 LOUCKS PLATE NO. 2037LOUCKS LCC 4" WIDE PAINTED LINES, TRAFFIC WHITE 4" WIDE PAINTED LINES, 18" O.C., @ 45 DEG. TRAFFIC WHITE AISLE TO CONTAIN THE DESIGNATION NO PARKING" COMPLYING WITH MSBC 1341.0502 IF ACCESS AISLE SIGNS ARE NOT SHOWN REFER TO SITE PLAN FOR ADA PARKING SIGN LOCATION REFER TO SITE PLAN FOR ACCESS AISLE SIGN LOCATION AISLE TO CONTAIN THE DESIGNATION NO PARKING" COMPLYING WITH MSBC 134.0502 IF ACCESS AISLE SIGNS ARE NOT SHOWN) REFER TO SITE PLAN FOR STALL DIMENSIONS 40"PROVIDE PAINTED INTERNATIONAL SYMBOL OF ACCESSIBILITY AT EACH DESIGNATED HANDICAP PARKING STALL. CENTER SYMBOL IN STALL.HC SIGNAGE PER MINNESOTA RULES 1341. 0502 ALL LINES 4" WIDE 8" DIAMETER NOT TO SCALE 67. 5° 5° 36"SLOPE GUTTER TO MATCH PARKING LOT DRAINAGE 3/4" PER FT. TYP.)TIP GUTTER OUT AS REQ' D PAVEMENT SECTION VARIES MIN. OF 4"3/8 " LIP MINIMUM 1' BEHIND BACKOFCURBAGG. BASE UNDER CURB (IF TOTAL THICKNESS OF SECTION ALLOWS) 7"12" 8"AGG. BASE VARIES 1/2" RAD. 20"DRAWN 1/ 2014 LOUCKS PLATE NO.2012FLAT CURB AND GUTTER ( 12")SPECIFICATION NOTES:1.UPON COMPLETION, CURBING SHOULD BE SPRAYED WITH A MEMBRANE CURING COMPOUND PER MNDOT 3754.2.EXPANSION JOINTS AT MAX. SPACING OF 200'.3.CONSTRUCT IN ACCORDANCE WITH MNDOT 2531. LOUCKS CONCRETE SIDEWALK SECTION 4" CONCRETE WALK MN/DOT 2521 4" GRANULAR MATERIAL MN/DOT 3149 DRAWN 12/ 2016 LOUCKS PLATE NO. 2034 BOLLARD 1/2" CROWN 1" CROWN 3'- 6"3'-0" 6" 24" DIA.2, 500 PSI CONCRETE 6" DIP, CONC.FILLED, PAINT COLOR TO BE SELECTED BY OWNER DRAWN 12/2016 LOUCKS PLATE NO. 2039LOUCKS EV CHARGING SIGN 3#/ FT.3#/ FT.TRAFFIC SIGN SPECIFICATIONS OWNER PROVIDED.CHANNEL POST SPECIFICATIONS STEEL CHANNEL POSTS SHALL WEIGH 3LB. /FT.POSTS SHALL BE OF THE 4-RIB DESIGN, GALVANIZED AND PUNCHED ON 1" CENTERS.3'-0"5'-0"IF INSTALLED IN PAVEMENT, INSTALL V-LOC ANCHOR OR APPROVED EQUAL. DRAWN 5/ 2021 LOUCKS PLATE NO.LOUCKS SIGN TO BE PROVIDED BY OWNER VAN ACCESSIBLE 60" - 66"48" 18" DIA.36"TYPICAL ADA PARKING SIGN / BOLLARD COMBO 12" x18" STANDARD HANDICAP PARKING SIGN WITH SEPARATE 'VAN ACCESSIBLE' PANEL. SYMBOL OF ACCESSIBILITY SHALL BE 4"x4" AND BE WHITE ON A BLUE BACKGROUND. USE HARDWARE PER SIGN SUPPLIER'S RECOMMENDATIONS.HC SIGNAGE PER MINNESOTA RULES 1341.0502 12"x6" STANDARD 'VAN ACCESSIBLE' PANEL.2" DIA. 6' LONG MIN. GALVANIZED SCHEDULE 40 STEEL PIPE. EMBED IN CONCRETE FILLED BOLLARD 6" DIA. SCHEDULE 40 GALVENZIED STEEL PIPE 6' LONG MINIMUM HEAVY DUTY HDPE DOME TOP DECORATIVE SLEEVE ( SEE ARCHITECTURAL FOR COLOR). AVAILABLE FROM BOLLARDSNSLEEVES.COM OR EQUAL.COMPACTED OR UNDISTURBED SUBGRADE. NOTES:1.BOLLARDS TO BE PLACED 12" BEHIND BACK OF CURB OR SIDEWALK (REFER TO SITE PLAN.)2.MAINTAIN PLUMB UNTIL CONCRETE IS SUFFICIENTLY CURED.3. HOLD CONCRETE FOOTING BELOW GRADE OF FINISHED CONCRETE TO CREATE FINAL PAVING PATTERN AS SHOWN ON PLANS.4.SIGN CENTERED AT HEAD OF PARKING SPACE - MAXIMUM OF 96" FROM HEAD OF PARKING SPACE.DRAWN 03/ 2017 LOUCKS PLATE NO.2038ALOUCKS6"18"6" VIOLATORS ARE SUBJECT TO A FINE OF UP TO 200.00 PARKINGRESERVED GRADE AT PARKING SURFACE 2.5" BIT. WEAR COURSE,MN/DOT 2360 SPWEA240E TACK COAT, MN/DOT 2357 2.5" BIT. NON- WEAR COURSE, MN/DOT 2360 SPNWB230E 10" AGG. BASE, CLASS 5 OR 2 MN/DOT 3138 APPROVED SUBGRADE FINISHED GRADE HEAVY DUTY BITUMINOUS PAVEMENT SECTION DRAWN 12/2016 LOUCKS PLATE NO.2032LOUCKS PAVEMENT SECTION BASED ON GEOTECHNICAL REPORT B2207371 BY BRAUN INTERTEC, DATED NOVEMBER 4, 2022 2" BIT. WEAR COURSE,MN/DOT 2360 SPWEA240B TACK COAT, MN/DOT 2357 2" BIT. NON- WEAR COURSE, MN/DOT 2360 SPNWB230B 8" AGG. BASE, CLASS 5 OR 2 MN/DOT 3138 APPROVED SUBGRADE FINISHED GRADE LIGHT DUTY BITUMINOUS PAVEMENT SECTION DRAWN 12/2016 LOUCKS PLATE NO.2031LOUCKS PAVEMENT SECTION BASED ON GEOTECHNICAL REPORT B2207371 BY BRAUN INTERTEC, DATED NOVEMBER 4, 2022 6" COMPACTED AGGREGATE BASE CL. 5 OR 2 MN/DOT 3138 APPROVED SUBGRADE FINISHED GRADE 6" CONCRETE MN/DOT 2301 CONCRETE PAVEMENT SECTION DRAWN 12/ 2016 LOUCKS PLATE NO.2033LOUCKS NOTES:1. CONCRETE SHALL BE REINFORCED WITH ONE OF THE FOLLOWING:1. 1. 6X6 W2.9 X W2.9 EPOXY COATED WELDED WIRE FABRIC AT MIDPOINT OF SLAB 1.2. 3# PCY SYNTHETIC MACRO FIBERS 1.3. OR APPROVED EQUAL 2. CONTRACTION JOINTS SHALL BE SAWED TO A DEPTH OF 1/4 TO 1/3 OF SLAB THICKNESS 3.PROVIDE EXPANSION JOINTS IN ACCORDANCE WITH MNDOT 3702 AND 2301.4.SAW CUTS SHOULD NOT CUT THROUGH THE WELDED WIRE FABRIC OR REINFORCING STEEL AND DOWELS SHOULD BE UTILIZED AT FORMED AND/OR COLD JOINTS. PAVEMENT SECTION BASED ON GEOTECHNICAL REPORT B2207371 BY BRAUN INTERTEC, DATED NOVEMBER 4, 2022 30"30"3" 3 1/2" 8"60" CONCRETE VALLEY GUTTER 6" MIN. AGGREGATE BASE No. 4 REBAR @ 12" O.C. ( TYP)DRAWN 2/ 2016 LOUCKS PLATE NO.2018LOUCKS SLOPE VARIES SEE GRADING PLAN EV CHARGING STATION BASE 48"3" DRAWN 9/2022 LOUCKS PLATE NO.CUSTOMLOUCKS EV CHARGING STATION FURNISHED BY OWNER INSTALLED BY CONTRACTOR ANCHOR BOLTS SHALL BE EMBEDDED INTO CONCRETE BASE PER CHARGING STATION MANUFACTURER'S REQUIREMENTS ELECTRICAL CONDUIT SEE ELECTRICAL 20" DIA. 3,500 PSI CONCRETE 20" VERIFY EXACT SIZE, REINFORCEMENT, AND EMBEDMENT REQUIREMENTS OF CONCRETE BASE WITH EV CHARGING STATION MANUFACTURER 1% TYP SEE GRADING PLAN 1'- 0"1"4 @ 12" O.C. 4 @ 18" O. C.3 NOSING TYP.1'-0" SEE GRADING PLAN1'-0" METAL TUBE RAILING TWO PER SET OF STAIRS EXPANSION JOINT3'-0"CONCRETE STAIRS AND RAILINGS DRAWN 9/2018 LOUCKS PLATE NO.CUSTOMLOUCKS COMPACTED OR UNDISTURBED SUBGRADE 6" MIN. CLASS 5 AGGREGATE GENERAL NOTES: NUMBER OF STAIRS VARIES. SEE SITE & GRADING PLANS FOR ALL ELEVATIONS AND EXACT NUMBER OF STAIRS.ALL REBAR TO BE COVERED BY 2" CONCRETE MIN. CONCRETE SURFACING TO BE MEDIUM BROOM FINISH PERPENDICULAR TO PEDESTRIAN CIRCULATION.CORE DRILL CONCRETE SURFACE TO RECEIVERAILINGS, EPOXY GROUT, AND CONCEAL WITH DECORATIVE PLATES.HANDRAIL TO BE 1-1/2" O.D. BRUSHED ALUMINUM.DRAWN 12/2022 LOUCKS PLATE NO.CUSTOMWETLAND OUTLET SKIMMER STRUCTURE SPECIFICATION NOTES:1.CONTRACTOR TO DETERMINE CAST IN PLACE OR PRECAST. 2.REINFORCEMENT TO BE DETERMINED BY A STRUCTURAL ENGINEER OR THE MANUFACTURER. 3. ACCESS MANHOLE TO BE PROVIDED BY MANUFACTURER. LOUCKS 951. 50 945.20 947. 20 952. 25 ±EX 4'4'4'954.67 2.5'8" 8"42 IN RCP PIPE 42 IN RCP PIPE WETLAND 10.25' 8"14. 67' SKIMMER NORTH KEY PLAN DRAWING NUMBER DRAWING TITLE CLIENT 4201 cedar avenue so. - minneapolis, MN 55407 tel. (612) 904-1332 - fax (612) 904-7366 NOT F O R C O N S T R U C TI O N PROJECT NUMBER 21602.0A REVISION DATE DESCRIPTION BY 1891 Arboretum Boulevard Chanhassen, MN 55317 Xcel Energy Service Center Chanhassen Title: Zachary B. Moen - PE Registration Number: 58688 Date: XX/XX/XXXX By: Title: Professional Engineer I hereby certify that this drawing was prepared by me or under my direct supervision and that I am a duly licensed Professional Engineer under the laws of the State of Minnesota. LOUCKS PROJECT NO. 21602 10/25/2022 WATERSHED SUBMITTAL 11/16/2022 TEP SUBMITTAL 11/16/2022 SCHEMATIC DESIGN PACKAGE 12/05/2022 SD PACKAGE ADDENDUM 01/12/2023 CITY SUBMISSION C8.4 CIVIL DETAILS SHALLOW SEWER INSULATION PIPE 6" MIN. 36" MIN. 54"4"4" 4" 66" FLAT SHEET STYROFOAM INSULATION TYPE SM OR APPROVED EQUAL. OVERLAP INSULATION JOINTS. DRAWN 2/2016 LOUCKS PLATE NO. 4010LOUCKS OR APPROVED EQUAL) OR APPROVED EQUAL) TYPICAL PERFORATED DRAIN TILE DETAIL TRENCH WILL BE LINED WITH FILTER FABRIC 2.0' 1.0'COURSE FILTER AGGREGATE MN/DOT 3149.2H 2" MAX. 2.0' 2.0' 2" MAX. 2.0'1.0'WITH PROTECTIVE WRAP, MEETING MN/DOT PERFORATED PIPE ( PVC OR CORRUGATED PE) MN/DOT 3149. 2J FINE FILTER AGGREGATE ALTERNATIVE SUBDRAIN INSTALLATIONS PERFORATED PIPE ( PVC OR CORRUGATED PE)MEETING MN/DOT 3245 AND 3278SPECS. 