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CAS-21_PLANNING CASE NO. 2020-21 8941 CROSSROADS BOULEVARD FOR AUTOMOTIVE REPAIR SHOP PUD AMENDMENT, CUP, VARIANCES, SPRAI-Jaff, Sharmeen From: Angie Stenson <astenson@co.carver.mn.us> Sent: Thursday, February 11, 2021 1:51 PM To: Rojer, Jacob'; Dan McCormick Cc: Jones, Christian; Darin Mielke; Chad Braun; AI-Jaff, Sharmeen; Henricksen, Erik Subject: RE: 8941 Crossroads Blvd - County Review Hi Jacob, Thank you for completing the requested trip generation memo. This memo meets the recommended condition for the PUD amendment and Conditional Use Permit for Christian Brothers Automotive as specified in item 2.a. in the memo dated 9/25/20 from Carver County Public Works. Arai& $few50wAICP I Sr. Transportation Planner Carver County Public Works Mobile 612.360.7422 1 Email astenma@co.carver mn us From: Rojer, Jacob <Jacob.Rojer@kimley-horn.com> Sent: Monday, February 08, 20219:49 AM To: Dan McCormick <dmccormick@co.carver.mn.us> Cc: Jones, Christian <Christian.Jones@kimley-horn.com>; Angie Stenson <astenson@co.carver.mn.us>; Darin Mielke <dmielke@co.carver.mn.us>; Chad Braun <cbraun@co.carver.mn.us> Subject: RE: 8941 Crossroads Blvd - County Review This email was received from outside of Carver County Good Morning, I wanted to reach out to the group and see if you have had an opportunity to review the attached Trip Generation Memo or if you have an anticipated timeframe for the review. Please do not hesitate to reach out if there are any questions. Thanks! Jacob Rojer, P.E. K!mley-Horn 1 767 Eustis Street, Suite 100, St. Paul, MN 55114 Direct: 612 503 8543 Connect with us: Twitter I Linkedln I Facebook I Instaoram I Kimlev-Horn.com Celebrating 13 years as one of FORTUNE'S 100 Best Companies to Work For From: Dan McCormick <dmccormick@co.carver.mn.us> Sent: Tuesday, January 19, 2021 10:57 AM To: Rojer, Jacob <Jacob.Roier@kimley-horn.com> Cc: Jones, Christian <Christian.JonesCa)kimlev-horn.com>; Angie Stenson <astenson@co.carver.mn.us>; Darin Mielke <dmielke@co carver mn us>; Chad Braun <cbraun@co.carver.mn.us> Subject: RE: 8941 Crossroads Blvd - County Review Jacob, Thanks very much. I've copied other staff on the County's development review team. Dan McCormick PE PTOE I Traffic Services Supervisor Carver County Public Works From: Rojer, Jacob <Jacob.Ro!er@kimlev-horn.com> Sent: Friday, January 15, 2021 2:08 PM To: Dan McCormick <dmccormick@co.carver.mn.us> Cc: Jones, Christian <Christian.Jones@kimlev-horn.com> Subject: RE: 8941 Crossroads Blvd - County Review This email was received from outside of Carver County Afternoon Dan, Attached is the trip generation/roadway capacity memo for the proposed Christian Brothers Automotive at 8941 Crossroads Boulevard. Let me know if you have any questions/comments. Thanks! Jacob Rojer, P.E. K!mley-Hom 1 767 Eustis Street, Suite 100, St. Paul, MN 55114 Direct: 612 503 8543 Connect with us: Twitter I Linkedln I Facebook I Instaaram I Kimley-Horn.com Celebrating 13 years as one of FORTUNE's 100 Best Companies to Work For From: Dan McCormick <dmccormick@co.carver.mn.us> Sent: Friday, November 6, 2020 7:28 AM To: Jones, Christian <Christian.Jones@kimlev-horn.com> Cc: Angie Stenson <astenson@co.carver.mn.us>; Joan Guthmiller <iuthmiller@co.carver.mn.us>; Rojer, Jacob <Jacob.Roier@kimlev-horn.com>; Brandt, Mike <mike.brandt@kimlev-horn.com> Subject: Re: 8941 Crossroads Blvd - County Review Hi Christian, The intent is to document the level of difference or consistency with the original PUD and original traffic study. The memo should include a comparison of the trip generation and then also refer to the findings of the original traffic study. No detailed Synchro is needed if already provided in original study and reasonably consistent. The daily traffic on adjacent highways should also be compared from the original study and now or future condition from the original study, excluding this year's overall lower numbers. I would expect the design and lane capacity of the highway intersections haven't changed from original but if so a note or level of service prediction of some kind may be needed. Reference or sourcing to the original application would be helpful if available. Hope this helps and not too onerous. Dan McCormick PE PTOE I Traffic Services Supervisor Carver County Public Works On Nov 5, 2020, at 8:59 PM, Jones, Christian <ChristianJones@kimley-horn.com> wrote: This email was received from outside of Carver County Hello, My name is Christian Jones with Kimley-Horn & Associates and we are the civil engineering consultant partnering with Christian Brothers Automotive for the proposed development at 8941 Crossroads Boulevard in Chanhassen. We have reviewed the County's comment letter and are seeking further clarification for what is requested. I've attached the comment letter for reference. We had originally anticipated completing a trip generation memorandum comparing the proposed CBA development to the previously assumed land use and providing a distribution of the traffic. The comments mentioned that the traffic memo should also provide the expected level of service at the adjacent intersections. Does this mean that a full operational analysis should be completed with Synchro/SimTraffic at CSAH 101 & Crossroads Boulevard and CSAH 18 & Crossroads Boulevard? If so, does the County have recent turning movement counts at these intersections? We appreciate your consideration and assistance with this project and look forward to working with you. Thank you, Christian Jones, EIT (IA) I Analyst Kimley-Horn 1 767 Eustis Street, Suite 100, St. Paul, MN 55114 Direct: 763.251.1016 1 Mobile: 515.450.8383 Conned with us: Twitter I Linkedln I Facebook I Instagram Celebrating 11 years as one of FORTUNE's 100 Best Companies to Work For <CountyPW Review_20-018_GatewayPUD_2020-09-25.pdf> nTY OF CHAAASSEN Chanhassen is a Community for Life - Providing for Today and Planning for Tomorrow December 16, 2020 Christian Jones Kimley-Horn & Assoc., Inc. 767 Eustis Street, Suite 100 St. Paul, MN 55114 Re: Christian Brothers Automotive — Planning Case 2020-21 Dear Mr. Jones: This letter is to formally notify you that on December 14, 2020, the Chanhassen City Council adopted the following motions: PLANNED UNIT DEVELOPMENT AMENDMENT "The City Council approves the Planned Unit Development amendment in the attached ordinance for Chanhassen Gateway allowing Automotive Repair shops with the following standards: "Automotive Repair Shop on Lot 3, Block 1, with the following standards: o No unlicensed or inoperable vehicles shall be stored on -premises except in appropriately designed and screened storage areas. o All repair, assembly, disassembly and maintenance of vehicles shall occur within closed building except minor maintenance including, but not limited to, tire inflation, adding oil and wiper replacement. o No public address system. o No sales, storage or display of used automobiles or other vehicles such as motorcycles, snowmobiles, or all -terrain vehicles. o Disposal of vehicle fluids shall comply with PCA regulations. o Facilities for the collection of waste oil must be provided. o All service/garage doors shall be screened. o The building architecture shall complement surrounding buildings." SITE PLAN APPROVAL "The City Council approves the site plan consisting of a 5,100 square -foot automotive repair shop, Planning Case 2020-21 as shown in plans dated "Received October 30, 2020", including the attached Findings of Fact and Decision, subject to the following conditions: PH 952.227.1100 • www.ci.chanhassen.mn.us • FX 952.227.1110 7700 MARKET BOULEVARD • PO BOX 147 - CHANHASSEN • MINNESOTA 55317 Christian Brothers Automoo is December 14, 2020 Page 2 Environmental Resources Conditions: 1. All existing trees on site to be saved during construction shall be protected at all times by tree preservation fencing. Trees that are damaged or dead will be replaced. Engineering: 1. The applicant shall provide a traffic control plan for review and approval for the removal and restoration of the original access had from Crossroads Boulevard prior to commencement of construction activities on -site. 2. The applicant shall pay the appropriate sanitary sewer and water trunk k hook-up fees at the time of building permit issuance. These fees are based on the number of SAC units assigned by the Met Council and are due at the time of building permit issuance. The 2020 rates are $2,302.00/unit and $7,974.00/unit for sanitary sewer and water, respectively. 3. Prior to commencement of any construction activities, a copy of all required permits from the appropriate regulatory agencies shall be provided to the city which shall include, but is not limited to: the Minnesota Department of Health, the Minnesota Department of Transportation, the Metropolitan Council Environmental Services, the Minnesota Pollution Control Agency, Riley Purgatory Bluff Creek Watershed, etc. Water Resources: 1. The applicant has provided an erosion and sediment control plan as required by Chapter 19- 145 of the City Code. The applicant shall update the plans to include the city's Water Resources Coordinator as the contact on the plans (Matt Unmacht, Water Resources Coordinator, 952-227-1168). 2. The applicant shall evaluate and analyze that the impervious surface from this site will not inundate or negatively impact the downstream MnDOT facility based on new rainfall requirements (TP-40 vs. NOAA Atlas 14). This analysis must be provided to the city under separate cover. Planning: 1. Approval of the site plan shall be contingent upon approval of the Planned Unit Development amendment to allow Automotive Repair shops. 2. All rooftop and ground equipment must be screened from views. 3. Sign illumination and design shall comply with ordinance. Christian Brothers AutoGive • December 14, 2020 Page 3 4. The exterior material for the trash enclosure must be of the same exterior material as the building. Recycling space and other solid waste collection space should be contained within the same enclosure. 5. The monument sign may not exceed 24 square feet in area nor be higher than five feet. The sign shall be located 10 feet from the property line. A sign permit is required before construction of the sign. 6. Sign illumination and design shall comply with ordinance. 7. Recycling space and other solid waste collection space should be contained within the same enclosure as the trash. 8. Any prior approvals for a bank building on the subject site shall be null and void. 9. No unlicensed or inoperable vehicles shall be stored on -premises except in appropriately designed and screened storage areas. 10. All repair, assembly, disassembly and maintenance of vehicles shall occur within closed building except minor maintenance including, but not limited to, tire inflation, adding oil and wiper replacement. I I. No public address system. 12. No sales, storage or display of used automobiles or other vehicles such as motorcycles, snowmobiles, or all -terrain vehicles. 13. Disposal of vehicle fluids shall comply with PCA regulations. 14. Facilities for the collection of waste oil must be provided. 15. All service/garage doors shall be screened. A Site Plan Agreement must be prepared by our office for recording; however, cost estimates for the improvements must be submitted to our office before the Agreement can be prepared. If you have any questions, please contact me at (952) 227-1134 or saliaff@ci.chanhassen.mn.us. Sharmeen Al-Jaff Senior Planner c: Chrystal Seelhammer, Kraus -Anderson Inc. ec: Erik Henricksen, Project Engineer Eric Tessman, Building Official 9:\plen\2020 planning ceses\20-21 8941 crossmads blvd (christimt bros eut motive)kevised documents 10-30-20\approval letter.doc • 0 PC J�� G _ �, CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA FINDINGS OF FACT AND RECOMMENDATION (APPROVAL) IN RE: Application of Kimley-Horn & Assoc. Inc. for the following: 1. Planned Unit Development Amendment to the existing standards — Chanhassen Gateway. 2. Site Plan Review for the construction of a 5,100 square foot Automotive Repair Shop (Building 4E). On December 1, 2020, the Chanhassen Planning Commission met at its regularly scheduled meeting to consider the application of Kimley-Horn & Assoc. Inc. for a Planned Unit Development Amendment and Site Plan Review (Planning Case 2020-21). The Planning Commission conducted a public hearing on the proposed Site Plan and Planned Unit Development Amendment preceded by published and mailed notice. The Planning Commission heard testimony from all interested persons wishing to speak and now makes the following: FINDINGS OF FACT 1. The property is currently zoned Planned Unit Development -Mixed Use, PUD-Mixed Use. 2. The property is guided in the Land Use Plan for Mixed Use. 3. The legal description of the property is Lot 3, Block 1, Crossroads of Chanhassen. 4. The Zoning Ordinance directs the Planning Commission to consider six (6) possible adverse effects of the proposed amendment. The six (6) effects and our findings regarding them are: a) The proposed action has been considered in relation to the specific policies and provisions of and has been found to be consistent with the official City Comprehensive Plan. Findine: The site is guided mixed use (residential and neighborhood commercial). An Automotive Repair Shop will add a convenience to the area. The architectural design of the structure complements and blends well with surrounding buildings. b) The proposed use is or will be compatible with the present and future land uses of the area. Findin : The proposed use is and will be compatible with the present and future land uses of the area through the implementation of the design standards, landscaping, architecture, etc. c) The proposed use conforms to all performance standards contained in the Zoning Ordinance. Finding: The proposed use will conform to all performance standards contained in the Zoning Ordinance such as design standards, signage, durable materials, uses, etc. d) The proposed use will not tend to or actually depreciate the area in which it is proposed. Finding: The proposed use is intended to meet the daily needs of the area. It could potentially add convenience to the homeowners in the area. e) The proposed use can be accommodated with existing public services and will not overburden the city's service capacity. Finding: The site is located within the Municipal Urban Service Area. The proposed use can be accommodated with existing public services and will not overburden the city's service capacity. f) Traffic generation by the proposed use is within capabilities of streets serving the property - Finding: Traffic generation by the proposed use is within capabilities of streets serving the property. 5. In evaluating a site plan and building plan, the City shall consider the development's compliance with the following: (1) Consistency 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; (2) Consistency with this division; (3) Preservation of 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 areas; (4) Creation of 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; (5) Creation of 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; 0 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. (6) Protection of 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. Finding; The proposed development creates a harmonious relationship with existing and future buildings. It provides a compatible visual relationship. Approval of this site plan is contingent upon approval of the permitted uses of the Planned Unit Development ordinance to allow auto repair shops with standards. 6. The planning report #2020-21, dated December 1, 2020, prepared by Sharmeen Al-Jaff, et al, is incorporated herein. RECOMMENDATION The Planning Commission recommends that the City Council approve the Planned Unit Development Amendment to the Chanhassen Gateway PUD and Site Plan for an automotive repair shop (Building 4E). ADOPTED by the Chanhassen Planning Commission this 1 at day of December 2020. CHANHASS N PL G COM ISSION BY: Steven Weick, Chai an giplan\2020 planning cases\20-21 8941 cn moads blvd (clvistian bros automotive)\revised documents 10-30-20\findings of fact approval.doc Notice of Public Hearing • ChOssen Planning Commission Meeting December 1, 2020 at 7:00 p.m. This hearing may not start until later in the evenin , de ndin on the order of the a enda. City Hall Council Chambers, 7700 Market Blvd. "Time:Tuesday, The purpose of this hearing is to consider a request for an amendment to the Chanhassen Gateway PUD to allow Automotive Repair Shops; and an amendment to the Crossroads of Chanhassen Site Plan with variances for the construction of a 5,100 sf automotive repair shop (Building 4E). Zoned Planned Unit Development PUD . Applicant: Kimley-Hom & Associates, Inc. Property Owner: Kraus -Anderson & Associates Property g1. roads Boulevard (SE of Crossr ds Blvd.) Location: A'ioea iaQ is on the reverse side of this�ce. The pu lib of this public hearing is to in you about the applicant's request and to obtain input fro+ the neighborhood about this project. During the meeting, th . hair will lead the What Happens public hearing through the following steps: at the Meeting: 1. Staff will give an overview of the proposed project. 2. The applicant will present plans on the project. 3. Comments are received from the public. 4. Public hearing is dosed and the Commission discusses the project. If you want to see the plans before the meeting, please visit the city's projects web page at: www.ci.chanhassen.mn.usf202O-21. If you wish to talk to someone about this project, please contact Sharmeen AI-Jaff by Questions & email at SAI-Jaff(&ci.chanhassen.mn.us or by phone at 952-227- Comments: 1134. If you choose to submitwritten comments, please send one copy to staff in advance of the meeting. Staff will provide copies to the Commission. The staff report for this item will be available online on the project web site listed above the Thursday prior to the Plannin Commission meetin . NEWT Sign up to receive email and/or text notifications when meeting agendas, packets, minutes and videos are4ploaded to the city's website. Go to www.ci.chanhassen.mmus/noti me to sign up! Ciry Review Pmcedure: • Subdivisions. Planned Unit Developments, Site Plan Renews, Conditional and Interim Uses, Welland! Alterations. Rezonirgs, Comprehensive Plan Mtentlments and Code Amendments require a public hearing before Me Planning Commission. City ordinal require all property within 500 feet of the subject site to be notified of the application in writing. My interested Party is Invited to attend the meeting. • Staff prepares a report on Me subject application Mat includes all penme s information an0 a recommendation. These reports are available by request. At Me Planning Commission sleeting. staff will give a verbal overview of the report and a recommendation. The item will he opened for Me public to speak about the proposal as a part of the hearing process. The Commission will dose the Public hearing and discuss the item and make a recommendation to the City Cotmcil. The City Counpl may reverse, affirm or modify wholly or partly the Planning Commission's recommendation. Rezori ngs, lard use and code amendments take a simple majority vote of the City Cwnal except rezonings and land use amendments from residential to commemalln dustrial. • Minnesota State Statute 519.99 requires all app iwtkms to be processed w Min 00 days unless the applicant waives this standard. Some applications due to their complexity may take several months to complete. My person wishieg to follow an item through the process should check with the Planning Department regarding its status and scheduling for Me City Council meeting. • A neighborhood spokespersonlrepresentative is encouraged to provide a contact for the mt, Often developers are encouraged to meet with the neighbarhood regarding Mail proposal Staff is also available to review the project with any interested pemon(s). • Bemuse the Planning Commission holds the public hearag, the City Counal does not. Minutes are taken and any correspondence regarding the application will be Induced! in Me report to the City Counal. I you wish to have something to ce moluded in the report, lease contact the Planning Staff Person named an the notification. This map is neither a legally recorded map nor a survey and is not intended to be used as one. This map is a compilation of record '^tonnation and data located in various city, county, state and federal offices acc olner sources regarding the area shown, and is to be used for reference purposes only. The City does not warrant that the Geograp Information System (GIS) Data used to prepare this map are error free, and the City do not represent that the GIS Data can be used for navigational, tracking or any till purpose requiring exacting measurement of distance or direction or precision in I depiction of geographic features. The preceding disclaimer is provided pLusuanl Minnesota Statutes §466.03, Subd. 21 (2000), and the user -of this map acknowledg that the City shall not be liable for any damages, and expressly waives all claims. a agrees to defend, indemnify, and hold harmless the£. [am�pr�i j+� ty by User, its employees or agents, or third parties wh e_ -df t[� s 55 use of data provided. = C t,ITwB'' MN 553 e=a a Zn� 3 L Z PITN[V iOW[i 0000939643 NOV N MAILED FROM ZIP CODE 55317 City of Chanhassen 7700 Market Boulevard PO Box 147 Chanhassen, MN 55317 n l(�a3�ao 1 C0 rro.d- i L_ NIXIE 553 PE 1 0011/22/20 RETuRN TO SENDER NOT DELIVERABLE AS ADDRESSED UNABLE TO FORWARD 3C: 55317014747 *2378-91310-19-44 1 1 111 11 .. 1 11 {{{1 111. 1.1 1.111 .1 1 111 0 CITY OF CHANHASSEN CARVER & HENNEPIN COUNTIES NOTICE OF PUBLIC HEARING PLANNING CASE NO. Z020-21 NOTICE IS HEREBY GIVEN that the Chanhassen Planning Commission will hold a public hearing on Tuesday, December 1, 2020 at 7:00 p.m. in the Council Chambers in Chanhassen City Hall, 7700 Market Blvd. The purpose of this hearing is to consider a request for an amendment to the Chanhassen Gateway PUD to allow Automotive Repair Shops; and an amendment to the Crossroads of Chanhassen Site Plan with variances for the construction of a 5,100 sf automotive repair shop Building 4E) on property located SE of Crossroads Boulevard, 8941 Crossroads Blvd. Zoned Planned Unit Development (PUD). Applicant: Kimley-Horn & Associates, Inc. / Property Owner. Kraus -Anderson & Associates. A plan showing the location of the proposal is available for public review on the city's web site at wwwa.chanhassen. mn.us/2020-21 or at City Hall during regular business hours. Ali interested persons are invited to attend this public hearing and express their opinions with respect to this proposal Sharmeen AIJaff Senior Planner Email: SA1-Jaff4 ci.chanhassen.mn.us Phone: 952-227-1134 (Published in the Chanhassen Villager on Thursday, November 19, 2020; No. 4954) Affidavit of Publication Southwest News Media State of Minnesota) )SS. County of Carver ) Laurie A. Hartmann, being duly swom, on oath says that she is the General Manager the news- papers known as the Chaska Herald and the Chanhassen Villager and has full knowledge of the facts herein stated as follows: (A) These newspapers have complied with the requirements constituting qualification as a legal newspaper, as provided by Minnesota Statute 331A.02, 331A.07, and other applicable laws, as amended. (B) The printed public notice that is attached to this Affidavit and identified as No.V95- was published on the date or dates and in the newspaper stated in the attached Noti a and s2lid Notice is hereby incorporated as part of this Affidavit Said notice was cut from the columns of the newspaper specified. Printed below is a copy of the lower case alphabet from A to Z, both inclusive, and is hereby acknowledged as being the kind and size of type used in the composition and publication of the Notice: abcdefghijkhnnopgrstuvwxyz Laurie A. Hartmann Subscribed and swam before me on this _play of2020 C14 JYMMEJEANNETTEB.ARK NOTARY PUBLIC - MINNESOTA No blic MY COMMISSION EXPIRES 01131i23 RATE INFORMATION Lowest classified rate paid by commercial users for comparable space.... $31.20 per column inch Maximum rate allowed by law for the above matter ................................. $31.20 per column inch Rate actually charged for the above matter ............................................... S14.03 per column inch SCIM %1 %o ►1 am O Cc: AI-Jaff, Sharmeen <SAI-1aff@ci.chanhassen.mn.us> Subject: Agency Review Request - 8941 Crossroads Blvd Attached please find an Agency Review Request to consider a request for an amendment to the Chanhassen Gateway PUD-Planned Unit Development to allow Automotive Repair Shops as a Conditional Use Permit; and an Amendment to the Crossroads of Chanhassen Site Plan with variances and a Conditional Use Permit for the construction of a 5,100 sf. automotive repair shop (Building 4E) on property zoned PUD-Planned Unit Development and located SE of Crossroads Boulevard, 8941 Crossroads Boulevard (Lot 3, Block 1, Crossroads of Chanhassen). Applicant: Kimley-Horn & Associates, Inc. Project documents can be found at www.ci.chanhassen.mn.us/2020-21. Please review and respond to Sharmeen AI-Jbff no later than Thursday, September 24, 2020. ,Replies to this email will be automatically sent to Sharmeen. . Thank you! Jean Steckling © Senior Administrative Support Specialist CITY OF CHANHASSEN PH. 952.227.1106 FX. 952.227.1110 ww .ci.chanhassen.mn.us This communication is the property of CenturyLink and may contain confidential or privileged information. Unauthorized use of this communication is strictly prohibited and may be unlawful. If you have received this communication in error, please immediately notify the sender by reply e-mail and destroy all copies of the communication and any attachments. COMMUNITY DEVELOPMENT DEPARTMENT Planning Division — 7700 Market Boulevard OF CIIANNSEN Mailing Address — P.O. Box 147, Chanhassen, MN 55317 CITY Phone: (952) 227-1130 / Fax: (952) 227-1110 AGENCY REVIEW REQUEST LAND DEVELOPMENT PROPOSAL respondPlease review and ..deadline Agency Review Request Date: Agency Review Response Deadline: Date Application Filed: September 10, 2020 September 24, 2020 September 4, 2020 Contact: Contact Phone: Contact Email: Sharmeen AI-Jaff 952-227-1134 saljaff@ci.chanhassen.mn.us Senior Planner Planning Commission Date: City Council Date: 60-Day Review Period Deadline: October 6, 2020 at 7:00 p.m. October 26, 2020 at 7:00 p. m. November 3, 2020 Application: Request for an amendment to the Chanhassen Gateway PUD-Planned Unit Development to allow Automotive Repair Shops as a Conditional Use Permit; and an Amendment to the Crossroads of Chanhassen Site Plan with variances and a Conditional Use Permit for the construction of a 5,100 sf. automotive repair shop (Building 4E) on property zoned PUD- Planned Unit Development and located SE of Crossroads Boulevard, 8941 Crossroads Boulevard (Lot 3, Block 1, Crossroads of Chanhassen). A lioant: Kimle -Horn & Associates, Inc. PlanningCase: 2020-21 Web Page: www.ci.chanhassen.mn.us/2020-21 In order for staff to provide a complete analysis of issues for Planning Commission and City Council review, we would appreciate your comments and recommendations concerning the impact of this proposal on traffic circulation, existing and proposed future utility services, storm water drainage, and the need for acquiring public lands or easements for park sites, street extensions or improvements, and utilities. Where specific needs or problems exist, we would like to have a written report to this effect from the agency concerned so that we can make a recommendation to the Planning Commission and City Council. Your cooperation and assistance is greatly appreciated. City Departments: Federal Agencies: Adjacent Cities: ❑ Attorney ❑ Army Corps of Engineers ❑ Chaska ® Building Official ❑ US Fish & Wildlife ❑ Eden Prairie ® Engineer ❑ Jackson Township ® Fire Marshal Watershed Districts: ❑ Minnetonka ® Forester El Shorewood ❑Carver County WMO El Victoria ® Park Director MN River ® Water Resources ❑ Lower aha Creek ❑ M ❑ ® Riley -Purgatory -Bluff Law Enforcement ley -Purgatory -Bluff Creek Adiacent Counties: Carver County Agencies: ❑ Hennepin Utilities: ❑ Scott ❑ Community Development ® Cable TV — Mediacom ® Engineer School Districts: ❑ Environmental Services ® Electric — Minnesota Valley ❑ Historical Society ❑ Electric — Xcel Energy ❑ Eastern Carver County 112 ❑ Parks ❑ Magellan Pipeline ❑ Minnetonka 276 ElSoil &Water Conservation District ® Natural Gas — CenterPoint Energy ® Phone — CenturyLink Other Agencies: State Agencies: ❑ Hennepin County Regional Railroad ❑ Board of Water & Soil Resources Authority ❑ MN Landscape Arboretum ❑ Health ❑ Historical Society ti ( r. �— ❑ SouthWest Transit S ��`► D ❑ TC&W Railroad ,G �.- ❑ Natural Resources -Forestry ❑ Natural Resources -Hydrology ❑ Pollution Control ® Transportation NK a,dup ss w�s au i f a r _ g e 3 aue� Ge4a�Z SBSB ae�mOjnr E F� ant}oLu31nv .,:�® i t + s - A Q; uagjoag ue!;slaqa .tz 'A 6 e J yyy 3€ : e4 , d 8 Y 4! e ° e3 IS$ ?P w '�Ag.x"� r pgi�tl z t as- T F ♦ [,C YQSP t`. F 10 ONE Y@ 4g G a •Etl.� pp 3 l. Sg 3e::3i we ag �,a eaa :W49 � xt i M sE. / N 0 u 6 0g w an EL fill L � ♦ S M.0 O r g ooq## Tait! Ta i9 £�� Ygp 2x � m A - Pi ee r Y 6b£ [ Y �a33iA�y$ ze' a "i "All fe3 ��@� * 3 § 3 Y $ !f�L�E ♦ �I S 3 COMMUNITY DEVELOPMENT DEPARTMENT Planning Division — 7700 Market Boulevard Mailing Address — P.O. Box 147, Chanhassen, MN 55317 Phone: (952) 227-1130 / Fax: (952) 227-1110 CONDITIONAL USE PERMIT APPLICATION CHECKLIST Per Chanhassen City Code Section 20-231 CITY OF CHAKNASSEN IApplications will be processed only if all requested items are submitted Prior to filing an application for a conditional use permit, the applicant shall attend a conference with city staff. The application shall include the following: (1) Completed Application Form. (2) Evidence of ownership or an interest in the property. (3) Application fee to include the following: Type Fee Conditional Use Permit (single-family residence) $325 Conditional Use Permit (all others) $425 Notification Sign $200 Document Recording Escrow $50 Property Owners' List within 500' of subject property (City to generate, fee determined at pre-applieafion meeting) $3 per address (4) Complete site plan submittal, if required. (5) Compliance with Conditional Use Permit Standards in Chapter 20, Article IV, Division 3 (Agricultural and Residential Districts), and Division 4 (Business, Office, Institutional and Industrial Districts). (6) Statement of compliance with the following 12 general standards for a conditional use permit: a. Will not be detrimental to or endanger the public health, safety, comfort, convenience or general welfare of the neighborhood or the city. b. Will be consistent with the objectives of the citys 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. 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. I. Will meet standards prescribed for certain uses as provided in this article. KimleyoHorn September 4, 2020 City of Chanhassen 7700 Market Boulevard, P.O. Box 147 Chanhassen, MN 55317 Attention: Sharmeen AI-Jaff, City Planner RE: Proposed Christian Brothers Automotive — Conditional Use Permit Christian Brothers Automotive is applying for a Conditional Use Permit (CUP) for the proposed light automotive repair for the property described in Exhibit A. This narrative provides an overview of the project, legal description and PIN for the property, compliance with current zoning, and stormwater management. Proposed Development Overview The project will consist of a ±5,100 square foot light automotive repair facility. The project will be located within the Crossroads of Chanhassen development. Construction will consist of grading the Site, construction of an underground and above ground stormwater management area, utilities, parking, landscaping, and the proposed building with lighting. The property is currently a vacant lot with Crossroads Blvd. to the west, private shared access drives to the north and south, and an existing gas station development to the east. Two private driveway entrances are proposed to serve the site from the north and the south. The automotive repair facility use is not listed as a permitted use as part of the existing Planned Unit Development, though an application for amendment to the Planned Unit Development is being filed to include automotive repair as a conditional use. There are general conditions that must be met for all Conditional Use Permits as follows: - Will not be detrimental to or endanger the public health, safety, comfort, convenience, or general welfare of the neighborhood or the city The proposed use will revitalize the vacant parcel. The proposed use is not anticipated to endanger the public health, safety, or general welfare of the neighborhood or community. The use is consistent with providing a neighborhood service establishment to meet the daily needs of residents. - Will be consistent with the objectives of the City's comprehensive plan The proposed use will maintain the City's land use plan of mixed use for the development area. Kimley>>)Horn Page 2 - 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 The proposed use will be architecturally designed with a color and texture palate and design intent to comply with architectural characteristics of the development. Maintenance and operation of the use is intended to adhere to the standards for the existing planned unit development. Will not be hazardous or disturbing to existing or planned neighboring uses The light automotive repair use does not pose a hazard to the neighboring uses. The proposed building location is at a distance from existing uses to drastically limit, or eliminate, the disturbance to existing neighboring uses. 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; orwill be served adequately by such facilities and services provided by the persons or agencies responsible for the establishment of the proposed use The proposed use is adequately served by existing public and private utilities on site. Refuse disposal and public services are provided to the proposed site. - Will not create excessive requirements for public facilities and services and will not be detrimental to the economic welfare of the community The planned unit development has been designed to accommodate public facilities for the proposed use and will be beneficial to the economic welfare of the community. - 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 The proposed development does not involve activities or conditions of operation detrimental to the surrounding property, or their occupants, due to excessive traffic, noise, smoke fumes, etc. The proposed development provides adequate separation from residential neighborhoods. Will have vehicular approaches to the property which do not create traffic congestion or interfere with traffic or surrounding public thoroughfares Entrances to the property are provided from private access roads to the existing development from the north and south side of the site. Sufficient space is provided for vehicular ingress and egress from the site. - Will not result in the destruction, loss or damage of solar access, natural, scenic or historic features of major significance Kimley>>)Horn Page 3 The proposed use does not result in limited solar access orsigniffcant scenic or historic features. The proposed site is a vacant lot previously developed with the intent of providing future commercial development. - Will be aesthetically compatible with the area The proposed use will be architecturally designed with a color and texture palate and design intent to comply with architectural characteristics of the development. The choice of architectural elements has been carefully chosen to reflect the design intent of the planned unit development. - Will not depreciate surrounding property values The proposed use is not anticipated to diminish or reduce property values of the surrounding area. - Will meet standards prescribed for certain uses as provided in this article The proposed use meets and adheres to standards and guidelines outlined for auto repair shops. Property Legal Description and PIN (PER CHICAGO TITLE INSURANCE COMPANY COMMITMENT FOR TITLE INSURANCE COMMITMENT NO. 302723, COMMITMENT DATE MARCH 23, 2020) LOT 3, BLOCK 1, CROSSROADS OF CHANHASSEN, CARVER COUNTY, MINNESOTA PARCEL ID NUMBER: 252480030 Stormwater Management Stormwater management will be provided by an underground stormwater system as well as a filtration basin. The system will be designed to meet the Riley/Purgatory/Bluff Creek Watershed requirements for treating 1.1 inches of rainfall over the impervious area. Please contact me at (763) 251-1016 or chdstian.iones(cDkimlev-hom.com should you have any questions or comments. Sincerely, Christian Jones Project Manager �i i 111 q i / / ��/ __/; .' T`� .. mac. ~'. • . v� ° -- L PROPERTY SUMMARY 8941 CROSSROADS BLVD ZONING SUMMARY EIUSTING ZONING P NEDUNROEVELOPMENT PROPOSED ZONING PIAM UNITDEVELOPMENT PARKING SETBACKS CROSSROADS BLVD=W INTERNAL PROJECT ROADS=0' BUILDING SETBACKS CROSSROADS BLVD=W INTERNAL PROJECT ROADS=& SREAREA D.w AC 4 Kn wnarsbelow. Call before you dig. al0 M� W X LLI z IL O U � D z Z Q y p W OLL S F Q' °0 F O y> 0m rcmE z wzp } V y Q w Q Z 00 N = i g L) a IN FEET - ems. IF a I Ex -A COMMUNITY DEVELOPMENT DEPARTMENT Planning Division — 7700 Market Boulevard Mailing Address — P.O. Box 147, Chanhassen, MN 55317 Phone: (952) 227-1130 / Fax: (952) 227-1110 VARIANCE APPLICATION CHECKLIST CITE OF CBANHASSEN Applications will be processed only if all requested items are submitted Prior to filing an application for a variance, the applicant shall attend a conference with city staff. The application shall include the following: (1) Completed Application Form. (2) Evidence of ownership or an interest in the property. (3) Application fee to include the following: Type Fee Variance $200 Notification Sign $200 Document Recording Escrow $50 Property Owners' List within 500' of subject property (City to generate, fee determined at pre -application meeting) $3 per address (4) Plot plan showing property lines, existing improvements, proposed improvements with setbacks, lot coverage, building height, etc. (5) Written description of variance request. (6) Written justification of how request complies with the findings for granting a variance (pursuant to Section 20-58) as follows: a. Variances shall only be permitted when they are in harmony with the general purposes and intent of this Chapter and when the variances are consistent with the comprehensive plan. b. When there are practical difficulties in complying with the zoning ordinance. "Practical difficulties," as used in connection with the granting of a variance, means that the property owner proposes to use the property in a reasonable manner not permitted by this Chapter. Practical difficulties include, but are not limited to, inadequate access to direct sunlight for solar energy systems. c. That the purpose of the variation is not based upon economic considerations alone. d. The plight of the landowner is due to circumstances unique to the property not created by the landowner. e. The variance, if granted, will not alter the essential character of the locality. f. Variances shall be granted for earth sheltered construction as defined in Minnesota Statutes Section 216C.06, subdivision 14, when in harmony with this Chapter. Kimley>Morn September 4, 2020 City of Chanhassen 7700 Market Boulevard, P.O. Box 147 Chanhassen, MN 55317 Attention: Sharmeen AI-Jaff, City Planner RE: Proposed Christian Brothers Automotive — Variance for Landscaping Requirements Christian Brothers Automotive is seeking a landscape variance for the proposed development at 8941 Crossroads Boulevard, as proposed intent for visual screening of vehicular areas is not met per section 20-1176, 20-1180, and 20-1181 of the Chanhassen Municipal Code. Any open vehicular use areas containing more than 6,000 square feet of area shall provide interior landscaping in accordance with this division in addition to "perimeter" landscaping. Perimeter landscaping along the eastern edge of the proposed vehicular area is not feasible given the proximity of the curb to the existing property line. The use of the adjacent property to the east of the proposed development is an existing fuel station/convenience store. In order to mitigate for this short coming, two additional trees above the required four trees have been provided throughout the proposed site. These two trees are located within the islands immediately adjacent to the proposed bay door locations. Additionally, the existing condition has been improved as trees have been strategically placed in the landscape areas separating the proposed development from the adjacent uses. The intent of the placement of trees within the parking lot islands is to follow the spirit of the code by providing buffering/screening between the proposed use and the adjacent development. Shrubs have also been placed along the landscaped perimeter of the proposed building to provide additional landscaped areas. Please contact me at (763) 251-1016 or christian.ionesakimlev-hom.com should you have any questions or comments. Sincerely, A Christian Jones Project Manager COMMUNITY DEVELOPMENT DEPARTMENT CITY OF CHtANHASSEN Planning Division — 7700 Market Boulevard Mailing Address — P.O. Box 147, Chanhassen, MN 55317 Phone: (952) 227-1130 / Fax: (952) 227-1110 SITE PLAN REVIEW APPLICATION CHECKLIST Per Chanhassen City Code Section 20-109 Applications will be processed only if all requested items are submitted Prior to filing an application for site plan review, the applicant shall attend a conference with city staff. The application shall include the following: (1) Completed Application Form. (2) Evidence of ownership or an interest in the property and recent copy of title commitment (within the last six months). (3) Application fee (to be calculated as follows): Type Fee Calculation Administrative $100 $100 Residential Districts $500 plus $500 + ($5 x $5 perdwellin unit Commercial/Industrial Districts' 'Include number of existing employees: $500 plus $10 per 1,000 square $500+($10x 5100 SF $551 and number of new employees: 10 feet of building area Notification Sign $200 $200 Document Recording Escrow $50 $50 Property Owners' List within 500' of subject property $3 per address $3 x 67 addresses = $201 (Cityto enemte, fee determined at re -application meeting) (4) Seven (7) full-size folded copies, including an 8%" x 11" reduced copy for each plan sheet along with a digital copy in TIFF -Group 4('.tif) format of the following: a. Complete Site Plan, signed by a registered architect, civil engineer, landscape architect or other design professional, to include the following: 1. Name of project. 2. Name, address and telephone number of applicant, engineer, and owner of record. 3. Legal description (certificate of survey will be required). 4. Date proposed, north arrow, engineering scale, number of sheets, and name of drawer. 5. Vicinity map showing relationship of the proposed development to surrounding streets, rights -of -way, easements and natural features. 6. Description of intended use of the site, buildings and structures, including type of occupancy and estimated occupancyload. 7. Existing zoning and land use. 8. Tabulation box indicating: a. Size of parcel in acres and square feet. b. Gross floor area of each building. �"� f-.� • u:' c. Percent of site covered by building. d. Percent of site covered by impervious surface. e. Percent of site covered by parking area. f. Projected number of employees. g. Number of seats if intended use is a restaurant or place of assembly. h. Number of parking spaces required. i. Number of parking spaces provided including handicapped. j. Height of all buildings and structures and number of stories. k. Breakdown of the building area allocated for specific uses, e.g., manufacturing, office, retail, showroom, warehouse, etc. b. Other Required Plans to include the following: 1. Property line dimensions, location of all existing and proposed structures with distance from boundaries, distance between structures, building dimensions and floor elevations. 2. Grading and drainage plans showing existing natural features (topography, wetlands, vegetation, etc.), as well as proposed grade elevations and sedimentation and stormwater retention ponds. Plans shall include runoff and storage calculations for ten-year and 100-year events. If stormwater is proposed to be routed to existing stormwater ponds, documentation shall be provided to demonstrate that the downstream pond is sufficient to accommodate the additional stormwater, erosion, and sediment control plan as listed in section 19-145 of Chanhassen City code. 3. All existing and proposed points of egress/ingress showing widths at property lines, turning radii abutting rights -of -way with indicated centerline, width, paving width, existing and proposed median cuts, and intersections of streets and driveways. 4. Vehicular circulation system showing location and dimension for all driveways, parking spaces, parking lot aisles, service roads, loading areas, fire lanes, emergency access (if necessary), public and private streets, alleys, sidewalks, bike paths, direction of traffic flow and traffic -control devices. 5. Landscaping plan in accordance with the provisions of Article XXV. 6. Location, access and screening detail of trash enclosures. 7. Location and screening detail of rooftop equipment. Screening shall be provided from the perspective of a point six feet high at all adjacent property lines or from a distance of 250 feet, whichever is greater. 8. Location and detail of signage including method of lighting, height, width, sign display area, etc. 9. Lighting location, style, mounting and photometrics. 10. Building elevations from all directions indicating materials and colors. Interior floor plans may be required. 11. Utility plan identifying size and direction of existing water and sewer lines, fire hydrants, distance of hydrant to proposed building. 12. List of proposed hazardous materials, use and storage. 13. Proposed fire protection system. 14. Such other information as may be required by the city. 15. Photocomposite images, artistic renderings, or site elevations which depict the visual impact of the proposed development's design, landscaping, street layout, signage, pedestrian ways, lighting, buildings, or other details that affect land use within the city shall be submitted. Such images and renderings shall be from key vantage points and provide an undistorted perspective of the proposed development from abutting properties, less intensive land uses, and/or from entryway locations. Photorealistic imaging or renderings are the appropriate level of resolution. (5) Within the Highway Corridor (HC) district, the application shall also include: a. Building elevations from all directions, indicating materials, colors and landscaping at installation. b. Building and site views from Highway 5, the appropriate access boulevard (north or south of Highway 5), and any other appropriate arterial or collector roadways. c. Site views showing the relationships of the proposed building or development to adjacent development, including buffered areas. d. Drawings of all significant or atypical site features, such as unusual landscaping, manmade water features other than retention ponds, outdoor sculpture, or other large-scale artwork and other uncommon constructs. e. Sample building materials. f. Sample paving materials, upon the citys request. (6) Within the Bluff Creek Overlay (BCO) district, the application shall also include: a. Identified boundaries of the primary zone and secondary zone on a drawing depicting existing conditions and on a site plan depicting the proposed development pattern. b. Calculations and/or drawings that identify the allowable density (number of units or building coverage) under this Code, including lands lying in the primary and secondary zone. Calculation of allowable density shall specifically exclude lands classified as bluffs, floodplains and designated wetlands. Calculation of allowable impervious cover may include bluffs and floodplains but shall specifically exclude designated wetlands. (7) Building material samples. Kimley>>> Horn Transmittal Date: September 4, 2020 Job Number: 160684005 Project Name: Christian Brothers Automotive— Chanhassen, MN To: City of Chanhassen 7700 Market Boulevard, Chanhassen, MN 55317 Attn: Sharmeen AI-Jaff We are sending these by US Mail FedEx Hand Deliver Courier We are sending you Attached Under separate cover via Shop drawings Prints/Plans Samples Number Date Copy Description UPS Other the following items Specifications Change Order Other 1 09/04/20 7 Architect Plans (full size) 2 09/04/20 1 Architect Plans (8.5"x11") 3 09/04/20 7 Landscape Plans (full size) 4 09/04/20 1 Landscape Plans (8.5"x11") 5 09/04/20 7 Civil Plans (full size) 6 09/04/20 1 Civil Plans (8.5"x11") 7 09/04/20 7 Signing Package (8.5"x11") 8 09/04/20 1 Check for Development Review Application(s) ($1,676) 9 09/04/20 1 Brick Sample 10 09/04/20 1 Signed Development Review Application 11 09/04/20 1 Site Plan Review Application 12 09/04/20 1 1 Project Narrative 13 09/04/20 1 Conditional Use Permit Application and Narrative 14 09/04/20 1 Variance Application and Narrative 15 09/04/20 1 Title Commitment 16 09/04/20 1 CBA Scope of Work These are transmitted as checked below: For your use As requested For review and comment Copies for approval Remarks: Approved as submitted Approved as noted Returned for corrections Copies for distribution Copy to: Signed: Phone: (763) 251-1016 Resubmit Submit Return Corrected prints COMMUNITY DEVELOPMENT DEPARTMENT Planning Division — 7700 Market Boulevard Mailing Address — P.O. Box 147, Chanhassen, MN 55317 CITY OF CIIA NSEN 0 Phone: (952) 227-1130 / Fax: (952) 227-1110 AGENCY REVIEW REQUEST LAND DEVELOPMENT PROPOSAL respondPlease review and ..deadline Agency Review Request Date: Agency Review Response Deadline: Date Application Filed: September 10, 2020 September 24, 2020 September 4, 2020 Contact: Contact Phone: Contact Email: Sharmeen AI-Jaff 952-227-1134 saljaff@ci.chanhassen.mn.us Senior Planner Planning Commission Date: City Council Date: 60-Day Review Period Deadline: October 6, 2020 at 7:00 p.m. October 26, 2020 at 7:00 p.m. November 3, 2020 Application: Request for an amendment to the Chanhassen Gateway PUD-Planned Unit Development to allow Automotive Repair Shops as a Conditional Use Permit; and an Amendment to the Crossroads of Chanhassen Site Plan with variances and a Conditional Use Permit for the construction of a 5,100 sf. automotive repair shop (Building 4E) on property zoned PUD- Planned Unit Development and located SE of Crossroads Boulevard, 8941 Crossroads Boulevard (Lot 3, Block 1, Crossroads of Chanhassen). licant: Kimle -Horn & Associates, Inc. PlanningCase: 2020-21 Web Page: www.ci.chanhassen.mn.us/2020-21 In order for staff to provide a complete analysis of issues for Planning Commission and City Council review, we would appreciate your comments and recommendations concerning the impact of this proposal on traffic circulation, existing and proposed future utility services, storm water drainage, and the need for acquiring public lands or easements for park sites, street extensions or improvements, and utilities. Where specific needs or problems exist, we would like to have a written report to this effect from the agency concerned so that we can make a recommendation to the Planning Commission and City Council. Your cooperation and assistance is greatly appreciated. City Departments: Federal Agencies: Adjacent Cities: ❑ Attorney ❑ Army Corps of Engineers ❑ Chaska ® Building Official ❑ US Fish & Wildlife ❑ Eden Prairie ® Engineer ❑ Jackson Township ® Fire Marshal Watershed Districts: ❑ Minnetonka ® Forester ❑ Shorewood ® Park Director ❑Carver County ❑ Victoria r ® Water Resources ❑ Lower River ah ❑ Law Enforcement ❑ Mley-Puha Creek Adjacent Counties: ® Riley -Purgatory -Bluff Creek Carver County Agencies: El Hennepin Utilities• ❑ Scott ❑ Community Development ® Engineer ® Cable TV — Mediacom School Districts: ❑ Environmental Services ® Electric — Minnesota Valley ❑ Historical Society El Electric — Xcel Energy El Eastern Carver County 112 ❑ Parks ElMagellan Pipeline ❑ Minnetonka 276 ❑ S® Natural Gas — CenterPoint Energy Soil &Water Conservation District ® Phone — CenturyLink Other Agencies: State Agencies: ❑ Hennepin County Regional Railroad ❑ Board of Water & Soil Resources Authority ❑ MN Landscape Arboretum ❑ Health ❑ Historical Society ❑ SouthWest Transit ❑ Natural Resources -Forestry ❑ TC&W Railroad ❑ Natural Resources -Hydrology ❑ Pollution Control 0 Transportation COMMUNITY DEVELOPMENT DEPARTMENT Planning Division — 7700 Market Boulevard Mailing Address — P.O. Box 147, Chanhassen, MN 55317 Phone: (952) 227-11301 Fax: (952) 227-1110 SITE PLAN REVIEW APPLICATION CHECKLIST Per Chanhassen City Code Section 20-109 CITE OF CHANEASSEN Prior to filing an application for site plan review, the applicant shall attend a conference with city staff. The application shall include the following: (1) Completed Application Form. (2) Evidence of ownership or an interest in the property and recent copy of title commitment (within the last six months). (3) Application fee (to be calculated as follows). Type Fee Calculation Administrative $100 $100 Residential Districts $50„ plus $5 per dwelling unit $500 + ($5 x Commercial/Industrial Districts' $500 plus Include number of existing employees: $10 per 1,000 square $500+($10x_ 5100 SF $551 and number of new employees: 10 feet of building area Notification Sign $200 $200 Document Recording Escrow $50 $50 Property Owners' List within 500' of subject property $3 per address $3 x 67 addresses = $201 (City to generate, fee determined at pre -application meeting) (4) Seven (7) full-size folded copies, including an 8%" x 11" reduced copy for each plan sheet along with a digital copy in TIFF -Group 4 ('.tif) format of the following: a. Complete Site Plan, signed by a registered architect, civil engineer, landscape architect or other design professional, to include the following: 1. Name of project. 2. Name, address and telephone number of applicant, engineer, and owner of record. 3. Legal description (certificate of survey will be required). 4. Date proposed, north arrow, engineering scale, number of sheets, and name of drawer. 5. Vicinity map showing relationship of the proposed development to surrounding streets, rights -of -way, easements and natural features. 6. Description of intended use of the site, buildings and structures, including type of occupancy and estimated occupancyload. 7. Existing zoning and land use. 8. Tabulation box indicating: a. Size of parcel in acres and square feet. b. Gross floor area of each building. c. Percent of site covered by building. d. Percent of site covered by impervious surface. e. Percent of site covered by parking area. f. Projected number of employees. g. Number of seats if intended use is a restaurant or place of assembly. h. Number of parking spaces required. i. Number of parking spaces provided including handicapped. j. Height of all buildings and structures and number of stories. k. Breakdown of the building area allocated for specific uses, e.g.. manufacturing, office, retail, showroom, warehouse, etc. b. Other Required Plans to include the following: 1. Property line dimensions, location of all existing and proposed structures with distance from boundaries, distance between structures, building dimensions and floor elevations. 2. Grading and drainage plans showing existing natural features (topography, wetlands, vegetation, etc.), as well as proposed grade elevations and sedimentation and stormwater retention ponds. Plans shall include runoff and storage calculations for ten-year and 100-year events. If stormwater is proposed to be routed to existing stormwater ponds, documentation shall be provided to demonstrate that the downstream pond is sufficient to accommodate the additional stormwater, erosion, and sediment control plan as listed in section 19-145 of Chanhassen City code. 3. All existing and proposed points of egress/ingress showing widths at property lines, turning radii abutting rights -of -way with indicated centerline, width, paving width, existing and proposed median cuts, and intersections of streets and driveways. 4. Vehicular circulation system showing location and dimension for all driveways, parking spaces, parking lot aisles, service roads, loading areas, fire lanes, emergency access (if necessary), public and private streets, alleys, sidewalks, bike paths, direction of traffic flow and traffic -control devices. 5. Landscaping plan in accordance with the provisions of Article XXV. 6. Location, access and screening detail of trash enclosures. 7. Location and screening detail of rooftop equipment. Screening shall be provided from the perspective of a point six feet high at all adjacent property lines or from a distance of 250 feet, whichever is greater. 8. Location and detail of signage including method of lighting, height, width, sign display area, etc. 9. Lighting location, style, mounting and photometrics. 10. Building elevations from all directions indicating materials and colors. Interior floor plans may be required. 11. Utility plan identifying size and direction of existing water and sewer lines, fire hydrants, distance of hydrant to proposed building. 12. List of proposed hazardous materials, use and storage. 13. Proposed fire protection system. 14. Such other information as may be required by the city. 15. Photocomposite images, artistic renderings, or site elevations which depict the visual impact of the proposed development's design, landscaping, street layout, signage, pedestrian ways, lighting, buildings, or other details that affect land use within the city shall be submitted. Such images and renderings shall be from key vantage points and provide an undistorted perspective of the proposed development from abutting properties, less intensive land uses, and/or from entryway locations. Photorealistic imaging or renderings are the appropriate level of resolution. (5) Within the Highway Corridor (HC) district, the application shall also include: a. Building elevations from all directions, indicating materials, colors and landscaping at installation. b. Building and site views from Highway 5, the appropriate access boulevard (north or south of Highway 5), and any other appropriate arterial or collector roadways. c. Site views showing the relationships of the proposed building or development to adjacent development, including buffered areas. d. Drawings of all significant or atypical site features, such as unusual landscaping, manmade water features other than retention ponds, outdoor sculpture, or other large-scale artwork and other uncommon constructs. e. Sample building materials. f. Sample paving materials, upon the city's request. (6) Within the Bluff Creek Overtay (BCD) district, the application shall also include: a. Identified boundaries of the primary zone and secondary zone on a drawing depicting existing conditions and on a site plan depicting the proposed development pattern. b. Calculations and/or drawings that identify the allowable density (number of units or building coverage) under this Code, including lands lying in the primary and secondary zone. Calculation of allowable density shall specifically exclude lands classified as bluffs, floodplains and designated wetlands. Calculation of allowable impervious cover may include bluffs and floodplains but shall specifically exclude designated wetlands. (7) Building material samples. Kimley>>> Horn September 4, 2020 City of Chanhassen 7700 Market Boulevard, P.O. Box 147 Chanhassen, MN 55317 Attention: Sharmeen AI-Jaff, City Planner RE: Proposed Christian Brothers Automotive — Project Narrative Christian Brothers Automotive is requesting the proposed site to be considered for approval within the existing PUD. The parcel is legally described as: Lot 3, Block 1, Crossraods of Chanhassen, Carver County, Minnesota. Proposed Development Overview Christian Brothers Automotive is proposing to construct an approximately 5,100 SF, 9-bay automotive repair center located at 8941 Crossroads Boulevard in Chanhassen. The customer facing portion of the building will face the internal road of the Crossroads of Chanhassen development. The proposed development is within the Crossroads of Chanhassen PUD which was approved in 2008. The two lots east of the proposed site have been previously developed as retail and a gas station/convenience store, a child care facility is located to the south and west of the proposed site, and the rest of the PUD is currently undeveloped. Pr000sed Concept Plan & Development Stage Christian Brothers Automotive is proposing an amendment to the existing planned unit development (PUD). The PUD is designated as mixed use PUD including neighborhood commercial, office and residential. Christian Brothers provides light automotive repair and the scope of repairs provided by Christian Brothers has been included within the submittal package. Ovemight parking only occurs when customers have a conflict retrieving their vehicle during business hours or to drop off their vehicles. Long term exterior storage Is not permitted at Christian Brothers Automotive. Consultants: Civil Engineer— Christian Jones, Brandon R. Elegert, P.E. — Kimley-Horn Architecture — Dana King — Cortland Morgan Architect Landscape Architecture — Evergreen Design Group, Inc. — Rodney McNabb Photometrics — City Lighting Products Company — Mike Hohl Kimley>Morn Site Design Page 2 The site currently vacant land with water and sanitary sewer utilities provided as part of the Crossroads of Chanhassen Development to the south. Gas, communications, and electric utilities are provided to the west along Crossroads Boulevard. The proposed building is to be located at the western edge of the site angled parallel to Crossroads Boulevard, with the customer facing side of the building internal to the development. The surface parking will be located directly east of the building. Access is proposed to be east of the building and at both the north and south side of the parking lot, with two proposed driveways connecting the internal roads of the Crossroads of Chanhassen. The existing site is currently vegetated with no impervious area, the proposed site will be comprised of approximately 70% impervious area. Above ground and underground stormwater management will be provided adhering to City and Watershed treatment and rate control requirements. Architecture Architectural elevations and site photometric plans are provided within the submission. The proposed building is to be constructed of primarily brick and limestone. The trash enclosure is also to be constructed in materials similar to the building and will have gates to screen the trash from the public right-of-way. Landscape Architecture A landscape plan is included within the submission to comply with the city code. Trees, shrubs, and other plantings will complement the site. Christian Brothers Automotive is seeking a landscape variance for screening of the vehicular area. Please contact me at (763) 251-1016 or christian.iones(a)kimlev-horn.com should you have any questions or comments. Sincerely, Christian Jones Project Manager COMMUNITY DEVELOPMENT DEPARTMENT Planning Division — 7700 Market Boulevard Mailing Address — P.O. Box 147, Chanhassen, MN 55317 Phone: (952) 227-1130 / Fax: (952) 227-1110 CONDITIONAL USE PERMIT APPLICATION CHECKLIST Per Chanhassen City Code Section 20-231 CITY OF CHANHASSEN I Applications will be processed only if all requested items are submitted Prior to filing an application for a conditional use permit, the applicant shall attend a conference with city staff. The application shall include the following: (1) Completed Application Form. (2) Evidence of ownership or an interest in the property. (3) Application fee to include the following: Type Fee Conditional Use Permit (single-family residence) $325 Conditional Use Permit (all others) $425 Notification Sign $200 Document Recording Escrow $50 Property Owners' List within 500' of subject property (City to generate, fee detennined at pre -application meeting) $3 per address (4) Complete site plan submittal, if required. (5) Compliance with Conditional Use Permit Standards in Chapter 20, Article IV, Division 3 (Agricultural and Residential Districts), and Division 4 (Business, Office, Institutional and Industrial Districts). (6) Statement of compliance with the following 12 general standards for a conditional use permit: a. Will not be detrimental to or endanger the public health, safety, comfort, convenience or general welfare of the neighborhood or the city. b. Will be consistent with the objectives of the citys 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. I. Will meet standards prescribed for certain uses as provided in this article. Kimley>»Horn September 4, 2020 City of Chanhassen 7700 Market Boulevard, P.O. Box 147 Chanhassen, MN 55317 Attention: Sharmeen AI-Jaff, City Planner RE: Proposed Christian Brothers Automotive — Conditional Use Permit Christian Brothers Automotive is applying for a Conditional Use Permit (CUP) for the proposed light automotive repair for the property described in Exhibit A. This narrative provides an overview of the project, legal description and PIN for the property, compliance with current zoning, and stonmwater management. Proposed Development Overview The project will consist of a ±5,100 square foot light automotive repair facility. The project will be located within the Crossroads of Chanhassen development. Construction will consist of grading the Site, construction of an underground and above ground stormwater management area, utilities, parking, landscaping, and the proposed building with lighting. The property is currently a vacant lot with Crossroads Blvd. to the west, private shared access drives to the north and south, and an existing gas station development to the east. Two private driveway entrances are proposed to serve the site from the north and the south. The automotive repair facility use is not listed as a permitted use as part of the existing Planned Unit Development, though an application for amendment to the Planned Unit Development is being filed to include automotive repair as a conditional use. There are general conditions that must be met for all Conditional Use Permits as follows: Will not be detrimental to or endanger the public health, safety, comfort, convenience, or general welfare of the neighborhood or the city The proposed use will revitalize the vacant parcel. The proposed use is not anticipated to endanger the public health, safety, or general welfare of the neighborhood or community. The use is consistent with providing a neighborhood service establishment to meet the daily needs of residents. Will be consistent with the objectives of the City's comprehensive plan The proposed use will maintain the City's land use plan of mixed use for the development area. kimley-horn.com Kimley>))Horn Page 2 - 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 The proposed use will be architecturally designed with a color and texture palate and design intent to comply with architectural characteristics of the development. Maintenance and operation of the use is intended to adhere to the standards for the existing planned unit development. Will not be hazardous or disturbing to existing or planned neighboring uses The light automotive repair use does not pose a hazard to the neighboring uses. The proposed building location is at a distance from existing uses to drastically limit, or eliminate, the disturbance to existing neighboring uses. 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 The proposed use is adequately served by existing public and private utilities on site. Refuse disposal and public services are provided to the proposed site. - Will not create excessive requirements for public facilities and services and will not be detrimental to the economic welfare of the community The planned unit development has been designed to accommodate public facilities for the proposed use and will be beneficial to the economic welfare of the community. - 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 The proposed development does not involve activities or conditions of operation detrimental to the surrounding property, or their occupants, due to excessive traffic, noise, smoke fumes, etc. The proposed development provides adequate separation from residential neighborhoods. Will have vehicular approaches to the property which do not create traffic congestion or interfere with traffic or surrounding public thoroughfares Entrances to the property are provided from private access roads to the existing development from the north and south side of the site. Sufficient space is provided for vehicular ingress and egress from the site. Will not result in the destruction, loss or damage of solar access, natural, scenic or historic features of major significance 767 Eustis Street. Suite 100, St. Paul, MN 55114 Kimley>))Horn Page 3 The proposed use does not result in limited solar access or significant scenic or historic features. The proposed site is a vacant lot previously developed with the intent of providing future commercial development. - Will be aesthetically compatible with the area The proposed use will be architecturally designed with a color and texture palate and design intent to comply with architectural characteristics of the development. The choice of architectural elements has been carefully chosen to reflect the design intent of the planned unit development. - Will not depreciate surrounding property values The proposed use is not anticipated to diminish or reduce property values of the surrounding area. - Will meet standards prescribed for certain uses as provided in this article The proposed use meets and adheres to standards and guidelines outlined for auto repair shops. Property Legal Description and PIN (PER CHICAGO TITLE INSURANCE COMPANY COMMITMENT FOR TITLE INSURANCE COMMITMENT NO. 302723, COMMITMENT DATE MARCH 23, 2020) LOT 3, BLOCK 1, CROSSROADS OF CHANHASSEN, CARVER COUNTY, MINNESOTA PARCEL ID NUMBER: 252480030 Stormwater Management Stormwater management will be provided by an underground stormwater system as well as a filtration basin. The system will be designed to meet the Riley/Purgatory/Bluff Creek Watershed requirements for treating 1.1 inches of rainfall over the impervious area. Please contact me at (763) 251-1016 or christian.iones(a)kimley-horn.com should you have any questions or comments. Sincerely, 1�1- Christian Jones Project Manager � ■ !||! § z` ; M � ( , ! 00 K G0 §� \ j COMMUNITY DEVELOPMENT DEPARTMENT Planning Division — 7700 Market Boulevard Mailing Address — P.O. Box 147, Chanhassen, MN 55317 Phone: (952) 227-1130 / Fax: (952) 227-1110 VARIANCE APPLICATION CHECKLIST 111 fill11I fI1►11 ReAl N►I Applications will be processed only if all requested items are submitted Prior to filing an application for a variance, the applicant shall attend a conference with city staff. The application shall include the following: (1) Completed Application Form. (2) Evidence of ownership or an interest in the property. (3) Application fee to include the following: Type Fee Variance $200 Notification Sign $200 Document Recording Escrow $50 Property Owners' List within 500' of subject property (City to generate, fee determined at pre -application meeting) $3 per address (4) Plot plan showing property lines, existing improvements, proposed improvements with setbacks, lot coverage, building height, etc. (5) Written description of variance request. (6) Written justification of how request complies with the findings for granting a variance (pursuant to Section 20-58) as follows: a. Variances shall only be permitted when they are in harmony with the general purposes and intent of this Chapter and when the variances are consistent with the comprehensive plan. b. When there are practical difficulties in complying with the zoning ordinance. "Practical difficulties," as used in connection with the granting of a variance, means that the property owner proposes to use the property in a reasonable manner not permitted by this Chapter. Practical difficulties include, but are not limited to, inadequate access to direct sunlight for solar energy systems. c. That the purpose of the variation is not based upon economic considerations alone. d. The plight of the landowner is due to circumstances unique to the property not created by the landowner. e. The variance, if granted, will not alter the essential character of the locality. f. Variances shall be granted for earth sheltered construction as defined in Minnesota Statutes Section 216C.06, subdivision 14, when in harmony with this Chapter. Kimley>>)Horn September 4, 2020 City of Chanhassen 7700 Market Boulevard, P.O. Box 147 Chanhassen, MN 55317 Attention: Sharmeen AI-Jaff, City Planner RE: Proposed Christian Brothers Automotive — Variance for Landscaping Requirements Christian Brothers Automotive is seeking a landscape variance for the proposed development at 8941 Crossroads Boulevard, as proposed intent for visual screening of vehicular areas is not met per section 20-1176, 20-1180, and 20-1181 of the Chanhassen Municipal Code. Any open vehicular use areas containing more than 6,000 square feet of area shall provide interior landscaping in accordance with this division in addition to "perimeter" landscaping. Perimeter landscaping along the eastern edge of the proposed vehicular area is not feasible given the proximity of the curb to the existing property line. The use of the adjacent property to the east of the proposed development is an existing fuel station/convenience store. In order to mitigate for this short coming, two additional trees above the required four trees have been provided throughout the proposed site. These two trees are located within the islands immediately adjacent to the proposed bay door locations. Additionally, the existing condition has been improved as trees have been strategically placed in the landscape areas separating the proposed development from the adjacent uses. The intent of the placement of trees within the parking lot islands is to follow the spirit of the code by providing buffering/screening between the proposed use and the adjacent development. Shrubs have also been placed along the landscaped perimeter of the proposed building to provide additional landscaped areas. Please contact me at (763) 251-1016 or chdstian.ionesoakimlev-horn.com should you have any questions or comments. Sincerely, 1�1- Christian Jones Project Manager Christian Brothers Scope of Work: Maintenance and Repair Automotive Computer Diagnostics If you can't determine what ails your vehicle, bring it to Christian Brothers Automotive. We'll find and repair all car problems. We use the same diagnostic equipment you can find from manufacturers, making us your one -stop location for all your automotive needs. Our ASE-Certified technicians will provide you with a detailed inspection and computer analysis of your vehicle. From the output, we'll get you back on the road quickly. Check Engine Light Without the right equipment, you likely don't know what your Check Engine Light means. A list of different things can make this light come on. Our tools can decipher what is happening with your car and tell you what work is needed. Don't let your Check Engine Light freak you out; visit Christian Brothers Automotive for peace of mind. Vehicle Repairs After we've determined the issues hampering your vehicle, an ASE-Certified technician will describe them in detail, or even allow you to see them for yourself. Additionally, they will give you a cost estimate for repairs. You make the ultimate decision before we commence repairs. At Christian Brothers Automotive, we never settle for anything less than long-lasting repairs completed by experienced technicians. Our service includes repairs and maintenance on cooling systems, power steering, exhaust systems, engines, and tires. Brakes At Christian Brothers Automotive, we take pride in our integrity. We will never sell you only brake pads but we will also recommend the right components recommended by your auto manufacturer. Each vehicle varies whereas the alloys used in brake pads and rotors are often very specific. Incorrect brake pads can mean significant damage to rotors and other vital parts. The expert technicians at Christian Brothers Automotive will check to make sure your vehicle only receives the brake pads and components that are specifically engineered for it. Every brake job means resurfacing the rotors. The brake pads are just half of the relationship — without properly serviced rotors, your car will not stop as quickly as it should. Every rotor is resurfaced according to manufacturer specifications and lubricated properly to make sure the brake pads get the maximum durability. Fluid is an often overlooked component of the brake system. Brake fluid is checked for quantity, but not usually checked for quality. Your brake fluid can become dirty and create problems when it is supposed to be flowing to the calipers to stop your car. Clean, new brake fluid can help extend the life of your entire brake system and save you money on costly brake repairs in the future. Electrical System Most mechanical functions are now dependent on electrical components. Your car is controlled by a complex arrangement of wires, sensors and computers working together. If communication along those wires is interrupted, it could have major consequences for several components of your vehicle. Electrical systems are now more complicated, but more reliable and easier to diagnose and remedy with the proper equipment. At Christian Brothers Automotive, we have a full line of manufacturer certified diagnostic tools. The tools, scanners and equipment are the same or better than those used in dealership service departments. Our ASE certified technicians know your car's electrical components and can quickly and effectively diagnose the problem. At Christian Brothers Automotive, we take a serious, targeted approach to pinpoint the problem and minimize the cost of your repair to one of the electrical components. Sometimes what seems like a major repair could merely be a software issue. Computers control your car. Starters, alternators, air conditioning systems and many other components are now computer controlled. Our ASE certified technicians will make sure you do not waste money on diagnostics and parts. Your battery could also be the culprit of an electrical system problem. A loose battery cable, a faulty wire or a dirty connection could appear to be a bigger problem than reality. If your battery is not receiving a charge, the alternator may need replacement. You will receive a full system check, not just a recommendation for parts you may not need. We check the basics before recommending a major repair. We care about your car and we respect your budget. AC Services At Christian Brothers Automotive, we do things differently. Our ASE-certified technicians do more than your ordinary air conditioning system check. Your car is a complex machine and it demands a full diagnostic treatment and service. A full air conditioning service at Christian Brothers Automotive means a full inspection to make sure we get to the root of the problem and not simply treat the symptoms. There is not a definitive way to predict a failure for your air conditioning system. However, when your car's AC system needs service or repair, the right equipment and experience are important. Christian Brothers Automotive only uses expert, ASEcertified technicians and the latest tools and equipment for air conditioning service and repair. You cannot determine the source of a leak or diagnose a problem with the AC system without a thorough examination. Drivetrain & Suspension The drive train, also referred to as the power train, refers to the parts and systems that create power and deliver it to the road. It is a holistic system that makes your car travel safely down the road. The main parts of the drive train includes: the wheels, suspension, drive shaft, engine and transmission. A properly maintained power train means that the energy produced by your engine is being used in the most efficient way possible. Thus, you will have a more fuel efficient car and more miles per gallon. At Christian Brothers Automotive, we strive to make sure your suspension system is working at its optimal performance. Suspension Systems The suspension system is the bridge between the engine and the power it generates to the wheels and the impact the road has on the vehicle. Movement and inertia create incredible forces on your car's frame. Your suspension system balances the vehicle. An improperly maintained suspension system can create an unsafe vehicle and unsafe driving conditions for you, your family and other drivers. The engine and transmission (along with the drive shaft and differential) move the car forward, but to make the vehicle manageable and driver -friendly, the suspension system absorbs the energy. A worn steering and suspension system can create excess noise, premature tire wear, vibrations and alignment damage. At Christian Brothers Automotive, we make sure your suspension system is fully operational and up to your vehicle's manufacturer standards. Like all repairs and services at Christian Brothers Automotive, suspension, drive train, transmission and engine repair, services and maintenance are covered by our 24 month/ 24,000 mile warranty. Christian Brothers Automotive's suspension service can repair or replace virtually all suspension components, including: bushings, sway arms, center links, ball joints, idler arms, pitman arms, tie rod sleeves, tie rod ends, struts, shock absorbers, coil springs, CV joints, CV boots, CV axle half shafts, universal joints and springs and any other manufacturer specific components your vehicle may need. ALTA COMMITMENT FOR TITLE INSURANCE Issued By: CHICAGO TITLE INSURANCE COMPANY NOTICE Commitment Number 302723 IMPORTANT - READ CAREFULLY: THIS COMMITMENT IS AN OFFER TO ISSUE ONE OR MORE TITLE INSURANCE POLICIES. ALL CLAIMS OR REMEDIES SOUGHT AGAINST THE COMPANY INVOLVING THE CONTENT OF THIS COMMITMENT OR THE POLICY MUST BE BASED SOLELY IN CONTRACT. THIS COMMITMENT IS NOT AN ABSTRACT OF TITLE, REPORT OF THE CONDITION OF TITLE, LEGAL OPINION, OPINION OF TITLE. OR OTHER REPRESENTATION OF THE STATUS OF TITLE. THE PROCEDURES USED BY THE COMPANY TO DETERMINE INSURABILITY OF THE TITLE. INCLUDING ANY SEARCH AND EXAMINATION, ARE PROPRIETARY TO THE COMPANY. WERE PERFORMED SOLELY FOR THE BENEFIT OF THE COMPANY, AND CREATE NO EXTRACONTRACTUAL LIABILITY TO ANY PERSON, INCLUDING A PROPOSED INSURED. THE COMPANY'S OBLIGATION UNDER THIS COMMITMENT IS TO ISSUE A POLICY TO A PROPOSED INSURED IDENTIFIED IN SCHEDULE A IN ACCORDANCE WITH THE TERMS AND PROVISIONS OF THIS COMMITMENT. THE COMPANY HAS NO LIABILITY OR OBLIGATION INVOLVING THE CONTENT OF THIS COMMITMENT TO ANY OTHER PERSON. COMMITMENT TO ISSUE POLICY Subject to the Notice, Schedule B, Part I -Requirements: Schedule B, Part II -Exceptions; and the Commitment Conditions, Chicago Title Insurance Company, a Florida corporation (the "Company"), commits to issue the Policy according to the terms and provisions of this Commitment. This Commitment is effective as of the Commitment Date shown in Schedule A for each Policy described in Schedule A, only when the Company has entered in Schedule A both the specified dollar amount as the Proposed Policy Amount and the name of the Proposed Insured. If all of the Schedule B, Part I -Requirements have not been met within one hundred eighty (180) days after the Commitment Date. this Commitment terminates and the Company's liability and obligation end. Countersigned By: Authorized Officer or Agent Chicago Title Insurance Company By President Attest: Secretary This page is only a part of a 2016 ALTAir Commitment for Title Insurance issued by Chicago Tate Insurance Company. This Commitment is not valid without the Notice: the Commitment to Issue Policy, the Commitment Conditions, Schedule A, Schedule B, Part I -Requirements. Schedule B: Part II -Exceptions; and a counter -signature by the Company or as issuing agent that may be in electronic form. Copyright American Land Title Association. All rights reserved. u"o n The use of this Form (or any derivative thereof) is restricted to ALTA licensees and ALTA members in good standing as of the date of use. All other uses are prohibited. Reprinted under license from the American Land Tale Association. Ilk ALTA Commitment for Tifle Insurance (08101/2016) Printed'. 04.20.20 @ 10:42 AM Page 1 MN-CT-FMIN-02100.321010-SPS-1-20-302723 CHICAGO TITLE INSURANCE COMPANY COMMITMENT NO. 302723 Transaction Identification Data for reference only: ISSUING OFFICE: FOR SETTLEMENT INQUIRIES, CONTACT: Title Officer: Peter Hvidston Chicago Title Insurance Company 222 S. Ninth St., Suite 3060 Minneapolis, MN 55402 Phone: 612-573-7275 Main Phone: (612)339-5370 Email: Peter.Hvidston@ctt.com Order Number: 302723 Reference No.: 20280162 1. Commitment Date: March 23, 2020 at 07:00 AM 2. Policy to be issued: (a) ALTA Owner's Policy 2006 Proposed Insured: Proposed Policy Amount: (b) ALTA Loan Policy 2006 Proposed Insured: Proposed Policy Amount: SCHEDULE A Christian Brothers Automotive Corporation $487,872.00 Lender One $100,000.00 3. The estate or interest in the Land described or referred to in this Commitment is: Fee Simple 4. The Title is, at the Commitment Date, vested in: Kraus -Anderson Incorporated, a Minnesota corporation 5. The Land is described as follows: SEE EXHIBIT "A" ATTACHED HERETO AND MADE A PART HEREOF I d:101e1J&DU14111144_1 This page is only a part of a 2016 ALTA® Commitment for Tdle Insurance issued by Chicago Tolle Insurance Company. This Commitment is not valid without the Notice; the Commitment to Issue Policy, the Commitment Conditions; Schedule A; Schedule B. Pad 1-Requirements; Schedule A Part II -Exceptions; and a countersignature by the Company or its issuing agent that may be in electronic form. Copyright American Land Title Association. All rights reserved. „T,T.r The use of this Form (or any derivative thereof) is restricted to ALTA licensees and ALTA members in good standing as of the date of use. AN other uses are prohibited. Reprinted under license from the American Land Title Association. Jw ALTA Commitment for Title Insurance (0810112016) Printed: 04.20.20 @ 10:42 AM Page 2 MN-CT-FMIN-02100.321010-SPS-1-20-302723 EXHIBIT "A" Legal Description Lot 3, Block 1, Crossroads of Chanhassen, Carver County, Minnesota. Abstract Property This page is only a part of a 2016 ALTAI& Commitment for Title Insurance issued by Chicago Title Insurance Company. This Commitment is not valid without the Notice; the Commitment to Issue Policy; the Commitment Conditions; Schedule A; Schedule B, Part I -Requirements; Schedule B, Part II -Exceptions; and a countersignature by the Company or its issuing agent that may be in electronic form. t� Copyright American Land Title Association. All rights reserved. �osTIT E The use of this Form (or any derivative thereof) is restricted to ALTA licensees and ALTA members in good standing as of the date of use. All other uses are prohibited. Reprinted under license from the American Land Title Association. JW ALTA Commitment for Title Insurance (0810112016) Printed04,20.20 @ 10:42 AM Page 3 MN-CT-FMIN-02100.321010-SPS-1-20-302723 CHICAGO TITLE INSURANCE COMPANY SCHEDULE B, PART I REQUIREMENTS All of the following Requirements must be met: COMMITMENT NO. 302723 1. The Proposed Insured must notify the Company in writing of the name of any party not referred to in this Commitment who will obtain an interest in the Land or who will make a loan on the Land. The Company may then make additional Requirements or Exceptions. 2. Pay the agreed amount for the estate or interest to be insured. 3. Pay the premiums, fees, and charges for the Policy to the Company. 4. Documents satisfactory to the Company that convey the Title or create the Mortgage to be insured, or both, must be properly authorized, executed. delivered, and recorded in the Public Records. (a) Deed from the party described at Item 4 of Schedule A to the Proposed Insured (Owner). NOTE: Complete the Minnesota Electronic Certificate of Real Estate Value online at (www.taxes.state.mn.us/crvi) and provide the Company with the following information: a. Receipt number for the Electronic Certificate of Real Estate Value; and b. Printout of the completed Electronic Certificate of Real Estate Value NOTE: The printout must be made when the form is completed. It cannot be accessed after the preparer leaves the system. Once the eCRV is submitted online. the ONLY way to go back in and edit is if you print off or write down the eCRV ID AND the Edit pin (a box pops up with this information as soon as it is submitted). If someone wants to start this ahead of time, they can always save a partial eCRV and come back to it (again as long as they write down the ID number and pin). Note. One of the following statements must be made within the deed: (1) The Seller certifies that the Seller does not know of any wells on the described real property, (2) A well disclosure certificate accompanies this document, or (3) 1 am familiar with the property described in this instrument and I certify that the status and number of wells on the described real property have not changed since the last previously filed well disclosure certificate. (b) Mortgage from Purchaser with contractual rights under a purchase agreement with the vested owner identified at Item 4 below to the Proposed Insured (Lender). 5. The Proposed Policy Amount(s) must be increased to the full value of the estate or interest being insured, and any addition premium must be paid at that time. An Owner's policy should reflect the purchase price or full value of the Land. A Loan Policy should reflect the loan amount or value of the property as collateral. Proposed Policy Amount(s) will be revised and premiums charged consistent therewith when the final amounts are approved 6. Pay all taxes, charges, assessments, levied and assessed against subject premises, which are due and payable. 7. If the transaction is closed by Chicago Title Insurance Company or its agents, the Social Security Number of Seller or Federal ID Number of Seller entities and forwarding address must be provided at or prior to closing to comply with the Tax Reform Act of 1986 and the 1099S Form executed at closing unless the Sellers is a corporation or a governmental unit. This page is only a part of a 2016 ALTA@ Commitment for Title Insurance issued by Chicago Title Insurance Company. This Commitment is not valid without the Notice; the Commitment to Issue Policy, the Commitment Conditions; Schedule A: Schedule B, Part 1-Requirements; Schedule B, Part II -Exceptions; and a counter -signature by the Company or its issuing agent that may be in electronic form. — Copyright American Land Title Association. All rights reserved. „�,,,o= . DT6T� The use of this Form (or any derivative thereof) is restricted to ALTA licensees and ALTA members in good standing as of the date of use. All other uses are prohibited. Reprinted under license from the American Land Title Association. ALTA Commitment for Title Insurance (08/0112016) Printed 04.20.20 @ 10:42 AM Page 4 MN-CT-FMIN-02100.321010-SPS-1-20-302723 CHICAGO TITLE INSURANCE COMPANY COMMITMENT NO. 302723 SCHEDULE B, PART I REQUIREMENTS (continued) 8. For all entities CONVEYING. BORROWING OR LEASING, furnish formation and operational documentation and a resolution authorizing the transaction, together with a certificate of good standing from the State in which the entity was created (and in which the property is located, if available); For all entities ACQUIRING PROPERTY FOR CASH, furnish formation and operational documentation, together with a certificate of good standing from the State in which the entity was created (and in which the property is located, if available). 9. Item Nos. 1, 2, 4 and and 5 of Schedule B-Section 2 may be deleted from the final policy, conditioned upon receipt and review of an executed standard form of the Company's affidavit or affidavits 10. Furnish a current, signed and dated, survey of the subject property, certified to Chicago Title Insurance Company and conforming to all current Minimum Standard Detail Requirements for the 2016 ALTA/NSPS Land Title Survey Standards to delete Item No. 3 of Schedule B - Section 2. it. Notice: Please be aware that due to the conflict between federal and state laws concerning the cultivation, distribution, manufacture or sale of marijuana, the Company is not able to close or insure any transaction involving Land that is associated with these activities. 12. No recorded mortgages appear in the property records for the subject property. Confirm that there are no unrecorded mortgages affecting the subject property. END OF SCHEDULE B, PART 1 This page is only a part of a 2016 ALTA@ Commitment for Title Insurance issued by Chicago Tale Insurance Company. This Commitment is not valid without the Notice; the Commitment to Issue Policy; the Commitment Conditions,, Schedule A; Schedule B, Pad 1-Requirements; Schedule B, Part li-Exceptions; and a counter -signature by the Company or its issuing agent that may be in electronic form. Copyright American Land Title Association. All rights reserved. .1 The use of this Form (or any derivative thereof) is restricted to ALTA licensees and ALTA members in good standing as of the date of use. All other uses are prohibited. Reprinted under license from the American Land Title Association. it- ALTA Commitment for Tile Insurance (08101/2016) Printed: 04.20.20 11111 10:42 AM Page 5 MN-CT-FMIN-02100.321010-SPS-1-20-302723 CAGO TITLE INSURANCE COMPANY SCHEDULE B, PART II EXCEPTIONS COMMITMENT NO. 302723 THIS COMMITMENT DOES NOT REPUBLISH ANY COVENANT, CONDITION, RESTRICTION. OR LIMITATION CONTAINED IN ANY DOCUMENT REFERRED TO IN THIS COMMITMENT TO THE EXTENT THAT THE SPECIFIC COVENANT, CONDITION, RESTRICTION, OR LIMITATION VIOLATES STATE OR FEDERAL LAW BASED ON RACE, COLOR, RELIGION, SEX, SEXUAL ORIENTATION, GENDER IDENTITY, HANDICAP, FAMILIAL STATUS, OR NATIONAL ORIGIN. The Policy will not insure against loss or damage resulting from the terms and provisions of any lease or easement identified in Schedule A. and will include the following Exceptions unless cleared to the satisfaction of the Company. 1. Any defect, lien, encumbrance, adverse claim, or other matter that appears for the first time in the Public Records or is created. attaches, or is disclosed between the Commitment Date and the date on which all of the Schedule B, Part I —Requirements are met. 2. Rights or claims of parties in possession not shown by the Public Records. 3. Any encroachment, encumbrance, violation, variation or adverse circumstance affecting the Title that would be disclosed by an accurate and complete survey of the Land. 4. Easements, or claims of easements, not shown by the Public Records. 5. Any lien, or right to a lien, for services, labor, or material. heretofore or hereafter furnished. imposed by law and not shown by the Public Records, 6. Taxes or special assessments which are not shown as existing liens by the Public Records. 7. Real estate taxes for 2020 due and payable in 2020 in the total amount of $14,402.00 are unpaid. First half are due and payable on or before May 15, 2020, second half are due and payable on or before October 15, 2020. Property Tax Identification No. 25.2480030 Note: There are no delinquent taxes of record. The above tax amount may include annual recurring fees charged by the municipality and/or county, which are automatically certified to the real estate taxes. 8. Levied and pending special assessments hereafter levied. 9. There are no levied or pending special assessments now of record. 10. Any charges for municipal services (i.e., water, sewer, correction of nuisance conditions, etc.) are the responsibility of the parties to this transaction. For information regarding the existence of any such bills contact the appropriate municipal office. This page is only a part of a 2016 ALTAx Commitment for Tflle Insurance issued by Chicago Title Insurance Company. This Commitment is not valid without the Notice; the Commitment to Issue Policy the Commitment Conditions; Schedule A; Schedule B, Part 1-Requirements; Schedule B, Part II -Exceptions; and a counter -signature by the Company or its issuing agent that may be in electronic form. — Copyright American Land Title Association. All rights reserved. The use of this Form (or any derivative thereof) is restricted to ALTA licensees and ALTA members in good standing as of the date of use. All other uses are prohibited. Reprinted under license from the American Land Title Association. ALTA Cam mnment for Title Insurance (0810112016) Printed 04.20.20 C 10:42 AM Page 6 MN-CT-FMIN-02100.321010-SPS-1-20.302723 CHICAGO TITLE INSURANCE COMPANY COMMITMENT NO. 302723 SCHEDULE B, PART II EXCEPTIONS (continued) 11. Rights of tenants in possession under the terms of unrecorded leases. 12. Drainage and utility easements as shown on the Plat of Crossroads of Chanhassen. 13. Final Certificate, in the matter of condemnation of certain lands for public purposes, dated January 17, 1997, recorded January 27, 1997, as Document No. 206358 14. Terms and conditions of right of access In favor of State of Minnesota, described in Warranty Deed dated January 24, 2002, recorded January 28, 2002, as Document No. 306531. 15. Terms and conditions of Easement for State Highway No. 101, as shown on county half section maps and the Plat of Chanhassen Hills 3rd Addition. 16. Access control as shown on Minnesota Department of Transportation Right of Way Plat No. 10-17 recorded October 19, 2004, as Document No. A-399301. 17. Terms and conditions of Development Contract, dated May 27, 2008, recorded June 2, 2008 as Document No. 484405. Amended by Amendment to Development Contract, dated July 28, 2008, recorded September 8, 2008 as Document No. 488856. 18. Terms and conditions of Declaration of Easements, Covenants and Restrictions, dated September 29, 2008, recorded October 3, 2008 as Document No. 490037. Amended by First Amendment to Declaration of Easements, Covenants and Restrictions dated May 9, 2013, recorded May 13, 2013 as Document No. 576723. 19. Resolution No. 2008-41 by the City of Chanhassen. dated July 14, 2008, recorded December 11, 2008 as Document No. 492783. 20. Terms and conditions of Site Plan Agreement. dated March 10, 2008, recorded April 21, 2009 as Document No 499029. 21. Terms and conditions of Restrictions dated May 25, 2012. recorded May 29, 2012 as Document No. 555760. 22. Terms and conditions of Covenant Not to Compete recording April 30, 2013 as Document No. 575946. This page is only a pad of a 2016 ALTAR Commitment for Title Insurance issued by Chicago Title Insurance Company. This Commitment is not valid without the Notice; the Commitment to Issue Policy, the Commitment Conditions, Schedule A; Schedule B, Part 1-Requirements; Schedule B, Part II -Exceptions; and a counter -signature by the Company or its issuing agent that may be in electronic form. Copyright American Land Title Association. All rights reserved. .weuu" u"o nnr The use of this Form (or any derivative thereof) is restricted to ALTA licensees and ALTA members in good standing as of the date of use. All other uses are prohibited. Reprinted under license from the American Land Title Association. ALTA Commitment for Title Insurance (08I01/201fi) Printed. 04.20.20 @ 10:42 AM Page 7 MN-CT-FMIN-02100.321010-SPS-1-20-302723 CHICAGO TITLE INSURANCE COMPANY COMMITMENT NO.302723 SCHEDULE B, PART II EXCEPTIONS (continued) 23. Due to office closures related to COVID-19, we may be temporarily unable to record/access documents in the normal course of business. As such, we will require our AFFIDAVIT OF UNDERSTANDING AND INDEMNITY AND HOLD HARMLESS AGREEMENT DUE TO CORONAVIRUS PANDEMIC to be signed by all parties. INFORMATIONAL NOTES NOTE: In the event a zoning endorsement is requested, we will require a zoning letter from the municipality or a zoning report specifying the current or proposed use, specifying the zoning classification, and stating whether the property is in compliance with all applicable zoning ordinances. Parking must be addressed in the letter or report if it is to be included in the zoning endorsement. NOTE: 1031 EXCHANGE SERVICES - If your transaction involves a tax deferred exchange, we offer this service through our 1031 division, IPX1031. As the nation's largest 1031 company, IPX1031 offers guidance and expertise. Security for Exchange funds includes segregated bank accounts and a 100 million dollar Fidelity Bond. Fidelity National Title Group also provides a 50 million dollar Performance Guaranty for each Exchange. For additional information, or to set-up an Exchange or title order, please contact Max Zlevor at 612-430-2360 or Max.Zlevor@ctt.com. END OF SCHEDULE B, PART II This page is only a part of a 2016 ALTA& Commitment for Title Insurance issued by Chicago Title Insurance Company. This Commitment is not valid without the Notice; the Commitment to Issue Policy; the Commitment Conditions; Schedule A; Schedule B, Part 1-Requirements; Schedule B, Part ll-Exceptions; and a counter -signature by the Company or its issuing agent that may be in electronic form. — Copyright American Land Title Association. All rights reserved. mn-I The use of this Form (or any derivative thereof) is restricted to ALTA licensees and ALTA members in good standing as of the date of use. AJI other uses are prohibited. Reprinted under license from the American Land Title Association. ALTA Cmmitmem for TMe Insurance (08/01 /2016) Primed: 04.20.20 @ 10:42 AM Page 8 MN-CT-FMIN-02100.321010SPS-1-20-302723 CHICAGO TITLE INSURANCE COMPANY COMMITMENT NO. 302723 COMMITMENT CONDITIONS DEFINITIONS (a) "Knowledge" or "Known": Actual or imputed knowledge, but not constructive notice imparted by the Public Records. (b) "Land": The land described in Schedule A and affixed improvements that by law constitute real property. The teen "Land" does not include any property beyond the lines of the area described in Schedule A, nor any right, title, interest, estate, or easement in abutting streets, roads, avenues, alleys, lanes, ways, or waterways, but this does not modify or limit the extent that a right of access to and from the Land is to be insured by the Policy. (c) 'Mortgage": A mortgage, deed of trust, or other security instrument, including one evidenced by electronic means authorized by law. (d) -Policy': Each contract of title insurance, in a form adopted by the American Land Title Association, issued or to be issued by the Company pursuant to this Commitment. (e) "Proposed Insured": Each person identified in Schedule A as the Proposed Insured of each Policy to be issued pursuant to this Commitment. (f) "Proposed Policy Amount": Each dollar amount specified in Schedule A as the Proposed Policy Amount of each Policy to be issued pursuant to this Commitment. (g) 'Public Records": Records established under state statutes at the Commitment Date for the purpose of imparting constructive notice of matters relating to real property to purchasers for value and without Knowledge. (h) "Title": The estate or interest described in Schedule A. 2. If all of the Schedule B, Part 1-Requirements have not been met within the time period specified in the Commitment to Issue Policy, this Commitment terminates and the Company's liability and obligation end. 3. The Company's liability and obligation is limited by and this Commitment is not valid without: (a) the Notice; (b) the Commitment to Issue Policy; (c) the Commitment Conditions; (d) Schedule A; (e) Schedule B, Part [-Requirements; (1) Schedule B, Part II -Exceptions; and (g) a counter -signature by the Company or its issuing agent that may be in electronic form. 4. COMPANY'S RIGHT TO AMEND The Company may amend this Commitment at any time. If the Company amends this Commitment to add a defect, lien, encumbrance, adverse claim, or other matter recorded in the Public Records prior to the Commitment Date, any liability of the Company is limited by Commitment Condition 5. The Company shall not be liable for any other amendment to this Commitment. 5. LIMITATIONS OF LIABILITY (a) The Company's liability under Commitment Condition 4 is limited to the Proposed Insured's actual expense incurred in the interval between the Company's delivery to the Proposed Insured of the Commitment and the delivery of the amended Commitment, resulting from the Proposed Insured's good faith reliance to: 0) comply with the Schedule B, Part I -Requirements; 0) eliminate, with the Company's written consent, any Schedule B, Part II -Exceptions; or (III) acquire the Title or create the Mortgage covered by this Commitment. (b) The Company shall not be liable under Commitment Condition 5(a) if the Proposed Insured requested the amendment or had Knowledge of the matter and did not notify the Company about it in writing. (c) The Company will only have liability under Commitment Condition 4 it the Proposed Insured would not have incurred the expense had the Commitment included the added matter when the Commitment was first delivered to the Proposed Insured. (d) The Company's liability shall not exceed the lesser of the Proposed Insured's actual expense incurred in goof faith and described in Commitment Conditions 5(a)() through 5(a)(iii) or the Proposed Policy Amount. (e) The Company shall not be liable for the content of the Transaction Identification Data, if any. (f) In no event shall the Company be obligated to issue the Policy referred to in this Commitment unless all of the Schedule B, Part I -Requirements have been met to the satisfaction of the Company. (g) In any event, the Companys liability is limited by the terms and provisions of the Policy. 6. LIABILITY OF THE COMPANY MUST BE BASED ON THIS COMMITMENT (a) Only a Proposed Insured identified in Schedule A, and no other person, may make a claim under this Commitment. (b) Any claim must be based in contract and must be restricted solely to the terms and provisions of this Commitment. This page is only a part of a 2016 ALTA@ Commitment for Title Insurance issued by Chicago Title Insurance Company. This Commitment is not valid without the Notice; the Commitment to Issue Policy, the Commitment Conditions; Schedule A; Schedule 8, PadI-Requirements; Schedule B, Part II -Exceptions; and a counter -signature by the Company or its issuing agent that may be in electronic form. Copyright American Land Title Association. All rights reserved. �rx""" Dine The use of this Form (or any derivative thereof) is restricted to ALTA licensees and ALTA members in good standing as of the date of use. All other uses are prohibited. Reprinted under license from the American Land Title Association. ALTACommitment br Title Insurance (08/01/2016) Printed 04.20.20 @ 10:42 AM Page 9 MN-CT-FMIN-02100.321010-SPS-1-20-302723 CHICAGO TITLE INSURANCE COMPANY (continued) COMMITMENT NO. 302723 (c) Until the Policy is issued, this Commitment, as last revised, is the exclusive and entire agreement between the parties with respect to the subject matter of this Commitment and supersedes all prior commitment negotiations, representations, and proposals of any kind, whether written or oral, express or implied, relating to the subject matter of this Commitment. (d) The deletion or modification of any Schedule B, Part II -Exception does not constitute an agreement or obligation to provide coverage beyond the terms and provisions of this Commitment or the Policy. (e) Any amendment or endorsement to this Commitment must be in writing and authenticated by a person authorized by the Company. (0 When the Policy is issued, all liability and obligation under this Commitment will end and the Company's only liability will be under the Policy. 7. IF THIS COMMITMENT HAS BEEN ISSUED BY AN ISSUING AGENT The issuing agent is the Company's agent only for the limited purpose of issuing title insurance commitments and policies. The issuing agent is not the Company's agent for the purpose of providing closing or settlement services. 8. PRO -FORMA POLICY The Company may provide, at the request of a Proposed Insured, a pro -forma policy illustrating the coverage that the Company may provide. A pro -forma policy neither reflects the status of Title at the time that the pro -forma policy is delivered to a Proposed Insured, nor is it a commitment to insure. S. ARBITRATION The Policy contains an arbitration clause. All arbitrable matters when the Proposed Policy Amount is Two Million And No/100 Dollars ($2,000,000.00) or less shall be arbitrated at the option of either the Company or the Proposed Insured as the exclusive remedy of the parties. A Proposed Insured may review a copy of the arbitration rules at htto://www.aha.ora/arbitration. END OF CONDITIONS This page is only a part of a 2016 ALTA® Commitment for Title Insurance issued by Chicago Title Insurance Company. This Commitment is not valid without the Notice, the Commitment to Issue Policy, the Commitment Conditions; Schedule A; Schedule B, Part 1-Requirements; Schedule B, Part II -Exceptions; and a counter -signature by the Company or its issuing agent that may be in electronic form. — Copyright American Land Title Association. All rights reserved. ,,u"„e=,;:: The use of this Form (or any derivative thereof) is restricted to ALTA licensees and ALTA members in good standing as of the date of use. All other uses are prohibited. Reprinted under license from the American Land Title Association. ALTA Commilmem for Title Insurance (08/0112016) Printed: 04.20.20 Q 10:42 AM Page 10 MNCT-FMIN-02100.321010.4PS-1-20-302723 W o rw LA-jr W •'1- Ctiz W (� > M m Ln Ln ~ � Z G L � LA (Ai 0 N o U 00 VL Q • k J 5 Loa S S tlyOJ N �F$' iq a o u c po6.o m V i A E � w ofrEo ISFl€ m e a s 15 of . N sp€ LI w c ia�Eg mmm' '� �a° r ya a a 0 i xm J J m c c —m c m m c u c m u N C C O q a m LL C C C O N r2 W O O O 2 2 z l7 l7 l7 VI N N ;1,' \ 8\ p e e `\y 4 �\d `}� I �8„ O8 `� � l� 1+ Q \ b t\\ \M\ p \ , \ 8 2 l7 •I I II I . I I J e Z \ I _Y 8\ \ LL Illlll((��TTll, - � x � \ llllllllltltt u W �� e IIIIIITI�e s < G a � �lilllllllllll�l�,1 F O �\\ \ llllllll Ili1. w � � �lllllll Illlll. b � \\ � llllllll A .. � \`ellllll� rg lllA �� Vlll y3 ltilllh, e\ � -, V f 111119y11 \�`, Vlllllllllll Z't illllllil L 1 VIII11lIl1iT1 Klllll ill \ \ ol- 1 \ n e i � u n n le e 1 II I //ttCCRR�� Alllllllllll le le ie ° //aal lllll'7['Ill �llll Ill,°. `s,lll lIll [1TNE: y=I]l� al ii ,� le ��`>•llllllllllllilll �i •un el `� SPECIFICATIONS 1. 18" DEEP ALUMINUM CABINET FILLER PAINTED TO MATCH PM5349 C GREEN, GLOSSY FINISH. 2. ALL CABINET INTERIORS ARE PAINTED LIGHT ENHANCEMENT WHITE. 3. 1 YS" EXTRUDED ALUMINUM RETAINER SECTIONS PAINTED TO MATCH PMS 349 C GREEN, GLOSSY FINISH. 4. FACES ARE FLAT TRANSLUCENT WHITE ACRYLIC WITH FIRST SURFACE VINYL OVERLAYS& WILL SLIDE OUT FOR SERVICE. 5. VINYL COLORS ARE PER COLOR SCHEDULE. 6. INTERNALLY ILLUMINATED WITH WHITE LED'S. T CABINET POWER CUTOFF SWITCH TO BE MOUNTED ON SIDE OF CABINET WITH WEATHERPROOF FLIP -UP COVER & PAINTED TO MATCH CABINET. 8. ADDRESS NUMBERS ARE %" WHITE ACRYLIC MOUNTED TO BASE WITH STUD MOUNTS. (BOTH SIDES) SIGN NY 7r_0ff 6r-9" FFF sT-5" T-2" o Christian, :Brothers AutoMotive • �i 1'-7" Elul — L � S. 4'-1" 1 T-7" (BRICK BASE TO MATCH BUILDING) 25DO PSI CONCRETE (MIN.) TYPICAL OF ONE PIER UNDISTURBED SOIL 5" 7'-2'(W) is 18"(L) N 5"(0) 44 REBAR @12" O.C. 4" DIA SUPPORT PIPE 16" OF CONCRETE OR CRUSHED CINDER BLOCKS PLACED IN BOTTOM 18:: OF FOUNDATION PRIOR TO MAIN POUR. r 18 —1 SQUARE FOOTAGE: SQ. FT. PER FACE: 24 F.C.O. NUMBERS SPECIFICATIONS 1. A" THICK OPAQUE WHITE GEMINI N5687 PLASTIC LETTER FORMS. NUMBERS HAVE WHITE FACES WITH BLACK EDGE (SIDES) 2. LETTERS ARE NON -ILLUMINATED. 