3733 SPECFICATION. LOUCKS1'- 4" VARIABLE6"3" 6" VARIES OUTLET FLOW 3'MIN.2"0"- 8" 2"THE PRESERVER SKIMMER & ENERGY DISSIPATOR ( W/ INLET PIPES)OR APPROVED EQUAL CONCRETE ADJUSTING RINGS,MIN. 4" - MAX. 10"NOTE:24"x36" SLAB OPENING FOR NEENAH R-3067 CASTING WITH D.L., D.R. OR TYPE V GRATE.27" SLAB OPENING FOR NEENAH R-3250 & R-1733 CASTING.SUMP CATCH BASIN /MANHOLE MINIMUM SLAB THICKNESS IS 6" FOR 14'DEPTH. INCREASE THICKNESS 1" FOR 4' OF DEPTH GREATER THAN 14'. PRECAST CONCRETE MANHOLE SECTIONS WITH "O"- RING RUBBER GASKETS. SLAB TOP TO BE SET IN A MORTAR BED.6" PRECAST REINFORCED CONCRETE SLAB.STEPS 16" O.C. ON DOWNSTREAM SIDE.EXTRUDED ALUMINUM OR STEEL REINFORCED COPOLYMER PLASTIC.6"DRAWN 2/2016 LOUCKS PLATENO. 4304LOUCKS INLET DRAWN 1/2014 LOUCKS PLATE NO. 2010STANDARD FRENCH DRAIN ROCK MULCH SEE LANDSCAPE PLANS ROCK MULCH SLOPED TO DRAIN) ROCK MULCH SLOPED TO DRAIN)EARTH 6" PERFORATED DRAIN TILE WRAPPED WITH FILTER SOCK AND SLOPED FOR POSITIVE DRAINAGE GEOTEXTILE FABRIC 2 1 EMERGENCYOVERFLOW-CLASS2RIPRAP OVER GEOTEXTILE FABRIC AS SPEC I F I E D 6' MI N. BASIN OVERFLOW TOP OF BERM OVERFLOW ELEVATION AS SPECIFIED PONDING AREA PROTECT SLOPE WITH RIP RAP & FABRIC. AS SPECIFIED DRAWN 2/2016 LOUCKS PLATE NO.3010LOUCKS UNDERGROUND PIPE STORAGE SYSTEM 20 ML PE IMPERMEABLE LINER OVER THE TOP OF PIPE IF REQUIRED) DRAWN 12/2016 LOUCKS PLATE NO. 2002 72"CMP PIPE VARIABLE 1' MIN.)VARIABLE 3' MIN.)NOTE:IF SALTING AGENTS FOR SNOW AND ICE REMOVAL ARE USED ON OR NEAR THE PROJECT, A GEOMEMBRANE BARRIER IS RECOMMENDED WITH THE SYSTEM. THE GEOMEMBRANE LINER IS INTENDED TO HELP PROTECT THE SYSTEM FROM THE POTENTIAL ADVERSE EFFECTS THAT MAY RESULT FROM A CHANCE IN THE SURROUNDING ENVIRONMENT OVER A PERIOD OF TIME. PLEASE REFER TO THE CORRUGATED METAL PIPE DETENTION DESIGN GUIDE FOR ADDITIONAL INFORMATION.SELECT GRANULAR OR BACKFILL MATERIAL SPECIFIED BY MANUFACTURER 6" BASE MATERIAL 6" COVER STORMWATER BASIN DRAWN 12/ 2016 LOUCKS PLATE NO.2002LOUCKS 3:1 M A X NOTES:1.POND TO BE SIZED TO HOLD A 2.5- INCH STORM EVENT OVER THE IMPERVIOUS SURFACE BELOW THE NWL.2.MINIMUM DEPTH OF PERMANENT POOL IS 3 FEET AND MAXIMUM IS 10 FEET.3.FOR BASIN OUTLET, SEE OCS DETAIL.4.FOR OVERFLOW WEIR, SEE BASIN OVERFLOW DETAIL.5.INLET AREAS TO BE STABILIZED TO LIMIT EROSION.6.BASIN OUTLET TO HAVE ENERGY DISSIPATION. 10' MIN. 10:1 MAX NWL 10' MAX.3 1 MA X OUTLET 48" TO 96" 12" MIN.DOGHOUSES SHALL BE GROUTED BOTH ON THE INSIDE AND OUTSIDE OF THE STRUCTURE. PRECAST MANHOLE SECTIONS PROVIDE 14" PLATE WITH LOCKING CLASP & 12" PAD LOCK HOLE. C PIPE SIZE WILL VARY GALVANIZED GRATE SPLIT) 4" X4" OPENINGS OUTLET CONTROL STRUCTURE -WEIR/ ORIFICE INLET PRECAST BASE SLAB INLET ELEVATION A HIGH WATER LEVEL -EMERGENCY OVERFLOW)D 1 4 B 2 41 937.44 OUTLET CONTROL STRUCTURE ELEVATION TABLE 936. 0 938. 0 936.5 938.0 934. 0 945. 15 945.0 OCS NO.A B C D 6" E TOP OF WEIR ELEVATION WEIR TO BE REINFORCED WITH AT LEAST #4 REBAR, 12" ON CENTER.944. 25 943. 0 E ORIFICE OPENING SIZE - F INVERT ELEVATION - G NORMAL WATER ELEVATION 10" Wx8"H 9" Wx6"H F 943. 0 942.0 G WEIR/ ORIFICE E TOP OF WEIR ELEVATION ORIFICE OPENING SIZE - F INVERT ELEVATION - G 72" 72"H H DRAWN 2/ 2016 LOUCKS PLATE NO.4318LOUCKS NOTE: CONTRACTOR TO PROVIDE RETAINING WALL DESIGN/SHOP DRAWINGS SIGNED BY A PROFESSIONAL ENGINEER FOR APPROVAL PRIOR TO CONSTRUCTION.CONTRACTOR TO SUBMIT SHOP DRAWINGS FOR THE STEEL PIPE AND STEEL BRAIDED CABLE WITH ANCHOR SYSTEM EMBEDDED INTO THE SLEEVE IT' FOOTING ANCHOR FOR APPROVAL PRIOR TO CONSTRUCTION.RETAINING WALL INFORMATION: CMU MANUFACTURER: TECHO-BLOC ( OR APPROVED EQUAL) TYPE: SKYSCRAPER COLOR: SHALEGREYPROVIDE CAP TO MATCH DRAWN 2/ 2016 LOUCKS PLATE NO.2047RETAINING WALLLOUCKS GEOGRID AS REQUIRED UNDISTURBED SOIL OR COMPACTED FILL CRUSHED OR COMPACTED ROCK NO CARBONATES) 4" PERFORATED PIPE NO SOCK)12" CLASS 5,COMPACTED TO 95% STANDARD PROCTOR RETAINING WALL MODULAR BLOCK UNIT RETAINING WALL CAP UNIT AN APPROVED EQUAL PRODUCT TO RECON GRAVITY WALL MAY BE USED OLD WORLD TEXTURE -COLOR SELECTION BY OWNER 943. 0 3506 5 STC 3 0 R C P 945.1535068 STC 1 2 R C P 944.0 3 40163 UPD.C COMM 952.21 40165 UPD.C 952.10444444444444 888888888888888888888888888888888888888888888888NOPARKINGNO PARKING NO PARKING PROPOSED BUILDING LOWER LEVEL=952.50 LEVEL 1=974.50 PROPOSED BUILDING FFE=952.50 COLD STORAGE BUILDING FFE=952.50 COLD STORAGE BUILDING FFE=952.50 COLD STORAGE BUILDING FFE=952.50 951 951 952 952 952 953 954 955954955954956957958 960961962961962963 960959961962963955953954956957958960956957958959961962963964960959961962960958959961962963964965961962963964965964960958959961962 963951952955953954 956 9559 5 2 9 5 3 95495495 4 95695 5 953 954 970 971 972 973 974 967 968 969 952953954955960965954956957958959961962963964966967968 960956 957958959 952951952952952952960 965 958 959 961 962 963 964 966 967 968 969 965961962963964966955960956957958959961962970 971 972 973 951952951952952 9519 5 1 95 2 952 96 0965 970 95795 8 9 5 996 1 9 6 2 9639649669679689699 7 1 9 7 2 9 7 3974 965966967968970 975 966967968969 971972973974 976977978979 970975969971972973974976977978 945 950 955 960 965 943944 946 947948949 951952953954 956957958959 961 962 963 964 9 4 0 9 4 5 9419429439 4 4 9 4 6 9359 4 0 9339349 3 6 9 3 7 9 3 8 9 3 9 9 41942 945950943944946947948949951940945941942943944946945942943944946935940933934936937938939941945950942943944946947948949951952945 942 943 94494694594 3944946 8 88940938939941942930935931932933934936937938939 95488888951952955 95 6 95 7 955956957958955955956955 953 954956972973974952 8884444950947948949 951952953 9513506 5 STC 3 0 R C P 945.1535068 STC 1 2 R C P 944.0 3 40163 UPD.C COMM 952.21 40165 UPD.C 952.10 N SCALE IN FEET 0 50 100 NORTH KEY PLAN DRAWING NUMBER DRAWING TITLE CLIENT Title: Nathan W. Ekhoff - LA Registration Number: 58688 Date: XX/XX/XXXX By: Title: Landscape Architect 4201 cedar avenue so. - minneapolis, MN 55407 tel. (612) 904-1332 - fax (612) 904-7366 NOT F O R C O N S T R U C TI O N PROJECT NUMBER 21602.0A REVISION DATE DESCRIPTION BY 1891 Arboretum Boulevard Chanhassen, MN 55317 Xcel Energy Service Center Chanhassen I hereby certify that this drawing was prepared by me or under my direct supervision and that I am a duly licensed Landscape Architect under the laws of the State of Minnesota. LOUCKS PROJECT NO. 21602 10/25/2022 WATERSHED SUBMITTAL 11/16/2022 TEP SUBMITTAL 11/16/2022 SCHEMATIC DESIGN PACKAGE 12/05/2022 SD PACKAGE ADDENDUM 01/12/2023 CITY SUBMISSION NOTE: EXISTING CONDITIONS INFORMATION SHOWN IS FROM AN ALTA/NSPS LAND TITLE SURVEY PREPARED BY LOUCKS, DATED 03/24/2022. Gopher State One Call WARNING: THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND / OR RELOCATION OF LINES. THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. L1.0 TREE PRESERVATION PLAN TREE PRESERVATION CALCULATIONS TOTAL SIGNIFICANT CALIPER INCHES = 3,664 INCHES TOTAL SIGNIFICANT CALIPER INCHES REMOVED = 2,212 INCHES (64%) TOTAL SIGNIFICATN CALIPER INCHES REMAIN =1,449 INCHES (36%) SEE L1.1 TREE INVENTORY SCHEDULE) EXISTING SIGNIFICANT TREES (SEE DEFINITION BELOW) TREE SYMBOL LEGEND AND NOTES: TREE DEFINITIONS SIGNIFICANT TREE - ANY HEALTHY TREE SPECIES MEASURING 12 INCHES OR MORE DBH; OR ANY HEALTHY CONIFEROUS TREE MEASURING 12 FEET IN HEIGHT OR MORE. EXISTING SIGNIFICANT TREE REMOVED (SEE DEFINITION BELOW) 716962 NORTH KEY PLAN DRAWING NUMBER DRAWING TITLE CLIENT Title: Nathan W. Ekhoff - LA Registration Number: 58688 Date: XX/XX/XXXX By: Title: Landscape Architect 4201 cedar avenue so. - minneapolis, MN 55407 tel. (612) 904-1332 - fax (612) 904-7366 NOT F O R C O N S T R U C TI O N PROJECT NUMBER 21602.0A REVISION DATE DESCRIPTION BY 1891 Arboretum Boulevard Chanhassen, MN 55317 Xcel Energy Service Center Chanhassen I hereby certify that this drawing was prepared by me or under my direct supervision and that I am a duly licensed Landscape Architect under the laws of the State of Minnesota. LOUCKS PROJECT NO. 21602 10/25/2022 WATERSHED SUBMITTAL 11/16/2022 TEP SUBMITTAL 11/16/2022 SCHEMATIC DESIGN PACKAGE 12/05/2022 SD PACKAGE ADDENDUM 01/12/2023 CITY SUBMISSION NOTE: EXISTING CONDITIONS INFORMATION SHOWN IS FROM AN ALTA/NSPS LAND TITLE SURVEY PREPARED BY LOUCKS, DATED 03/24/2022. Gopher State One Call WARNING: THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND / OR RELOCATION OF LINES. THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. L1.1 TREE INVENTORY SCHEDULE 1 WI WILLOW 23.5 INCH FAIR SIGNIFICANT X 2 AS GREEN ASH 16.5 INCH GOOD SIGNIFICANT X 3 AS GREEN ASH 19.5 INCH FAIR SIGNIFICANT X 4 AS GREEN ASH 19 INCH FAIR SIGNIFICANT X 5 BA BASSWOOD 41 INCH GOOD SIGNIFICANT X 6 AS GREEN ASH 25 INCH FAIR SIGNIFICANT X 7 BA BASSWOOD 35 INCH GOOD SIGNIFICANT X 8 EL AMERICAN ELM 11 INCH GOOD X 9 AS GREEN ASH 12 INCH FAIR SIGNIFICANT X 10 BO BOXELDER 28 INCH FAIR SIGNIFICANT X 11 BO BOXELDER 11 INCH GOOD X 12 BO BOXELDER 13.5 INCH FAIR SIGNIFICANT X 13 AS GREEN ASH 12 INCH GOOD SIGNIFICANT X 14 BO BOXELDER 11.5 INCH FAIR X 15 AS GREEN ASH 11.5 INCH FAIR X 16 BO BOXELDER 16 INCH FAIR SIGNIFICANT X 17 BO BOXELDER 12.5 INCH FAIR SIGNIFICANT X 18 BO BOXELDER 13.5 INCH FAIR SIGNIFICANT X 19 BO BOXELDER 18.5 INCH FAIR SIGNIFICANT X 20 EL SIBERAN ELM 13 INCH GOOD SIGNIFICANT X 21 EL AMERICAN ELM 30 INCH GOOD SIGNIFICANT X 22 AS GREEN ASH 22.5 INCH FAIR SIGNIFICANT X 23 BO BOXELDER 19.5 INCH GOOD SIGNIFICANT X 24 AS GREEN ASH 14 INCH GOOD SIGNIFICANT X 25 BO BOXELDER 18.5 INCH GOOD SIGNIFICANT X 26 BO BOXELDER 25 INCH GOOD SIGNIFICANT X 27 BO BOXELDER 12 INCH FAIR SIGNIFICANT X 28 BO BOXELDER 11 INCH GOOD X 29 BO BOXELDER 16 INCH GOOD SIGNIFICANT X 30 BO BOXELDER 15.5 INCH GOOD SIGNIFICANT X 31 BO BOXELDER 12 INCH GOOD SIGNIFICANT X 32 BO BOXELDER 12.5 INCH GOOD SIGNIFICANT X 33 BO BOXELDER 50 INCH FAIR SIGNIFICANT X 34 BO BOXELDER 12 INCH GOOD SIGNIFICANT X 35 BO BOXELDER 20 INCH FAIR SIGNIFICANT X 36 AS GREEN ASH 10 INCH GOOD X 37 BO BOXELDER 16 INCH FAIR SIGNIFICANT X 38 BO BOXELDER 12 INCH GOOD SIGNIFICANT X 39 BO BOXELDER 17 INCH FAIR SIGNIFICANT X 40 BO BOXELDER 31 INCH FAIR SIGNIFICANT X 41 BO BOXELDER 27.5 INCH FAIR SIGNIFICANT X 42 BO BOXELDER 11 INCH FAIR X 43 BO BOXELDER 10 INCH GOOD X 44 BO BOXELDER 10 INCH GOOD X 45 AS GREEN ASH 26 INCH POOR SIGNIFICANT X 46 BO BOXELDER 14.5 INCH GOOD SIGNIFICANT X 47 EL AMERICAN ELM 17 INCH GOOD SIGNIFICANT X 48 BO BOXELDER 11.5 INCH GOOD X 49 BO BOXELDER 10.5 INCH GOOD X 50 BO BOXELDER 11 INCH GOOD X 51 BO BOXELDER 11 INCH FAIR X 52 AS GREEN ASH 16.5 INCH FAIR SIGNIFICANT X 53 AS GREEN ASH 21.5 INCH FAIR SIGNIFICANT X 54 BO BOXELDER 12.5 INCH GOOD SIGNIFICANT X 55 BO BOXELDER 10 INCH FAIR X 56 CE RED CEDAR 29 INCH FAIR SIGNIFICANT X 57 BO BOXELDER 12 INCH FAIR SIGNIFICANT X 58 BO BOXELDER 16 INCH FAIR SIGNIFICANT X 59 BO BOXELDER 14.5 INCH GOOD SIGNIFICANT X 60 AS GREEN ASH 11 INCH POOR X 61 BO BOXELDER 10 INCH FAIR X 62 BO BOXELDER 14.5 INCH FAIR SIGNIFICANT X 63 BO BOXELDER 14 INCH GOOD SIGNIFICANT X 64 BO BOXELDER 10 INCH GOOD X 65 BO BOXELDER 14 INCH GOOD SIGNIFICANT X 66 BO BOXELDER 11.5 INCH GOOD X 67 BO BOXELDER 13.5 INCH FAIR SIGNIFICANT X 68 BO BOXELDER 11 INCH FAIR X 69 BO BOXELDER 12 INCH FAIR SIGNIFICANT X 70 BO BOXELDER 12 INCH FAIR SIGNIFICANT X 71 BO BOXELDER 10 INCH FAIR X 72 BO BOXELDER 11.5 INCH FAIR X 73 BO BOXELDER 18 INCH FAIR SIGNIFICANT X 74 BO BOXELDER 17.5 INCH FAIR SIGNIFICANT X 75 EL AMERICAN ELM 30.5 INCH GOOD SIGNIFICANT X 76 BO BOXELDER 11 INCH GOOD X 77 EL AMERICAN ELM 12 INCH FAIR SIGNIFICANT X 78 BO BOXELDER 14 INCH FAIR SIGNIFICANT X 79 EL AMERICAN ELM 18 INCH FAIR SIGNIFICANT X 80 BO BOXELDER 13 INCH GOOD SIGNIFICANT X 81 HB HACKBERRY 12.5 INCH GOOD SIGNIFICANT X 82 BO BOXELDER 15.5 INCH FAIR SIGNIFICANT X 83 BO BOXELDER 13.5 INCH GOOD SIGNIFICANT X 84 BO BOXELDER 15 INCH FAIR SIGNIFICANT X 85 BO BOXELDER 17 INCH POOR SIGNIFICANT X 86 BO BOXELDER 12 INCH FAIR SIGNIFICANT X 87 BO BOXELDER 10 INCH GOOD X 88 WI WILLOW 31 INCH FAIR SIGNIFICANT X 89 WI WILLOW 21.5 INCH GOOD SIGNIFICANT X 90 WI WILLOW 11.5 INCH FAIR X 91 WI WILLOW 24 INCH GOOD SIGNIFICANT X 92 WI WILLOW 29 INCH FAIR SIGNIFICANT X 93 WI WILLOW 11 INCH GOOD X 94 WI WILLOW 74 INCH GOOD SIGNIFICANT X 95 WI WILLOW 11 INCH GOOD X 96 WI WILLOW 11 INCH GOOD X 97 WI WILLOW 19 INCH FAIR SIGNIFICANT X 98 WI WILLOW 18 INCH GOOD SIGNIFICANT X 99 WI WILLOW 11 INCH GOOD X 100 CO COTTONWOOD 14 INCH GOOD SIGNIFICANT X 101 CO COTTONWOOD 15 INCH GOOD SIGNIFICANT X 102 CO COTTONWOOD 10 INCH GOOD X 103 CO COTTONWOOD 15 INCH GOOD SIGNIFICANT X 104 CO COTTONWOOD 10.5 INCH GOOD X 105 CO COTTONWOOD 11.5 INCH GOOD X 106 CO COTTONWOOD 12 INCH GOOD SIGNIFICANT X 107 CO COTTONWOOD 10.5 INCH GOOD X 108 OL OLIVE RUSSIAN 15 INCH FAIR SIGNIFICANT X 109 CO COTTONWOOD 10 INCH GOOD X 110 CO COTTONWOOD 11 INCH GOOD X 111 CO COTTONWOOD 10 INCH GOOD X 112 EL AMERICAN ELM 16 INCH FAIR SIGNIFICANT X 113 WI WILLOW 56 INCH FAIR SIGNIFICANT X 114 CO COTTONWOOD 36 INCH POOR SIGNIFICANT X 115 CO COTTONWOOD 12 INCH GOOD SIGNIFICANT X 116 EL AMERICAN ELM 12.5 INCH GOOD SIGNIFICANT X 117 AS GREEN ASH 11 INCH GOOD X 118 BO BOXELDER 21 INCH FAIR SIGNIFICANT X 119 BO BOXELDER 16 INCH FAIR SIGNIFICANT X 120 BO BOXELDER 30 INCH FAIR SIGNIFICANT X 121 AS GREEN ASH 11 INCH GOOD X 122 BO BOXELDER 11 INCH GOOD X 123 BO BOXELDER 20 INCH FAIR SIGNIFICANT X 124 FR CHERRY BLACK 16 INCH GOOD SIGNIFICANT X 125 AS GREEN ASH 14 INCH GOOD SIGNIFICANT X 126 AS GREEN ASH 10 INCH GOOD X 127 AS GREEN ASH 10 INCH GOOD X 128 BO BOXELDER 13.5 INCH FAIR SIGNIFICANT X 129 BO BOXELDER 11 INCH FAIR X 130 BO BOXELDER 12 INCH FAIR SIGNIFICANT X 131 AS GREEN ASH 10.5 INCH GOOD X 132 BO BOXELDER 18.5 INCH FAIR SIGNIFICANT X 133 BO BOXELDER 17 INCH FAIR SIGNIFICANT X 134 BO BOXELDER 17 INCH FAIR SIGNIFICANT X 135 AS GREEN ASH 10.5 INCH GOOD X 136 BO BOXELDER 10 INCH FAIR X 137 BO BOXELDER 13.5 INCH GOOD SIGNIFICANT X 138 BO BOXELDER 11 INCH GOOD X 139 BO BOXELDER 10.5 INCH GOOD X 140 BO BOXELDER 11 INCH GOOD X 141 BO BOXELDER 27 INCH GOOD SIGNIFICANT X 142 BO BOXELDER 18 INCH GOOD SIGNIFICANT X 143 BO BOXELDER 20 INCH FAIR SIGNIFICANT X 144 BO BOXELDER 11.5 INCH GOOD X 145 BO GREEN ASH 11.5 INCH GOOD X 146 BO GREEN ASH 11 INCH GOOD X 147 BO GREEN ASH 10.5 INCH GOOD X 148 BO GREEN ASH 10.5 INCH GOOD X 149 AS GREEN ASH 11 INCH GOOD X 150 BO BOXELDER 28 INCH FAIR SIGNIFICANT X 151 BO BOXELDER 27 INCH FAIR SIGNIFICANT X 152 WI WILLOW 20 INCH GOOD SIGNIFICANT X 153 WI WILLOW 47 INCH FAIR SIGNIFICANT X 154 BO BOXELDER 11.5 INCH FAIR X 155 BO BOXELDER 17 INCH FAIR SIGNIFICANT X 156 BO BOXELDER 19 INCH FAIR SIGNIFICANT X 157 BO BOXELDER 10.5 INCH FAIR X 158 OA BICOLOR OAK 12 INCH GOOD SIGNIFICANT X 159 BO BOXELDER 18 INCH FAIR SIGNIFICANT X 160 BO BOXELDER 20 INCH FAIR SIGNIFICANT X 161 BO BOXELDER 10 INCH GOOD X 162 BO BOXELDER 13 INCH FAIR SIGNIFICANT X 163 OA BICOLOR OAK 12 INCH GOOD SIGNIFICANT X 164 OA BICOLOR OAK 10 INCH GOOD X 165 MA SUGAR MAPLE 11 INCH POOR X 166 AS GREEN ASH 11 INCH GOOD X 167 AS GREEN ASH 13 INCH GOOD SIGNIFICANT X 168 AS GREEN ASH 11.5 INCH GOOD X 169 MA SUGAR MAPLE 13.5 INCH GOOD SIGNIFICANT X 170 BO BOXELDER 10.5 INCH GOOD X 171 BO BOXELDER 21.5 INCH FAIR SIGNIFICANT X 172 BO BOXELDER 14 INCH FAIR SIGNIFICANT X 173 BO BOXELDER 22 INCH GOOD SIGNIFICANT X 174 BO BOXELDER 13 INCH GOOD SIGNIFICANT X 175 BO BOXELDER 23 INCH FAIR SIGNIFICANT X 176 BO BOXELDER 12 INCH GOOD X 177 BO BOXELDER 14 INCH GOOD SIGNIFICANT X 178 BO BOXELDER 14 INCH FAIR SIGNIFICANT X 179 BO BOXELDER 10 INCH FAIR X 180 BO BOXELDER 11 INCH GOOD X 181 BO BOXELDER 10 INCH POOR X 182 BO BOXELDER 19 INCH FAIR SIGNIFICANT