3. COPY STYLE: CLARENDON FORTUNE BOLD 4. FLUSH MOUNTED TO MONUMENT WITH APPROPRIATE NON -CORROSIVE MOUNTING HARDWARE AND SEALED WITH SILICONE. aINn POI'' NTOFr SWIKN I h" TNI(N I'MOUMlD OX LDI Of VJINfi ON ando'LNVM%Ir ful-Uf h c. i MIM[Dttl M4Mous"N' NONCORROSIVE MOUNTING PIN Christian Brothers IDr0M0TIVl Address 8941 Crossroads Blvd City Chanhassen State MN 55317 Account Representative: --_-� Connie Keck This design and engineering submitted as our proposal, and the right to use or exhibit in arty form, is not authorized without tact On net, written permission by Vino. Notes Designer 1W Design4 Vg1100468-R1 Original Date 07/21/20 Revision Date 07/34i'" L—ELECTRICAL CONDUIT ALONG STEEL PIPE W ITH J-BOX m.mmu��llBi—. n� 41 [ke,nol ..1snte aid' Ps U l L.11 Fgn WII Oe pwMe P'N EC Mk1e}Sn Z M1M eobe m,r.: r... . .... •Witannett Sw10 ...... sign & lighting 3:12 (LH 9) ILLUMINATED 22" CHANNEL LETTERS WITH BACK PANELS ON WIRE -WAYS mgm mpg sW 37'-2" 9„ 9„ f-1 ppilip 1 t Christian Brothers Automotive 5" FABRICATED ALUMINUM LETTER RETURNS PAINTED BLACK PAINT INTERIOR WITH LIGHT ENHANCING PAINT © I' TRIM CAP BLACK © NON -CORROSIVE INSTALLATION HARDWARE: SEE DETAIL 0 3/16"THICK N7328 PLEX/POLYCARBONATE FACE WHITE © LED DIODE MODULE WHITE (MIN. IS -LEADS) FLAT ALUMINUM BACK WELDED TO RETURNS PAINTED BLACK %" WEEP HOLES(2) TWO PER LETTER O GROUNDED WALL PASS-THRU SEALED WATER TIGHT (SHOWN AS TYPICAL / FRONT ELEVATION TO HAVE PASS THROUGH AT TOP OF LETTER) LOW VOLTAGE ELECTRONIC TRANSFORMER LOCATED IN INTERIOR WALL AREA INSIDE PROTECTIVE CASE BOX ml WATERPROOF FLEXIBLE CONDU IT FO R WIRI NG IL UL LISTE D AN D APP ROVE D 20AMP DISCONNECT SWITCH ® 2"DEEP WIRE -WAY PAINTED BLACK ® I" CO NTOUR.063 ALUMIN UM PAINTE D 6 LOSS BLACK 743 SQFT GREEN PMS349C 1 To. o t o PAINT GLOSSY G g Hanger Bolts PMS BLACK ■��IIIIWHITE PMS WHITE FLEX Reverse Toggle Bolt Mounting. BLACK PAINT, !I I Is Masonry Lag Bolt Mounting. Z0.aN°!'91 Christian Brothers 4 u TO M p TI yE Address 8941 Crossroads Blvd city Chanhassen State MN 55317 Account Representative: Connie Keck This design and engineering is submitted as our proposal, and the right to use or exhibit In any formIs not authorized without written permission by Vixxo. Notes Designer_ _ —JW Design# Vx1100488-R1 Original Date 07/21/20 Revision Date 07/30/20e 4 aVL LISTED ngC p N C V.L LMp 'sr. p.r wxa. uo. a pe .0 31A9. .m• e. - aiee wrcrca W[mn[Is up HEC fch M].6. ®VIXXO sign & lighting 5 12 :::: `E9c: 5© Christian Brotheris 1 u T U mo T I V r' 37'-2" r7 r i Address 2'-0" 1'-10' %jCNkqj§ , • 8941 Crossroads Blvd city Chanhassen NON -CORROSIVE INSTALLATION HARDWARE: SEE DETAIL © 5" FABRICATED ALUMINUM LETTER RETURNS PAINTED BLACK PAINT INTERIOR WITH LIGHT ENHANCING PAINT © I- TRIM CAP RETAINER BLACK FLAT ALUMINUM BACK WELDED TO RETURNS © W THICK METAL FLAT BAR FOR A SECURE INSTALLATION �i LED DIODE MODULE WHITE 3116"THICK PLEX/POLYCARBONATE FACE WHITE LOW VOLTAGE ELECTRONIC TRANSFORMER MOUNTED IN A 7 X" X 7 X" EXTRUDED .050 ALUM. RACEWAY SUPPORTIWIRING BOX PAINTED BLACK VISIBLE CUTOFF SWITCH WITH FLIP -UP COVER mI X" WEEP HOLES(2) TWO PER LETTER m GROUNDED WALL PASS-THRU SEALED WATERTIGHT ® 1'CONTOUR.063 ALUMINUM PAINTED GLOSS BLACK State MN 55317 74.3 SC(FT Account Representative: Connie Keck This design and engineering Is submitted as our proposal, and the right to use or exhibit in any form, is not authorized without written permission by Vixxo. Notes MOUNTINGDETAIL COLOR SCHEDULE r I I gBARLON MFTAL�Xj GREEN PANT PMS 349C GLOSSY FINISH Designer. _._ 1W Design Vz1100488-R1 Original Date 07/21/20 Revision Date 07/30/20 3M N3630-28 GREEN GRAY ORACAL a72iNa LIGHT GRAY VINYL ,,11 "gc I n Ig000 atitaa�.- STUD WHITE PMS WHITE PAINT, PLIX XI. LUITED .Nl sAnna,wmpa..Mums a. u.uma N.s c. anxxzw a tee ems. - BLACK PNIS PAINT, AINTBLACK PIPLIX .,. i' �i 19 Masonry Lag Bolt Mounting. ®VIXXO s 1 g n & lighting 7 12 SIGN i 3'-1" l 0 Dp[ a 41 ADDRESS NUMBER F.C.O. LETTER ELEVATION SQUARE FOOTAGE: 2.56 (1) ONE SET REQUIRED SCALE: 1"=1'-O" SCOPE OF WORK 1. FABRICATE, SHIP & INSTALL (1) ONE SET NEW GEMINI ADDRESS NUMBERS. SPECIFICATIONS 1. Y.-THICK OPAQUE WHITE GEMINI #5687 PLASTIC LETTER FORMS. NUMBERS HAVE WHITE FACES WITH BLACK EDGE (SIDES) 2. LETTERS ARE NON -ILLUMINATED. 3. COPY STYLE: CLARENDON FORTUNE BOLD 4. FLUSH MOUNTED TO BUILDING WITH APPROPRIATE NON MOUNTING HARDWARE AND SEALED WITH SILICONE. n. rx¢r xox.ma.envrs s"no SCALE: iwgir-Y Christian Brothers .1 u To xa r l ye Address 8941 Crossroads Blvd city Chanhassen State MN 55317 Account Representative: Connie Keck This design and engineering Is submhted as our proposal, and the right to use or exhlbn in any form, is not authorized without written permission by Vi+xo. Notes Designer Jw Design# Vg1300488-RI Original Date 07/21/20 Revision Date 07/30/20 .,a.., USi �xt •�ngC •"i" arr, grmp ,dm rN Ee. M txwe. • smn.rn e, g•o..a.e v x rc. nma: sa. im.n.a �o�awon a. o.• riot. cos s�o.a. r.o .gym« ®VIXXO s I g n Is l l g hti rig 8:12 .L� SCALE: 3/16"=1'-0" �V Christian Brothers A V t0 M 01I VC MANAGFR II LUNCH/WORKROOM iv Address ppp lli n TECH. TOILET niV 8941 Crossroads Blvd 17'-0 1/2" 2'-11" r\ —�� city Chanhassen State MIN 55317 III \ / Account Representative: LL _V _JJ Connie Keck SIGN This and engineering Is • SERVICE ll, a submitted as our proposal, and fitted CHRISTIAN BROTHERS • the right to use or exhibit in any SINCE 1982 — — form. Is not authorized wlthotit TOILET ROOM FCO LETTERS Ill 1z"xz4" vxn, written permission by viA.o. Notes ETCHED VINYL STRIP I I TECH. AREA Designer 1W p o a 1 Design g Vx1100488-R1 tnoN MoeaSIGN :.W; Original Date 07/21/20 LAr osvts. (2)12"x73 X" © (2(12"x62" Revision Date 07/30/20 ETCHED VINYL STRIPS ETCHED VINYL STRIPS (1)15"x32" (1)15"x 32" c ETCHED VINYL LOGO ETCHED VINYL LOGO "1-r '"' r..�^gC 1 6n ��^.JLISED '>Ilals[all I be pounGtl^pe Me1.11 E50. DO a i conOURon of pe, sr , 1otle3. RECEPTION/WAITING s�',nii,`A:E=-=oe 3— ®vixx0 sign & lighting PORCH 9:12 u 73 32" 62" 32" � i 1 _ [ENTER CENTER ON ON jGLASS \ / GLASS \ / / OPEN O / \ KIOSK KIOSK RECEPTION / WAITING (2) 12" x 73 %a" ETCHED VINYL STRIPS (1) 15" x 32" ETCHED VINYL LOGO GLASS ETCHED VINYL GRAPHIC SPECIFICATIONS 1. #07 ETCHED GLASS VINYL OVERLAY. 2. OVERLAY APPLIED TO GLASS 2ND SURFACE (BACK OF GLASS) O r COLOR SCHEDULE p07 ETCHED GLASSVINYL (�@i� Christian Brothers A TO M p t I Vr 112" Address :115" 9941 Crossroads Blvd City Chanhassen State _... MN 55317 112" Account Representative: Connie Keck (2) 12" x 62" ETCHED VINYL STRIPS (1) 15" x 32" ETCHED VINYL LOGO Mmob ages 24" r OPEN �/ ❑ LASS C�ATAR CENDS 12" / \ / CENTER / \ ON GLASS / \ SERVICE (1) 12" x 24" ETCHED VINYL STRIP This design and engineering is submmted as ourproposal,aod [he rightto use orexhibilio any form, is not authorized without w ripen permission by Vixm, Notes Designer ___. _. J)Y Design N VX1100488-.R1 Original Date 07/21/20. Revision Date 07/30120. umuL,enLISTED m Naa.N^eC a lh Slgn lll SO ,l eomoe d man x u c nv« mah gewnMtl �o N E C. Mltl<:54. I Ia�M�ontlun m [.CWe 3l0.& ®VIXXO s i g n & I 1 g h t I n g 10:12 re a.�..•.Naa+ SIGN v 9,_O„ 53S1':F INTERIOR FLAT CUT OUT LETTER SET ELEVATION SCALE: %"=1'-O" (1) ONE SET REQUIRED SCOPE OF WORK 1. FABRICATE, SHIP & INSTALL (2) ONE SET FLAT CUT OUT LETTERS. SPECIFICATIONS WTHIOISINTI 1. LETTERS: X" THICK SINTRA PAINTED FIRST SURFACE WHITE GLOSSY FINISH. 2. COPY STYLE: CLARENDON VHETVEwrtH ADHESIVE As It 3. LETTERS MOUNTED FLUSH TO WALL WITH VHB TAPE AND SILICONE. \ / 9,i 9., -� fmm )a Is Alm T CENTER CENTER ON ON WALL WALL \ / \ / OPEN LL SERVICE SCALE: 1/4"=1'-O" EXAMPLE COLOR SCHEDULE Mm oof� Christian Brothers py r0 11 nr l II Address 8941 Crossroads Blvd city Chanhassen State MN 55317 Account Representative: Connie Keck This design and engineering is submlCted as our pl-o,rl and the right to use or exhibit in any form, H not auuh.d,ad wdhain written permission by Viaxo. Notes Designer 1VV Design N VX1100489-R1 Original Date 07/21/20 Revision Date 07/30/20 UL LISTEDstill dtill ngc •m:am., ii—ill pt'NEc Al n. o.t. 25a1 ,..a -,a—,. a. IN c. coa.,tos. ®VIXXO sign & lighting 11:12 SIGN V 20" 12 x L' r A• Christian Brothers 1":-- A U T O M O T I V E 24 x" Y Nice difference. " MON - FRI 7AM — 6PM ' SATURDAYS Xar 8AM — 2PM WINDOW VINYL GRAPHIC ELEVATION (1) ONE REQUIRED SCALE: 1 x"=1'-0" SPECIFICATIONS 1. #07 ETCHED GLASS VINYL OVERLAY. 2. OVERLAY APPLIED TO GLASS 2ND SURFACE (INSIDE OFFICE) COLOR SCHEDULE 007 ETCHED GLASS VINYL 36" 24" SCALE: %"=1'-O" Christian Brothers: n u T d m or l Ye Address 8941 Crossroads Blvd City Chanhassen State MN 11111 Account Representative: Connie Keck This design and engineering Is submitted as our proposal, and the rlght to use or eehlba n, any form, is not authorized without written permizsion by Vixxo. Notes Designer 1W Design # V4100488-Rl Original Date 07/21/20 Revision Date 07/30/20 mFttma,. .iV.sari s e. avwsa — UL cx LISTED �C All Ill —A—n NaU be U.L. u untletl {rer s E.[. Mk45'SU ee I . ^atetl o enaunvrs as cerX Isar 1. 8. „a is 'Pyronnpn SvinU asp nII 1,Aee6l%, a. ®VIXXO sign & lighting 12:12 W- ll�g€ a } Iw xxsvxxrx� NVId JNIINVld 3nl10wolnV e= [ p SN3HIHS VS�HH3 ({ ON�1 3dVOSONV-I tle a „.. „. € N3SSVHNVHO:)VSO 9 II {i-4WD =Z1 I qm Ral JJ x U N <e. 1 a Z ^ E AR $ 11 aaa ee _ x.x 0.9 --_-e------__ �€ €g�4 e! 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Our ASE-Certified technicians will provide you with a detailed inspection and computer analysis of your vehicle. From the output, we'll get you back on the road quickly. Check Engine Light Without the right equipment, you likely don't know what your Check Engine Light means. A list of different things can make this light come on. Our tools can decipher what is happening with your car and tell you what work is needed. Don't let your Check Engine Light freak you out; visit Christian Brothers Automotive for peace of mind. Vehicle Repairs After we've determined the issues hampering your vehicle, an ASE-Certified technician will describe them in detail, or even allow you to see them for yourself. Additionally, they will give you a cost estimate for repairs. You make the ultimate decision before we commence repairs. At Christian Brothers Automotive, we never settle for anything less than long-lasting repairs completed by experienced technicians. Our service includes repairs and maintenance on cooling systems, power steering, exhaust systems, engines, and tires. Brakes At Christian Brothers Automotive, we take pride in our integrity. We will never sell you only brake pads but we will also recommend the right components recommended by your auto manufacturer. Each vehicle varies whereas the alloys used in brake pads and rotors are often very specific. Incorrect brake pads can mean significant damage to rotors and other vital parts. The expert technicians at Christian Brothers Automotive will check to make sure your vehicle only receives the brake pads and components that are specifically engineered for it. Every brake job means resurfacing the rotors. The brake pads are just half of the relationship — without properly serviced rotors, your car will not stop as quickly as it should. Every rotor is resurfaced according to manufacturer specifications and lubricated properly to make sure the brake pads get the maximum durability. Fluid is an often overlooked component of the brake system. Brake fluid is checked for quantity, but not usually checked for quality. Your brake fluid can become dirty and create problems when it is supposed to be flowing to the calipers to stop your car. Clean, new brake fluid can help extend the life of your entire brake system and save you money on costly brake repairs in the future. Electrical System Most mechanical functions are now dependent on electrical components. Your car is controlled by a complex arrangement of wires, sensors and computers working together. If communication along those wires is interrupted, it could have major consequences for several components of your vehicle. Electrical systems are now more complicated, but more reliable and easier to diagnose and remedy with the proper equipment. At Christian Brothers Automotive, we have a full line of manufacturer certified diagnostic tools. The tools, scanners and equipment are the same or better than those used in dealership service departments. Our ASE certified technicians know your car's electrical components and can quickly and effectively diagnose the problem. At Christian Brothers Automotive, we take a serious, targeted approach to pinpoint the problem and minimize the cost of your repair to one of the electrical components. Sometimes what seems like a major repair could merely be a software issue. Computers control your car. Starters, alternators, air conditioning systems and many other components are now computer controlled. Our ASE certified technicians will make sure you do not waste money on diagnostics and parts. Your battery could also be the culprit of an electrical system problem. A loose battery cable, a faulty wire or a dirty connection could appear to be a bigger problem than reality. If your battery is not receiving a charge, the alternator may need replacement. You will receive a full system check, not just a recommendation for parts you may not need. We check the basics before recommending a major repair. We care about your car and we respect your budget. AC Services At Christian Brothers Automotive, we do things differently. Our ASE-certified technicians do more than your ordinary air conditioning system check. Your car is a complex machine and it demands a full diagnostic treatment and service. A full air conditioning service at Christian Brothers Automotive means a full inspection to make sure we get to the root of the problem and not simply treat the symptoms. There is not a definitive way to predict a failure for your air conditioning system. However, when your car's AC system needs service or repair, the right equipment and experience are important. Christian Brothers Automotive only uses expert, ASE-certified technicians and the latest tools and equipment for air conditioning service and repair. You cannot determine the source of a leak or diagnose a problem with the AC system without a thorough examination. Drivetrain & Suspension The drive train, also referred to as the power train, refers to the parts and systems that create power and deliver it to the road. It is a holistic system that makes your car travel safely down the road. The main parts of the drive train includes: the wheels, suspension, drive shaft, engine and transmission. A properly maintained power train means that the energy produced by your engine is being used in the most efficient way possible. Thus, you will have a more fuel efficient car and more miles per gallon. At Christian Brothers Automotive, we strive to make sure your suspension system is working at its optimal performance. Suspension Systems The suspension system is the bridge between the engine and the power it generates to the wheels and the impact the road has on the vehicle. Movement and inertia create incredible forces on your car's frame. Your suspension system balances the vehicle. An improperly maintained suspension system can create an unsafe vehicle and unsafe driving conditions for you, your family and other drivers. The engine and transmission (along with the drive shaft and differential) move the car forward, but to make the vehicle manageable and driver -friendly, the suspension system absorbs the energy. A worn steering and suspension system can create excess noise, premature tire wear, vibrations and alignment damage. At Christian Brothers Automotive, we make sure your suspension system is fully operational and up to your vehicle's manufacturer standards. Like all repairs and services at Christian Brothers Automotive, suspension, drive train, transmission and engine repair, services and maintenance are covered by our 24 month/ 24,000 mile warranty. Christian Brothers Automotive's suspension service can repair or replace virtually all suspension components, including: bushings, sway arms, center links, ball joints, idler arms, pitman arms, tie rod sleeves, tie rod ends, struts, shock absorbers, coil springs, CV joints, CV boots, CV axle half shafts, universal joints and springs and any other manufacturer specific components your vehicle may need. III1111� �°. IIIIIII ����..� _ _- lien �IIIIII 1 IIII111 - r IIIIIII -_ = 1111111� !lIIIII - _ l��lll I11� M, _- IIIIIIin=_ IIIIIII IIIIIII Illllll� . IIIIIII =_ Egg! 11,;,;, 11111�lMEE �• 4 -_ IIIIIII G 9 _ _- _ - ;!!ME il- .44 1DIV''''' M EMT AMON I'll E. 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Christian Brothers as _ mofjAutomotive a 4 ChriaaListan olhere aa - g � 8 � Aulore croaarosas elver p} H m W , ma rn m Chanhassen. MN 55317 _ `= 1 := a p e cc s�9 GICSS NW 'uaaeayuey��� Pelg epeolaeolJ aA�Om%y aAMj OMU10, 11d uaq�a yaq . 4� saa taq� j p � Et q t i F 9g a F ZyZ O g g a 35 P � § Q r E ;g hlG y $ fy � @q�Pr�g serE2g2��xC gg a i p i ggE aq Y 3 65 gs iqgg p q�ggg=��:1 4dg `a g e� xeAA�a Side, gge'ap• Ohl ed 3aid i3 �$E�3 w o Av W CL ila O LL y of � �pY w yi F . 14 i[� �eA f� c lown 3jekYi +- .:." F ile E f i carp• �eS y•6 Zpe i ! fill *I iBeE. PIN Fill p, e e[y Y �K 6 n fill SITE DEVELOPMENT PLANS W Q 0 M 0 N E m a U m 3 W W 2 D' W 0 U 0 U a) L W cc 0 Q U c m .N M_ z ►_ w x O Of m z U) U 5 W JI U P PROJECT TEAM: ENGINEER KIMLEY-HORN AND ASSOCIATES, INC. Kimley Horn PREPARED BY: BRANDON R. ELEGERT, P.E. 767 EUSTIS STREET, SUITE 100 ST. PAUL, MN 55114 TELEPHONE (651) 645-4197 LANDSCAPE ARCHITECT EVERGREEN DESIGN GROUP, INC. PO BOX 2193 GARNER, NC 27529 TELEPHONE: (800) 680-6630 FAX: (866) 579-8452 CONTACT:RODNEY MCNABB ARCHITECT CORTLAND MORGAN ARCHITECT 711 N. FIELDER ROAD ARLINGTON, TX 76012 TELEPHONE: (817) 635-5699 FAX: (817) 635-5699 CONTACT: DANA KING CHRISTIAN BROTHERS AUTOMOTIVE 8941 CROSSROADS BLVD SECTION 24, TOWNSHIP 116N, RANGE 23W CHANHASSEN, CARVER COUNTY, MN OWNER / DEVELOPER CHRISTIAN BROTHERS AUTOMOTIVE Christian Brothers 17725 KATY FREEWAY HOUSTON, TX 77094 TELEPHONE: (281) 675-6120 CONTACT: JONATHAN WAKEFIELD CONTACT:JACOB STEELE EMAIL: JACOB.STEELE@CBAC.COM SURVEYOR EGAN, FIELD & NOWAK, INC. 1229 TAYLOR STREET NE, SUITE 100 MINNEAPOLIS, MN 55413 TELEPHONE: (612) 466-3300 CONTACT: ERIC ROESER NORTH N.T.S. 1►[oil 9*31 1. CONTRACTOR SHALL CONFIRM THAT THE EXISTING CONDITIONS FOR THE SITE MATCH WHAT IS SHOWN ON THE DRAWINGS INCLUDED PRIOR TO CONSTRUCTION. 2. IF REPRODUCED, THE SCALES SHOWN ON THESE PLANS ARE BASED ON A ANSI FULL BLEED D (34.00 X 22.00 INCHES) SHEET, 3. ALL NECESSARY INSPECTIONS AND/OR CERTIFICATIONS REQUIRED BY CODES AND/OR UTILITY SERVICES COMPANIES SHALL BE PERFORMED PRIOR TO ANNOUNCED BUILDING POSSESSION AND THE FINAL CONNECTION OF SERVICES. 4. ALL GENERAL CONTRACTOR WORK TO BE COMPLETED (EARTHWORK, FINAL UTILITIES, AND FINAL GRADING) BY THE MILESTONE DATE: IN PROJECT DOCUMENTS. DRAWING INDEX SHEET NO. SHEET TITLE CO.0 COVER SHEET COA GENERAL NOTES CO.2 ALTA SURVEY C1.0 DEMOLITION AND EROSION CONTROL - PHA PLAN C1.1 EROSION AND SEDIMENT CONTROL DETAILS C2.0 SITE PLAN C2.1 SITE DETAILS C2.2 SITE DETAILS C3.0 GRADING, DRAINAGE & EROSION CONTROL PH. 2 PLAN C3.1 GRADING AND DRAINAGE DETAILS C4.0 UTILITY PLAN C4.1 UTILITY DETAILS CITY OF CHANHASSEN RECEIVED SEP 04 2020 CHANHASSEN PLANNING DEPT Know what's below. Call before you dig. cZ G_ J 11J ry a- m W O W m Q Z Q WON N W ZijN1F aka :00 of ¢wwww ~ a ❑ J WX mox=30 L ) 0<� >UM<WO W`M W0 W W o4(7Z -02=w� W \W O V It z J a rn F o � W F � U Z w W x W 0. N U) F Vl W W r U) Z 0 W I I z W IW p LLI Wcl) 00- LLW O cn> 0 �m m a. LU Q U a F- � cn Q w _ N 00 U U SHEET NUMBER CO.0 a 0 0 N O N U uoi a c m c o` S T a� E Y 0 i^ a m 0 0 L_ 3 d a m t m U c N 0 m 0 m v c m `o x E Y c 0 a m m v m c O N 0 L 5 m c z .c 0 0 r c d E U 0 v L c 0 U m a 0 a E v m 0 m -o d m m a 3 3 c N U c m m a a U W U d a d 0 T c 0 0 m c c c N 0 N O c 0 E 2 c c m m c d t 0 m C a c 0 a m a U c t L a� « E 0 0 A GENERAL CONSTRUCTION NOTES 1. THE CONTRACTOR AND SUBCONTRACTORS SHALL OBTAIN A COPY OF THE MN DEPARTMENT OF TRANSPORTATION "STANDARD SPECIFICATIONS FOR CONSTRUCTION" (LATEST EDITION) AND BECOME FAMILIAR WITH THE CONTENTS PRIOR TO COMMENCING WORK, AND, UNLESS OTHERWISE NOTED, ALL WORK SHALL CONFORM AS APPLICABLE TO THESE STANDARDS AND SPECIFICATIONS. 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FURNISHING ALL MATERIAL AND LABOR TO CONSTRUCT THE FACILITY AS SHOWN AND DESCRIBED IN THE CONSTRUCTION DOCUMENTS IN ACCORDANCE WITH THE APPROPRIATE APPROVING AUTHORITIES, SPECIFICATIONS AND REQUIREMENTS. CONTRACTOR SHALL CLEAR AND GRUB ALL AREAS UNLESS OTHERWISE INDICATED, REMOVING TREES, STUMPS, ROOTS, MUCK, EXISTING PAVEMENT AND ALL OTHER DELETERIOUS MATERIAL. 3. THE EXISTING SUBSURFACE UTILITY INFORMATION IN THIS PLAN IS QUALITY LEVEL "D" UNLESS OTHERWISE NOTED. THIS QUALITY LEVEL WAS DETERMINED ACCORDING TO THE GUIDELINES OF Cl/ACSE 38/02, ENTITLED STANDARD GUIDELINES FOR THE COLLECTION AND DEPICTION OF SUBSURFACE QUALITY DATA BY THE FHA. EXISTING UTILITIES SHOWN ARE LOCATED ACCORDING TO THE INFORMATION AVAILABLE TO THE ENGINEER AT THE TIME OF THE TOPOGRAPHIC SURVEY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR THE ENGINEER. GUARANTEE IS NOT MADE THAT ALL EXISTING UNDERGROUND UTILITIES ARE SHOWN OR THAT THE LOCATION OF THOSE SHOWN ARE ENTIRELY ACCURATE. FINDING THE ACTUAL LOCATION OF ANY EXISTING UTILITIES IS THE CONTRACTOR'S RESPONSIBILITY AND SHALL BE DONE BEFORE COMMENCING ANY WORK IN THE VICINITY. FURTHERMORE, THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES DUE TO THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. THE OWNER OR ENGINEER WILL ASSUME NO LIABILITY FOR ANY DAMAGES SUSTAINED OR COST INCURRED BECAUSE OF THE OPERATIONS IN THE VICINITY OF EXISTING UTILITIES OR STRUCTURES, NOR FOR TEMPORARY BRACING AND SHORING OF SAME. IF IT IS NECESSARY TO SHORE, BRACE, SWING OR RELOCATE A UTILITY, THE UTILITY COMPANY OR DEPARTMENT AFFECTED SHALL BE CONTACTED AND THEIR PERMISSION OBTAINED REGARDING THE METHOD TO USE FOR SUCH WORK. 4. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE VARIOUS UTILITY COMPANIES WHICH MAY HAVE BURIED OR AERIAL UTILITIES WITHIN OR NEAR THE CONSTRUCTION AREA BEFORE COMMENCING WORK. THE CONTRACTOR SHALL PROVIDE 48 HOURS MINIMUM NOTICE TO ALL UTILITY COMPANIES PRIOR TO BEGINNING CONST RUCTION. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL REQUIRED CONSTRUCTION PERMITS AND BONDS IF REQUIRED PRIOR TO CONSTRUCTION. 6. THE CONTRACTOR SHALL HAVE AVAILABLE AT THE JOB SITE AT ALL TIMES ONE COPY OF THE CONSTRUCTION DOCUMENTS INCLUDING PLANS, SPECIFICATIONS, GEOTECHNICAL REPORT AND SPECIAL CONDITIONS AND COPIES OF ANY REQUIRED CONSTRUCTION PERMITS. 7. ANY DISCREPANCIES ON THE DRAWINGS SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE OWNER AND ENGINEER BEFORE COMMENCING WORK. NO FIELD CHANGES OR DEVIATIONS FROM DESIGN ARE TO BE MADE WITHOUT PRIOR APPROVAL OF THE OWNER AND NOTIFICATION TO THE ENGINEER. 8. ALL COPIES OF COMPACTION, CONCRETE AND OTHER REQUIRED TEST RESULTS ARE TO BE SENT TO THE OWNER DIRECTLY FROM THE TESTING AGENCY. 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DOCUMENTING AND MAINTAINING AS -BUILT INFORMATION WHICH SHALL BE RECORDED AS CONSTRUCTION PROGRESSES OR AT THE COMPLETION OF APPROPRIATE CONSTRUCTION INTERVALS AND SHALL BE RESPONSIBLE FOR PROVIDING AS -BUILT DRAWINGS TO THE OWNER FOR THE PURPOSE OF CERTIFICATION TO JURISDICTIONAL AGENCIES AS REQUIRED. ALL AS -BUILT DATA SHALL BE COLLECTED BY A STATE OF MN PROFESSIONAL LAND SURVEYOR WHOSE SERVICES ARE ENGAGED BY THE CONTRACTOR. 10. ANY WELLS DISCOVERED ON SITE THAT WILL HAVE NO USE MUST BE PLUGGED BY A LICENSED WELL DRILLING CONTRACTOR IN A MANNER APPROVED BY ALL JURISDICTIONAL AGENCIES. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ANY WELL ABANDONMENT PERMITS REQUIRED. 11. ANY WELL DISCOVERED DURING EARTH MOVING OR EXCAVATION SHALL BE REPORTED TO THE APPROPRIATE JURISDICTIONAL AGENCIES WITHIN 24 HOURS AFTER DISCOVERY IS MADE. 12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THAT THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS DO NOT CONFLICT WITH ANY KNOWN EXISTING OR OTHER PROPOSED IMPROVEMENTS. IF ANY CONFLICTS ARE DISCOVERED, THE CONTRACTOR SHALL NOTIFY THE OWNER PRIOR TO INSTALLATION OF ANY PORTION OF THE SITE WORK THAT WOULD BE AFFECTED. FAILURE TO NOTIFY OWNER OF AN IDENTIFIABLE CONFLICT PRIOR TO PROCEEDING WITH INSTALLATION RELIEVES OWNER OF ANY OBLIGATION TO PAY FOR A RELATED CHANGE ORDER. 13. SHOULD CONTRACTOR ENCOUNTER ANY DEBRIS LADEN SOIL, STRUCTURES NOT IDENTIFIED IN THE DOCUMENTS, OR OTHER SOURCE OF POTENTIAL CONTAMINATION, THEY SHALL IMMEDIATELY CONTACT THE ENGINEER AND OWNER. EROSION CONTROL MAINTENANCE ALL MEASURES STATED ON THE EROSION AND SEDIMENT CONTROL PLAN, AND IN THE STORM WATER POLLUTION PREVENTION PLAN, SHALL BE MAINTAINED IN FULLY FUNCTIONAL CONDITION AS REQUIRED BY ALL JURISDICTIONS UNTIL NO LONGER REQUIRED FOR A COMPLETED PHASE OF WORK OR FINAL STABILIZATION OF THE SITE. ALL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE CHECKED BY A CERTIFIED PERSON AT LEAST ONCE EVERY 7 CALENDAR DAYS AND WITHIN 24 HOURS OF THE END OF A 0.5" RAINFALL EVENT, AND CLEANED AND REPAIRED IN ACCORDANCE WITH THE FOLLOWING: INLET PROTECTION DEVICES AND BARRIERS SHALL BE REPAIRED OR REPLACED IF THEY SHOW SIGNS OF UNDERMINING, OR DETERIORATION. 1. ALL SEEDED AREAS SHALL BE CHECKED REGULARLY TO SEE THAT A GOOD STAND IS MAINTAINED. AREAS SHOULD BE FERTILIZED, WATERED AND RESEEDED AS NEEDED. FOR MAINTENANCE REQUIREMENTS REFER TO THE STANDARD SPECIFICATIONS. 2. SILT FENCES SHALL BE REPAIRED TO THEIR ORIGINAL CONDITIONS IF DAMAGED. SEDIMENT SHALL BE REMOVED FROM THE SILT FENCES WHEN IT REACHES ONE-THIRD THE HEIGHT OF THE SILT FENCE. 3. THE CONSTRUCTION ENTRANCE(S) SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT PERIODIC TOP DRESSING THIS MAY REQUIRE TRACKING OR FLOW OF MUD ON TO PUBLIC RIGHTS -OF -WAY. OF THE CONSTRUCTION ENTRANCES AS CONDITIONS DEMAND. 4. THE TEMPORARY PARKING AND STORAGE AREA SHALL BE KEPT IN GOOD CONDITION (SUITABLE FOR PARKING AND STORAGE). THIS MAY REQUIRE PERIODIC TOP DRESSING OF THE TEMPORARY PARKING AS CONDITIONS DEMAND. 5. ALL MAINTENANCE OPERATIONS SHALL BE DONE IN A TIMELY MANNER BUT IN NO CASE LATER THAN 2 CALENDAR DAYS FOLLOWING THE INSPECTION. TYPICAL OWNER/ENGINEER OBSERVATIONS CONTRACTOR SHALL NOTIFY OWNER AND/OR ENGINEER 48 HOURS IN ADVANCE OF THE FOLLOWING ACTIVITIES: - PRE -CONSTRUCTION MEETING, SUBGRADE PREPARATION, BASE INSTALLATION ASPHALT INSTALLATION, UNDERGROUND PIPING AND UTILITIES INSTALLATION, INSTALLATION OF STRUCTURES, CHECK VALVES, HYDRANTS, METERS, ETC., SIDEWALK INSTALLATION, CONNECTIONS TO WATER AND SEWER MAINS, TESTS OF UTILITIES EROSION CONTROL NOTES 1. THE STORM WATER POLLUTION PREVENTION PLAN ("SWPPP") IS COMPRISED OF THE EROSION CONTROL PLAN, THE STANDARD DETAILS, THE PLAN NARRATIVE, ATTACHMENTS INCLUDED IN THE SPECIFICATIONS OF THE SWPPP, PLUS THE PERMIT AND ALL SUBSEQUENT REPORTS AND RELATED DOCUMENTS. 2. ALL CONTRACTORS AND SUBCONTRACTORS INVOLVED WITH STORM WATER POLLUTION PREVENTION SHALL OBTAIN A COPY OF THE STORM WATER POLLUTION PREVENTION PLAN AND THE STATE OF MN NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM GENERAL PERMIT (NPDES PERMIT) AND BECOME FAMILIAR WITH THEIR CONTENTS. 3. BEST MANAGEMENT PRACTICES (BMP'S) AND CONTROLS SHALL CONFORM TO FEDERAL, STATE, OR LOCAL REQUIREMENTS OR MANUAL OF PRACTICE, AS APPLICABLE. THE CONTRACTOR SHALL IMPLEMENT ADDITIONAL CONTROLS AS DIRECTED BY THE PERMITTING AGENCY OR OWNER. 4. SITE ENTRY AND EXIT LOCATIONS SHALL BE MAINTAINED IN A CONDITION THAT WILL PREVENT THE TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC ROADWAYS. ALL SEDIMENT SPILLED, DROPPED, WASHED, OR TRACKED ON A PUBLIC ROADWAY MUST BE REMOVED IMMEDIATELY. WHEN WASHING IS REQUIRED TO REMOVE SEDIMENT PRIOR TO ENTRANCE ONTO A PUBLIC ROADWAY, IT SHALL BE DONE IN AN AREA STABILIZED WITH CRUSHED STONE WHICH DRAINS INTO AN APPROVED SEDIMENT BASIN. ALL FINES IMPOSED FOR DISCHARGING SEDIMENT ONTO PUBLIC AREAS SHALL BE PAID BY THE CONTRACTOR. 5. TEMPORARY SEEDING OR OTHER APPROVED METHODS OF STABILIZATION SHALL BE INITIATED WITHIN 7 DAYS OF THE LAST DISTURBANCE ON ANY AREA OF THE SITE. 6. THE CONTRACTOR SHALL MINIMIZE CLEARING TO THE MAXIMUM EXTENT PRACTICAL OR AS REQUIRED BY THE GENERAL PERMIT. 7. CONTRACTOR SHALL DENOTE ON PLAN THE TEMPORARY PARKING AND STORAGE AREA WHICH SHALL ALSO BE USED AS THE EQUIPMENT MAINTENANCE AND CLEANING AREA, EMPLOYEE PARKING AREA, AND AREA FOR LOCATING PORTABLE FACILITIES, OFFICE TRAILERS, AND TOILET FACILITIES. 8. ALL WASH WATER (CONCRETE TRUCKS, VEHICLE CLEANING, EQUIPMENT CLEANING, ETC.) SHALL BE DETAINED AND PROPERLY TREATED OR DISPOSED. 9. SUFFICIENT OIL AND GREASE ABSORBING MATERIALS AND FLOTATION BOOMS SHALL BE MAINTAINED ON SITE OR READILY AVAILABLE TO CONTAIN AND CLEAN-UP FUEL OR CHEMICAL SPILLS AND LEAKS. 10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DUST CONTROL ON SITE. THE USE OF MOTOR OILS AND OTHER PETROLEUM BASED OR TOXIC LIQUIDS FOR DUST SUPPRESSION OPERATIONS IS PROHIBITED. 11. RUBBISH, TRASH, GARBAGE, LITTER, OR OTHER SUCH MATERIALS SHALL BE DEPOSITED INTO SEALED CONTAINERS. MATERIALS SHALL BE PREVENTED FROM LEAVING THE PREMISES THROUGH THE ACTION OF WIND OR STORM WATER DISCHARGE INTO DRAINAGE DITCHES OR WATERS OF THE STATE. 12. ALL STORM WATER POLLUTION PREVENTION MEASURES PRESENTED ON THE PLAN SHALL BE INITIATED AS SOON AS IS PRACTICABLE. 13. ALL STAGING AREAS, STOCKPILES, SPOILS, ETC. SHALL BE LOCATED SUCH THAT THEY WILL NOT ADVERSELY AFFECT STORM WATER QUALITY. OTHERWISE, COVERING OR ENCIRCLING THESE AREAS WITH SO ME PROTECTIVE MEASURE WILL BE NECESSARY. 14. CONTRACTOR SHALL BE RESPONSIBLE FOR RE-ESTABLISHING ANY EROSION CONTROL DEVICE WHICH THEY DISTURB. EACH CONTRACTOR SHALL NOTIFY THE OWNER'S REPRESENTATIVE OF ANY DEFICIENCIES IN THE ESTABLISHED EROSION CONTROL MEASURES THAT MAY LEAD TO UNAUTHORIZED DISCHARGE OR STORM WATER POLLUTION, SEDIMENTATION, OR OTHER POLLUTANTS. UNAUTHORIZED POLLUTANTS INCLUDE (BUT ARE NOT LIMITED TO) EXCESS CONCRETE DUMPING OR CONCRETE RESIDUE, PAINTS, SOLVENTS, GREASES, FUEL AND LUBRICANT OIL, PESTICIDES, AND ANY SOLID WASTE MATERIALS. 15. EROSION CONTROL DEVICES SHOWN ON THESE PLANS SHALL BE INSTALLED PRIOR TO THE START OF LAND -DISTURBING ACTIVITIES ON THE PROJECT. 16. ALL EROSION CONTROL DEVICES ARE TO BE INSTALLED IN ACCORDANCE WITH THE APPROVED PLANS AND SPECIFICATIONS FOR THIS PROJECT. CHANGES ARE TO BE APPROVED BEFORE CONSTRUCTION BY THE DESIGN ENGINEER AND THE CITY OF CHANHASSEN ENGINEERING DIVISION. 17. IF THE EROSION CONTROL PLAN AS APPROVED CANNOT CONTROL EROSION AND OFFSITE SEDIMENTATION FROM THE PROJECT, THE EROSION CONTROL PLAN WILL HAVE TO BE REVISED AND/OR ADDITIONAL EROSION CONTROL DEVICES WILL BE REQUIRED ON SITE. ANY REVISIONS TO THE EROSION CONTROL PLAN MADE BY THE CONTRACTOR MUST BE APPROVED BY THE ENGINEER. PAVING AND STRIPING NOTES 1. ALL PAVING, CONSTRUCTION, MATERIALS, AND WORKMANSHIP WITHIN JURISDICTION'S RIGHT-OF-WAY SHALL BE IN ACCORDANCE WITH LOCAL OR COUNTY SPECIFICATIONS AND STANDARDS (LATEST EDITION) OR MN/DOT SPECIFICATIONS AND STANDARDS (LATEST EDITION) IF NOT COVERED BY LOCAL OR COUNTY REGULATIONS. 2. ALL SIGNS, PAVEMENT MARKINGS, AND OTHER TRAFFIC CONTROL DEVICES SHALL CONFORM TO MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (M.U.T.C.D) AND CITY STANDARDS. 3. CONTRACTOR SHALL FURNISH ALL PAVEMENT MARKINGS FOR FIRE LANES, ROADWAY LANES, PARKING STALLS, ACCESSIBLE PARKING SYMBOLS, ACCESS AISLES, STOP BARS AND SIGNS, AND MISCELLANEOUS STRIPING WITHIN THE PARKING LOT AS SHOWN ON THE PLANS. 4. ALL EXPANSION JOINTS SHALL EXTEND THROUGH THE CURB. 5. THE MINIMUM LENGTH OF OFFSET JOINTS AT RADIUS POINTS SHALL BE 2 FEET. 6. ALL JOINTS, INCLUDING EXPANSION JOINTS WITH REMOVABLE TACK STRIPS, SHALL BE SEALED WITH JOINT SEALANT. 7. THE MATERIALS AND PROPERTIES OF ALL CONCRETE SHALL MEET THE APPLICABLE REQUIREMENTS IN THE A.C.I. (AMERICAN CONCRETE INSTITUTE) MANUAL OF CONCRETE PRACTICE. 8. CONTRACTOR SHALL APPLY A SECOND COATING OVER ALL PAVEMENT MARKINGS PRIOR TO ACCEPTANCE BY OWNER FOLLOWED BY A COAT OF GLASS BEADS AS APPLICABLE PER THE PROJECT DOCUMENTS. 9. ANY EXISTING PAVEMENT, CURBS AND/OR SIDEWALKS DAMAGED OR REMOVED WILL BE REPAIRED BY THE CONTRACTOR AT HIS EXPENSE TO THE SATISFACTION OF THE ENGINEER AND OWNER. 10. BEFORE PLACING PAVEMENT, CONTRACTOR SHALL VERIFY SUITABLE ACCESSIBLE ROUTES (PER A.D.A). GRADING FOR ALL SIDEWALKS AND ACCESSIBLE ROUTES INCLUDING CROSSING DRIVEWAYS SHALL CONFORM TO CURRENT ADA STATE/NATIONAL STANDARDS. IN NO CASE SHALL ACCESSIBLE RAMP SLOPES EXCEED 1 VERTICAL TO 12 HORIZONTAL. IN NO CASE SHALL SIDEWALK CROSS SLOPES EXCEED 2% . IN NO CASE SHALL LONGITUDINAL SIDEWALK SLOPES EXCEED 5%. IN NO CASE SHALL ACCESSIBLE PARKING STALLS OR AISLES EXCEED 2% (1.5% TARGET) IN ALL DIRECTIONS. SIDEWALK ACCESS TO EXTERNAL BUILDING DOORS AND GATES SHALL BE ADA COMPLIANT. CONTRACTOR SHALL NOTIFY ENGINEER IMMEDIATELY IF ADA CRITERIA CANNOT BE MET IN ANY LOCATION PRIOR TO PAVING. NO CONTRACTOR CHANGE ORDERS WILL BE ACCEPTED FOR A.D.A COMPLIANCE ISSUES. 11. MAXIMUM JOINT SPACING IS TWICE THE DEPTH OF THE CONCRETE PAVEMENT IN FEET. GRADING AND DRAINAGE NOTES 1. GENERAL CONTRACTOR AND ALL SUBCONTRACTORS SHALL VERIFY THE SUITABILITY OF ALL EXISTING AND PROPOSED SITE CONDITIONS INCLUDING GRADES AND DIMENSIONS BEFORE START OF CONSTRUCTION. THE ENGINEER SHALL BE NOTIFIED IMMEDIATELY OF ANY DISCREPANCIES. 2. THE CONTRACTOR SHALL GRADE THE SITE TO THE ELEVATIONS INDICATED AND SHALL ADJUST BMP'S AS NECESSARY AND REGRADE WASHOUTS WHERE THEY OCCUR AFTER EVERY RAINFALL UNTIL A GRASS STAND IS WELL ESTABLISHED OR ADEQUATE STABILIZATION OCCURS. 3. CONTRACTOR SHALL ENSURE THERE IS POSITIVE DRAINAGE FROM THE PROPOSED BUILDINGS SO THAT SURFACE RUNOFF WILL DRAIN BY GRAVITY TO NEW OR EXISTING DRAINAGE OUTLETS. CONTRACTOR SHALL ENSURE NO PONDING OCCURS IN PAVED AREAS AND SHALL NOTIFY ENGINEER IF ANY GRADING DISCREPANCIES ARE FOUND IN THE EXISTING AND PROPOSED GRADES PRIOR TO PLACEMENT OF PAVEMENT OR UTILITIES. 4. CONTRACTOR SHALL PROTECT ALL MANHOLE COVERS, VALVE COVERS, VAULT LIDS, FIRE HYDRANTS, POWER POLES, GUY WIRES, AND TELEPHONE BOXES THAT ARE TO REMAIN IN PLACE AND UNDISTURBED DURING CONSTRUCTION. EXISTING CASTINGS AND STRUCTURES TO REMAIN SHALL BE ADJUSTED TO MATCH THE PROPOSED FINISHED GRADES. 5. BACKFILL FOR UTILITY LINES SHALL BE PLACED PER DETAILS, STANDARDS, AND SPECIFICATIONS SO THAT THE UTILITY WILL BE STABLE. WHERE UTILITY LINES CROSS THE PARKING LOT, THE TOP 6 INCHES SHALL BE COMPACTED SIMILARLY TO THE REMAINDER OF THE LOT. UTILITY DITCHES SHALL BE VISUALLY INSPECTED DURING THE EXCAVATION PROCESS TO ENSURE THAT UNDESIRABLE FILL IS NOT USED. 6. CONTRACTOR IS RESPONSIBLE FOR THE REMOVAL AND REPLACEMENT OF 4" OF TOPSOIL AT COMPLETION OF WORK. ALL UNPAVED AREAS IN EXISTING RIGHTS -OF -WAY DISTURBED BY CONSTRUCTION SHALL BE REGRADED AND SODDED. 7. AFTER PLACEMENT OF SUBGRADE AND PRIOR TO PLACEMENT OF PAVEMENT, CONTRACTOR SHALL TEST AND OBSERVE PAVEMENT AREAS FOR EVIDENCE OF PONDING. ALL AREAS SHALL ADEQUATELY DRAIN TOWARDS THE INTENDED STRUCTURE TO CONVEY STORM RUNOFF. CONTRACTOR SHALL IMMEDIATELY NO TIFY OWNER AND ENGINEER IF ANY DISCREPANCIES ARE DISCOVE RED. 8. WHERE EXISTING PAVEMENT IS INDICATED TO BE REMOVED AND REPLACED, THE CONTRACTOR SHALL SAW CUT FULL DEPTH FOR A SMOOTH AND STRAIGHT JOINT AND REPLACE THE PAVEMENT WITH THE SAME TYPE AND DEPTH OF MATERIAL AS EXISTING OR AS INDICATED. 9. THE CONTRACTOR SHALL INSTALL PROTECTION OVER ALL DRAINAGE STRUCTURES FOR THE DURATION OF CONSTRUCTION AND UNTIL ACCEPTANCE OF THE PROJECT BY THE OWNER. ALL DRAINAGE STRUCTURES SHALL BE CLEANED OF DEBRIS AS REQUIRED DURING AND AT THE END OF CONSTRUCTION TO PROVIDE POSITIVE DRAINAGE FLOWS. 10. IF DEWATERING IS REQUIRED, THE CONTRACTOR SHALL OBTAIN ANY APPLICABLE REQUIRED PERMITS. THE CONTRACTOR IS TO COORDINATE WITH THE OWNER AND THE DESIGN ENGINEER PRIOR TO ANY EXCAVATION. 11. FIELD DENSITY TESTS SHALL BE TAKEN AT INTERVALS IN ACCORDANCE WITH THE LOCAL JURISDICTIONAL AGENCY OR TO MN/DOT STANDARDS. IN THE EVENT THAT THE CONTRACT DOCUMENTS AND THE JURISDICTIONAL AGENCY REQUIREMENTS ARE NOT IN AGREEMENT, THE MOST STRINGENT SHALL GOVERN. 12. ALL SLOPES AND AREAS DISTURBED BY CONSTRUCTION SHALL BE GRADED AS PER PLANS. THE AREAS SHALL THEN BE SODDED OR SEEDED AS SPECIFIED IN THE PLANS, FERTILIZED, MULCHED, WATERED AND MAINTAINED UNTIL HARDY GRASS GROWTH IS ESTABLISHED IN ALL AREAS. ANY AREAS DISTURBED FOR ANY REASON PRIOR TO FINAL ACCEPTANCE OF THE JOB SHALL BE CORRECTED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. ALL EARTHEN AREAS WILL BE SODDED OR SEEDED AND MULCHED AS SHOWN ON THE LANDSCAPING PLAN. 13. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CONTROL OF DUST AND DIRT RISING AND SCATTERING IN THE AIR DURING CONSTRUCTION AND SHALL PROVIDE WATER SPRINKLING OR OTHER SUITABLE METHODS OF CONTROL. THE CONTRACTOR SHALL COMPLY WITH ALL GOVERNING REGULATIONS PERTAINING TO ENVIRONMENTAL PROTECTION. 14. SOD, WHERE CALLED FOR, MUST BE INSTALLED AND MAINTAINED ON EXPOSED SLOPES WITHIN 48 HOURS OF COMPLETING FINAL GRADING, AND AT ANY OTHER TIME AS NECESSARY, TO PREVENT EROSION, SEDIMENTATION OR TURBID DISCHARGES. 15. THE CONTRACTOR SHALL ENSURE THAT LANDSCAPE ISLAND PLANTING AREAS AND OTHER PLANTING AREAS ARE NOT COMPACTED AND DO NOT CONTAIN ROAD BASE MATERIALS. THE CONTRACTOR SHALL ALSO EXCAVATE AND REMOVE ALL UNDESIRABLE MATERIAL FROM ALL AREAS ON THE SITE TO BE PLANTED AND PROPERLY DISPOSED OF IN A LEGAL MANNER. 16. THE CONTRACTOR SHALL INSTALL ALL UNDERGROUND STORM WATER PIPING PER MANUFACTURER'S RECOMMENDATIONS AND MN/DOT SPECIFICATION. 17. ALL CONCRETEIASPHALT SHALL BE INSTALLED PER GEOTECH REPORT, CITY OF CHANHASSEN AND MN/DOT SPECIFICATIONS. 18. SPOT ELEVATIONS ARE TO FLOWLINE OF CURB UNLESS OTHERWISE NOTED. 19. LIMITS OF CONSTRUCTION ARE TO THE PROPERTY LINE UNLESS OTHERWISE SPECIFIED ON THE PLAN. 20. IMMEDIATELY REPORT TO THE OWNER ANY DISCREPANCIES FOUND BETWEEN ACTUAL FIELD CONDITIONS AND CONSTRUCTION DOCUMENTS. 21. THE CONTRACTOR IS RESPONSIBLE FOR LOCATING AND PROTECTING EXISTING UTILITIES, AND SHALL REPAIR ALL DAMAGE TO EXISTING UTILITIES THAT OCCUR DURING CONSTRUCTION WITHOUT COMPENSATION. 22. BLEND NEW EARTHWORK SMOOTHLY TO TRANSITION BACK TO EXISTING GRADE. 23. ALL PROPOSED GRADES ONSITE SHALL BE 3:1 OR FLATTER UNLESS OTHERWISE INDICATED ON THE PLANS. ANY SLOPES STEEPER THAN 4:1 REQUIRE EROSION AND SEDIMENT CONTROL BLANKET. 24. ADHERE TO ALL TERMS AND CONDITIONS AS NECESSARY IN THE GENERAL N.P.D.E.S. PERMIT AND STORMWATER POLLUTION PREVENTION PLAN FOR STORMWATER DISCHARGE ASSOCIATED WITH CONSTRUCTION ACTIVITIES. 25. ADJUST AND/OR CUT EXISTING PAVEMENT AS NECESSARY TO ASSURE A SMOOTH FIT AND CONTINUOUS GRADE. 26. CONTRACTOR SHALL ENSURE MINIMUM GRADES ARE MET WITHIN PAVED AREAS, 1.2% FOR ASPHALT PAVING AND 0.6% FOR CONCRETE PAVING. 3RD PARTY TEST REPORTS REQ'D TEST REPORTS REQUIRED FOR CLOSE OUT INCLUDE, BUT ARE NOT LIMITED TO - DENSITY TEST REPORTS - BACTERIOLOGICAL TESTS OF WATER SYSTEM - PRESSURE TEST OF WATER/SEWER - LEAK TESTS ON SEWER SYSTEM AND GREASE TRAPS - ANY OTHER TESTING REQUIRED BY THE AGENCY/MUNICIPALITY WATER STORM SEWER & SANITARY SEWER NOTES 1. THE CONTRACTOR SHALL CONSTRUCT GRAVITY EWER LAT ERALS, TERALS MANHOLES GRAVITY SEWER LINES AND DOMESTIC WATER AND FIRE PROTECTION SYSTEM AS SHOWN ON THESE PLANS, THE CONTRACTOR SHALL FURNISH ALL NECESSARY MATERIALS, EQUIPMENT, MACHINERY, TOOLS, MEANS OF TRANSPORTATION AND LABOR NECESSARY TO COMPLETE THE WORK IN FULL AND COMPLETE ACCORDANCE WITH THE SHOWN, DESCRIBED AND REASONABLY INTENDED REQUIREMENTS OF THE CONTRACT DOCUMENTS AND JURISDICTIONAL AGENCY REQUIREMENTS. IN THE EVENT THAT THE CONTRACT DOCUMENTS AND THE JURISDICTIONAL AGENCY REQUIREMENTS ARE NOT IN AGREEMENT, THE MOST STRINGENT SHALL GOVERN. 2. ALL EXISTING UNDERGROUND UTILITY LOCATIONS SHOWN ARE APPROXIMATE. THE CONTRACTOR SHALL COMPLY WITH ALL REQUIREMENTS FOR UTILITY LOCATION AND COORDINATION IN ACCORDANCE WITH THE NOTES CONTAINED IN THE GENERAL CONSTRUCTION SECTION OF THIS SHEET. 3. THE CONTRACTOR SHALL RESTORE ALL DISTURBED VEGETATION IN KIND, UNLESS SHOWN OTHERWISE. 4. DEFLECTION OF PIPE JOINTS AND CURVATURE OF PIPE SHALL NOT EXCEED THE MANUFACTURER'S SPECIFICATIONS. SECURELY CLOSE ALL OPEN ENDS OF PIPE AND FITTINGS WITH A WATERTIGHT PLUG WHEN WORK IS NOT IN PROGRESS. THE INTERIOR OF ALL PIPES SHALL BE CLEAN AND JOINT SURFACES WIPED CLEAN AND DRY AFTER THE PIPE HAS BEEN LOWERED INTO THE TRENCH. VALVES SHALL BE PLUMB AND LOCATED ACCORDING TO THE PLANS. 5. ALL PIPE AND FITTINGS SHALL BE CAREFULLY STORED FOLLOWING MANUFACTURER'S RECOMMENDATIONS. CARE SHALL BE TAKEN TO AVOID DAMAGE TO THE COATING OR LINING IN ANY D.I. PIPE FITTINGS. ANY PIPE OR FITTING WHICH IS DAMAGED OR WHICH HAS FLAWS OR IMPERFECTIONS WHICH, IN THE OPINION OF THE ENGINEER OR OWNER, RENDERS IT UNFIT FOR USE, SHALL NOT BE USED. ANY PIPE NOT SATISFACTORY FOR USE SHALL BE CLEARLY MARKED AND IMMEDIATELY REMOVED FROM THE JOB SITE, AND SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. 6. WATER FOR FIRE FIGHTING SHALL BE MADE AVAILABLE FOR USE BY THE CONTRACTOR PRIOR TO COMBUSTIBLES BEING BROUGHT ON SITE. 7. ALL UTILITY AND STORM DRAIN TRENCHES LOCATED UNDER AREAS TO RECEIVE PAVING SHALL BE COMPLETELY BACK FILLED IN ACCORDANCE WITH THE GOVERNING JURISDICTIONAL AGENCYS SPECIFICATIONS. IN THE EVENT THAT THE CONTRACT DOCUMENTS AND THE JURISDICTIONAL AGENCY REQUIREMENTS ARE NOT IN AGREEMENT, THE MOST STRINGENT SHALL GOVERN. 8. UNDERGROUND LINES SHALL BE SURVEYED BY A STATE OF MN PROFESSIONAL LAND SURVEYOR PRIOR TO BACK FILLING. 9. CONTRACTOR SHALL PERFORM, AT HIS OWN EXPENSE, ANY AND ALL TESTS REQUIRED BY THE SPECIFICATIONS AND/OR ANY AGENCY HAVING JURISDICTION. THESE TESTS MAY INCLUDE, BUT MAY NOT BE LIMITED TO, INFILTRATION AND EXFILTRATION, TELEVISION INSPECTION AND A MANDREL TEST ON GRAVITY SEWER. A COPY OF THE TEST RESULTS SHALL BE PROVIDED TO THE UTILITY PROVIDER, OWNER AND JURISDICTIONAL AGENCY AS REQUIRED. 10. CONTRACTOR SHALL PROVIDE FOR A MINIMUM HORIZONTAL CLEARANCE OF 10' AND A VERTICAL CLEARANCE OF 18" BETWEEN WATER AND SANITARY SEWER MANHOLES AND LINES. 11. IF ANY EXISTING STRUCTURES TO REMAIN ARE DAMAGED DURING CONSTRUCTION IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO REPAIR AND/OR REPLACE THE EXISTING STRUCTURE AS NECESSARY TO RETURN IT TO EXISTING CONDITIONS OR BETTER. 12. ALL STORM PIPE ENTERING STRUCTURES SHALL BE GROUTED TO ASSURE CONNECTION AT STRUCTURE IS WATERTIGHT UNLESS OTHERWISE STATED BY CITY AND STATE DESIGN STANDARDS AND SPECIFICATIONS. 13. UNLESS OTHERWISE STATED IN CITY AND STATE DESIGN STANDARDS AND SPECIFICATIONS, ALL STORM SEWER MANHOLES IN PAVED AREAS SHALL BE FLUSH WITH PAVEMENT, AND SHALL HAVE TRAFFIC BEARING RING & COVERS. MANHOLES IN UNPAVED AREAS SHALL BE 6" ABOVE FINISH GRADE. LIDS SHALL BE LABELED "STORM SEWER". EXISTING CASTINGS AND STRUCTURES WITHIN PROJECT LIMITS SHALL BE ADJUSTED TO MEET THESE CONDITIONS AND THE PROPOSED FINISHED GRADE. 14. TOPOGRAPHIC INFORMATION IS TAKEN FROM A TOPOGRAPHIC SURVEY BY LAND SURVEYORS. IF THE CONTRACTOR DOES NOT ACCEPT EXISTING TOPOGRAPHY AS SHOWN ON THE PLANS, WITHOUT EXCEPTION, THEN THE CONTRACTOR SHALL SUPPLY, AT THEIR EXPENSE, A TOPOGRAPHIC SURVEY BY A REGISTERED LAND SURVEYOR TO THE OWNER FOR REVIEW. 15. CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE GOVERNING CODES AND BE CONSTRUCTED TO SAME. 16. ALL STORM STRUCTURES SHALL HAVE A SMOOTH UNIFORM POURED MORTAR FROM INVERT IN TO INVERT OUT. 17. ROOF DRAINS SHALL BE CONNECTED TO STORM SEWER BY PREFABRICATED WYES OR AT STORM STRUCTURES. ROOF DRAINS AND TRUCK WELL DRAIN SHALL RUN AT A MINIMUM 1% SLOPE, UNLESS NOTED OTHERWISE, AND TIE IN AT THE CENTERLINE OF THE STORM MAIN. 18. ALL ROOF AND SANITARY SEWER DRAINS SHALL BE INSULATED IF 7' OF COVER CANNOT BE PROVIDED. 19. THE CONTRACTOR SHALL PROTECT EXISTING UNDERGROUND UTILITIES AND APPURTENANCES THAT ARE TO REMAIN FROM DAMAGE DURING CONSTRUCTION OPERATIONS. 20. THE LOCATION OF EXISTING UTILITIES, STORM DRAINAGE STRUCTURES AND OTHER ABOVE AND BELOW -GRADE IMPROVEMENTS ARE APPROXIMATE AS SHOWN. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE EXACT LOCATION, SIZE AND INVERT ELEVATIONS OF EACH PRIOR TO THE START OF CONSTRUCTION. 21. A MINIMUM OF 5' SEPARATION IS REQUIRED BETWEEN UTILITIES AND TREES UNLESS A ROOT BARRIER IS UTILIZED. 22. GAS, PHONE AND ELECTRIC SERVICES SHOWN FOR INFORMATIONAL PURPOSES ONLY. DRY UTILITY COMPANIES MAY ALTER THE DESIGN LAYOUT DURING THEIR REVIEW. CONTRACTOR TO COORDINATE FINAL DESIGN AND INSTALLATION WITH UTILITY COMPANIES. UTILITY INSTAL 23. COORDINATE CATION WITH IRRIGATION DESIGN AND INSTALLATION. 24. ALL DIMENSIONS ARE TO FLOW LINE OF CURB UNLESS OTHERWISE NOTED. PERIMETER WALL DIMENSIONS ARE TO INSIDE WALL FACE. REFERENCE ARCHITECTURAL PLANS FOR EXACT WALL WIDTH AND SPECIFICATIONS. 25. REFERENCE ARCHITECTURAL PLANS (BY OTHERS). FOR EXACT BUILDING DIMENSIONS, AND MATERIALS SPECIFICATIONS. 26. REFERENCE M.E.P. PLANS (BY OTHERS) FOR MECHANICAL EQUIPMENT DIMENSIONS AND SPECIFICATIONS. 27. CONTRACTOR SHALL REFERENCE STRUCTURAL PLANS (BY OTHERS) FOR MECHANICAL EQUIPMENT DIMENSIONS AND PAD PREPARATION SPECIFICATIONS. 28. CONTRACTOR SHALL REFERENCE M.E.P PLANS (BY OTHERS) FOR LIGHT POLE WIRING. Y 0 m 0 w F J a z O r a O m m �ymw zaSLL� gm�ow a3aa0 F0Fw3 < z wwww = mUS Xo�oz wFwa]Q >U?m<W0 w `X¢Zw ww 0¢aZ mz _wmm wm if m co z O w tr ofz 2 M r 0 z g w rO U m w O N x 0 w N U) Q v ¢ m m ¢ 0) w m w Y o w z U w K S m ❑ ❑ U U) W 0 Z J O W 0 W U// LLl. r Z U Z (n O 0 W OW o0L> LL L LL W r O N > L m J Z0mw aU)QW Z U Z _ a x J v w SHEET NUMBER a C0.1 n O O N O N Cl O a) E a 0) 3 to LU I- O Z W Z a) N L fn C (D d c m CD L+� Z rn to L6 L co co U LU O 2 O H Q IY w 2 O W m Z Q H 2 U LU W 0 UI Y } U [Q C N _N @ w O N a C VICINITY MAP ALTA/NSPS LAND TITLE SURVEY FOR: - 12 Wp R.GP. NOT TO SCALE E I D Kimley-Horn & Associates Inc. aE-92a9J Y I r 4 / VeO,- /' 1: " ' to $ LEGAL DESCRIPTION: o_ I3�Z r7 J�,, I D `S" •. w Lot 3, Block 1, Crossroads of Chanhassen, Carver County, Minnesota I �C• I I tP / / vx mAA exAxaru w L I P� ` 4 r, ^` J/ I �\� �.� jD / .. fr 12-WCH KD.P.E 6 s Abstract Property �' 3 G�V� \ J; I 6 GENERAL SURVEY NOTES:' a: I ``, �c`,� r•� ` I �1 c� �`p�j� ow . ){ '° 212 1. The orientation of this bearing system is based on the Carver County coordinate grid (NAD 83-2011 Adj.). 'age < 2 The legal description and easement Information used in the preparation of this survey is based on the a i �Rv��,��r v+�� I v'p �diS/ / "' ppA `�r i"-�• es •°' 4 Commitment for Title Insurance prepared by Chicago Title Insurance Company, Commitment No. 302723 dated v I R699t2d[SM) a _ i A9 March 23, 2020. c I J Ar. { ' •� <• ° SITE __ _ �J, __JP eWoH RGP ® d •4 OPTIONAL TABLE A ITEMS: . o � r � . Monuments have been placed at all major corners of the property described hereon, unless already marked or Z �` I iLEg921.1A ~ referenced Q by existing monuments or witnesses in close proximity to the comer. ®� 4" .d ° te�9lzYln�i +.' ..° p 6 5 2. The address of the property described hereon Is 8941 Crossroads Boulevard, Chanhassen, Minnesota 55317 3. The property described hereon lies within Flood Zone X (areas determined to be outside the 0.2% annual chance _ z�a__.1° tG=qiZ4(yE7 a ` . �• ' . 'A d °' ;a zt2 flood plain) per Federal Insurance Rate Map No. 27014C 0233 D, dated December 21, 2018. E / ° 4a^ a �'•a I I / ° •° � .. t y � q' +° 4. The total area of the property described hereon is 34,891 square foot or 0.79640 acres. E ��� I Ca - f-R.E�920.0a ° P • e , d ° ° e /•" ry / LE-912s(Ne) ° ° `° a ° 6a. No zoning report or totter was received from the insurer pursuant to Optional Table A Item 6(a) of Table A. as U Z Z �, —�•�� / LE-e12.5fSW1 '°: 46Q p ' ® set forth In the 2016 Minimum Standard Detail Requirements for ALTA/NSPS Land TIUe Surveys. '��� I f,"'.re• // (E-9125(4' �pr, ' ®'.. d 9 ."_ N -4 ° 7a. No buildings were observed during the course of this survey. l 4 / R'F e '' a ¢ a o a/r o v` / 7bl. No buildings were observed during the course of this survey. F rn U m u) v z SJ.�94Q 7c. No buildings were observed during the course of this survey. Q o O ITEM 11 @ Y / ILI Cp / 10-FOOT MADE DRAINAGE & UTILITY A ° d' "a� g�' B. Substantial features observed In the process of conducting the fieldwork are depleted hereon. z w � ¢ I Q 7 B /' EASEMENT PER PLAT OF CROSSROADS a W w o I s: U �. /� / OF CHANHASSEN . n . ,.° 9. No parking spaces were observed during the course of this survey. Z 5 -� @ i N i e I (�� /^� _ _ "•a. a ° w 11. Existing utilities, services and underground structures shown hereon were located either physically, from existing w O Y ` \ a !p /� ) rl .` ) n A r� v` x . ° . i ti' o^ records made available to us, by resident testimony, or by locations provided by Gopher State One Call, per j w a // V i" I LJ . 4;. N r, Ticket No. 201053513. However, lacking excavation, the exact location of underground features cannot be 16 Q // a. �" accurately, completely and reliably depicted. Where additional or more detailed Information Is required, the 2 to u w f " e' � • %--gTs '' z W o client is advised that excavation may be necessary. Other utilities and services may be present and verification y v) r3y� o p o and location of all utilities and services should be obtained from the owners of the respective utilities prior to N fitAlseg) o m In o any design, planning or excavation. o j I 1 Q rk1. x / .4 H0Z I N W YI I h�' `-/muNCA7m oaltE RAMP •'° "�' 4 WmzN 13. The names of adjoining owners according to current tax records are depicted hereon. eid `C 4 // ( � ° a ° w Do0i z 1 16. As of the date of this survey there is no observable evidence of current earth moving work, building n aJ <: d z °b. ° .. Z o Q construction or building additions on the property described hereon. E w / P8 ' �•Q�,D, > / °, A • z0=a 60 19. The plottable offsite easements or servitudes disclosed in documents provided to the surveyor are depicted o I • ��a V I_'" / �Nz hereon. ° a --- WF I h �(Fp1 4. <,° ; wmo S(NOTTOSCALE :T SURVEY ITEMS PER SCHEDULE B: o i I .4�r,Q" ry / r nT , ° ° �^ o ITEM 12: Drainage and utility easements as shown on the Plat of Crossroads of Chanhassen. m L.V r .: A ; . A • FOUND IRON MONUMENT Said easements affect the surveyed property and are depicted hereon. I ' C I I w .0� O!r? / SET IRON MONUMENT MARKED `0 / "� • � _ '� °, ® ITEM 13: Final Certificate, in the matter of condemnation of certain lands for public purposes, dated January 17, �t�-fpry t y W / • WITH LICENSE NUMBER 47476 1997, recorded January 27, 1997, as Document No. 206358. / ^ f\ ` n ;` _ Said Final Certifleote does not affect the surveyed property, and is depicted hereon for reference. a I / \ ( r A a ° /l r LEGEND All temporary easements described in said Final Certificate expired December 31, 1997 0 / jj� I / 8941 CROSSROADS BOULEVARD a • 6.. U E CHANHASSSEEN, A41 NNESRO�TAA 55317 w I • :' ITEM 14: Terms and conditions of right of access In favor of State of Minnesota, described In Warranty Deed dated e `•'• / e OO SANITARY MANHOLE January 24, 2002, recorded January 28, 2002, as Document No. 306531. /, / ••" ••. 4ti a / .gp a° ° g° Said terms and conditions do not affect the surveyed property. The surveyed property Is part of an a • STORM MANHOLE underlying portion of a larger parcel of land that is listed as an exception to Tract A in said Warranty o I i ; v / `{ etu ° .. r nT a ®aR® CATCH BASIN Deed. No plottable Items to depict. nl w lI// / - I i` / ` /% Q v e 6 ','a'a ® GATE VALVE ITEM 15: Terms and conditions of Easement for State Highway No. 101. as shown on county half section maps and f I 7 HYDRANT the Plat of Chanhassen Hills 3rd Addition. I W s HANDHOLE Said terms and conditions do not affect the surveyed property. No plottable Items to depict. :� ° LIGHT ITEM 16: Access control as shown on Minnesota Department of Transportation Right of Way Plat No. 10-17 recorded A ` ° SIGN October 19, 2DO4, as Document No. A-399301. '.'�. ' • BOLLARD Said access control does not affect the surveyed property, and is depicted hereon for reference. Z 2 w <° c LIMITED ACCESS of I x ITEM 17: Terms and conditions of Development Contract, dated May 27, 2008, recorded June 2, 2008 as Document 0 U a SANITARY SEWER No. 484405. Amended by Amendment to Development Contract, dated July 28, 2008, recorded September U 0 0 Y m ! �• _ ° g ' "6 ' d a s 8, 2008 as Document No. 488856. w o w L ss STORM SEWER Said terms and conditions affect the surveyed property. No plottable Items to depict o w o 4-R.E=92a05 • '. a W WATERMAIN O N u) } 3 i R.E=BZa00k.GA r i a a m } ^• I j LE-91s2(N) C% ' 4° s°' •' " • E UNDERGROUND ELECTRIC ITEM i& Terms and conditions of Declaration of Easements, Covenants and Rastrktlona, dated September 29, 2008, 0- o m o > CO & 1.E=914.9(S) ? m m W m o 4 recorded October 3, 2008 as Document No. 490037. Amended by First Amendment to Declaration of a o z z w LE-9fas(lh _ a UNDERGROUND GAS Easements, Covenants and Restrictions dated May 4, 2013, recorded May 13, 2013 as Document No. Y w c7 3 I LE=9115(L7 �6a. 576723. y y a w qw w OR TREE Said terms and conditions affect the surveyed property. Access easements are granted across Lots 1, 2 o 0 cxi 4 and 3 of Block 1, Crossroads of Chanhassen. Said easements are not defined, but are referenced to the -a-WCH ova BITUMINOUS SURFACE site plan contained in sold document. The document provided contains an illegible copy of said site plan. I ss No plottable items to depict. o. I u, I _ - 1th ` Q q:4 ° \6p F CONCRETE SURFACE \SS .27-INCH HD.P. E. R.E.823J7 1.E-e124(NE) ,-- tea. ITEM 19: Resolution No. 2008-41 by the City of Chanhassen, dated July 14, 2008, recorded December 11, 2008 asIs LE-9123(S) =l I`•^ LANDSCAPE SURFACE Document No. 492783. IS -INCH P✓C R.E 92d52 Said resolution vacates a portion of 'Old Highway 101.' Said resolution does not affect the surveyed 1J O I ( I (PER PLAN) 7^R.E=920.74 LE-DeOS w CaGROL W PLACE ProCE plottable idepict. o. I ! LE-915,D(s) a �B-WCH P.Y.G property. No P items to deP U w j� �p ♦ i I -6-WCH 4RWr£ ss U: 915.7() _ ...._.— — N i IYO i7,7 / C SW PER PLAN LE-9I5� CIS -INCH HD.P.S l e• �_ 12-Wcw RCP ITEM 20: Terms and conditions of Site Plan Agreement, dated March 10, 2008, recorded April 21, 2009 as Document lYV Y•°Z T L "• No. 499029. r + RE=92.91 Said terms and conditions appear to affect to Lot 1, Block 1, Crossroads of Chanhassen. No reference Is I N90'00 00 W 1'99.20 LE-OPOS R CONma W PLACE I ,) �zt-Wcw HD.P.E y. T made in said document to the surveyed property. o I SERVICE STUB- m4' ITEM 21: Terms and conditions of Restrictions dated May 25. 2012. recorded May 29, 2012 as Document No. S S a S S � PLAN 555760. 0 d760. s -o s-----�•— —�— - s—•'-•• s > terms and conditions affect the surveyed property. No plottable items to depict. U) -•a-Ww P. v.0 �' a-1New P.vC Y• P P Y• DV a LE-4K4K DA4N i , `''aKE+3'iRf ITEM 22: Terms and conditions of Restrictions dated May 25, 201Z recorded May 29, 2012 as Document No. .N I� 25tprtP' w ° 1D.vdwfarzAVuw +tC,a9ltf n-----. a ...-.'A-- w... w- ,_....,.y4. rt. aE�f�.L1 555760. Q Said terms and conditions affect the surveyed property. No plottable items to depict. I a ( } tt.••9>Q• J OWNER: KRAUCADS BOULESONVARD INC. O J so- i 8971 CROSSROADS BOULEVARD .w I f CHANHASSEN, MINNESOTA 55317 `zRCE a 44C P.I.D. 25-24-80-020 t 4:�91$1(ffiA) CERTIFICATION: -- !, ---. ..r To Christian Brothers Automotive Corporation, Kraus -Anderson Incorporated, a Minnesota corporation, and Chicago L Title Insurance Company: �2-WCH RCP This is to certify that this map or plat and the survey on which it Is based were made in accordance with the 2016 @ ' I Minimum Standard Detail Requirements for ALTA/NSPS Land Title Surveys, jointly established and adopted by ALTA Z I r /�T e) and NSPS, and includes Items 1, 2, 3, 4, 6(a), 7(a), 7(b)(1), 7(c), 8, 9, 11, 13, 16, and 19 of Table A thereof. The (%� L.V r 124-WQ4 Hfieldwork was completed on April 22, 2020. D.P.E 2 '� YLE=92258 ^ ^ V o i LE•.mD.aoN CaYTRLM. W PULE /N ! 1 A A 1 I I A V, � [- A 1 Date of Plat or Map: May 5, 2020 O Q LU 4 Eric A. Rosser W P Minnesota License No. 47476 n/ Q a eroeser@efnsurveyconn O O L w FIELD BOOK PAGE FIELDWORK LL �' OLL CHIEF: REVISIONS SURVEY FOR: PROPERTY ADDRESS: LH N0. DATE DESCRIPTION 1229 Tyler Street NE, Suite 100 Cl)w m O w DRAWN BY: ALTA/NSPS . Minneapolis, Minnesota 55413 0 J W � RRIR Kimel Horn & Associates Inc. 8941 Crossroads Boulevard PHONE: (612) 466-3300 J a Z DRAWING NAME: �� I O 0 39077.dwg CHECKED LAND TITLE SURVEY WWW.Ef6NSUf2VEY.COM m W Q F" Chanhassen Minnesota 55317 U 1L W JOB NO. 39077 Egan, Meld Nowak, Inc. F- COPYRIGHT © 2020 By ELAN, FIELD & NOWAK, INC. n�/ L BY: land surveyors since 1872 Ol r Cl)� Q N r FILE NO. ER SHEET 1 OF 1 Z < Z 00 = tU Z J U LLI SHEET NUMBER O a C0.2 H a 0 Q N N fM O N O- N 3 z J (_ O 2 W 0 N U y N m L U) C (6 a 0 a C Z 0 M z CD In In cm L C (0 U W O 2 0 a W W 2 0 W DO z a F- 0 S W 0 _I U Y ! ,L r 'rt 1 � I , i 0 l r ; -.A 3 j %%h i PROTECT IN PLACE EXISTING TREES AND PLANTER, TYP. j ` EROSION CONTROL PLAN NOTES 1. ALL PERIMETER SILT FENCE AND ROCK CONSTRUCTION ENTRANCES SHALL BE INSTALLED PRIOR TO CONSTRUCTION. 