X 183 BO BOXELDER 18 INCH GOOD SIGNIFICANT X 184 BO BOXELDER 10 INCH GOOD X 185 BO BOXELDER 12 INCH GOOD SIGNIFICANT X 186 BO BOXELDER 14.5 INCH GOOD SIGNIFICANT X 187 EL AMERICAN ELM 14.5 INCH GOOD SIGNIFICANT X 188 AS GREEN ASH 13.5 INCH GOOD SIGNIFICANT X 189 BO BOXELDER 11 INCH GOOD X 190 BO BOXELDER 25 INCH FAIR SIGNIFICANT X 191 BO BOXELDER 10.5 INCH FAIR X 192 BA BASSWOOD 11 INCH GOOD X 193 OA BUR OAK 29 INCH GOOD SIGNIFICANT X 194 BO BOXELDER 10.5 INCH FAIR X 195 BO BOXELDER 27 INCH FAIR SIGNIFICANT X 196 BO BOXELDER 12.5 INCH GOOD SIGNIFICANT X 197 BO BOXELDER 35 INCH FAIR SIGNIFICANT X 198 BO BOXELDER 11 INCH FAIR X 199 BA BASSWOOD 34 INCH FAIR SIGNIFICANT X 200 BA BASSWOOD 12.5 INCH GOOD SIGNIFICANT X 201 BA BASSWOOD 18 INCH FAIR SIGNIFICANT X 202 BO BOXELDER 30 INCH FAIR SIGNIFICANT X 203 BO BOXELDER 14.5 INCH FAIR SIGNIFICANT X 204 BO BOXELDER 24 INCH FAIR SIGNIFICANT X 205 MA SUGAR MAPLE 21 INCH GOOD SIGNIFICANT X 206 BO BOXELDER 11.5 INCH GOOD X 207 BO BOXELDER 24 INCH FAIR SIGNIFICANT X 208 BO BOXELDER 11.5 INCH FAIR X 209 OA RED OAK 12.5 INCH GOOD SIGNIFICANT X 210 MA SUGAR MAPLE 13 INCH GOOD SIGNIFICANT X 211 OA RED OAK 15 INCH GOOD SIGNIFICANT X 212 BO BOXELDER 10.5 INCH FAIR X 213 BO BOXELDER 15.5 INCH FAIR SIGNIFICANT X 214 BO BOXELDER 12 INCH GOOD SIGNIFICANT X 215 WI WILLOW 22 INCH FAIR SIGNIFICANT X 216 WI WILLOW 10 INCH GOOD X 217 WI WILLOW 10.5 INCH GOOD X 218 WI WILLOW 11 INCH GOOD X 219 BO BOXELDER 16 INCH FAIR SIGNIFICANT X 220 BO BOXELDER 34 INCH FAIR SIGNIFICANT X 221 BO BOXELDER 19 INCH FAIR SIGNIFICANT X 222 BO BOXELDER 27.5 INCH FAIR SIGNIFICANT X 224 BO BOXELDER 13 INCH GOOD SIGNIFICANT X 225 MA SUGAR MAPLE 17.5 INCH GOOD SIGNIFICANT X 226 OA RED OAK 23 INCH GOOD SIGNIFICANT X 227 BA BASSWOOD 18 INCH FAIR SIGNIFICANT X 228 BA BASSWOOD 11 INCH FAIR X 229 BA BASSWOOD 20 INCH GOOD SIGNIFICANT X 230 BA BASSWOOD 16.5 INCH FAIR SIGNIFICANT X 231 BA BASSWOOD 13 INCH FAIR SIGNIFICANT X 232 OA BUR OAK 45 INCH GOOD SIGNIFICANT X 233 OA BUR OAK 32 INCH POOR SIGNIFICANT X 234 BA BASSWOOD 50 INCH GOOD SIGNIFICANT X 235 OA BUR OAK 33 INCH GOOD SIGNIFICANT X 236 EL AMERICAN ELM 11 INCH GOOD X 237 BO BOXELDER 12 INCH GOOD SIGNIFICANT X 238 BO BOXELDER 15 INCH GOOD SIGNIFICANT X 239 BO BOXELDER 31 INCH FAIR SIGNIFICANT X 240 BO BOXELDER 20 INCH FAIR SIGNIFICANT X 241 BO BOXELDER 15 INCH FAIR SIGNIFICANT X 242 AS GREEN ASH 16.5 INCH GOOD SIGNIFICANT X 243 BO BOXELDER 11 INCH GOOD X 244 BO BOXELDER 10 INCH FAIR X 245 BO BOXELDER 13 INCH GOOD SIGNIFICANT X 246 BO BOXELDER 11 INCH GOOD X 247 BO BOXELDER 12 INCH GOOD SIGNIFICANT X 248 BO BOXELDER 11 INCH GOOD X 249 BO BOXELDER 11 INCH GOOD X 250 BO BOXELDER 13 INCH GOOD SIGNIFICANT X 251 EL AMERICAN ELM 20 INCH GOOD SIGNIFICANT X 252 EL AMERICAN ELM 12 INCH GOOD SIGNIFICANT X 253 BO BOXELDER 10.5 INCH GOOD X 254 BO BOXELDER 11.5 INCH GOOD X 255 BO BOXELDER 36 INCH FAIR SIGNIFICANT X 256 BO BOXELDER 22 INCH GOOD SIGNIFICANT X 257 BO BOXELDER 12.5 INCH GOOD SIGNIFICANT X 258 BO BOXELDER 16 INCH GOOD SIGNIFICANT X 259 EL AMERICAN ELM 12 INCH GOOD SIGNIFICANT X 260 BO BOXELDER 15.5 INCH FAIR SIGNIFICANT X 261 BO BOXELDER 28 INCH FAIR SIGNIFICANT X 262 BO BOXELDER 15 INCH FAIR SIGNIFICANT X 263 BO BOXELDER 14 INCH FAIR SIGNIFICANT X 264 BO BOXELDER 14.5 INCH FAIR SIGNIFICANT X 265 BO BOXELDER 13.5 INCH FAIR SIGNIFICANT X 266 BO BOXELDER 27 INCH FAIR SIGNIFICANT X 267 BO BOXELDER 17 INCH FAIR SIGNIFICANT X 268 BO BOXELDER 13.5 INCH FAIR SIGNIFICANT X 269 BO BOXELDER 30 INCH FAIR SIGNIFICANT X 270 BO BOXELDER 14 INCH POOR SIGNIFICANT X 271 BO BOXELDER 14 INCH FAIR SIGNIFICANT X 272 EL AMERICAN ELM 14.5 INCH FAIR SIGNIFICANT X 273 EL AMERICAN ELM 22 INCH FAIR SIGNIFICANT X 274 OA BUR OAK 11.5 INCH GOOD X 275 AS GREEN ASH 12 INCH FAIR SIGNIFICANT X 276 AS GREEN ASH 12.5 INCH FAIR SIGNIFICANT X NAME TAG SPECIES DBH INCH CONDITION CLASSIFICATION REMOVED REMAIN NAME TAG SPECIES DBH INCH CONDITION CLASSIFICATION REMOVED REMAIN NAME TAG SPECIES DBH INCH CONDITION CLASSIFICATION REMOVED REMAIN 717963 40163 UPD.C COMM 952.21 40165 UPD.C 952.10444444444444 888888888888888888888888888888888888888888888888NOPARKINGNO PARKING NO PARKING PROPOSED BUILDING LOWER LEVEL=952.50 LEVEL 1=974.50 PROPOSED BUILDING FFE=952.50 COLD STORAGE BUILDING FFE=952.50 COLD STORAGE BUILDING FFE=952.50 COLD STORAGE BUILDING FFE=952.50 951 951 952 952 952 953 954 9559 5 4 955954956957958 960961962961962963 960959961962963955953954956957958960956957958959961962963964960959961962960958959961962963964965961962963964965964960958959961962 963951952955953954 956 9559 5 2 95395495495 4 95695 5 953 954 970 971 972 973 974 967 968 969 952953954955960965954956957958959961962963964966967968 960956 957958959 952951952952952952960 965 958 959 961 962 963 964 966 967 968 969 965961962963964966955960956957958959961962970 971 972 973 951952951952952 9519 5 1 95 2 952 96 0965 970 9579 5 8 9 5 996 1 9 6 2 9639649669679689699 7 1 9 7 2 9 7 3974 965966967968970 975 966967968969 971972973974 976977978979 970975969971972973974976977978 945 950 955 960 965 943944 946 947948949 951952953954 956957958959 961 962 963 964 94 0 9 4 5 9419429439 4 4 9 4 6 9359 4 0 9339349 3 6 9 3 7 9 3 8 9 3 9 9 41942 945950943944946947948949951940945941942943944946945942943944946935940933934936937938939941945950942943944946947948949951952945 942 943 9449469459 43944946 8 88940938939941942930935931932933934936937938939 95488888951952955 95 6 95 7 955956957958955955956955 953 954956972973974952 8884444950947948949 951952953 951LIMITS OF IRRIGATION (TYP.) LIMITS OF IRRIGATION (TYP.) LIMITS OF IRRIGATION (TYP.) LIMITS OF IRRIGATION (TYP.) TREE PROTECTION FENCE (TYP.) TREE PROTECTION FENCE (TYP.) TREE PROTECTION FENCE (TYP.) TREE PROTECTION FENCE (TYP.) TREE PROTECTION FENCE (TYP.) DECIDUOUS TREES QTY COMMON NAME BOTANICAL NAME CONT SIZE SIZE AE 14 ACCOLADE ELM Ulmus `Morton`B & B 2.5"Cal AMG 18 ARMSTRONG GOLD MAPLE Acer freemanii `JFS-KW78`B & B 2.5"Cal CSO 18 CRIMSON SPIRE OAK Quercus alba x Quercus robur B & B 2.5"Cal KC 5 KENTUCKY COFFEETREE Gymnocladus dioica B & B 2.5"Cal GB2 4 MAGYAR GINKGO MALE NON-FRUITING Ginkgo biloba 'Magyar'B & B 2.5"Cal NP 4 NORTHERN PIN OAK Quercus ellipsoidalis B & B 2.5"Cal QA 16 QUAKING ASPEN Populus tremuloides B & B 2.5"Cal RB 10 RIVER BIRCH CLUMP Betula nigra B & B 8` HGT SGM 9 SIENNA GLEN MAPLE Acer freemanii `Sienna Glen`B & B 2.5"Cal SKH 18 SKYLINE HONEYLOCUST Gleditsia triacanthos `Skycole`B & B 2.5"Cal GD2 19 STREET KEEPER HONEYLOCUST Gleditsia triacanthos inermis 'Draves' TM B & B 2.5"Cal QB 3 SWAMP WHITE OAK Quercus bicolor B & B 2.5"Cal EVERGREEN TREES QTY COMMON NAME BOTANICAL NAME CONT SIZE SIZE BS 12 BLACK HILLS SPRUCE FULL FORM Picea glauca `Densata`B & B 6` HGT PW2 5 WHITE PINE Pinus alba B & B 10` HGT. ORNAMENTAL TREES QTY COMMON NAME BOTANICAL NAME CONT SIZE SIZE AG 6 AMUR MAPLE Acer ginnala B & B 2.5"Cal NR 6 NORTHERN STRAIN REDBUD Cercis canadensis B & B 2.5"Cal PC 8 PRAIRIFIRE CRABAPPLE Malus x `Prairifire`B & B 2.5"Cal TH 16 THORNLESS HAWTHORN Crataegus crus-galli `Inermis`B & B 1.5"Cal GROUND COVERS CODE COMMON NAME BOTANICAL NAME SD-02 NO MOW SEED MIX**SEED MIX BY PRAIRIE NURSERY OR EQUAL SD-01 RUSTY PATCHED BUMBLE BEE (RPBB)** POLLINATOR SEED MIX REFER TO SPEC SECTION 32-9219 SEED MIX BY MINNESOTA NATIVE LANDSCAPES OR EQUAL SM-01 STONE MULCH-1 GRAY TRAP ROCK 2.5" OVER FABRIC SM-02 STONE MULCH-2 GRAY TRAP ROCK 5"-12" RIP RAP OVER FABRIC SOD TURF SOD PLANT SCHEDULE N SCALE IN FEET 0 50 100 NORTH KEY PLAN DRAWING NUMBER DRAWING TITLE CLIENT Title: Nathan W. Ekhoff - LA Registration Number: 58688 Date: XX/XX/XXXX By: Title: Landscape Architect 4201 cedar avenue so. - minneapolis, MN 55407 tel. (612) 904-1332 - fax (612) 904-7366 NOT F O R C O N S T R U C TI O N PROJECT NUMBER 21602.0A REVISION DATE DESCRIPTION BY 1891 Arboretum Boulevard Chanhassen, MN 55317 Xcel Energy Service Center Chanhassen I hereby certify that this drawing was prepared by me or under my direct supervision and that I am a duly licensed Landscape Architect under the laws of the State of Minnesota. LOUCKS PROJECT NO. 21602 10/25/2022 WATERSHED SUBMITTAL 11/16/2022 TEP SUBMITTAL 11/16/2022 SCHEMATIC DESIGN PACKAGE 12/05/2022 SD PACKAGE ADDENDUM 01/12/2023 CITY SUBMISSION NOTE: EXISTING CONDITIONS INFORMATION SHOWN IS FROM AN ALTA/NSPS LAND TITLE SURVEY PREPARED BY LOUCKS, DATED 03/24/2022. Gopher State One Call WARNING: THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND / OR RELOCATION OF LINES. THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. L2.0 LANDSCAPE PLAN OVERALL GENERAL NOTES: CONTRACTOR SHALL VISIT SITE PRIOR TO SUBMITTING BID. CONTRACTOR SHALL INSPECT SITE AND BECOME FAMILIAR WITH EXISTING CONDITIONS RELATING TO THE NATURE AND SCOPE OF WORK. VERIFY LAYOUT AND ANY DIMENSIONS SHOWN AND BRING TO THE ATTENTION OF THE LANDSCAPE ARCHITECT ANY DISCREPANCIES WHICH MAY COMPROMISE THE DESIGN AND/OR INTENT OF THE PROJECT'S LAYOUT. ASSURE COMPLIANCE WITH ALL APPLICABLE CODES AND REGULATIONS GOVERNING THE WORK OR MATERIALS SUPPLIED. CONTRACTOR SHALL PROTECT ALL EXISTING ROADS, CURBS/GUTTERS, TRAILS, TREES, LAWNS AND SITE ELEMENTS DURING PLANTING OPERATIONS. ANY DAMAGE TO SAME SHALL BE REPAIRED AT NO COST TO THE OWNER. CONTRACTOR SHALL VERIFY ALIGNMENT AND LOCATION OF ALL UNDERGROUND AND ABOVE GRADE UTILITIES. CONTRACTOR TO PROVIDE THE NECESSARY PROTECTION FOR THE UTILITIES BEFORE CONSTRUCTION / MATERIAL INSTALLATION BEGINS. CONTRACTOR TO NOTIFY GENERAL CONTRACTOR OF ANY CONCERNS PRIOR TO INSTALLATION OF PLANTINGS. EXISTING CONTOURS, TRAILS, VEGETATION, CURB/GUTTER AND OTHER EXISTING ELEMENTS BASED UPON INFORMATION SUPPLIED TO LANDSCAPE ARCHITECT BY OTHERS. CONTRACTOR SHALL VERIFY ANY AND ALL DISCREPANCIES PRIOR TO CONSTRUCTION AND NOTIFY LANDSCAPE ARCHITECT OF SAME. THE ALIGNMENT AND GRADES OF THE PROPOSED WALKS, TRAILS AND/OR ROADWAYS ARE SUBJECT TO FIELD ADJUSTMENT REQUIRED TO CONFORM TO LOCALIZED TOPOGRAPHIC CONDITIONS AND TO MINIMIZE TREE REMOVAL AND GRADING. ANY CHANGE IN ALIGNMENT MUST BE APPROVED BY LANDSCAPE ARCHITECT. SHEET L2.1 SHEET L2.2 DUE TO EXISTING PLANTINGS ON OR VERY CLOSE TO THE NORTH, SOUTH AND WEST PROPERTY LINES IN THE BUFFER YARDS, THE APPROPRIATE AMOUNT OF PROPOSED PLANTINGS ARE PROVIDED TO AVOID OVER PLANTING AND ENCOURAGE LONG TERM HEALTH OF EXISTING AND PROPOSED PLANT MATERIAL.** SEE L2.1 AND L2.2 FOR ENLARGEMENTS AND LABELED PLANTS NATIVE SEED PLANTING REQUIREMENTS: GENERAL CONTRACTOR QUALIFICATIONS REQUIRE THE ENGAGEMENT OF AN EXPERIENCED INSTALLER WHO SPECIALIZES IN THE ESTABLISHMENT AND RESTORATION OF NATIVE PLANT COMMUNITIES SIMILAR TO THE DESIGN AND EXTENT INDICATED FOR THIS PROJECT AND WITH A RECORD OF SUCCESSFUL IN-SERVICE PERFORMANCE. CONTRACTOR TO SUPPLY A SEEDING SCHEDULE, INCLUDING DATES AND METHOD OF SEEDING, TO BE APPROVED BY LANDSCAPE ARCHITECT PRIOR TO INSTALLATION OF ANY SEEDING.** LANDSCAPE REQUIREMENTS NORTH BUFFER YARD - C REQUIREMENT (1,007 TOTAL LF, HIGHWAY 5) WIDTH MULTIPLIER: 30' OR GREATER = 0.6 2 CANOPY TREES PER/100' UNIT TREES REQUIRED = 18 EXISTING TREES TO REMAIN = 16 PROPOSED TREES = 7 TOTAL CANOPY TREES PROVIDED = 23 4 UNDERSTORY TREE PER/100' UNIT TREES REQUIRED =36 PROPOSED TREES =9 EXISTING TREES TO REMAIN FULFILL REQUIREMENT =26 **(SEE NOTE BELOW)** TOTAL TREES PROVIDED =36 6 SHRUBS PER/100' UNIT SHRUBS REQUIRED = 60 TOTAL SHRUBS PROVIDED = 182 SOUTH BUFFER YARD - C REQUIREMENT (835 TOTAL LF, COULTER BLVD.) WIDTH MULTIPLIER: 30' OR GREATER = 0.6 2 CANOPY TREES PER/100' UNIT TREES REQUIRED = 15 EXISTING TREES TO REMAIN = 19 PROPOSED TREES = 1 TOTAL TREES PROVIDED = 20 4 UNDERSTORY TREE PER/100' UNIT TREES REQUIRED = 30 PROPOSED TREES = 3 EXISTING TREES TO REMAIN FULFILL REQUIREMENT =27 **(SEE NOTE BELOW)** TOTAL UNDERSTORY TREES PROVIDED =30 6 SHRUBS PER/100' UNIT SHRUBS REQUIRED = 50 TOTAL SHRUBS PROVIDED = 30 **(SEE NOTE BELOW)** EAST BUFFER YARD - B REQUIREMENT (1,052 TOTAL LF, INDUSTRIAL ZONING) WIDTH MULTIPLIER: BETWEEN 25' AND 30'= 0.6 ONLY NEED 75% TO MEET REQUIREMENT) 1 CANOPY TREES PER/100' UNIT TREES REQUIRED = 8 EXISTING TREES TO REMAIN = 4 PROPOSED TREES = 8 TOTAL CANOPY TREES PROVIDED = 12 3 UNDERSTORY TREE PER/100' UNIT TREES REQUIRED = 24 TOTAL UNDERSTORY TREES PROVIDED = 24 4 SHRUBS PER/100' UNIT SHRUBS REQUIRED = 28 TOTAL SHRUBS PROVIDED = 72 WEST BUFFER YARD REQUIREMENT (1,208 TOTAL LF, INDUSTRIAL ZONING) EXISTING TREES TO REMAIN FULFILL REQUIREMENT**(SEE NOTE BELOW)** VEHICLE USE AREA (257,752 SF) LANDSCAPE AREA PROVIDE 8 SF OF LANDSCAPE AREA PER 100 SF OF VEHICULAR AREA LANDSCAPE AREA REQUIRED = 20,620 SF LANDSCAPE AREA PROVIDED = 27,704 SF TREES REQUIRED PROVIDE 1 TREE PER 250 SF OF LANDSCAPE AREA TREES REQUIRED = 82 TOTAL TREES PROVIDED = 155 BOULEVARD TREE REQUIREMENTS EXISTING TREES TO REMAIN ALONG COULTER BLVD. FOUNDATION PLANTINGS SHRUBS AND TREES HAVE BEEN PROVIDED ALONG BUILDING FOUNDATION PARKING LOT ISLANDS SHRUBS AND TREES SHALL BE PLANTED IN DECOMPACTED EXISTING SOIL AND A MINIMUM OF 24" OF TOPSOIL TOTAL REQUIRED LANDSCAPE (VEHICLE USE AREA AND BUFFER YARDS): TOTAL REQUIRED CANOPY TREES:=147 PROVIDED =255 TOTAL REQUIRED UNDERSTORY TREES:=138 PROPOSED UNDERSTORY AND EXISTING TREES TO REMAIN FULFILL REQUIREMENT TOTAL REQUIRED SHRUBS:=283 PROVIDED =284 718964 444444444488888888888888888888888888888888888888888888888888888 NOPARKINGNO PARKING NO PARKING PROPOSED BUILDING LOWER LEVEL=952.50 LEVEL 1=974.50 COLD STORAGE BUILDING FFE=952.50 952 956960958959961962955953954 956 9559 5 2 95395495495 4 95695 5 953 95 4 970 971 972 973 974 967 968 969 952953954955960965954956957958959961962963964966967968 960956 957958959 952951952960 965 958 959 961 962 963 964 966 967 968 969 965961962963964966955960956957958959961962970 971 972 973 951952952 9 5 1 95 2 952 96 0 965 970 95795 8 9 5 996 1 9 6 2 9639649669679689699 7 1 9 7 2 9 7 3974 965966967968970 975 966 967968969 971972973 974 976977 978979 970975969971972973974976977978 945 950 955 960 965 943 944 946 947 948 949 951 952 953 954 956 957 958 959 961 962 963 964 9 4 0 9 4 5 9419429439 4 4 9 4 6 9359 4 0 9339349 3 6 9 3 7 9 3 8 9 3 9 9 41942 945950943944946947948949951945943944946 8 8 954888888888951952955 95 6 95 7 955956957958955955956955 953 954956972973974952 11 SKH 1 AE 1 AE 1 AE 1 GD2 1 SKH 4 TH 2 GB2 3 AE 3 AG 8 RB 3 NR 4 9 AMG 3 AG 5 PW2 3 BS 2 RB 1 AE 1 GD2 4 NP 6 SKH 7 GD2 TREE PROTECTION FENCE (TYP.) 5.0' (TYP.) 2.0' (TYP.) 7.0' (TYP.) 10.0' (TYP.) 35.0' (TYP.) TREE PROTECTION FENCE (TYP.) SOD (TYP.) LANDSCAPE EDGING (TYP.) RETAINING WALL SEE CIVIL) (TYP.) RETAINING WALL (SEE CIVIL) (TYP.) RETAINING WALL (SEE CIVIL) (TYP.) SECURITY FENCE (TYP.) SEE DETAIL) ORNAMENTAL FENCE (TYP.) SEE DETAIL) LIMITS OF IRRIGATION (TYP.) SM-02 SD-02 SD-01 SD-01 SD-01 SD-02 SD-01 SM-01 SM-02 SM-02 SM-01 SM-01 RETAINING WALL (SEE CIVIL) (TYP.) SECURITY FENCE (TYP.) SEE DETAIL) DOUBLE GATE (TYP.) SEE DETAIL) SECURITY FENCE (TYP.) SEE DETAIL) SD-01 SD-02 SD-02 ORNAMENTAL FENCE (SEE DETAIL) ORNAMENTAL FENCE (TYP.) SEE DETAIL) DECIDUOUS TREES QTY COMMON NAME BOTANICAL NAME CONT SIZE SIZE AE 7 ACCOLADE ELM Ulmus `Morton`B & B 2.5"Cal AMG 9 ARMSTRONG GOLD MAPLE Acer freemanii `JFS-KW78`B & B 2.5"Cal GB2 2 MAGYAR GINKGO MALE NON-FRUITING Ginkgo biloba 'Magyar'B & B 2.5"Cal NP 4 NORTHERN PIN OAK Quercus ellipsoidalis B & B 2.5"Cal RB 10 RIVER BIRCH CLUMP Betula nigra B & B 8` HGT SGM 1 SIENNA GLEN MAPLE Acer freemanii `Sienna Glen`B & B 2.5"Cal SKH 18 SKYLINE HONEYLOCUST Gleditsia triacanthos `Skycole`B & B 2.5"Cal GD2 9 STREET KEEPER HONEYLOCUST Gleditsia triacanthos inermis 'Draves' TM B & B 2.5"Cal EVERGREEN TREES QTY COMMON NAME BOTANICAL NAME CONT SIZE SIZE BS 3 BLACK HILLS SPRUCE FULL FORM Picea glauca `Densata`B & B 6` HGT PW2 5 WHITE PINE Pinus alba B & B 10` HGT. ORNAMENTAL TREES QTY COMMON NAME BOTANICAL NAME CONT SIZE SIZE AG 6 AMUR MAPLE Acer ginnala B & B 2.5"Cal NR 3 NORTHERN STRAIN REDBUD Cercis canadensis B & B 2.5"Cal TH 4 THORNLESS HAWTHORN Crataegus crus-galli `Inermis`B & B 1.5"Cal PLANT SCHEDULE NORTH GROUND COVERS CODE COMMON NAME BOTANICAL NAME SD-02 NO MOW SEED MIX**SEED MIX BY PRAIRIE NURSERY OR EQUAL SD-01 RUSTY PATCHED BUMBLE BEE (RPBB)** POLLINATOR SEED MIX REFER TO SPEC SECTION 32-9219 SEED MIX BY MINNESOTA NATIVE LANDSCAPES OR EQUAL SM-01 STONE MULCH-1 GRAY TRAP ROCK 2.5" OVER FABRIC SM-02 STONE MULCH-2 GRAY TRAP ROCK 5"-12" RIP RAP OVER FABRIC SOD TURF SOD GROUND COVER SCHEDULE NORTH N SCALE IN FEET 0 30 60 NORTH KEY PLAN DRAWING NUMBER DRAWING TITLE CLIENT Title: Nathan W. Ekhoff - LA Registration Number: 58688 Date: XX/XX/XXXX By: Title: Landscape Architect 4201 cedar avenue so. - minneapolis, MN 55407 tel. (612) 904-1332 - fax (612) 904-7366 NOT F O R C O N S T R U C TI O N PROJECT NUMBER 21602.0A REVISION DATE DESCRIPTION BY 1891 Arboretum Boulevard Chanhassen, MN 55317 Xcel Energy Service Center Chanhassen I hereby certify that this drawing was prepared by me or under my direct supervision and that I am a duly licensed Landscape Architect under the laws of the State of Minnesota. LOUCKS PROJECT NO. 21602 10/25/2022 WATERSHED SUBMITTAL 11/16/2022 TEP SUBMITTAL 11/16/2022 SCHEMATIC DESIGN PACKAGE 12/05/2022 SD PACKAGE ADDENDUM 01/12/2023 CITY SUBMISSION NOTE: EXISTING CONDITIONS INFORMATION SHOWN IS FROM AN ALTA/NSPS LAND TITLE SURVEY PREPARED BY LOUCKS, DATED 03/24/2022. Gopher State One Call WARNING: THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND / OR RELOCATION OF LINES. THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. L2.1 LANDSCAPE PLAN - NORTH SEE L2.0 FOR OVERALL LANDSCAPE SCHEDULE NATIVE SEED PLANTING REQUIREMENTS: GENERAL CONTRACTOR QUALIFICATIONS REQUIRE THE ENGAGEMENT OF AN EXPERIENCED INSTALLER WHO SPECIALIZES IN THE ESTABLISHMENT AND RESTORATION OF NATIVE PLANT COMMUNITIES SIMILAR TO THE DESIGN AND EXTENT INDICATED FOR THIS PROJECT AND WITH A RECORD OF SUCCESSFUL IN-SERVICE PERFORMANCE. CONTRACTOR TO SUPPLY A SEEDING SCHEDULE, INCLUDING DATES AND METHOD OF SEEDING, TO BE APPROVED BY LANDSCAPE ARCHITECT PRIOR TO INSTALLATION OF ANY SEEDING.** 719965 40163 UPD.C COMM 952.21 40165 UPD.C 952.104444444444444888888888888888888888888888888888888888 PROPOSED BUILDING FFE=952.50 COLD STORAGE BUILDING FFE=952.50 COLD STORAGE BUILDING FFE=952.50 951 951 952 952 952 953 954 9559 5 4 955954956957958 960961962961962963 960959961962963955953954956957958960957958959961962963964960959961962960958959961962963964965961962963964965964 963951952952952952951952951940945941942943944946945942943944946935940933934936937938939941945950942943944946947948949951952945 942 943 944 946 8888940938939941942930 935931932933934936 937938939 88888444444950 947 948 949 951 952 953 9512 AE 8 TH 2 GB2 2 AE 4 TH 3 AE 4 CSO 5 GD2 16 QA 5 GD2 3 NR 4 CSO 10 CSO 3 QB 4 PC 4 PC 9 AMG 3 KC 2 KC 9 BS 9 SGM LANDSCAPE EDGING (TYP.) LANDSCAPE EDGING (TYP.) TREE PROTECTION FENCE (TYP.) 3.0' (TYP.) SECURITY FENCE (TYP.) SEE DETAIL) SECURITY FENCE (TYP.) SEE DETAIL) SEE DETAIL) LIMITS OF IRRIGATION (TYP.) LIMITS OF IRRIGATION (TYP.) LIMITS OF IRRIGATION (TYP.) SD-02 SM-02 SD-02 SM-02 SM-02 LANDSCAPE EDGING (TYP.) SD-01 LIMITS OF IRRIGATION (TYP.) SM-01 GRAVEL PAVEMENT (SEE CIVIL) DOUBLE GATE (TYP.) SEE DETAIL) GATE (TYP.) SEE DETAIL) DOUBLE GATE (TYP.) SEE DETAIL) 7.0' (TYP.) 10.0' (TYP.) 35.0' (TYP.) SD-02 TREE PROTECTION FENCE (TYP.) SOD (TYP.) SOD (TYP.) DECIDUOUS TREES QTY COMMON NAME BOTANICAL NAME CONT SIZE SIZE AE 7 ACCOLADE ELM Ulmus `Morton`B & B 2.5"Cal AMG 9 ARMSTRONG GOLD MAPLE Acer freemanii `JFS-KW78`B & B 2.5"Cal CSO 18 CRIMSON SPIRE OAK Quercus alba x Quercus robur B & B 2.5"Cal KC 5 KENTUCKY COFFEETREE Gymnocladus dioica B & B 2.5"Cal GB2 2 MAGYAR GINKGO MALE NON-FRUITING Ginkgo biloba 'Magyar'B & B 2.5"Cal QA 16 QUAKING ASPEN Populus tremuloides B & B 2.5"Cal SGM 8 SIENNA GLEN MAPLE Acer freemanii `Sienna Glen`B & B 2.5"Cal GD2 10 STREET KEEPER HONEYLOCUST Gleditsia triacanthos inermis 'Draves' TM B & B 2.5"Cal QB 3 SWAMP WHITE OAK Quercus bicolor B & B 2.5"Cal EVERGREEN TREES QTY COMMON NAME BOTANICAL NAME CONT SIZE SIZE BS 9 BLACK HILLS SPRUCE FULL FORM Picea glauca `Densata`B & B 6` HGT ORNAMENTAL TREES QTY COMMON NAME BOTANICAL NAME CONT SIZE SIZE NR 3 NORTHERN STRAIN REDBUD Cercis canadensis B & B 2.5"Cal PC 8 PRAIRIFIRE CRABAPPLE Malus x `Prairifire`B & B 2.5"Cal TH 12 THORNLESS HAWTHORN Crataegus crus-galli `Inermis`B & B 1.5"Cal PLANT SCHEDULE SOUTH GROUND COVERS CODE COMMON NAME BOTANICAL NAME SD-02 NO MOW SEED MIX**SEED MIX BY PRAIRIE NURSERY OR EQUAL SD-01 RUSTY PATCHED BUMBLE BEE (RPBB)** POLLINATOR SEED MIX REFER TO SPEC SECTION 32-9219 SEED MIX BY MINNESOTA NATIVE LANDSCAPES OR EQUAL SM-01 STONE MULCH-1 GRAY TRAP ROCK 2.5" OVER FABRIC SM-02 STONE MULCH-2 GRAY TRAP ROCK 5"-12" RIP RAP OVER FABRIC SOD TURF SOD GROUND COVER SCHEDULE SOUTH N SCALE IN FEET 0 30 60 NORTH KEY PLAN DRAWING NUMBER DRAWING TITLE CLIENT Title: Nathan W. Ekhoff - LA Registration Number: 58688 Date: XX/XX/XXXX By: Title: Landscape Architect 4201 cedar avenue so. - minneapolis, MN 55407 tel. (612) 904-1332 - fax (612) 904-7366 NOT F O R C O N S T R U C TI O N PROJECT NUMBER 21602.0A REVISION DATE DESCRIPTION BY 1891 Arboretum Boulevard Chanhassen, MN 55317 Xcel Energy Service Center Chanhassen I hereby certify that this drawing was prepared by me or under my direct supervision and that I am a duly licensed Landscape Architect under the laws of the State of Minnesota. LOUCKS PROJECT NO. 21602 10/25/2022 WATERSHED SUBMITTAL 11/16/2022 TEP SUBMITTAL 11/16/2022 SCHEMATIC DESIGN PACKAGE 12/05/2022 SD PACKAGE ADDENDUM 01/12/2023 CITY SUBMISSION NOTE: EXISTING CONDITIONS INFORMATION SHOWN IS FROM AN ALTA/NSPS LAND TITLE SURVEY PREPARED BY LOUCKS, DATED 03/24/2022. Gopher State One Call WARNING: THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND / OR RELOCATION OF LINES. THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. L2.2 LANDSCAPE PLAN SOUTH SEE L2.0 FOR OVERALL LANDSCAPE SCHEDULE NATIVE SEED PLANTING REQUIREMENTS: GENERAL CONTRACTOR QUALIFICATIONS REQUIRE THE ENGAGEMENT OF AN EXPERIENCED INSTALLER WHO SPECIALIZES IN THE ESTABLISHMENT AND RESTORATION OF NATIVE PLANT COMMUNITIES SIMILAR TO THE DESIGN AND EXTENT INDICATED FOR THIS PROJECT AND WITH A RECORD OF SUCCESSFUL IN-SERVICE PERFORMANCE. CONTRACTOR TO SUPPLY A SEEDING SCHEDULE, INCLUDING DATES AND METHOD OF SEEDING, TO BE APPROVED BY LANDSCAPE ARCHITECT PRIOR TO INSTALLATION OF ANY SEEDING.