2. THE CONTRACTOR SHALL INSTALL CATCH BASIN EROSION CONTROL MEASURES. 3. WITHIN TWO WEEKS (14 DAYS) OF SITE GRADING, ALL DISTURBED AREAS SHALL BE STABILIZED WITH SEED, SOD, OR ROCK BASE. REFER TO LANDSCAPE PLANS FOR MATERIALS. 4. ALL EROSION CONTROL MEASURES SHALL BE INSTALLED AND MAINTAINED IN ACCORDANCE WITH CITY, STATE, AND WATERSHED DISTRICT PERMITS. 5. THE CONTRACTOR SHALL MAINTAIN ALL EROSION CONTROL MEASURES, INCLUDING THE REMOVAL OF SILT IN FRONT OF SILT FENCES DURING THE DURATION OF THE CONSTRUCTION. 6. ANY EXCESS SEDIMENT IN PROPOSED BASINS SHALL BE REMOVED BY THE CONTRACTOR. 7. REMOVAL ALL EROSION CONTROL MEASURES AFTER VEGETATION IS ESTABLISHED. LEGEND - - PROPERTY LINE _ m , \. REMOVE BITUMINOUS SURFACE x EXISTING TREE ¢ �� PROTECTION REMOVE CONCRETE SURFACE 'I E CLEARING & GRUBBING i I FULL DEPTH SAWCUT REMOVE CONCRETE CURB & GUTTER • • - • LIMITS OF CONSTRUCTION (OFFSET FOR Z CLARITY) p 0-ELC EXISTING OVERHEAD POWER LINE x x x- EXISTING CHAINLINK FENCE W n PI EXISTING J-BARRIER Of Mr/ A /AM EXISTING RETAINING WALL p EXISTING SANITARY SEWER 8. THE CONTRACTOR SHALL REMOVE ALL SOILS AND SEDIMENT TRACKED ONTO EXISTING EXISTING STORM SEWER STREETS AND PAVED AREAS AND SHALL SWEEP ADJACENT STREETS AS NECESSARY IN EXISTING WATERMAIN ACCORDANCE WITH CITY REQUIREMENTS. GAS EXISTING GAS MAIN 9. IF BLOWING DUST BECOMES A NUISANCE, THE CONTRACTOR SHALL APPLY WATER FROM A TEL EXISTING UNDERGROUND TELEPHONE TANK TRUCK TO ALL CONSTRUCTION AREAS. CTV EXISTING UNDERGROUND CABLE 10. IN THE EVENT OF FROZEN SOILS, THE GC MAY UTILIZE BIO LOG. THE GC IS TO PROHIBIT - -- -- vis-- - -- -- - EXISTING CONTOUR SEDIMENT DISCHARGE FROM THE SITE. - ®_ - EXISTING CURB & GUTTER 11. A PRE -CONSTRUCTION MEETING SHALL BE HELD AT CITY HALL WITH THE ENGINEERING EXISTING SIGN DIVISION AND EROSION CONTROL SHALL BE INSTALLED AND INSPECTED BY THE CITY DD EXISTING FLARED END SECTION ENGINEER PRIOR TO COMMENCING WORK UNDER THIS AGREEMENT. A PLAN SHOWING HAUL ROUTES WILL BE REQUIRED FOR APPROVAL AT THIS MEETING AS OUTLINED IN THE OD STORM N HOLE IMPROVEMENT AGREEMENT. EXISTING STORM CABASINISTING SEQUENCE OF CONSTRUCTION: wiR EXISTING GAS METER Q EXISTING ROOF DRAIN UPON IMPLEMENTATION AND INSTALLATION OF THE FOLLOWING AREAS: TRAILER, PARKING, 0 EXISTING GATE VALVE LAYDOWN, PORTA-POTTY, WHEEL WASH, CONCRETE WASHOUT, FUEL AND MATERIAL STORAGE CONTAINERS, SOLID WASTE CONTAINERS, ETC., IMMEDIATELY DENOTE THEM ON THE SITE MAPS -6- EXISTING HYDRANT AND NOTE ANY CHANGES IN LOCATION AS THEY OCCUR THROUGHOUT THE CONSTRUCTION EXISTING ELECTRICAL METER PROCESS. --� EXISTING GUY WIRE BMP AND EROSION CONTROL INSTALLATION SEQUENCE SHALL BE AS FOLLOWS: -0- EXISTING POWER POLE ' "-�y, ' I f A 977- % 1 INSTALL INLET PROTECTION AT EXISTING STORMWATER CULVERTS �E EXISTING LIGHT POLE 2. CONSTRUCT STABILIZED CONSTRUCTION ENTRANCE (1). CONCRETE WASHOUT PIT (1) AND C EXISTING TREE INSTALL SILT FENCE /i //c„ f I I ( I I N l f _ cQ ryM •.•"-. .,v,_..., �1 : EXISTING TREE LINE 3. PREPARE TEMPORARY PARKING AND STORAGE AREA. I rl I ( I I ( I I I I I I ( I I ( I I I I _„ I� 4. PERFORM CLEARING AND GRUBBING OF THE SITE. PERFORM MASS GRADING. ROUGH GRADE DEMOLITION PLAN NOTES / / TO ESTABLISH PROPOSED DRAINAGE PATTERNS. THE CONTRACTOR IS RESPONSIBLE FOR THE DEMOLITION, REMOVAL, AND DISPOSAL (IN A LOCATION 5. START CONSTRUCTION OF THE BUILDING PAD AND STRUCTURES. 1. APPROVED BY ALL GOVERNING AUTHORITIES) ALL STRUCTURES, PADS, WALLS, FLUMES, FOUNDATIONS, PROTECT IN PLACE EXISTING /�- r f I I I I I I I I I I I ( I I - /!�XIIAO �� I I I ( I I I ( I I ( I I ( i I ( I I I � h1 I � I " P'��• 6. TEMPORARILY SEED WITH PURE LIVE SEED, THROUGHOUT CONSTRUCTION, DISTURBED PARKING, DRIVES, DRAINAGE STRUCTURES, UTILITIES, ETC. SUCH THAT THE IMPROVEMENTS ON THE PLANS UTILITIES (TYP.) \ I AREAS THAT WILL BE INACTIVE FOR 14 DAYS OR MORE OR AS REQUIRED BY NPDES AND/OR CAN BE CONSTRUCTED. ALL FACILITIES TO BE REMOVED SHALL BE UNDERCUT TO SUITABLE MATERIAL AND 2.359a I �� I I ( - CITY OF CHANHASSEN GRADING PERMIT. BROUGHT TO GRADE WITH SUITABLE COMPACTED FILL MATERIAL PER THE PROJECT DOCUMENTS. PROTECT IN PLACE / �.j / j •t EXISTING TREES, (TYP_) Q �i � d I I ti I I I i l l l l l l l l I )I t t/ 14 I I I I I I I I I i l l l l i��l t / •�� I I '� I l l l l l l i i l l i i �` I i l l l l i l l I/ i l l l i i l :. r 922-(' I I I I I III t M1- ,Y I i i l l l l l l l i f -1- -I -I C" T" T i I I I i I f I I i i y I y f I I I f I j�I-t t f -f i 1 1 1 1 1( I I I I I I I I i l R q i» (EXISTMG�SIGN TOBEREMOVED PROTECT IN PLACE EXISTING STORM SEWER f r (/) ,. I;rl I I.I I I I I I I I I Iz261�.1 I I I III I IIklllll{I!(Ilf IIIII 111 11Y I j- i � � k I! I I I I III I I i I I I l I I l l l l l l l l !� I I I /I I I I I III• !i l^ I - ,jr"II !, �i(,/) / IIIIIIIIIIfIffllii{jlf�IfIIIIIIIf{IIfIIIIIfIIIIIIifIIIIIfIIIfIIIf�rI "IIIIIIIfIiI f, �l; J;/�III�(IIIIIIIIIIiIlfillllllllilllllllfflIIIII(IIIIIIIIIIIIIIIIIfIiI�tinIIIIIIIIfflflf. TOTAL PROPERTY AREA 0.80 AC TOTAL DISTURBED AREA 0.94 AC EXISTING IMPERVIOUS AREA 0.01 AC EXISTING PERVIOUS AREA 0.79 AC PROPOSED IMPERVIOUS AREA 0.55 AC PROPOSED PERVIOUS AREA 0.25 AC �'/ f y!��'fII/�IIIIIIIililll{IIIIII;IIIillllllillll(IIIIIIIIjIIIIIiIIIICIIII�fIIIIICIIIIIII�� KEYNOTE LEGEND ,j/`III(IiIIIIIIIIIIIIIIIIIIIifIIIIIIIIIIIIIIIIII0..% IIIIIIIIIIIIIIIIIIII�IIIIIIIIIIIII!�I - / r,'I r'v: IIIVIIIIli11lko�dlilEfll(II1111111111lIIIIIIIfi�Ilillllllllllilllllliii�I'�illllllll{I!�. ';, i I �I I I I!°f I l l l k tl I I I I I I I I I l l l i l l{ I I I I I I I~ y I l l•! � I PROTECT IN PLACE III 1 1 1 1 m I I I I I I I I i I i l I I I I I k I I I I i I I i l I l l l l i l l l (I I I I I I I I I I I I I I I I �I ' I ' IEXISTING TREE (TYP.) I I f I I I I l I I l{ I I I I! I I I I I I I I I I I I I III � ��--I't7as�i{IIIIIIIIIIIIIIIIfIIIIIft�IIIIIfIIIIIIfIIIiIIIIiIIIIIIiIIIIIiIIIIi� IIIIiIII�III s''.. �" i LA I `''�-�' ➢" I� I I I I I i (! I I I I I I i� l I- F- t" T I I( I I I I I� I I I 11 I I I I I I I, i I \ tr t , i,I IIIIII(IIIfIIIIiIIIIIIII(I�IIIIIiIIIIIIIIIIiII1111111111111Illlllllll!{I�IlIIIIIII111/I (III . A- - --_._.� ,'�� IIiIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIillliiki(1lIIIIIIIIIIII�I _ I 11 I I+ -1921 i l l i l l i. l I I i 1 1 I I I 1 I j I 1 1 1 1 1 I l l I I I I I 11 I I I I! zo.o' I - 1I EXISTING 127" HOPE SANITARY SEWER I I I I I I I i 11�1 I I V INLET PROTECTION SILT FENCE PROTECT -_ I I I I I I I I I i )- 11 I I I EXISTING PLACE G TREE REMOVE STUB TO MAIN, CAP PER ` I I I ( I ( I I ( V I' I I I I (TYP.) t 1 ;,� CITY OF CHANHASSEN STANDARDS t AND SPECIFICATIONS. I I_ I I _ I I I I I 1. I I I F <T f I t i-I 1 G C ' I ',�, �''i = � �} A 43 `• I I I I I I I I I I I I I Iil I I I I I I I I I I /I I I I I I •• � z # l I . (°� 1:., I I I. I I I ,� I � I �T � � .I ' I / I � f �T2 I / o � r a I r v / I/ �a I PROTECT IN PLACE EXISTING 10" DIP WATERMAIN PROTECT IN PLACE EXISTING 8" PVC SANITARY SEWER 2. THE CONTRACTOR IS RESPONSIBLE FOR REMOVING ALL DEBRIS FROM THE SITE AND DISPOSING THE DEBRIS IN A LAWFUL MANNER. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL PERMITS REQUIRED FOR DEMOLITION AND DISPOSAL. CONTRACTOR SHALL PROVIDE COPIES OF THE PERMIT AND RECEIPTS OF DISPOSAL OF MATERIALS TO THE OWNER AND OWNERS REPRESENTATIVE. 3. THE CONTRACTOR SHALL MAINTAIN ALL UTILITY SERVICES TO ADJACENT PROPERTIES AT ALL TIMES. UTILITY SERVICES SHALL NOT BE INTERRUPTED WITHOUT APPROVAL FROM THE CONSTRUCTION MANAGER AND COORDINATION WITH THE ADJACENT PROPERTIES AND/OR THE CITY. 4. THE CONTRACTOR SHALL COORDINATE WITH RESPECTIVE UTILITY COMPANIES PRIOR TO THE REMOVAL AND/OR RELOCATION OF UTILITIES. THE CONTRACTOR SHALL COORDINATE WITH THE UTILITY COMPANY CONCERNING PORTIONS OF WORK WHICH MAY BE PERFORMED BY THE UTILITY COMPANY'S FORCES AND ANY FEES WHICH ARE TO BE PAID TO THE UTILITY COMPANY FOR THEIR SERVICES. THE CONTRACTOR IS RESPONSIBLE FOR PAYING ALL FEES AND CHARGES. 5. THE LOCATIONS OF ALL EXISTING UTILITIES SHOWN ON THE PLAN HAVE BEEN DETERMINED FROM THE BEST INFORMATION AVAILABLE AND ARE GIVEN FOR THE CONVENIENCE OF THE CONTRACTOR. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR THEIR ACCURACY. PRIOR TO THE START OF ANY DEMOLITION ACTIVITY, THE CONTRACTOR SHALL NOTIFY THE UTILITY COMPANIES FOR LOCATIONS OF EXISTING UTILITIES WITHIN ALL AREAS OF PROPOSED WORK. EXISTING SEWERS PIPING A 6. ALL AND UTILITIES SHOWN ARE NOT TO BE INTERPRETED AS THE EXACT LOCATION, OR AS ANY OBSTACLES THAT MAY OCCUR ON THE SITE. VERIFY EXISTING CONDITIONS AND PROCEED WITH CAUTION AROUND ANY ANTICIPATED FEATURES. GIVE NOTICE TO ALL UTILITY COMPANIES REGARDING DESTRUCTION AND REMOVAL OF ALL SERVICE LINES AND CAP ALL LINES BEFORE PRECEDING WITH THE WORK. 7. ELECTRICAL, TELEPHONE, CABLE, WATER, FIBER OPTIC, AND/OR GAS LINES NEEDING TO BE REMOVED OR RELOCATED SHALL BE COORDINATED WITH THE AFFECTED UTILITY COMPANY. ADEQUATE TIME SHALL BE PROVIDED FOR RELOCATION AND CLOSE COORDINATION WITH THE UTILITY COMPANY IS NECESSARY TO PROVIDE A SMOOTH TRANSITION IN UTILITY SERVICE. CONTRACTOR SHALL PAY CLOSE ATTENTION TO C O z N W U O In � Q z ¢ z W O_ w J � Y o 0 r ® N m 0 O 19 ¢ZOr a 0V5 �(nNw Z If. 5; < a a C) ~�~N3O Qwwww }i O J W XO�oz <m Mwo m LL W m of Z i 0 w a W z w z 0 J � J w x z 0 z N 111 WW�a0 w z =uaiErw� o z 3 v W X m L) W O N m O cN m } (L ¢ v ¢ m m ( O m _ O W z 2 z 3 Y Y J U O N 0 U EXISTING UTILITIES WITHIN ANY ROAD RIGHT-OF-WAY DURING CONSTRUCTION. Q 8. CONTRACTOR MUST PROTECT THE PUBLIC AT ALL TIMES WITH FENCING, BARRICADES, ENCLOSURES, ETC. (AND OTHER APPROPRIATE BEST MANAGEMENT PRACTICES) AS APPROVED BY THE CONSTRUCTION T MANAGER. MAINTENANCE OF TRAFFIC CONTROL SHALL BE COORDINATED IN ACCORDANCE WITH i CHANHASSEN, CARVER COUNTY AND MN/DOT. 9. CONTRACTOR SHALL MAINTAIN ACCESS TO ALL ADJACENT PROPERTIES DURING CONSTRUCTION, AND SHALL Z NOTIFY ALL PROPERTIES IF ACCESS WILL BE INTERRUPTED OR ALTERED AT ANY TIME DURING CONSTRUCTION. O 10. PRIOR TO DEMOLITION OCCURRING, ALL EROSION CONTROL DEVICES ARE TO BE INSTALLED. {/ U) O 11. CONTRACTOR MAY LIMIT SAW -CUT AND PAVEMENT REMOVAL TO ONLY THOSE AREAS WHERE IT IS REQUIRED AS SHOWN ON THESE CONSTRUCTION PLANS BUT IF ANY DAMAGE IS INCURRED ON ANY OF THE J SURROUNDING PAVEMENT, ETC. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ITS REMOVAL AND REPAIR. 0 12. THE CONTRACTOR SHALL COORDINATE WATER MAIN WORK WITH THE FIRE DEPT. AND THE CITY WATER DEPARTMENT TO PLAN PROPOSED IMPROVEMENTS AND TO ENSURE ADEQUATE FIRE PROTECTION IS ZO O CONSTANTLY AVAILABLE TO THE SITE THROUGHOUT THIS SPECIFIC WORK AND THROUGH ALL PHASES OF CONSTRUCTION. CONTRACTOR WILL BE RESPONSIBLE FOR ARRANGING/PROVIDING ANY REQUIRED WATER C c O MAIN SHUT OFFS WITH THE CITY OF CHANHASSEN DURING CONSTRUCTION. ANY COSTS ASSOCIATED WITH r , Uj WATER MAIN SHUT OFFS WILL BE THE RESPONSIBILITY OF THE CONTRACTOR AND NO EXTRA V COMPENSATION WILL BE PROVIDED. 13. REFER TO SURVEY FOR ALL EXISTING INVERT AND RIM ELEVATIONS. L.1� 14. ALL UTILITIES SHOWN ARE EXISTING UTILITIES. rr/1 z 15. IN THE EVENT A WELL IS FOUND, THE CONTRACTOR SHALL CONTACT THE ENGINEER AND OWNER Z IMMEDIATELY. ALL WELLS SHALL BE SEALED BY A LICENSED WELL CONTRACTOR IN ACCORDANCE WITH ALL STATE OF MN REQUIREMENTS. 0 LU U 16. IN THE EVENT THAT UNKNOWN CONTAINERS OR TANKS ARE ENCOUNTERED, THE CONTRACTOR SHALL CONTACT THE OWNER AND/OR OWNERS REPRESENTATIVE IMMEDIATELY. ALL CONTAINERS SHALL BE W Q 2 IjJ DISPOSED OF AT A PERMITTED LANDFILL PER THE PROJECT DOCUMENTS. O O 17. CONTRACTOR SHALL NOTIFY THE ENGINEER IF ANY EXISTING DRAINTILE IS ENCOUNTERED ON SITE. NO U_ W 0 LL 0 ACTIVE DRAINTILE SHALL BE REMOVED WITHOUT APPROVAL FROM THE ENGINEER. Q H U)> Wm0 o 0 � [L tY - o NORTH a LU � Q N Z 00 2 = GRAPHIC SCALE IN FEET V Q Know what's beIow. o 10 20 4o J Call before you dig. W SHEET NUMBER IZ C1.0 E CL O C7 N O N C7 N d E 2 CL 0) U) O) 3 a Tn J LU W 0 TV) 0 w W M U Y a) 0) L U) c N 4. 0 U C CA a) O) M Z C G) y N DO L m .L U W H 0 2 0 Q U) LL W 0 w C0 z a H 2 5 W J I U Y U C al a1 m 0 O N v c E O 2 T m E Y O m 7 0 3 a m t N U c m m 0 Q c c m `o 2 T m E Y a c O a m v m v m C O N `o L_ m c 3 0 0 3 m E U O v N L_ C O U C N 0 0 a E c m `0 al J d m a d a m 3 L i 0 c d U 'Cl c of 0 a a .2 �U N o. N d _o T c 0 m v c m N `o d E 2 N m m c d L N N a N C w N a1 'Cl m Y a U 0 a� 3 4) d 0 m E 0 0 v N FOR REFERENCE ONLY 5 FT. MIN. LENGTH STEEL POST 5 FT. MIN. LENGTH STEEL POST AT 6 FT. MAX. SPACIN AT a FT. MAX. SPACING GEQTEXTILE FABRIC71IXIX FABRIC PLASTIC DP 716 36 WIDE PLASTIC 21P TIES (51 L8. IENSLE) (50 LB. 7FNSILE)I�ABRIC ANCHORAGE IACATED IN 70P B" LOCATED IN TOP 7RENCX.BACXF� -TIRE COMPACTION ZONE MATH, i!J1PE� I- FLOW rww FLOW 6"MIN. w �' r z za a� m Zo L:7 zm s"uIN 4 . w MACHINE SLICE i B" - 12" DEPTH y) N SILT FENCE, MACHINE SLICED 1 2 SILT FENCE, HEAVY DUTY 1 2 5 FT, MIN. LENGTH STEEL POST CEOTEXTILE FABRIC AT 6 FT. MAX. SPACING 36" WIDE STAPLES FABRIC ANCHORAI WITH TAMPED NAl r to O_ w FLOW « zo Duo z mm Br w IN. SILT FENCE, PREASSEMBLED 1 2 NOTES: SILT FENCE PER MNDOT SPECS, SOURCE 200 SEE SPECS. 2573 @ 3886. 10 To Protect Area From Sheet Flow 2 Maximum Contributing Area: 1 Aue TRENCH. BACKFlLL AL SOIL SILT FENCE TO BE PLACED qP CONTOUR. SEE SLOPE/GRADE AND LENGTH CRITERIA BELOW LESS THAN 2% 100 FEET 2 - 5_ % 75 FEET 5 -1D% 50 FEET 10 - 20 % 25 FEET GREATER THAN 20X 15 FEET LOCATION OF SILT FENCE FOR SEDIMENT CONTROL p,5LE SLOPE SILT FENCE NEAR TOE OF VA g DESIRABLE w SLOPE OUTSIDE OF CONSTRUCTION LIMITS LOCATION OF SILT FENCE FOR PEREMITER CONTROL (�1+pp(���f�yIt�O(��Fp� slur uilen[�eu�ui� FENCE REVISED: 3-12 PLATE NO.: ENGINEERING DEPARTMENT 5300 FILE NAME: G:\ENG\SPECS\5300 1 WOODEN FENCE EEL POST C LAYER L L SOIL PROVIDE FENCE AROUND CRITICAL ROOT ZONE OF TREE. FENCE SHALL BE PLACED IN A CIRCLE WITH A RADIUS OF 1' PER 1" DIAMETER OF THE TREE MEASURED AT 4.5' ABOVE GROUND FOR INDIVIDUAL TREES OR STANDS OF TREES. TREE PROTECTION N.T.S. TREE PROTECTION N.T.S. SEDIMENT TRAP MANUFACTURED BY WIMCO,LLC.SHAKOPEE MN., ESS BROS., CORCORAN, MN. OR EQUAL MODEL#CG23 DULEC70R ALA7E OVERFLOW 7 - alllM OF FILTER AS'Saay -O'r£AROW 2 - 70P OF CURB BOX i- 10' FX7ER A55EMY CURB HIGH -FLOW HIGH -FLOW NOTES: 1. CLEAN FILTER MEDIA AFTER EACH RAIN EVENT AND REPLACE IF FILTER IS CLOGGED WITH SEDIMENT. 2. REMOVE DEBRIS/SEDIMENT FROM RECEPTACLE AFTER EACH RAIN EVENT. BR� U1110F CATCH BASIN mim SEDIMENT TRAP REVSED: i-ID ENGINEERING DEPARTMENT Puy 5302A FILE NAME:G:\ENG\SPECS\5302A 1. PREPARE SOIL BEFORE INSTALLING BLANKETS, INCLUDING ANY NECESSARY APPLICATION OF LIME, FERTILIZER, AND SEED. 2. BEGIN AT THE TOP OF THE SLOPE BY ANCHORING THE BLANKET IN A 6" DEEP X 6" WIDE TRENCH WITH APPROXIMATELY 12" OF BLANKET EXTENDED BEYOND THE UP -SLOPE PORTION OF THE TRENCH. ANCHOR THE BLANKET WITH A ROW OF STAPLES/STAKES APPROXIMATELY 12" APART IN THE BOTTOM OF THE TRENCH. BACKFlLL AND COMPACT THE TRENCH AFTER STAPLING. APPLY SEED TO COMPACTED SOIL AND FOLD REMAINING 12" PORTION OF BLANKET BACK OVER SEED AND COMPACTED SOIL. SECURE BLANKET OVER COMPACTED SOIL WITH A ROW OF STAPLES/STAKES SPACED APPROXIMATELY 12" APART ACROSS THE WIDTH OF THE BLANKET. 3. ROLL THE BLANKETS (A.) DOWN OR (B.) HORIZONTALLY ACROSS THE SLOPE. BLANKETS WILL UNROLL WITH APPROPRIATE SIDE AGAINST THE SOIL SURFACE. ALL BLANKETS MUST BE SECURELY FASTENED TO SOIL SURFACE BY PLACING STAPLES/STAKES INAPPROPRIATE LOCATIONS AS PER MANUFACTURES RECOMMENDATION. 4. THE EDGES OF PARALLEL BLANKETS MUST BE STAPLED WITH APPROXIMATELY 4"-6" OVERLAP DEPENDING ON BLANKET TYPE. TO ENSURE PROPER SEAM ALIGNMENT, PLACE THE EDGE OF THE OVERLAPPING BLANKET (BLANKET BEING INSTALLED ON TOP) EVEN WITH THE SEAM STITCH ON THE PREVIOUSLY INSTALLED BLANKET. 5. CONSECUTIVE BLANKETS SPLICED DOWN THE SLOPE MUST BE PLACED END OVER END (SHINGLE STYLE) WITH AN APPROXIMATE 3"OVERLAP. STAPLE THROUGH OVERLAPPED AREA, APPROXIMATELY 12"APART ACROSS ENTIRE BLANKET WIDTH. 6. PLACE STAPLES/STAKES PER MANUFACTURE RECOMMENDATION FOR THE APPROPRIATE SLOPE BEING APPLIED. NOTES: 1. IN LOOSE SOIL CONDITIONS, THE USE OF STAPLE OR STAKE LENGTHS GREATER THAN 6" MAYBE NECESSARY TO PROPERLY SECURE THE BLANKETS. 2. FOLLOW EROSION CONTROL TECHNOLOGY COUNCIL SPECIFICATION FOR PRODUCT SELECTION ION CONTROL BLANKET N.T.S. R FOR REFERENCE ONLY �071 JI .-a.-.� e i• • �i DEPTHi• OCK FOR iil 18" MINIMUM CUT OFF BERM TO MINIMIZE RUNOFF FROM SITE FILTER FABRIC (MNDot TYPE 5) NOTE: FLTER FABRIC SHALL BE PLACED UNDER ROCK TO STOP MUD MIGRATION THROUGH ROCK. OF ROCK A p��pCONSTRUCTION1DLWrit1 I ENTRANCE REVISED: 12-19 1 ENGINEERING DEPARTMENT PLATE NO.: 5301 FILE NAME: G:\ENG\SPECS\5301 m W W F J ¢z Or N N W za>LL� O '<wx In F�Fw3 o N5 Wwww ofUx O JI- �Od,w �� a O m no O z W F W Q J Q Y C) Z m< W O W L of g W w 'I m U) z O Nw LL lq a O- XFJ O Z Z 2 La U W O N z 0O = Tn L) U Q Y Or [a o Of '00 Q t0 W N Q Cl N Q m ILI m m W Y o Lu Lu N N D 3 OO w x 0 v / J_ Q Z W Z W in O�J � D O W W _w / W Z O U z N o w 2 w H O N Yr N O o O O m IL Lu Q 0 V a H =) TOM(� Q N 00 = x U U SHEET NUMBER C1.1 a 0 0 CV 0 N M 0 N E N n U) 3 Z J D_ ti N m m 0 O N a v C m E 0 m E Y 0 2n m 0 O L a m N C m m O a C m E m m Y c O a m v m v c m c 0 N 0 r 5 m c 3 0 .3 m 0 m m « C O U C m d 0 0 O. c m O N m C m a 3 L U L 3 c N U N n O o. m 0 , 0 0 m v c m c �U m O m E N C_ C m N m C m L a m c N O. C rn .N m a c m n U c U m « L m O m 0 O 1J L f / r ' s i _ EX LANDSCAPING y - /// TO REMAIN _ PROPOSED MONUMENT SIGN SEE ARCH PLANS FOR DETAILS B p ti � S55*34'14"E l � 6.1 e A ^y \ 9 9' f 0-55°42'56 R 270.00' L=262.55' CB=N28'21'12"E r� G , ;.. C=252.33' = r r i / / �,�,�r ,•f7i .;i �_, PR STOP SIGN - JA 7 4 SO"00'00"E 170.67' EX. PROPERTY LINE LEGEND — — PROPERTY LINE SETBACK LINE PROPOSED CURB AND GUTTER ' LIMITS OF DISTURBANCE iL_I S", PROPOSED HEAVY DUTY ASPHALT PAVEMENT PROPOSED HEAVY DUTY CONCRETE PAVEMENT A"I j EEL- PROPOSED STANDARD DUTY ASPHALT PAVEMENT r r r r r PROPOSED STORMWATER MANAGEMENT AREA r r r r r PROPOSED PROPERTY 34,691 SF (0.80 AC) 5,100 SF (14.7% OF TOTAL BUILDING AREA PROPERTY AREA) PUD ALLOWABLE MAXIMUM HARD 34,691 SF * 70% SURFACE COVERAGE =24,284 SF PROPOSED HARD SURFACE COVERAGE 23,656 SF 11 PARKING REQUIRED PARKING 22 SPACES PROPOSED PARKING 31 SPACES ADA STALLS REQ'D / PROVIDED 2 STALLS / 2 STALLS EXISTING OVERALL PUD PARKING 247 SPACES PROPOSED OVERALL PUD PARKING 278 SPACES N=vV11*7=1►1IPA OA CONCRETE SIDEWALK OB MATCH EXISTING EDGE OF PAVEMENT/ CURB & GUTTER OACCESSIBLE PARKING SIGN WITH BOLLARD OD ACCESSIBLE PARKING OE AREA STRIPED WITH 4" SYSL Q 45° 2' O.C. OF HEAVY DUTY ASPHALT PAVEMENT OG LANDSCAPE AREA - SEE LANDSCAPE PLANS OH HEAVY DUTY CONCRETE PAVEMENT OI B612 CURB & GUTTER (TYP.) O STANDARD DUTY ASPHALT PAVEMENT O TACTILE WARNINGS >- m W a 61 Z Y 0 m � w ¢azQ n A a0 � am Ov �mW= ui zaj LLr a ga<�0 3 a a O F w O z ~o�NS O w Z U W 2� ¢Wwww z Z F��U2 o 0 J W Z K ZO X 0 Z v5�1v O w�wQ]Q U? m< W O m o Y KU 0 f z 0 w = N m F wz ' U QgQ U L) QZ Y m w O N w 2 C/) 0CD N m a co rn w m w Y O w Z 2 y U w qa = N o O U Z Q /J A W Z ~ L_0 (� r 0 /� Z V i OZ 1N, Q 1 2 LU OL 00> LL 9 0 > W m J Z m LU a 0 • } V d Z Q W ® NORTH Z w _ = x a Know what's below. GRAPHIC SCALE IN FEET = J v Call before you dig. 0 10 20 40 LU SHEET NUMBER a C2.0 'I m CL N_ 0 0 N O N C d a a) Fn 3 C6 J H W Q Em Cz L 'U'—CHANNEL (3 Las WHEN SIGN IS IN PAVED AREAS, USE- 6 , PIPE BOLLARD FILLED W/ CONCRETE AND PAINTED TRAFFIC mm PS. CONCRETE I IV-o' VAN BE 'O n 0 Y 0 16'0 SINGLE POST THAN ETC.) SIGN TYPE PER PLAN GALVANIZED - SQUARE TUBE BREAK AWAY TUBE POST SLOPE TOP OF CONCRETE f GROUND SURFACE NITA a NOTES: NOTES: 3 1. ALL SIGNS SHALL COMPLY WITH U.S. DEPARTMENT OF TRANSPORTATION, FEDERAL HIGHWAY ADMINISTRATION'S 'MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES', LOCAL POLE AND SIGN TO BE PROVIDED AND INSTALLED BY GENERAL CODES AND AS SPECIFIED. MOUNT SIGNS TO POST IN ACCORDANCE WITH CONTRACTOR. o MANUFACTURER'S INSTRUCTIONS. 2. GALVANIZED SQUARE TUBE ALL SIGNS SHALL COMPLY WITH U.S. DEPARTMENT OF w TRANSPORTATION, FEDERAL HIGHWAY ADMINISTRATION'S POST TUBES - 2'K2'X3/16' 1290 "MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES', LOCAL POST TUBE SHALL MEET ASTM A1011 GRADE 50. CODES AND AS SPECIFIED. MOUNT SIGNS TO POST IN POST TUBE GALVANIZED AS PER ASTM A653 GRADE 90. ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. SIGN POST N? S. 2.w BITUMINOUS WEAR COURSE PER MNDOT 2360 MME3.50358 PR. MNDCT SPEC Z15'/ TACK CGAT PAVEMENT SECTIONS ARE PROVIDED AS A COURTESY ONLY. REFER TO GEOTECHNICAL REPORT FOR ALL PAVEMENT, SUBGRADE PREPARATION, AND COMPACTION REQUIREMENTS MNDOT 23W MVWE3503513 4R, MNDOT SPEC 235T TACK COAT _IA ozz ORION HEAVY DUTY ASPHALT SUBGRADE STANDARD DUTY ASPHALT PAVEMENT HEAVY DUTY CONCRETE PAVEMENT DETAIL SUBGRADE N.T.S. NOTE: ACCESSIBLE PARKING SIGNS SHALL BE MOUNTED 60" MIN. AND 66" INCHES MAX. ABOVE THE FINISHED GROUND SURFACE. ALL OTHER SIGNS TO BE T-61I ABOVE FINISHED GROUND SURFACE. 3500 P.S.I. P.C. CONCRETE BASE WHITESYMBOLONBLUEBALKGOUND BACKGROUND: BLUE PARKINGFNOTES: K-14T912 PIAOUETYPICALATALLVAN VEHICLE ACCESSIBLE PARKING SPACES REWIRED ALL LETTERS ARE I'AERIES'C PER MUTCD. UP TO 2WRN1. N2. FOR VK'S SIGN SHALL HAVE A REFLECTORIZED (ENGINEERING GRADE) BLUE T �Y VM BACKGROUND WITH WHITE REFLECTOREED LEGEND AND BORDER. 3. FINE NOTIFICATION SIGN SHALL HAVE ARE EC ORIZED(ENGINEERING 1 ACG35Y1E GRADE)WITM WHNE LEGENDAND BORDER. 4. CONTRACTOR SHALL VERIFY FINE AMOUNT. 5. ONE(1) SIGN REWIRED FOR EACH PARKING SPACE. 6. INSTALLED HEIGHT OF SIGN SHALL BE IN ACCORDANCE WITH SECTION 24 M OFTHEMANUALONUNIFORMTRAFRCCONTROLDEVICES(MU CD)AND FIN. GRADE STATE OF MINNESOTA ACCESSIBILITY CO(*. SIGNAGE T. ALL ACCESSIBLE FEATURES TO BE IN STRICT ACCORDANCE WITH ADA STANDARDS AND LOCAL LAWS. ACCESSIBLE PARKING SIGNAGE NO PARKING' SIGN. CENTERED AT HEAD OF SPACE. Y MIN. AND V MAX FROM FACE OF CURB. NO SIGN REQUIRED IF TIIE SIGN OBSTRUCTS A CURB RAMP OR PEDESTRWN ROUTE. HANDICAP ACCESSIBLE SIGN 4- PAINTED WHITE STRIPING r V WHITE STRIPE AT Z-0 O.L. I� HANDICAP ACCESSIBLE SIGN PAINTTHEWO NO PARKING' WITHIN EACH P-0' ACCESS SEI WHERE SHOWN USE Y MINIMUM RICH WHITE LETTERS NOTE: REFER TO PLAN FOR DETAILED LAYOUT AND DIMENSIONS TYPICAL ACCESSIBLE STALL PARN `cA� SiTY70 ' sFFP� Ics I TAPER N.T.S 4 PED PARKING ,TICN LOGO TO ON PAYING 24" DIAMETER NOTES: LOCATE AT EDGE OF PARKING SPACE UNLESS ACCOMPANIED BY 'VAN' LETTERING. PAVEMENT PARKING SHALL BE PAINT, INSTALLED AND COLORED PAINT PER STATE AND LOCAL STANDARDS. DETAIL PROMDED FOR REFERENCE ONLY. REFER TO ARCHITECTURAL FOR ALL ACCESSIBLE DETAILS. DETAILS PRESENTED IN ARCHITECTURAL TAKE PRECEDENCE �\ ACCESSIBLE PARKING SYMBOL NO PARKING ANY TIME 1.S R.NU., 0.V BaOer, 0.1- IMI.M, R.E M WNb; NO' C;'PARDNG' 0 46% pwwp 'ANY C 115% W.*Q;'TIM , C IQ%.parlM; �1 ADA ACCESS AISLE NO PARKING NTS. 30" WHITE LEGEND RED BACKGROUND R1-1 30'X30" "STOP" SIGN a N.T.S. c ® z Z U) Fw- O O ® U) Q Cl a z 0 2 O i' w J Y O 0 N Q m LL O w ¢¢ZQ <Zor Er(O-D www z a5LLF gwmoLL aaaa0 y3Doy 1- K H U,o Zg Q w W w W x � L) ~ LOa. f Z 7)(3 D=OIfO Z C) 0<09 W LL Q W u) wl a 61 z N w li W O (9 Z W z U -I 2 J W z C) C' Z N m O ZZ = N m f Z_ W `z O H U UO 0 Of GO D_ CID¢ x ic o IN UU H• N cl z x Q W U > ° Z QQg Y w DO > m Y aZ ¢ U w S Q W a W 11J zl N w o0� H N � LL. to 0m > Lu Wao a Q w co 2 = U z a x U SHEET NUMBER C2.1 U mC N N ° FOR REFERENCE ONLY FOR REFERENCE ONLY FOR REFERENCE ONLY FOR REFERENCE ONLY w U F uo a • 3/4" per foot 3/40 (1ri) Rounded $ullnaae at Gutter Line ° a� W a k o .`. =o� ae" ap s g: �� on 1$ $ $" Bituminous l�avaman e e 11 d4 € , �J € gib MAX 4 040 o i g g p a$, fifi � It z '6 �b Y� g g E8 ri� k'' ter'!, ,• 6 RLL 9.. k8 Fill 'a: s ya a Std�SwrIIC�'� fi 9<"� (n 4 Z f _ ae£z§<a4'gdg� 5' i z¢ S R } i 1.1301 �S Fb'� �_ EM a W a < �l G5 s i ' <¢ ip .fit Sirs �` a u: 3 Concrete Raoernent � �3��a<.�n 5 $ffi %R':•n,� µ"b g F fi�r ` a ���� �� � I �� �• UIS 5 Base irrcirirratcl to Apron w a s sa 4 1 �E�r a'�' F @ $FR 3� a =qe,W; _ < Slab Reircfarceerrt ,- ea" `4a€Q��� +�A—A 4 € e IN NO g �z Es' _" a Y� • i � < g r d a a L g€ a€ a�� �E t a 4 e' fee Lye Pda Scale zyyyFFb2��, dNit1 p�v a y �a := i �g a�s�Qg s� y yg� U Is £e` se E) ® Coe 8 a) 0© 6*:� {:BI#ti ®`�-.9- O -. a0 6� %3 ® >$ak€ ISSS�ii$ti'�/�iE1ii8'1arctal ' ®-AO�®q � . U i 524i1 %FVrHi 3dm - ® N Z L 13 Sidewalk Lotoban � i�aua' to jx E #g g. gpp <3 n ` r+, • 5� iii II t'- cm`v r :+ .r*� a+ t� �...d a®� I3� ` If--,« 'm • Ova v. ,.:.w --ty, Z z ER o 2, 76 a a .z.�o...,.,..:. 6 d Contraction Joints A $a Installed Over a o Water Service %� o a o m 3 c • 9 �" i® Max. spacing in z W-_ ;� < s f < Expansion Joint (t ) m Uzi s 16 111® g ` d m � ® Valley Gantt is $ No Scale Z � o 11 Ads U ® i ® O a > ' # :r �....t `gi i'„*: y', ,c N� �n�r ®e�.., .. fi e® 1: NOEL } W a �S ® 0 s ® rc a d cFi ".�'" G`r - r !�' Ip Vl iK *+ -' P 1+a 9 a W N a L 1= 1. Use #4 '1/2-) r+eber club relnfc ement in r.o.w placed 0 $ from each edge. � 3 w = n - reC r to be 01 center, being ' on carter in the gutter. Y N 3 s vio F f _ :•- c a ® Ctaratruc ' n joints shall bar 1 �3 the depth of the slob,, o o ® F I Maximum p ent sidpr: aifcwvd within 30 of the street is �i,5 . O w r a B o 5 e� 2 �-�--� �:: 4b Aggregate u in tits CG1� r t rxSiat sti,38s ion granite, 3 n 5. If sorter shutoff is in tits... &ivewdy puv,-mLrrt a seav& as irFctraai'Aotured by _�6< ` - Mcdonald 74MiA serge av,tta s� b' opening frome & toner or equol sftall Its irsstalIea ' � � Fm B. Hlghbac k curb must be ourea rt,� rohtnlao�rlly with drive+ray, swatrr ti a r t a le curb MnOOT s ANDW :.wN ¢T t s nNwFm 9ov¢n: may be poured ante iy, O NO. 5-297.250 (1 OF 5) MY IO. 2012 a N �111�[ Pedestrian Curb Ramps(Iff of Pedestrian Curb RompsCfff Pedestrian Curb Ramps GOtuIERGIALfINDUSTRIAL f 5 a �S� Page 1 of 5 � Page ° IM S� Page 3 of 5 CONCRETE DRIVEWAY APRON ENGINEERING DEP ENT 15A REVSED: 10-1 s PLATE No.: REIASEO 1-20 PLATE `. n REVISED: 10-i6 PLATE NO.: -. _-__ _. .C7a O 0 ENGINEERING DEPARTMENT 521 €LE .G, . - 5a ENGINEERING DEPARTMENT 521 5B - ENGINEERING DIpAFiTMEPtT 5.�'t=8. r- FILE NAME: G: \ENG\SPECS\5215 FILE NAME: G: \ENG\SPECS\5215B CD o N C N o FOR REFERENCE ONLY FOR REFERENCE ONLY FOR REFERENCE ONLY FOR REFERENCE ONLY C) N �k3r'iE;�itf' (�3i " '" a �La b — fop Hlfurriknouis MroterrlaI a e a U) All4" Ts sr fr; Rs �� C 0) In 4 - r m R B ...... 3tafa l -2 O W o rn 3 a a Q o f M �{O yet d ❑ w6F 1Q 1Y1GiL <.dR id'WFR = m H � � �� � a� �� W m Q crr Buaia at)ci 13t'L 1 s�A 2 f `f �e la' arrvr iv m-.: Y L) o o M LU @..............................................__.......... _................_.....-�.._._...._................ _...... _._..................... �tQ t r a � a Cn o Dire mce Yo va Sl p,C, � � I VF U � < � I p3 y�F�"gE�j y g i 7 a i,•'r` 1 tFid5''.E9��rtlE7:."»I..",3I{ia.°YPiii `? yaa Oli Im Ra8 rG ' .0 •.r II rc U a r pii� ooeoo 0 0 0 0 p r ''^^ w w c v♦ � � c�I # �r � x 9/4" i�El� P� N a k,4 �„ . € _ .., lrtUOT B'i'i? �'3 J f Cwrrole Dug' cod GolIt*T -A. L G ¢ S 6-. Y - �e CURB Q L T ps f" r �j & GUTTER a $ SURMIOUtdTA$i E i •:�.' % F� S _ �NFM p o wctr Lfs €riy with Wrs t Tart re vs. TRAIT TION CURB &OUTPEt *•::::: Q a Parking Lum", or Modiariz � yLLI — — 3 _ '1�� 'r £.�o" y``^^i`iY�% Bt'�'�S�tlnrsiy$ t>�nt�i�e � .... .. � e t] N 4" CLASS 5 BASE R I 7 •..a :z N a 7-le R _ 1'YP'ICAi. RESIDENTIAL RADIUS — 2O° � m , } 1$TP • . ' TYPICAL COLLECTOR RADIUS - W y N N d= m ? ta" try 1 1;`2'� Szarrarat,rt 9e � � � FSEF f�i2 G€�hi1,'"r�RE7E�TWI .`" � crstc Curb,oaf Cant $' height y 6' long transitional height curbing' drv�s height lI WC v 4" 'RE 1 r ;. ..` 11. J •1' . •• •�:1 yl, •e.••s, -.... :. �" .kr't l.I &% ~ 4: 5 ,,�, ` C0 N L 7 1, TYPICAL On PICK CONCRETE SIGOdAL& 0 Cl) ° i air'_ 9" Td•f CK FOR tsOMWNRICAL r;`PASWAY CIRNSING, 04MODF I -W 1. ?� U ° °� Bituminous e 5 E P'.AttEL ON 9DE O DRINTtiAAY TO BE T Id TfICKNE- � I.LI zr BiSurfacetwn > T Vr F IaITEWAUS. 3il�"E'ANSIi�]r��r�1[4"i Sp�i+(, AT 'ICu"LU MIOUNTABLE C 6e G iGBIi 'ACtlw a > i M TOOT 8$1$ C iC C do G ra f U INTEs�2V&S ANDS � EN A 'TTM!q t �F�tB ..ETE OFF TFA1,0t"URIir.. p O � ~ > Q 9 I" a °: Rlturraln s C4art� ' rn " Rr YaCR14TE 01 tI YiI 2ITT 4�1k "� iLE 't TEL O O 4^S 1..a;Famed SECTION A —A t s $` w T STANMRD Pun 5. EY�Yti..l 5 Mi`,U - ` liX � �fiEIIE PRk.i'17 G. THEDUD I —I OIRI1CGIdAY& Q LL Q� O `m ,W W O in > w m ° a - - - - - - Pedestrian Curb Ram s CONCRETE O "', a Z � Z TYPICAL CUR affTYPICAL CURB CMdF p �fCSL��At..l� Z I m W Q O _ RDA RADIUS U rz ~ Q- W AN �`*�cri.TTER Page 4 of 5 � Z fit. L p5p�� tip{ qp� A". 3 1.�'+ I+ PLATS LiLu 3 as. �. r11.r R ISEi a 3- 1$ ►m. REviseo: to-ls PLATE No.: FEE rN�4x€:s Eat Fc s :aLI_I,.F v DEPA;ZwEh�T 521 q cn F Ste: -t g �p@ a $ ENGINEERING DEPARTMENT5204 ENGINEERING DEPARTMENT 5215C - _- Q Q L E r�a.11•�E`ii„& 7.a {-IaN-4,:n a'j c-:3tit ° o E) river to Tr fiFk r�. ,£AIGZt52tii FILE NAME: G:\ENG\SPECS\5215C Z = Z W U Q — x -J E - U SHEET NUMBER 00-1 Y r � C2.2 L N 0 C N E In E 0J o2i L c C 01 m i m W c L O O c d H- � o. a U) 0 Of m LU O m w of a 0] Z 0 Q m � w U) L C m LU ° -jI E C 18 A �Y lh. -; ST•26 CORE DRILL AND CONNECT TO EX. STORM STRUCTURE PER CITY - A B OF CHANHASSEN STANDARDS AND SPECIFICATIONS IE:920.96 SE \ q P '\ 24 LF - 12" HDPE ' '""`�` i • •� _ r j ST-25 24" RISER PIPE W/ DOME B 922.95 \' • ME.921 27 GRATETOP `- / OVERFLOW ELEV = 921.20 923.00 IE:921.20 NW Q BP-1: STORMWATER INFILTRATION BASIN / BOTTOM OF BASIN: 919.50 / % TOP OF BASIN, 921.50 / 100-YR HWL: 920.78 1 STORAGE VOLUME: 1,645 SF 922.50 f � Cb / T / • + _. -- ;%%EOF:921.50 / / mO / / • / • PROPOSED CHRISTIAN BROTHERS _J t AUTOMOTIVE 1 O /• /• /• t5,100 SF FFE: 923-00' ^7 � ' � � /' /• /• 923.00 f ;r^ 922.16 Mom 1 41/1 m/ 'y IE:917B6 W \� t I EOF:920.81 922.50 'IV922.79 IE:917.66 E o -20.0' I I :vm f( A r F I ❑ / • - " DIA. CB W2" HDPE RE:919.99 56 LF' 1@0.50% / �1-.10% --- �W (p7 922.23 `\ - IE:917.94 E o o922.47 56 LF - 12" HDPE @ 0.50% Lr - 1. 0.50 % mm .17 1.37% 1 922.25• ` r� o v ? 44 o / I \ 2.17% j� m ST-16 CONNECT TO U/G STORMWATER MANAGEMENT SYSTEM IE:917.92 N I '( 922.19 ti I l i BMP 2: UNDERGROUND INFILTRATION SYSTEM ADS 36" PERFORATED HDPE PIPE OR APPROVED EQUAL TOTAL STORAGE VOLUME: 6,238 CF to TOP OF PIPE: 918.90 PIPE INV.: 915.90 _. BOTTOM OF STONE: 915.40 ` 100-YR HWL: 918.80 ST-18 ii` CONNECT TO U/G :9 : INFILTRATION SYSTEM t I1E17.60 SE \ `@ 1LF O 12„ HDPE B IECT TO U/G az�.uu (RATION SYSTEM \ 921.88 51 W ,44 ry 921.85 It I ti ST-11 ,.' CB 24"X36" ' W/ T SUMP RE:921 83 LP'92195 1=1E:917.80NW- _ T LP:922.04 j 922.6OCS-1 922.53 , A OUTLET CONTROL STRUCTURE'` EOF:922.4rnr - 10 LF 12" HDPE PROVIDE 6" WIDE WEIR WALL t 0 -N _ - TOP OF WEIR WALL: 918.50 1 ' • f @ 2.00% RE:922.56 i " -922 IE915405 • " . • • . • ADJUST RIM TO V ME:921.68 - ROCK ME:921.95 " PROPOSED GRADE if CONSTRUCTION ST-20 j I ! ENTRANCE CONNECT TO EX. STORM STRUCTURE ' 3 CONTRACTOR TO VERIFY INV. PRIORAV I 1 I f TO CONSTRUCTION7^'� IE:915.20 N IE: 915.40 S .,...-.....-- ___._ _ - - ..._. - s ....._ _ _._......._ ..._ V r EROSION CONTROL PLAN NOTES 1. ALL PERIMETER SILT FENCE AND ROCK CONSTRUCTION ENTRANCES SHALL BE INSTALLED PRIOR TO CONSTRUCTION. 2. THE CONTRACTOR SHALL INSTALL CATCH BASIN EROSION CONTROL MEASURES. 3. WITHIN TWO WEEKS (14 DAYS) OF SITE GRADING, ALL DISTURBED AREAS SHALL BE STABILIZED WITH SEED, SOD, OR ROCK BASE. REFER TO LANDSCAPE PLANS FOR MATERIALS. 4. ALL EROSION CONTROL MEASURES SHALL BE INSTALLED AND MAINTAINED IN ACCORDANCE WITH CITY, STATE, AND WATERSHED DISTRICT PERMITS. 5. THE CONTRACTOR SHALL MAINTAIN ALL EROSION CONTROL MEASURES, INCLUDING THE REMOVAL OF SILT IN FRONT OF SILT FENCES DURING THE DURATION OF THE CONSTRUCTION. 6. ANY EXCESS SEDIMENT IN PROPOSED BASINS SHALL BE REMOVED BY THE CONTRACTOR. 7. REMOVAL ALL EROSION CONTROL MEASURES AFTER VEGETATION IS ESTABLISHED. 8. THE CONTRACTOR SHALL REMOVE ALL SOILS AND SEDIMENT TRACKED ONTO EXISTING STREETS AND PAVED AREAS AND SHALL SWEEP ADJACENT STREETS AS NECESSARY IN ACCORDANCE WITH CITY REQUIREMENTS. 9. IF BLOWING DUST BECOMES A NUISANCE, THE CONTRACTOR SHALL APPLY WATER FROM A TANK TRUCK TO ALL CONSTRUCTION AREAS. 10. IN THE EVENT OF FROZEN SOILS, THE GC MAY UTILIZE BID LOG (ERGS-11). THE GC IS TO PROHIBIT SEDARGE FROM THE SITE. SEQUENCE MENT HOF CONSTRUCTION: UPON IMPLEMENTATION AND INSTALLATION OF THE FOLLOWING AREAS: TRAILER, PARKING, LAYDOWN, PORTA-POTTY, WHEEL WASH, CONCRETE WASHOUT, FUEL AND MATERIAL STORAGE CONTAINERS, SOLID WASTE CONTAINERS, ETC., IMMEDIATELY DENOTE THEM ON THE SITE MAPS AND NOTE ANY CHANGES IN LOCATION AS THEY OCCUR THROUGHOUT THE CONSTRUCTION PROCESS. BMP AND EROSION CONTROL INSTALLATION SEQUENCE SHALL BE AS FOLLOWS: 1. TEMPORARILY SEED, THROUGHOUT CONSTRUCTION, DENUDED AREAS THAT WILL BE INACTIVE FOR 7 DAYS OR MORE. 2. INSTALL UTILITIES, UNDERDRAINS, STORM SEWERS, UNDERGROUND SYSTEM, CURBS AND GUTTERS. 3. INSTALL APPROPRIATE INLET PROTECTION AT ALL STORM SEWER STRUCTURES AS EACH INLET STRUCTURE IS INSTALLED. 4. PERMANENTLY STABILIZE AREAS TO BE VEGETATED AS THEY ARE BROUGHT TO FINAL GRADE. 5. PREPARE SITE FOR PAVING. 6. PAVE SITE AND INSTALL STRIPING. 7. INSTALL APPROPRIATE INLET PROTECTION DEVICES FOR PAVED AREAS AS WORK PROGRESSES. 8. COMPLETE GRADING AND INSTALLATION OF PERMANENT STABILIZATION OVER ALL AREAS. 9. OBTAIN CONCURRENCE WITH THE CIVIL ENGINEERING CONSULTANT THAT THE SITE HAS BEEN FULLY STABILIZED THEN: 9.1. REMOVE ALL REMAINING TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES. 9.2. STABILIZE ANY AREAS DISTURBED BY THE REMOVAL OF BMPS. PH II BMP QUANTITIES HEAVY DUTY SILT FENCE ±740 LF EROSION CONTROL BLANKET t1,800 SF INLET PROTECTION 9 EA KEYNOTE LEGEND OA INLET PROTECTION BO SILT FENCE PROPERTY RUNOFF RATE SUMMARY TOTAL SITE PRE POST 10 YR 1.04 CFS 0.32 CFS 100 YR 3.69 CFS 2.38 CFS 11 EXISTING NORTH PRIVATE ENTRANCE -11 PRE POST 10 YR 0.23 CFS 0.13 CFS 100 YR 0.80 CFS 0.25 CFS II CROSSROADS BOULEVARD II PRE POST 10 YR 0.45 CFS 0.13 CFS 100 YR 1.59 CFS 2.08 CFS 11 EXISTING INLET ONSITE II PRE POST 10 YR 0.41 CFS 0.08 CFS 100 YR 1.40 CFS 0.26 CFS LEGEND - PROPERTY LINE --- 1A - --- EXISTING CONTOUR 925 PROPOSED CONTOUR EROSION CONTROL BLANKET i INLET PROTECTION 100.00 HP:0.0 LP:0.0 ME:0.0 0.0% 0.00% HEAVY DUTY SILT FENCE PROPOSED STORM MANHOLE (SOLID CASTING) PROPOSED STORM MANHOLE (ROUND INLET CASTING) PROPOSED STORM MANHOLE/ CATCH BASIN (CURB INLET CASTING) PROPOSED STORM SEWER CLENOUT PROPOSED FLARED END SECTION PROPOSED RIPRAP PROPOSED STORM SEWER PROPOSED STORM SEWER PROPOSED SPOT ELEVATION PROPOSED HIGH POINT ELEVATION PROPOSED LOW POINT ELEVATION MATCH EXISTING ELEVATION PROPOSED DRAINAGE DIRECTION PROPOSED ADA SLOPE GRADING PLAN NOTES 1. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE CITY OF CHANHASSEN, SPECIFICATIONS AND BUILDING PERMIT REQUIREMENTS. 2. CONTRACTOR TO CALL GOPHER STATE CALL ONE @ 1-800-252-1166 AT LEAST TWO WORKING DAYS PRIOR TO EXCAVATION/CONSTRUCTION FOR UTILITY LOCATIONS. 3. STORM SEWER PIPE SHALL BE AS FOLLOWS: RCP PER ASTM C-76 HDPE: 0" - 10" PER AASHTO M-252 HDPE: 12" OR GREATER PER ASTM F-2306 PVC SCH. 40 PER ASTM D-3034 STORM SEWER FITTINGS SHALL BE AS FOLLOWS: RCP PER ASTM C-76, JOINTS PER ASTM C-361, C-990, AND C-443 HDPE PER ASTM 3212 PVC PER ASTM D-3034, JOINTS PER ASTM D-3212 4. CONTRACTOR TO FIELD VERIFY THE LOCATIONS AND ELEVATIONS OR EXISTING UTILITIES AND TOPOGRAPHIC FEATURES PRIOR TO THE START OF SITE GRADING. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE PROJECT ENGINEER OF ANY DISCREPANCIES OR VARIATIONS. 5. SUBGRADE EXCAVATION SHALL BE BACKFILLED IMMEDIATELY AFTER EXCAVATION TO HELP OFFSET ANY STABILITY PROBLEMS DUE TO WATER SEEPAGE OR STEEP SLOPES. WHEN PLACING NEW SURFACE MATERIAL ADJACENT TO EXISTING PAVEMENT, THE EXCAVATION SHALL BE BACKFILLED PROMPTLY TO AVOID UNDERMINING OF EXISTING PAVEMENT. 6. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL HORIZONTAL AND VERTICAL CONTROL. 7. CONTRACTOR SHALL EXCAVATE DRAINAGE TRENCHES TO FOLLOW PROPOSED STORM SEWER ALIGNMENTS. 8. GRADES SHOWN ARE FINISHED GRADES. CONTRACTOR SHALL ROUGH GRADE TO SUBGRADE ELEVATION AND LEAVE STREET READY FOR SUBBASE. 9. ALL EXCESS MATERIAL, BITUMINOUS SURFACING, CONCRETE ITEMS, ANY ABANDONED UTILITY ITEMS, AND OTHER UNSTABLE MATERIALS SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE DISPOSED OF OFF THE CONSTRUCTION SITE. 10. REFER TO THE UTILITY PLAN FOR SANITARY SEWER MAIN, WATER MAIN SERVICE LAYOUT AND ELEVATIONS AND CASTING / STRUCTURE NOTATION. 11. CONTRACTOR IS RESPONSIBLE FOR CONSTRUCTION OF PAVEMENTS AND CURB AND GUTTER WITH SMOOTH UNIFORM SLOPES TO PROVIDE POSITIVE DRAINAGE. 12. INSTALL A MINIMUM OF 4" CLASS 5 AGGREGATE BASE UNDER CURB AND GUTTER AND CONCRETE SIDEWALKS. 13. UPON COMPLETION OF EXCAVATION AND FILLING, CONTRACTOR SHALL RESTORE ALL STREETS AND DISTURBED AREAS ON SITE. ALL DISTURBED AREAS SHALL BE RE -VEGETATED WITH A MINIMUM m w O W K Q Z Q QZO f. V l m W z d 5: gmXoxx d3aa0 m xir'�w3 FaUZg aWwww ��pJF w C6 Fz �p w Owpz V¢Z¢K m LL � Q W w-c- e LU 1n z O W 0' 6 z m m h W a r w O Z W z o W J x. z O N p N z 0 m o ww O¢U'Z I xawxzz r ¢ z U m 0LLI Y U O N = O N U) a o ❑ o co p _ O W Z Z Y Y ¢ WLD w N 0 0 U OF 4 OF TOPSOIL. 14. ALL SPOT ELEVATIONS/CONTOURS ARE TO GUTTER / FLOW LINE UNLESS OTHERWISE NOTED O 0 15. GRADING FOR ALL SIDEWALKS AND ACCESSIBLE ROUTES INCLUDING CROSSING DRIVEWAYS SHALL CONFORM TO CURRENT ADA STATEINATIONAL STANDARDS. IN NO CASE SHALL ACCESSIBLE RAMP SLOPES EXCEED 1 VERTICAL TO 12 HORIZONTAL. IN NO / w v CASE SHALL SIDEWALK CROSS SLOPES EXCEED 2%. IN NO CASE SHALL LONGITUDINAL SIDEWALK SLOPES EXCEED 5%. IN NO CASE SHALL ACCESSIBLE PARKING STALLS OR ' w V O AISLES EXCEED 2 % (1.5% TARGET) IN ALL DIRECTIONS. SIDEWALK ACCESS TO EXTERNAL BUILDING DOORS AND GATES SHALL BE ADA COMPLIANT. CONTRACTOR SHALL NOTIFY ENGINEER IMMEDIATELY IF ADA CRITERIA CANNOT BE MET IN ANY LOCATION PRIOR Q a. TO PAVING. NO CONTRACTOR CHANGE ORDERS WILL BE ACCEPTED FOR A.D.A COMPLIANCE ISSUES. Z 16. MAINTAIN A MINIMUM OF 0.5%GUTTER SLOPE TOWARDS LOW POINTS. Z O 17. CONTRACTOR TO PROVIDE 3" INSULATION BY 5' WIDE CENTERED ON STORM PIPE IF LESS THAN 4' OF O • . COVER IN PAVEMENT AREAS AND LESS THAN 3' OF COVER IN LANDSCAPE V �A V/ an 18. AREAS. ROOF DRAIN INVERT O CONNECTIONS AT THE BUILDING SHALL BE AT ELEVATION 918.50 OR LOWER UNLESS NOTED OTHERWISE. REFERENCE MEP PLANS FOR ROOF DRAIN CONNECTION % ALL STORM SEWER CONNECTIONS SHALL BE GASKETED AND WATER TIGHT INCLUDING MANHOLE CONNECTIONS. ' ^ z 20. ALL STORM SEWER PIPE SHALL BE AIR TESTED IN ACCORDANCE WITH THE CURRENT PLUMBING Z •A CODE. 21. MAINTAIN A MINIMUM OF 1.25% SLOPE IN BITUMINOUS PAVEMENT AREAS, 0.5% SLOPE IN CONCRETE PAVEMENT AREAS. Q 22. CONTRACTOR SHALL REVIEW PAVEMENT GRADIENT AND CONSTRUCT "INFALL CURB" WHERE PAVEMENT DRAINS TOWARD GUTTER, "OUTFALL" O O _ L r U ` AND CURB WHERE PAVEMENT p' / DRAINS AWAY FROM GUTTER. 23. ALL PORTIONS OF THE STORM SEWER SYSTEM LOCATED WITHIN 10' OF THE BUILDING OR WATER SERVICE LINE MUST BE TESTED IN ACCORDANCE LL 'a^^/ V+ G % M�M O WITH MINNESOTA RULES, CHAPTER 474, SECTION 1109. O U) L J W 0 Z WZO v00 IL H z ® NORTH T- U Q N Z_ rn 00 Z Know what's b@IOW. GRAPHIC SCALE IN FEET 0 10 20 40 C) Q Call before you dig. J LU SHEET NUMBER a C3.0 FOR REFERENCE ONLY UNDERGROUND STORMWATER MANAGEMENT NOTES co CD O N CD 04 C0 17 a) a a N W m _0 U) J W �1 CM cZ L U) LL W 2 0 m Q N ND LL U LU CI JI U Y FOR REFERENCE ONLY i-- `v oral. (shah 2- VB QFaa sled be used at as law paInmpaints. Face of gab J Direction of Raw PLAN S El I' �1111 1 i( . PROJECT INFORMATION ENDNEElED EPN MAME PRODUCT EPM NUMBER MANA{iER EPN FAIL AD98AlE8 REP eMFa NAAE 9MES NMHBER 8MF8 ENAL N%IEcrxo. FOR REFERENCE ONLY �,- 24'xW' alub opening for Neench R3W--V of oWd EL& 1- V Crate show 2- VS Crates olld be used at a# low points Neench R3057-V caring and grata or equal. Sae detail 2110 for an ad)ustrnentt. 61, Canasta collar ' .1. ' .: , • ^ Concrete " pa ddail 2101L Top of barrel section under tom slab to now not top edge sealed 0I 2 baade of �nnek or eWai. + haw to bt 'L1' VaABB ring r ga"his. 6" Preamt concrete Section - Naldloie steps, Neenah RIOB1J or equal, 18' an centers. t Nhnirnun thickneas of precast lass ::• slab is 6' for 14' dydh or low and Increases to a minhnum slab 5rgy a thickness of B' at depBu greater than 10 a if the structure Is larger then 413' diameter. stHoq be 1puted bath ii and outside offfie ahucbWE 2X9 block strurbaso 4Y'e allowed. JIM o =�np N rolned a minimumgrout seem of 4 shall be constructed tbottom #bottom of maltlda to 1f2 diameterpitto pipe and o le ope 2' towad ,,and i b tin. lowest pipe Invert In the structure. Cffw TYPICAL 4' DIAMETER CATCH BASIN MANHOLE Ise) 10-1a ENGINEERING DEPARTMENT x�E � 3102 wE ADVANCED DRAINAGE SYSTEMS, INC. CBA - CHANHASSEN CHANHASSEN,MN ADS RETENTION/DETENTION PIPE SYSTEM SPECIFICATION solve THw BPE➢PIGTEN OESCREEBADBIEIENIK)NNETENItONPPE BYBIEMB FOR UBE NNONFKEBNNEGRAVmsLON STORM WATERCOLLECnON SYSTEMBUIIIYINSAI%MRWIM)U60UIFML 81RUCRwE. ,ItM P PWxENDlBOLTKBO(Biwk BTB RIPE 6 W1L BE.KINED UfiNG A BELL AND SPIGOT ANr. TYE BELL AfID ePIODT JOM 61NLL NFET T NE Bd.TCNT RE W NEMENIS OF AS1M G19O6 AM OA81EB 9NALL LEEr 11E REIXMIEAENIB DE ABTN F/P. PWN EIA PPEAID FRTRwi6lbtAECIM)N88MMLeE JOaIHI YIFMCDU'LWO BANDE WVEPoNOAT LEAST 1W0 RYLCOPRIKNTi0N80N EACH END aF THE PPE. G81E'IED SIDE-rnNT c0UN.1R) RANI COIaI[t roN6 8HO11 NCORPOM,TE A CLOBEDCELL SYNIHEnC EKPM10®IiIIBBFR GA81ET IEFIBID THE REDUIREMENBOF ANNDIa60MDENa.INNET6, WISHAPPLKIBIE. NW16E N8TALLEDBYT)E PFE MANIA'ACTMER F11 tINW FIT11N088NM1lXNFMN lOA1tlN FY30 ANDAEETJmmM PERFOPoRAtM.E NDYNTEDABOYE FOR FRTNGB COINEC(pNt.lKIBTOM FIITRMIB AAE AVAxABIEAFL MAT AEDNRE BPEmmM BBO1lATpN CIIfTFRI0IL NBTM1AMxO NSTMlATM1N HHV1DE N ADCmmiD410E WIIHASMD2l2t AID Alw AECONNENDED NBTALIAila1 DUOEUNE6, WRN 11E E)tCEGTONTNAT NNBAIN CODER NNCNTRAiFTC AAEAB FOR 12J0 NCH(90D10W mm)DMLElEP88HALL� t FT 01sm1 LYIBBx1 COVRt N11tAFFGIEDAlEAB FOR 12aB NLN f111M1('-0IJB)18i OF CIA6lll(CAB®ACTF➢�O0.j6AB8 B�ilLwlwUNBBY IM17 N�ATE�,L. WRIITlR�E1R�TpNTXA �RNG11 (tE0D2irm)�RYSFFLw BlV1L 119E CLASS I MATER VL ON.Y. MMINM L W Eli 1EiCHrB DD MOF ACCd1M Hal P W E BUOYANCY.REFER TO AOB TE]BiCAL NOTE 8A6 4FE FLOTATpN• FOR BUOYANCY DEBION CO W OERAi pNB NAXaKM COVEfl OVER BYSIEM ItM6 BTAMNTA BAdriLL w B Fi (24 mk C ONGLTA IE➢REBFTTATNE WNFRNA%IW W FLL IeNBIrIMY BE �.IDaIFCRML NBTAUATgNRE01BELENf8NiE fRO�IOEC NIIECPAdY➢E HANDBOOKBECIKINB'IEIEfmOnaEIE1RTMINM'. )1)S RECOMLEIAH THE INE OF FLEJDITOPM GTCH Ir NSe[I8 d1RNG (%)naTRlOIIaT Fait KL NLErB TO PRaECT TIE 8UB811RFA➢E SaPLM'ATER MANA➢EMEM BYSIEM FIW M LONBTRUCIION 911E RIITOOFF. 0 FETERFAUNUC FNFL FILL MATERIAL RTit NtDiECi BPEgflGTlOtej l ),1,tAT10N „ BYENSNFFlU � \ NOTES: 11 MLEIiNATpta.IwaEN8pN9AND LOCATIDNB OF RISERS. wLETe ANDOURET9,HNALL BE VERaiFaWTIEgNKF PWORTOREE MFat FABPoGT 2f w6111UTgN6YA1FAEF FNEGRFRED B.,.,OIFLL IMTERUI.I3 UDED F0.PiENP TG TFE NfE B, ANDEBPECULLY INYmm.WKKi 6ROMA WATERCOFDIIIat9, CCNBwEMTKM BNOIAD 8EGIVEGIVEN TOTIE U6E OF GABNETEDPIPFJOWIB. FT TIEVERT LEPBi THE PFEJOWTB MIND BE WRA%ED NA w11TABLE. NONNWEN GEOTE%TlE FERRIC TOPREVFNF NFlLTRATFYI a FNEB MOTIEPFE 6Y8lEM 9) CCN9WERATIIXI FOR LONBTRUCTIOH Ea1PMENI LOADS MART SE TN NrOACC .. A) ALL PIPE pBENNONb FRE 9UBJECTro MANUFACTURER6 TOIERANCEs 5) ALL RBERS TO BE FEW EXTENDED M TRIMMED TO FINM GRFDE. THE UI&ERSNUiEO HERBY PPPf1OVE9 Tiff ATTACNEDPADES. cu9TaNEfl GTE H H M aiE%RL1T{ (NIDIDPVNn (OflA86AREA) � IRIOIHRNBFD EARm NmmNNM NaMYNL IYPIVl TYPMN.BB)E LW.H NIKH LINLM OIwErER o➢. 9PAcrlo'c wMtx TRMFIC 9r 4S BY tr 1S IT tY S pIDOmm) (ta]mml (teW err) NB7 NN Rm mm) ROB mmI RA mI " """'•A II GTERIILL PERFSIM IEBT®ITIDN. CDAWP➢1®M ,33 i a mm)LOO9E LIFTS royal% Z AX.BPD z g PLAN VIEW •LOADBEARNGCONCREIECOLLAR A08PEmmFIFD BYDEBpN iNRNEEfl FPAMEBCWATFBOLIDCOVER aTERERE n) i6EENYLaPLAGt CETNy REFERTOCRG98SECTXIN TRAFFIC N8FN1Al1IXli�-TRAFFIC NBTNIA rFatCWER NFIGM DETNLB CORRUGATED HOPE ROER(SPECFY DW.1e'IwU UNOiBTURBED EAR1H ♦ �� UUU CLA.$ I DR 1l ALAliRML FNt ABINDP321.LA1EBT EOfIIat. BEDOINO (CIA8310R II MATERW� COYPACIEDNMAXr n02 mm)MN. Fled •1' 1&2I'(NDBW nw)NM`E Pea (TOP ern)L008ElNTe TO .r(15T mm)MW. FOR3080'RBE15O0mm)ROPE PPE eBx,MN. of M.X. srD •MAiGWM RILL HEKxRB INERMANPOD RITWGB.CMlrACI MAMIMCTURERB REPRE9FMADYE FOR SECTION A -A N8rM1AiN)N COII$OEMTIONH WIENODYER FXCEEDBBFTRA ml •LaNAA1NGCOJCRElECOL1.M SHALL BE DONSTRt1CTE0 NOTES N TMFFM. MEl9 SUCH T! WT TIE LNE LOM IB 111flN8NITT[D roT1E 61Aa0NelNOS0EAN0 NOT DNF.CTIY TOTFE RwEli. 1. Ml flEFeeNExc6elOC1A681 OR II WREPYLMEPER A8IFIDP821 O. BBB 6URABLE MATERW.IwNLL SECIFSB I OR R.1IE 8IAlIIWDiMY➢fICE FOR INOEROPWIO NeTMOATON OF l%NDAACTmmt8W11 PROVIDE OOCUNEMA110F1 FORMATERNL TIEIeAOPIASIC PPE FORBEWFRBAIA OILER aNV11YFLOW' BPEmmFK:XTgNro ENONEEm ULE890TER1YEE NDIED BV TiE APPUGTImmB,1AlE8T EDlIgN. FRMIE6L MONRILI BF➢IMIAINMAETF8081441BEP(femmlFOt P.SK•(tOD800 mmK6TB2mm}FORB06p pBOBW mm} 2. ALL RETEMIDRNAl1ETEM%w 8Y81FlABA14T4 SE w6TALlIDw A(K:ORaWCE WRHASIY atBi1, LATESTEMION AHOIiE ]. ,BA (�JLLBURABLE MAIEHNLwW1BE CLASSI OR II IN MWUFACTUiBte RtLLeIEO NeTADATIDN WUH1IEa TXE PPE ZmmE E%IENMHO NOT LESS TMANP(lrtmmj ABOVE CROWN OF PPE. THE CONIRACi0t 8NALLPRONDE B. LwABUREB BHgxLBE TN(ENMPRE4£MTIE YNMTgN Cf LbCUEMATIIXI FOR MMERML SPECIE%24TNM'TOENONEBd. TEB NTOTNE BALIaB.L MAlFRM4YAEN REWREU.BEE AT:tEREDITIO1BE N8O11EI1M REWRED INA9TN �921, ApTN Opyrt, Alawo tAlEBi FJK1gN. L FBTEAFABRC, ADf9TEX11lE FABRIC IMY BE Il9EDA0 BPEGFED eCOYER MNNUMCWEROVFR All RETExTCKUDEffmlmm0 BYTIIEENDNEER roPfEVEMTRE WRAl10N aF FRIES fROAITiE SYSTEMS WNOWTRAFFa APR.IGTK]NB(IBiAHOOR LANDSCAPE NATNE 80L pITOTE RECEDE'FBAGaILLINT00FL ARFAB)181z n06mmIFImLITOPaF FWEro GROBLNAIFACE. FmmNNwM COVER MAY fiE PEOlINEO TO PREVEM FIGTAIKKt B. FaNDITKN: MERETFETENCN BOTTOMwU18TAN.E.IHE FORTMFFX: APPLCATbXB,MNIMR1 COVetw iS (BOB NMLFro CONmArrOTBMMI EKCAVATETOADEPN REmmIN®BYTHE 98'RWmm)MANLIERRPEMU)09'RiO mm)OF C(NER Fat 42-00' EFANEERAIDItP1I10EMIN BNaBLE NA1pMLA6 BPEfYEa ROB015W mm)pbWETER PPE MEAwIPFO FRp1TOPOF PPE TO BYINEENONeER AB ANALTfIaMliv£AID ATTIEUrgiErWNOF BOTTOM OF FIFJBSIE PAVEIAENr ORTO TOP(1FRp3DPAVEfE1R. TIE DW6N ENGBFER TIETRENa1BDlTOM ANYEBTABL�D NAXIMIM FLL IEM)HTLe111�T0eFTR4nNOVER FnTNOB FOR Itel6 AlY-0TFX114e AN11]eNL STMtDMDBwTALLAT1018.CDVaCTABN.®RFPRESBRATNE MEGA MWFxt1EIWBE%CFIDBFTRAINPoR NBIAIIATpN COMBO WAININB. + t I to( �I FOR REFERENCE ONLY ale Cast& g Ua and tho e (See Pent« 2110 a tl) Concrete Collar sale steps Mall be lain oll be1J. 18 on ranter. a Sind be i en Or wbor Is r Lang r OPanlMer b a Larger rift in monde to have 'CI"rbsq e doll be out off 4' from ON I fats of the manhole wall. •r, ,,P""T'� x; ; >",B. :ice- Precut Inverts ► od be 1/2 of SECTION MEW Poo ulannotor and Benches Sloped 2a' the Invat Minimum thickness of precut base slab is S' for it' 61W 4F less and Increases to a minimum slab thickness of S' at depth greater than 14r or N the atruotwe To larger Glen 48' diumere . 1. Ai dog houses did be granted both In" and outside of the structure, 2. When th manhole or catch bomb sbu g If a is raatsd aertside a9 the lrawiad raadwoy a lwdbiase pat alai dgn (BBi) elldi I)e i1wrod' next to the MH 3. it a camp tit M rpuVafi. a mIninum sump depel of 4' elid b aanatruobed below the lowest pipe Invert 1 the Btru=Pm F(TR RFFFRFN(:F ()NI Y ,,...........,"". INSTALLATION OF THE UNDERGROUND SYSTEM. THE CONTRACTOR SHALL PROVIDE THE RESULTS TO THE ENGINEER FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION OF THE UNDERGROUND SYSTEM. 2. CONTRACTOR SHALL OVER -EXCAVATE ALL TOPSOIL AND FILL AS NECESSARY TO NATIVE FREE DRAINING SOILS. EXCAVATION SHALL BE REPLACED WITH SUITABLE ENGINEERED FILL MEETING THE MNDOT SPECIFICATION FOR COARSE FILTER AGGREGATE PER SECTION 3149.2H. DEPTHS OF FILUURBAN FILL EXPECTED TO VARY, CONTRACTOR SHALL VERIFY DEPTHS OF EXCAVATION AND PERFORM INFILTROMETER TESTS PRIOR TO INSTALLING UNDERGROUND SYSTEM. 3. IF NATIVE SUBGRADE SOILS BELOW FILL ARE DETERMINED TO NOT BE CONDUCIVE TO THE DESIGN INFILTRATION REQUIREMENTS, THE CONTRACTOR SHALL REMOVE AND REPLACE THE POORLY INFILTRATING SOILS TO A DEPTH WHERE THE EXISTING NATIVE SUBGRADE SOILS MEET OR EXCEED THE DESIGN INFILTRATION RATE AS REVIEWED BY THE ENGINEER. 4. UPON COMPLETION OF THE STORMWATER BMP AND FINAL STABILIATION OF THE TRIBUTARY DRAINAGE AREA, THE CONTRACTOR SHALL PROVIDE DOCUMENTATION THE BMP AFTER A SIGNIFICAT RAIN EVENT THAT SHOWS THE BMPS DRAWS DOWN WITHIN 48 HOURS. 5. NO CONSTRUCTION EQUIPMENT SHALL TRAVEL WITHIN THE UNDERGROUND INFILTRATION SYSTEM AREA. USE EXCAVATOR WITH TOOTHED BUCKET FOR INFILTRATION BASIN EXCAVATION TO AVOID COMPACTING OR SMEARING OF SOILS. 6. FINAL EXCAVATION OF UNDERGROUND INFILTRATION SYSTEM AREA AND INSTALLATION OF OF ENGINEERED SOIL MUST OCCUR IN DRY SOIL CONDITIONS TO PREVENT SMEARING AND COMPACTION. DO NOT WORK IN INFILTRATION SYSTEM AREA IF SOIL CONDITIONS ARE WET. 7. IMMEDIATELY FOLLOWING SYSTEM CONSTRUCTION, THE EXCAVATION FOR THE TRENCH SHALL BE IMMEDIATELY BACKFILLED WITH APPROVED BACKFILL MATERIAL PER MANUFACTURER'S RECOMMENDATION, OR THE EXCAVATION SHALL BE PROTECTED WITH SILT FENCE AND OR BIO-ROLLS SUCH THAT ON -SITE SOILS DO NOT ENTER THE TRENCH EXCAVATION AND CLOG UP THE BOTTOM/SIDES O THE TRENCH LIMITING THE INFILTRATION CAPACITY OF THE UNDERGROUND SYSTEM. 8. IF ANY SOILS ENTER THE TRENCH PRIOR TO BACKFILLING, THE CONTRACTOR SHALL REMOVE SOILS AND CONFIRM THE INFILTRATION CAPACITY OF THE NATIVE SUBGRADE SOILS IS MET WITH INFILTROMETER TESTS. ® U I z 9. CONTRACTOR SHALL COORDINATE AND COMPLETE CERTIFIED AS -BUILT PLANS DEMONSTRATING ALL CONSTRUCTED STORMWATER w CONVEYANCE STRUCTURES, AND STORMWATER MANAGEMENT FACILITIES (INCLUDING AS -BUILT VOLUMES) CONFORM TO DESIGN a - AND/OR PLANS AS APPROVED BY THE CITY. L 0 1 N 10. STORMWATER MANAGEMENT AREAS TO BE KEPT OFF-LINE UNTIL DISTURBED AREAS ARE RESTORED. IF NOT POSSIBLE, SYSTEMS a � MUST BE CLEANED OUT PRIOR TO CERTIFICATE OF OCCUPANCY. ❑ Q k 0 TOP OF POND ELEVATION: 921.50 24" RISER WITH DOME GRATE = 1 TOP OF GRATE: 921.20 } I ITEM B DESCPI STAM I VENDER I NA7tE _1r`EVI OW IALT.QWI PIUtro I IAN.I WHocnNOTE 1 1 3B6YViCt 08'.DOIELE MANFOLOTEE COMP A08 9EE DETAIL B i Ee11216]TPPE 1SN-13MINNOERTATEE STAR I iFlEWWCATE t-1 1 OW9AN .MANIFMDINLEr RISER STAN AD8 CaMPDI$R 10 1 BLtTTeBAW w+c IMIELEMW BTAN MB NOT 9NOMM T t 9eW: ➢IBINEMNIFIXDTFE 8TN! P➢6 BEE DEIA[ 11 tB H%iM 9B'BFLRDWR eTAN ACB NOF6NO.WJ 3 8 2 SB6YAI .TRIPLE NAMFmmDTEE 9TAN ADS BEE DETM 12 8RO118 100E BY OBMTO BD1.18%W0. P OVERADE BTAN A0& SEE DETAIL 2 e 4 3 98BHMt AMNFM.W.GSEND STAN ADS BEE DETAL tB i ID12ABBN 12JNLINE DIWN.IDSA03 9TAN ADS SEE DETAR IWD 2 C X%, B 20 LF STLx-t NITHM"AM.5aD AD9 SEEDETM 1A t 2i01]Yd 'INLEE aRANBPEt WAiRATE STAN FD8 SEE OETM 10 Z g S 3srn 19 eTCX9 2fa tF i8050fPaM N12IM1'.BTB.9QUl0 T BTAN I PDB I F8 BIg5W1 I 55 i BY OILERS CONCPEIE BIRUCTURE9 NA BV RB AS SNOYM ZQ S 7 128TICK8 MV I STAR 1 6i3 a/�TES 2 12111IWTE 1S}Li2 FAaCIN6ERTATEE STAN ADE HELD LOGTE ELKS NTHEDE DEEM ENBNEER MIIEFgEL'TEN'FIEVATMNBAID IF NECEBBMYADAI9T BPADIHGTOENwRiETHE NPE COVER 3 IEatMai. O 8TM SMEB Men MeiDSTOBF VERIFED BY 11ESRE DESMiN ENGINEER PRIOR ro FABRIGMM. sZESAND W BEB AD6 REERHAPE F/SAK:AlED 98 R00 mm)FROMTOPDE NPE TOTOPDE RwERDUE108HB+PIMOLStlTATIaIB.AWIIIONALRPEAND I; ii CWPLERScw aE 118EDroERTEND THE R69ER9TO mmNDE. � F 1AYOIR9NOWNDOE9 NOTNCLIxw AD0110NM PFEI WNB-OLDIEFllED FCA PROPER PIPE NBERTKN NTO SFRLLRUREB. €� NOT FORCONBKLLETKw1 p � jriB,Sg o tl WX rm LIB Sir E%GATM Idlers) ] 0 B B 6.) ] FED - - - - - - - - - - - P ESIGN rEhKe EER1 (DEIGN BY ER/ PROVaFDBYOTERS) YOTH @Bp@D® 1F NBERTATFE TO W 2 } HELD LMAIED MID NBTMIID 1 A tY %r NYLOPIASI' W NYLOPLAST li t MEE DEML) (SEECETTAAL) S S Z I FEIOLOIDC,I&1WMroD NBTALLED Uj 66S (IYPYRACEB) p� CL e� ' IT S M P Is J L- - - - - - - - - - - - - - - - - B ] s e ] BI - - - AD9GEOTEXIEEFAJHW 2 OFF 8 NYLOPLAST INLINE DRAIN HE BDEGRATED WCIIE IM FRAMEBmmN1FAIDlp ID GiUI p8NE0➢. 1Y(905 mmj IN FOR 01TS8 (EBODBGO mmj DElNOf10N BYBIELw tt• eve mmj Mw Fpia18@ � MEABU�FRmmA BOR�YBOFFMI BIVERr A1SbRDWO p ro F PlANBTAKE OF T-71+ICIL fEtENTK%U DETENTMNFmWO �1�4A 0 LTI NOTES i. BJJ aW-TBD mm)GMlE85OUDCOVER68NMLBE OUCTBE RmmI GERAB1MPSw 2. 599r (9W.T80 NNFRAMFB BNASLDEDLICILEIRW PEIOAHIM ASB IMPI]E IaWffi s. pwxaAeNmecuRtoLtwwuFAcnNEOAccoRDworovl.w DErABD A MWXFDE CONNECTION BIUBJOMTIDN]NE888HNLCONFOfOAroASiM09Y12 fOR COpR1i(iO,TED IwPE (ADE BFLMM➢R DUAL WALL)BMTR %PVC 9. FORCOAPLEIE DESKONAND PRODUCT eFOMYfa1ON: WWWJOnOPLA6TLt.CpA 8 roOKIERCML: NOi1fiI1O PART# GRATEISOLID COVER OPTIONS RW An+O IDOaD PEDE I.MHT BTAN LIpHT HOLM Ixwrt DUTY DIM DIJTY IT PEOEBTOWILIOHr SrANDARDIJDHT 060.0 IDiB1O IXM W1Y 30Lw LX)HT WIT 1S PEDESTRLAN STMEARDAABMO SOLID RW mM 2Ti�° AABHTO wID Has MWromD fe PEDEBTBAN BTANDARDAA8M0 80NO IDtBAG AAwRO K10 H.20 AAte1I0NH0 1r PEDE9IRLW STANDAROMefto 80LI0 YW� IDiN➢ MNITO H-10 N40 AABNTOILA N' PEOESIRIAN BTANDMDM4NIO 80L (BWmm} �'P➢ me(TON-10 H-M AAMOOK20 8P PEDESTUAN WMDARUMBHPD BM.ID REe..4 IDBOW AAw 011H Na0 AABHTON.90 N 1 O � I BOTTOM OF POND ELEVATION: 919.50 I 24' STAND PIPE 12- HDPE, SEE GRADING AND DRAINAGE PLAN �1 IAictl To ATiif%ki MACIAI-rvou-AI QCr`TVIAI 2498CGD ,uww.naWAPn=aoPNF NMOXAmn.RR,ee mvn H�m�w SECTION AA A:nuLmANPNwrw9r uBtl"tlBuawevB a.Nmc wlmwFwALwwwmroFxA.acu�xmmw P,IIC dfRnexFRwW ID'AlIX11B/➢tRtNM ImW mt£WaAEINIaEryen u[crwmliwmn N 1 O � I BOTTOM OF POND ELEVATION: 919.50 I 24' STAND PIPE 12- HDPE, SEE GRADING AND DRAINAGE PLAN �1 IAictl To ATiif%ki MACIAI-rvou-AI QCr`TVIAI 2498CGD ,uww.naWAPn=aoPNF NMOXAmn.RR,ee mvn H�m�w SECTION AA A:nuLmANPNwrw9r uBtl"tlBuawevB a.Nmc wlmwFwALwwwmroFxA.acu�xmmw P,IIC dfRnexFRwW ID'AlIX11B/➢tRtNM ImW mt£WaAEINIaEryen u[crwmliwmn nAnea mow" �">m me w�-ii�rmmmun�mo�wvl °R FOR REFERENCE ONLY N.T.S. NYLOPLAST 24B DRAIN BASIN: 2824AG X (1, CTILE 2) INTEGRATED DUIRON FRAME It GRATE TO MATCH BASIN 0.0. MINIMUM PIPE BURIAL DEPTH PER PIPE (3) VARIABLE INVERT HEIGHTS MANUFACTURER AVAILABLE(ACCOROINGTO RECOMMENDATION PLANWAKEOFR (MIN. MANUFACTURING RED, SAME AS MIN. SUMP) (4) VARIOUS TYPES OF INLET & OUTLET ADAPTERS AVAILABLE: P.2A' FOR CORRUGATED HOPE (AM h1121WJCOR DUAL WALL. AD3MANCOR SINGLE WALL), N12 HP, PVC SEWER (EX: SDR 35), PVC DWV (EX: SOH 4D), PVC C90N=, CORRUGATED A REBED PVC WATERTIGHT JOINT (CORRUGATED HOPE SHOW 1(C MIN WIDTH GUIDELINE B' MIN THICKNESS GUIDELINE TRAFFIC LOADS. CONCRETE SLAB DIMENSIONS ARE FOR (S)M)APTER GUIDELINE PURPOSES ONLY. ACTUAL CONCRETE SLAB MUST BE ANGLESL DESIGNED TAMING INTO CONSIDERATION LOCAL SOIL CONDITIONS, ACCOREM O CCORDNGT TRAFFIC LOADING,& OTHER APPLICABIE DESIGN FACTORS. PUVYS SEE DRAWING N0. 7001-110.11i FOR NON TRAFFIC INSTALLATION. 1 - aNTEssaocovER SMALL eE DucmE IACN FERASiNASEGRwE )aBoafi '2-FMLSESW. MMCTILERRNPMR NA WAET09H6. TNSPRNTOIECl06E0 SIlNFDT MAiiERNYNl01 S- MAIN SASH TORE CUSTOM LNNUFACJREOACCOROWGTONAN DETAL& NYLOPIAW HAS PROPRETARYREM9. THERECEIPF BSERS ARE NEEDED FOR BASINS OVER N' ME TO SHFMG FES1RCiNN& OR POSBEii£tW OPIHB PRINT DOES NOT CUTER, SEE DMMNG Ma7=4100Bx TRANSFER, OR LICENSE THE USE OF ME DESIGN ON '4-DRAW,'ECONNECTMSTUBMNTTN,'HTNEMSH CONFOWTO TECENCAL NFdtL1ATON NNI/N HF1iEN AMM D3212 FOR CORRUGATED HOPE (AN N-12NPNCOR DGLWM" KI2 HP KEPROMICT1010FNE!`JNT0IMYNGORNAI0N L PVC SEWER WNTANEO NFAFN, OR AW IUFAGTURECf M'Y 6-ADWrERSGw SENOUNTFD/ MYMaET103W'.TOMTE1 MMMLBN A ICLEHMEFI M,FORTHEMSCLO5URETOOTIEF ANLKEBEIWEEN ADAPTER99EE MiAW➢dGNO.IEH-i16U12 SFO DEN,E%CEFTBYSPECIFENNTTEN PEHW SIONFRWNYLORASI. B®,FPnw (3) VARLABILESUMPOEPTH ACCORDING TO BANS (6 MIN. BASED ON MANUFACTURING RED.) THE SAGNFILLMATERW. SHALT. BE CRUSHED STDNEOR OTHER GRANULAR MATERIAL MEETING THE REOUIRBAENTS OF CLASS 1, CLASS I. OR CLASS III MATERIAL AS DEFINED IN ASTM D2321. BEDDING & BAWILL FOR SURFACE DRAINAGE INLETS SHALL BE PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM GRATEOPTIONa LOAD RATING PARTO DRAINING PE H-i 1-5 16 BTANDAIe MEEr8HD 2ONCCS 7001-110317 8aLnC R I EETS HD GaOCDC TW1.116a58 DOME WA NWCF➢ TW1-110.2/9 COOP.. LOwHT DLRY .. W.",8a76 NBT EM MIGNIAL ITAIEINNAAW BUFORD,GwSIO { PAIN pes M(INI)SM--� a RDeY MN PROJECTIKUKArIF. ., ISLE 0 %% NNOKANBABN WWTLBPFC NBTALIAInX DETM SUE A SCALE 1M WEET IWI allo ND TON-itPtt KEY E Z O U) W o' Z m 0 O QZo, Um� a Omw Lu ¢ v W W za>LL= a a QWW W 03 a a 0 W 0 z F~ F OP 3: 0 W J z5 F x ww 0 M z o Y 0J� LL O J 0 0 2 W 03 w LW 51 0<M m c Y 0 ' < W O DO 11�IJJW 0 Q Z W W O z 'r W=z o Z 3:L) ' a�a Lu H C) 0 Y CO W 0 U) 0 W N U) Q V Q m m Q Co Lu m W Y w S2 3 U O m W U Z UJ Q _I C7 Q J Z ZLu H Q tll� 0 CZ IG Vi W L2 i W W 00> CE0 0J aZ� Mop WQ0 IL UaLu OM U)�/y\\ W U Z Q 2 U SHEET NUMBER C3.1 d 77 0 N O N M O N N a N (n 3 Z J 0_ fM z 2 07 Of W 2 H 0 W m z F- (n U W JI U Y WATER SANITARY CITY OF CHANHASSEN CITY OF CHANHASSEN 7700 MARKET BOULEVARD 7700 MARKET BOULEVARD P. O. BOX 147 P. O. BOX 147 CHANHASSEN, MN 55317 CHANHASSEN, MN 55317 TELEPHONE: (952) 227-1144 TELEPHONE: (952) 227-1144 FAX: (952) 227-1942 FAX: (952) 227-1942 CONTACT:ASHLEY MCGOVERN CONTACT:ASHLEY MCGOVERN / V/ / a 0/01 z / A I //V d i • / PROPOSED RIST BROTHERS CO AUTOMOTIVE 15,100 SF (/�O PR. GAS METER, SEE MEP PLANS FOR • I DETAILS, INV: 913.19 A CONNECT TO EXISTING 1 K / RIM:922.74 ® ((( ' • q INV: 912.51 G � ( (BY OTHERS) � / t j ' f RIM: 922.75 1 PR. TRANSFORMER BY OTHERPAD, FOR DE AIILS f I n SEE PLAS INV: 912.50 rt LEGEND r EXISTING PROPOSED W ►/ GATE VALVE Q / - HYDRANT REDUCER ® FT-1 TEE SANITARY SEWER MANHOLE ® SANITARY CLEANOUT �. (_._...___._.._. WATERMAIN z ------------ SANITARY SEWER 0 "'i-------� - -= STORM SEWER IJJ STORM SEWER x - ELC UNDERGROUND ELECTRIC '. COM TELEPHONE GAS GAS MAIN UTILITY PLAN NOTES I . , PR. STORM SEWER, SEE GRADING AND DRAINAGE PLAN FOR DETAILS I I } I I REMOVE EX. 8" SANITARY SEWER STUB, -j 'Lj CONSTRUCT PR 6" SANITARY SEWER SERVICE. CONNECT AND SEAL 7 CONNECTION PER CITY OF CHANHASSEN STANDARDS AND SPECIFICATIONS =- INV: 910.8 N "`7 INV: 910.7 W INV: 910.8 E Know what's below. GRAPHIC SCALE IN FEET 0 10 20 40 Call before you dig. 1. ALL FILL MATERIAL IS TO BE IN PLACE, AND COMPACTED BEFORE INSTALLATION OF PROPOSED UTILITIES. 2. SANITARY SEWER PIPE SHALL BE AS FOLLOWS: 8" PVC SDR35 PER ASTM D-3034, FOR PIPES LESS THAN 16' DEEP 8" PVC SDR26 PER ASTM D-3034, FOR PIPES MORE THAN 16'-26' DEEP 6" PVC SCHEDULE 40 PER ASTM D-3034 DUCTILE IRON PIPE PER AWWA C150 3. WATER LINES SHALL BE AS FOLLOWS: 6" AND LARGER, PVC C-900 PER ASTM D 2241 CLASS 200 UNDER COUNTY ROADS, OTHERWISE CLASS 150 4" AND LARGER DUCTILE IRON PIPE PER AW WA C150 SMALLER THAN 3" PIPING SHALL BE COPPER TUBE TYPE "K" PER ANSI 816.22 OR PVC, 200 P.S.I., PER ASTM D1784 AND D2241. 4. MINIMUM TRENCH WIDTH SHALL BE 2 FEET. 5. ALL WATER JOINTS ARE TO BE MECHANICAL JOINTS WITH RESTRAINTS SUCH AS THRUST BLOCKING, WITH STAINLESS STEEL OR COBALT BLUE BOLTS, OR AS INDICATED IN THE CITY SPECIFICATIONS AND PROJECT DOCUMENTS. 6. ALL UTILITIES SHOULD BE KEPT TEN (10') APART (PARALLEL) OR WHEN CROSSING 18" VERTICAL CLEARANCE (OUTSIDE EDGE OF PIPE TO OUTSIDE EDGE OF PIPE OR STRUCTURE). 7. CONTRACTOR SHALL MAINTAIN A MINIMUM OF T-5" COVER ON ALL WATERLINES. 8. IN THE EVENT OF A VERTICAL CONFLICT BETWEEN WATER LINES, SANITARY LINES, STORM LINES AND GAS LINES, OR ANY OBSTRUCTION (EXISTING AND PROPOSED), THE SANITARY LINE SHALL BE SCH. 40 OR C900 WITH MECHANICAL JOINTS AT LEAST 10 FEET ON EITHER SIDE OF THE CENTER LINE OF THE CROSSING. THE WATER LINE SHALL HAVE MECHANICAL JOINTS WITH APPROPRIATE FASTENERS AS REQUIRED TO PROVIDE A MINIMUM OF 18" VERTICAL SEPARATION. MEETING REQUIREMENTS OF ANSI A21.10 OR ANSI 21.11 (AW WA C-151) (CLASS 50). 9. LINES UNDERGROUND SHALL BE INSTALLED, INSPECTED AND APPROVED BEFORE BACKFILLING 10. TOPS OF MANHOLES SHALL BE RAISED AS NECESSARY TO BE FLUSH WITH PROPOSED PAVEMENT ELEVATIONS, AND TO BE ONE FOOT ABOVE FINISHED GROUND ELEVATIONS, IN GREEN AREAS, WITH WATERTIGHT LIDS. 11. ALL CONCRETE FOR ENCASEMENTS SHALL HAVE A MINIMUM 28 DAY COMPRESSION STRENGTH AT 3000 P.S.I. 12. EXISTING UTILITIES SHALL BE VERIFIED IN FIELD PRIOR TO INSTALLATION OF ANY NEW LINES. 13. REFER TO INTERIOR PLUMBING DRAWINGS FOR TIE-IN OF ALL UTILITIES. 14. CONTRACTOR IS RESPONSIBLE FOR COMPLYING TO THE SPECIFICATIONS OF THE CITY OF CHANHASSEN AND/OR STATE OF MN WITH REGARDS TO MATERIALS AND INSTALLATION OF THE WATER AND SEWER LINES. 15. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES, AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANIES AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. 16. CONTRACTOR IS RESPONSIBLE FOR ALL NECESSARY INSPECTIONS AND/OR CERTIFICATIONS REQUIRED BY CODES AND/OR UTILITY SERVICE COMPANIES. 17. CONTRACTOR SHALL COORDINATE WITH ALL UTILITY COMPANIES FOR INSTALLATION REQUIREMENTS AND SPECIFICATIONS. 18. CONTRACTOR SHALL REFERENCE ARCH / MEP PLANS FOR SITE LIGHTING AND ELECTRICAL PLAN. 19. BACKFLOW DEVICES (DDCV AND PRZ ASSEMBLIES) AND METERS ARE LOCATED IN THE INTERIOR OF THE BUILDING. REF. ARCH / MEP PLANS. 20. ALL ONSITE WATERMAINS AND SANITARY SEWERS SHALL BE PRIVATELY OWNED AND MAINTAINED. 21. ALL WATERMAIN STUBOUTS SHALL BE MECHANICALLY RESTRAINED WITH REACTION BLOCKING. KEYNOTE LEGEND OPOINT OF CONNECTION, REFER TO MEP PLANS FOR CONTINUATION OB TAP EXISTING WITH 'J" CORP OC 3/4' DOMESTIC COPPER WATER SERVICE OD INSTALL CLEANOUT OE CONNECT TO EXISTING SANITARY SERVICE O INSTALL 6" PVC SDR40 SANITARY SEWER SERVICE, LENGTH AND SLOPE PER PLAN O PROPOSED GREASE INTERCEPTOR LOCATION, REFER TO MEP PLANS FOR DETAILS AND SIZING OH PROPOSED SAMPLING WELL, SEE PLANS BY OTHERS OI INSTALL ELECTRIC LINE, PLANS BY OTHERS, SEE MEP PLANS FOR CONTINUATION O INSTALL COMMUNICATIONS LINE, PLANS BY OTHERS, SEE MEP PLANS FOR CONTINUATION OK INSTALL GAS LINE, PLANS BY OTHERS, SEE MEP PLANS FOR CONTINUATION O INSTALL � CURB CORP STOP PER CITY OF CHANHASSEN STANDARDS AND SPECIFICATIONS 61 z > w mwz<0 w m aao< v� w O N w W zam0F N�jaO z '0Fw3 w z 0 <wwww ~ 0. ❑ J F O N wOc�Oz Ur❑Q� m >H' WO W FLof O a Z W w Z =��Fw� o Z ;�W 0 U O m LIJ N U ID N O g m a '0 a 0 Cl8 ¢ m 2 w Z Z Y Y ¢ y w Um O ❑ U Z a, , z -� _0 U LL VJ z z N Ocn v o w W/ 2 LL Q W LO W 00> I.-N c 0 0 N > LU Z W J m W Z Q V (L z r Q W W z 00 2 = � U J v LU SHEET NUMBER C4.0 01 a 0 C:) N 0 N M Q d1 E d a N U) 3 J LU W J_ H U L fn C a_ Q U C CA Z m cM I ►' Of w 0 of m Z Q cn Ncn_ LL U W JI U Y w m 0 N a v c m c 0 2 d E Y 0 a m 0 0 3 a L N U' c N N (a U O N Q c m E 0 2 d E Y C 0 a m v m v Is Is c O Is o` m c 0 O L c m E 0 O 'm N L_ C O U c m a 0 0. E -0 c m O N m -O E Is a m 0. m 3 L O 3 c m U v c m m 0 2- C a U a el m r O T O a m v c m c N U z N O C m J N C_ C m N m C m L N C m m a m N m c a U U m L L d 0 m E 0 O mn MI FOR REFERENCE ONLY 2' BIT. KAR 1 BARRIER RECRJIRED ON ""--2° SIT BASE ITAIA STRUCTURES SEE DETAIL 2109 MIN. 2-2°ADJ. RINGS "•'� MAX 3 AOS R S e. 6" lKa( CONCRETE 2r COLLAR NOTE 2-PIECE COVER RISER RINGS ARE NOT ALUMM SIT. WAR COURSE AO,L DETAIL MANHOLE CASTING & UO AS BE PER NAIL 2111. BIT. BASE OR BINDER COURSE ADJ, DETAIL WMIN USaNG RINGS SHALL BE BEDDED ar Now sxwill ii, r •x- e r `• x x -t . wi i Ong MANHOLE CASTING AND ADJUSTING DETAIL Iwmm '-20 ENGINEERING DEPARTMENT 2110 FOR REFERENCE ONLY HEAVY DUTY COVER W/ LETTERS "C.O." CAST (NEENAH R-1976 LID AND FRAME ON DRIVING THREADED PVC CLEANOUT PLUG SURFACES) v% Sirerat PL, GRADE SURFACE EtBc AWAY FROM CLEAN �1" IN GRASSY AREA _- Vanat e I Fesna t 0 0" IN PAVED AREA a leew fiance past I Var;abfe denoCr'v su€b Ate, I top or putnted blue, -1 4" MIN. 2500 PSI ADJUSTABLE P.C. CONCRETE ttuh box w1th 1 114" HEAD 12" 12" COLLAR standpTpe and staftnay rod SIZE OF RISER PIPE ------- 4 • - - PER LOCAL CODES -- -' �- -`fu.- IIIII III 45' BEND g Watm Swam -F— o 4'oo 00o °o�� iio°Q000°pf_CRUSHED STONE g 10 to PE/HDPE a= Oo ° I" PIP* MID PSi t°c1ti g o Z °oo ° o o �e°° o° oo PER LOCAL o O°o riorparntafm Gnat ,o,° j °oo CODES oo°o o° o °° °O ° DIRECTION OF FLOW Canenaia 6ria?S arppwt _ — !i'iin m1Z@ 3�' 1J¢?Ck im `--ftta Maln, 1. % rai pug end of ct;rb aicga 2, Add 6" V1,11 p,14d pit W4 te, garb ttafs. a 'the service sine betw*r Ina main ahutafi noels, and curb lea:: ahcH as one oantinuoam ces hire fkC * of peas, cau�Tleps wI at bs µermitt'd -0. Caepuratior= nook to ba at tfa quiLk »r rr,yr t)Za as stated i*, Msc wr 2JI of the watceratn uip aiftuttsns. R. Ali tops PKiiin. use of staEnieva efaei va'JuIev an eii mains. B. SaMe, shdi be Sonth Blair .qw-37a or 4:prawd equal as pef saIIiian 114 of the *at o, ain utaed€iaat#cwu. 7. Instal Tracer Wire SYotem as Par Detail PlatT 55,t5. cuff WATER mow SERMCE FE117SED. 12-19 PLATE NO.: WYE PLUG WYE IF SERVICE LATERAL DOES NOT CONTINUE SEE PLAN FOR PIPE SIZE, TYPE, AND ELEVATION NOTE: SEE APPLICABLE DETAIL FOR BACKFILL AND BEDDING INSTRUCTIONS. SANITARY/STORM CLEAN -OUT N.T.S. TYPICAL CLEANOUT N.T.S. rn Z O rn W w O Iz w Z Z W J a a o O ++ m 0 q z < I- w J w N W 2 Z W n III a Y N o N N w W Y 0 DI O W F Q Z O r za>LL� ga,�oLL aQaao m3� ur F0Fw3 o0 Ng �www ~ 0 J >06»w afOmoZ UFpQ�Q Q Z W F m LL 7 ta w K wwoa0z w z z N i f w Iw- z ' ww U Q�Q H 0 Y m LU O W N = as UU u) O R I- N W of CO ¢ v Q m m Q co ° w m w Y w 2 33Q U W 2 U K co 0 [] U I J_ a W `a Z _O J 1— Y� li r~n z v ) Z (/) O Q W 2 LU 0 0 LL O 0 , U.F— �o 0w0 N > W m O °gym Woo aNW Q cn Z 00 = _ U z _ a x J v w SHEET NUMBER a C4.1 W ii r� �tLail Brothers Automotive = _ 111111-1 Arc IIIIIIIIIIII�llllli81111111111111111 Illllllllll111i1111i!!li/�ulilulnduululnll nlinillnnilluullil�inuuilnlluuli(Iinl ulnllli�lllnlllilal!/uuninlnuilluln I In�ulllunnl ulinl/lllilnullnnn11111 i luillilnu�inlnnlli��nllnilullunnluir III _ Elf SUPS _ =_ _ M nuunnn AIL e i - it eLJ 7i rr�T ->i. IIIIIIIII�IIIIIIINY,__. - = at, . 11111ItI111II111111i1111 111111111111111111111111 �-, _ -1�Y IUIlilllllll11111111111/IIIlI11111111111N 1 ��a�. —EL �� Iililllillllilillllll _ L, _ �T_ r Itunnnlnnunumaln/lunmmiunlumumn_ '..� :. Illillilt/Ilillilililllilll11111 i 1{lillllll11111111111Ii1/1111111illlilllllillllll _ __ ..,'.: , .._,- � L __ ' � • _ 111111111/i1i111i111 � _ 1i11111111 Illllillilii • iil r 51 i Z .- t T[ E._"1L-',__ T.•_..3.-. -k�T .i`. -..i+.�3ce �_. _ r - r- ' TTST: - RX.— 19*@ l�illlul - _ f IIIIII{IlI1111H1{IIIIII/IIIUldllllllllEIIIII@I T r�=7 L-zx �_ — i - i, z „:,-3,z IIIIIIIIIIIlI111111i1111 t1111111111N IN Los 2 IIIliliiHilllllll� r r _■■mm ■■■■= =■'■i■I 1. . 7"It, , -r Ls i i= L} r i L, uull�luuuluu_ i 4r • � � _ 111am1/Inonu �r r 111111111 HIM DESCRIPTION The Impact Elite family of wall luminaires is the ideal complement to site design. Incorporating modular LightSquares technology, the Impact Elite luminaire provides outstanding uniformity and energy -conscious illumination. Combined with a rugged construction, the Impact Elite luminaire is the ideal facade and security luminaire for zones surrounding schools, office complexes, apartments and recreational facilities. UL/cUL fisted for wet locations. SPECIFICATION FEATURES Construction Heavy -wall, die-cast aluminum housing and removable hinged door frame for precise tolerance control and repeatability. Hinged door inset for clean mating with housing surface and secured via two captive fasteners. Optional tamper -resistant Torx'" head fasteners offer vandal resistant access to the electrical chamber. Optics Choice of 10 patented, high. efficiency AccULED Optics'" distributions. Optics are precisely designed to shape the light output, maximizing efficiency and application spacing. AccuLED Optics technology creates consistent distributions with the scalability to meet customized application requirements. Offered Standard in 4000K 1+/- 275K) CCT and minimum 70 CRI. Optional 3000K, 5000K and 5700K CCT. Electrical LED drivers mount to die-cast aluminum back housing for optimal heat sinking, operation efficacy, and prolonged life. Standard drivers feature electronic universal voltage (120-277V 50/60Hzi. 347V 6OHz or 480V 60Hz operation, greater than 0.9 power factor, less than 20% harmonic distortion, and are suitable for operation in A0'C to 40-C ambient environments. All fixtures are shipped standard with 1OkV/10kA common - and differential - mode surge protection. LightSquares feature an IP66 enclosure ratio eat e g and maintain greater than 90-A lumen maintenance at 60,000 hours per IESNA TM-21. Emergency egress options for -20"C ambient environments and occupancy sensor available. CyerrM j i �I 'nL I �IS"i457mm)� L9•I229mm)� TrauazniA T T + I17&+,ml r- I I 16-12" (419mm1� I-9' 1229mai HOOK.N-LOCK MOUNTING McGraw -Edison ISWAF850LEDE1SL4BK Mounting Gasketed and zinc plated rigid steel mounting attachment fits directly to 4" i-box or wall with the Impact Elite "Hook-N-Lock" mechanism for quick installation. Secured with two captive corrosion resistant black oxide coated alien head set screws concealed but accessible from bottom of fixture. Finish Cast components finished in a five -stage super TGIC polyester powder coat paint, 2.5 mil nominal thickness for superior protection against fade and wear. Standard colors include black, bronze, grey, white, dark platinum and graphite metallic. RAL and custom color matches available. Consult the McGraw -Edison Architectural Colors brochure for the complete selection. Warranty Five-year warranty. Daimler Sphere i229mm1 �18"1457mm1i L8"(229mm1� elaaae ZY-- 1-�I L-161?1419mmIJ `&1/4"1210meal F isciissnsTnsw IMPACT ELITE LED 1 LightSquare Solid State LED WALL MOUNT LUMINAIRE CERTIFICATION DATA UUcUL Listed W791 LNe90 Compliant IP66 LightSquare Dasignlighte Consortium` Gualifiad- ISo 9001 ENERGY DATA Electronic LED Driver A.9 Power factor c m Total Harmonic Distortion 120-277V160 a 60H,. 347V180KZ. 49UV/80Hz 409C Minimum Temperature 404C Ambient Temperature Rating SHIPPING DATA fl g ' A8 Ris.(8 its kg.) Weight t81bs. 18 kg..) E.T*N r' r ' a TD514030EN Fberrnq 6✓tinaar vextraae wxw.^.eslgn��gnuar9 "T December 19, M1910:19 AM Light Fixture F DESCRIPTION S-inch LED recessed narrow, medium, or wide beam downlight specially 8LBM1 H ! LGSKTI designed for LED technology. Two -stage reflector system produces smooth distribution with excellent light control and low aperture brightness. Offered with 1000-20,000 lumens with color temperatures of2700K, ------ 35WK, SOODK available it 00, 97 VividTune: D�m-to-wane tachnoloev VividT ne: Di nm tec full -similar to halogen at full power, halogen the 3000K LED warms smoothly as dimmed to 1850K creating a rich warn glow within the space. Tunaphtyllitfletedloplegy - adjust the - color temperature from warm white to cool white while independently controlling intensity. SPECIFICATION FEATURES Lower Shielding Reflector Thermal Driver can be serviced from above Self -flanged, spun 060" thick Aluminum heat sink conducts heat or through the aperture. 1000 aluminum lower reflector in away from the LED module for - 7000 lumen utilize one driver. combination with a tensed upper improved performance and longer 8012,000 utilize two drivers, optical chamber provides superior life. 15,000-20,000 lumen utilizes three lumen output with minimal source drivers. brightness. Available in all Portfolio LED Alzak® finishes. LED system contains a plurality Code Compliance of high brightness white LED's Thermally protected and cULus Trim Retention combined with a high reflectance listed for protected wet locations. Lower reflector is retained with upper reflector and transitional cULus certified IP65 below two torsion springs holding the lens producing even distribution ceiling. Optional City of Chicago flange tightly to the finished ceiling with no pixilation. Rated for 50,000 environmental air (CCEA) marking surface. hours at 70% lumen maintenance. for plenum applications. EMI/ RFI Color variation within 3-step emissions per FCC 47CFR Part Plestar Frame/Collar MacAdam ellipses. Flexible 18 Class 6 consumer limits. IC Die cast aluminum 1-1/2' deep disconnect allows for tool -less rated up to 2000 lumens. 3W0 collar accommodates ceiling replacement of LED engine from tureens and above are non -IC materials up to 2". below ceiling. Available in 80, 90 rated - Insulation must be kept 3" or 97 CRL from top and sides of housing. Universal Mounting Bracket D2Wwa -dim-to-warm shifts CCT RoHS Compliant. T24 compliant Accepts 112" EMT, C channel from 3DOOK tOIS50K as fixture dims with IP66 gasket kit. Photometric and bar hangers and adjusts 5" mimicking halogen sources. testing completed in accordance vertically from above and below W2N - Tunable white CCT range with IES LM 79 standards. LED life the ceiling. 2700K to 6500K or 20DOK to SWOK, testing completed in accordance 90 CRI. with LM 80 standards. 8000 lumen Junction Box and above are marked spacing and 14) 112" and (2) 314" trade size pry Driver must follow spacing requirements. outs positioned to allow straight Combination 0-10V/trailing conduit runs. Listed for is) #12 edge driver provides flicker free Warranty AWG (four in, four out) RO'C dimming from 1 W%to 10%. 5-year warranty. conductors and feed thru branch Optional 1%0-1011 Fifth Light, wiring. DMX or LutronCai Ecosystem. mml E_t•N Rwsee a e,er nnaAa,K Light Fixture L , - o00 1dW r a• Iaremml a, nalr4r 13Mn„nl MAX. HEx3HT SEE TABLE L- stir -J r,mml e aemr. Il3pi °a4Wn�r few uaaaanaoo-pmt Rise teaea nemaeml Damlaw. Mao Heigh Mai lbir,w Horn. 7�251329: A Medium h%'W 9-90 urea 6-nos' a nos Shallow 4-263T fi au3T Portfolio LD8B E1118113 8LB 1,000-20,000 Lumen LED 8-Inch Narrow, Medium, or Wide Downlight New Construction Vivid TD52009BEN July 17. 20194,50 PM 6615BB/INC/WA/8K Type G iSTERNTIsra`6 Small Scale Commercial Fixtures 6617 T 6935 LJminaire Schedule Svmbol Qty I Label Arrangement I Total Lamp Lumens LLF Description 2 1G SINGLE 1 800 0.900 Coach Li ht with LED 9 Watt A Lam 10 F SINGLE N.A. 0.900 1 TSW-AF800-LED-El-SL4 ► 1 L SINGLE N.A. 0.900 1 1D8B30D010 ER8B3040830 8LBMOH Calculation Summary Label 1CalcType Units Avg I Max I Min AV/Min Max/Min Site Planar IIlluminance Fc 0.99 1 6.6 10.0 1 N.A. I N.A. cat No. W H ExL` Top to Max.- Max. Max. Outlet INC HID CF 6930 13' 2r 200W tDOWr 42Wt 6915 13' 38' 1612' 2610" 20OW t00Wn 42Wff 6913 13' 3012' 1612" 27 20OW 100Att 32Wt1 / 6912 13• 3214' 16111 202 20OW 10011lit1 42W*t 6918 13' W 1612• 5" 20OW 10OWtt 32W1t i 6927 13" 65'wf367dklin 200W 1001V 32Wt 8935 13" 2512" 2M 10OWtt 42Wtt f / M f 8615 IO' 3g' 10112" 15, 10OW 50Wtt 32WI 15616 10P Ir 101d' 15' 100W Sown 32Wt1 6617 10' Ig1rrl 1012" 71n' l00W 5(ti 32Wn /// 6627 10' 5rw/36"dtan 100W sown 26W 661 10• 19• 100W 50wtt 26Wn 66BU r In." 81 9- 60W - - •A4az•a4.0eeentln4aaBdataeireWranard. / /jJ / / � / "3LgMCIUAertl25 wad n+ax anA tier aockN 66 SaesmlerelnktM3Uya LYNd rR,nuae Saws, nutiad irtle wi Cr wiCli,rairy V Relator J \ v esaesoo saes nut avaaade wit. r,oatea Clemrera RHracbr /J J//i //// // .9 t.3 t^o\ \NN\ //J /// 1.7 .9 1.4 �.8 t.3 2 .5 4 .0 EXISTING SITE / POLE LIGHT JJ //J o 1 'z.6 F F .7 2 \ � .9 .4 ti.1 1.2 *2.6 �2.4 6 14.5 1. t.6 .o t1.2 t).1 t- 66LF ! F ♦ .9 G-1 t.5 .3 t 6 *2.8 1 8 t.4 t).1 t. .9 *2.5 .0 .a t.2 t.l t.0 t .'i I/1 O r II i /%ll (/) // Z.z `2.s o ' z 03.1 �2.4 t.3 t.l t.o .0 STERNBEPVVi 555 Lawrence Ave. Roselle, IL 60172 • 847-588-3400 •Fax 847-588-3440 F LIGHTING www. stemberglighting.com Email: info@sternberglighting.com 5-oft fil / I) I 6918 Light Fixture G 6616 A" 6635 66BU s t.z *3.6 't. *4 .2 �3.2 1.8 s t.1 t.1 t.0 t•0 t. III ill O / F II I � �ill/ 11 11 a 1. t. .5 .7 t.3 t.z t.1 t.0 t.0 t.0 t. III f Zy iC.. illll li i III �O i/! / ! Z.1 *2. 5 12.7 t. 4 t.l t .o .o t.0 t.o b. III / i ill i i F III /1l V ill! i 1i �.o t.5 '4 t.3 t.4 1.9 .7 .z t. t.0 t.o t,0 t.0 t. III F III l llIt ill l l II I 111 Ili 1 l t.1 13.2 t. 'z.4 t.z t.l t.o t.0 t.o t.o t.o t. iII 111 / l II I II ! 1 1/ 1 11 II I I 1N I 1 t. .6 4 t.i 1 .o t.o U.o t.o t. III rJ t t '1111 11 111 . F .4 t. 6 �3.4 'z. t .2 t. t.0 .0 t.0 t.0 t.0 G t.8 .o t. �2.8 o t.3 t.o t.0 t.o t.0 Ili i I lil I I F IIiI iH ( t.7 0 1.3 *3 .4 t. a t.4 t.l t.l t.0 t.0 t.o t.0 t.0 t.o t .o I I i iiI Ili j I t.7 .0 41.4 1.9 1 t 9 .5 t.4 t.4 t.1 t.1 t.0 t.0 16.0 t.0 t.0 t.0 t.0 t.0 t. IiI i III I I �A III EXISTING SITE I11 I II t,3 t.6 .1 1.3 t. t.4 t.2 t .�t. � .0 t.0 t.0 t.0 11 POLE LIGHT�II I I I III '�T I I EXISTING SITE POLE LIGHT II� I i t.1 t.2 t.7 t.9 6 t.2 t.l .1 .0 .0 .0 t.0 t.0 t.0 t, t. III t .2 - t_ 4 _ t _ t-o t-D _ _ t-o 0 t.0 _ t�o�9 _ t__0 _ EXISTING SITE �!�/ I I ���------------------ POLE LIGHT I I I I --- I I I I I I I I I I I I I I I I ( I I I - - - - - - - - - - - - - - - - .-. --_ _ I \III Iiir I it SITE PHOTOMETRIC PLAN 1 SCALE. ix - 20'-0" C: [M C 0 R T LA N D M 0 R G A N ARCHITECT 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635-5696 FAX: (817) 635-5699 O C= O, - O W� a UCD i T>.0 o E o T - wiles C /g V-4 �• G as ci Z N' p O tJ L7in in er �iOld c o r:'-,y M v "3c.s x � �t N z. 79 o c c � C ..1!2 c - Off= Revisions 9/4/20 - Issued for City Site Plan Review Project No. 20-XX Drawn By: Staff Date: 9/4/20 Sheet Title: SITE PHOTOMETRIC PLAN Drawing No. A-4.3 LH9-01-2020 9fn.mwatar 9n.rth & waat Common Name Scientific Name Rate (kg/ha) Rate (Ib/ac) %of Mix I% by wt) Seeds aq It big bluestem Andrapogon erardii 2.24 2.00 5.72% 7.35 fringed brome Bromus Dhatus 2.24 2.00 5.73% 8.10 blue'olnt Calama rostis canadensis 0.07 0.08 0.18% 6.40 slender wheatgrass El mus trachycaulus 1.12 1.00 2.85% 2.53 Virginia wild rye EI mus wriginicus 1.68 1.50 4.28% 2.31 swftchgrass Panicum yegatum 0.43 0.38 1.07% 1.93 fowl bluegrass Poe alusfns 1.19 1.08 1 3.03% 50.70 Indian grass Sorghastrunt miens OA3 0.12 1 0.36% 0.55 prairie cordgrass S artlna pechnsta 0.43 0.38 1 1.07% 0.91 Total Grasses 9.53 8.50 1 24.29% 80.79 awl -fruited sedge Carex slipala 028 0.25 1 0.71% 3.10 dark green bulrush Sci us atrovimns 0.21 0.19 1 O.54% 31.70 wool rass Scffpus cyperinus 0.07 0.06 0.18% 39.00 Total Sedges and Rushes 0.56 0.50 1.43% 73.80 Canada anemone Anemone canadensis 0.08 0.07 0.19% 0,20 marsh milkweed Ascle s imamate 0.12 0Al 0.32% 0.20 leady beggarticks Bidens frondosa 0.12 0.11 0.31% 0.20 flat-tl aster Doeflin ena umbellate 0.07 0.06 0.17% 1.50 s o8ed Joe pye weed Eutrochium maculatum 0.07 0.06 0.18% 2.19 autumn sneezeweed Helenium autumnale 0.15 0.13 0.36% 5.97 obedient lent Ph Mesta is virginiana 0.08 0.07 0.21% 0.30 tall coneflower Rudbeckia laciniata 0.07 0.21% 0.37 New England aster S m tnchum novae -a 5aa 0.07 0.19% 1.56 blue vervain VerSena hesitate 0.05 0.15% 1.85 olden alexanders ➢zia aurea 0.20 0.56% 0.79 Total Ports 1.00 2.85% 15.13 Oats or winter wheat (see note at beginning of list for recommended dates d28.02 25.00 71.43% 11.14 Tool Cover Cro 26.00 71.43% 11.14 Totals: 35.00 100.00% 1 180.85 Purpose: m r nl flooded d ponds, and temporarily pond edges, to po a y dry W p y flooded dkch bottoms. floodedditch Planting Area: Tallgrass Aspen Parklands, Prairie Parkland, and Eastem Broadleaf Forest Provinces. Mn/DOT Districts 2(west), 3B, 4, Metro, 6, 7 & 8. List of State Seed Mixes Common Name Scientific Name Rate (kgfha) Rate Vb/ac) %of Mix (% by wt) Seeds/ sq ft Oats Averts sativa 1 112.08 100.00 1 100.00% 1 44.54 Totals: 1 112.03 100.00 1 100.00% 1 44.54 Purpose: Temporary cover crop for apnng and summer plantings Planting Area: Statewide wsMa Wl.aarfnwrfmn Common Name Scientiftc Name Rate (kglha) Rate (Iblac) %of Mix I% by wt) Seeds( sq ft Winter Wheat Tnhcum sestivum 11209 100.00 10000% 26.08 Totals: 112.09 100.00 100.00% 28.08 Purpose: Temporary cover crop for fall plantings Planting Area: Statewide ROOT BARRIERS THE CONTRACTOR SHALL INSTALL ROOT BARRIERS NEAR ALL NEWLY -PLANTED TREES THAT ARE LOCATED WITHIN FIVE (5) FEET OF PAVING OR CURBS. ROOT BARRIERS SHALL BE "CENTURY" OR "DEEP -ROOT' 24" DEEP PANELS (OR EQUAL). BARRIERS SHALL BE LOCATED IMMEDIATELY ADJACENT TO HARDSCAPE. INSTALL PANELS PER MANUFACTURER'S RECOMMENDATIONS. UNDER NO CIRCUMSTANCES SHALL THE CONTRACTOR USE ROOT BARRIERS OF A TYPE THAT COMPLETELY ENCIRCLE THE ROOTBALL. MULCHES AFTER ALL PLANTING IS COMPLETE, CONTRACTOR SHALL INSTALL 3" THICK LAYER OF 1-1/2" SHREDDED WOOD MULCH, NATURAL (UNDYED), IN ALL PLANTING AREAS (EXCEPT FOR TURF AND SEEDED AREAS). CONTRACTOR SHALL SUBMIT SAMPLES OF ALL MULCHES TO LANDSCAPE ARCHITECT AND OWNER FOR APPROVAL PRIOR TO CONSTRUCTION. ABSOLUTELY NO EXPOSED GROUND SHALL BE LEFT SHOWING ANYWHERE ON THE PROJECT AFTER MULCH HAS BEEN INSTALLED (SUBJECT TO THE CONDITIONS AND REQUIREMENTS OF THE "GENERAL GRADING AND PLANTING NOTES" AND SPECIFICATIONS). 1 EXISTING TREE TO BE PROTECTED IN PLACE TREE PROTECTION FENCE (TEMPORARY) `TPF/ OINDICATES TREE NUMBER GENERAL GRADING AND PLANTING NOTES 1. BY SUBMITTING A PROPOSAL FOR THE LANDSCAPE PLANTING SCOPE OF WORK, THE CONTRACTOR CONFIRMS THAT HE HAS READ, AND WILL COMPLY WITH, THE ASSOCIATED NOTES, SPECIFICATIONS, AND DETAILS WITH THIS PROJECT. 2. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR REMOVING ALL EXISTING VEGETATION (EXCEPT WHERE NOTED TO REMAIN). 3. IN THE CONTEXT OF THESE PLANS, NOTES, AND SPECIFICATIONS, "FINISH GRADE" REFERS TO THE FINAL ELEVATION OF THE SOIL SURFACE (NOT TOP OF MULCH) AS INDICATED ON THE GRADING PLANS. a. BEFORE STARTING WORK, THE LANDSCAPE CONTRACTOR SHALL VERIFY THAT THE ROUGH GRADES OF ALL LANDSCAPE AREAS ARE WITHIN +/-0. V OF FINISH GRADE. SEE SPECIFICATIONS FOR MORE DETAILED INSTRUCTION ON TURF AREA AND PLANTING BED PREPARATION. b. CONSTRUCT AND MAINTAIN FINISH GRADES AS SHOWN ON GRADING PLANS AND CONSTRUCT AND MAINTAIN SLOPES AS RECOMMENDED BY THE GEOTECHNICAL REPORT. ALL LANDSCAPE AREAS SHALL HAVE POSITIVE DRAINAGE AWAY FROM STRUCTURES AT THE MINIMUM SLOPE SPECIFIED IN THE REPORT AND ON THE GRADING PLANS, AND AREAS OF POTENTIAL PONDING SHALL BE REGRADED TO BLEND IN WITH THE SURROUNDING GRADES AND ELIMINATE PONDING POTENTIAL. C. THE LANDSCAPE CONTRACTOR SHALL DETERMINE WHETHER OR NOT THE EXPORT OF ANY SOIL WILL BE NEEDED, TAKING INTO ACCOUNT THE ROUGH GRADE PROVIDED, THE AMOUNT OF SOIL AMENDMENTS TO BE ADDED (BASED ON A SOIL TEST, PER SPECIFICATIONS), AND THE FINISH GRADES TO BE ESTABLISHED. d. ENSURE THAT THE FINISH GRADE IN SHRUB AREAS IMMEDIATELY ADJACENT TO WALKS AND OTHER WALKING SURFACES, AFTER INSTALLING SOIL AMENDMENTS, IS 3" BELOW THE ADJACENT FINISH SURFACE, IN ORDER TO ALLOW FOR PROPER MULCH DEPTH. TAPER THE SOIL SURFACE TO MEET FINISH GRADE, AS SPECIFIED ON THE GRADING PLANS, AT APPROXIMATELY 18" AWAY FROM THE WALKS. e. ENSURE THAT THE FINISH GRADE IN TURF AREAS IMMEDIATELY ADJACENT TO WALKS AND OTHER WALKING SURFACES, AFTER INSTALLING SOIL AMENDMENTS, IS 1" BELOW THE FINISH SURFACE OF THE WALKS. TAPER THE SOIL SURFACE TO MEET FINISH GRADE, AS SPECIFIED ON THE GRADING PLANS, AT APPROXIMATELY 18" AWAY FROM THE WALKS. f. SHOULD ANY CONFLICTS AND/OR DISCREPANCIES ARISE BETWEEN THE GRADING PLANS, GEOTECHNICAL REPORT, THESE NOTES AND PLANS, AND ACTUAL CONDITIONS, THE CONTRACTOR SHALL IMMEDIATELY BRING SUCH ITEMS TO THE ATTENTION OF THE LANDSCAPE ARCHITECT, GENERAL CONTRACTOR, AND OWNER. 4. ALL PLANT LOCATIONS ARE DIAGRAMMATIC. ACTUAL LOCATIONS SHALL BE VERIFIED WITH THE LANDSCAPE ARCHITECT OR DESIGNER PRIOR TO PLANTING. THE LANDSCAPE CONTRACTOR SHALL ENSURE THAT ALL REQUIREMENTS OF THE PERMITTING AUTHORITY ARE MET (I.E., MINIMUM PLANT QUANTITIES, PLANTING METHODS, TREE PROTECTION METHODS, ETC.). a. THE LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR DETERMINING PLANT QUANTITIES; PLANT QUANTITIES SHOWN ON LEGENDS AND CALLOUTS ARE FOR GENERAL INFORMATION ONLY. IN THE EVENT OF A DISCREPANCY BETWEEN THE PLAN AND THE PLANT LEGEND, THE PLANT QUANTITY AS SHOWN ON THE PLAN (FOR INDIVIDUAL SYMBOLS) OR CALLOUT (FOR GROUNDCOVER PATTERNS) SHALL TAKE PRECEDENCE. b. NO SUBSTITUTIONS OF PLANT MATERIALS SHALL BE ALLOWED WITHOUT THE WRITTEN PERMISSION OF THE LANDSCAPE ARCHITECT. IF SOME OF THE PLANTS ARE NOT AVAILABLE, THE LANDSCAPE CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT IN WRITING (VIA PROPER CHANNELS). C. THE CONTRACTOR SHALL, AT A MINIMUM, PROVIDE REPRESENTATIVE PHOTOS OF ALL PLANTS PROPOSED FOR THE PROJECT. THE CONTRACTOR SHALL ALLOW THE LANDSCAPE ARCHITECT AND THE OWNER/OWNER'S REPRESENTATIVE TO INSPECT, AND APPROVE OR REJECT, ALL PLANTS DELIVERED TO THE JOBSITE. REFER TO SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS FOR SUBMITTALS. 5. THE CONTRACTOR SHALL MAINTAIN THE LANDSCAPE IN A HEALTHY CONDITION FOR 90 DAYS AFTER ACCEPTANCE BY THE OWNER. REFER TO SPECIFICATIONS FOR CONDITIONS OF ACCEPTANCE FOR THE START OF THE MAINTENANCE PERIOD, AND FOR FINAL ACCEPTANCE AT THE END OF THE MAINTENANCE PERIOD. 6. SEE SPECIFICATIONS AND DETAILS FOR FURTHER REQUIREMENTS. LANDSCAPE CALCULATIONS CANOPY COVERAGE SITE AREA: 34,691 SF EXISTING CANOPY AREA: 7,623 SF (7 EXISTING TREES X 1,089 SF) 22.0% OF SITE CANOPY AREA REQUIRED: 3,469 SF (10%) CANOPY AREA PROVIDED: 11,979 SF (34.5%) (7,623 SF EXISTING, 4 PROPOSED TREES X 1,089 SF) BUFFER YARD: TYPE A, (27' DEEP AVERAGE, 0.4 MULTIPLIER) LENGTH: 266 LF TREES REQUIRED: 1 (1 TREE PER 100 LF X 0.4) TREES PROVIDED: 4 (EXISTING) SHRUBS REQUIRED: 3 (3 SHRUBS PER 100 LF X 0.4) SHRUBS PROVIDED: 77 EXISTING TREE LEGEND TREE NO. BOTANIC NAME DBH REMARKS 1 Syringa reticulata 7' PROTECT IN PLACE 2 Syringa reticulata 7' PROTECT IN PLACE 3 Gleditsia triacanthos 5" PROTECT IN PLACE 4 Gleditsia triacanthos 6" PROTECT IN PLACE 5 Gleditsia triacanthos 5" PROTECT IN PLACE 6 Gleditsia triacanthos 5" PROTECT IN PLACE 7 Tilia cordata 5" PROTECT IN PLACE lll- III 2 / / 30 GEJB 25 HECA EXISTING TREES AND LANDSCAPE BED - / / rr/r // / /// / PROTECT IN PLACE (TYP.) / / / /rrr/ � / o �; " /' •'Of 1.- a 4 z / r/ % r • .�� � 3_'�'] OT WIDE ^., �. MENT PER PL CHANHASSEN / ./ ,,; �' JQ' , � • '> of % - � // .. / -.. I -_ 3 PHOP \ t /71 1 0 3FOBS / C :..' ..1`/. . .' e 3 PHOP CTGGI l=Mr- kl!_ QC71A1GGAI / / f TURF AND SHRUBS (TYP.) // j// I / / / 15 COSE / r 4 PHOP 3 FOBS 20 PHOP 24 II II /!1 E 2 FOBS I/ e II I II I Ili II I II I II I II I II �I /l A /lI 1 I I I I I L-- -I- I I I I I I I I 6 I II I II I II �I I f/I N0 29'44 "E 3.00 \I� PLANTING LEGEND Ii�,��S:lll ease - - _ _ -N9 °00'00"W 199.20 �- 3 PHOP 22 COSE 1 BENI LI TY SYMBOL BOTANIC NAME COMMON NAME MIN. SIZE SPACING QUANTITY REMARKS TREES 9 PHOP S /Q SFOBS 16 COSE 1 GYDI I I I I I 1' 2 GYDI r: wWT-4 ! W. 2�V 1� BENI Betula nigra River Birch 2.5" cal., 10'-12' h Per plan 3 GYDI Gymnocladus dioicus'Espresso' Espresso Coffee Tree 2.5" cal., 10'-12' h Per plan 3 NOTE: ALL TREES SHALL BE B&B, ROOTBALL SIZE AS APPROPRIATE FOR THE CALIPER SPECIFIED. SEE SPECIFICATIONS FOR PROPER ROOT QUALITY. SHRI IRS COSE Cornus sericea 'Kelseyi' Dwarf Red -twig Dogwood #5 cont. S o.c. 77 FOBS Fothergilla x intermedia'Blue Shadow' Blue Shadow Fothergilla #5 cont. 4' o.c. 14 PHOP Physocarpus opulifolius'SMPOTW Tiny Wine Ninebark #5 cont. T o.c. 42 GEJB Geranium 'Johnson's Blue' HECA Heuchera'Caramel' Johnson's Blue Geranium #1 cont. Caramel Coral Bells #1 cont. 18" o.c. 18" O.C. 30 25 TURF AND SEED Poa pratensis Kentucky Bluegrass Sod - - - - - - Stormwater South & West Mix Hydroseed - - - --- ALL SEED MIXES TAKEN FROM STATE SEED MIX LIST - SEE THIS SHEET FOR MIX COMPONENTS. �7 EVERGREEN D E S I G N G R O U P (800)690-6630 1200 US /Lghway 22 E Suite 2000.22A8 Bridgewater, N3 oluto www.EvergreenDesignGroup.com 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 LANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA. �IGNATURE: A 10 LAWRANCE M. LESSER DATE: 9/112020 LICENSE NUMBER: 56666 Ir M O X z CO U C, S m m W W m a of ¢ z 2 U) Z W W W 0' 10, 20' 40' = O � W � Scale 1" = 20' Z W Co V a Q O CITY OF CHANHASSEN Q a N Q LU RECEIVED SEP 04 2020 U = z CNANFIASSEN PLANNING DEPT U = v SHEET NUMBER LP-1 PLANTING SPECIFICATIONS GENERAL A. QUALIFICATIONS OF LANDSCAPE CONTRACTOR 1. ALL LANDSCAPE WORK SHOWN ON THESE PLANS SHALL BE PERFORMED BY A SINGLE FIRM SPECIALIZING IN LANDSCAPE PLANTING. 2. A LIST OF SUCCESSFULLY COMPLETED PROJECTS OF THIS TYPE, SIZE AND NATURE MAY BE REQUESTED BY THE OWNER FOR FURTHER QUALIFICATION MEASURES. 3. THE LANDSCAPE CONTRACTOR SHALL HOLD A VALID CONTRACTOR'S LICENSE ISSUED BY THE APPROPRIATE LOCAL JURISDICTION. B. SCOPE OF WORK 1. WORK COVERED BY THESE SECTIONS INCLUDES THE FURNISHING AND PAYMENT OF ALL MATERIALS, LABOR, SERVICES, EQUIPMENT, LICENSES, TAXES AND ANY OTHER ITEMS THAT ARE NECESSARY FOR THE EXECUTION, INSTALLATION AND COMPLETION OF ALL WORK, SPECIFIED HEREIN AND / OR SHOWN ON THE LANDSCAPE PLANS, NOTES, AND DETAILS. 2. ALL WORK SHALL BE PERFORMED IN ACCORDANCE NTH ALL APPLICABLE LAWS, CODES AND REGULATIONS REQUIRED BY AUTHORITIES HAVING JURISDICTION OVER SUCH WORK, INCLUDING ALL INSPECTIONS AND PERMITS REQUIRED BY FEDERAL, STATE AND LOCAL AUTHORITIES IN SUPPLY, TRANSPORTATION AND INSTALLATION OF MATERIALS. 3. THE LANDSCAPE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL UNDERGROUND UTILITY LINES (WATER, SEWER. ELECTRICAL, TELEPHONE, GAS. CABLE. TELEVISION, ETC.) PRIOR TO THE START OF ANY WORK. PRODUCTS A. ALL MANUFACTURED PRODUCTS SHALL BE NEW. B. CONTAINER AND BALLED-AND-BURLAPPED PLANTS: 1. FURNISH NURSERY -GROWN PLANTS COMPLYING WITH ANSI Z60.1-2014. PROVIDE WELL -SHAPED, FULLY BRANCHED, HEALTHY, VIGOROUS STOCK FREE OF DISEASE, INSECTS, EGGS, LARVAE, AND DEFECTS SUCH AS KNOTS, SUN SCALD, INJURIES, ABRASIONS, AND DISFIGUREMENT. ALL PLANTS WITHIN A SPECIES SHALL HAVE SIMILAR SIZE, AND SHALL BE OF A FORM TYPICAL FOR THE SPECIES. ALL TREES SHALL BE OBTAINED FROM SOURCES WITHIN 200 MILES OF THE PROJECT SITE, AND WITH SIMILAR CLIMACTIC CONDITIONS. 2. ROOT SYSTEMS SHALL BE HEALTHY, DENSELY BRANCHED ROOT SYSTEMS, NON -POT-BOUND, FREE FROM ENCIRCLING AND/OR GIRDLING ROOTS, AND FREE FROM ANY OTHER ROOT DEFECTS (SUCH AS JSHAPED ROOTS). 3. TREES MAY BE PLANTED FROM CONTAINERS OR BALLED-AND-BURLAPPED (B&B), UNLESS SPECIFIED ON THE PLANTING LEGEND. BARE -ROOT TREES ARE NOT ACCEPTABLE. 4. ANY PLANT DEEMED UNACCEPTABLE BY THE LANDSCAPE ARCHITECT OR OWNER SHALL BE IMMEDIATELY REMOVED FROM THE SITE AND SHALL BE REPLACED WITH AN ACCEPTBLE PLANT OF LIKE TYPE AND SIZE AT THE CONTRACTOR'S OWN EXPENSE. ANY PLANTS APPEARING TO BE UNHEALTHY, EVEN IF DETERMINED TO STILL BE ALIVE, SHALL NOT BE ACCEPTED. THE LANDSCAPE ARCHITECT AND OWNER SHALL BE THE SOLE JUDGES AS TO THE ACCEPTABILITY OF PLANT MATERIAL. 5. ALL TREES SHALL BE STANDARD IN FORM, UNLESS OTHERWISE SPECIFIED. TREES WITH CENTRAL LEADERS WILL NOT BE ACCEPTED IF LEADER IS DAMAGED OR REMOVED. PRUNE ALL DAMAGED TWIGS AFTER PLANTING. 6. CALIPER MEASUREMENTS FOR STANDARD (SINGLE TRUNK) TREES SHALL BE AS FOLLOWS: SIX INCHES ABOVE THE ROOT FLARE FOR TREES UP TO AND INCLUDING FOUR INCHES IN CALIPER, AND TWELVE INCHES ABOVE THE ROOT FLARE FOR TREES EXCEEDING FOUR INCHES IN CALIPER. 7. MULTI -TRUNK TREES SHALL BE MEASURED BY THEIR OVERALL HEIGHT, MEASURED FROM THE TOP OF THE ROOT BALL. WHERE CALIPER MEASUREMENTS ARE USED, THE CALIPER SHALL BE CALCULATED AS ONE-HALF OF THE SUM OF THE CALIPER OF THE THREE LARGEST TRUNKS. 8. ANY TREE OR SHRUB SHOWN TO HAVE EXCESS SOIL PLACED ON TOP OF THE ROOT BALL, SO THAT THE ROOT FLARE HAS BEEN COMPLETELY COVERED, SHALL BE REJECTED. C. SOD: PROVIDE WELL -ROOTED SOD OF THE VARIETY NOTED ON THE PLANS. SOD SHALL BE CUT FROM HEALTHY, MATURE TURF WATH SOIL THICKNESS OF 3/4" TO V. EACH PALLET OF SOD SHALL BE ACCOMPANIED BY A CERTIFICATE FROM SUPPLIER STATING THE COMPOSITION OF THE SOD. D. SEED: PROVIDE BLEND OF SPECIES AND VARIETIES AS NOTED ON THE PLANS, WITH MAXIMUM PERCENTAGES OF PURITY, GERMINATION, AND MINIMUM PERCENTAGE OF WEED SEED AS INDICATED ON PLANS. EACH BAG OF SEED SHALL BE ACCOMPANIED BY A TAG FROM THE SUPPLIER INDICATING THE COMPOSITION OF THE SEED. E. TOPSOIL: SANDY TO CLAY LOAM TOPSOIL, FREE OF STONES LARGER THAN %INCH, FOREIGN MATTER, PLANTS, ROOTS, AND SEEDS. R COMPOST: WELL -COMPOSTED, STABLE, AND WEED -FREE ORGANIC MATTER, pH RANGE OF 5.5 TO 8; MOISTURE CONTENT 35 TO 55 PERCENT BY WEIGHT; 100 PERCENT PASSING THROUGH 3/4-INCH SIEVE; SOLUBLE SALT CONTENT OF 5 TO 10 DECISIEMENS/M; NOT EXCEEDING 0.5 PERCENT INERT CONTAMINANTS AND FREE OF SUBSTANCES TOXIC TO PLANTINGS. NO MANURE OR ANIMAL -BASED PRODUCTS SHALL BE USED. G. FERTILIZER: GRANULAR FERTILIZER CONSISTING OF NITROGEN, PHOSPHORUS, POTASSIUM, AND OTHER NUTRIENTS IN PROPORTIONS, AMOUNTS, AND RELEASE RATES RECOMMENDED IN A SOIL REPORT FROM A QUALIFIED SOIL -TESTING AGENCY (SEE BELOW). H. MULCH: SIZE AND TYPE AS INDICATED ON PLANS, FREE FROM DELETERIOUS MATERIALS AND SUITABLE AS A TOP DRESSING OF TREES AND SHRUBS. I. TREE STAKING AND GUYING 1, STAKES: 6' LONG GREEN METAL T-POSTS. 2. GUY AND TIE WIRE: ASTM A 641, CLASS 1, GALVANIZED -STEEL WIRE, 2-STRAND, TWISTED, 0.106 INCH DIAMETER. 3. STRAP CHAFING GUARD: REINFORCED NYLON OR CANVAS AT LEAST 1-1/2 INCH WADE, WITH GROMMETS TO PROTECT TREE TRUNKS FROM DAMAGE. J. STEEL EDGING: PROFESSIONAL STEEL EDGING, 14 GAUGE THICK X 4 INCHES WIDE, FACTORY PAINTED DARK GREEN. ACCEPTABLE MANUFACTURERS INCLUDE COL -MET OR APPROVED EQUAL. K. PRE -EMERGENT HERBICIDES: ANY GRANULAR, NONSTAINING PRE -EMERGENT HERBICIDE THAT IS LABELED FOR THE SPECIFIC ORNAMENTALS OR TURF ON WHICH IT WILL BE UTILIZED. PRE -EMERGENT HERBICIDES SHALL BE APPLIED PER THE MANUFACTURER'S LABELED RATES. METHODS A. SOIL PREPARATION 1. BEFORE STARTING WORK, THE LANDSCAPE CONTRACTOR SHALL VERIFY THAT THE GRADE OF ALL LANDSCAPE AREAS ARE WITHIN +/-0,1' OF FINISH GRADE. THE CONTRACTOR SHALL NOTIFY THE OWNER IMMEDIATELY SHOULD ANY DISCREPANCIES EXIST. 2. SOIL TESTING: a. AFTER FINISH GRADES HAVE BEEN ESTABLISHED, CONTRACTOR SHALL HAVE SOIL SAMPLES FROM THE PROJECT'S LANDSCAPE AREAS TESTED BY AN ESTABLISHED SOIL TESTING LABORATORY. EACH SAMPLE SUBMITTED TO THE LAB SHALL CONTAIN NO LESS THAN ONE QUART OF SOIL, TAKEN FROM BETWEEN THE SOIL SURFACE AND 6" DEPTH. IF NO SAMPLE LOCATIONS ARE INDICATED ON THE PLANS, THE CONTRACTOR SHALL TAKE A MINIMUM OF THREE SAMPLES FROM VARIOUS REPRESENTATIVE LOCATIONS FOR TESTING. b. THE CONTRACTOR SHALL HAVE THE SOIL TESTING LABORATORY PROVIDE RESULTS FOR THE FOLLOWING: SOIL TEXTURAL CLASS, GENERAL SOIL FERTILITY, pH, ORGANIC MATTER CONTENT, SALT (CEC), LIME, SODIUM ADSORPTION RATIO (SAR) AND BORON CONTENT. C. THE CONTRACTOR SHALL ALSO SUBMIT THE PROJECTS PLANT LIST TO THE LABORATORY ALONG WITH THE SOIL SAMPLES. d. THE SOIL REPORT PRODUCED BY THE LABORATORY SHALL CONTAIN RECOMMENDATIONS FOR THE FOLLOWING (AS APPROPRIATE): SEPARATE SOIL PREPARATION AND BACKFILL MIX RECOMMENDATIONS FOR GENERAL ORNAMENTAL PLANTS, XERIC PLANTS, TURF, AND NATIVE SEED, AS WELL AS PRE -PLANT FERTILIZER APPLICATIONS AND RECOMMENDATIONS FOR ANY OTHER SOIL RELATED ISSUES. THE REPORT SHALL ALSO PROVIDE A FERTILIZER PROGRAM FOR THE ESTABLISHMENT PERIOD AND FOR LONG-TERM MAINTENANCE. 3. THE CONTRACTOR SHALL INSTALL SOIL AMENDMENTS AND FERTILIZERS PER THE SOILS REPORT RECOMMENDATIONS. ANY CHANGE IN COST DUE TO THE SOIL REPORT RECOMMENDATIONS, EITHER INCREASE OR DECREASE, SHALL BE SUBMITTED TO THE OWNER WITH THE REPORT. 4. FOR BIDDING PURPOSES ONLY, THE SOIL PREPARATION SHALL CONSIST OF THE FOLLOWING: a. TURF: INCORPORATE THE FOLLOWING AMENDMENTS INTO THE TOP 8" OF SOIL BY MEANS OF ROTOTILLING AFTER CROSS -RIPPING: L NITROGEN STABILIZED ORGANIC AMENDMENT - 4 CU. YDS. PER 1,000 S.F. ii. PREPLANT TURF FERTILIZER (10-20-10 OR SIMILAR, SLOW RELEASE, ORGANIC) - 15 LBS PER 1,000 S.F. ill. "CLAY BUSTER" OR EQUAL - USE MANUFACTURER'S RECOMMENDED RATE b. TREES, SHRUBS, AND PERENNIALS: INCORPORATE THE FOLLOWING AMENDMENTS INTO THE TOP 8" OF SOIL BY MEANS OF ROTOTILLING AFTER CROSS -RIPPING: 1. NITROGEN STABILIZED ORGANIC AMENDMENT - 4 CU. YDS. PER 1,000 S.F. ii. 12-12-12 FERTILIZER (OR SIMILAR, ORGANIC, SLOW RELEASE) -10 LBS. PER CU. YD. ill. "CLAY BUSTER" OR EQUAL - USE MANUFACTURER'S RECOMMENDED RATE iv. IRON SULPHATE - 2 LBS. PER CU. YD. 5. IN THE CONTEXT OF THESE PLANS, NOTES, AND SPECIFICATIONS, "FINISH GRADE" REFERS TO THE FINAL ELEVATION OF THE SOIL SURFACE (NOT TOP OF MULCH) AS INDICATED ON THE GRADING PLANS. a. BEFORE STARTING WORK, THE LANDSCAPE CONTRACTOR SHALL VERIFY THAT THE ROUGH GRADES OF ALL LANDSCAPE AREAS ARE WITHIN +/-0.1' OF FINISH GRADE. SEE SPECIFICATIONS FOR MORE DETAILED INSTRUCTION ON TURF AREA AND PLANTING BED PREPARATION. It. CONSTRUCT AND MAINTAIN FINISH GRADES AS SHOWN ON GRADING PLANS, AND CONSTRUCT AND MAINTAIN SLOPES AS RECOMMENDED BY THE GEOTECHNICAL REPORT. ALL LANDSCAPE AREAS SH ALL HAVE POSITIVE V DRAINAGE AWAY FROM STRUCTURES AT THE MINIMUM SLOPE SPECIFIED IN THE REPORT AND ON THE GRADING PLANS, AND AREAS OF POTENTIAL PONDING SHALL BE REGRADED TO BLEND IN WITH THE SURROUNDING GRADES AND ELIMINATE PONDING POTENTIAL. C. THE LANDSCAPE CONTRACTOR SHALL DETERMINE WHETHER OR NOT THE EXPORT OF ANY SOIL WILL BE NEEDED, TAKING INTO ACCOUNT THE ROUGH GRADE PROVIDED, THE AMOUNT OF SOIL AMENDMENTS TO BE ADDED (BASED ON A SOIL TEST, PER SPECIFICATIONS), AND THE FINISH GRADES TO BE ESTABLISHED. d. ENSURE THAT THE FINISH GRADE IN SHRUB AREAS IMMEDIATELY ADJACENT TO WALKS AND OTHER WALKING SURFACES, AFTER INSTALLING SOIL AMENDMENTS, IS 3" BELOW THE ADJACENT FINISH SURFACE, IN ORDER TO ALLOW FOR PROPER MULCH DEPTH. TAPER THE SOIL SURFACE TO MEET FINISH GRADE, AS SPECIFIED ON THE GRADING PLANS, AT APPROXIMATELY 18" AWAY FROM THE WALKS. e. ENSURE THAT THE FINISH GRADE IN TURF AREAS IMMEDIATELY ADJACENT TO WALKS AND OTHER WALKING SURFACES, AF TER INSTALLING SOIL AMENDMENTS IS V BELOW THE FINISH T MEET FINISH RADE A SPECIFIED ON SURFACE OF THE WALKS. TAPER THE SOIL SURFACEOG S S THE GRADING PLANS, AT APPROXIMATELY 18" AWAY FROM THE WALKS. f. SHOULD ANY CONFLICTS AND/OR DISCREPANCIES ARISE BETWEEN THE GRADING PLANS, GEOTECHNICAL REPORT, THESE NOTES AND PLANS, AND ACTUAL CONDITIONS, THE CONTRACTOR SHALL IMMEDIATELY BRING SUCH ITEMS TO THE ATTENTION OF THE LANDSCAPE ARCHITECT, GENERAL CONTRACTOR, AND OWNER. 6. ONCE SOIL PREPARATION IS COMPLETE, THE LANDSCAPE CONTRACTOR SHALL ENSURE THAT THERE ARE NO DEBRIS, TRASH, OR STONES LARGER THAN 1" REMAINING IN THE TOP 6" OF SOIL. B. SUBMITTALS 1. THE CONTRACTOR SHALL PROVIDE SUBMITTALS AND SAMPLES, IF REQUIRED, TO THE LANDSCAPE ARCHITECT, AND RECEIVE APPROVAL IN WRITING FOR SUCH SUBMITTALS BEFORE WORK COMMENCES. 2. SUBMITTALS SHALL INCLUDE PHOTOS OF PLANTS WITH A RULER OR MEASURING STICK FOR SCALE, PHOTOS OR SAMPLES OF ANY REQUIRED MULCHES, AND SOIL TEST RESULTS AND PREPARATION RECOMMENDATIONS FROM THE TESTING LAB (INCLUDING COMPOST AND FERTILIZER RATES AND TYPES, AND OTHER AMENDMENTS FOR TREE/SHRUB, TURF, AND SEED AREAS AS MAY BE APPROPRIATE). 3. SUBMITTALS SHALL ALSO INCLUDE MANUFACTURER CUT SHEETS FOR PLANTING ACCESSORIES SUCH AS TREE STAKES AND TIES, EDGING, AND LANDSCAPE FABRICS (IF ANY). 4. WHERE MULTIPLE ITEMS ARE SHOWN ON A PAGE, THE CONTRACTOR SHALL CLEARLY INDICATE THE ITEM BEING CONSIDERED. C. GENERAL PLANTING 1. REMOVE ALL NURSERY TAGS AND STAKES FROM PLANTS. 2. EXCEPT IN AREAS TO BE PLANTED WITH ORNAMENTAL GRASSES, APPLY PRE -EMERGENT HERBICIDES AT THE MANUFACTURER'S RECOMMENDED RATE. 3. TRENCHING NEAR EXISTING TREES: a. CONTRACTOR SHALL NOT DISTURB ROOTS 1-1/2" AND LARGER IN DIAMETER WITHIN THE CRITICAL ROOT ZONE (CRZ) OF EXISTING TREES, AND SHALL EXERCISE ALL POSSIBLE CARE AND PRECAUTIONS TO AVOID INJURY TO TREE ROOTS, TRUNKS, AND BRANCHES. THE CRZ IS DEFINED AS A CIRCULAR AREA EXTENDING OUTWARD FROM THE TREE TRUNK, WITH A RADIUS EQUAL TO V FOR EVERY V OF TRUNK DIAMETER -AT -BREAST -HEIGHT (4.5' ABOVE THE AVERAGE GRADE AT THE TRUNK). b. ALL EXCAVATION WITHIN THE CRZ SHALL BE PERFORMED USING HAND TOOLS. NO MACHINE EXCAVATION OR TRENCHING OF ANY KIND SHALL BE ALLOWED WITHIN THE CRZ. c ALTER ALIGNMENT OF PIPE TO AVOID TREE ROOTS 1-1/2" AND LARGER IN DIAMETER. WHERE TREE ROOTS 1.1/2" AND LARGER IN DIAMETER ARE ENCOUNTERED IN THE FIELD, TUNNEL UNDER SUCH ROOTS. WRAP EXPOSED ROOTS WITH SEVERAL LAYERS OF BURLAP AND KEEP MOIST. CLOSE ALL TRENCHES WITHIN THE CANOPY DRIP LINES WITHIN 24 HOURS. d. ALL SEVERED ROOTS SHALL BE HAND PRUNED WITH SHARP TOOLS AND ALLOWED TO AIR-DRY. DO NOT USE ANY SORT OF SEALERS OR WOUND PAINTS. D. TREE PLANTING 1. TREE PLANTING HOLES SHALL BE EXCAVATED TO MINIMUM WIDTH OF TWO TIMES THE WIDTH OF THE ROOTBALL, AND TO A DEPTH EQUAL TO THE DEPTH OF THE ROOTBALL LESS TWO TO FOUR INCHES. 2. SCARIFY THE SIDES AND BOTTOM OF THE PLANTING HOLE PRIOR TO THE PLACEMENT OF THE TREE. REMOVE ANY GLAZING THAT MAY HAVE BEEN CAUSED DURING THE EXCAVATION OF THE HOLE. 3. FOR CONTAINER AND BOX TREES, TO REMOVE ANY POTENTIALLY GIRDLING ROOTS AND OTHER ROOT DEFECTS, THE CONTRACTOR SHALL SHAVE A 1" LAYER OFF OF THE SIDES AND BOTTOM OF THE ROOTBALL OF ALL TREES JUST BEFORE PLACING INTO THE PLANTING PIT. DO NOT -TEASE" ROOTS OUT FROM THE ROOTBALL. 4. INSTALL THE TREE ON UNDISTURBED SUBGRADE SO THAT THE TOP OF THE ROOTBALL IS TWO TO FOUR INCHES ABOVE THE SURROUNDING GRADE. 5. BACKFILL THE TREE HOLE UTILIZING THE EXISTING TOPSOIL FROM ON -SITE. ROCKS LARGER THAN 1" DIA. AND ALL OTHER DEBRIS SHALL BE REMOVED FROM THE SOIL PRIOR TO THE BACKFILL. SHOULD ADDITIONAL SOIL BE REQUIRED TO ACCOMPLISH THIS TASK, USE STORED TOPSOIL FROM ON -SITE OR IMPORT ADDITIONAL TOPSOIL FROM OFF -SITE AT NO ADDITIONAL COST TO THE OWNER. IMPORTED TOPSOIL SHALL BE OF SIMILAR TEXTURAL CLASS AND COMPOSITION IN THE ON -SITE SOIL. 6. TREES SHALL NOT BE STAKED UNLESS LOCAL CONDITIONS (SUCH AS HEAVY WINDS OR SLOPES) REQUIRE STAKES TO KEEP TREES UPRIGHT. SHOULD STAKING BE REQUIRED, THE TOTAL NUMBER OF TREE STAKES (BEYOND THE MINIMUMS LISTED BELOW) WALL BE LEFT TO THE LANDSCAPE CONTRACTOR'S DISCRETION. SHOULD ANY TREES FALL OR LEAN, THE LANDSCAPE CONTRACTOR SHALL STRAIGHTEN THE TREE, OR REPLACE IT SHOULD IT BECOME DAMAGED. TREE STAKING SHALL ADHERE TO THE FOLLOWING GUIDELINES: a. 1"-2"TREES TWO STAKES PER TREE b. 2-1/2"-4" TREES THREE STAKES PER TREE C. TREES OVER 4" CALIPER GUY AS NEEDED d. MULTI -TRUNK TREES THREE STAKES PER TREE MINIMUM, QUANTITY AND POSITIONS AS NEEDED TO STABILIZE THE TREE 7. UPON COMPLETION OF PLANTING, CONSTRUCT AN EARTH WATERING BASIN AROUND THE TREE. COVER THE INTERIOR OF THE TREE RING NTH MULCH (TYPE AND DEPTH PER PLANS). E. SHRUB. PERENNIAL, AND GROUNDCOVER PLANTING 1. DIG THE PLANTING HOLES TWICE AS WIDE AND 2" LESS DEEP THAN EACH PLANTS ROOTBALL. INSTALL THE PLANT IN THE HOLE. BACKFILL AROUND THE PLANT WITH SOIL AMENDED PER SOIL TEST RECOMMENDATIONS. 2. WHEN PLANTING IS COMPLETE, INSTALL MULCH (TYPE AND DEPTH PER PLANS) OVER ALL PLANTING BEDS, COVERING THE ENTIRE PLANTING AREA. F. SODDING 1. SOD VARIETY TO BE AS SPECIFIED ON THE LANDSCAPE PLAN. 2. LAY SOD WITHIN 24 HOURS FROM THE TIME OF STRIPPING. DO NOT LAY IF THE GROUND IS FROZEN. 3. LAY THE SOD TO FORM A SOLID MASS WITH TIGHTLY FITTED JOINTS. BUTT ENDS AND SIDES OF SOD STRIPS - DO NOT OVERLAP. STAGGER STRIPS TO OFFSET JOINTS IN ADJACENT COURSES. 4. ROLL THE SOD TO ENSURE GOOD CONTACT OF THE SOD'S ROOT SYSTEM WITH THE SOIL UNDERNEATH. 5. WATER THE SOD THOROUGHLY WITH A FINE SPRAY IMMEDIATELY AFTER PLANTING TO OBTAIN AT LEAST SIX INCHES OF PENETRATION INTO THE SOIL BELOW THE SOD. G. HYDROMULCHING 1. TURF HYDROMULCH MIX (PER 1,000 SF) SHALL BE AS FOLLOWS: a. WINTER MIX (OCTOBER 1 - MARCH 31) 50# CELLULOSE FIBER MULCH 20 UNHULLED BERMUDA SEED 2# ANNUAL RYE SEED IN 15.15-115 WATER SOLUBLE FERTILIZER b. SUMMER MIX (APRIL 1 - SEPTEMBER 30) 50f' CELLULOSE FIBER MULCH 2N HULLED BERMUDA SEED 15# 15-15-15 WATER SOLUBLE FERTILIZER 2. SEED HYDROMULCH MIX (PER 1,000 SF) SHALL BE AS FOLLOWS: a. GENERAL 50* CELLULOSE FIBER MULCH 15/ 15-15-15 WATER SOLUBLE FERTILIZER SEED RATE PER LEGEND H. MULCH 1. INSTALL MULCH TOPDRESSING, TYPE AND DEPTH PER MULCH NOTE, IN ALL PLANTING AREAS AND TREE RINGS. 2. DO NOT INSTALL MULCH WITHIN 6" OF TREE ROOT FLARE AND WITHIN 24" OF HABITABLE STRUCTURES, EXCEPT AS MAY BE NOTED ON THESE PLANS. MULCH COVER WITHIN 6" OF CONCRETE WALKS AND CURBS SHALL NOT PROTRUDE ABOVE THE FINISH SURFACE OF THE WALKS AND CURBS. MULCH COVER WITHIN 12" OF WALLS SHALL BE AT LEAST 3" LOWER THAN THE TOP OF WALL. I. CLEAN UP 1. DURING LANDSCAPE PREPARATION AND PLANTING, KEEP ALL PAVEMENT CLEAN AND ALL WORK AREAS IN A NEAT, ORDERLY CONDITION. 2. DISPOSED LEGALLY OF ALL EXCAVATED MATERIALS OFF THE PROJECT SITE. J. INSPECTION AND ACCEPTANCE 1. UPON COMPLETION OF THE WORK, THE LANDSCAPE CONTRACTOR SHALL PROVIDE THE SITE CLEAN, FREE OF DEBRIS AND TRASH AND SUITABLE FOR USE AS INTENDED. THE LANDSCAPE CONTRACTOR SHALL THEN REQUEST AN INSPECTION BY THE OWNER TO DETERMINE FINAL ACCEPTABILITY. 2. WHEN THE INSPECTED PLANTING WORK DOES NOT COMPLY WITH THE CONTRACT O D CUMENTS, THE LANDSCAPE CONTRACTOR SHALL REPLACE AND/OR REPAIR THE REJECTED WORK TO THE OWNER'S SATISFACTION WITHIN 24 HOURS. 3. THE LANDSCAPE MAINTENANCE PERIOD WILL NOT COMMENCE UNTIL THE LANDSCAPE WORK HAS BEEN RE -INSPECTED BY THE OWNER AND FOUND TO BE ACCEPTABLE. AT THAT TIME, A WRITTEN NOTICE OF FINAL ACCEPTANCE WILL BE ISSUED BY THE OWNER, AND THE MAINTENANCE AND GUARANTEE PERIODS WILL COMMENCE. K. LANDSCAPE MAINTENANCE 1. THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF ALL WORK SHOWN ON THESE PLANS FOR 90 DAYS BEYOND FINAL ACCEPTANCE OF ALL LANDSCAPE WORK BY THE OWNER. LANDSCAPE MAINTENANCE SHALL INCLUDE WEEKLY SITE VISITS FOR THE FOLLOWING ACTIONS (AS APPROPRIATE): PROPER PRUNING, RESTAKING OF TREES, RESETTING OF PLANTS THAT HAVE SETTLED, MOVING AND AERATION OF LAWNS, WEEDING, RESEEDING AREAS WHICH HAVE NOT GERMINATED WELL, TREATING FOR INSECTS AND DISEASES,REPLACEMENT OF MULCH, REMOVAL OF LITTER, REPAIRS TO THE IRRIGATION SYSTEM DUE TO FAULTY PARTS AND/OR WORKMANSHIP, AND THE APPROPRIATE WATERING OF ALL PLANTINGS. THE LANDSCAPE CONTRACTOR SHALL MAINTAIN THE IRRIGATION SYSTEM IN PROPER WORKING ORDER, WITH SCHEDULING ADJUSTMENTS BY SEASON TO MAXIMIZE WATER CONSERVATION. 2. SHOULD SEEDED AND/OR SODDED AREAS NOT BE COVERED BY AN AUTOMATIC IRRIGATION SYSTEM, THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR WATERING THESE AREAS AND OBTAINING A FULL, HEALTHY STAND OF PLANTS AT NO ADDITIONAL COST TO THE OWNER. 3. TO ACHIEVE FINAL ACCEPTANCE AT THE END OF THE MAINTENANCE PERIOD, ALL OF THE FOLLOWING CONDITIONS MUST OCCUR: a. THE LANDSCAPE SHALL SHOW ACTIVE, HEALTHY GROWTH (WITH EXCEPTIONS MADE FOR SEASONAL DORMANCY). ALL PLANTS NOT MEETING THIS CONDITION SHALL BE REJECTED AND REPLACED BY HEALTHY PLANT MATERIAL PRIOR TO FINAL ACCEPTANCE. b. ALL HARDSCAPE SHALL BE CLEANED PRIOR TO FINAL ACCEPTANCE. c SODDED AREAS MUST BE ACTIVELY GROWING AND MUST REACH A MINIMUM HEIGHT OF 1 1/2 INCHES BEFORE FIRST MOWING. HYDROMULCHED AREAS SHALL SHOW ACTIVE, HEALTHY GROWTH. BARE AREAS LARGER THAN TWELVE SQUARE INCHES MUST BE RESODDED OR RESEEDED (AS APPROPRIATE) PRIOR TO FINAL ACCEPTANCE ALL SODDED TURF SHA LL BE NEATLY MOWED. L. WARRANTY PERIOD, PLANT GUARANTEE AND REPLACEMENTS 1. THE LANDSCAPE CONTRACTOR SHALL GUARANTEE ALL TREES, SHRUBS, PERENNIALS, SOD, SEEDED/HYDROMULCHED AREAS, AND IRRIGATION SYSTEMS FOR A PERIOD OF TWO YEARS FROM THE DATE OF THE OWNER'S FINAL ACCEPTANCE (90 DAYS FOR ANNUAL PLANTS). THE CONTRACTOR SHALL REPLACE, AT HIS OWN EXPENSE AND TO THE SATISFACTION OF THE OWNER, ANY PLANTS WHICH DIE IN THAT TIME, OR REPAIR ANY PORTIONS OF THE IRRIGATION SYSTEM WHICH OPERATE IMPROPERLY. 2. AFTER THE INITIAL MAINTENANCE PERIOD AND DURING THE GUARANTEE PERIOD, THE LANDSCAPE CONTRACTOR SHALL ONLY BE RESPONSIBLE FOR REPLACEMENT OF PLANTS WHEN PLANT DEATH CANNOT BE ATTRIBUTED DIRECTLY TO OVERWATERING OR OTHER DAMAGE BY HUMAN ACTIONS. M. PROVIDE A MINIMUM OF (2) COPIES OF RECORD DRAWINGS TO THE OWNER UPON COMPLETION OF WORK. A RECORD DRAWING IS A RECORD OF ALL CHANGES THAT OCCURRED IN THE FIELD AND THAT ARE DOCUMENTED THROUGH CHANGE ORDERS, ADDENDA, OR CONTRACTOWCONSULTANT DRAWING MARKUPS. PARKWAY OPEN LANDSCAPE OR ISLAND TO 10 (D TYPICAL WALKWAY OR PAVING O TREETRUNK O LINEAR ROOT BARRIER MATERIAL. SEE PLANTING NOTES FOR TYPE AND MANUFACTURER. INSTALL PER MANUFACTURER'S SPECIFICATIONS. O TREE CANOPY O TYPICAL PLANTING AREA O TYPICAL CURB AND GUTTER NOTES: 1) INSTALL ROOT BARRIERS NEAR ALL NEWLY -PLANTED TREES THAT ARE LOCATED WITHIN FIVE (5) FEET OF PAVING OR CURBS. 2) BARRIERS SHALL BE LOCATED IMMEDIATELY ADJACENT TO HARDSCAPE. UNDER NO CIRCUMSTANCES SHALL THE CONTRACTOR USE ROOT BARRIERS OF A TYPE THAT COMPLETELY ENCIRCLE THE ROOTBALL. ( m � ROOT BARRIER - PLAN VIEW SCALE: NOT TO SCALE TREE PROTECTION SPECIFICATIONS MATERIALS 1. FENCING: 6 FOOT HIGH CHAIN LINK FENCING. 2. POSTS: POSTS SHALL BE A MINIMUM OF 72 INCHES LONG AND STEEL. CONSTRUCTION METHODS 1. ALL TREES AND SHRUBS SHOWN TO REMAIN WITHIN THE PROXIMITY OF THE CONSTRUCTION SITE SHALL BE PROTECTED PRIOR TO BEGINNING ANY DEVELOPMENT ACTIVITY. 2. EMPLOY THE SERVICES OF AN ISA (INTERNATIONAL SOCIETY OF ARBORICULTURE) CERTIFIED ARBORIST AND OBTAIN ALL REQUIRED PERMITS TO PRUNE THE EXISTING TREES FOR CLEANING, RAISING AND THINNING, AS MAY BE REQUIRED. 3. PROTECTIVE FENCING SHALL BE ERECTED OUTSIDE THE CRITICAL ROOT ZONE (CRZ, EQUAL TO T FROM THE TRUNK FOR EVERY 1"OF DBH) AT LOCATIONS SHOWN IN THE PLANS OR AS DIRECTED BY THE LANDSCAPE CONSULTANT AND/OR CITY ARBORIST, AND IN ACCORDANCE WITH THE DETAILS SHOWN ON THE PLANS. FENCING SHALL BE MAINTAINED AND REPAIRED BY THE CONTRACTOR DURING SITE CONSTRUCTION. TREES IN CLOSE PROXIMITY SHALL BE FENCED TOGETHER, RATHER THAN INDIVIDUALLY. 4. PROTECTIVE FENCE LOCATIONS IN CLOSE PROXIMITY TO STREET INTERSECTIONS OR DRIVES SHALL ADHERE TO THE APPLICABLE JURISDICTION'S SIGHT DISTANCE CRITERIA. 5. THE PROTECTIVE FENCING SHALL BE ERECTED BEFORE SITE WORK COMMENCES AND SHALL REMAIN IN PLACE DURING THE ENTIRE CONSTRUCTION PHASE. 6. THE INSTALLATION POSTS SHALL BE PLACED EVERY 6 FEET ON CENTER AND EMBEDDED TO 18 INCHES DEEP. CHAIN LINK SHALL BE ATTACHED TO THE INSTALLATION POSTS BY THE USE OF SUFFICIENT WIRE TIES TO SECURELY FASTEN THE CHAIN LINK TO THE POSTS TO HOLD THE CHAIN LINK IN A STABLE AND UPRIGHT POSITION. 7. WITHIN THE CRZ: a. DO NOT CLEAR, FILL OR GRADE IN THE CRZ OF ANY TREE. b. DO NOT STORE, STOCKPILE OR DUMP ANY JOB MATERIAL, SOIL OR RUBBISH UNDER THE SPREAD OF THE TREE BRANCHES. C. DO NOT PARK OR STORE ANY EQUIPMENT OR SUPPLIES UNDER THE TREE CANOPY. d. DO NOT SET UP ANY CONSTRUCTION OPERATIONS UNDER THE TREE CANOPY (SUCH AS PIPE CUTTING AND THREADING, MORTAR MIXING, PAINTING OR LUMBER CUTTING). e. DO NOT NAIL OR ATTACH TEMPORARY SIGNS METERS, SWITCHES, WIRES, BRACING OR ANY OTHER ITEM TO THE TREES. f. DO NOT PERMIT RUNOFF FROM WASTE MATERIALS INCLUDING SOLVENTS, CONCRETE WASHOUTS, ASPHALT TACK COATS (MC-30 OIL), ETC. TO ENTER THE CRZ. BARRIERS ARE TO BE PROVIDED TO PREVENT SUCH RUNOFF SUBSTANCES FROM ENTERING THE CRZ WHENEVER POSSIBLE, INCLUDING IN AN AREA WHERE RAIN OR SURFACE WATER COULD CARRY SUCH MATERIALS TO THE ROOT SYSTEM OF THE TREE. 8. ROUTE UNDERGROUND UTILITIES TO AVOID THE CRZ. IF DIGGING IS UNAVOIDABLE, BORE UNDER THE ROOTS, OR BAND DIG TO AVOID SEVERING THEM. 9. WHERE EXCAVATION IN THE VICINITY OF TREES MUST OCCUR, SUCH AS FOR IRRIGATION INSTALLATION, PROCEED WITH CAUTION, AND USING HAND TOOLS ONLY. 10. THE CONTRACTOR SHALL NOT CUT ROOTS LARGER THAN ONE INCH IN DIAMETER WHEN EXCAVATION OCCURS NEAR EXISTING TREES. ALL ROOTS LARGER THAN ONE INCH IN DIAMETER ARE TO BE CUT CLEANLY. FOR OAKS ONLY, ALL WOUNDS SHALL BE PAINTED WITH WOUND SEALER WITHIN 30 MINUTES 11. REMOVE ALL TREES, SHRUBS OR BUSHES TO BE CLEARED FROM PROTECTED ROOT ZONE AREAS BY HAND. 12. TREES DAMAGED OR KILLED DUE TO CONTRACTOR'S NEGLIGENCE DURING CONSTRUCTION SHALL BE MITIGATED AT THE CONTRACTOR'S EXPENSE AND TO THE PROJECT OWNER'S AND LOCAL JURISDICTION'S SATISFACTION. 13. ANY TREE REMOVAL SHALL BE APPROVED BY THE OWNER AND LOCAL JURISDICTION PRIOR TO ITS REMOVAL, AND THE CONTRACTOR SHALL HAVE ALL REQUIRED PERMITS FOR SUCH ACTIVITIES. IC COVER EXPOSED ROOTS AT THE END OF EACH DAY WITH SOIL, MULCH OR WET BURLAP. 15. IN CRITICAL ROOT ZONE AREAS THAT CANNOT BE PROTECTED DUNG CONSTRUCTION AND WHERE HEAVY TRAFFIC IS ANTICIPATED, COVER THE SOIL WITH EIGHT INCHES OF ORGANIC MULCH TO MINIMIZE SOIL COMPACTION. THIS EIGHT INCH DEPTH OF MULCH SHALL BE MAINTAINED THROUGHOUT CONSTRUCTION. 16. WATER ALL TREES IMPACTED BY CONSTRUCTION ACTIVITIES, DEEPLY ONCE A WEEK DURING PERIODS OF HOT DRY WEATHER. SPRAY TREE CROWNS WITH WATER PERIODICALLY TO REDUCE DUST ACCUMULATION ON THE LEAVES. 17. WHEN INSTALLING CONCRETE ADJACENT TO THE ROOT ZONE OF A TREE, USE A PLASTIC VAPOR BARRIER BEHIND THE CONCRETE TO PROHIBIT LEACHING OF LIME INTO THE SOIL. 18. CONTRACTOR SHALL REMOVE AND DISPOSE OF ALL TREE PROTECTION FENCING WHEN ALL THREATS TO THE EXISTING TREES FROM CONSTRUCTION -RELATED ACTIVITIES HAVE BEEN REMOVED. STAKING EXAMPLES (PLAN VIEW) PREVAILING PREVAILING WINDS WINDS AnTREE PLANTING SCALE: NOT TO SCALE OTREE CANOPY. O CINCH -TIES (24" BOX/2" CAL. TREES AND SMALLER) OR 12 GAUGE GALVANIZED WIRE WITH NYLON TREE STRAPS AT TREE AND STAKE (36" BOX/2.5" CAL. TREES AND LARGER). SECURE TIES OR STRAPS TO TRUNK JUST ABOVE LOWEST MAJOR BRANCHES. O24" X 3/4" P.V.C. MARKERS OVER WIRES. OGREEN STEEL T-POSTS. EXTEND POSTS 12" MIN. INTO UNDISTURBED SOIL. OPRESSURE -TREATED WOOD DEADMAN, TWO PER TREE (MIN.). BURY OUTSIDE OF PLANTING PIT AND 18" MIN, INTO UNDISTURBED SOIL. O TRUNK FLARE. OMULCH, TYPE AND DEPTH PER PLANS. DO NOT PLACE MULCH WITHIN 6" OF TRUNK. OFINISH GRADE. O9 ROOT BALL. 10 BACKFILL. AMEND AND FERTILIZE ONLY AS RECOMMENDED IN SOIL FERTILITY ANALYSIS. 11 UNDISTURBED NATIVE SOIL. 12 4" HIGH EARTHEN WATERING BASIN. 13 FINISH GRADE. NOTES: 1. SCARIFY SIDES OF PLANTING PIT PRIOR TO SETTING TREE. 2. REMOVE EXCESS SOIL APPLIED ON TOP OF THE ROOTBALL THAT COVERS THE ROOT FLARE. THE PLANTING HOLE DEPTH SHALL BE SUCH THAT THE ROOTBALL RESTS ON UNDISTURBED SOIL, AND THE ROOT FLARE IS 2%4" ABOVE FINISH GRADE. 