** 720966 NORTH KEY PLAN DRAWING NUMBER DRAWING TITLE CLIENT Title: Nathan W. Ekhoff - LA Registration Number: 58688 Date: XX/XX/XXXX By: Title: Landscape Architect 4201 cedar avenue so. - minneapolis, MN 55407 tel. (612) 904-1332 - fax (612) 904-7366 NOT F O R C O N S T R U C TI O N PROJECT NUMBER 21602.0A REVISION DATE DESCRIPTION BY 1891 Arboretum Boulevard Chanhassen, MN 55317 Xcel Energy Service Center Chanhassen I hereby certify that this drawing was prepared by me or under my direct supervision and that I am a duly licensed Landscape Architect under the laws of the State of Minnesota. LOUCKS PROJECT NO. 21602 10/25/2022 WATERSHED SUBMITTAL 11/16/2022 TEP SUBMITTAL 11/16/2022 SCHEMATIC DESIGN PACKAGE 12/05/2022 SD PACKAGE ADDENDUM 01/12/2023 CITY SUBMISSION GENERAL NOTES COORDINATE THE PHASES OF CONSTRUCTION AND PLANTING INSTALLATION WITH OTHER CONTRACTORS WORKING ON SITE. NO PLANTING WILL BE INSTALLED UNTIL COMPLETE GRADING AND CONSTRUCTION HAS BEEN COMPLETED IN THE IMMEDIATE AREA. ALL PLANTS TO BE INSTALLED AS PER PLANTING DETAILS. REMOVE ALL FLAGGING AND LABELS FROM PLANTS. IF THE LANDSCAPE CONTRACTOR IS CONCERNED OR PERCEIVES ANY DEFICIENCIES IN THE PLANT SELECTIONS, SOIL CONDITIONS OR ANY OTHER SITE CONDITION WHICH MIGHT NEGATIVELY AFFECT PLANT ESTABLISHMENT, SURVIVAL OR GUARANTEE, HE MUST BRING THESE DEFICIENCIES TO THE ATTENTION OF THE LANDSCAPE ARCHITECT PRIOR TO PROCUREMENT AND/OR INSTALLATION. PROTECT ALL EXISTING TREES ON SITE SCHEDULED TO REMAIN. IF EXISTING TREES ARE DAMAGED IN ANY MANNER, ABOVE OR BELOW GROUND IN THE ROOT SYSTEM, AN ASPHALTIC TREE PRUNING PAINT SHOULD BE APPLIED IMMEDIATELY AFTER WOUNDING. SOIL & GROUNDCOVER ALL PLANTING AREAS RECEIVING GROUND COVER, PERENNIALS, ANNUALS, AND/OR VINES SHALL RECEIVE A MINIMUM OF 24" DEPTH OF PLANTING SOIL (MNDOT 3877 - 2B OR EQUAL). WHERE SOD ABUTS PAVED SURFACES, FINISHED GRADE OF SOD/SEED SHALL BE HELD 1" BELOW SURFACE ELEVATION OF TRAIL, SLAB, CURB, ETC. AND INSTALLED OVER A MIN. 4" TOPSOIL CLEAR OF STONES, ROOTS, GRASS, WEEDS, DEBRIS, AND OTHER FOREIGN NON-ORGANIC MATERIAL. SEED ALL AREAS DISTURBED DUE TO GRADING OTHER THAN THOSE AREAS NOTED TO RECEIVE SOD OR NATIVE SEED. SEED SHALL BE INSTALLED OVER A MIN. 6" TOPSOIL CLEAR OF STONES, ROOTS, GRASS, WEEDS, DEBRIS, AND OTHER FOREIGN NON-ORGANIC MATERIAL. AS WELL AS MULCHED PER MNDOT SPECS. SOD ALL DESIGNATED AREAS DISTURBED DUE TO GRADING. SOD SHALL BE LAID PARALLEL TO THE CONTOURS AND SHALL HAVE STAGGERED JOINTS. ON SLOPES STEEPER THAN 3:1 OR IN DRAINAGE SWALES, THE SOD SHALL BE STAKED TO THE GROUND. LANDSCAPE CONTRACTOR SHALL VERIFY THAT SOIL AND COMPACTION CONDITIONS ARE ADEQUATE TO ALLOW FOR PROPER DRAINAGE AT AND AROUND THE BUILDING SITE. PLANTINGS INFO ALL PLANT MATERIAL SHALL COMPLY WITH THE LATEST EDITION OF THE AMERICAN STANDARD FOR NURSERY STOCK, AMERICAN ASSOCIATION OF NURSERYMEN. UNLESS NOTED OTHERWISE, ALL SHRUBS SHALL HAVE AT LEAST 5 CANES AT THE SPECIFIED MINIMUM SHRUB HEIGHT OR WIDTH. ORNAMENTAL TREES SHALL HAVE NO V CROTCHES AND SHALL BEGIN BRANCHING NO LOWER THAN 3' ABOVE ROOT BALL. STREET AND BOULEVARD TREES SHALL BEGIN BRANCHING NO LOWER THAN 5' ABOVE FINISHED GRADE. ANY CONIFEROUS TREE PREVIOUSLY PRUNED FOR CHRISTMAS TREE SALES SHALL NOT BE USED. ALL CONIFEROUS TREES SHALL BE FULL FORM, NATURAL TO THE SPECIES, WITHOUT PRUNING. PRIOR TO PLANTING, FIELD VERIFY THAT THE ROOT COLLAR/ROOT FLAIR IS LOCATED AT THE TOP OF THE BALLED & BURLAP TREE. IF THIS IS NOT THE CASE, SOIL SHALL BE REMOVED DOWN TO THE ROOT COLLAR/ROOT FLAIR. WHEN THE BALLED & BURLAP TREE IS PLANTED, THE ROOT COLLAR/ROOT FLAIR SHALL BE EVEN OR SLIGHTLY ABOVE FINISHED GRADE. ALL PROPOSED PLANTS SHALL BE LOCATED AND STAKED AS SHOWN ON PLAN. ADJUSTMENTS IN LOCATION OF PROPOSED PLANT MATERIALS MAY BE NEEDED IN FIELD. SHOULD AN ADJUSTMENT BE ADVISED, THE LANDSCAPE ARCHITECT MUST BE NOTIFIED. PLAN TAKES PRECEDENCE OVER PLANT SCHEDULE IF DISCREPANCIES IN QUANTITIES EXIST. SPECIFICATIONS TAKE PRECEDENCE OVER NOTES. NO PLANT MATERIAL SUBSTITUTIONS WILL BE ACCEPTED UNLESS APPROVAL IS REQUESTED OF THE LANDSCAPE ARCHITECT BY THE LANDSCAPE CONTRACTOR PRIOR TO THE SUBMISSION OF A BID AND/OR QUOTATION. WRAPPING MATERIAL SHALL BE CORRUGATED PVC PIPING 1" GREATER IN CALIPER THAN THE TREE BEING PROTECTED OR QUALITY, HEAVY, WATERPROOF CREPE PAPER MANUFACTURED FOR THIS PURPOSE. WRAP ALL DECIDUOUS TREES PLANTED IN THE FALL PRIOR TO 12-1 AND REMOVE ALL WRAPPING AFTER 5-1. FERTILIZER ALL PLANT MATERIALS SHALL BE FERTILIZED UPON INSTALLATION WITH A 27-3-3 SLOW RELEASE FERTILIZER MIXED IN WITH THE PLANTING SOIL PER THE MANUFACTURER'S INSTRUCTIONS. PLANTS MAY BE TREATED FOR SUMMER AND FALL INSTALLATION WITH AN APPLICATION OF GRANULAR 27-3-3 AT 6 OZ PER 2.5" CALIPER PER TREE AND 3 OZ PER SHRUB WITH AN ADDITIONAL APPLICATION OF 27-3-3 THE FOLLOWING SPRING IN THE TREE SAUCER. EDGING FOR PLANTING BEDS BLACK METAL EDGER TO BE USED TO CONTAIN SHRUBS, PERENNIALS, AND ANNUALS WHERE BED MEETS SOD/SEED UNLESS NOTED OTHERWISE. PLANTING BED PREPARATION ALL ANNUAL AND PERENNIAL PLANTING BEDS TO RECEIVE 3" DEEP SHREDDED HARDWOOD MULCH WITH NO WEED BARRIER. ALL SHRUB BED MASSINGS TO RECEIVE 3" DEEP SHREDDED HARDWOOD MULCH AND FIBER MAT WEED BARRIER. ALL TREES NOT IN PLANTING BEDS TO RECEIVE 4" DEEP SHREDDED HARDWOOD MULCH RING WITH NO MULCH IN DIRECT CONTACT WITH TREE TRUNK. SPREAD GRANULAR PRE EMERGENT HERBICIDE (PREEN OR EQUAL) PER MANUFACTURER'S RECOMMENDATIONS UNDER ALL MULCHED AREAS. MAINTENANCE STRIPS TO HAVE EDGER AND MULCH AS SPECIFIED/INDICATED ON DRAWING OR IN SPECIFICATION. INSPECTION AND WARRANTY CONTRACTOR SHALL SUBMIT A WRITTEN REQUEST FOR THE OWNER ACCEPTANCE INSPECTION OF ALL LANDSCAPE AND SITE IMPROVEMENTS. CONTRACTOR IS RESPONSIBLE FOR ON-GOING MAINTENANCE OF ALL NEWLY INSTALLED MATERIALS UNTIL TIME OF OWNER ACCEPTANCE. ANY ACTS OF VANDALISM OR DAMAGE WHICH MAY OCCUR PRIOR TO OWNER ACCEPTANCE SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. CONTRACTOR SHALL PROVIDE THE OWNER WITH A MAINTENANCE PROGRAM INCLUDING, BUT NOT NECESSARILY LIMITED TO, PRUNING, FERTILIZATION AND DISEASE/PEST CONTROL. CONTRACTOR SHALL GUARANTEE NEW PLANT MATERIAL THROUGH ONE CALENDAR YEAR FROM THE DATE OF OWNER ACCEPTANCE. WARRANTY (ONE FULL GROWING SEASON) FOR LANDSCAPE MATERIALS SHALL BEGIN ON THE DATE OF ACCEPTANCE BY THE LANDSCAPE ARCHITECT AFTER THE COMPLETION OF PLANTING OF ALL LANDSCAPE MATERIALS. NO PARTIAL ACCEPTANCE WILL BE CONSIDERED. TIMING OF INSTALLATION UNLESS NOTED OTHERWISE THE APPROPRIATE DATES FOR SPRING PLANT MATERIAL INSTALLATION AND SEED/SOD PLACEMENT IS FROM THE TIME GROUND HAS THAWED TO JUNE 15. FALL SODDING IS GENERALLY ACCEPTABLE FROM AUGUST 15 - NOVEMBER 1. FALL SEEDING FROM AUGUST 15 - SEPTEMBER 15; DORMANT SEEDING IN THE FALL SHALL NOT OCCUR PRIOR TO NOVEMBER 1. FALL CONIFEROUS PLANTING MAY OCCUR FROM AUGUST 15 OCTOBER 1 AND DECIDUOUS PLANTING FROM THE FIRST FROST UNTIL NOVEMBER 15. PLANTING OUTSIDE THESE DATES IS NOT RECOMMENDED. ANY ADJUSTMENT MUST BE APPROVED IN WRITING BY THE LANDSCAPE ARCHITECT. TREES ARE NOT TO BE PRUNED, REMOVED OR TRANSPLANTED BETWEEN APRIL 15 AND JULY 1. NOTIFY LANDSCAPE ARCHITECT IF THESE DATES ARE UNAVOIDABLE. IRRIGATION NOTES: VERIFY PROPOSED IRRIGATION RE-USE SYSTEM LAYOUT AND CONFIRM COMPLETE LIMITS OF IRRIGATION PRIOR TO SUPPLYING SHOP DRAWINGS. LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AN IRRIGATION LAYOUT PLAN AND SPECIFICATION AS A PART OF THE SCOPE OF WORK WHEN BIDDING. THESE SHALL BE APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO ORDER AND/OR INSTALLATION. IT SHALL BE THE LANDSCAPE CONTRACTORS RESPONSIBILITY TO INSURE THAT ALL SODDED/SEEDED AND PLANTED AREAS ARE IRRIGATED PROPERLY, INCLUDING THOSE AREAS DIRECTLY AROUND AND ABUTTING BUILDING FOUNDATION. THE LANDSCAPE CONTRACTOR SHALL PROVIDE THE OWNER WITH AN IRRIGATION SCHEDULE APPROPRIATE TO THE PROJECT SITE CONDITIONS AND TO PLANT MATERIAL GROWTH REQUIREMENTS. IRRIGATION SYSTEM IS NOT TO SPRINKLE ACROSS PAVEMENT NOR SHALL THE SYSTEM SPRINKLE THE BUILDING. THE SYSTEM SHALL INCORPORATE A RAIN SENSOR INTO IRRIGATION SYSTEM. PLANTINGS OUTSIDE THE LIMITS OF IRRIGATION ARE TO BE WATERED REGULARLY UNTIL PLANTING/SOD/SEED HAS BEEN ESTABLISHED. LANDSCAPE INSTALLATION: LOUCKS Deciduous Tree Planting.dwgSCALE: NTS 2x ROOT BALL WIDTH NOTE: CONTRACTOR IS RESPONSIBLE FOR TESTING PERCOLATION RATES PRIOR TO PLANTING. NOTIFY LANDSCAPE ARCHITECT IMMEDIATELY IF POOR DRAINAGE EXISTS. DECIDUOUS TREE PLANTING SET PLANT ON UNDISTURBED NATIVE SOIL SCARIFY BOTTOM AND SIDES OF HOLE PRIOR TO PLANTING EDGE VARIES WOOD STAKE BACKFILL WITH IN SITU TOPSOIL MULCH - 4" DEEP. NO MULCH IN CONTACT WITH TRUNK - SEE NOTES OR SPECS. ROOT FLARE EVEN WITH OR JUST ABOVE GRADE SAFETY FLAGGING - ONE PER WIRE TREE WRAP TO FIRST BRANCH 16"X2" POLYPROPYLENE OR POLYETHYLENE STRAP NOTES: THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING ALL TREES IN A PLUMB POSITION THROUGH THE WARRANTY PERIOD. STAKING IS SUGGESTED, BUT NOT REQUIRED. ANY STAKING MUST CONFORM WITH PRACTICES AS DEFINED IN A.N.A. GUIDELINES FOR STANDARD PRACTICES. PRUNE DAMAGED AND CROSSING BRANCHES AFTER PLANTING IS COMPLETE. CUT BACK WIRE BASKET. WATER TREE THOROUGHLY DURING PLANTING OPERATIONS. PLACE BACKFILL IN 8-12" LIFTS AND SATURATE SOIL WITH WATER. DO NOT COMPACT MORE THAN NECESSARY TO MAINTAIN PLUMB. 