3. FOR B&B TREES, CUT OFF BOTTOM 113 OF WIRE BASKET BEFORE PLACING TREE IN HOLE, CUT OFF AND REMOVE REMAINDER OF BASKET AFTER TREE IS SET IN HOLE, REMOVE ALL NYLON TIES, TWINE, ROPE, AND OTHER PACKING MATERIAL. REMOVE AS MUCH BURLAP FROM AROUND ROOTBALL AS IS PRACTICAL. 4. REMOVE ALL NURSERY STAKES AFTER PLANTING.iik 5. FOR TREES 36" BOX/2.5" CAL. AND LARGER, USE THREE STAKES OR DEADMEN (AS APPROPRIATE), SPACED EVENLY AROUND TREE. 7� L EVE RG- RE E N 6. STAKING SHALL BE TIGHT ENOUGH TO PREVENT TRUNK FROM D ESIGN GROUP BENDING, BUT LOOSE ENOUGH TO ALLOW SOME TRUNK MOVEMENT IN WIND. (800)680-6630 1200 US lfigirway 22 E Suite 2000-2248 Bridgewater, NJ 08807 w .EvergeenDesigaGroup.com 1 HEREBY CERTIFY THAT OSHRUB, PERENNIAL, OR ORNAMENTAL GRASS. THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT O MULCH, TYPE AND DEPTH PER PLANS. PLACE NO SUPERVISION AND THAT I AM MORE THAN 1" OF MULCH WITHIN 6" OF PLANT A DULY LICENSED CENTER. LANDSCAPE ARCHITECT O FINISH GRADE. UNDER THE LAWS OF THE OROOT BALL. STATE OF MINNESOTA. OBACKFILL. AMEND AND FERTILIZE ONLY AS SIGNATURE' RECOMMENDED IN SOIL FERTILITY ANALYSIS. LAWRANCE M. LESSER O UNDISTURBED NATIVE SOIL. DATE: 9/1/2020 LICENSE NUMBER: 56666 O3" HIGH EARTHEN WATERING BASIN. SHRUB AND PERENNIAL PLANTING SCALE: NTS (D ROLLED -TOP STEEL EDGING PER PLANS. OTAPERED STEEL STAKES. OMULCH, TYPE AND DEPTH PER PLANS. OFINISH GRADE. NOTES: 1) INSTALL EDGING SO THAT STAKES WILL BE ON INSIDE OF PLANTING BED. 2) BOTTOM OF EDGING SHALL BE BURIED A MINIMUM OF 1" BELOW FINISH GRADE. 3) TOP OF MULCH SHALL BE 1" LOWER THAN TOP OF EDGING, STEEL EDGING w z w a N Q w } w z m z m to w ❑ _ U V J aU) ~U W W 0. •^� V V o `Z 1 Z ZQ I..L Z NW 2 LL, >_ a o EL o W Z aQZ� woo 0 2 a LU 0 V D V a a U) _Na W U i U z w U) fn Q s z Q U SCALE: NOT TO SCALE SHEET NUMBER LP-2 p// o EXISTING TREES - PROTECT IN PLACE (TYP.) i I W LH EXISTING TREES AND LANDSCAPE BED - ` PROTECT IN PLACE (TYP.) iih 0' 10, 20' 40' Scale 1" = 20' EVERGREEN D E S I G N G R O UP (800)680-6630 1200 US Highway 22 E Suite 2000-2248 Bridgew , NJ 08807 w .EvergreenDmguGroup.com 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 LANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA. ISIGNATURE: LAWRANCE M. LESSER DATE: 9/1/2020 LICENSE NUMBER: 56666 c m O Z z W W W m W Z W Y a m O U w Nw L.1_ z W W N = F-� W 20WII— � 2 a.Z O V aH � a �' a U) m CO) V = z U a x U SHEET NUMBER TD-1 IRRIGATION LEGEND SYMBOL MANUF. MODEL NO. DESCRIPTION REMARKS/DETAIL CONTROLLERS AND SENSORS © RAINBIRD ESP4ME3 4-STATION CONTROLLER, INTERIOR/EXTERIOR WALL MOUNT, WITH ONE ESPSM3 MODULE DETAIL AA-12 ® RAINBIRD WR2-RFC RAIN(FREEZE SENSOR - MOUNT SENSOR ON EAVE OR PARAPET PER MANUFACTURER DETAIL B/1_I2 POINT OF CONNECTION Q___ __. 1" WATER METER (BY OTHERS) FESCO MODEL 825YA -1" BACKFLOW PREVENTER WITH LF650A YSTRAINER. MOUNT IN UTILITY ROOM. DETAIL CILI2 VALVES ® RAINBIRD XCZ-100-PRB-COM DRIP CONTROL ZONE KIT (FLOWS UP TO 20 GPM) - DETAIL D/1_I2 RAINBIRD PEB SERIES REMOTE CONTROL VALVE, SIZE PER PLAN DETAIL E1L12 ORAINBIRD 33DLRC QUICK COUPLER, 3/4" DETAIL F/LI2 N NIBCO T-FP-600A BALL VALVE, BRASS, FULL -PORT, LINE SIZE DETAIL G/LI3 MAIN LINE/ LATERALS & SLEEVES ANY APPROVED PRESSURIZED PVC MAIN LINE, SCH. 40, 1-1/4" DETAIL H/LI3 ANY APPROVED NON -PRESSURIZED LATERAL LINE, CL. 200 PVC, SIZE AS NOTED ON PLAN DETAIL WLI3 PLC ANY APPROVED IRRIGATION SLEEVE, SCH. 40 PVC, MIN. TWICE SIZE OF PIPE TO BE INSERTED, ONE SLEEVE PER PIPE DETAIL WL13 — ANY APPROVED CONTROL WIRING SLEEVE, SCH. 40 PVC, 2" DETAIL W1_13 DRIP IRRIGATION — - RAINBIRD XFS-06-18 LANDSCAPE DRIP LINE - SPACE LINES AT 18" O.C. (LB GPH 20 DETAILS I, J/1_I3 O ANY APPROVED - - - FLUSH VALVE - BALL VALVE IN VALVE BOX WITH T LENGTH OF TUBING DETAIL K/LI3 NOTE: FOR EACH NEW TREE WITHIN AREAS COVERED BY LANDSCAPE DRIP LINE, ADD THREE PC-07 (OR EQUAL) EMITTERS WITH DIFFUSER CAPS, PER DETAILS ROTORS & SPRAY HEADS NOZZLE RADIUS G.P.M. P.S.I. 0 RAINBIRD 1806 POP UP SPRAY 8Q 8' 0.26 30 DETAIL L/L13 f' RAINBIRD 1806 POP UP SPRAY 8H 8' 0.52 30 DETAIL LA-13 RAINBIRD 18DB POP UP SPRAY HE-VAN-08 (Q) 8' 0.29 30 DETAIL ULI3 RAINBIRD 1806 POP UP SPRAY HE-VAN-08 (H) 8' 0.59 30 DETAIL L/LI3 RAINBIRD 1808 POP UP SPRAY 10Q 10, 0.39 30 DETAIL L/L13 8 RAINBIRD 1808 POP UP SPRAY 10H 10, 0.79 30 DETAIL LIL13 ® RAINBIRD 1806 POP UP SPRAY 10F 10' 1.58 30 DETAIL UL13 RAINBIRD 1806 POP UP SPRAY HE-VAN-10 (Q) 19 0.45 30 DETAIL ULI3 RAINBIRD 1806 POP UP SPRAY HE-VAN-10 (H) 10, 0.89 30 DETAIL ULI3 RAINBIRD 1806 POP UP SPRAY 120 12' 0.65 30 DETAIL ULI3 RAINBIRD 1806 POP UP SPRAY 12H 12' 1.30 30 DETAIL L/L13 RAINBIRD 1806 POP UP SPRAY HE-VAN-12 (Q) 12' 0.59 30 DETAIL ULI3 RAINBIRD 180E POP UP SPRAY HE-VAN-12 (H) 12' 1.18 30 DETAIL ULI3 RAINBIRD 1808 POP UP SPRAY 15Q IT 0.93 30 DETAIL ULI3 RAINBIRD 1808 POP UP SPRAY HE-VAW15 (Q) 16 0.93 30 DETAIL IJIM RAINBIRD 1806 POP UP SPRAY 15SST 4' X 30' 1.21 30 DETAIL LAM NOTE: CONTRACTOR SHALL USE PC SCREENS ON FIXED SPRAY HEADS AS NEEDED TO ACHIEVE APPROPRIATE RADII. SLEEVING / WIRING NOTES: IN ADDITION TO PROVIDING SLEEVES FOR ALL PIPING UNDER ROADWAYS AND WALKWAYS, THE IRRIGATION CONTRACTOR SHALL PROVIDE AND INSTALL SCH. 40 PVC SLEEVES FOR ALL CONTROLLER WIRES OCCURRING UNDER ALL ROADWAYS AND WALKWAYS. SLEEVES FOR CONTROLLER WIRES SHALL BE 2" DIA. AND CONTAIN NO MORE THAN 25 WIRES. IRRIGATION DISCLAIMER THIS DESIGN IS DIAGRAMMATIC. ALL PIPING, VALVES, AND OTHER EQUIPMENT SHOWN WITHIN PAVED AREAS OR OUT OF PROPERTY BOUNDARIES ARE FOR DESIGN CLARIFICATION ONLY, AND SHALL BE INSTALLED IN PLANTING AREAS WITHIN THE PROPERTY LINES OR LIMITS INDICATED ON PLAN. THE IRRIGATION CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL ABOVE -GRADE IRRIGATION EQUIPMENT WITH THE OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO INSTALLATION, OR IRRIGATION CONTRACTOR MAY BE REQUIRED TO MOVE SUCH ITEMS AT HIS OWN COST. IRRIGATION CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL FINAL QUANTITIES PER DRAWINGS AND SPECIFICATIONS. ANY QUANTITIES PROVIDED ARE PROVIDED AS A CONVENIENCE TO THE CONTRACTOR ONLY AND SHALL NOT BE CONSIDERED ABSOLUTE. AUTOMATIC DRAIN VALVES AND AIR RELIEF VALVES INSTALL AUTOMATIC DRAIN VALVES AT THE LOW POINTS OF EACH LATERAL LINE (MIN. 2 PER VALVE) AS PER DETAIL L, SHEET L14. INSTALL AIR RELIEF VALVES ON DRIP SYSTEMS AT THE LOCATIONS SHOWN ON THE PLANS, AS AS PER DETAILS. VALVE KEY CONTROLLER STATION NUMBER GALLONS PER MINUTE VALVE SIZE ILU W CONTROLLER NOTE III cop / 0 / N, , OT WIDE C NT PER I CH NHASSEN 1 1 "117.4 STUB -OUT FOR TEMPORARY \ IRRIGATION ITYP., SEE NOTE) ff / / O, u POINT -OF -CONNECTION SEE NOTE 1" Fj CONTROLLER - SEE NOTE „y r' V 3/4" 1A 0.9 i N9 7777 ' 799.20 I LOCATE CONTROLLER AT LOCATION SHOWN ON PLAN. VERIFY LOCATION IN FIELD WITH OWNER'S REPRESENTATIVE. 120 VAC POWER TO CONTROLLER LOCATION IS NOT WITHIN THE IRRIGATION CONTRACTOR'S SCOPE OF WORK, AND SHALL BE PROVIDED BY OTHERS. HOOK-UP OF CONTROLLER TO 120 VAC SHALL BE PERFORMED BY THE IRRIGATION CONTRACTOR. IRRIGATION CONTRACTOR SHALL COORDINATE LOCATION OF WIRE SLEEVE PENETRATIONS THROUGH BUILDING WITH OWNER AND GENERAL CONTRACTOR. STATION RUN ORDER SHALL MATCH PLANS. POINT -OF -CONNECTION NOTE CONNECT MAINLINE DOWNSTREAM OF 1" WATER METER (BY OTHERS). VERIFY LOCATION IN FIELD. STUB -OUTS FOR FUTURE IRRIGATION STUB -OUTS FOR TEMPORARY IRRIGATION SHALL CONSIST OF THE FOLLOWING: 1) BALL VALVE IN 6" ROUND VALVE BOX 2) TWO CONTROL WIRES AND TWO COMMON WIRES RUN FROM CONTROLLER, TERMINATING IN A 36" LENGTH OF EACH WIRE COILED IN A SEPARATE 6" ROUND VALVE BOX ADJACENT TO BALL VALVE BOX CONTRACTOR SHALL PROVIDE TEMPORARY IRRIGATION FOR TREES AND SEEDED AREAS, WHICH SHALL REMAIN ACTIVE AND IN PLACE THROUGH AT LEAST ONE FULL GROWING SEASON. UTILITY V 1 — — — — — — — EVERGREEN DESIGN GROUP (800)680.6630 1200 US Highway 22 E Suite 2000-M48 Bridgewmer, N108807 w .EvergmenDesignGmupxom 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 LANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA. DATE: 9/1 /2020 LICENSE NUMBER: 56666 LLI z LU W ~Co Co W w m Z m o W y IL Z LU W = W H o' 10, zo' ao' = U. Scale 1 " = 20' = a m LU z U a LU Q m to CO) U = z U a 2 U SHEET NUMBER U-1 IRRIGATION SPECIFICATIONS GENERAL J. BACKFILL 1. ALL BACKFILL MATERIAL SHALL BE SUBJECT TO APPROVAL BY THE OWNER. BACKFILL A. QUALIFICATIONS OF IRRIGATION CONTRACTOR MATERIAL SHALL BE FREE FROM RUBBISH, ROCK LARGER THAN 1", LARGE STONES, BRUSH, 1. ALL WORK SHOWN ON THESE PLANS SHALL BE PERFORMED BY A SINGLE IRRIGATION SOD, FROZEN MATERIAL OR OTHER UNSUITABLE SUBSTANCES THAT MAY DAMAGE PIPE CONTRACTING FIRM SPECIALIZING IN IRRIGATION SYSTEMS. SEE THE IRRIGATION PLAN FOR DURING THE BACKFILLING OPERATIONS. SEPARATE OUT ROCKS LARGER THAN 1 INCH IN SPECIFIC EQUIPMENT AND SYSTEM LAYOUT. ANY DIRECTION FROM EXCAVATED MATERIAL, AND REMOVE FROM AREAS TO RECEIVE 2. THE IRRIGATION CONTRACTOR MUST HAVE ON ITS STAFF A LICENSED IRRIGATION LANDSCAPING. COVER FOR BOTH TOP AND SIDES OF PIPE SHALL BE A MINIMUM OF 2 INCHES INSTALLER, AS REGULATED BY THE APPROPRIATE LOCAL JURISDICTION. A LICENSED OF ROCK -FREE SOIL. SAND, OR OTHER APPROVED MATERIAL. IRRIGATION INSTALLER SHALL BE PRESENT AT THE PROJECT SITE AT ALL TIMES AS WORK IS 2. IN THE EVENT THAT THE MATERIAL FROM THE EXCAVATION OR TRENCHING IS FOUND TO BE IN PROGRESS. THE OWNER MAY DEMAND THAT WORK STOP UNTIL THE CONTRACTOR UNSUITABLE FOR USE IN BACKFILL, IT SHALL BE REMOVED FROM THE SITE AND PROPERLY PROVIDES FOR A LICENSED IRRIGATION INSTALLER TO BE PRESENT AT THE PROJECT SITE AND LEGALLY DISPOSED OF BY THE CONTRACTOR AT THE CONTRACTOR'S EXPENSE. THE AND SUPERVISING ALL IRRIGATION WORK. CONTRACTOR SHALL THEN PURCHASE AND AND FURNISH SUITABLE BACKFILL MATERIAL 3, A LIST OF SUCCESSFULLY COMPLETED PROJECTS OF THIS TYPE, SIZE AND NATURE MAY BE CONSISTING OF EARTH, LOAM, SANDY CLAY, SAND OR OTHER APPROVED MATERIALS FREE REQUESTED BY THE OWNER FOR FURTHER QUALIFICATION MEASURES. OF DEBRIS. B. SCOPE OF WORK K. BACKFLOW PREVENTER INSTALLATION: CONTRACTOR SHALL MAKE CONNECTIONS TO EXISTING 1. WORK COVERED BY THESE SECTIONS INCLUDES THE FURNISHING AND PAYMENT OF ALL WATER SOURCES AT LOCATION SHOWN ON PLANS AND AS APPROVED BY THE OWNER, AND SHALL MATERIALS, LABOR, SERVICES, EQUIPMENT, LICENSES, TAXES, FEES, AND ANY OTHER ITEMS MAKE ANY MINOR CHANGES IN LOCATION AS MAY BE NECESSARY DUE TO ACTUAL SITE THAT ARE NECESSARY FOR THE EXECUTION, INSTALLATION AND COMPLETION OF ALL WORK, CONDITIONS. BACKFLOW PREVENTER HEIGHT SHALL BE AS PER LOCAL CODES AND IRRIGATION SPECIFIED HEREIN AND/OR SHOWN ON THE IRRIGATION PLANS, NOTES, AND DETAILS. DETAILS. INSTALL A BRASS BALL VALVE IMMEDIATELY UPSTREAM OF THE BACKFLOW DEVICE TO 2. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL APPLICABLE LAWS, CODES AND SERVE AS AN ISOLATION VALVE. TO EVERY EXTENT POSSIBLE, INSTALL BACKFLOW PREVENTER REGULATIONS REQUIRED BY AUTHORITIES HAVING JURISDICTION OVER SUCH WORK, ION A LOCATION SCREENED FROM PUBLIC VIEW (SUCH AS BEHIND A SHRUB ROW). INCLUDING ALL INSPECTIONS AND PERMITS REQUIRED BY FEDERAL, STATE AND LOCAL L. PIPING: AUTHORITIES IN SUPPLY, TRANSPORTATION AND INSTALLATION OF MATERIALS. IN CASE OF 1. PIPE SIZE SHALL CONFORM TO THOSE SHOWN ON THE DRAWINGS. NO SUBSTITUTIONS OF CONFLICT BETWEEN THESE PLANS AND LOCAL AND/OR STATE CODES, CODES SHALL SMALLER PIPE SIZES SHALL BE PERMITTED, BUT SUBSTITUTIONS FOR LARGER SIZES MAY BE PREVAIL. APPROVED. 3. THE INTENT OF THE IRRIGATION SYSTEM IS TO PROVIDE 100% COVERAGE OF ALL LANDSCAPE 2. MAINLINE PIPE AND WARES SHALL BE INSTALLED WITH A MINIMUM COVER OF 24 INCHES. AREAS. THE IRRIGATION PLAN IS GENERALLY DIAGRAMMATIC; COORDINATE IRRIGATION LATERAL PIPE SHALL BE INSTALLED WITH A MINIMUM COVER OF 18 INCHES. INSTALLATION WITH UTILITY INSTALLATIONS. ACTUAL LOCATION OF CONTROLLER, 3. ASSEMBLE ALL THREADED FITTINGS WITH TEFLON TAPE, WHICH SHALL BE APPLIED TO MALE BACKFLOW DEVICE, PIPING, VALVES, SPRAY HEADS, DRIP IRRIGATION, AND RELATED THREADS ONLY. EQUIPMENT MAY NEED TO BE ADJUSTED BASED ON ACTUAL SITE CONDITIONS. 4. ALL SOLVENT -WELD CONNECTIONS SHALL BE MADE WITH APPROVED SOLVENT -WELD PRIMER 4. FOR CLARITY PURPOSES, SOME IRRIGATION LINES AND EQUIPMENT ARE SHOWN IN AND GLUE. HARDSCAPE AREAS WITHOUT ACCESS SLEEVES; THESE LINES SHALL BE INSTALLED IN A 5. PIPE SHALL BE INSTALLED WITH A MINIMUM OF 4" HORIZONTAL CLEARANCE FROM ANY COMMON TRENCH OR AT THE BACK OF CURB IN LANDSCAPE AREAS. MINOR FIELD OTHER PIPE AND 2" VERTICAL CLEARANCE FROM ANY PIPES THAT CROSS OVER OR UNDER. ADJUSTMENTS SHALL BE MADE AT NO ADDITIONAL COST TO THE OWNER. M. VALVES 1. VALVES SHALL BE INSTALLED PER MANUFACTURER'S DIRECTIONS AND THE IRRIGATION DETAILS. PRODUCTS 2. VALVE BOXES SHALL BE INSTALLED FLUSH WITH THE GRADE, WITH CLEAN PEA GRAVEL LOCATED BELOW THE VALVE AS NOTED ON THE DETAILS. LOCATE BOXES WITHIN 12 TO 24" A. ALL MATERIALS SHALL BE NEW AND WITHOUT FLAWS OR DEFECTS OF ANY TYPE AND SHALL BE OF SIDEWALKS OR LANDSCAPE EDGES, WITH TOPS OF BOXES V ABOVE FINISH GRADE IN THE BEST OF THEIR CLASS AND KIND. ALL MATERIALS SHALL HAVE A MINIMUM GUARANTEE OF TURF, AND 3" ABOVE FINISH GRADE IN SHRUB AREAS (TO AVOID BEING COVERED BY MULCH). ONE YEAR AGAINST MATERIAL DEFECTS OR DEFECTIVE WORKMANSHIP. ALL MATERIALS SHALL BE 3. EACH VALVE BOX COVER SHALL BE HEAT -BRANDED WITH THE CONTROLLER STATION OF THE BRANDS AND TYPES NOTED ON THE DRAWINGS OR AS SPECIFIED HEREIN, OR APPROVED NUMBER. EQUAL. THE CONTRACTOR MUST FIRST OBTAIN APPROVAL FROM THE IRRIGATION DESIGNER FOR 4. DO NOT INSTALL MORE THAN TWO VALVES IN A JUMBO BOX. AN'APPROVED EQUAL' BEFORE INSTALLING SUCH MATERIALS IN THE FIELD, OR THE CONTRACTOR N. DRIP IRRIGATION EQUIPMENT SHALL BE INSTALLED PER MANUFACTURER'S DIRECTIONS AND THE MAY BE REQUIRED TO REPLACE SUCH MATERIALS AT HIS OWN COST. IRRIGATION DETAILS. B. BACKFLOW PREVENTION DEVICES SHALL BE OF THE SIZE AND TYPE INDICATED ON THE DRAWINGS. 1. SUBSURFACE DRIP LINES SHALL BE BURIED NO MORE THAN 2" BELOW FINISH GRADE. INSTALL BACKFLOW PREVENTION UNITS IN ACCORDANCE WITH IRRIGATION CONSTRUCTION 2. DRIP LINES MOUNTED ON GRADE SHALL BE SECURED IN PLACE WITH WIRE STAPLES AT A DETAILS AND ALL APPLICABLE STATE AND LOCAL CODES AND ORDINANCES. MAXIMUM OF 48" ON CENTER. C. PIPING O. SPRAY, ROTOR, AND BUBBLER HEADS: 1. PRESSURE SUPPLY LINES, DOWNSTREAM OF THE POINT -OF -CONNECTION: 1. ALL SPRAY AND ROTOR HEAD LOCATIONS SHALL BE STAKED, FLAGGED AND/OR OTHERWISE a. SCHEDULE 40 PVC FOR ALL PIPE 1-1/2" OR LESS CLEARLY MARKED ON THE GROUND PRIOR TO INSTALLATION. SPRINKLER HEAD STAKING b. CLASS 315 PVC FOR ALL PIPE 2" TO 2-1/2" SHALL BE INSPECTED AND APPROVED BY THE OWNER'S REPRESENTATIVE BEFORE C. CLASS 200 PVC, GASKETED, FOR ALL PIPE 3" AND LARGER INSTALLATION. 2. SLEEVING AND NON -PRESSURE LATERAL LINES (DOWNSTREAM FROM VALVES): CLASS 200 2, ALL SPRAY HEADS SHALL BE CONNECTED WITH A 12 INCH MINIMUM LENGTH OF z INCH FLEX PVC PVC. THE FLEX PVC SHALL BE SOLVENT WELDED TO SCHEDULE 40 PVC FITTINGS WITH 3. FITTINGS: SCH. 40 PVC, EXCEPT AS NOTED OTHERWISE. WELD -ON #795 SOLVENT AND #P-70 PRIMER. ALL ROTORS SHALL BE CONNECTED TO D. VALVES AND DRIP VALVE ASSEMBLIES: TYPE AND SIZE AS NOTED ON PLANS. EACH VALVE SHALL LATERAL LINES WITH PRE -MANUFACTURED SWING JOINTS. BEAR A PRE -MANUFACTURED, NUMBERED WATERPROOF TAG BEARING A NUMBER 3. ALL ROTOR, SPRAY AND BUBBLER HEADS SHALL BE SET PERPENDICULAR AND FLUSH TO CORRESPONDING TO ITS VALVE SEQUENCE OF OPERATION ON THE CONTROLLER. THE FINISH GRADE AND WITH A CLEARANCE OF FOUR INCHES (MINIMUM) FROM THE EDGE OF ANY OPERATION SEQUENCE SHALL MATCH THAT AS SHOWN ON THE PLANS. BUILDINGS, WALLS, BOULDERS, AND HARDSCAPE, UNLESS OTHERWISE SPECIFIED. E. QUICK COUPLERS, BALL VALVES, AND GATE VALVES: TYPE AND SIZE PER PLANS. 4. ALL ROTOR, SPRRAY AND BUBBLER HEADS AND VALVES SHALL BE FLUSHED AND ADJUSTED F. VALVE BOXES: TYPE AND SIZE AS NOTED ON DETAILS. ALL VALVES BOXES SHALL BE LOCKING FOR OPTIMUM COVERAGE WITH MINIMUM OVERSPRAY ON WALKS, STREETS, WALLS, ETC. BOLT -DOWN TYPE, FURNISHED WITH LIDS AND BOLTS. BOXES SHALL BE OF A SIZE TO CONTAIN P. AUTOMATIC CONTROLLER: THE ENTIRE VALVE AND/OR VALVE ASSEMBLY. THE VALVE BOX LID SHALL HAVE THE VALVE 1. INSTALL THE CONTROLLER AT THE LOCATION INDICATED BY THE OWNER. INSTALL STATION NUMBER HEAT -BRANDED INTO THE LID WITH 2" HIGH LETTERS. CONTROLLER WITH A BACKUP BATTERY AS RECOMMENDED BY THE MANUFACTURER. G. FIXED SPRAY HEADS AND ROTORS: PLASTIC BODY POP-UP, WITH A REMOVABLE PLASTIC SPRAY 2. THE IRRIGATION CONTRACTOR SHALL COORDINATE 120 VA.C. ELECTRICAL POWER TO NOZZLE. EXACT TYPE, MODEL, AND NOZZLE SHALL BE AS INDICATED ON PLANS. CONTROLLER AND DEDICATE ONE (1) 2D-AMP BREAKER FOR EACH CONTROLLER. IT SHALL BE H. INTEGRAL EMITTER DRIP TUBING: TUBING MODEL AND FLOW RATE AS NOTED ON PLANS. WITH THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR TO MAKE THE FINAL HOOK-UP FROM INTEGRAL EMITTERS WELDED TO THE INSIDE WALL OF THE TUBING AS AN INTEGRAL PART OF THE THE ELECTRICAL SOURCE TO THE CONTROLLER UNIT ONLY. TUBING ASSEMBLY. 3. ALL VALVE CONTROL WIRE SHALL BE AWG 14 TYPE UF, 600 VOLT TEST, DIRECT BURIAL. NO I. AUTOMATIC CONTROLLER: TYPE AND MODEL PER PLANS. PROVIDE VANDAL -PROOF ENCLOSURE SPLICES SHALL BE ALLOWED EXCEPT AT VALVES AND CONTROLLER. WHERE SPLICES MAY FOR ALL EXTERIOR INSTALLATIONS. PROVIDE LINE -VOLTAGE DISCONNECT SWITCH WITH GROUND BE NECESSARY DUE TO EXCESSIVELY LONG WIRE RUNS, THE CONTRACTOR SHALL MAKE ALL FAULT PROTECTION. SPLICES IN 6" ROUND VALVE BOXES WITH 3M'S "DBY-DIRECT BURIAL SPLICE KIT'. THE J. 24 VOLT VALVE WIRE SHALL BE A MINIMUM OF #14 GAUGE, U.F. APPROVED FOR DIRECT BURIAL, CONTRACTOR SHALL LABEL ALL WIRES WITH WATERPROOF TAGS AND MARKERS AT ALL SINGLE CONDUCTOR IRRIGATION WIRE. EACH CONTROLLER SHALL HAVE A DIFFERENT COLOR SPLICES AND VALVE MANIFOLDS, AND SHALL LEAVE A 24" COIL OF EXCESS WIRE AT EACH STATION AND COMMON WIRE. CONNECTION. 1. STATION WIRE -ANY COLOR EXCEPT WHITE OR BLUE 4. PROVIDE #10 COMMON WIRE, DIRECT BURIAL, TO ALL REMOTE CONTROL VALVES. 2. COMMON WIRE - WHITE 5. CONNECT ALL DIRECT BURIAL WARES TO VALVES USING 3M'S "DBY-DIRECT BURIAL SPLICE 3. EXTRA COMMON WIRES - BLUE KIT' (UNLESS OTHERWISE SPECIFIED). K. WIRE SPLICES SHALL BE ENCASED IN A WATERPROOF COMPOUND OR GEL. ALL FIELD SPLICES 6. PROVIDE THREE ADDITIONAL IRRIGATION CONTROL WIRES ALONG EACH BRANCH OF SHALL BE LOCATED IN A 6 INCH ROUND VALVE BOX. MAINLINE FOR FUTURE EXPANSION. STUB ADDITIONAL CONTROL WIRES INTO BACK OF L. RAIN SENSOR: TYPE AND MODEL PER PLANS. IRRIGATION CONTROLLERS. 7. THE IRRIGATION CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING ALL CONTROL WIRE SLEEVES AND PIPE SLEEVES UNDER PAVED AREAS PRIOR TO PAVING - SEE SLEEVING NOTES. METHODS Q. INSTALL THE RAIN SENSOR IN THE VICINITY OF THE CONTROLLER, AND COORDINATE LOCATION WITH THE OWNER. IT IS THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR TO ENSURE THE A. THIS DESIGN IS DIAGRAMMATIC. ALL PIPING, VALVES, AND OTHER EQUIPMENT SHOWN WITHIN RAIN SENSOR IS PLACED IN A LOCATION WHERE IT CAN RECEIVE ADEQUATE RAINFALL WITHOUT PAVED AREAS OR OUT OF PROPERTY BOUNDARIES ARE FOR DESIGN CLARIFICATION ONLY, AND OBSTRUCTIONS. IF IT IS PLACED IN AN INADEQUATE LOCATION, THE IRRIGATION CONTRACTOR SHALL BE INSTALLED IN PLANTING AREAS WITHIN THE PROPERTY LINES OR LIMITS INDICATED ON MAY BE REQUIRED TO RELOCATE IT AT NO ADDITIONAL COST TO THE OWNER. PLAN. THE IRRIGATION CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL ABOVE -GRADE R. ALL IRRIGATION EQUIPMENT NOT OTHERWISE DETAILED OR SPECIFIED SHALL BE INSTALLED AS IRRIGATION EQUIPMENT WITH THE OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO PER MANUFACTURER'S RECOMMENDATIONS AND SPECIFICATIONS. INSTALLATION, OR IRRIGATION CONTRACTOR MAY BE REQURED TO MOVE SUCH ITEMS AT HIS OWN S. QUALITY CONTROL COST. ENSURE FIELD COORDINATION IS MADE EARLY ON IN THE CONSTRUCTION PHASE SO 1. PERFORM COVERAGE TESTS AFTER IRRIGATION SYSTEM IS COMPLETED, BUT PRIOR TO ANY PLACEMENT LOCATION IS CORRECT. PLANTING AND PERFORM TESTING IN THE PRESENCE OF THE IRRIGATION DESIGNER AND THE B. THE IRRIGATION CONTRACTOR SHALL MEET WITH THE OWNER'S REPRESENTATIVE PRIOR TO CONSTRUCTION MANAGER. COMMENCEMENT OF WORK, AND SHALL OBTAIN ALL ENGINEERING, LANDSCAPE, AND OTHER 2. TEST SYSTEM TO ASSURE THAT ALL LAWN AND PLANTING AREAS ARE WATERED APPLICABLE PLANS & DOCUMENTS. THE CONTRACTOR SHALL THOROUGHLY REVIEW THE PLANS COMPLETELY AND UNIFORMLY. AND REPORT ANY CONFLICTS OR DISCREPANCIES TO THE LANDSCAPE ARCHITECT AND OWNER'S 3. MAKE ALL NECESSARY ADJUSTMENTS TO PROVIDE COMPLETE COVERAGE, INCLUDING REPRESENTATIVE IMMEDIATELY. REALIGNMENT OF HEADS AND REPLACEMENT OF NOZZLES. C. THE IRRIGATION CONTRACTOR SHALL NOT WILFULLY INSTALL THE IRRIGATION SYSTEM AS SHOWN T. CLEAN UP ON THE DRAWINGS WHEN IT IS OBVIOUS IN THE FIELD THAT UNKNOWN OBSTRUCTIONS, GRADES 1. DURING IRRIGATION EXCAVATION AND INSTALLATION, KEEP ALL PAVEMENT CLEAN AND ALL OR DIMENSIONS EXIST THAT MIGHT NOT HAVE BEEN CONSIDERED IN THE ENGINEEERING. SUCH WORK AREAS IN A NEAT, ORDERLY CONDITION. OBSTRUCTIONS OR DIFFERENCES SHALL BE BROUGHT TO THE ATTENTION OF THE IRRIGATION 2. DISPOSED LEGALLY OF ALL EXCAVATED MATERIALS OFF THE PROJECT SITE. DESIGNER. IN THE EVENT THAT THIS NOTIFICATION IS NOT PERFORMED, THE IRRIGATION U. INSPECTION AND ACCEPTANCE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY REVISIONS AND NECESSARY COSTS. 1. UPON COMPLETION OF THE WORK, THE IRRIGATION CONTRACTOR SHALL PROVIDE THE SITE D. SEE UTILITY PLANS FOR IRRIGATION POINTS OF CONNECTION (TAP) AND DOMESTIC WATER CLEAN, FREE OF DEBRIS AND TRASH, AND SUITABLE FOR USE AS INTENDED. THE IRRIGATION SUPPLY. CONTRACTOR SHALL THEN REQUEST AN INSPECTION BY THE OWNER TO DETERMINE FINAL E. THE IRRIGATION CONTRACTOR SHALL PAY ANY AND ALL FEES AND PERMITS ASSOCIATED WITH ACCEPTABILITY. THE INSTALLATION OF THE IRRIGATION SYSTEM. 2. WHEN THE INSPECTED WORK DOES NOT COMPLY WITH THE CONTRACT DOCUMENTS, THE F. AT LEAST SEVEN DAYS BEFORE BEGINNING WORK, CONFIRM THE STATIC WATER PRESSURE IS AT CONTRACTOR SHALL REPLACE AND/OR REPAIR THE REJECTED WORK TO THE OWNER'S LEAST 55 PSI AND LESS THAN 70 PSI. IF STATIC WATER PRESSURE IS OUTSIDE OF THE STATED SATISFACTION WITHIN 24 HOURS. RANGE, DO NOT PROCEED WITHOUT FIRST NOTIFYING THE IRRIGATION DESIGNER AND OWNER IN 3. THE MAINTENANCE PERIOD WILL NOT COMMENCE UNTIL THE WORK HAS BEEN RE -INSPECTED WRITING, AND OBTAINING SUBSEQUENT DIRECTION FOR CORRECTIONAL MEASURES. SHOULD THE BY THE OWNER AND FOUND TO BE ACCEPTABLE. AT THAT TIME, A WRITTEN NOTICE OF FINAL IRRIGATION CONTRACTOR CHOOSE TO BEGIN THE INSTALLATION WITHOUT SUCH NOTIFICATION. ACCEPTANCE WILL BE ISSUED BY THE OWNER, AND THE MAINTENANCE AND GUARANTEE THE IRRIGATION CONTRACTOR WILL ASSUME THE RESPONSIBILITY FOR ALL COSTS INCURREDTO PERIODS WILL COMMENCE. ENSURE THE SYSTEM IS WORKING PROPERLY. NO CHANGE ORDERS WALL BE AUTHORIZED IN 4. CONTROLLER CHART: THE IRRIGATION CONTRACTOR SHALL PROVIDE A 1 V X 17" SUCH CIRCUMSTANCES. COLOR -CODED, LAMINATED COPY OF THE IRRIGATION LAYOUT AND PLACE IT IN THE G. THE IRRIGATION CONTRACTOR SHALL VERIFY THE LOCATION OF ALL UNDERGROUND UTILITY UNES CONTROLLER'S COVER. THE CONTROLLER CHART SHALL CLEARLY DELINEATE THE AREAS (WATER, SEWER, ELECTRICAL, TELEPHONE, GAS, CABLE, TELEVISION, ETC.) PRIOR TO THE START COVERED BY EACH VALVE, USING A SEPARATE COLOR FOR EACH ZONE. OF ANY WORK. THE CONTRACTOR SHALL BE FAMILIAR WITH ALL GRADE DIFFERENCES, LOCATIONS 5. TURN THE FOLLOWING ITEMS IN TO THE OWNER UPON COMPLETION OF THE INSTALLATION: OF WALLS, STRUCTURES AND UTILITIES. a. QUICK COUPLER KEYS (2) H. COORDINATE WITH THE OWNER THE PROPOSED LOCATIONS OF THE AUTOMATIC CONTROLLER b. CONTROLLER MANUAL (1) AND ANY REQUIRED SLEEVES THROUGH THE BUILDING FOR CONTROL WIRES. c CONTROLLER KEYS (2) I. TRENCHING NEAR EXISTING TREES: d. A MINIMUM OF (2) COPIES OF RECORD DRAWINGS. A RECORD DRAWING IS A RECORD 1. CONTRACTOR SHALL NOT DISTURB ROOTS 1-1/2" AND LARGER IN DIAMETER WITHIN THE OF ALL CHANGES THAT OCCURRED IN THE FIELD AND THAT ARE DOCUMENTED CRITICAL ROOT ZONE (CRZ) OF EXISTING TREES, AND SHALL EXERCISE ALL POSSIBLE CARE THROUGH CHANGE ORDERS, ADDENDA, OR CONTRACTOR/CONSULTANT DRAWING AND PRECAUTIONS TO AVOID INJURY TO TREE ROOTS, TRUNKS, AND BRANCHES. THE CRZ IS MARKUPS. DEFINED AS A CIRCULAR AREA EXTENDING OUTWARD FROM THE TREE TRUNK, WITH A V. REFER TO THE PLANTING SPECIFICATIONS FOR ADDITIONAL CONDITIONS OF FINAL ACCEPTANCE RADIUS EQUAL TO V FOR EVERY 1" OF TRUNK DIAMETER -AT -BREAST -HEIGHT (4.5' ABOVE THE AND START OF THE MAINTENANCE PERIOD. AVERAGE GRADE AT THE TRUNK). W. WARRANTY 2. ALL EXCAVATION WITHIN THE CRZ SHALL BE PERFORMED USING HAND TOOLS. NO MACHINE 1. THE IRRIGATION SYSTEM SUPPLIED AND INSTALLED SHALL BE WARRANTED (LABOR AND EXCAVATION OR TRENCHING OF ANY KIND SHALL BE ALLOWED WITHIN THE CRZ. MATERIALS) TO REMAIN OPERATIONAL FOR A PERIOD OF 12 MONTHS AFTER THE DATE OF 3. ALTER ALIGNMENT OF PIPE TO AVOID TREE ROOTS 1-1/2" AND LARGER IN DIAMETER. WHERE FINAL ACCEPTANCE. DURING THIS PERIOD, THE CONTRACTOR SHALL ALSO REPAIR ANY TREE ROOTS 1-1/2" AND LARGER IN DIAMETER ARE ENCOUNTERED IN THE FIELD, TUNNEL SETTLEMENT OF THE IRRIGATION TRENCHES. UNDER SUCH ROOTS. WRAP EXPOSED ROOTS WITH SEVERAL LAYERS OF BURLAP AND KEEP 2, BY THE END OF THE WARRANTY PERIOD, ANY IRRIGATION PART THAT IS EITHER MOIST. CLOSE ALL TRENCHES WITHIN THE CANOPY DRIP LINES WITHIN 24 HOURS. NON -OPERATIONAL OR THAT IS OPERATING BELOW STANDARDS AS DETERMINED BY THE 4. ALL SEVERED ROOTS SHALL BE HAND PRUNED WITH SHARP TOOLS AND ALLOWED TO OWNER, SHALL BE REMOVED FROM THE SITE AND SHALL BE REPLACED. REPLACEMENTS AIR-DRY. DO NOT USE ANY SORT OF SEALERS OR WOUND PAINTS. SHALL BE OF THE SAME KIND AS SPECIFIED IN THE IRRIGATION LEGEND, AND SHALL BE INSTALLED AS ORIGINALLY SPECIFIED. 3. IRRIGATION PARTS DAMAGED OR IMPAIRED DUE TO ACTS OF GOD, VANDALISM, AND/OR THE OWNER'S IMPROPER MAINTENANCE SHALL NOT BE COVERED BY THIS WARRANTY. X. SHOULD THE PERMITTING JURISDICTION REQUIRE AN IRRIGATION AUDIT, THE IRRIGATION CONTRACTOR SHALL RETAIN THE SERVICES OF A THIRD -PARTY CERTIFIED LANDSCAPE IRRIGATION AUDITOR, AT NO ADDITIONAL COST TO THE OWNER. I. DRIP CONTROL ZONE KIT SCALE:NTS REMOTE CONTROL VALVE SCALE:NTS QUICK COUPLER 1O 30-INCH LINEAR LENGTH OF WIRE, COILED O2 WATERPROOF CONNECTION (ANY APPROVED) O3 REMOTE CONTROL VALVE ASSEMBLY O4 JUMBO PLASTIC VALVE BOX BY CARSON (OR EQUAL) OS TOP OF MULCH O FINISHED GRADE-l" BELOW TOP OF BOX IN TURF AREAS, 2" IN SHRUB AREAS 0PVC UNION (2) O8 PVC SCH 40 MALE ADAPTER (2) O PVC LATERAL PIPE 10 BRICK (1 OF 4) 11 3-INCH MINIMUM DEPTH OF 3/4-INCH WASHED GRAVEL 12 PVC MAINLINE PIPE 13 PVC SCH 60 NIPPLE (LENGTH AS REQUIRED) 14 SCH. 40 PVC ELL 15 SCH. 40 PVC TEE OR ELL 18 SCH. 40 PVC THREADED ELL 1O 30-INCH LINEAR LENGTH OF WIRE, COILED O2 WATERPROOF CONNECTION (ANY APPROVED) O3 REMOTE CONTROL VALVE 4O JUMBO PLASTIC VALVE BOX BY CARSON (OR EQUAL) O5 TOP OF MULCH O FINISHED GRADER" BELOW TOP OF BOX IN TURF AREAS, 2" IN SHRUB AREAS O PVC SCH 80 NIPPLE (CLOSE) O PVC SCH 40 ELL O9 PVC SCH 80 NIPPLE (LENGTH AS REQUIRED) 1D BRICK (1 OF 4) 11 PVC MAINLINE PIPE 12 SCH. 40 PVC ELL 13 PVC SCH 40 TEE OR ELL ib PVC SCH 40 MALE ADAPTER 15 PVC LATERAL PIPE i6 34NCH MINIMUM DEPTH OF }INCH WASHED GRAVEL 1O TOP OF MULCH O FINISHED GRADE-V BELOW TOP OF BOX IN TURF AREAS, 2" IN SHRUB AREAS O3 QUICK -COUPLING VALVE 4O 10" ROUND PLASTIC VALVE BOX BY CARSON (OR EQUAL) O 6" LONG BRASS NIPPLE 6O 3-INCH MINIMUM DEPTH OF 314-INCH WASHED GRAVEL 7 BRASS NIPPLE LENGTH AS O REQUIRED) O8 BRICK (1 OF 2) O9 PVC SCH 40 STREET ELL 10 PVC SCH 40 TEE OR ELL 11 PVC MAINLINE PIPE 12 PVC SCH 40 ELL 13 2" x 2" REDWOOD STAKE WITH STAINLESS STEEL GEAR CLAMPS OR EQUIVALENT SUPPORT SYSTEM 1O CONTROLLER PER LEGEND O2 112" ELECTRICAL CONDUIT BETWEEN CONTROLLER AND ELECT. BOX CLAMP TO WALL O3 SENSOR MONITOR PANEL OR RECEIVER (WHERE OCCURS) 4O WALL (WHERE OCCURS) O5 120 VOLT SERVICE IN WATERPROOF JUNCTION BOX WITH DISCONNECT SWITCH, INSTALL INSIDE STAINLESS ENCLOSURE BO C-CLAMPS (TYP.) O7 CONDUIT(S) FOR 24 VOLT CONTROL WIRES. CLAMP TO WALL. USE 1 CONDUIT FOR 0-24 STATIONS. USE 2 CONDUITS FOR 2548 STATIONS O SENSOR CABLES IN CONDUITS (WHERE OCCURS) O9 GROUNDING PER MANUFACTURER 10 FINISH FLOOR SURFACE SECTION NOTES: 1) MOUNT CONTROLLER AND CABINET PER MANUFACTURER'S DIRECTIONS. 2) 120 V.A.C. POWER PROVIDED BY OTHERS. LANDSCAPE CONTRACTOR SHALL MAKE FINAL CONNECTION AT CONTROLLER. CONNECT TO ELECTRICAL SUPPLY PER NATIONAL ELECTRIC CODE AND LOCAL CODE. 3) LOCATE GROUND ROD 8' MIN. FROM CONTROLLER. VERIFY LOCATION OF GROUND ROD, CONTROLLER AND SOURCE OF ELECTRICITY WITH MANUFACTURER'S REPRESENTATIVE AND OWNER AS PART OF PRE CONSTRUCTION MEETING. CONTROLLER - WALL MOUNT, INDOOR R EAVE EVERGREEN D E S I G N G R O U P (800)680-6630 1200 US Highway 22 E Suite 2000-2248 Bridge , N7 08807 w .EvetgreenDesignGroup.com 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 LANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA. ,-L • / " V N LAWRANCE M. LESSER DATE: 9/1/2020 LICENSE NUMBER: 56666 O AUTOMATIC RAIN SENSOR - INSTALL PER MANUFACTURER'S It INSTRUCTIONS LU 7 � z M U a ¢ m m W w m w Z m o o U RAIN SENSOR, ROOF MOUNT SCALE:NTS ki O FROM POINT OF CONNECTION - SEE PLUMBING PLANS AND ADAPT AS NECESSARY. ALL WORK SHALL CONFORM TO ALL APPLICABLE CODES 2O BRASS UNION (TYPICAL) O3 BRASS NIPPLES (TYPICAL) 4O METAL STRAP - QUANTITY AS NEEDED, SECURE TO WALL PER ARCHITECT (TYPICAL) OS BRASS WYE STRAINER WITH 60 MESH SCREEN eO BACKFLOW PREVENTER UNIT O7 TO IRRIGATION SYSTEM OB AIR GAP DRAIN, MODEL AGD-Y ATTACH TO BACKFLOW DEVICE PER MANUFACTURER 0 DRAIN PIPE, SCH. 40 PVC, 1"- CONNECT TO DRAINAGE SYSTEM 10 INTERIOR FLOOR 11 INTERIOR WALL BACKFLOW P RP, WALL MOUNT ZQ O Q w Q U) U � J � `� V 'EEw-ram 1..� '1 I ' W Q W LU co) 2W r LL o A/ LL uj ur O 2 CL Lu C.i D aW. aM N a W U U SCALE:NTS SCALE:NTS SHEET NUMBER U-2 - SCALE:NTS DEDICATED IRRIGATION TAP TO IRRIGATION SYSTEM 7 0 Ak ::p TO M DOMESTIC I SYSTEM IRRIGATION CONNECTION FROM DOMESTIC WATER WATER TAP DIAGRAM SCALE:NTS O BUBBLER PER LEGEND - 3 PER TREE O 1 MULCH 4 2 GO FINISH GRADE/TOP OF MULCH O4 UV RADIATION RESISTANT 1/2-INCH PVC SCH 80 NIPPLE (LENGTH AS REQUIRED) O5 1/2-INCH FEMALE NPT x 0.490-INCH BARB O FINISH GRADE AT 1" BELOW ELBOW -`I-- — _ ':.— f =,-1.-=1 _ _ = _ I--� TOP OF BOX IN TURF AREAS: 6 O SWING PIPE, 12-INCH LENGTH I I I I III -III-- — 1 2 3 2" BELOW TOP OF BOX IN SHRUB/GROUNDCOVER 7 O PVC LATERAL PIPE ' _ I—T-li III -I — i III III III l I- 1O TOP OF MULCH 1 jr,,. AREAS OB = 1/2-INCH MALE NPT x .490-INCH BARB �_ -1 ' I— I `—III—) —III III ' —� — _ I O2 FINISH GRADE _ —III I—III—i / — O2 _ _ �_ 9" ROUND VALVE BOX WITH LOCKABLE LID OW 9 ELBOW o SCH 40 TEE OR ELL Z -) I I —III III—III—III=I —'III —III I III I— —I- (—III—� —I �- 3 DRIP LINE PER PLAN W I I —I I i I —I I - .. I_I= I I —I —I I —I !-- I O EXTENSION SECTION G NECESSARY TO MEET GRADE 10 EDGE OF ROOTBALL —i I —III—III -III —III -I I( I —III —III —III —III= _ 4 INSERT TEE OR ELBOW 8 w _I —I I I I I —III —,._ I I —I I I —I I I _ - ! -� I I I I —I _i i I I—i I i—I I I I —I _ O4 I PVC MALE ADAPTER 11 PVC LATERAL LINE - 3/4" -III -I I I —I I I III=III=III, O SCH. 80 PVC NIPPLE (LINE —III—I —I i —I O 3-INCH MINIMUM DEPTH OF s I —III —III -I I —_ _ 5 SIZE) I I=I I I —I I M I ! 1 =I I I=I I I=III=I I INCH WASHED GRAVEL PVC LATERAL LINE �—III—III—III III —III _—_ —III SO SCH. 40 PVC TEE (SST) 1=1 I 1=1- 6O BRASS BALL VALVE TO VALVE ) I —III —III —I I I —III III —III i �- SCH. 40 PVC SUPPLY 7F7_ (SIZED PER MAINLINE) HEADER (SIZE PER PLAN) I ! O 7 IRRIGATION MAINLINE BUBBLER LAYOUT PLAN VIEW TO IRRIGATION SYSTEM O CITY MAINLINE O2 TAP O3 SERVICE LINE OWATER METER OS ISOLATION VALVE (PER PLAN) OMANUAL DRAIN VALVE (BALL VALVE) O7 BLOW OFF VALVE (BOV) O8 BACKFLOW DEVICE (WHERE SHOWN) 1. TURN OFF EITHER THE METER AND ISOLATION VALVE (DEDICATED IRRIGATION METER)OR ISOLATION VALVE (DOMESTIC TAP). 2. OPEN ONE CONTROL VALVE TO RELIEVE PRESSURE 3. SLOWLY OPEN MANUAL DRAIN VALVE. 4. REPEAT PROCEDURE FOR ALL MANUAL DRAIN VALVES ALONG IRRIGATION MAINLINE. 5. CLOSE MANUAL DRAIN VALVES AND BLOWOUT REMAINING WATER FROM THE BLOWOUT VALVE. SLOWLY INCREASE AIR PRESSURE, NOT TO EXCEED 80 PSI. DO NOT BLOWOUT SYSTEM FROM BACKFLOW. BLOWOUT SYSTEM TWICE BUT NOT TO EXCEED AT MORE THAN 2 MIN. INTERVALS. SUBSURFACE DRIPLINE CONNECTION SCALE: NOT TO SCALE FLUSH VALVE SCALE:NTS 10" ROUND PLASTIC VALVE BOX OWITH LOCKABLE LID, "CARSON" OR APPROVED EQUAL FINISH GRADE - TOP OF VALVE BOX TO O BE 2" ABOVE FINISH GRADE IN PLANTER AREAS O3 DRIP EXHAUST HEADER OBALL VALVE, LINE SIZE T COILED LENGTH OF LINE OSIZE FLEX HOSE. SOLVENT WELD TO VALVE O RED BRICK TYPICAL, 3 REQUIRED Oj 6" DEEP LAYER OF PEA GRAVEL FINISH GRADE I I-1 I I-11 I I-1 I I -I I O2 PIPE TRENCH -III—III—I —_III I —III— I I I —I I I I _III O FINISH GRADE O3 LATERAL LINE PIPE —I I=1 . I— I— POP-UP SPRAY HEAD 4 1 O4 AUTOMATIC DRAIN VALVE O SCH. 80 PVC NIPPLE (LENGTH AS REQUIRED) '\ fill IYI 2 NOTE: 2 4) SCH. 40 PVC ELL AUTOMATIC VALVES ARE TO BE LOCATED z 3 AT LOW POINTS OF LATERAL LINES. 5 O SCH. 40 PVC STREET ELL Ik, LOCATE END DRAIN VALVE 12" IUPSTREAM FROM LAST HEAD. O SCH. 40 PVC TEE OR ELL 12" SUMP 7 PVC LATERAL PIPE Od GAP BELOW TTAL AUTOMATIC DRAIN VALVE POP-UP SPRAY HEAD �uw BRASS BALL VALVE SCALE: NTS TRENCHING SLEEVING O PAVEMENT SURFACE O2 FINISH GRADE O3 TRENCH BACKFILL O4 LOCATOR WIRE W/BURIED CAUTION TAPE OS PVC IRRIGATION LATERAL OB SAND BACKFILL O7 SCH. 40 PVC LATERAL SLEEVE - SEE PLANS FOR SIZE 8O SCH. 40 PVC WIRE SLEEVE FOR CONTROL WIRES, MIN. 2" DIA. 9O SCH. 40 PVC MAINLINE SLEEVE - SEE PLANS FOR SIZE 10 PVC IRRIGATION MAINLINE 11 CONTROL WIRES -TAPE TO MAINLINE AT 10' INTERVALS 12 PVC CAP, SOLVENT WELDED PIPE AND SLEEVE INSTALLATION SCALE: NTS SUBSURFACE DRIP LINE LAYOUT J FLUSH VALVE O SCH. 40 PVC EXHAUST HEADER C3 ) SCH. 40 PVC TEE OR ELL C) COMPRESSION ADAPTER IJ DRIP LINE O AIR RELIEF VALVE AT HIGH POINT OF SYSTEM (WHEN INDICATED ON PLANS) SCH. 40 PVC SUPPLY HEADER 'a CONTROL VALVE ( 91 TREE ROOT BALL (WHERE OCCURS IN DRIP AREA) 10 RAINBIRD PC-07 EMITTERS (3) OR EQUAL, WITH DIFFUSER CAPS, INSERTED IN DRIP LINE AND GENERALLY SPACED EVENLY AROUND TREE NEAR EDGES OF ROOT BALL (WHERE OCCURS) NOTE: SET DRIP LINES 3"6" AWAY FROM HARDSCAPE EVERGREEN D E S I G N G R O U P (800) 680-6630 1200 US Highwuv 22 E Suite 2000-2248 Bridgewater, N108807 www.EvergreenDesignGmup.min 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 LANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA. 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I0880000- S SSSSSS e Y3l FE 3f� i II 4'pp S .111,9 ;;r IIsees !E ilea& I F S gepp SSSS S SSS S®o a i 6 i 9 i EpEFY t E Yy 6:a€ a Kimley>>)Horn October 30, 2020 Sharmeen AI-Jaff Senior Planner City of Chanhassen 7700 Market Boulevard, P.O. Box 147 Chanhassen. MN 55317 RE: Kimley Horn and Associates- Case No. 2020-21 Dear Ms. AI-Jaff, Page 1 Kimley-Horn has reviewed the comments provided by City of Chanhassen, dated September 30, 2020, and has modified the plans accordingly. The comments and responses are listed below. Responses to comments are in bold italics. ENVIRONMENTAL RESOURCES The applicant shall plant a minimum of six trees in the parking lot. Two trees have been provided within the parking lot islands to provide screening of the garage doors as well as 5 additional trees throughout the rest of the site. In addition to the two trees provided in the parking lot, and to provide additional screening, tall shrubs have been placed along the east property line and southwest of the parking lot to screen the parking area and service garage doors. Please refer to Landscape Plan for details. 2. The applicant shall meet the minimum 10' interior width for all landscaped islands and peninsulas. Island widths have been revised to provide a minimum interior width of 10'. Please refer to Sheet C2.0. 3. The applicant shall include landscaping along the eastern property line that screens the parking area and garage door. Tall shrub landscaping has been provided along the east property line to provide screening of the garage service doors. Please refer to Sheet LP-1. 4. The applicant shall include a minimum of two over story trees to be planted along Crossroads Boulevard. Two over story trees have been provided along Crossroads Boulevard. Please refer to Sheet LP-1. 5. All existing trees on site to be saved during construction shall be protected at all times by tree preservation fencing. Trees that are damaged or dead will be replaced. Existing trees on site and within the limits of disturbance are to be protected in place through the duration of construction. Please refer to Sheet C1.0 for tree protection location and Sheet C1.1 for tree protection detail. CITY Of CHANHASSEN RECEIVED OCT 3 0 2020 CHANHASSEN PLANNING DEPT Kimley>>)Horn ENGINEERING Page 2 The applicant shall provide a traffic control plan for review and approval for the removal and restoration of the original access had from Crossroads Boulevard prior to commencement of construction activities on -site. Traffic control plans shall be prepared by the Contractor for work completed within the public right-of-way. The Contractor shall submit a traffic control plan to the City for review prior to construction activity onsite. 2. The applicant shall provide analysis that the proposed north driveway location is adequately spaced as to not create adverse impacts to Crossroads Boulevard and that the largest design vehicle accessing the site can turn into the north driveway access from Crossroads Boulevard (from both northbound and southbound movements) prior to permits being issued. The northern access to the proposed project is aligned with the curb line with the existing gas station, and is spaced approximately 55 feet from Crossroads Blvd. Vehicles entering the site will have a free right turn movement into the site, so impacts on Crossroads Blvd from cars entering the site shall be minimal. The preliminary PUD plans show a direct access to Crossroads Blvd, to us direct access to Crossroads Blvd would have a greater impact to traffic flow on Crossroad Blvd. By moving the access to the north side of the property, vehicles will only enter and exit the development in three locations, allowing Crossroads Blvd to have a better traffic flow pattern. Additionally, by removing the parking from the southerly access road that was shown in Preliminary Plans, the southern drive to Crossroads Blvd functions much better as well. A vehicle access exhibit (EX-1) included in the proposed civil documents is provided displaying the vehicle access route for a design vehicle entering the site from Crossroads Boulevard. 3. The water service lateral located on the existing condition survey near the southeast corner of the site shall be abandoned by removing the stub to the main and capping per City Standards. Noted. The existing water service on the southeast comer of the property shall be removed to the main and capped per City Standards and Specification. Please refer to Sheet C1.0. 4. The water service lateral shall meet current City specifications, which shall include a 1" plastic service lateral. Noted. The proposed water service lateral shall be a 1 " plastic service lateral per City Standard Plate 1005. Please refer to Sheet 64.0 and C4.1. 5. The sanitary service lateral shall connect to the existing manhole via a core and boot connection. Noted. A note on the utility plan has been added to direct the contractor on how to make this connection. 6. The applicant shall pay the appropriate sanitary sewer and water trunk hook-up fees at the time of building permit issuance. These fees are based on the number of SAC units assigned by the Met Council and are due at the time of building permit issuance. The 2020 rates are $2,302.00/unit and $7,974.00/unit for sanitary sewer and water, respectively. Noted. Applicable fees shall be paid prior to permit issuance. CONSTRUCTION PLANS 1. Sheet C0.1: Kimlep Horn Page 3 a. Grading and drainage note 5 shall be updated to require placement of 6" of topsoil, and not 4", in accordance with City Standards This note has been modified on Sheet CO.1. b. Note 10 shall be updated to also require coordination with the City's Water Resources Coordinator (952-227-1168) This note has been modified on Sheet C0.1. 2. Sheet C1.0: a. Add note that any construction outside the property limits of the site shall be coordinated with the other owners of the PUD (typ.) This note has been added on Sheet C1.0. b. Add note to remove stub to main for existing water service stub near southeast corner of the site This note has been added on Sheet C1.0. c. Update erosion control plan note 7 to "remove" and not "removal" This note has been updated on Sheet C1.0. d. Update erosion control plan note 10 requiring the use of bio logs in the event of frozen soils as a temporary measure and requires approval from the City's erosion control inspector This note has been updated on Sheet C1.0. e. Update erosion control note 11 to eliminate "at City Hall" and replace "City Engineer" with "Water Resources Coordinator" This note has been updated on Sheet C1.0. f. The sequencing of construction indicates the use of wheel washes, Porta-Pottys, trailers, etc. and all proposed locations shall be located on the plans, update accordingly An area for these construction -related items has been added to the Erosion Control Phase 1 and Phase 2 plans, please refer to Sheets C1.0 and C3.0. g. Add to notes the requirement that a traffic control plan shall be adhered to during the removal and replacement of the driveway access off Crossroads Boulevard and coordination shall be had through the City's Public Works Department (952-227-1300) prior to commencement of construction operations This note has been added on Sheet C1.0. 3. SheetCIIA: a. Add concrete washout detail (#5304) as the use of a concrete wash -out was called out for on subsequent plan sheets Concrete washout detail (5304) has been added to sheet C1.1. b. Verify all details are the most recent versions (typ.) The most recent versions of City standard details are incorporated into the civil plan set Kimley>>)Horn Page 4. Sheet C3.0: a. Call out for BP-1 indicates storage volume of 1,645 square feet, update unit of measurement accordingly The volume now has a unit of CF, cubic feet. b. Existing stormwater conveyance system is showing incorrect flow directions, adjust accordingly for clarity The conveyance direction of existing infrastructure has been updated to reflect correct flow direction. c. Update grading plan note 13 to require 6" of topsoil This note has been updated on Sheet C3.0. 5. Sheet C3.1 a. Note 5 discusses that no excavation equipment shall travel within underground infiltration system area; it is recommended that this area be called out on all plan sheets that will require construction equipment to travel near the underground system or add a note to applicable sheets Underground BMP limits have been added to construction sheets. 6. Sheet C4.0: a. Verify the call -out for the existing 27" storm sewer is HDPE as City records indicate it as RCP Existing 27" storm sewer callout has been revised to reflect RCP material. b. Consider adding insulation where water services cross existing and proposed storm sewer pipes Minimum 4" thick rigid polystyrene installation has been added between proposed and existing storm sewer and proposed water main. Please refer to sheet C4.0. c. Relocate the curb stop to the property line, update plans accordingly The curb stop has been relocated to the property line. Please refer to sheet C4.0. d. Update note for sanitary sewer service connection to be "core and boot" We are proposing to connect to the existing sanitary sewer service using an 8"x6" reducer, a "core and boot' connection is not needed for the sanitary sewer service connection e. Clarify the method for the removal of the existing 8" sanitary stub either on the call -out or in the notes Since the stub is already in place, we are proposing to install an 8"X 6" reducer connection right outside of the manhole to preserve the watertight connection to the manhole and then extend the service. f. In the upper left corner of the plan sheet there is a call out for "Water" and "Sanitary' with contact information for Ashley McGovern the City Finance Clerk responsible for billing; however, the Public Works Department or the Engineering Department would be the departments to assist with construction, specifications, and detail questions as it relates to build -out, update accordingly This note has been updated to reference the correct City of Chanhassen contacts for construction. Kimley»)Horn Page 5 g. Utility plan note 3 shall be updated as to eliminate the use of type "k" copper tubing and reflect current City Standards, see detail #1005 for water services or the City's Standard Specifications The note has been updated to use PEIHDPE or PEX piping per City Standard detail 1005. Please refer to Sheet C4.0. h. Update keynote legend to eliminate the use of type "K" copper tubing and 3/4" sizing, see detail #1005 for water services or the City's Standard Specifications The keynote has been updated to use PE/HDPE or PEX piping per City Standard detail 1005. Please refer to Sheet C4.0. 7. Sheet LI-1 a. No private irrigation lines shall be located within public ROW, adjust plans accordingly Irrigation design is diagrammatic. All piping, valves, and other equipment shown within paved areas or out of property boundaries are for design clarification only, and shall be installed in planting areas within the property lines or limits indicated on plan. Please see Irrigation Disclaimer on Sheet LI-1. WATER RESOURCES The applicant has provided an erosion and sediment control plan as required by Chapter 19-145 of the City Code. The applicant shall update the plans to include the City's Water Resources Coordinator as the contact on the plans (Matt Unmacht, Water Resources Coordinator, 952-227- 1168). The point of contact has been updated and provided on Sheets C1.0 and C3.0. 2. The applicant shall evaluate and analyze that the impervious surface from this site will not inundate or negatively impact the downstream MnDOT facility based on new rainfall requirements (TP-40 vs. NOAA Atlas 14). This analysis must be provided to the City under separate cover. It is our understanding the downstream MnDOT facility was designed utilizing the TP-40 rainfall data. The stormwater report has been revised to analyze the proposed development using Atlas-14 rainfall data in comparison to the originally designed MnDOT drainage facility using TP-40. Based on this analysis, the stormwater retention BMPs proposed for the project release stormwater at a rate that is less than the rate that is assumed to be accounted for in the previous TP-40 event. This project does not adversely impact the downstream stormwater system. PLANNING Approval of the site plan shall be contingent upon approval of the Planned Unit Development amendment to allow Automotive Repair shops. Noted. It is understood that amendment of the Planned Unit Development to allow for automotive repair use is required for site plan approval. 2. All rooftop and ground equipment must be screened from views. Noted. All rooftop and ground mechanical equipment shall be screened from public view. Any roof -mounted mechanical equipment is screened by proposed building parapet. Additionally, the pad -mounted transformer is proposed to be screened to the extent feasible with plant materials. 3. Sign illumination and design shall comply with ordinance. Kimley»)Horn Page 6 The proposed monument sign meets the required ordinance of a maximum of 24 square feet and maximum 5' height and set back a minimum from all property line. The building mounted signage meets the required ordinances for both the street frontage and internal road view. The building mounted signs comply with the maximum allowed percentage of wall area. All sign illumination and sizing comply with the city ordinances, please see included monument sign design plans. The exterior material for the trash enclosure must be of the same exterior material as the building. Recycling space and other solid waste collection space should be contained within the same enclosure. Recycling and trash shall be located within the same enclosure. The trash enclosure attached to the building utilizes the same materials as the building for uniformity. 5. The design of the building shall be modified to complement surrounding buildings. The design of the building has been modified to complement surrounding buildings. Colors, materials and textures, and key design elements have been incorporated to complement the surrounding buildings within the Planned Unit Development. Please refer to Architectural Elevations. The applicant must prepare a lighting plan and include photometrics. Light levels for site lighting shall be no more than one-half foot candle at the project perimeter property line. This does not apply to street lighting. The applicant has not submitted a light fixture design. This fixture must meet the light fixture specified in the Planning Unit Development governing the subject site. A photometrics plan has been included within the architectural plans. Light levels are less than one-half foot candles at the project perimeter property line. The monument sign may not exceed 24 square feet in area nor be higher than 5 feet. The sign shall be located 10 feet from the property line. A sign permit is required before construction of the sign. Sign design conforms to the maximum 24 square feet in area and height restriction of 5 feet. The sign is located 10 feet from the western property line. Please refer to Monument Design sheet included in this submittal and Sheet C2.0 for monument sign location. A sign permit shall be obtained prior to construction. 8. Recycling space and other solid waste collection space should be contained within the same enclosure as the trash. Recycling and trash shall be contained within one enclosure located on the north side of the building. 9. Any prior approvals for a bank building on the subject site shall be null and void. Noted. Prior approvals for a proposed bank building as part of the initial planned unit development 10. No unlicensed or inoperable vehicles shall be stored on -premises except in appropriately designed and screened storage areas. Inoperable or unlicensed vehicles shall be stored indoors or screened storage areas. Vehicles which are inoperable, or while being prepared for multiple consecutive days shall be stored indoors. 11. All repair, assembly, disassembly and maintenance of vehicles shall occur within closed building except minor maintenance including, but not limited to, tire inflation, adding oil and wiper Kimley))) Horn Page 7 replacement. Noted. Repairs, assembly, disassembly and maintenance of vehicles shall all occur within closed building. 12. No public address system. A public address of 8941 Crossroads Boulevard per Carver County G1S is assigned to the subject property. 13. No sales, storage or display of used automobiles or other vehicles such as motorcycles, snowmobiles, or all -terrain vehicles. Noted. The proposed Christian Brothers development does not sell, store, display used automobiles or other vehicles such as motorcycles, snowmobiles, or all -terrain vehicles. 14. Disposal of vehicle fluids shall comply with PCA regulations. All vehicle fluids are collected interior to the building and disposed of in accordance with MPCA guidelines and regulations. 15. Facilities for the collection of waste oil must be provided. All vehicle oil is collected interior to the building and disposed of in accordance with MPCA guidelines and regulations. 16. All service/garage doors shall be screened. Service/garage doors are screened from neighboring development view utilizing trees within the parking lot and perimeter landscaping along the east property line and southwest of the proposed parking lot. 17. The building architecture shall complement surrounding buildings." The design of the building has been modified to complement surrounding buildings. Colors, materials and textures, and key design elements have been incorporated to complement the surrounding buildings within the Planned Unit Development. Please refer to Architectural Elevations. Thank you for the thorough review of the layout. Please contact me with any questions regarding the responses. Sincerely, KIMLEY-HORN AND ASSOCIATES, INC. Christian Jones — Pr ject Manager n SLRONT ELEVATION n BACKII = 1'ELEV 3 ATION SPI �— 3 RIGHT SIDE ELEVATION LEFT SIDE ELEVATIO\ SCNE 3/i6•-ISO PC-5 PAINT SEMI -GLOSS SHERNIN WIWAMS MARSHMALLOW SW )001 SDVL 3/i -,-R M-5 BRICK A BRIO( W.• r ROM. 2 t/a' MBWIAR BRKX. Caq! RUSTIC RASH, MORTAR CRDR'YH1E A CdAPO51TON 911NOLE ROOF CERTANT® LANDMARK 30 M. COLOR: "HUNTER GREEN" M-B BRICK GLEN GENY BRICK. SOUR CITY BRO. B" NOW. 2 1/4" MODUUR BRIM COLOR: TOASTED FINE ART. YELOR. MORTAR COLOR VMV M-10 DECIX�Al1Vc CMU OD CASTLE MASONRY• NORTHiIELD BLOCK, C .. PARCHMENT. TE1ETURE (RIND FACE• MORTAR MOR'WHITE M-11 (,'AST $TONE PI£ -CAST STONE WATERTABIE AND SILL C4fR: WHITE 4£ A-5 FOR PROXIES NOTES. - ALL SIGNAGE TO BE RENEWED AND APPROVED SEPARATELY, HVAC AIR HANDLER IS LOCATED IN AT➢E. CONDENSER UNIT IS GROUND MOUNTED AS SHOWN. ALL ROBE PENETRATIONS ARE PAINTED BLACK UNLESS METAL ROOF. PAINT TO MATCH_ SEE SHEET A-21 FOR MATERIAL SCHEDULE - EXTERNAL WE LOCATIONS TO BE VERIFIED WITH CBAC PROJOECT MANAGER. DUMPSTER ENCLOSURE ELEVATION BE TYPICAL NOTES B u �ORMIRYBS RFACEAS ARE BOORS SPRAID WA pAND WINDOWS, AND F�00 HG SEALER. )P OS000 MC. BO ENTRY AMID SIDEgA�SAND O FOR ALL ELEVATIONS 3, ALLFFIT OiVNCONTS OUTS ARE O B B°°-265 `255 3. ALL DOWN SPITS ARE TO BE ITS. F0 TO MATCH THE COLOR E THE WALL MATERIAL BEHIND IT. A. ALL WOOD TRIM AT S ME T EAVES. FPHOTO RAKES, ETC. TO BE ALUMINUM OR NNtt SIDING OVER EXPOSED WOOD. 5. ALL EXTERIOR LIGHTS ARE R A ON PHOTO CELL TYPICAL FI ALL EINAGE. IS e. GUTTERS AD BE SLOPE➢ PER MANUFACTURER TO ENSURE PROPER DRAINAGE ). RMi�tlty TO BE MIN. 6" BELOW FIN16H FLOOR. C: ml .a -.NN M U A G A N I R C H I T E C T ]Hi M. n6r M) ARl➢ V0,11 lfl ]W13 PH: (e17) H IHM I PUT: ($In M-SePP i� �I co ~ D �( 0 M Z m b �q �i O ° F M m r U p V DIMe Revisions WM3NNveU vcy Sw Plan Rwlw PrI No. 20-XX Drawn By SOAR 1 Date: 9/4120 1 EXTERIOR ELEVATIONS A-4 COMMUNITY DEVELOPMENT DEPARTMENT Planning Division — 7700 Market Boulevard OF CHMNSEN Mailing Address — P.O. Box 147, Chanhassen, MN 55317 CITY Phone: (952) 227-1130 / Fax: (952) 227-1110 AGENCY REVIEW REQUEST LAND DEVELOPMENT PROPOSAL Pease- . respond no laterresponse deadline Agency Review Request Date: Agency Review Response Deadline: Date Application Filed: October 30, 2020 November 19, 2020 September 4, 2020 Contact: Contact Phone: Contact Email: Sharmeen AI-Jaff 952-227-1134 sagaff@ci.chanhassen.mn.us Senior Planner Planning Commission Date: City Council Date: 60-Day Review Period Deadline: December 1, 2020 at 7:00 p.m. January 11, 2021 at 7:00 p.m. Waived Application: THIS REFERRAL WAS PREVIOUSLY REVIEWED. THE APPLICANT HAS REVISED THE PLANS. PLEASE REVISE YOUR PREVIOUSLY SUBMITTED COMMENTS. Request for an amendment to the Chanhassen Gateway PUD-Planned Unit Development to allow Automotive Repair Shops; and an Amendment to the Crossroads of Chanhassen Site Plan with variances for the construction of a 5,100 sf. automotive repair shop (Building 4E) on property zoned PUD-Planned Unit Development and located SE of Crossroads Boulevard, 8941 Crossroads Boulevard (Lot 3, Block 1, Crossroads of Chanhassen). Applicant: Kimley-Horn & Associates, Inc. Planning Case: 2020-21 Tweb _Page: www.ci.chanhassen.mn.us/2020-21 In order for staff to provide a complete analysis of issues for Planning Commission and City Council review, we would appreciate your comments and recommendations concerning the impact of this proposal on traffic circulation, existing and proposed future utility services, stormwater drainage, and the need for acquiring public lands or easements for park sites, street extensions or improvements, and utilities. Where specific needs or problems exist, we would like to have a written report to this effect from the agency concerned so that we can make a recommendation to the Planning Commission and City Council. Your cooperation and assistance is greatly appreciated. City Departments: Federal Agencies: Adjacent Cities: ❑ Attorney ❑ Army Corps of Engineers ❑ Chaska ® Building Official ❑ US Fish & Wildlife ❑ Eden Prairie ® Engineering ❑ Jackson Township ® Fire Watershed Districts: ❑ Minnetonka ® Forester ❑ Carver County WMO ❑ Shorewood ® Park Director El Victoria ® Water Resources ❑ Lower River ❑ Minnehha Creek a ❑ Law Enforcement Adiacent Counties: ® Riley -Purgatory -Bluff Creek Carver County Agencies: ❑ Hennepin Utilities: ❑ Scott ❑ Community Development ® Cable TV — Mediacom ® Engineer School Districts: ❑ Environmental Services ® Electric — Minnesota Valley ❑ Historical Society ❑ Electric — Xcel Energy El Eastern Carver County 112 ❑ El Magellan Pipeline El Minnetonka 276 Parks ❑ Soil &Water Conservation District ® Natural Gas — CenterPoint Energy ® Phone — CenturyLink Other Agencies: State Agencies: ❑ Hennepin County Regional Railroad ❑ Board of Water & Soil Resources Authority El❑ MN Landscape Arboretum Health ❑ Historical Society ❑ SouthWest Transit ❑ Natural Resources -Forestry ❑ TC&W Railroad ❑ Natural Resources -Hydrology ❑ Pollution Control ® Transportation z W d o UO o _cmLU o z Cfl Q� = w o U z W u- CG W O cn Z S W O P"4 M ~ CG Ln Ln � Z O p L 0 N O L V N � m O V T� VS a • 0 x _x 21 VI n O - O oW o � •� o o N a X V N }� 1I h i' F h^ "H E! _ SPECIFICATIONS 1. 18" DEEP ALUMINUM CABINET FILLER PAINTED TO MATCH PMS 349 C GREEN, GLOSSY FINISH. 2. ALL CABINET INTERIORS ARE PAINTED LIGHT ENHANCEMENT WHITE. 3. 1 %" EXTRUDED ALUMINUM RETAINER SECTIONS PAINTED TO MATCH PMS 349 C GREEN, GLOSSY FINISH. 4. FACES ARE FLAT TRANSLUCENT WHITE ACRYLIC WITH FIRST SURFACE VINYL OVERLAYS & WILL SLIDE OUT FOR SERVICE. S. VINYL COLORS ARE PER COLOR SCHEDULE. 6. INTERNALLY ILLUMINATED WITH WHITE LED'S. 7. CABINET POWER CUTOFF SWITCH TO BE MOUNTED ON SIDE OF CABINET WITH WEATHERPROOF FLIP -UP COVER & PAINTED TO MATCH CABINET. B. ADDRESS NUMBERS ARE %" WHITE ACRYLIC MOUNTED TO BASE WITH STUD MOUNTS. (BOTH SIDES) SIGN v 7'-On I 61-91r Zen' FChrristiaA Brothers 4 Loriotiveas V.7" 6x' �iILiZ N IWMTM� S. 4'-3"1 3'-7" (BRICK BASE TO MATCH BUILDING) 25D0 PSI CONCRETE (MIN.) TYPICAL OF ONE PIER UNDISTURBED SOIL 5" 7'-2'(W) x 18"(L) It 5"(D) #4 REBAR @12" O.C. 4" DIA SUPPORT PIPE r ise-1 6" OF CONCRETE OR CRUSHED I CINDER BLOCKS PLACED IN BOTTOM L 18" OF FOUNDATION PRIOR TO MAIN POUR. SQUARE FOOTAGE: SQ. FT. PER FACE: 24 F.C.O. NUMBERS SPECIFICATIONS 1. X" THICK OPAQUE WHITE GEMINI #5687 PLASTIC LETTER FORMS. NUMBERS HAVE WHITE FACES WITH BLACK EDGE (SIDES) 2. LETTERS ARE NON -ILLUMINATED. 3. COPY STYLE: CLARENDON FORTUNE BOLD 4. FLUSH MOUNTED TO MONUMENT WITH APPROPRIATE NON -CORROSIVE MOUNTING HARDWARE AND SEALED WITH SILICONE. n POWEPCLTOFIiwnCry W 1111. LETTER FORM a, Mounrtn oN snE OFCARINET (WHITEFACES) Tx wExTHERPROOF Env.1 cmEN (BLACK SIDES) 6 MINTED TO MATCH cAfswT NONiMROSIWMOU"MNN ELECTRICAL CONDUIT ALONG STEEL PIPE WITH 1-BOX Christian Brothim A u r p M OF I VE Address 8941 Crossroads Blvd City Chanhassen State MN 55317 Account Representative: Connie Keck This design and engineering I, submitted as our proposal. and the right to use or exhibit In airy form, is not authorized without written perme,0an by Vixxo. Notes Designer 1W Design# Vx110048&R1 Original Date 07/21/20 Revision Date 07/30/20 ' OLIBTED n� PII.Lio—I..mw...0 exa e. J1 unm. •sm:hall ee.—Ld"Rn N.Icx .np. ".Deus m.aono"sear NIc. mx np.F. nPe a ha »a .....um. ,mwawa 14111, ol.­,r N I c. 1c* Pus ®VIXXO s l IS Is & I I g It t i n g 3:12 5© 37'-2" 9„ r] F Christian Brothers Automotive SPECIFICATIONS•E SECTION VIEW MOUNTINGDETAIL 5" FABRICATED ALUMINUM LETTER RETURNS PAINTED BACK i axurilr:v METAL ml e PAINT INTERIOR WITH LIGHT ENHANCING PAINT 1"TRIM AP © I STUDrviaensax BACK © NON -CORROSIVE INSTALLATION HARDWARE: SEE DETAIL O 312V THICK 87328 PLEK/POLYCARBONATE FACE TE O ©LEI DA DIODE MODULE WHITE(MIN. 1S'LDS) WOOD gY�... FLAT ALUMINUM BACK WELDED TO RETURNS W o ❑ -=a"" STUD PAINTED BACK X'WEEP HOLES (2)TWO PER LETTER GROUNDED WALL PASS-THRU SEALED WATERTIGHT s (SHOW N AS TYPICAL 7 FRONT ELEVATION TO HAVE PASS THIRD UGH AT TOP OF LEMR) TRANSFORMERLOW VOLTAGE ELECTRONIC LOCATED IN INTERIOR WALL AREA INSIDE A PROTECTIVE CASE BOX m WATERPROOF FLEXIBLE CONDUIT FOR WIRING m UL LISTED AND APPROVED 20AMP DISCONNECT SWITCH ® 2"DEEP WIRE -WAY PAINTED BLACK ® 1"CONTOUR.OG3 ALUMINUM PAINTED GLOSS BLACK 74.3 SQFT Christian Brothers 4 U r U M O TI yr Address 8941 Crossroads Blvd City Chanhassen State MN 55317 Account Representative: Connie Keck The design and engineering Is submitted as our proposal, and the right to use or exhibit in any Farm, Is not authorlxed without written permission by vlxxo. Notes - GREEN PMS349C Designer JW Paul GLOSSY FINISH DeslgnK Vx1100488-R1 Original Date 07/21/20 -GREEN VINYL ARLON 3M M3630-25 Revision Date 07/30/20 DRACAL ♦72 All.„...a �.,1"Mn;a`.`u A�wIx�a;'.6�,I GRAY LIGHT GRAY VINYL OUL n�c-. WHITE FillWHffE LISTED ." a.va...,m e 1' . 21, •sen,nax'so nm PAINT, PLEX "mom ro�a�ao�. sccces e BLACK PI BLACK PAINT. PUY vvIXXO sign B lighting 5:12 (LH 9) ILLUMINATED 22" CHANNEL LETTERS WITH BACK PANELS ON RACE -WAYS �1 ■ S© 37'-2" I E F Christian Brothers Automotive NON -CORROSIVE INSTALLATION HARDWARE: SEE DETAIL © 5" FABRICATED ALUMINUM LETTER RETURNS PAINTED BUCK PAINT INTERIOR WITH LIGHT ENHANCING PAINT © 1" TRIM CAP RETAINER !� BUCK IIJ FLAT ALUMINUM BACK WELOEDTO RETURNS © X" THICK METAL FLAT BAR FOR ASECURE INSTALLATION 13 LED DIODE MODULE WHITE 0 3/16" THICK PLEX/PO LYCARBO NATE FACE WHITE 0 LOW VOLTAGE ELECTRONIC TRANSFORMER MOUNTED IN AT X" X 7 X" EXTRUDED .050 ALUM. RACEWAY SUPPORT/WIRING BOX PAINTED BLACK p' VISIBLE CUT-OFF SWITCH WITH FLIP -UP COVER ml X' WEEP HOLES(2) TWO PER LETTER m GROUNDED WALL PASS-THRU SEALED WATERTIGHT ® rCONTOUR.063 ALUMINUM PAINTED GLOSS BLACK 74.3 SQFT -PAINT GREEN SSYBC GLOSSY L I I GREEN GLOSSY FINISH METAL A�AIWIxDN nTsx N STUB pornwnE GREEN r7 xuMiu VINYLARLON allM3630.28 ORACAL A72 t I GRAY LIGHT GRAY VINYL ❑ ww WHITE PAWHITE I1BY PAINT, T, PLIX - BLACK PIRS AINT, PK PAINT, PLIX III' it I I I rI :I I I (@I� Christian Brothers 1 V TO M0 T I yC Address 8941 Crossroads Blvd City Chanhassen State MN 55317 Account Representative: Connie Keck This design and engineering Is submitted as our proposal• and the right to use or exhibit in any form. Is not authorimd without written permission by Vil Notltl r Designer _ 1W Design K Vx11004BB-R1 Original Date 07/21/20 Revision Date 07/30/20 • veelalMrlrr... I, A E be ll"2111 Alustill L. pwMM pn M.E.C. loc lee M. m na m�eon .:,ver u,ul a>.vo e. - vc=la o u. ><u on ` mr m.m.. ®VIXXO sign ak ligh tI ng 7:12 SIGN v � 3. 1„ 10" O a ADDRESS NUMBER F.C.O. LETTER ELEVATION (1) ONE SET REQUIRED SCOPE OF WORK 1. FABRICATE, SHIP & INSTALL (1) ONE SET NEW GEMINI ADDRESS NUMBERS. SPECIFICATIONS 1. Ya" THICK OPAQUE WHITE GEMINI N5687 PLASTIC LETTER FORMS. NUMBERS HAVE WHITE FACES WITH BLACK EDGE (SIDES) 2. LETTERS ARE NON -ILLUMINATED. 3. COPY STYLE: CLARENDON FORTUNE BOLD 4. FLUSH MOUNTED TO BUILDING WITH APPROPRIATE NON MOUNTING HARDWARE AND SEALED WITH SILICONE. SQUARE FOOTAGE: 2.56 SCALE: 1"=1'-0" SCALE: 1/8"=1'-D" `�D Christian Brotherr A V T O M e T IV E' Address 8941 Crossroads Blvd City Chanhassen State MN 55317 Account Representative: Connie Keck This design and engineering Is submitted as our proposal, and then& Io uze or exhibit In any torn . net auehonied without WIall Ill 'I I' I rnnsIDn by Vlxxn. Notes Designer JW Design g Vz1100488-111 Original Date 07/21/20 Revision Date 07/30/20 „,,..duL. 111 YLLSTED­,.Er.,^-C All Ill ..I.— m.a m u.t.. • sy, "all c. r... dm r., n.E,c an", 2. w,1.d..rd.n.n.. o., x cc. am. nor. IT ..d —0a. .wa .rni pYO In 11 aAaan a, 11 NEC. CMn Apa s ®VIXXO sign & lighting 8:12 q LUNCH/WORKROOM al MANAGER II oa II n I N _ _ 17'-0 1/2" 2'-11" L I IrIF--.11 - 1 / r, SIGN SERVICE CHRISTIAN BROTHERS 4ETCHED SINCE 2982 TOILET ROOM PCO LETTERS 12" x VIa•NYL STRIP u I'IF SIGN N®WL Ai atan, (2)12"x 73 Y." © (2)12"x62" ETCHED VINYL STRIPS ETCHED VINYL STRIPS (1)IVx 32" (1)15"x32" ETCHED VINYL LOGO ETCHED VINYL LOGO e 1 t I 00 RECEPTION/WAITING e 3,- ,./.o//./././///////./////////. / TECH. TOILET tf TECH. AREA SCALE: 3/16"=1'-O" (�§[� I Christian Brothers Jam' xurpmosivf' 1 Address 8941 Crossroads Blvd City Chanhassen State NIN 55317 Account Representative: Connie Keck This design and engineering is submitted as our proposal, and the right to use or exhibit in any form, is not authorized without written permission by Viaxo. Note, Designer AV Design# Vx1100088-R1 Original Date 07/21/20 Revision Date 07/30/20 S "1L LISTED of 0 Y alien h V L Lomb. 11,111be R•oun ind^yar NEC AMtle.Sa a� ticuntluRun as per N.CG Cuh 3l0.9. u:etl sulatN �pi.�o�.ea a»nm o""N.re maresm e. ®VIXXO sign L lighting 9:12 73 Yg:" 32' I I ` CENTER CENTER _ ON ON r j GLASS \ / GLASS \ / / OPEN o \ KIOSK KIOSK RECEPTION / WAITING (2) 12" x 73 Ye" ETCHED VINYL STRIPS (1) 15" x 32" ETCHED VINYL LOGO GLASS ETCHED VINYL GRAPHIC SPECIFICATIONS 1. #07 ETCHED GLASS VINYL OVERLAY. 2. OVERLAY APPLIED TO GLASS 2ND SURFACE (BACK OF GLASS) o ' I COLOR SCHEDULE n Mrr ETCHED GLASS VINYL I 62" 32" I 1 an" :115" 112" (2) 12" it 62" ETCHED VINYL STRIPS (1) 15" x 32" ETCHED VINYL LOGO \ / \ �°e11ffi➢Il �IGgIDI�®ll°ml ®AIlfjt011Glb�acH. ®® Reas rr �" \ � OPEN /� ❑CI: �Aar�Nos 12" / CENTER / \ / ON GLASS / \ SERVICE (1) 12" x 24" ETCHED VINYL STRIP (�@i� Christian Brothers I UT0 M 0 T I I Address 8941 Crossroads Blvd City Chanhassen State MN 55317 Account Representative: Connie Keck This devgn antl engineering is submitted as our proposal, and the right to use or exhibit in any form, is not authorized without written permission by Vlxxo. Notes Designer 1W Design# Vx1100488-R1 Original Date 07/21/20 Revision Date 07/30/20 -ally - Is— .r XL LM11D O)3C .1 nlrtlnul mmooren4 vIl. e. o.l. lwea. flrn sox, Is rnunEeE Lvr H.E.C. P110k : nwlilial ond--I, Ill H.cecad, ssa. ".�—<1=, a, pl4aH:E [. rna, Cana. ®VIXXO sign & lighting 10:12 �..ax�°� .ro wmwan..awns H..w SIvGN 5 Y"E Christi = n 21 : rother � Auto � otive, Since i :: 2 INTERIOR FLAT CUT OUT LETTER SET ELEVATION (1) ONE SET REQUIRED SCOPE OF WORK 1. FABRICATE, SHIP & INSTALL (1) ONE SET FLAT CUTOUT LETTERS. SPECIFICATIONS x^ THICK 5INTRA FORM 1. LETTERS: Y." THICK SINTRA PAINTED FIRST SURFACE WHITE GLOSSY FINISH. 2. COPY5TYLE: CLARENDON VHa TAPE WITH SILICONE ADHESIVE AS REQUIRED 3. LETTERS MOUNTED FLUSH TO WALL WITH VHB TAPE AND SILICONE \ / \ / — 911 we /silunt4@I>IDlt 911 mt�,. o 198 CENTER CENTER ON ON WALL WALL \ / \ / OPEN IF172 SERVICE SCALE: 1/4"=1'-0" SCALE: %"=1'-0" EXAMPLE COLOR SCHEDULE (�@i� Christian BrotherE A u r o X o l I y I Address 8941 Crossroads Blvd City Chanhassen State MN 55317 Account Representative: Connie Keck This design and engineering Is submitted as ourproposal,and the right to use or exhibit In any Form, Is not authorized without written permission by Viuo. Notes Designer JW Design# W1100488-111 Original Date 07/21/20 Revision Date 07/30/20 • Allelenn[al 1o111onenu SMII h U I. lows • sap eon e. N E C. knit'. 2. mm 111a1noR1e pe, NE e. Cox 310.e. Iroe Ip uo .:re a.o e.:ma. 'greonnen �wnaM1 r. <PelrrcNfe[I Cux 6Ltl.6. ®VIXXO sign & I l g #tin g 11:12 SIGN V 20" 12 Ya"� L 4: S y4" L Christian Brothers 1 A U T O M O T I V E za x" 1 x" Nice difference. 1" MON - FRI 7AM - 6PM SATURDAYS x 8AM - 2PM WINDOW VINYL GRAPHIC ELEVATION (1) ONE REQUIRED SCALE: 1 Y."=1'-D" SPECIFICATIONS 1. #07 ETCHED GLASS VINYL OVERLAY. 2. OVERLAY APPLIED TO GLASS 2ND SURFACE (INSIDE OFFICE) COLOR SCHEDULE #07 ETCHED GLASS VINYL 24"------ I SCALE: g✓."=1'-O" Christian Brothers A U T 0 1 0 T 1Y[ Address 8941 Crossroads Blvd City _ Chanhassen State MN 55317 Account Representative: Connie Keck This design and engineering Is submiped as our proposal, and the right to use or eehibIt In am/ form, Is not authnnzetl without written permission by w..n. Notes Designer 1W Design# Va1100488-R1 Original Date 07/2V20 Revision Date 07/30/20 "L LISTED S • pll alxerkal.emponenra iMA ha X.41 ' Slgn aaall Ee grounhtl per H f G p nM nmtluRors as yn X.E.C. COEa I1n.8. xE ulll[ Ia1M reallll •onPo�.e�=".�mn atepar xs<. coot. mac. ®VIXXO s i g n & I l a Is It I n g 12:12 nalM ryw pavane kNaNwnh4 nMMn as �wma•a.,I....X 1 DEPARTMENT OF TRANSPORTATION September 30, 2020 Sharmeen Al-Jaff Senior Planner City of Chanhassen SUBJECT: Crossroads Amendments MnDOT Review #S20-061 SW quad US 212 and MN 101 - 8941 Crossroads Blvd Control Section: 1017 City of Chanhassen, Carver County Dear Sharmeen Al-Jaff, Metropolitan District 1500 County Road 82 West Roseville, MN 55113 Thank you for submitting the plans for the Crossroads PUD amendments. The Minnesota Department of Transportation (MnDOT) has reviewed the documents, received 9/10/20, and has the following comments: Drainage A drainage permit is required with the final drainage plans, which will need to include construction modifications associated with latest MnDOT comments and current on -site construction. Please include existing and proposed drainage area maps with computations where drainage areas are clearly delineated and labeled corresponding to the model results. Also include drainage computation for storms of 10 and 100 year duration with pond freeboard of 1 foot for ponds along MnDOT right of way. Drainage rates must not increase to MnDOT right of way and drainage patterns must be perpetuated. Please contact Hailu Shekur, Water Resources Engineering, at 651-234-7521 or hailu.shekurngstate.mn.us with any questions. PedestriamBicycle Comments have been attached alongside this letter. Please contact Jesse Thomsen, MnDOT Bicycle and Pedestrian Planning, at 651-234-7788 or jesse.thornsenAstate.mn.us with any questions. Permits Any other work that affects MnDOT right-of-way will require an appropriate permit. All permits are available and should be submitted at: htti)s://oli)a.dot.state.mn.us/OLPA/. Please upload a copy of this letter when applying for any permits. For questions regarding permit submittal requirements, please contact Buck Craig of MnDOT's Metro District Permits Section at 651-775-0405 (cell) or buck.craig(d1state.mmus. Review Submittal Options MnDOT's goal is to complete the review of documents within 30 days. Submittals sent in electronically can usually be turned around faster. In order of preference, please submit either: Page 1 of 2 1. Email documents in PDF format to metrodevreviews.dotastate.mn.us. Attachments may not exceed 20 megabytes per email. If multiple emails are necessary, number each message. 2. Upload PDF file(s) to MnDOT's external shared internet workspace site at: https://mft.dot.state.mn.us. Contact MnDOT Planning development review staff at metrodevreviews.dot@state.mn.us for access instructions and send an email listing the file name(s) after the documents) has/have been uploaded. 3. Mail, courier, or hand deliver documents and plans in PDF format on a CD or flash drive to: MnDOT — Metro District Planning Section Development Reviews Coordinator 1500 West County Road B-2 Roseville, MN 55113 4. Submit printed documents via mail, courier, or hand delivery to the address above. Include one set of full-size plans. You are welcome to contact me at 651 234-7792, or david.kratzQstate.mn.us with any questions. Sincerely, Digitally signed by D4 David Kratz Date: 2020.020.09.30 13:28:19 -05'00' David Kratz Senior Planner Copy sent via E-Mail: Hailu Shekur, Water Resources Jason Swenson, Water Resources Buck Craig, Permits Doug Nelson, Right -of -Way Almin Ramic, Traffic Diane Langenbach, Area Engineer Mohamoud Mire, South Area Support Lance Schowalter, Design Mackenzie Turner Bargen, Ped/Bike Planning Jesse Thomsen, Ped/Bike Planning Russell Owen, Metropolitan Council Cameron Muhic, Planning Tod Sherman, Planning Page 2 of 2 JOH#«Aajw1N i 1 d waowolnv Mdld 311S SN3NLoae N%U WHO e OAIB 1 u T IX I 1 DEPARTMENT OF TRANSPORTATION November 19, 2020 Sharmeen Al-Jaff Senior Planner City of Chanhassen 7700 Market Blvd P.O. Box 147 Chanhassen, MN 55317 Metropolitan District Waters Edge Building 1500 County Road B2 West Roseville, MN 55113 SUBJECT: MnDOT Review # CPA20-017 8941 Crossroads Blvd —Christian Brothers Automotive SW Quad US 212 & MN 101 (Great Plains Blvd) Chanhassen, Carver County Dear Ms. Al -Jaffa Thank you for the opportunity to review the 8941 Crossroads Blvd —Christian Brothers Automotive development. MnDOT has reviewed the documents and has the following comment: Water Resources. MnDOT does not allow an increase storm water discharge to MnDOT right-of-way. A MnDOT drainage permit will be required to ensure that current drainage rates to MnDOT right-of-way will not be increased. The drainage permit application, including the information below, should be submitted online to: https://dotapp7.dot.state.mn.us/OLPA/ The following information must be submitted with the drainage permit application: 1) A grading plan showing existing and proposed contours. 2) Drainage area maps for the proposed project showing existing and proposed drainage areas. Any off -site areas that drain to the project area should also be included in the drainage area maps. The direction of flow for each drainage area must be indicated by arrows. 3) Drainage computations for pre and post construction conditions during the 2, 10, 50 and 100 year rain events. 4) Time of concentration calculations. 4) An electronic copy of any computer modeling used for the drainage computations. 5) See also the attached Drainage Permits Checklist for more information. An equal opportunity employer MnDCT Metropolitan District, Waters Edge Building, 1500 County Road B2 West, Roseville, MN 55113 Once a drainage permit application is submitted, a thorough review will be completed and additional information may be requested. Please direct questions concerning drainage issues to Jason Swenson (651-234-7539) or Jason. Swensonnastate.mn.us of MnDOT's Water Resources section. 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: httos://mft.dot.state.mn.us. Contact MnDOT Planning development review staff at metrodevreviews.dot(a)state.mn.us for uploading instructions, and send an email listing the file name(s) after the document(s) has/have been uploaded. 3. Mailed or hand delivered documents in PDF format on a flash drive or CD-ROM to: MnDOT — Metro District Planning Section Development Reviews Coordinator 1500 West County Road B-2 Roseville, MN 55113 4. Printed documents via mail or hand delivery to the address above. Include one set of full- size plans. If you have any questions concerning this review, please contact me at (651) 234-7797. Sincerely, 4, A"t-4 Cameron Muhic Senior Planner Copy sent via E-Mail: Buck Craig, Permits Hailu Shekur, Water Resources Andrew Lutaya, Area Engineer Doug Nelson, Right -of -Way Mackenzie Turner Bargen, Multimodal Jason Junge, Transit Lance Schowalter, Design Jason Swenson, Water Resources Jordan Olson, Surveys Mathis Dail, Traffic Jesse Thomsen, Multimodal Russell Owen, Metropolitan Council MnDOT Metropolitan District, Waters Edge Building, 1500 County Road B2 West, Roseville, MN 55113 MnDOT Drainage Permits Checklist Purpose of the MnDOT Drainage Permit MnDOT Metro District regulates activities that impact its drainage systems and its MS4 regulated area. The purpose of the Drainage Permit is to protect State of Minnesota investment in infrastructure including but not limited to roadways, storm water treatment basins, ditches and storm sewer systems. Excess storm water and/or sediment laden storm water added to MnDOT's drainage systems leads to degradation of these assets. Negative impacts include but are not limited to: sediment deposition, loss of flood storage capacity and also loss of hydraulic conveyance capacity. These impacts may cause premature flooding of the road surface and/or erosion damage on State right-of-way. Technical Requirements of the MnDOT Drainage Permit The permit applicant shall demonstrate that offsite runoff coming to MnDOT drainage system and/or right-of-way will not increase as a result of the proposed project. This is quantified as a "no increase in discharge" criteria for the 2-year, 10-year and 100-year storm events. Compliance is demonstrated by applying hydraulic/hydrologic software models. HydroCAD and XPSWMM are the approved models to compare the pre and post project discharge values. Typically, HydroCAD is sufficient to model most proposed projects. However, XPSWMM maybe required if the project contains extensive storm water pipe systems connected to MnDOT storm sewer or if HydroCAD cannot in MnDOT's judgment effectively model pressure flow, complex junctions and/or backwater effects that are present. The 2-year, 10-year and 100-year storm events shall be based upon Atlas 14 runoff amounts per the NOAA website. In addition, Drainage Permit Applicants shall meet all applicable water quality treatment requirements established by the local Watershed District(s) and the MPCA. Permit applicants should anticipate that specific projects that seek to divert runoff to another sub -watershed or watershed will be denied. It is MnDOT practice to avoid such watershed diversions whenever practicable. Submittal Reauirements: Readable/legible watershed maps that show pre and post Project drainage conditions. These two separate contour maps shall be large enough in scale so that approximate flow paths can be determined for verifying the Time of Concentrations used in the models. The drainage/watershed maps shall include enough detail so that Curve Numbers used in the hydraulic models may be verified by MnDOT. April 2014 • Surface water flow direction and storm water pipe water flow direction shall be indicated on the pre and post project watershed maps. Minimum recommended watershed map scale is 1" =100'. Project applications submitted with smaller scales (e.g., 1 "=500') may be rejected and returned to the applicant. The same would apply for project watershed maps that do not include topographic contours or basic land use information such as the location of buildings, pavement and "green space". Watershed maps submitted as pdf files or CAD files shall be readily printable at scales that allow for good readability. • Pre and post project watershed maps shall be clearly linked to the drainage models such that the names of the sub -watersheds, ponds and drainage structures are the same in the models as shown on the watershed maps. In addition, watershed and sub -watershed boundaries shall be clearly shown. • Submission of the actual pre and post project HydroCAD or XPSWMM models is required: pdf copies of the drainage model simulations are unacceptable. In the event that the models cannot be transferred readily by electronic mail or electronic repository site, a hardcopy CD shall he provided. • Curve numbers shall be determined per NRCS methodology and should be modified as needed based upon detailed knowledge of soil type and specific conditions on site. HydroCAD modeling software includes NRCS guidance for determining curve numbers based upon land use and condition. • Time of concentration (Tc) computations and assumptions that in MnDOT's assessment clearly overestimate or underestimate this critical runoff parameter will be rejected. Two common assumptions that lead to overestimating Tc include: using the "Lag/CN" method to determine peak runoff from watersheds that have a relatively long and/or diverse flow path, and assuming that sheet flow occurs for a distance exceeding100 feet. Conversely, pre -project Tc shall not be underestimated to offset post project increases in peak discharge. • Available freeboard for existing and proposed treatment ponds shall be shown on the watershed maps as well as the normal and 100-year high water levels. All proposed pond treatment systems along MnDOT right-of-way shall have a minimum freeboard of 2.0 feet between the road surface and the proposed 100-year HWL. • Infiltration basins, filtration basins and ponds adjacent to MnDOT right-of-way shall be designed to provide at least 2 feet of elevation difference between the 100-year HWL and the crest of the basin berm. The berm crest shall be at least 5 feet wide. The emergency overflow shall be lined from crest to toe of slope with Turf Reinforcement mat or Category 6 or 7 Erosion Control Blanket. April 2014 • Best management practices (BMP's) including infiltration/filtration sites, storm water ponds, etc. shall be clearly labeled on the pre and post project watershed maps. Plan sheets submitted as watershed maps shall be evaluated as such. They shall be readable and legible and meet all the same requirements including clear delineation of watershed boundaries, readable map scale, and land use shown by an aerial photo background map, or that is clearly depicted based on details on the plan sheet or sheets submitted. Project plan sheets relevant to the Drainage Permit are required and include: existing site conditions, the proposed grading plan as well as proposed site drainage system plans and profiles. The plans shall include applicable wetland impact/mitigation features and temporary sediment and erosion control measures for the project. In addition, erosion control blanket will be used to stabilize disturbed area on MnDOT right-of-way unless other methods such as rip -rap treatment are called for in the plans and approved by MnDOT. • Pond and basin special structures including weirs and orifices shall be consistent with what is used in the HydroCAD or XPSWMM models submitted and include relevant calculations/details. • A table summary of existing versus proposed site discharge to MnDOT drainage system/right-of-way is required for the 2-year, 10-year and 100-year Atlas 14 rainfall events. • Post project storm water discharge to MnDOT ditches or other open channel shall be limited to flow velocities of 6 fps or less for a 50-year Atlas 14 rainfall event. • Project discharge points that will connect to MnDOT ditch or channel shall be located such that they do not cause erosion or conflict with the grade of the existing ditch or channel. • Proposed access road culverts on MnDOT right-of-way shall be designed for the 10-year Atlas 14 rainfall event unless they are part of a significant drainage ditch along the roadway in which case a 100-year or 50-year design will apply. • Direct connections to MnDOT storm system shall be avoided. Connection to open ditch, or channel is preferred. If direct storm sewer connections cannot be avoided, it is the applicant's responsibility to provide a good connection typically via a new structure. Furthermore, MnDOT offers no warranty that there will not be a hydraulic backwater effects on the new storm line upstream that is connected to MnDOT's existing storm sewer. April 2014 • For all disturbed areas that sheet flow to MnDOT right-of-way and any disturbed areas within MnDOT right-of-way, either Erosion Control Mat or Bonded Fiber Matrix shall be used for temporary/permanent erosion control. • Silt fence shall not be used for erosion control at the proposed project site perimeter. Rather, continuous Wood Chip or compost Sediment Control Logs shall be implemented. Permit applicants are encouraged to contact MnDOT Metro Water Resource Engineering with questions/concerns. Questions posed early in the permit application process help to avoid project delays. This is particularly true for large project Drainage Permits with significant complexity. April 2014 >_ a LO O N 0 N w N 0 U O a w LU _ U) w w > O U d U r U) m a 0 a m .N 0 co z Q) an to w m ca c U ww H O 2 0 D Q U) w LU 0 w ca g P 5 w 0 JI Y SITE DEVELOPMENT PLANSCN � M FOR �ity°�Q°"" CHRISTIAN BROTHERS AUTOMOTIVE Dept z co 8941 CROSSROADS BLVD SECTION 24, TOWNSHIP 116N, RANGE 23W PROJECT TEAM: ENGINEER KIMLEY-HORN AND ASSOCIATES, INC. Ki0mley>>>Horn PREPARED BY: BRANDON R. ELEGERT, P.E. 767 EUSTIS STREET, SUITE 100 ST. PAU L, MN 55114 TELEPHONE (651) 645-4197 LANDSCAPE ARCHITECT EVERGREEN DESIGN GROUP, INC. PO BOX 2193 GARNER, NC 27529 TELEPHONE: (800) 680-6630 FAX: (866) 579-8452 CONTACT: RODNEY MCNABB ARCHITECT CORTLAND MORGAN ARCHITECT 711 N. FIELDER ROAD ARLINGTON, TX 76012 TELEPHONE: (817) 635-5699 FAX: (817) 635-5699 CONTACT: DANA KING CHANHASSEN, CARVER COUNTY, MN OWNER / DEVELOPER CHRISTIAN BROTHERS AUTOMOTIVE Christian Brothers 17725 KATY FREEWAY HOUSTON, TX 77094 TELEPHONE: (281) 675-6120 CONTACT: JONATHAN WAKEFIELD CONTACT: JACOB STEELE EMAIL: JACOB.STEELE@CBAC.COM SURVEYOR EGAN, FIELD & NOWAK, INC. 1229 TAYLOR STREET NE, SUITE 100 MINNEAPOLIS, MN 55413 TELEPHONE: (612) 466-3300 CONTACT: ERIC ROESER NORTH N.T.S. NOTES: 1. CONTRACTOR SHALL CONFIRM THAT THE EXISTING CONDITIONS FOR THE SITE MATCH WHAT IS SHOWN ON THE DRAWINGS INCLUDED PRIOR TO CONSTRUCTION. 2. IF REPRODUCED, THE SCALES SHOWN ON THESE PLANS ARE BASED ON A 22X34 SHEET. 3. ALL NECESSARY INSPECTIONS AND/OR CERTIFICATIONS REQUIRED BY CODES AND/OR UTILITY SERVICES COMPANIES SHALL BE PERFORMED PRIOR TO ANNOUNCED BUILDING POSSESSION AND THE FINAL CONNECTION OF SERVICES. 4. ALL GENERAL CONTRACTOR WORK TO BE COMPLETED (EARTHWORK, FINAL UTILITIES, AND FINAL GRADING) BY THE MILESTONE DATE IN PROJECT DOCUMENTS. DRAWING INDEX SHEET NO. SHEET TITLE C0.0 COVER SHEET C0.1 GENERAL NOTES C0.2 ALTA SURVEY C1.0 DEMOLITION AND EROSION CONTROL -PH. 1 PLAN C1.1 EROSION AND SEDIMENT CONTROL DETAILS C2.0 SITE PLAN C2.1 SITE DETAILS C2.2 SITE DETAILS C3.0 GRADING, DRAINAGE & EROSION CONTROL PH. 2 PLAN C3.1 GRADING AND DRAINAGE DETAILS C4.0 UTILITY PLAN C4.1 UTILITY DETAILS EX-1 VEHICLE ACCESS EXHIBIT icommV :..y rat.; cc Community De�velopmen Dept. C3iY OF CHANHASSEN. RECEIVED OCT 3 0 2020 H TrY�.• i :' Know. what's below. Call before you dig O LL O z z J LU Y 0 m o oo¢F m M <z wo�� N W w za> aawzLL w o z N3ja0 = F y O N F K F W� w z U Q W W W W _ moo= K ��o�r n z 0 wwn z Q =a > UZ2WO �Up gz 4J Z =0W2�Wm o z ' g it F 0 U Y m U N o = V N n a� a a m m c a�o W 'm w 0 U r LU LU w Uj O V z U) p W 2LU 0 00> > LLW O cn m W m �° LU U (LH� cl)aLU cn 00 U U SHEET NUMBER C0.0 U C m m m U N v c m c 0 x a m E Y 0 D a m 5 0 r .3 m N c ro m U v c m E 0 x T m E T a 0 E a m v m c m 0 R N L m x 3 0 L c m U 0 w c 0 U c E m !Z �m rn � � a o � n f O c m N .s N04 m N c O m '5 m O m a 3 w � 3 C - W a ~ 3 Z o J 9 7 W Z m W m U' o U a � U N Q t � � y c f0 0 a ❑ c Q o U 9 C c rn m - c to - N N ❑ U M CZ a� C N `o c (DCc m C N t C L � U m � m jc CF O ` m f- N 7 a Q C V) 0 W m 2 0 H m I a m U C Z $ a � 3 L 5 m w 0 �I E v N F Y GENERAL CONSTRUCTION NOTES 1. THE CONTRACTOR AND SUBCONTRACTORS SHALL OBTAIN A COPY OF THE MN DEPARTMENT OF TRANSPORTATION "STANDARD SPECIFICATIONS FOR CONSTRUCTION" (LATEST EDITION) AND BECOME FAMILIAR WITH THE CONTENTS PRIOR TO COMMENCING WORK, AND, UNLESS OTHERWISE NOTED, ALL WORK SHALL CONFORM AS APPLICABLE TO THESE STANDARDS AND SPECIFICATIONS. 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FURNISHING ALL MATERIAL AND LABOR TO CONSTRUCT THE FACILITY AS SHOWN AND DESCRIBED IN THE CONSTRUCTION DOCUMENTS IN ACCORDANCE WITH THE APPROPRIATE APPROVING AUTHORITIES, SPECIFICATIONS AND REQUIREMENTS. CONTRACTOR SHALL CLEAR AND GRUB ALL AREAS UNLESS OTHERWISE INDICATED, REMOVING TREES, STUMPS, ROOTS, MUCK, EXISTING PAVEMENT AND ALL OTHER DELETERIOUS MATERIAL. 3. THE EXISTING SUBSURFACE UTILITY INFORMATION IN THIS PLAN IS QUALITY LEVEL "D" UNLESS OTHERWISE NOTED. THIS QUALITY LEVEL WAS DETERMINED ACCORDING TO THE GUIDELINES OF Cl/ACSE 38/02, ENTITLED STANDARD GUIDELINES FOR THE COLLECTION AND DEPICTION OF SUBSURFACE QUALITY DATA BY THE FHA. EXISTING UTILITIES SHOWN ARE LOCATED ACCORDING TO THE INFORMATION AVAILABLE TO THE ENGINEER AT THE TIME OF THE TOPOGRAPHIC SURVEY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR THE ENGINEER. GUARANTEE IS NOT MADE THAT ALL EXISTING UNDERGROUND UTILITIES ARE SHOWN OR THAT THE LOCATION OF THOSE SHOWN ARE ENTIRELY ACCURATE. FINDING THE ACTUAL LOCATION OF ANY EXISTING UTILITIES IS THE CONTRACTOR'S RESPONSIBILITY AND SHALL BE DONE BEFORE COMMENCING ANY WORK IN THE VICINITY. FURTHERMORE, THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES DUE TO THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. THE OWNER OR ENGINEER WILL ASSUME NO LIABILITY FOR ANY DAMAGES SUSTAINED OR COST INCURRED BECAUSE OF THE OPERATIONS IN THE VICINITY OF EXISTING UTILITIES OR STRUCTURES, NOR FOR TEMPORARY BRACING AND SHORING OF SAME. IF IT IS NECESSARY TO SHORE, BRACE, SWING OR RELOCATE A UTILITY, THE UTILITY COMPANY OR DEPARTMENT AFFECTED SHALL BE CONTACTED AND THEIR PERMISSION OBTAINED REGARDING THE METHOD TO USE FOR SUCH WORK. 4. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE VARIOUS UTILITY COMPANIES WHICH MAY HAVE BURIED OR AERIAL UTILITIES WITHIN OR NEAR THE CONSTRUCTION AREA BEFORE COMMENCING WORK. THE CONTRACTOR SHALL PROVIDE 48 HOURS MINIMUM NOTICE TO ALL UTILITY COMPANIES PRIOR TO BEGINNING CONSTRUCTION. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL REQUIRED CONSTRUCTION PERMITS AND BONDS IF REQUIRED PRIOR TO CONSTRUCTION. L T B 6. THE CONTRACTOR SHALL HAVE AVAILABLE A THE JOB SITE AT ALL TIMES ONE COPY OF THE CONSTRUCTION DOCUMENTS INCLUDING PLANS, SPECIFICATIONS, GEOTECHNICAL REPORT AND SPECIAL CONDITIONS AND COPIES OF ANY REQUIRED CONSTRUCTION PERMITS. 7. ANY DISCREPANCIES ON THE DRAWINGS SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE OWNER AND ENGINEER BEFORE COMMENCING WORK. NO FIELD CHANGES OR DEVIATIONS FROM DESIGN ARE TO BE MADE WITHOUT PRIOR APPROVAL OF THE OWNER AND NOTIFICATION TO THE ENGINEER. 8. ALL COPIES OF COMPACTION, CONCRETE AND OTHER REQUIRED TEST RESULTS ARE TO BE SENT TO THE OWNER DIRECTLY FROM THE TES TING AGENCY. 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DOCUMENTING AND MAINTAINING AS -BUILT INFORMATION WHICH SHALL BE RECORDED AS CONSTRUCTION PROGRESSES OR AT THE COMPLETION OF APPROPRIATE CONSTRUCTION INTERVALS AND SHALL BE RESPONSIBLE FOR PROVIDING AS -BUILT DRAWINGS TO THE OWNER FOR THE PURPOSE OF CERTIFICATION TO JURISDICTIONAL AGENCIES AS REQUIRED. ALL AS -BUILT DATA SHALL BE COLLECTED BY A STATE OF MN PROFESSIONAL LAND SURVEYOR WHOSE SERVICES ARE ENGAGED BY THE CONTRACTOR. 10. ANY WELLS DISCOVERED ON SITE THAT WILL HAVE NO USE MUST BE PLUGGED BY A LICENSED WELL DRILLING CONTRACTOR IN A MANNER APPROVED BY ALL JURISDICTIONAL AGENCIES. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ANY WELL ABANDONMENT PERMITS REQUIRED. 11. ANY WELL DISCOVERED DURING EARTH MOVING OR EXCAVATION SHALL BE REPORTED TO THE APPROPRIATE JURISDICTIONAL AGENCIES WITHIN 24 HOURS AFTER DISCOVERY IS MADE. SHOWN FOR VERIFYING THAT THE PROPOSED IMPROVEMENTS SH 12. THE CONTRACTOR SHALL BE RESPONSIBLE 0 ON THE PLAN S DO NOT CONFLICT WITH ANY KNO WN EXISTING OR OTHER PROPOSED IMPROVEMENTS. IF ANY CONFLICTS ARE DISCOVERED THE CONTRACTO R SHALL NOTIFY THE OWNER PRIOR TO INSTALLATION OF ANY PORTION OF THE SITE WORK THAT WOULD BE AFFECTED. FAILURE TO NOTIFY OWNER OF AN IDENTIFIABLE CONFLICT PRIOR TO PROCEEDING WITH INSTALLATION RELIEVES OWNER OF ANY OBLIGATION TO PAY FOR A RELATED CHANGE ORDER. 13. SHOULD CONTRACTOR ENCOUNTER ANY DEBRIS LADEN SOIL, STRUCTURES NOT IDENTIFIED IN THE DOCUMENTS, OR OTHER SOURCE OF POTENTIAL CONTAMINATION, THEY SHALL IMMEDIATELY CONTACT THE ENGINEER AND OWNER. EROSION CONTROL MAINTENANCE ALL MEASURES STATED ON THE EROSION AN D SEDIMENT CONTROL PLAN AND IN THE STORM WATER POLLUTION PREVENTION PLAN, SHALL BE MAINTAINED IN FULLY FUNCTIONAL CONDITION AS REQUIRED BY ALL JURISDICTIONS UNTIL NO LONGER REQUIRED FOR A COMPLETED PHASE OF WORK OR FINAL STABILIZATION OF THE SITE. ALL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE CHECKED BY A CERTIFIED PERSON AT LEAST ONCE EVERY 7 CALENDAR DAYS AND WITHIN 24 HOURS OF THE END OF A 0.5" RAINFALL EVENT, AND CLEANED AND REPAIRED IN ACCORDANCE WITH THE FOLLOWING: INLET PROTECTION DEVICES AND BARRIERS SHALL BE REPAIRED OR REPLACED IF THEY SHOW SIGNS OF UNDERMINING, OR DETERIORATION. 1. ALL SEEDED AREAS SHALL BE CHECKED REGULARLY TO SEE THAT A GOOD STAND IS MAINTAINED. AREAS SHOULD BE FERTILIZED, WATERED AND RESEEDED AS NEEDED. FOR MAINTENANCE REQUIREMENTS REFER TO THE STANDARD SPECIFICATIONS. 2. SILT FENCES SHALL BE REPAIRED TO THEIR ORIGINAL CONDITIONS IF DAMAGED. SEDIMENT SHALL BE REMOVED FROM THE SILT FENCES WHEN IT REACHES ONE-THIRD THE HEIGHT OF THE SILT FENCE. 3. THE CONSTRUCTION ENTRANCE(S) SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT Y E TRACKING OR FLOW OF MUD ONTO PUBLIC RIGHTS -OF -WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING OF THE CONSTRUCTION ENTRANCES AS CONDITIONS DEMAND. 4. THE TEMPORARY PARKING AND STORAGE AREA SHALL BE KEPT IN GOOD CONDITION (SUITABLE FOR PARKING AND STORAGE). THIS MAY REQUIRE PERIODIC TOP DRESSING OF THE TEMPORARY PARKING AS CONDITIONS DEMAND. 5. ALL MAINTENANCE OPERATIONS SHALL BE DONE IN A TIMELY MANNER BUT IN NO CASE LATER THAN 2 CALENDAR DAYS FOLLOWING THE INSPECTION. TYPICAL OWNER/ENGINEER OBSERVATIONS CONTRACTOR SHALL NOTIFY OWNER AND/OR ENGINEER 48 HOURS IN ADVANCE OF THE FOLLOWING ACTIVITIES: - PRE -CONSTRUCTION MEETING, SUBGRADE PREPARATION, BASE INSTALLATION ASPHALT INSTALLATION, UNDERGROUND PIPING AND UTILITIES INSTALLATION, INSTALLATION OF STRUCTURES, CHECK VALVES, HYDRANTS, METERS, ETC., SIDEWALK INSTALLATION, CONNECTIONS TO WATER AND SEWER MAINS, TESTS OF UTILITIES EROSION CONTROL NOTES 1. THE STORM WATER POLLUTION PREVENTION PLAN (SWPPP") IS COMPRISED OF THE EROSION CONTROL PLAN, THE STANDARD DETAILS, THE PLAN NARRATIVE, ATTACHMENTS INCLUDED IN THE SPECIFICATIONS OF THE SWPPP, PLUS THE PERMIT AND ALL SUBSEQUENT REPORTS AND RELATED DOCUMENTS. 2. ALL CONTRACTORS AND SUBCONTRACTORS INVOLVED WITH STORM WATER POLLUTION PREVENTION SHALL OBTAIN A COPY OF THE STORM WATER POLLUTION PREVENTION PLAN AND THE STATE OF MN NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM GENERAL PERMIT (NPDES PERMIT) AND BECOME FAMILIAR WITH THEIR CONTENTS. 3. BEST MANAGEMENT PRACTICES (BMP'S) AND CONTROLS SHALL CONFORM TO FEDERAL, STATE, OR LOCAL REQUIREMENTS OR MANUAL OF PRACTICE, AS APPLICABLE. THE CONTRACTOR SHALL IMPLEMENT ADDITIONAL CONTROLS AS DIRECTED BY THE PERMITTING AGENCY OR OWNER. 4. SITE ENTRY AND EXIT LOCATIONS SHALL BE MAINTAINED IN A CONDITION THAT WILL PREVENT THE TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC ROADWAYS. ALL SEDIMENT SPILLED, DROPPED, WASHED, OR TRACKED ON A PUBLIC ROADWAY MUST BE REMOVED IMMEDIATELY. WHEN WASHING IS REQUIRED TO REMOVE SEDIMENT PRIOR TO ENTRANCE ONTO A PUBLIC ROADWAY, IT SHALL BE DONE IN AN AREA STABILIZED WITH CRUSHED STONE WHICH DRAINS INTO AN APPROVED SEDIMENT BASIN. ALL FINES IMPOSED FOR DISCHARGING SEDIMENT ONTO PUBLIC AREAS SHALL BE PAID BY THE CONTRACTOR. 5. TEMPORARY SEEDING OR OTHER APPROVED METHODS OF STABILIZATION SHALL BE INITIATED WITHIN 7 DAYS OF THE LAST DISTURBANCE ON ANY AREA OF THE SITE. 6. THE CONTRACTOR SHALL MINIMIZE CLEARING TO THE MAXIMUM EXTENT PRACTICAL OR AS REQUIRED BY THE GENERAL PERMIT. 7. CONTRACTOR SHALL DENOTE ON PLAN THE TEMPORARY PARKING AND STORAGE AREA WHICH SHALL ALSO BE USED AS THE EQUIPMENT MAINTENANCE AND CLEANING AREA, EMPLOYEE PARKING AREA, AND AREA FOR LOCATING PORTABLE FACILITIES, OFFICE TRAILERS, AND TOILET FACILITIES. 8. ALL WASH WATER (CONCRETE TRUCKS, VEHICLE CLEANING, EQUIPMENT CLEANING, ETC.) SHALL BE DETAINED AND PROPERLY TREATED OR DISPOSED. 9. SUFFICIENT OIL AND GREASE ABSORBING MATERIALS AND FLOTATION BOOMS SHALL BE MAINTAINED ON SITE OR READILY AVAILABLE TO CONTAIN AND CLEAN-UP FUEL OR CHEMICAL SPILLS AND LEAKS. 10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DUST CONTROL ON SITE. THE USE OF MOTOR OILS AND OTHER PETROLEUM BASED OR TOXIC LIQUIDS FOR DUST SUPPRESSION OPERATIONS IS PROHIBITED. 11. RUBBISH TRASH GARBAGE LITTER OR OTHER SUCH MATERIALS SHAL L BE DEPOSITED INTO SEALED CONTAINERS. MATERIALS SHALL BE PREVENTED FROM LEAVING THE PREMISES THROUGH THE ACTION OF WIND OR STORM WATER DISCHARGE INTO DRAINAGE DITCHES OR WATERS OF THE STATE. 12. ALL STORM WATER POLLUTION PREVENTION MEASURES PRESENTED ON THE PLAN SHALL BE INITIATED AS SOON AS IS PRACTICABLE. 13. ALL STAGING AREAS STOCKPILES, SPO LS ETC SHALL B I E LOCATED SUCH THAT THEY WILL NOT ADVERSELY AFFECT STORM WATER QUALITY. OTHERWISE, COVERING OR ENCIRCLING THESE AREAS WITH SOME PROTECTIVE MEASURE WILL BE NECESSARY. 14. CONTRACTOR SHALL BE RESPONSIBLE FOR RE-ESTABLISHING ANY EROSION CONTROL DEVICE WHICH THEY DISTURB. EACH CONTRACTOR SHALL NOTIFY THE OWNER'S REPRESENTATIVE OF ANY DEFICIENCIES IN THE ESTABLISHED EROSION CONTROL MEASURES THAT MAY LEAD TO UNAUTHORIZED DISCHARGE OR STORM WATER POLLUTION, SEDIMENTATION, OR OTHER POLLUTANTS. UNAUTHORIZED POLLUTANTS INCLUDE (BUT ARE NOT LIMITED TO) EXCESS CONCRETE DUMPING OR CONCRETE RESIDUE, PAINTS, SOLVENTS GREASES FUEL AND LUBRICANT OIL PESTICIDES AND ANY SOLID WASTE MATERIALS. 15. EROSION CONTROL DEVICES SHOWN ON THESE PLANS SHALL BE INSTALLED PRIOR TO THE START OF LAND -DISTURBING ACTIVITIES ON THE PROJECT. 16. ALL EROSION CONTROL DEVICES ARE TO BE INSTALLED IN ACCORDANCE WITH THE APPROVED PLANS AND SPECIFICATIONS FOR THIS PROJECT. CHANGES ARE TO BE APPROVED BEFORE CONSTRUCTION BY THE DESIGN ENGINEER AND THE CITY OF HANHASSEN ENGINEERING DIV ISION. 17. IF THE EROSION CONTROL PLAN AS APPROVED CANNOT CONTROL EROSION AND OFF -SITE SEDIMENTATION FROM THE PR OJECT, THE EROSION CONTROL PLAN WILL HAVE TO BE REVISED AND/OR ADDITIONAL EROSION CONTROL DEVICES WILL BE REQUIRED ON SITE. ANY REVISIONS TO THE EROSION CONTROL PLAN MADE BY THE CONTRACTOR MUST BE APPROVED BY THE ENGINEER. PAVING AND STRIPING NOTES 1. ALL PAVING, CONSTRUCTION, MATERIALS, AND WORKMANSHIP WITHIN JURISDICTION'S RIGHT-OF-WAY SHALL BE IN ACCORDANCE WITH LOCAL OR COUNTY SPECIFICATIONS AND STANDARDS (LATEST EDITION) OR MN/DOT SPECIFICATIONS AND STANDARDS (LATEST EDITION) IF NOT COVERED BY LOCAL OR COUNTY REGULATIONS. 2. ALL SIGNS, PAVEMENT MARKINGS, AND OTHER TRAFFIC CONTROL DEVICES SHALL CONFORM TO MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (M.U.T.C.D) AND CITY STANDARDS. 3. CONTRACTOR SHALL FURNISH ALL PAVEMENT MARKINGS FOR FIRE LANES, ROADWAY LANES, PARKING STALLS, ACCESSIBLE PARKING SYMBOLS, ACCESS AISLES, STOP BARS AND SIGNS, AND MISCELLANEOUS STRIPING WITHIN THE PARKING LOT AS SHOWN ON THE PLANS. 4. ALL EXPANSION JOINTS SHALL EXTEND THROUGH THE CURB. 5. THE MINIMUM LENGTH OF OFFSET JOINTS AT RADIUS POINTS SHALL BE 2 FEET. 6. ALL JOINTS, INCLUDING EXPANSION JOINTS WITH REMOVABLE TACK STRIPS, SHALL BE SEALED WITH JOINT SEALANT. 7. THE MATERIALS AND PROPERTIES OF ALL CONCRETE SHALL MEET THE APPLICABLE REQUIREMENTS IN THE A.C.I. (AMERICAN CONCRETE INSTITUTE) MANUAL OF CONCRETE PRACTICE. 8. CONTRACTOR SHALL APPLY A SECOND COATING OVER ALL PAVEMENT MARKING S PRIOR TO ACCEPTANCE BY OWNER FOLLOWED BY A COAT OF GLASS BEADS AS APPLICABLE PER THE PROJECT DOCUMENTS. 9. ANY EXISTING PAVEMENT, CURBS AND/OR SIDEWALKS DAMAGED OR REMOVED WILL BE REPAIRED BY THE CONTRACTOR AT HIS EXPENSE TO THE SATISFACTION OF THE ENGINEER AND OWNER. 10. BEFORE PLACING PAVEMENT, CONTRACTOR SHALL VERIFY SUITABLE ACCESSIBLE ROUTES (PER A.D.A). GRADING FOR ALL SIDEWALKS AND ACCESSIBLE ROUTES INCLUDING CROSSING DRIVEWAYS SHALL CONFORM TO CURRENT ADA STATE/NATIONAL STANDARDS. IN NO CASE SHALL ACCESSIBLE RAMP SLOPES EXCEED 1 VERTICAL TO 12 HORIZONTAL. IN NO CASE SHALL SIDEWALK CROSS SLOPES EXCEED 2% . IN NO CASE SHALL LONGITUDINAL SIDEWALK SLOPES EXCEED 5%. IN NO CASE SHALL ACCESSIBLE PARKING STALLS OR AISLES EXCEED 2% (1.5% TARGET) IN ALL DIRECTIONS. SIDEWALK ACCESS TO EXTERNAL BUILDING DOORS AND GATES SHALL BE ADA COMPLIANT, CONTRACTOR SHALL NOTIFY ENGINEER IMMEDIATELY IF ADA CRITERIA CANNOT BE MET IN ANY LOCATION PRIOR TO PAVING. NO CONTRACTOR CHANGE ORDERS WILL BE ACCEPTED FOR A.D.A COMPLIANCE ISSUES. 11. MAXIMUM JOINT SPACING IS TWICE THE DEPTH OF THE CONCRETE PAVEMENT IN FEET. GRADING AND DRAINAGE NOTES 1. PRIOR TO GRADING AND DURING THE GRADING OF THE SITE THE CONTRACTOR SHALL COORDINATE WITH THE CITY OF CHANHASSEN'S WATER RESOURCES COORDINATOR AT 952-227-1168. 2. GENERAL CONTRACTOR AND ALL SUBCONTRACTORS SHALL VERIFY THE SUITABILITY OF ALL EXISTING AND PROPOSED SITE CONDITIONS INCLUDING GRADES AND DIMENSIONS BEFORE START OF CONSTRUCTION. THE ENGINEER SHALL BE NOTIFIED IMMEDIATELY OF ANY DISCREPANCIES. 3. THE CONTRACTOR SHALL GRADE THE SITE TO THE ELEVATIONS INDICATED AND SHALL ADJUST BMP'S AS NECESSARY AND REGRADE WASHOUTS WHERE THEY OCCUR AFTER EVERY RAINFALL UNTIL A GRASS STAND IS WELL ESTABLISHED OR ADEQUATE STABILIZATION OCCURS. 4. CONTRACTOR SHALL ENSURE THERE IS POSITIVE DRAINAGE FROM THE PROPOSED BUILDINGS SO THAT SURFACE RUNOFF WILL DRAIN BY GRAVITY TO NEW OR EXISTING DRAINAGE OUTLETS. CONTRACTOR SHALL ENSURE NO PONDING OCCURS IN PAVED AREAS AND SHALL NOTIFY ENGINEER IF ANY GRADING DISCREPANCIES ARE FOUND IN THE EXISTING AND PROPOSED GRADES PRIOR TO PLACEMENT OF PAVEMENT OR UTILITIES. 5. CONTRACTOR SHALL PROTECT ALL MANHOLE COVERS, VALVE COVERS, VAULT LIDS, FIRE HYDRANTS, POWER POLES, GUY WIRES, AND TELEPHONE BOXES THAT ARE TO REMAIN IN PLACE AND UNDISTURBED DURING CONSTRUCTION. EXISTING CASTINGS AND STRUCTURES TO REMAIN SHALL BE ADJUSTED TO MATCH THE PROPOSED FINISHED GRADES. 6. BACKFILL FOR UTILITY LINES SHALL BE PLACED PER DETAILS, STANDARDS, AND SPECIFICATIONS SO THAT THE UTILITY WILL BE STABLE. WHERE UTILITY LINES CROSS THE PARKING LOT, THE TOP 6 INCHES SHALL BE COMPACTED SIMILARLY TO THE REMAINDER OF THE LOT. UTILITY DITCHES SHALL BE VISUALLY INSPECTED DURING THE EXCAVATION PROCESS TO ENSURE THAT UNDESIRABLE FILL IS NOT USED. 7. CONTRACTOR IS RESPONSIBLE FOR THE REMOVAL AND REPLACEMENT OF 6" OF TOPSOIL AT COMPLETION OF WORK. ALL UNPAVED AREAS IN EXISTING RIGHTS -OF -WAY DISTURBED BY CONSTRUCTION SHALL BE REGRADED AND SODDED. 8. AFTER PLACEMENT OF SUBGRADE AND PRIOR TO PLACEMENT OF PAVEMENT, CONTRACTOR SHALL TEST AND OBSERVE PAVEMENT AREAS FOR EVIDENCE OF PONDING. ALL AREAS SHALL ADEQUATELY DRAIN TOWARDS THE INTENDED STRUCTURE TO CONVEY STORM RUNOFF. CONTRACTOR SHALL IMMEDIATELY NOTIFY OWNER AND ENGINEER IF ANY DISCREPANCIES ARE DISCOVERED. 9. WHERE EXISTING PAVEMENT IS INDICATED TO BE REMOVED AND REPLACED, THE CONTRACTOR SHALL SAW CUT FULL DEPTH FOR A SMOOTH AND STRAIGHT JOINT AND REPLACE THE PAVEMENT WITH THE SAME TYPE AND DEPTH OF MATERIAL AS EXISTING OR AS INDICATED. 10. THE CONTRACTOR SHALL INSTALL PROTECTION OVER ALL DRAINAGE STRUCTURES FOR THE DURATION OF CONSTRUCTION AND UNTIL ACCEPTANCE OF THE PROJECT BY THE OWNER. ALL DRAINAGE STRUCTURES SHALL BE CLEANED OF DEBRIS AS REQUIRED DURING AND AT THE END OF CONSTRUCTION TO PROVIDE POSITIVE DRAINAGE FLOWS. 11. IF DEWATERING IS RE QUIRED, THE CONTRACTOR SHALL OBTAIN ANY APPLICABLE REQUIRED PERMITS, THE CONTRACTOR IS TO COORDINATE WITH THE OWNER, THE DESIGN ENGINEER, AND THE CITY'S WATER RESOURCE COORDINATOR (952-227-1168) PRIOR TO ANY EXCAVATION. 12. FIELD DENSITY TESTS SHALL BE TAKEN AT INTERVALS IN ACCORDANCE WITH THE LOCAL JURISDICTIONAL AGENCY OR TO MN/DOT STANDARDS. IN THE EVENT THAT THE CONTRACT DOCUMENTS AND THE JURISDICTIONAL AGENCY REQUIREMENTS ARE NOT IN AGREEMENT, THE MOST STRINGENT SHALL GOVERN. 13. ALL SLOPES AND AREAS DISTURBED BY CONSTRUCTION SHALL BE GRADED AS PER PLANS. THE AREAS SHALL THEN BE SODDED OR SEEDED AS SPECIFIED IN THE PLANS, FERTILIZED, MULCHED, WATERED AND MAINTAINED UNTIL HARDY GRASS GROWTH IS ESTABLISHED IN ALL AREAS. ANY AREAS DISTURBED FOR ANY REASON PRIOR TO FINAL ACCEPTANCE OF THE JOB SHALL BE CORRECTED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. ALL EARTHEN AREAS WILL BE SODDED OR SEEDED AND MULCHED AS SHOWN ON THE LANDSCAPING PLAN. 14. THE CONTRACTOR SHALL BE RESPONSIBLECONTROL OF DUST AND DIRT RISING FOR THE CONTR G AND SCATTERING IN THE AIR DURING CONSTRUCTION VIDE WATER SPRINKLING R C C ON AND SHALL PRO LI G O OTHER SUITABLE METHODS OF CONTROL. THE CONTRACTOR SHALL COMPLY WITH ALL GOVERNING REGULATIONS PERTAINING TO ENVIRONMENTAL PROTECTION. 15. SOD, WHERE CALLED FOR, MUST BE INSTALLED AND MAINTAINED ON EXPOSED SLOPES WITHIN 48 HOURS OF COMPLETING FINAL GRADING, AND AT ANY OTHER TIME AS NECESSARY, TO PREVENT EROSION, SEDIMENTATION OR TURBID DISCHARGES. 16. THE CONTRACTOR SHALL ENSURE THAT LANDSCAPE ISLAND PLANTING AREAS AND OTHER PLANTING AREAS ARE NOT COMPACTED AND DO NOT CONTAIN ROAD BASE MATERIALS. THE CONTRACTOR SHALL ALSO EXCAVATE AND REMOVE ALL UNDESIRABLE MATERIAL FROM ALL AREAS ON THE SITE TO BE PLANTED AND PROPERLY DISPOSED OF IN A LEGAL MANNER. 17. THE CONTRACTOR SHALL INSTALL ALL UNDERGROUND STORM WATER PIPING PER MANUFACTURER'S RECOMMENDATIONS AND MN/DOT SPECIFICATION. 18. ALL CONCRETE/ASPHALT SHALL BE INSTALLED PER GEOTECH REPORT, CITY OF CHANHASSEN AND MN/DOT SPECIFICATIONS. 19. SPOT ELEVATIONS ARE TO FLOWLINE OF CURB UNLESS OTHERWISE NOTED. 20. LIMITS OF CONSTRUCTION ARE TO THE PROPERTY LINE UNLESS OTHERWISE SPECIFIED ON THE PLAN. 21. IMMEDIATELY REPORT TO THE OWNER ANY DISCREPANCIES FOUND BETWEEN ACTUAL FIELD CONDITIONS AND CONSTRUCTION DOCUMENTS. 22. THE CONTRACTOR IS RESPONSIBLE FOR LOCATING AND PROTECTING EXISTING UTILITIES, AND SHALL REPAIR ALL DAMAGE TO EXISTING UTILITIES THAT OCCUR DURING CONSTRUCTION WITHOUT COMPENSATION. 23. BLEND NEW EARTHWORK SMOOTHLY TO TRANSITION BACK TO EXISTING GRADE. 24. ALL PROPOSED GRADES ONSITE SHALL BE 3:1 OR FLATTER UNLESS OTHERWISE INDICATED ON THE PLANS. ANY SLOPES STEEPER THAN 4:1 REQUIRE EROSION AND SEDIMENT CONTROL BLANKET. 25. ADHERE TO ALL TERMS AND CONDITIONS AS NECESSARY IN THE GENERAL N.P.D.E.S. PERMIT AND STORMWATER POLLUTION PREVENTION PLAN FOR STORMWATER DISCHARGE ASSOCIATED WITH CONSTRUCTION ACTIVITIES. 26. ADJUST AND/OR CUT EXISTING PAVEMENT AS NECESSARY TO ASSURE A SMOOTH FIT AND CONTINUOUS GRADE. 27. CONTRACTOR SHALL ENSURE MINIMUM GRADES ARE MET WITHIN PAVED AREAS, 1.2% FOR ASPHALT PAVING AND 0.6% FOR CONCRETE PAVING. 3RD PARTY TEST REPORTS REUD TEST REPORTS REQUIRED FOR CLOSE OUT INCLUDE, BUT ARE NOT LIMITED TO: - DENSITY TEST REPORTS - BACTERIOLOGICAL TESTS OF WATER SYSTEM - PRESSURE TEST OF WATER/SEWER - LEAK TESTS ON SEWER SYSTEM AND GREASE TRAPS - ANY OTHER TESTING REQUIRED BY THE AGENCY/MUNICIPALITY WATER STORM SEWER & SANITARY SEWER NOTES 1. THE CONTRACTOR SHALL CONSTRUCT GRAVITY SEWER LATERALS, MANHOLES, GRAVITY SEWER LINES, AND DOMESTIC WATER AND FIRE PROTECTION SYSTEM AS SHOWN ON THESE PLANS. THE CONTRACTOR SHALL FURNISH ALL NECESSARY MATERIALS, EQUIPMENT, MACHINERY, TOOLS, MEANS OF TRANSPORTATION AND LABOR NECESSARY TO COMPLETE THE WORK IN FULL AND COMPLETE ACCORDANCE WITH THE SHOWN, DESCRIBED AND REASONABLY INTENDED REQUIREMENTS OF THE CONTRACT DOCUMENTS AND JURISDICTIONAL AGENCY REQUIREMENTS. IN THE EVENT THAT THE CONTRACT DOCUMENTS AND THE JURISDICTIONAL AGENCY REQUIREMENTS ARE NOT IN AGREEMENT, THE MOST STRINGENT SHALL GOVERN. 2. ALL EXISTING UNDERGROUND UTILITY LOCATIONS SHOWN ARE APPROXIMATE. THE CONTRACTOR SHALL COMPLY WITH ALL REQUIREMENTS FOR UTILITY LOCATION AND COORDINATION IN ACCORDANCE WITH THE NOTES CONTAINED IN THE GENERAL CONSTRUCTION SECTION OF THIS SHEET. 3. THE CONTRACTOR SHALL RESTORE ALL DISTURBED VEGETATION IN KIND, UNLESS SHOWN OTHERWISE. 4. DEFLECTION OF PIPE JOINTS AND CURVATURE OF PIPE SHALL NOT EXCEED THE MANUFACTURER'S SPECIFICATIONS. SECURELY CLOSE ALL OPEN ENDS OF PIPE AND FITTINGS WITH A WATERTIGHT PLUG WHEN WORK IS NOT IN PROGRESS. THE INTERIOR OF ALL PIPES SHALL BE CLEAN AND JOINT SURFACES WIPED CLEAN AND DRY AFTER THE PIPE HAS BEEN LOWERED INTO THE TRENCH. VALVES SHALL BE PLUMB AND LOCATED ACCORDING TO THE PLANS. 5. ALL PIPE AND FITTINGS SHALL BE CAREFULLY STORED FOLLOWING MANUFACTURER'S RECOMMENDATIONS. CARE SHALL BE TAKEN TO AVOID DAMAGE TO THE COATING OR LINING IN ANY D.I. PIPE FITTINGS. ANY PIPE OR FITTING WHICH IS DAMAGED OR WHICH HAS FLAWS OR IMPERFECTIONS WHICH, IN THE OPINION OF THE ENGINEER OR OWNER, RENDERS IT UNFIT FOR USE, SHALL NOT BE USED. ANY PIPE NOT SATISFACTORY FOR USE SHALL BE CLEARLY MARKED AND IMMEDIATELY REMOVED FROM THE JOB SITE, AND SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. 6. WATER FOR FIRE FIGHTING SHALL BE MADE AVAILABLE FOR USE BY THE CONTRACTOR PRIOR TO COMBUSTIBLES BEING BROUGHT ON SITE. 7. ALL UTILITY AND STORM DRAIN TRENCHES LOCATED UNDER AREAS TO RECEIVE PAVING SHALL BE COMPLETELY BACK FILLED IN ACCORDANCE WITH THE GOVERNING JURISDICTIONAL AGENCY'S SPECIFICATIONS. IN THE EVENT THAT THE CONTRACT DOCUMENTS AND THE JURISDICTIONAL AGENCY REQUIREMENTS ARE NOT IN AGREEMENT, THE MOST STRINGENT SHALL GOVERN. 8. UNDERGROUND LINES SHALL BE SURVEYED BY A STATE OF MN PROFESSIONAL LAND SURVEYOR PRIOR TO BACK FILLING. 9. CONTRACTOR SHALL PE RFORM, AT HIS OWN EXPENSE ANY AN D ALL TESTS REQUIRED Q ED BY THE SPECIFICATIONS AND/OR ANY AGENCY HAVING JURISDICTION. THESE TESTS MAY INCLUDE, BUT MAY NOT BE LIMITED TO, INFILTRATION AND EXFILTRATION, TELEVISION INSPECTION AND A MANDREL TEST ON GRAVITY SEWER. A COPY OF THE TEST RESULTS SHALL BE PROVIDED TO THE UTILITY PROVIDER, OWNER AND JURISDICTIONAL AGENCY AS REQUIRED. 10. CONTRACTOR SHALL PRO VIDE FORA MINIMUM HORIZONTAL LEA C RANCE Of 10' AND A VERT ICAL CLEARANCE OF 18" BETWEEN WATER AND SANITARY SEWER MANHOLES AND LINES. 11. IF ANY EXISTING STRUCTURES TO REMAIN ARE DAMAGED DURING CONSTRUCTION IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO REPAIR AND/OR REPLACE THE EXISTING STRUCTURE AS NECESSARY TO RETURN IT TO EXISTING CONDITIONS OR BETTER. 12. ALL STORM PIPE ENTERING STRUCTURES SHALL BE GROUTED TO ASSURE CONNECTION AT STRUCTURE IS WATERTIGHT UNLESS OTHERWISE STATED BY CITY AND STATE DESIGN STANDARDS AND SPECIFICATIONS. 13. UNLESS OTHERWISE STATED IN CITY AND STATE DESIGN STANDARDS AND SPECIFICATIONS, ALL STORM SEWER MANHOLES IN PAVED AREAS SHALL BE FLUSH WITH PAVEMENT, AND SHALL HAVE TRAFFIC BEARING RING & COVERS. MANHOLES IN UNPAVED AREAS SHALL BE 6" ABOVE FINISH GRADE. LIDS SHALL BE LABELED "STORM SEWER". EXISTING CASTINGS AND STRUCTURES WITHIN PROJECT LIMITS SHALL BE ADJUSTED TO MEET THESE CONDITIONS AND THE PROPOSED FINISHED GRADE. 14. TOPOGRAPHIC INFORMATION IS TAKEN FROM A TOPOGRAPHIC SURVEY BY LAND SURVEYORS. IF THE CONTRACTOR DOES NOT ACCEPT EXISTIN G TOPOGRAPHY AS SHOWN ON THE PLAN S, WITHOUT EXCEPTION , THEN THE CONTRACTOR SHALL SUPPLY, AT THEIR EXPENSE, A TOPOGRAPHIC SURVEY BY A REGISTERED LAND SURVEYOR TO THE OWNER FOR REVIEW. 15. CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE GOVERNING CODES AND BE CONSTRUCTED TO SAME. 16. ALL STORM STRUCTURES SHALL HAVE A SMOOTH UNIFORM POURED MORTAR FROM INVERT IN TO INVERT OUT. 17. ROOF DRAINS SHALL BE CONNECTED TO STORM SEWER BY PREFABRICATED WYES OR AT STORM STRUCTURES. ROOF DRAINS AND TRUCK WELL DRAIN SHALL RUN AT A MINIMUM 1% SLOPE, UNLESS NOTED OTHERWISE, AND TIE IN AT THE CENTERLINE OF THE STORM MAIN. 18. ALL ROOF AND SANITARY SEWER DRAINS SHALL BE INSULATED IF T OF COVER CANNOT BE PROVIDED. 19. THE CONTRACTOR SHALL PROTECT EXISTING UNDERGROUND UTILITIES AND APPURTENANCES THAT ARE TO REMAIN FROM DAMAGE DURING CONSTRUCTION OPERATIONS. 20. THE LOCATION OF EXISTING UTILITIES, STORM DRAINAGE STRUCTURES AND OTHER ABOVE AND BELOW -GRADE IMPROVEMENTS ARE APPROXIMATE AS SHOWN. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE EXACT LOCATION, SIZE AND INVERT ELEVATIONS OF EACH PRIOR TO THE START OF CONSTRUCTION. 21. A MINIMUM OF S SEPARATION IS REQUIRED BETWEEN UTILITIES AND TREES UNLESS A ROOT BARRIER IS UTILIZED. 22. GAS, PHONE AND ELECTRIC SERVICES SHOWN FOR INFORMATIONAL PURPOSES ONLY. DRY UTILITY COMPANIES MAY ALTER THE DESIGN LAYOUT DURING THEIR REVIEW. CONTRACTOR TO COORDINATE FINAL DESIGN AND INSTALLATION WITH UTILITY COMPANIES. 23. COORDINATE UTILITY INSTALLATION WITH IRRIGATION DESIGN AND INSTALLATION. 24. ALL DIMENSIONS ARE TO FLOW LINE OF CURB UNLESS OTHERWISE NOTED. PERIMETER WALL DIMENSIONS ARE TO INSIDE WALL FACE. REFERENCE ARCHITECTURAL PLANS FOR EXACT WALL WIDTH AND SPECIFICATIONS. 25. REFERENCE ARCHITECTURAL PLANS (BY OTHERS). FOR EXACT BUILDING DIMENSIONS, AND MATERIALS SPECIFICATIONS. 26. REFERENCE M.E.P. PLANS (BY OTHERS) FOR MECHANICAL EQUIPMENT DIMENSIONS AND SPECIFICATIONS. 27. CONTRACTOR SHALL REFERENCE STRUCTURAL PLANS (BY OTHERS) FOR MECHANICAL EQUIPMENT DIMENSIONS AND PAD PREPARATION SPECIFICATIONS. 28. CONTRACTOR SHALL REFERENCE M.E.P PLANS (BY OTHERS) FOR LIGHT POLE WIRING. to z z w 0 U U O U z w w f- U O co ¢ z z z O_ w Y 0 N 0 N m p O U W wz¢ az-�a, K p-n w za jLLF wwo3aa0W F KF W� <WWwwa W -U2 H K K J } } w wf3z a a a Y- V W LL K� w y m z O w x d z Ku p F K Z =��FW LiZ3 o z a�a U O N x O -Itco x(o N m ¢ to U o w m w � vpi O U V) W 0 Z _O W ~ W U Z 0 co) = LLLJ O it 00- LL. W co c> Lu 0 0 Z 0m aa0 LLj(� a (� T Q W U) Z co � U a J v Lij SHEET NUMBER a C0.1 FOR REFERENCE ONLY W Q 0 Fz CL O 0 CV O N O N An N N a U O 3 70 fn LI I- O Z J W Z LU C� 0 N N N L co C i0 a 0 Q C N 0 M Z N N L C f6 .L 0 W O g O F_ Q Lu _ O DO z Q 2 5 LU 0 JI H Y VICINITY MAP ALTA/NSPS LAND TITLE SURVEY FOR: s-i2-avcw R.GP. Q NOT TO SCALE I D Kimley-Horn & Associates Inc. I F' JDv ps aFS RE-A2a&i -'�- 11 LEGAL DESCRIPTION Lot 3, Block 1, Crossroads of Chanhassen, Carver County, Minnesota. i� A-12-OVO4 /ARP.E S vwnasu °XAN"°'r s Abstract Property GENERAL SURVEY NOTES: J I A6 ���D// . a 'a'� �� ,.