1 CONIFEROUS TREE PLANTING LOUCKS Coniferous Tree Planting.dwgSCALE: NTS 2 x ROOT BALL WIDTH NOTE: CONTRACTOR IS RESPONSIBLE FOR TESTING PERCOLATION RATES PRIOR TO PLANTING. NOTIFY LANDSCAPE ARCHITECT IMMEDIATELY IF POOR DRAINAGE EXISTS. ROOT BALL SET ON UNDISTURBED SUBGRADE SCARIFY BOTTOM AND SIDES OF HOLE PRIOR TO PLANTING EDGE VARIES - SEE PLAN WOOD STAKE (OPTIONAL) BACKFILL WITH IN SITU TOPSOIL MULCH - 4" DEEP - SEE NOTES OR SPECS. MULCH MUST NOT BE IN CONTACT WITH TRUNK. SAFETY FLAGGING - ONE PER WIRE 16" x2" POLYPROPYLENE OR POLYETHYLENE STRAP NOTES: THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING ALL TREES IN A PLUMB POSITION THROUGH THE WARRANTY PERIOD. STAKING IS SUGGESTED, BUT NOT REQUIRED. ANY STAKING MUST CONFORM WITH PRACTICES AS DEFINED IN A.N.A. GUIDELINES FOR STANDARD PRACTICES. PRUNE ANY DAMAGED BRANCHES AFTER PLANTING IS COMPLETE. WATER TREE THOROUGHLY DURING PLANTING OPERATIONS. PLACE BACKFILL IN 8-12" LIFTS AND SATURATE SOIL WITH WATER. DO NOT COMPACT MORE THAN NECESSARY TO MAINTAIN PLUMB. 2 REFER TO PLAN 18" MIN. LOOSEN ROOTS OF ALL CONTAINERIZED PLANTS. SCARIFY BOTTOM AND SIDES OF HOLE PRIOR TOPLANTINGBUILDING WALL (TYP)SHRUB PLANTING LOUCKSShrubPlanting. dwgSCALE: NTS EDGE VARIES - REFER TO PLAN EDGING MATERIAL - SEE NOTES OR SPEC.LANDSCAPE FABRIC - SEE NOTES OR SPEC.MULCH - 3" DEPTH - SEE NOTES OR SPEC.PLANTING SOIL - SEE NOTES OR SPEC.SHRUBS TO BE PLACED SO THAT TOP OF CONTAINER SITS FLUSH WITH PROPOSED GRADE 3 VARIES SEE PLAN NOTE:LOOSEN ROOTS OF PLANT MATERIAL PRIOR TO PLANTING PERENNIAL PLANTING LOUCKSPerennialPlanting. dwgSCALE: NTSBUILDING WALL (TYP)12" DEPTH ( MIN) LOAM PLANTING SOIL SEE NOTES EDGE VARIES - REFER TO PLAN EDGING MATERIAL - SEE NOTES MULCH - 3" MIN. DEPTH - SEE NOTES 4 TREE PROTECTION LOUCKSSCALE: NTS Tree Protection.dwg4'-0" EXISTING GRADE TREE PROTECTION NOTE:INSTALL SNOW FENCE AROUND EACH TREE TO BE PROTECTED PRIOR TO GRADING. FENCE SHALL BE PLACED AT THE DRIP EDGE OR CRITICAL ROOT ZONES OF THE TREES. FENCING SHALL BE NO CLOSER THAN 6' TO THE TRUNK OF ANY TREE TO BE PROTECTED. THE PERIMETERS FOR TREES BEING PROTECTED SHALL BE DESIGNATED AT ALL TIMES DURING CONSTRUCTION ACTIVITY AND SIGNAGE SHALL BE INSTALLED AT ALL TREE PROTECTION AREAS THAT INSTRUCTS WORKERS TO STAY OUT. CONTRACTOR SHALL AVOID ALL AREAS WITHIN TREE PROTECTION FENCE. SOIL SHOULD BE PROTECTED FROM EROSION AND CHANGES IN CHEMISTRY FROM CONCRETE OR TOXIC MATERIALS SUCH AS FUELS AND PAINTS.THE CONTRACTOR SHALL HAVE "TREE PAINT" ON SITE AT ALL TIMES. IF AN OAK IS WOUNDED DURING CONSTRUCTION, THE CONTRACTOR MUST IMMEDIATELY APPLY PAINT TO THE WOUND IN ORDER TO PREVENT OAK WILT. ALL DAMAGE TO TREES TO BE PROTECTED SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER AND LANDSCAPE ARCHITECT. DRIP EDGE OF TREE2" X 4" WOOD STAKE, POSITIONED AS NOTED.STRING 4' HIGH,ORANGE POLYETHYLENE LAMINAR SAFETY NETTING BETWEEN WOOD STAKES PLACED 5' ON CENTER AND PLACED BETWEEN TREE PROTECTION AND DISTURBED AREAS.DRIP EDGE OF TREEEXISTING TREE TO REMAIN 5 8' VINYL COATED FENCE LOUCKS SCALE: NTS END & CORNER POSTS: 3" O.D. SCHEDULE 40 GALVANIZED PIPE WITH BLACK POLYVINYL CHLORIDE COATING 8'-0" O.C. MAX 8'- 0"3'-6"TOP RAILS TO BE 1.660" O.D. SCHEDULE 40 GALVANIZED PIPE WITH BLACK POLYVINYL CHLORIDE COATING FABRIC MESH: 2 OUNCE BLACK POLYVINYL CHLORIDE BONDED OVER ZINC COATED WIRE CONFORMING TO ASTM F668, 9 GAUGE, 1" MESH LINE POSTS: 2.5" O. D.SCHEDULE 40 GALVANIZED PIPE WITH BLACK POLYVINYL CHLORIDE COATING. 8' O.C. MAX NOTES:1.END & CORNER POSTS SHALL BE SET 48" INTO A 12" DIA. CONCRETE FOOTING LINE POSTS SHALL BE SET 42" INTO A 8" DIA. CONCRETE FOOTING.2.ALL FITTINGS SHALL BE GALVANIZED BLACK POLYVINYL CHLORIDE COATED PRESSED STEEL.3. TIES SHALL BE 9 GAUGE VINYL COATED ALUMINUM, SPACED MAXIMUM 12" O.C. ON HORIZONTAL RAILS AND ON VERTICAL POSTS.4.CONTRACTOR TO VERIFY UTILITY LOCATIONS AND FIELD ALTER POST LOCATIONS AS NEEDED. CORE DRILL CONCRETE WITH 3. 5" BIT, DRIVE POSTS TOAMIN DEPTH OF 42".SEAL AROUND POST WITH GREY SILICONE CAULK 7 LOUCKS filename.dwgSCALE: NTS DECORATIVE STONE RIP RAP PLANTINGS OR SOD SEE PLAN GEO- TEXTILE FABRIC UNDISTURBED OR COMPACTED SUBGRADE PLANTING SOIL ANGULAR RIP RAP - HAND PLACE ROCKS TO MINIMIZE VOID SPACES. INFILL VOID SPACES WITH MATCHING SMALLER ROCK TO TO ENSURE NO FABRIC IS VISIBLE.EDGING WHEN ADJACENT TO PLANTINGS OR TURF 11 ROCK MAINTENANCE STRIP Rock Maintenance Strip 24". dwg LANDSCAPE EDGING - SEE SPECS GEOTEXTILE WOVEN LANDSCAPE FABRIC ROCK MULCH -SEE SPECS VARIESBUILDINGWALLSOD SCALE: NTS LOUCKS12 L3.1 LANDSCAPE DETAILS 8' VINYL COATED PEDESTRIAN GATE LOUCKS filename.dwgSCALE: NTS NOTES: 4. GATES TO HAVE KEYCARD READER CAPABILITIES. 3. FOOTING WIDTH TO BE (4)X POST WIDTH.OPENING VARIES-REFER TO PLAN 2 1/2"2 1/4" 1"2"8'-0"2.875" LATCH POST- GALVANIZED PIPE WITH BLACK POLYVINYL CHLORIDE COATING VINYL COATED CHAIN LINK FABRIC 2" GATE FRAME (TYP. 4 SIDES) -GALVANIZED PIPE WITH BLACK POLYVINYL CHLORIDE COATING TENSION BAR (TYP. 4 SIDES) KEYCARD READER AND SECURITY HARDWARE TO BE COORDINATED WITH OWNER'S SECURITY TEAM.ALL JOINTS WELDED TO MAKE A SOLID FRAME 2 1/2"1. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH 2. DO NOT SCALE DRAWINGS.MIN. DEPTH 42"MANUFACTURER'S SPECIFICATIONS.HINGE POST- GALVANIZED PIPE WITH BLACK POLYVINYL CHLORIDE COATING.POST SIZE BASED ON GATE WIDTH - REFER TO SPECS 8 AEGIS II ORNAMENTAL STEEL FENCE WITH 3 RAILS AND MAJESTIC PICKET LOUCKS SCALE: NTS filename.dwg 1" x 14GA. SQUARE PICKET CONFIRM POST SIZE WITH MNFR.COMPACTED OR UNDISTURBED GRADE NOTES:VARIES - SEE PLAN 3'-6"4'-0"334" EXTEND CONCRETE FOOTING TO BELOW FROST DEPTH2"1 3/4" FORERUNNER RAIL 1 3/ 4" FORERUNNER RAIL 3. CONTRACTOR TO VERIFY UTILITY LOCATIONS AND FIELD ALTER POST LOCATIONS AS NEEDED.AEGIS II ORNAMENTAL STEEL FENCE WITH 3 RAILS AND MAJESTIC PICKET FROM AMERISTAR FENCE. www.ameristarfence.com 1- 888-333-3422 10"2. COLOR TO BE BLACK 'NO MAR'POLYESTER FINISH 1. CONFIRM POST SIZES WITH MANUFACTURER'S WIND LOADING CHARTS 10CAPITOL BIKE RACK NOTE:1. BIKE RACK TO BE FORMS+SURFACESCAPITOL BIKE RACK.2.COLOR TO BE ALUMINUM STANDARD TEXTURE 3.PROVIDESHOP DRAWINGS AND COLOR SAMPLES FOR OWNER FINAL COLOR SELECTION MOUNTING ANCHORS LOUCKS filename.dwgSCALE: NTS 9 8' VINYL COATED CHAIN LINK DOUBLE GATE LOUCKS filename.dwgSCALE: NTS 8'-0"8'-0"8'- 0" 1"4'-0"2"18"6"12" 12" ALL GATE SECURITY HARDWARE AND CONFIGURATION TO BE COORD. BY OWNER TRUSS CABLE W/ TIGHTENER FABRIC MESH: 2 OUNCE BLACK POLYVINYL CHLORIDE BONDED OVER ZINC COATED WIRE CONFORMING TO ASTM F668, 9 GAUGE, 1"MESH NOTES:1.END & CORNER POSTS SHALL BE SET 48" INTO A 12" DIA. CONCRETE FOOTING LINE POSTS SHALL BE SET 42" INTO A 8" DIA. CONCRETE FOOTING.2.ALL FITTINGS SHALL BE GALVANIZED BLACK POLYVINYL CHLORIDE COATED PRESSED STEEL. 3. ATTACHMENT E 722968 35065STC NORTHKEY 725971 726972 727973 728974