(dIII 1. The orientation of this bearing system Is based on the Carver County coordinate grid (NAD 83-2011 Adj.). .rfv,v e-) I {'v ah'lW' rK D / a c� Ij 1 - ,'� y e . s LlYW sue I �Q��i 2. The legal description and easement information used In the preparation of this survey is based on the ls- r;.?r�e+�� I +/ .,D+'t IS +E.slta(Ae•}`•:• •' `.d. Commifinent far Title insurance prepared by Chicago Title Insurance Company, Commitment No. 302723 dated Jv C r I i f�' rc„Vr7dfsr} a '.. March 23, 2020. i^ T J, a. , _ .. ...12=exY° AC P .. • , 4 • ® . .4 .. . � .• "; . SITE —_ �•. b' OPTIONAL TABLE A ITEMS: ,ts, j.D I - 1 ,, • s: .'a ann aye O• .- -- -__... - - --._ _..- vr,t yr /' / / .• .. • ;: + - !• ', ,eP� 1. Monuments have been placed at all major corners of the property described hereon, unless already marked or ,4 I / r. ♦ •: = e7UE. •�r921.7p 4 ••, 1ti �,, g, ,.• +: a a' , referenced by existing monuments or witnesses in close proximity to the comer. 2. The address of the property described hereon is 8941 Crossroads Boulevard, Chanhassen, Minnesota 55317 I 3 / I / { O // m ,its-sxi9e ' •e . .a a . + weaweaw 3. The property described hereon Iles within Flood Zone X (areas determined to be outside the 0.2% annual chance /"'�-e,�� I / I ! i �, / .�" . 7.C�487• E1 ,. , �, ° d ' . e �' p a ZrZ msrsw floadplaln) per Federal insurance Rate Map No. 27019C 0233 D. dated December 21, 2016. • c 4. The total area of the property described hereon is 34,691 square feet or 0.79640 acres. A ° !" `"-- I h I E. / +•€�9t25(NE) S .' - ° . ' + •• . as _1, a, a, . 6a. No zoning report or letter was received from the Insurer pursuant to Optional Table A Item 6(a) of Table A. as Oar :,a a°2- set forth in the 2016 Minimum Standard Detail Requirements far ALTA/NSPS Land Title Surveys. I ! "�� // j�.ey 6a _•r 4� 4• '°' 7a. No buildings were observed during the course of this survey. 1 a /✓ C °' , 7bl. No buildings were observed during the course of this survey. su �--/7EM 12 619 • a-d.' . . e 7c. No buildings were observed during the course of this rvey. �r10-FOOT WIDE DRAINAGE 3 UTILITY F' _ EASEMENT PER PLAT OF CROSSROADS 8. Substantial features observed 3n the process of conducting the fieldwork are depicted hereon. CHANHASSEN o ® .: 9. No parking spaces were observed during the course of this survey. P sn N / '' om �.� z ^ ^ ^ ..ed. .a'T w 11. Existing utilities, services and underground structures shown hereon were located either physically, from existing o :. ` \ '� / i0 /N 1-} /-1 ..' .�` �> A n v ;' . -<.. , r records made available to us, b resident testimony, orb locations provided b Gopher State One Coil, r /'1 L/ o m Y Y Y P Y oP PB man Ticket No. 201053513. However, lacking excavation, the exact location of underground features cannot be accurately, completely and reliably depicted. More additional or more detailed Information is required, the ra' Rtr," y w o r Jrtr client Is advised that excavation may be necessary. Other utilitles and services may be present and verification ! j / ElEygrpy c9�F2ET waao� and location of all utilities and services should be obtained from the owners of the rejective utilities prior to 1 ^y-o .:e / plAlesel omwoO a any design, planning or excavation. ��P, • m yr iv CCow RAAfp • ' ` ee . w a N 13. The names of adjoining owners according to current tax records are depicted hereon. (rYP`J .a + t �,"' { °: ° .'° wv)ZN 16. As of the dote of this survey there is no observable evidence of current earth moving work, building j ry J aL + 2W0W construction or bulking additions on the property described hereon. m I a r/ J •. a ! ale >V.� 0 60 z� o_=a 19. The plottable offsite easements or servitudes disclosed in documents provided to the surveyor are depicted 25N7 hereon. �; I �� e: �,;: ( NOT TO SCALE T SURVEY ITEMS PER SCHEDULE B: I nr / O ITEM 12: Drainage and utility easements as shown on the Plot of Crossroads of Chanhassen.• FOUND IRON MONUMENT Sold easements affect the surveyed property and are depicted hereon. • SET IRON MONUMENT MARKED I ry ® ITEM 13: Final Certificate, In the matter of condemnation of certain lands for public purposes, dated January 17, WITH s 1 7 r0 v TH LICENSE NUMBER 47476 1997, recorded January 27, 1997, as Document No. 206358. j i� j x ' ;' ° .; ° •a '+ , : n r_ Said Final Certificate does not affect the surveyed property, and is depicted hereon for reference. All temporary easements described in sold Final Certificate expired December 31, 1997 894tCROSSROAOS80ULEVARO 4 :r4: '' v ,- LEGEND p Y p CHANHASSEN, A(INNESOTA 55317 A a. d j s _a � '° ��' �'. ,:. ITEM 14. Terms and conditions of right of access In favor of State of Minnesota, described in Warranty Deed doted SANITARY MANHOLE January 24, 20D2, recorded January 28, 2002, as Document No. 306531. A, e° Said terms and conditions do not affect the surveyed property. The surveyed property Is part of an Q. _ 'A • STORM MANHOLE underlying portion of a larger parcel of land that is listed as an exception to Tract A in said Warranty a� .` s� d', i ®eR® CATCH BASIN Deed. No plottable items w depict. I i r GATE VALVE ITEM 15. Terms and conditions of Easement for State Highway No. 101, as shown on county half section maps and _d_; HYDRANT the Plat of Chanhassen Hills 3rd Addition. ° s j ° % ''' , © HANDHOLE Said terms and conditions do not affect the surveyed property. No plottable Items to depict, j1i j % t% a - . •+ ° UGH7 ITEM 16; Access control as shown on Minnesota Deportment of Transportation Right of Way Plat No. 10-17 recorded e j a • $-,, '� • +'q' . - SIGN October 19, 2004, as Document No. A-399301. Sold access control does not affect the surveyed property, and is depicted hereon for reference. 3 1 1t J e ' • ''� • BOLLARD Ye P P Y= P' e LIMITED ACCESS t � +.r: - • ; Y . z ITEM 17; Terms and conditions of Development Contract, dated May 27, 2008, recorded June 2, 2008 as Document 4' s SANITARY SEWER No. 484405. Amended by Amendment to Development Contract, dated July 28, 20013, recorded September p a`. A" ss STORM SEWER S. 2008 as Document No. 488856. --1 R.F-920.05 v ® Said terms and conditions affect the surveyed property. No plottable items to depict. R.£=920.00 _- - '°' '. - _ . s WATERMAIN I A€-9180(SE) � �� L€-ss.9ts9 _ � 4° "a' A ' E UNDERGROUND ELECTRIC iiEM 18: Terms and conditions of Declaration of Easements, Covenants and Restrictions. dated September 24, 2008, - - �' i + ' $ ' 4 ' G UNDERGROUND GAS recorded October 3, 2008 as Document No. 490037. Amended by First Amendment to Declaration of Easements, Covenants and Restrictions dated May 9, 2013, recorded May 13. 2013 as Document No. 576723, OR TREE Said terms and conditions affect the surveyed property. Access easements are granted across Lots I, 2 and 3 of Block 1, Crossroads of Chanhassen. Said easements are not defined, but are referenced to the -eaRar P.V.G O BITUMINOUS SURFACE site plan contained In sold document. The document provided contains on illegible copy of said site plan. ! I I _ CONCRETE SURFACE No plottable Items to depict. I I aS .27--MI4 gap .E R.E. ®92151 EM LANDSCAPE SURFACE IT19: Resolution No. 2008-41 by the City of Chanhassen, dated July 14, 2008, recorded December 11. 2008 as Document No. 492783. ie-.wcm P. xG [ I fPER PUN) -R.E.=92a7f e + s - ' RZ-92352 Said resolution vacates a portion of 'Old Highway 101.' Said resolution does not affect the surveyed r I tE-9r5afx2 s-WCH ay. a. t€"Ew°' v c 1Ra AN PLACE property. No plottable Items to depict. I i 1 I-s-mclr sERwcF aS LE-9t5 �E) — j SRiB PER PLAN AE-9154 A5-7NLY1 MO.P.E y jV@ 44 JZ MCN R.C.P. IlEkf 20 Terms and conditions of Site Plan Agreement dated March 10, 2008, recorded April 21, 2009 as Document as i I N90'�0'00'W 199.20 "s 55 IEEE CavmoL m PLACE Sold terms and conditions appear to affect to Lot 1, Block 1, Crossroads of Chanhassen- No reference is v -24-AICH RARE made in said document to the surveyed property. ' SERWOF SMOG- T �; I d ITEM 21: Terms and conditions of Restrictions dated May 25, 2012, recorded May 29, 2012 as Document No. s s s s s s sxx vLAw dd 555760. 5 I �R.E+92r.ao ( ^a-rn�1 P'kt< , �' �v.G s- Said terms and conditions affect the surveyed property. No plottable items to depict. 4' n+ w _wAOM MAN 1 -? , m car als05 4w} ITEM 22: Terms and conditions of Restrictions dated May 25, 2012, recorded May 29, 2012 as Document No. i w �.--®.--.---- •w---- w r w.--_""-----.,..—w R----.- !F':»or2r Y Y I ro-Aff" w frRu N 'F.-su2-o•1 aP ,r =9r2 a±rj 555760. 'r vtad" Said terms and conditions affect the surveyed property. No plottable items to depict. s j 4€-910 rfiq OWNER: KRAUS-ANDERSON INC. 8971 CROSSROADS BOULEVARD ra a A [ I CHANHASSEN. MINNESOTA 55317 1 ARE.-97279 I � t :. ( ete7ra • � P.I.D. 25-24-80-020 ..-area's) CERTIFICATION: - -- - - -- - u I v' corporation, . a Minnesota Incorporated. , and Chlca , Kraus -Anderson oration To Christian Brothers Automotive Corporation, Incor o g aavcreErE cum..- r � � r - R P o P ( fry) Title Insurance Company : �Ss - This is to certify that this map or plat and the survey on which it is based were made in accordance with the 2016 Minimum Standard Detail Requirements for ALTA/NSPS Land Title Surveys, jointly established and adopted by ALTA ell r L /YT ••2f-WCR RoRE and NSPS, and includes Items 1, 2, 3, 4, 6(a), 7(o), 7(b)(1), 7(c), 8, 9, 11. 13, 16, and 19 of Table A thereof, The -R.€-s2256 fieldwork was completed an April 22, 2020. I.E-ERa9av aroma /N PLACE I A A 1 r r A ^ r- A t Gi v fi 1'Z 1 V r1 rI .�' �.' I-- 1 V Date ,ofoPlot or Map: May 5, 2020 Eric A. Roeaer Minnesota License No. 47476 eroeser0efnsurvey. com FIELD BOOK I PAGE DRAWN BY: JOB NO. 39077 CHECKED BY: FILE NO. ER 1:11T b9NlM ALTA/NSPS LAND TITLE SURVEY SURVEY FOR: Kimely-Horn & Associates Inc. PROPERTY ADDRESS: 1229 Tyler Street NE, Suite 100 Minneapolis, Minnesota 55413 8941 Crossroads Boulevard aid V , PHONE: (612) 466-3300 Chanhassen, Minnesota 55317 FAX: (612) 466-3383 Egan, field & Nowak, Inc. WWW.EFNSURVEY.COM COPYRIGHT 0 2020 By EGAN, FIELD 8c NOWAK, INC. Land surveyors since 1872 U) Z O W Of O Z Z ' W F- 0 m ON2W 'TNO I- rn 2 CD o W m w Y ^ 3 U W ii v+ Z O J U a U Z Z O Q W LU L_ r 0 LL H No 0 0 W � 0 O > LUm Z Z m W 0 V a F z r Q rLU n Z co = U _ a v J LLI SHEET NUMBER C0.2 a CL O N O N 0 N ai N `m t O 3 Z J D_ w 2 O W 00 Z Q 5 LU 0 JI Y EROSION CONTROL PLAN NOTES LEGEND 1. ALL PERIMETER SILT FENCE AND ROCK CONSTRUCTION ENTRANCES SHALL BE INSTALLED PRIOR TO PROPERTY LINE WATER RESOURCES NOTE: CONSTRUCTION. CITY OF CHANHASSEN CONTRACTOR TO COORDINATE REMOVE BITUMINOUS SURFACE X EXISTING TREE WATER RESOURCES ALL EROSION CONTROL PLAN 2. THE CONTRACTOR SHALL INSTALL CATCH BASIN EROSION CONTROL MEASURES. PROTECTION � ' REMOVE CONCRETE SURFACE / COORDINATOR ITEMS WITH THE CITY WATER j �T'' 3. WITHIN TWO WEEKS (14 DAYS) OF SITE GRADING, ALL DISTURBED AREAS SHALL BE STABILIZED WITH -- 7700 MARKET BOULEVARD RESOURCES COORDINATOR. SEED, SOD, OR ROCK BASE. REFER TO LANDSCAPE PLANS FOR MATERIALS. CLEARING & GRUBBING P. O. BOX 147 / 7� ® INLET PROTECTION CHANHASSEN, MN 55317 4. ALL EROSION CONTROL MEASURES SHALL BE INSTALLED AND MAINTAINED IN ACCORDANCE WITH CITY, v ROCK CONSTRUCTION ENTRANCE STATE, AND WATERSHED DISTRICT PERMITS. TELEPHONE: (952) 227-1168 / / i FULL DEPTH SAWCUT CONTACT: MATT UNMACHT i /j 5. THE CONTRACTOR SHALL MAINTAIN ALL EROSION CONTROL MEASURES, INCLUDING THE REMOVAL OF i r/ �11 ll 1 ll l 'If Ir SILT IN FRONT OF SILT FENCES DURING THE DURATION OF THE CONSTRUCTION. REMOVE CONCRETE CURB & GUTTER LIMITS OF CONSTRUCTION (OFFSET FOR 6. ANY EXCESS SEDIMENT IN PROPOSED BASINS SHALL BE REMOVED BY THE CONTRACTOR. CLARITY) / J / i\ �,/ / 7. REMOVE ALL EROSION CONTROL MEASURES AFTER VEGETATION IS ESTABLISHED. 0-ELC EXISTING OVERHEAD POWER LINE / x z x- EXISTING CHAINLINK FENCE 8. THE CONTRACTOR SHALL REMOVE ALL SOILS AND SEDIMENT TRACKED ONTO EXISTING STREETS AND n n EXISTING J-BARRIER PAVED AREAS AND SHALL SWEEP ADJACENT STREETS AS NECESSARY IN ACCORDANCE WITH CITY EXISTING RETAINING WALL REQUIREMENTS. D EXISTING SANITARY SEWER 9. IF BLOWING DUST BECOMES A NUISANCE, THE CONTRACTOR SHALL APPLY WATER FROM A TANK TRUCK > EXISTING STORM SEWER TO ALL CONSTRUCTION AREAS. ij - EXISTING WATERMAIN A",r- 10. IN THE EVENT OF FROZEN SOILS, THE CONTRACTOR MAY UTILIZE BID LOGS WITH THE APPROVAL FROM GAS EXISTING GAS MAIN THE CITY'S EROSION CONTROL INSPECTOR. THE CONTRACTOR IS TO PROHIBIT SEDIMENT DISCHARGE TEL EXISTING UNDERGROUND TELEPHONE FROM THE SITE. CTV EXISTING UNDERGROUND CABLE 11. A PRE -CONSTRUCTION MEETING SHALL BE HELD WITH THE CITY WATER RESOURCES COORDINATOR AND - -. -; -- - -- - EXISTING CONTOUR EROSION CONTROL SHALL BE INSTALLED AND INSPECTED BY THE WATER RESOURCES COORDINATOR PRIOR TO COMMENCING WORK UNDER THIS AGREEMENT. A PLAN SHOWING HAUL ROUTES WILL BE ` s - - - EXISTING CURB & GUTTER WATER FROM THE SITE DRAINS VIA SURFACE / //,G, r / < / REQUIRED FOR APPROVAL AT THIS MEETING AS OUTLINED IN THE IMPROVEMENT AGREEMENT. EXISTING SIGN SHEET FLOW TO THE EXISTING PUBLIC STORM ` It -A / / 0 EXISTING FLARED END SECTION SEWER SYSTEM, WHICH FLOWS NORTH AND / / EAST TO PUBLIC STORM SEWER SYSTEM AT co i EXISTING STORM MANHOLE THE INTECROSSROADS BOULEVARD D SECTION AND EVENTUALLY / / / OF MNI 01 AND< ' e. III �/% SEQUENCE OF CONSTRUCTION: ®p EXISTING STORM CATCHBASIN TO LAKE RILEY SOUTHEAST OF THE SITE /// �, ` ° \,\ // ® EXISTING GAS METER UPON IMPLEMENTATION AND INSTALLATION OF THE FOLLOWING AREAS: TRAILER, PARKING, 9 EXISTING ROOF DRAIN \ LAYDOWN, PORTA-POTTY, WHEEL WASH, CONCRETE WASHOUT, FUEL AND MATERIAL STORAGE 0 EXISTING GATE VALVE / ,' <° CONTAINERS, SOLID WASTE CONTAINERS, ETC., THE CONTRACTOR SHALL IMMEDIATELY DENOTE ,\ ° PROTECT IN PLACE n , a s y � THEM ON THE SITE MAPS AND NOTE ANY CHANGES IN LOCATION AS THEY OCCUR THROUGHOUT16- EXISTING TREES EXISTING HYDRANT A e /- a THE CONSTRUCTION PROCESS. a AND PLANTER, TYP. EXISTING ELECTRICAL METER ` _ < BMP AND EROSION CONTROL INSTALLATION SEQUENCE SHALL BE AS FOLLOWS: A 922e < / EXISTING GUY WIRE / _ 1. INSTALL INLET PROTECTION AT EXISTING STORMWATER CULVERTS. -0- EXISTING POWER POLE EXISTING LIGHT POLE / / /jj / // / �I' I I�•I\�_� I .. - ` / - -' / a 2. CONSTRUCT STABILIZED CONSTRUCTION ENTRANCE (1), CONCRETE WASHOUT PIT (1) AND INSTALL SILT FENCE. EXISTING TREE /! / !✓ /� /i s I 1 I I I I I, I / d 3. PREPARE TEMPORARY PARKING AND STORAGE AREA. EXISTING TREE LINE / ✓ / / / / ^ I I /' 4. PERFORM CLEARING AND GRUBBING OF THE SITE. PERFORM MASS GRADING. ROUGH GRADE TO ESTABLISH PROPOSED DRAINAGE PATTERNS. DEMOLITION PLAN NOTES �' I I I I I I I I I { I I I I I I C • 5. START CONSTRUCTION OF THE BUILDING PAD AND STRUCTURES. 1. THE CONTRACTOR IS RESPONSIBLE FOR THE DEMOLITION, REMOVAL, AND DISPOSAL (IN A LOCATION APPROVED PROTECT IN PLACE EXISTING / i� I I I I I I I I I I I I I I I I 1 V I UTILITIES (TYP.) // /CJ�.�/[,16. TEMPORARILY SEED WITH PURE LIVE SEED, THROUGHOUT CONSTRUCTION, DISTURBED BY ALL GOVERNING AUTHORITIES) ALL STRUCTURES, PADS, WALLS, FLUMES, FOUNDATIONS, PARKING, DRIVES, AREAS THAT WILL BE INACTIVE FOR 14 DAYS OR MORE OR AS REQUIRED BY NPDES AND/OR DRAINAGE STRUCTURES, UTILITIES, ETC. SUCH THAT THE IMPROVEMENTS ON THE PLANS CAN BE . CONSTRUCTED. ALL FACILITIES TO BE REMOVED SHALL BE UNDERCUT TO SUITABLE MATERIAL AND BROUGHT TO PROTECT IN PLACE I I I I I I I I I { I I I I I CITY OF CHANHASSEN GRADING PERMIT. // j EXISTING TREES, fIIIIII(TYP.) IIIIIIIIIII{IIIIIIIIIIIIIIIIII IIIII I O I �'I tT� I I I I I I I I I I I I I I I I I I I I I I I II I I I I I I I I f I I I I I I I I I I I/II I I I I I ) I I I II'' d PH I BMP QUANTITIES ` i/ / �� IIII�IIIIlllllltllllllll{IIIIIII�I�IIIIIIIII{IIIIIIIIIIiII{IIII}IIIIIIP / /// � •% ��`r ,• •fir I I 'f I I I I I i I i i I I I I I I III I I I I I I I /I I I I I I IIII ° �' HEAVY DUTY SILT FENCE - I- s22-}' I I I I I I I ° d r I I I I! I l f l I II I' %, INLET PROTECTION 441 `�/ I I l l I EXISTING SIGN TO BE REMOVED I I I I I I I I I I I I I I I I I I I I `� I SITE DATA TABLE / J I`I •'I I �1 I I I I' I I I i I l 111I I l 1111111111111I 111111111 I1I�1 I I IIIfff I rya O r I I V I REMOVE EXISTING I I I I I I I I I I I I I i l l l l I I I 'T I I I / / y i i CURB RAMP I I I I I I I I I I I i l l l l l i l i{( I I I ILI i I I I I i i I i I I I I I I I I I I I I I I I I I It i III 1 II1111111111�1111111111111111111111111111111111{IIIIIIII�IIIIIIIIIIIIIiIi d° -CO •/•//�/' PROTECT IN PLACE EXISTING STORM SEWER 111 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I\ t I I I I I I I I / t ) / y I I I I 1 1 1 11 I I I I I I i l l l l l l l l l l I0/I I I /I I I i� I t11` I I I I i l l l l► I I I I I I i l l l l I I I I I I I I I I I I I I I O •�.. +r`I /I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I %i I I I I I I I I III I I I I I I I I I I I I I I I I I I i lI�1 l 1 l 1Il if Il l I Ii I II ITIIILd`°a d°- - _J ±290 LF 4 EA. TOTAL PROPERTY AREA 0.80 AC TOTAL DISTURBED AREA 0.94 AC EXISTING IMPERVIOUS AREA 0.01 AC EXISTING PERVIOUS AREA 0.79 AC PROPOSED IMPERVIOUS AREA 0.55 AC PROPOSED PERVIOUS AREA 0.25 AC // I I I REMOVE EXISTING / 11/�{ ICURBRAMP iIIIIIIIIIIIIIIIIIIiIIIIIIIIIIIIIIIiIIIIIIIIIIih��IIIIIIIIiIIIII, IIIII�{ d KEYNOTE LEGEND / / � 1� l lllilllllll11111111Illlllltlllilillllllllllll'0�'6"s%jII11111111111111111111�1111111111111111 a - / CONTRACTOR TO / I / I r I I I I "1; I I I I I I I I I I I ( 1 I I I I ( I I I I I I �1 INLET PROTECTION I I I I I I �p I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I PROVIDE PEDesrRIAN DETOUR ROUTE DURINGl, l, REMOVAL OF SIDEWALK // / T\ I I I PROTECT IN PLACE I I I a, I I I I I I I { I I I I I I I 1 ( I I I I I I ` i i "� OB SILT FENCE AND DRIVEWAY r/ I l EXISTING TREE (TYP.) \ ! < \ / I/,J I l l l l l l l l l l l l i l l l l l l l i l l l l l l l •.� I II \II °.. �\ , /1 I / I I I I I I I I I I I I l i t i l l l I I I ;11 II I Ti I `L I 11 I I I I I I I I I I I 11 I I I I I I I I I I I I I i l l l l l fi I I I I l 1! I_-I-t °S� I I I I I I I I I I I I I� I I I I I I I I I i l l l l l l i l i h/I I I I' Y I{ a /I�I Ill vl I' I PROTECT IN PLACE EXISTING ll - 27- HDPE STORM SEWER - A 1 I ••� ; 1 I CONCRETE WASHOUT AREA I I I I ( I I CONSTRUCTION H I I i l l l l l l l l l I I I I I I RELATED ITEMS I I I I I I I I I IIIIII1111111111IIIIIIIIII11II11111111I111{II111111111 iIIIIIiIIIIlllllllillllllllll111111 Ce%d�• '4 ` i I92t I I I I I I I I L zaa I I I I I I I I IA I I I I I I 1 1 1 1 1 1 1 1 1 1 1 I! �• I I I I I I I I `I I I I I I I I I I I�' I I I I I I I I I I I I� I I I I I ' �I� � 1(1 11 I / I I I I I I I I I� ICI I I I I 1 1 I I IIIIIII 11 111 1 I 1{ I I I I',�I I I I I I I I I I I i1 ^ d" II Ili/,' 1�!IIIIIII IIIIIIIIIIIIIIItJ it III IIIIII IIIIIIIII IIiIIIIIIIII11111111II�VIIhIIII'� I l A _ I I a i l I I A REMOVE IX. WATER STUB TO MAIN, I 1 I I i „ I I ( I I � I 1 I I i ( I I li I I. ,�' - �: CAP PER CITY OF CHANHASSEN / I I I I I I I (i I I I 1 ( I I I I I I/ I I I! `7 / STANDARDS AND SPECIFICATIONS.I \ \t ���.'. 'yl7 t `Ir.r� "'r•.. i. I I� J'.�. _...e <� I REMOVE EX. WATER STUB TO MAIN, CAP PER CITY OF CHANHASSEN I I I ,I- �I I I G ? PROTECT IN PLACE / STANDARDS AND SPECIFICATIONS I I I /i I I I I I I I /• EXISTING TREE (TYPJ -LG sb7��s`� I I PROTECT IN PLACE EXISTING v I ° `• 8" SANITARY SEWER PROTECT IN PLACE EXISTING PROTECT IN PLACE EXISTING I G I I W 10" DIP WATERMAIN \ 8" PVC SANITARY SEWER < j 7 PROTECT IN PLACE %- EX. STORM SEWER I I 0 w 0 Z O U) W x 0 Z GRADE WITH SUITABLE COMPACTED FILL MATERIAL PER THE PROJECT DOCUMENTS. y w 0 2. THE CONTRACTOR IS RESPONSIBLE FOR REMOVING ALL DEBRIS FROM THE SITE AND DISPOSING THE DEBRIS IN w Z ;� w A LAWFUL MANNER. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL PERMITS REQUIRED FOR 4 Z O f N DEMOLITION AND DISPOSAL. CONTRACTOR SHALL PROVIDE COPIES OF THE PERMIT AND RECEIPTS OF DISPOSAL w 0 ti w w OF MATERIALS TO THE OWNER AND OWNERS REPRESENTATIVE. Z a a F F aaw0 w 3. THE CONTRACTOR SHALL MAINTAIN ALL UTILITY SERVICES TO ADJACENT PROPERTIES AT ALL TIMES. UTILITY y 3 a O W z SERVICES SHALL NOT BE INTERRUPTED WITHOUT APPROVAL FROM THE CONSTRUCTION MANAGER AND x v� w W z 0 COORDINATION WITH THE ADJACENT PROPERTIES AND/OR THE CITY. r m,0 15z S w awwww z 4. THE CONTRACTOR SHALL COORDINATE WITH RESPECTIVE UTILITY COMPANIES PRIOR TO THE REMOVAL AND/OR o > -O-i O N RELOCATION OF UTILITIES. THE CONTRACTOR SHALL COORDINATE WITH THE UTILITY COMPANY CONCERNING LL O � w PORTIONS OF WORK WHICH MAY BE PERFORMED BY THE UTILITY COMPANY'S FORCES AND ANY FEES WHICH n p ¢ p i aS a ARE TO BE PAID TO THE UTILITY COMPANY FOR THEIR SERVICES. THE CONTRACTOR IS RESPONSIBLE FOR w w < a m o PAYING ALL FEES AND CHARGES. i c¢i Z� � w O K U < Z w 5. THE LOCATIONS OF ALL EXISTING UTILITIES SHOWN ON THE PLAN HAVE BEEN DETERMINED FROM THE BEST w wp¢ <7Z Z r INFORMATION AVAILABLE AND ARE GIVEN FOR THE CONVENIENCE OF THE CONTRACTOR. THE ENGINEER = � i = w z o ASSUMES NO RESPONSIBILITY FOR THEIR ACCURACY. PRIOR TO THE START OF ANY DEMOLITION ACTIVITY, THE CONTRACTOR SHALL NOTIFY THE UTILITY COMPANIES FOR LOCATIONS OF EXISTING UTILITIES WITHIN ALL AREAS N W OF PROPOSED WORK. `L W p N O 6. ALL EXISTING SEWERS, PIPING AND UTILITIES SHOWN ARE NOT TO BE INTERPRETED AS THE EXACT LOCATION, W N OR AS ANY OBSTACLES THAT MAY OCCUR ON THE SITE. VERIFY EXISTING CONDITIONS AND PROCEED WITH r tY m CAUTION AROUND ANY ANTICIPATED FEATURES. GIVE NOTICE TO ALL UTILITY COMPANIES REGARDING IX o W Q o } } DESTRUCTION AND REMOVAL OF ALL SERVICE LINES AND CAP ALL LINES BEFORE PRECEDING WITH THE WORK. Y m Q Jz z cYi 7. ELECTRICAL, TELEPHONE, CABLE, WATER, FIBER OPTIC, AND/OR GAS LINES NEEDING TO BE REMOVED OR cai w 4a = RELOCATED SHALL BE COORDINATED WITH THE AFFECTED UTILITY COMPANY. ADEQUATE TIME SHALL BE `9 PROVIDED FOR RELOCATION AND CLOSE COORDINATION WITH THE UTILITY COMPANY IS NECESSARY TO PROVIDE A SMOOTH TRANSITION IN UTILITY SERVICE. CONTRACTOR SHALL PAY CLOSE ATTENTION TO EXISTING Q UTILITIES WITHIN ANY ROAD RIGHT-OF-WAY DURING CONSTRUCTION. Z8. CONTRACTOR MUST PROTECT THE PUBLIC AT ALL TIMES WITH FENCING, BARRICADES, ENCLOSURES, ETC. (AND • OTHER APPROPRIATE BEST MANAGEMENT PRACTICES) AS APPROVED BY THE CONSTRUCTION MANAGER. Q MAINTENANCE OF TRAFFIC CONTROL SHALL BE COORDINATED IN ACCORDANCE WITH CHANHASSEN, CARVER COUNTY AND MN/DOT. Z 9. CONTRACTOR SHALL MAINTAIN ACCESS TO ALL ADJACENT PROPERTIES DURING CONSTRUCTION, AND SHALL Z NOTIFY ALL PROPERTIES IF ACCESS WILL BE INTERRUPTED OR ALTERED AT ANY TIME DURING CONSTRUCTION. O O 10. PRIOR TO DEMOLITION OCCURRING, ALL EROSION CONTROL DEVICES ARE TO BE INSTALLED. 0 . w O /* 11. CONTRACTOR MAY LIMIT SAW -CUT AND PAVEMENT REMOVAL TO ONLY THOSE AREAS WHERE IT IS REQUIRED AS \�� SHOWN ON THESE CONSTRUCTION PLANS BUT IF ANY DAMAGE IS INCURRED ON ANY OF THE SURROUNDING PAVEMENT, ETC. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ITS REMOVAL AND REPAIR. 0 a. 12. THE CONTRACTOR SHALL COORDINATE WATER MAIN WORK WITH THE FIRE DEPT. AND THE CITY WATER Z mmj DEPARTMENT TO PLAN PROPOSED IMPROVEMENTS AND TO ENSURE ADEQUATE FIRE PROTECTION IS O 0 W Z CONSTANTLY AVAILABLE TO THE SITE THROUGHOUT THIS SPECIFIC WORK AND THROUGH ALL PHASES OF CONSTRUCTION. CONTRACTOR WILL BE RESPONSIBLE FOR ARRANGINGIPROVIDING ANY REQUIRED WATER MAIN L� O SHUT OFFS WITH THE CITY OF CHANHASSEN DURING CONSTRUCTION. ANY COSTS ASSOCIATED WITH WATER r MAIN SHUT OFFS WILL BE THE RESPONSIBILITY OF THE CONTRACTOR AND NO EXTRA COMPENSATION WILL BE v PROVIDED. Q 13. REFER TO SURVEY FOR ALL EXISTING INVERT AND RIM ELEVATIONS. 1il 14. ALL UTILITIES SHOWN ARE EXISTING UTILITIES. r Z U) g 15. IN THE EVENT A WELL IS FOUND, THE CONTRACTOR SHALL CONTACT THE ENGINEER AND OWNER IMMEDIATELY. Z ALL WELLS SHALL BE SEALED BY A LICENSED WELL CONTRACTOR IN ACCORDANCE WITH ALL STATE OF MN O REQUIREMENTS. •A 16. IN THE EVENT THAT UNKNOWN CONTAINERS OR TANKS ARE ENCOUNTERED, THE CONTRACTOR SHALL CONTACT U W� THE OWNER AND/OR OWNERS REPRESENTATIVE IMMEDIATELY. ALL CONTAINERS SHALL BE DISPOSED OF AT A W Q 2 W PERMITTED LANDFILL PER THE PROJECT DOCUMENTS. �. 17. CONTRACTOR SHALL NOTIFY THE ENGINEER IF ANY EXISTING DRAINTILE IS ENCOUNTERED ON SITE. NO ACTIVE O a/ Q O DRAINTILE SHALL BE REMOVED WITHOUT APPROVAL FROM THE ENGINEER. U. y� 18. ANY CONSTRUCTION WITHIN NEIGHBORING PROPERTIES SHALL REQUIRE WRITTEN APPROVAL BY THE OWNER LU In OF THE PROPERTY AND PLANNED UNIT DEVELOPMENT PRIOR TO CONSTRUCTION. Z O �y W Z O 19. A TRAFFIC CONTROL PLAN SHALL BE ADHERED TO DURING THE REMOVAL AND REPLACEMENT OF THE LL Q LL DRIVEWAY ACCESS OFF CROSSROADS BOULEVARD AND COORDINATION SHALL BE HAD T OUGH THE CITY'S 1 W r PUBLIC WORKS DEPARTMENT (952-227-130 ENCEMENT OF CONSTRU RATIONS. r Q W O NORTH Z 00 _ _2 V a 2 GRAPHIC SCALE IN FEET J U Know what's below. 0 10 20 40 LU SHEET NUMBER Call before you dig. C1.0 _CL O N Q N N N 0 t O 3 J I— W 0 0) O X W E,; U N 0) U)'L^ C l6 a 0 U C Cl) Z cl (M Cz L C y W (0 t to L U W O m O (n X W 2 0 X m z U) 5 w 0 J FOR REFERENCE ONLY 5 FT. MIN. LENGTH STEEL POST AT 6 FT. MAX. SPACING FABRIC /'36 PLASTIC DP TIES WI / 36 WIDE (50 LB. 1ENSILE) LOCATED IN TOP R" TIRE COMPACTION ZONE FLOW OW F~ w �W m GW MACHINE SLICE 8" - 12" DEPTH a SILT FENCE, MACHINE SLICED T 2 5 FT. MIN. LENGTH STEEL AT 6 FT. MAX. SPACING FABRIC 5 FT. MIN. LENGTH STEEL POST AT 6 FT. MAX. SPACING FABRIC lGEOT1DMLE 36 WIDE PLASTIC DP TIES /,{ (50 LB. TENSILE) /I LOCATED IN TOP 6' WABRCN AoKFOILLCE 1 FLOW r6"MIN �� a. is Sami 6"MIN. OBI (V SILT FENCE, HEAVY DUN 1 2 FABRICANCHORAGE TRENCH. BACKEILL NTH TAMPED NATURAL SOIL v co0 z FLOW aw f t Z_ O z LT FENCE TO BE PLACED �m 6 OIP CONTOUR. SEE SLOPE/GRADE - nw MIN. AND LENGTH CRITERIA BELOW SILT FENCE, PREASSEMBLED 1 2 VARIABLE SLOPES SLOPE GRADE MAX LENGTH LESS THAN 2% 100 FEET 2 - 5- % 75 FEET 5 -10% 50 FEET NOTES • 10 - 20 % 25 FEET SILT FENCE PER MNDOT SPECS, SOURCE 2005 GREATER THAN 20% 15 FEET SEE SPECS. 2573 & 3856. LOCATION OF SILT FENCE 1O To Proteet Areo From Sheet Flow FOR SEDIMENT CONTROL 0 Maximum Contributing Area: 1 Ave VARIABLE SLOPE SILT FENCE NEAR TOE OF DESIRABLE SLOPE OUTSIDE OF CONSTRUCTION LIMITS LOCATION OF SILT FENCE FOR PEREMITER CONTROL ��C�fyfpI�O�1F�1pp SILT CH MNOfil1 FENCE REVISED: 3-12 ENGINEERING DEPARTMENT PLATE NO 5300 FILE NAME:G:\ENG\SPECS\5300 BRANOII DAD BRANaI 1� FRB A ° A X SOME CONIFERS PwP onRw PE1M0 E NO�cuua°�imu�iu11`10 ATiE UIE SABUN a O0.UAix. coR M IEl6 BIIANa1 ELLM WTSMI mgw0°NWpm oWemwr !Wm GMY9 FOwAltlw /i1FN OE SFAEfw 6 m°.X fft m PNR•l0 1.a,Ri4r M PA U WY IIMAG 11'E E AT P A Z� CUT com l ' Twa1191 HIMIW FlNII P e m A 4� WT RM Fowl °roD. m•i ° n IIMY m f1N mI1P A " t•E r duel ro fw'I RD S APP 1MY EQUAL 10 X4E PwNW NORs uvA1E sNllW caa,w (e W o) i.tU NUT w M Cc m IG STO NOT IEAW elIIB6 (B ro A) 1• 1EE m PIRRE IS ulE OoWM SEAM m EA WY l usim,e A HF161r W LENORI OF Ww ° PAUEMI alOE IYC 1ANlm flNMMO OM3 w AflR. WAY. ANE OR AIIE E Air. sRTs aR EAMIMEE m EEM• EAOI m A INIo M 0..1MEOAlEIY PAwr aaX NOIREB uTmAL mANa. / / HALE w APB{, wT AME a AAY wTx uEX P.fwr Olt a1w.w. DROP CROTCH OR CUTTING BACK iANOFs 9wtm 1w11 Y M WYEIEII 9X Flm EM E AxT E1vo A an E PRUNING SMALL BRANCHES PFµ W M0u LA 9. 1� PRUNING DETAILS (ShIclo Y tt d) UIEAK Yo RACE W A BMCIT ANCIE IgMYMT nm IEAR TIE PACPO® ovElwr:nEE TARE AE YL m m1EFD w TIE PLAN a W THE EIIOFFA AE4IIIMD BY TIE LVIWL'oll. t TAo M 1EW WMY PDN£. OFf UNE IWOT 4 EIIw mN31R1CRFLoom DAPEOaI°As WEE PmE°na go AAPPIwYd ETOT AS IYA4oN SEDIMENT TRAP MANUFACTURED BY WIMCO,LLC.SHAKOPEE, MN., ESS BROS., CORCORAN, MN. OR EQUAL SPECIFICATIONS AND STANDARDS DESIGN LOADS NSC Y-1u pF _ tlMEiu-= __ 41H mmw NLO iE AU£ wt>Gir 11YD N/A Awg e,m,nOwu RU1 rwr. Erc - eem D1.1-04. SAF1:1T FALTOR N/A 20 CPR 1826 - aaxa ncrr, Alm 1FNrH anxlu wA113k F RATE (TWW" 1YPE FF MIER) 0.707 CM • 3' HM MAANIIN OVEELOW PATE 5.64 cm • 15• NEAR MODEL CG23 DEFLECTOR PLATE OIfRFLOW 1 - CENTER OF FILTER ASSEWLY r OVERFLOW 2 - TOP OF CURB BOX � 10• FILTER ASSEMBLY CURB CG-23 HIGH -FLOW HIGH -ROW FABRIC NOTES: 1. CLEAN FILTER MEDIA AFTER EACH RAIN EVENT AND REPLACE IF FILTER IS CLOGGED WITH SEDIMENT. 2. REMOVE DEBRIS/SEDIMENT FROM RECEPTACLE AFTER EACH RAIN EVENT. MI OF I CATCH BASIN cmm SEDIMENT TRAP REVISED: 1-10 ENGINEERING DEPARTMENT PLATE NO.: FILE NAME: G:\ENG\SPECS\5302A 5302A wolfs y1nry�E WAIL m mIPA ro AEOFPTH 6 ' wvcNn�om(Nns er u�Ale 5o mm m�ilw"�'ili°'I£N1W TN. A.-% Id° AN= WT m M PROIE°IR! ROUT nOIFEI BIOOZ 1HIATwY Pla• 1+wA1WM° OF IIWT CMM®11EEB YLL E m Eu•1rAw AOEMATE M NOT 1 YwNM lHE M PwEIIAI6 11E APA°1ED TIRREE OIPIE LI-A 6 o" /ui" F co mE ... _ amol A V� E w llI RO�D(TN OAIRC�'1m Y 111E w �µryyµTR@�RWR AT 1N[ 91.1LL !E OR ROOT SYSTEM BRIDGE AND MBRATOROY PLOW r 1 �A V•RI,T01E1 PID1 a mEZ ROOT E1MEN%p� E PEE m ANf DIOAVAIAK •OUT 91N1 eE�wLEOMrrTd AY VMARA�p��W A C oi� a MEN viCRD BT TIE ,wn NIf11E4TM1 2fwE 0.4 L9REMICIIo Yfl10F5 WSr PAffi awA IL9I ZD11F.4. STEEL rt N°aT 91'SIFEI woco 1 • nIFFl PULE KLY To OI 110E 1R®L4 PIT® RMAELT ro TE LIFE IMP.f. / \ lEE PElEcnm mIE ! ..AT • RNIIII GBMEOi I ) aT AVE YwBD FAo ff lEi 1R4N{ 'EHFN unuTr w6EALLAlXMS wwr aEw UTILITY INSTALLATION TUNNEL xA E ow r riE°MiRAbm'�R a°WL BOE�FtuIAEh IiHOOTS IIM BORE AT A YIMM CfPIH W W wlp nE EWE SUWACE VT lHB 9ME ROOT PROTECTION AND TRENCHING DETAILS FlMi91 NIO P$rMl TEIMFIAY FAA'£ AT nE TEES °RPIIE ME ro Nor oY61WLTQL FA W 1Y x /X .T/r " oN am• RAGA a16FIm E011 91wL tE 16nE EN EAaE wE1DBR0. ATTAINRE /NY 11LL ROUIEO 71nW TE WR WE Ci 116ES EHML E MI I•IEIBALY� ETH A EAREE W® (yppl� SANDY LUAU a WEMCRo uwrs As 94gEA MIEN P0f9HE P1.10: FAIo E PFEE ilOIO WE DRIP of m POT IRES 1• LELY WOOD SCIEYR RACE AT L6• MA >J• E841116Y MY TE BPAOI EDGE 011E !71 11pRIE. E VE RL WY Rmoff DUE.= PNEW,Tm � � ABm� QL °AlNE11ED flO mANO A4 MI RACE fA0RC1Y1 w3c; NDNB n AT W w AM SLOPE ROUNDING DETAIL TEMPORARY PROTECTION FENCE PLACEMENT DETAIL TREE PROTECTION SIGN DETAIL SANDY LOAM FILL DETAL �� f1J11C REVISED: ENGINEERING 2-10 FILE NAME: G:\ENG\SPECS\63T2 DEPARTMENT 5312 VEGETATION PROTECTION DETAIL C • • �: TT +L�y1:Ia DEPTH FOR FOR WOODICHIPS 18" MINIMUM CUT OFF BERM TO MINIMIZE RUNOFF FROM SITE FILTER FABRIC (MNDot TYPE 5) NOTE: FILTER FABRIC SHALL BE PLACED UNDER ROCK TO STOP MUD MIGRATION THROUGH ROCK. OF ROCK �l CONSTRUCTION am�'� ENTRANCE REVISED: 12-19 ENGINEERING DEPARTMENT NO 5301 FILE NAME: G:\ENG SPECS 5301 1. PREPARE SOIL BEFORE INSTALLING BLANKETS, INCLUDING ANY NECESSARY APPLICATION OF LIME, FERTILIZER, AND SEED. 2. BEGIN AT THE TOP OF THE SLOPE BY ANCHORING THE BLANKET IN A 6" DEEP X 6" WIDE TRENCH WITH APPROXIMATELY 12" OF BLANKET EXTENDED BEYOND THE UP -SLOPE PORTION OF THE TRENCH. ANCHOR THE BLANKET WITH A ROW OF STAPLES/STAKES APPROXIMATELY 12" APART IN THE BOTTOM OF THE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. APPLY SEED TO COMPACTED SOIL AND FOLD REMAINING 12" PORTION OF BLANKET BACK OVER SEED AND COMPACTED SOIL. SECURE BLANKET OVER COMPACTED SOIL WITH A ROW OF STAPLES/STAKES SPACED APPROXIMATELY 12" APART ACROSS THE WIDTH OF THE BLANKET. 3. ROLL THE BLANKETS (A.) DOWN OR (B.) HORIZONTALLY ACROSS THE SLOPE. BLANKETS WILL UNROLL WITH APPROPRIATE SIDE AGAINST THE SOIL SURFACE. ALL BLANKETS MUST BE SECURELY FASTENED TO SOIL SURFACE BY PLACING STAPLES/STAKES IN APPROPRIATE LOCATIONS AS PER MANUFACTURES RECOMMENDATION. 4. THE EDGES OF PARALLEL BLANKETS MUST BE STAPLED WITH APPROXIMATELY 4"-6" OVERLAP DEPENDING ON BLANKET TYPE. TO ENSURE PROPER SEAM AUGNMENT, PLACE THE EDGE OF THE OVERLAPPING BLANKET (BLANKET BEING INSTALLED ON TOP) EVEN WITH THE SEAM STITCH ON THE PREVIOUSLY INSTALLED BLANKET. 5. CONSECUTIVE BLANKETS SPLICED DOWN THE SLOPE MUST BE PLACED END OVER END (SHINGLE STYLE) WITH AN APPROXIMATE 3"OVERLAP. STAPLE THROUGH OVERLAPPED AREA, APPROXIMATELY 12"APART ACROSS ENTIRE BLANKET WIDTH. 6. PLACE STAPLES/STAKES PER MANUFACTURE RECOMMENDATION FOR THE APPROPRIATE SLOPE BEING APPLIED, NOTES: 1. IN LOOSE SOIL CONDITIONS, THE USE OF STAPLE OR STAKE LENGTHS GREATER THAN 6" MAYBE NECESSARY TO PROPERLY SECURE THE BLANKETS. 2. FOLLOW EROSION CONTROL TECHNOLOGY COUNCIL SPECIFICATION FOR PRODUCT SELECTION ( EROSION CONTROL BLANKET N.T.S. a FOR REFERENCE ONLY im ►2 PLAN ACCEPTABLE ATTACHMENT TO KEEP LINER IN PLACE 2"_3" CLEAN STONE 10 MIL PLASTIC LINING tY CONSTRUCTED BERM WASHOUT AREA 1Yun. OR EXCAVATED PIT SECTION A -A NOTES: 1) LOCATION OF THE WASHOUT AREA SHALL BE AT THE DISCRETION OF THE CONTRACTOR BUT IT MUST BE SHOWN ON THE PLANS AND MUST BE IDENTIFIED ON -SITE USING SIGNAGE. THE WASHOUT AREA SHALL BE AT LEAST THE MINIMUM DISTANCE FROM THE RIGHT OF WAY AS REQUIRED BY LOCAL JURISDICTION. THIS WASHOUT AREA SHALL BE LOCATED IN SUCH A MANNER SO THAT CONCRETE TRUCKS MAY PASS THROUGH THE WASHOUT AREA PRIOR TO THE STABILIZED ROCK CONSTRUCTION EXIT. 2) HARDENED MATERIAL SHALL BE BROKEN UP AND CLEANED OUT AS NEEDED TO MAINTAIN A FUNCTIONING WASHOUT AREA VOLUME OR AS DIRECTED BY THE ENGINEER, 3) THE WASHOUT AREA MUST BE GREATER THAN 50 FEET FROM ANY TREES. 4) THE WASHOUT AREA MUST BE SELF CONTAINED AND WATER TIGHT. affOF CONCRETE WASHOUT AREA REVISED: 3-14 ENGINEERING DEPARTMENT PLATE NO.: 5304 FILE NAME: G:\ENG\SPECS\5304 U 0 0 O 61 Z m LL m 0 W r r QZ0 a Omm u X U) W a Z O_5 LLf F y<WX z LU ZU F MO W�E w w QrQIZW z F O J H O N Q 0 Z W F W Q j Q 'O Y u j 2< W 0 W LLD: a2 W W W O10Z =OfnW IW— w Z i= � O Z ->2 = F O U 1 m W CD CN = 0 W N 1n ¢ D Q D] m o_ Ego o w m Z Z Y a n w N D 00j 0 _/ J_ Z Q Z W Z LU DO z 0O W O W 0 H z Z O _ Lu 0W 00/�- cf)LA.R 0 U > W op 0 J Z 0m WZ0 } CBS a H W Z 00 ow _ z V z x J U LLI SHEET NUMBER a C1.1 LEGEND U 0. N o N � N cvN � N O U , O 3 Z " 3 w F- U) y_, V L N C (6 a 0 U C �N N Z m =55°42'56" A R=270.00' L=262.55' CB=N28°21'12"E C=252.33' `O T 4 � / t OJ A ST( �MAI ,- .0 r-1 EX. 10' DRAINAGE AND UTILITY EASEMENT /o 01 PROPOSED TRANSFORMER PAD 2QSI EX. 20' BUILDING AND PARKING SETBACK ' PR. SITE BENCH LO PROPOSED 10' DRAINAGE AND UTILITY EASEMENT I t I \t I {\\ k PR. STOP SIGN i I B I 1 I I' I I � R=20.00' R=20 00' / . PR. "NO PARKING" SIGN -/ WITH BOLLARD -- ------ --- — — — — 7\7 G1 EX. PROPERTY LINE i- N90°00'00' W 199.20' lO 0 PROPERTY LINE N SETBACK LINE I 0 PROPOSED CURB AND GUTTER LIMITS OF DISTURBANCE I PROPOSED HEAVY DUTY ASPHALT PAVEMENT •;: '_;� PROPOSED HEAVY DUTY CONCRETE PAVEMENT PROPOSED STANDARD DUTY ASPHALT PAVEMENT r r r r r r PROPOSED STORMWATER MANAGEMENT AREA IW r r r r rr r r r Ul 0 PROPOSED SITE LIGHTING, SEE LIGHTING PLAN FOR DETAILS O U PROPERTY SUMMARY 8941 CROSSROADS BLVD ZONING SUMMARY EXISTING ZONING PLANNED UNIT DEVELOPMENT PROPOSED ZONING PLANNED UNIT DEVELOPMENT PARKING SETBACKS CROSSROADS BLVD = 20' INTERNAL PROJECT ROADS = 0' BUILDING SETBACKS CROSSROADS BLVD = 20' INTERNAL PROJECT ROADS = 0' BUILDING DATA SUMMARY AREAS PROPOSED PROPERTY 34,691 SF (0.80 AC) BUILDING AREA 5,100 SF (14.7% OF TOTAL PROPERTY AREA) PUD ALLOWABLE MAXIMUM HARD 34,691 SF' 70% SURFACE COVERAGE =24,284 SF PROPOSED HARD SURFACE COVERAGE 23,656 SF PARKING REQUIRED PARKING 22 SPACES PROPOSED PARKING 30 SPACES ADA STALLS REQ'D / PROVIDED 2 STALLS / 2 STALLS EXISTING OVERALL PUD PARKING 247 SPACES PROPOSED OVERALL PUD PARKING 277 SPACES KEYNOTE LEGEND OA CONCRETE SIDEWALK OB MATCH EXISTING EDGE OF PAVEMENT/ CURB 8 GUTTER OC ACCESSIBLE PARKING SIGN WITH BOLLARD OD ACCESSIBLE PARKING �E AREA STRIPED WITH 4" SYSL @ 45" 2' O.C. OF HEAVY DUTY ASPHALT PAVEMENT OG LANDSCAPE AREA - SEE LANDSCAPE PLANS W Q 0 U) Z O U) LU x 6 Z c L Z N w U t t i a< Z Z i a f Z K i O_ I J L Y I O � � i or m 0 w wzaF m Q Z p F u� a0NN ZyWwWO u a za=wF gv=O0 w3 Z now F K w � j J �wWW Z K O J O N L 0 0 Wowoz w o r and >uz�m w7Lx-ZZ w z o =wmm wm Z � U Y LU It F 0N W p o = 0 H N UJ 0 Q CD Q m m a CD o w m w Z Q a W L. OH HEAVY DUTY CONCRETE PAVEMENT Z OI B612 CURB 8 GUTTER (TYP.) O V OJ STANDARD DUTY ASPHALT PAVEMENT U OK TACTILE WARNINGS Ir.^L Z v J Z Z O 2 W Q iw O M 0 Q H � a a M 0 Z O �� Wim C Joe �Wa0 a NORTH Z co � N Z V a Know what's below. GRAPHIC SCALE IN FEET V Call before you dig. 0 10 20 40 W SHEET NUMBER a C2.0 rmomms CL M 0 N O N O N 6 N 0 ii O 3 J H W 0 RESERVED PAKNG®r �I Nf1TIE SYMBOL ON BLUE BACKGWIU LEGEND & BORDER: WHITE /lam vAN V BACKGROUND: BLUE 59 9CNACE OTHER THAN b PARKING K-14Tp 13'a6'PLAWETYPICAL AT ALLVAN ACCESSBBLE (PED %ING. STOP, ETC.) VEHICLE 0 ZCEaspBE PARKING SPACES REQUIRED NOTES: UP TO&2&&FN 1. ALLLBTIERS ARE V AERES°C° PER MUTCD. FOR VKNA y SM SHALL HAVE A REFLECTORI O (ENGINEERING GRADE) BLUE M BACKGROUND VRTH VMRE REFLECTORRED LEGEND AND BORDER SIGN TYPE PER PLAN ! PARKING NI 3. MINE NOTIFICATION SIGN SHALL HAVE A REFLECTOR=IENGINEERING I VBIICIEID GRADE) NRH MITE LEGENDAND BORDER. U-QIANNEL POST. (3 LBS./Ti.) THE MN. HEIGHT OF REWIRED UPTomfl E 4. CONTRACTORSHALLVERIFYFINEAMOUNT. THE BOTTOM OF THE LOILESI �1 SMLL5. FOR VIOAnON TVA ONE(1) SIGN REQURED FON EACH PARKING bPACE. BE V-6'N � 8. INSTALLED HEIGHT OF SIGN SHALL BE IN ACCORDANCE N1TI18ECTKNNWHEN SIGN IS IN PAVED AREAS, USE ACCESSIBLE CCE. DB ICES MUTCO)AND 6" PIPE BOLLARD FILLED W/ FIN. G STATE FMINESOTA AFORMIBILITL STATE OF MINNE6DTAACLESSRIILfIY LODE. BLE FEATURES TO BE INS RIOT ACCOROANCEMTH A.DA CONCRETE AND PAINTED TRAFFIC o 91ONGE ALL ACGESS 6TANDARDSAND LOCAL LAM. YELLC�VL, OF CONCRETEI LU %,Z ACCESSIBLE PARKING SIGNAGE GALVANIZED .,,a N.T.S. PAVED SURFACE SQUARE TUBE 3 OO = NOTE: E;E`B� f }I: BREAK AWAY w ACCESSIBLE PARKING SIGNS SHALL BE MOUNTED � TUBE POST z 60" MIN. AND 66" INCHES MAX. ABOVE THE FINISHED a F GROUND SURFACE. ALL OTHER SIGNS TO BE 5'-6" <-o SLOPE TOP ABOVE FINISHED GROUND SURFACE, 16 0 OF CONCRETE o `NO PARKING SIGN. CENTERED AT HEAD OF SPACE. 3' MN. AND -'MAX FROM FACE OF CURB. NO SGN REQUIRED IF THE SIGN OBSTRUCTS A WRB RAMP ON r 4-PAINTED MIRE STRIPING PEDESTRIAN ROUTE / {•NNTTE 3tRIPEAT 2'C O.C. GROUND SURFACE HANDICAP ACCESSIBLE SIGN SINGLE POST NJA Q SIGN NOTES: NOTES: w N ACCESSIBLE 1. ALL SIGNS SHALL COMPLY WITH U.S. DEPARTMENT OF TRANSPORTATION, FEDERAL�� PLusH curse HIGHWAY ADMINISTRATION'S MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES•, LOCAL POLE AND SIGN TO BE PROVIDED AND INSTALLED BY GENERAL CODES AND AS SPECIFIED. MOUNT SIGNS TO POST IN ACCORDANCE WITH CONTRACTOR. o MANUFACTURER'S INSTRUCTIONS. N 2. GALVANIZED SQUARE TUBE ALL SIGNS SHALL COMPLY WITH U.S. DEPARTMENT OF 3500 P.S.I. P.C. TRANSPORTATION, FEDERAL HIGHWAY ADMINISTRATION'S 12" POST TUBES - 2'x2•x3/16' 129a "MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES", LOCAL CONCRETE BASE POST TUBE SHALL MEET ASTM A1011 GRADE 50. CODES AND AS SPECIFIED. MOUNT SIGNS TO POST IN POST TUBE GALVANIZED AS PER ASTM A653 GRADE 90. ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. hU PARgN3 p &p• PAMTHE W PARKING'NTRHIN niN EACH P4)" F (PER PLAN) ACCESS AISLE MERE SHONN USE 1r MBIIMUM HIGH WHITE LETTERS NOTE: REFER TO PLAN FOR DETAILED LAYOUT AND DIMENSIONS SIGN POST WITH BOLLARD INSTALLATION DETAIL SIGN POST INSTALLATION DETAIL 1 N.T.S. N.T.S. TYPICAL ACCESSIBLE STALL PARKING N.T.S. PAVEMENT SECTIONS ARE PROVIDED AS A COURTESY ONLY. REFER TO GEOTECHNICAL REPORT FOR ALL PAVEMENT, SUBGRADE PREPARATION, AND COMPACTION REQUIREMENTS 20' BffWINOUS NEAR LW R9E PER .5" BRUMN Wfi NEAR COURSE PER MNDOT 2360 M1ME350MB MNDOT 2380 MVLAE3W95B . MWOT SPEC 2SST TACK COAT . MNDOT SPEC r95T TACK COAT 2.0' BITUMINOUS BASE COURSE r BI UMNW S BASE COURSE r 4,D0& P51 CONCRETE PER PERM MOT 2360 MVNVASW6B PER MNDOT I]60 MVNW.150.958 MNOOT 2901 °AGGREGATE BASE PER MNDOT °AGGREGATE BASE PER MNDOt CUM V IN SECTION 31M CLASS V IN SECTION 3138 TE PER MNOOT UM V IN SECTION CLASS V IN SECTON 3138 . PPPROVED 9UBGRADE . APPROVED SUBGRADE APPROVED 9UBOiUDE HEAVY DUTY ASPHALT STANDARD DUTY HEAVY DUTY CONCRETE PAVEMENT ASPHALT PAVEMENT PAVEMENT DETAIL N.T9. ca.e rnoD Bun r_uTTCM C,�STn 1 SP A[, M1R�ES I TAPER } PARKING N LOGO TO I PAVING DIAMETER NOTES: LOCATE AT EDGE OF PARKING SPACE UNLESS ACCOMPANIED BY 'VAN' LETTERING. PAVEMENT PARKING SHALL BE PAINT, INSTALLED AND COLORED PAINT PER STATE AND LOCAL STANDARDS. DETAIL PROVIDED FOR REFERENCE ONLY. REFER TO ARCHITECTURAL FOR ALL ACCESSBLE DETAILS. DETAILS PRESENTED IN ARCHITECTURAL TAKE PRECEDENCE ACCESSIBLE PARKING SYMBOL N T.9. NO PARKING ANY TIME I3= 1.4 R iUb OX B .. OX NKMM, ReN O14 AN* -NO- Q'PARMW B 46% apa ng; -ANY C 115% Wl V,, RIME" C 1 W% a,a v; 6 ADA ACCESS AISLE NO PARKING N.T.S. O) a WHITE LEGEND RED BACKGROUND (j R1-1 30"X30" "STOP" SIGN N.T.S. L) U O O N T— O } m Tn z _O Tn 5 UU It d z i Y LL m 0 m H ¢ Z ¢ <Z OOF on Z a Omm ui C LID Z CO> W LL , �¢wzWLO H � O 3aa0 MI-0 m m FKWW3 p Z W Z U w J =Wwww z >F> O JH' I Z z N UU Z j Q o UOUwoz Gad }Uz2wO ¢ LU LL Z Z O di ww Z 0- UU O = W i U It F U pZ YYY DID O O N = rn 0 F N Q (D U) Q m m Q I p W DO W Y r U w Q N w U U I AAAA.! Q H W a z Lu 0 1_ U cn D rY H fA z z co O co _ LLJ O H O 0 — lIss- 0 > � op 0 z 0pJp xw a. cc C) IX Ts- Q i/i w � � N Z co = _ C U Z G_ Q J v w SHEET NUMBER Of C2.1 E a CL O o E N -o 0 0 N m 0 N � of N -0 o d O o. O " 3 D1 � t � U J 3 Q o H W 2 Q U a w c H m 4 O U o N err .c y c M o o_ UO d C N •N N (n co (Oa_ c7 z m FOR REFERENCE ONLY n € go �< $ f<F� i €g 'gb' �FIs € £ <€ o ff Nd 3 €$$ �g� � F �9 i� 0 2l� _u ¢ i >3 ow zdu Z z5 z'� iH Gn af` ai E. tit (=W� =ll a a'Y c �® jo a < e d W � 0 ® ti za c ., q n° - s I men N000r -297 P.AN 5) CITY OF edestrian Curb -�aTlps CMSEN Face , of REVISED: 10-' 6 F 1-4. ==K;NO DEPARTMENT FILE NAME: G:\ENG\1SPECS\5215 FOR REFERENCE ONLY 1 /2"r 6" € Distance to `t sjuriuble „ 3 r_ 1 /2"r Top Bituminous Material A .:. slope 3 4" er ft 8"" 18" MnDOT B618 Concrete Curb and Gutter 6" f Distance to variable 1 /2" r 3"r 1 /2"r Top Bituminous Material ■ '1 ; slope 47 3 4" per MnDOT B612 r Concrete Curb and Gutter - Z= < `NOTE: 8" 12" For Use Only with Private Driveways, Parking Lots, or Medians. 28OR 12"R 16" Top Bituminous Material 68"R A r 171/2" 101/2" Surmountable Concrete Curb and Gutter �� d�28° 1 1 /8"r Bituminous _ Surface iV�—�12 Bituminous Curb a1 4' Shoe Formed Uff 9 TYPICAL CURB AND GUTTER REVISED: 10-16 ENGINEERING DEPARTMENT PLATE Na: 5203 FILE NAME: G: ENG\SPECS 2203MENE FOR REFERENCE ONLY E' , rtm°T FI MO S-29TgS➢ n D� 5� 9TANBSRS AFFitGYEB IHY 1D, � Cff1OF Pedestrian Curb Ramps OEM Page 2 of 5 RILE NAME:G: . \ENG SP - FlLE NAENGINEERING DEPARTMENT Pam No.% 5215A ECS\5215A FOR REFERENCE ONLY , rtm°T FI MO S-29TgS➢ n D� 5� 9TANBSRS AFFitGYEB IHY 1D, � Cff1OF Pedestrian Curb Ramps OEM Page 2 of 5 RILE NAME:G: . \ENG SP - FlLE NAENGINEERING DEPARTMENT Pam No.% 5215A ECS\5215A FOR REFERENCE ONLY F i0 P.C. JP JGs O� 2P B618 CURB ' C) & GUTTER a 5—MOUNTABLE '. TRANSITION CURB & GUTTER A A TYPICAL RESIDENTIAL RADIUS — 20' TYPICAL COLLECTOR RADIUS — 30' 6" height drop 5' long transitional height curbing' 4" height + 7 7 F 1 h1NDOT B615 CONC. C & G SURMOUNTABLE C & G SECTION A —A CPfiOF TYPICAL CURB IMMM RADIUS REVISED: 3-16 ENGINEERING DEPARTMENT PLATE I No.. 5204 FILE NAME.0 ENG\SPECS 5204 is FOR REFERENCE ONLY � F [ < H e5 s v t,a p € �Y F Nz zw is \ 7 f ]7aw mo`s �zzi' 01 d I w� �� YOU Haan` wU rc 0 w ¢¢ \ E :i+ i ap I „° 1 k 1 s a� Ye OR aerie y NnDOa STMOMD Pi SHEET " 5-297.25➢ (9 0, 9 STANTAU PPPRNVEID ,F :9, 2012 CM OF 11ede7tr an Curb Ramps CHA NSEN Page j of R--VISE : 10-16 PLATE NO.: -_E WnF:G:\ENG\SPECS\521se tNGINFPRII\G D-P.A.RTMENT 52156 FOR REFERENCE ONLY ° I o s Via€ a ei�rWM � g; s Pit! n amE[ 00 8 i7 �3 a W , €E'<3 �s a� se€6 W5g w y Fs k' IS giis tl = 3 9 rya w o ;a Of r yy y fv > �s � a e < F Y: $ e ! w e A NN MWT VMMRD PLAN SHEET NO. 2'-297250 C, OF fffOF Pedestrian Curb Ramps C = Page 4 of 5 REVISED: 10-16 ENGINEERING DEPARTMENT PLATE NO.: 521 5C FILE NAME: G: \ENG\SPECS\5215C FOR REFERENCE ONLY 3/4" per foot 3/4" (1:1) Rounded Bullnose at Gutter Line I 8 5, " Sidewalk 8" Bituminous Povem �MAX 4.5% GRADEskips MN1 207C % +•� _ .� Sidewalkaat "3- `8" Concrete Pavement 6"�- se 'reinforcement Rebar 6" Class 5 Base Incidental to Apron Slab Reinforcement SECTION A —A No Scale Right —of —Way 36' Max. Industriol/Commercial 8618 Garb & Gutter Bituminous Sidewalk Location 4 R=20'-30' Contraction Joints A °r Box Installed Over Max. Spacing in Water Service Valley Gutter is 8' PLAN Expansion Joint (typ) No Scale NOTE: 1. Use #4 (1/2") rebar slab reinforcement in r.o.w placed 0 6" from each edge. rebar to be 2' on center, being 6" on center in the gutter. 2. Contraction joints shall be 1/3 the depth of the slab. 3. Maximum pavement slope allowed within 30' of the street is 4.5% 4. Aggregate used in the concrete mix shall be granite. 5. If water shutoff is in the driveway pavement a cover as manufactured by Mcdonald 74MIA series with a 8" opening frame & cover or equal shall be installed. 6. Highback curb must be poured monolithically with driveway, surmountable curb may be poured separately. arfoF COMMERCIAL/INDUSTRIAL omm CONCRETE DRIVEWAY APRON REVISED: 1-20 PLATE NO -, NAME G ENG SPECS 5207ENGINEERING QEPARTMENT 5207 issl is CURB FOR REFERENCE ONLY VARIABLE HYDRANT VALVE BOX .L—_&j I'—6" 2' 3' 2'-6 1/4" PER FT, SLOPE TO ROADf4 CLASS 5 BASE FOR CONCRETE THICKNESS SEE NOTES BELOW 1. TYPICAL 6" THICK CONCRETE SIDEWALK. 2. USE B" THICK FOR COMMERICAL DRIVEWAY CROSSING. INCLUDE 1-5' LONG PANEL ON EACH SIDE OF DRIVEWAY TO BE 8" IN THICKNESS. 3. JOINT SPACING AT 5' INTERVALS. EXPANSION JOINT SPACING AT 100' INTERVALS AND WHEN ABUTTING EXISTING CONCRETE OR STRUCTURE. 4. AGGREGATE USED IN THE CONCRETE MIX SHALL BE GRANITE. 5. SIDEWALKS SHALL TAKE GRADE PRECEDENCE THROUGH DRIVEWAYS. Ur CONCRETE SIDEWALK REVISED: 12-16 ENGINEERING DEPARTMENT INo FILE NAME: G: \ENG\SPECS\R4fe 5214 111111111ONE (n z O co W oa � z Z w 0 U 0 z z M W F U Y m LU O O N 2 Cn O a w N CO of `D ¢ m Q m r Q N ❑ ❑ U Cn nj LU MENNEN O FINE MENNEN U Cr) I— z U z O Q W 0 Xcl) 00— LL O > : m z 0m Wap U a' Q QN _z 00 a = 2 a w SHEET NUMBER a C2.2 jj U C N m t0 0 N Q c m c `o x m E Y 0 a m 5 L a t U c m 'U Q v c l9 0 x m E Y a a 0 Si n m m v c m 0 N t m c d E 0 N c 0 t0 � a o ° <V n E o N O p N m N N � 0 0 U O n m 3 3 L Z S2 g 3 o_ w Z U qQ C LL m m � n U n � U Nm .0 y c Y C co `o 0 Q C NCO •y c � N � y cM 2 � m `o C c m E L m C � O7 � L > a c O a`, H we � n Q c U) rn N w a 2 "o O I n 03 8 U) 2 W w s -J E N i L Y � WATER RESOURCES NOTE: CITY OF CHANHASSEN CONTRACTOR TO COORDINATE WATER RESOURCES ALL EROSION CONTROL ITEMS COORDINATOR WITH THE CITY WATER 7700 MARKET BOULEVARD RESOURCES COORDINATOR P. O. BOX 147 CHANHASSEN, MN 55317 TELEPHONE: (952) 227-1168 CONTACT: MATT UNMACHT WATER FROM THE SITE DRAINS VIA SURFACE SHEET FLOW TO THE EXISTING PUBLIC STORM SEWER SYSTEM, WHICH FLOWS NORTH AND EAST TO PUBLIC STORM SEWER SYSTEM AT THE INTERSECTION OF MN-101 AND CROSSROADS BOULEVARD AND EVENTUALLY TO LAKE RILEY SOUTHEAST OF THE SITE / / R. E.=.920.90 l E. = 909.9(NE) /i i/ 7'0 R. C. P. / R.E.=920.93 A R.E.=919.99 �� III I a - I. E. = 912.5(NE) L E = 912. 5(SW)- '-26�L E. = 972. 5(SE) , --12-INCH R.C.P. ��:7: CORE DRILL AND CONNECT TO EX. STORM STRUCTURE PER CITY A /� '' B Y `- OF CHANHASSEN STANDARDS AND / - SPECIFICATIONS - /?- - - / - 1.E=917. (NE) IE: 913.29 NW i/ • . ` A �917.3 SW IE:917.52 SE � ( ) 24" RISER PIPE WI DOME, GRATETOP 14 OVERFLOW ELEV - 921.20 IE:918.00 NW / / �/ BP-1: STORMWATER INFILTRATION BASIN BOTTOM OF BASIN: 919.50 / /// / , TOP OF BASIN: 921.50 100-YR HWL: 920.78 STORAGE VOLUME: 3,519 CF TREATMENT VOLUME: 2,470 CF O ``•• / / • EOF:921.50 �• / f 7 s" EXPOSED Fc O f; / ci}I r �� / / Q-� ,, � �• � � FIR LIN LIN 922.50 lr r (r r O CONSTRUCTION RELATED ITEMS rrlr r ri I 923.00 rr N rr(r r rr r� N 922.50 1 rrr� r j �; rn 923.00 ( 12-INCH R.R. C. P. r rl r Il 923.00 ? I 1 � irr •, 9 � �So - EOF:920, I Ir ( I iI / I •.4 51 9� CS 27" 1 �CV l 11 W/ T SU ME:921.68 .T CONSTRUCTION ME:922.11 ENTRANCE ST-20 CONNECT TO EX. STORM STRUCTURE CONTRACTOR TO VERIFY INV. PRIOR I TO CONSTRUCTION IE:915.20N IE: 915.408 - 'F=Q 99 I -ST-16 CONNECT TO UIG STORMWATER I MANAGEMENT SYSTEM IE:917.92 N HP:923.20 I BMP 2: UNDERGROUND INFILTRATION SYSTEM / ADS 36" N-12 PERFORATED HDPE PIPE OR APPROVED EQUAL / \o/ TOTAL STORAGE VOLUME: 6,420 CF TREATMENT VOLUME: 5,669 CF i TOP OF PIPE: 918.90 PIPE INV.: 915.90 BOTTOM OF STONE: 915.40 \� 100-YR HWL: 918.80 ADJUST RIM TO - - - PROPOSED GRADE R.E=922.28 ME:922s1 LE.=915.9(NW) J.E.=916.1(SW,1 L E = 916. O(SE) EROSION CONTROL PLAN NOTES 1. ALL PERIMETER SILT FENCE AND ROCK CONSTRUCTION ENTRANCES SHALL BE INSTALLED PRIOR TO CONSTRUCTION. 2. THE CONTRACTOR SHALL INSTALL CATCH BASIN EROSION CONTROL MEASURES. 3. WITHIN TWO WEEKS (14 DAYS) OF SITE GRADING, ALL DISTURBED AREAS SHALL BE STABILIZED WITH SEED, SOD, OR ROCK BASE, REFER TO LANDSCAPE PLANS FOR MATERIALS. 4. ALL EROSION CONTROL MEASURES SHALL BE INSTALLED AND MAINTAINED IN ACCORDANCE WITH CITY, STATE, AND WATERSHED DISTRICT PERMITS. 5. THE CONTRACTOR SHALL MAINTAIN ALL EROSION CONTROL MEASURES, INCLUDING THE REMOVAL OF SILT IN FRONT OF SILT FENCES DURING THE DURATION OF THE CONSTRUCTION. 6. ANY EXCESS SEDIMENT IN PROPOSED BASINS SHALL BE REMOVED BY THE CONTRACTOR. 7. REMOVAL ALL EROSION CONTROL MEASURES AFTER VEGETATION IS ESTABLISHED. 8. THE CONTRACTOR SHALL REMOVE ALL SOILS AND SEDIMENT TRACKED ONTO EXISTING STREETS AND PAVED AREAS AND SHALL SWEEP ADJACENT STREETS AS NECESSARY IN ACCORDANCE WITH CITY REQUIREMENTS. 9. IF BLOWING DUST BECOMES A NUISANCE, THE CONTRACTOR SHALL APPLY WATER FROM A TANK TRUCK TO ALL CONSTRUCTION AREAS. 10. IN THE EVENT OF FROZEN SOILS, THE GC MAY UTILIZE BID LOG (ERGS-11). THE GC IS TO PROHIBIT SEDIMENT DISCHARGE FROM THE SITE. SEQUENCE OF CONSTRUCTION: UPON IMPLEMENTATION AND INSTALLATION OF THE FOLLOWING AREAS: TRAILER, PARKING, LAYDOWN, PORTA-POTTY, WHEEL WASH, CONCRETE WASHOUT, FUEL AND MATERIAL STORAGE CONTAINERS, SOLID WASTE CONTAINERS, ETC., IMMEDIATELY DENOTE THEM ON THE SITE MAPS AND NOTE ANY CHANGES IN LOCATION AS THEY OCCUR THROUGHOUT THE CONSTRUCTION PROCESS. BMP AND EROSION CONTROL INSTALLATION SEQUENCE SHALL BE AS FOLLOWS: 1. TEMPORARILY SEED, THROUGHOUT CONSTRUCTION, DENUDED AREAS THAT WILL BE INACTIVE FOR 7 DAYS OR MORE. 2. INSTALL UTILITIES, UNDERDRAINS, STORM SEWERS, UNDERGROUND SYSTEM, CURBS AND GUTTERS. 3. INSTALL APPROPRIATE INLET PROTECTION AT ALL STORM SEWER STRUCTURES AS EACH INLET STRUCTURE IS INSTALLED. 4. PERMANENTLY STABILIZE AREAS TO BE VEGETATED AS THEY ARE BROUGHT TO FINAL GRADE. 5. PREPARE SITE FOR PAVING. 6. PAVE SITE AND INSTALL STRIPING. 7. INSTALL APPROPRIATE INLET PROTECTION DEVICES FOR PAVED AREAS AS WORK PROGRESSES. 8. COMPLETE GRADING AND INSTALLATION OF PERMANENT STABILIZATION OVER ALL AREAS. 9. OBTAIN CONCURRENCE WITH THE CIVIL ENGINEERING CONSULTANT THAT THE SITE HAS BEEN FULLY STABILIZED THEN: 9.1. REMOVE ALL REMAINING TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES. 9.2. STABILIZE ANY AREAS DISTURBED BY THE REMOVAL OF BMPS. R. E. = 923.52 ! R.E. = 921.91 '`12-INCH R.C.P. PH II BMP QUANTITIES HEAVY DUTY SILT FENCE ±740 LF EROSION CONTROL BLANKET t1,650 SF INLET PROTECTION 9 EA KEYNOTE LEGEND AO INLET PROTECTION OB SILT FENCE LEGEND PROPERTY LINE -- --' - - ---- EXISTING CONTOUR 925 PROPOSED CONTOUR EROSION CONTROL BLANKET ROCK CONSTRUCTION ENTRANCE INLET PROTECTION SF HEAVY DUTY SILT FENCE 0 PROPOSED STORM MANHOLE (SOLID CASTING) PROPOSED STORM MANHOLE (ROUND INLET CASTING) PROPOSED STORM MANHOLE/ CATCH BASIN (CURB INLET CASTING) ® PROPOSED STORM SEWER CLENOUT PROPOSED FLARED END SECTION qv `a00' PROPOSED RIPRAP PROPOSED STORM SEWER PROPOSED STORM SEWER 100.00 PROPOSED SPOT ELEVATION HP:0.0 PROPOSED HIGH POINT ELEVATION LP:0.0 PROPOSED LOW POINT ELEVATION ME:0.0 MATCH EXISTING ELEVATION 0.0% PROPOSED DRAINAGE DIRECTION 0.0 °°0/ PROPOSED ADA SLOPE GRADING PLAN NOTES 1. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE CITY OF CHANHASSEN, SPECIFICATIONS AND BUILDING PERMIT REQUIREMENTS, 2. CONTRACTOR TO CALL GOPHER STATE CALL ONE @ 1-800-252-1166 AT LEAST TWO WORKING DAYS PRIOR TO EXCAVATION/CONSTRUCTION FOR UTILITY LOCATIONS. 3. STORM SEWER PIPE SHALL BE AS FOLLOWS: RCP PER ASTM C-76 HOPE: 0" - 10" PER AASHTO M-252 HDPE: 12" OR GREATER PER ASTM F-2306 PVC SCH. 40 PER ASTM D-3034 STORM SEWER FITTINGS SHALL BE AS FOLLOWS: RCP PER ASTM C-76, JOINTS PER ASTM C-361, C-990, AND C443 HDPE PER ASTM 3212 PVC PER ASTM D-3034, JOINTS PER ASTM D-3212 4. CONTRACTOR TO FIELD VERIFY THE LOCATIONS AND ELEVATIONS OR EXISTING UTILITIES AND TOPOGRAPHIC FEATURES PRIOR TO THE START OF SITE GRADING. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE PROJECT ENGINEER OF ANY DISCREPANCIES OR VARIATIONS. 5. SUBGRADE EXCAVATION SHALL BE BACKFILLED IMMEDIATELY AFTER EXCAVATION TO HELP OFFSET ANY STABILITY PROBLEMS DUE TO WATER SEEPAGE OR STEEP SLOPES. WHEN PLACING NEW SURFACE MATERIAL ADJACENT TO EXISTING PAVEMENT, THE EXCAVATION SHALL BE BACKFILLED PROMPTLY TO AVOID UNDERMINING OF EXISTING PAVEMENT. 6. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL HORIZONTAL AND VERTICAL CONTROL. 7. CONTRACTOR SHALL EXCAVATE DRAINAGE TRENCHES TO FOLLOW PROPOSED STORM SEWER ALIGNMENTS. 8. GRADES SHOWN ARE FINISHED GRADES. CONTRACTOR SHALL ROUGH GRADE TO SUBGRADE ELEVATION AND LEAVE STREET READY FOR SUBBASE. 9. ALL EXCESS MATERIAL, BITUMINOUS SURFACING, CONCRETE ITEMS, ANY ABANDONED UTILITY ITEMS, AND OTHER UNSTABLE MATERIALS SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE DISPOSED OF OFF THE CONSTRUCTION SITE. 10. REFER TO THE UTILITY PLAN FOR SANITARY SEWER MAIN, WATER MAIN SERVICE LAYOUT AND ELEVATIONS AND CASTING / STRUCTURE NOTATION. 11. CONTRACTOR IS RESPONSIBLE FOR CONSTRUCTION OF PAVEMENTS AND CURB AND GUTTER WITH SMOOTH UNIFORM SLOPES TO PROVIDE POSITIVE DRAINAGE. 12. INSTALL A MINIMUM OF 4" CLASS 5 AGGREGATE BASE UNDER CURB AND GUTTER AND CONCRETE SIDEWALKS. 13. UPON COMPLETION OF EXCAVATION AND FILLING, CONTRACTOR SHALL RESTORE ALL H z W O U U } 0 m O W KQZ< N y W Z 1jM gycr0LL y3ja=O Fz�W3 <WWw w ==LrU= �mo�F �oM>w �z WOWOZ OaZ7 g= m LL Q W w-¢ - CD z O 0) w [C O z n Ld a w z W z U w g7 z O R z N m o o Zz Cd w =az i�=w� o z ¢g¢ W 0O U Y m LU O N = 2 V H N CO 00 ¢ co 4 m > CL co o z Z w Y ^ ¢ m 3 W N 0 0 U STREETS AND DISTURBED AREAS ON SITE. ALL DISTURBED AREAS SHALL BE RE -VEGETATED WITH A MINIMUM OF 6" OF TOPSOIL. O 14. ALL SPOT ELEVATIONS/CONTOURS ARE TO GUTTER / FLOW LINE UNLESS OTHERWISE NOTED. 08 W n 15. GRADING FOR ALL SIDEWALKS AND ACCESSIBLE ROUTES INCLUDING CROSSING DRIVEWAYS SHALL CONFORM TO CURRENT ADA STATEINATIONAL STANDARDS. ' IN NO CASE SHALL ACCESSIBLE RAMP SLOPES EXCEED 1 VERTICAL TO 12 HORIZONTAL. IN NO CASE SHALL SIDEWALK CROSS SLOPES EXCEED 2%. IN NO CASE SHALL LONGITUDINAL v � ■� O SIDEWALK SLOPES EXCEED 5%. IN NO CASE SHALL ACCESSIBLE PARKING STALLS OR AISLES EXCEED 2% (1.5% TARGET) IN ALL DIRECTIONS. SIDEWALK ACCESS TO EXTERNAL BUILDING DOORS AND GATES SHALL BE ADA COMPLIANT. CONTRACTOR SHALL V mj Q NOTIFY ENGINEER IMMEDIATELY IF ADA CRITERIA CANNOT BE MET IN ANY LOCATION PRIOR TO PAVING. NO CONTRACTOR CHANGE ORDERS WILL BE ACCEPTED FOR A.D.A COMPLIANCE /�, ISSUES. O ■ 16. MAINTAIN A MINIMUM OF 0.5% GUTTER SLOPE TOWARDS LOW POINTS. ZO I _ 17. CONTRACTOR TO PROVIDE 3" INSULATION BY 5' WIDE CENTERED ON STORM PIPE IF LESS THAN 4' OF COVER IN PAVEMENT AREAS AND LESS THAN T OF COVER IN LANDSCAPE AREAS. ` O 18. ROOF DRAIN INVERT CONNECTIONS AT THE BUILDING SHALL BE AT ELEVATION 918.50 OR W LOWER UNLESS NOTED OTHERWISE. REFERENCE MEP PLANS FOR ROOF DRAIN �y CONNECTION. LL 19. ALL STORM SEWER CONNECTIONS SHALL BE GASKETED AND WATER TIGHT INCLUDING Z MANHOLE CONNECTIONS. Z 'A 20. ALL STORM SEWER PIPE SHALL BE AIR TESTED IN ACCORDANCE WITH THE CURRENT PLUMBING CODE. O N U) U o W 21. MAINTAIN A MINIMUM OF 1.25% SLOPE IN BITUMINOUS PAVEMENT AREAS, 0.5% SLOPE IN CONCRETE PAVEMENT AREAS. y Of a T W 22. CONTRACTOR SHALL REVIEW PAVEMENT GRADIENT AND CONSTRUCT "INFALL CURB" WHERE PAVEMENT "OUTFALL" O �0 Li r ' = DRAINS TOWARD GUTTER, AND CURB WHERE PAVEMENT DRAINS AWAY FROM GUTTER. LL ^ 0 0 L 1--U) Q MM O 23. ALL PORTIONS OF THE STORM SEWER SYSTEM LOCATED WITHIN 1 Y OF THE BUILDING fV^/ `` / w W OR WATER SERVICE LINE MUST BE TESTED IN ACCORDANCE WITH MINNESOTA RULES, CHAPTER 474, SECTION 1109. o L O J Q O m a Q to ci 1L NORTH Tom U a LU ® zoo = _ Know what's belOW. DGRAPHIIC SCALE IN FEE � Call before you dig. J Ld SHEET NUMB a C3.0 CL co CD N C) N kin N 5 0 JL r W V Z V LI ) U s c m FL 0 _U a1 .y G) 0 tM Z L FOR REFERENCE ONLY NOTE 1- V t7rste (Shown) 1 et d p 2- VS fdaGrateho lan be points oints b Face of Curb 17- ^A Direction of Flow PLAN Catcnbosen casting Grate to be 2" below ohs orate Nsequa 9 tie. R30e -V o egad transition cath an each S radius dab boa_ side of catdlboain. ff Sae d" 2110 for adjoining a surmountnhle curt, ring adjustments -� Too Of Curb tr thick canasta edlaJ precast S• 7' Minimum Doghouses shall be aarraauu��ed an bath the Y Grout filside and Outside ` B'Min. base SECTION 1..CS 1teps Shall be provided in all catch baAn/mor"es and atom sewer manhales Z Casting to be totally ocoved In concrete curb section. 3, No bled Structures are allowed. QPIif STORM SEWER CATCH BASIN 2' X 3' RECTANGULAR 11RABE1R11Me PUTS NkMGAEMASPEC"a ENGINEERING DEPARTMENT • 3101 PROJECT INFORMATION ENCANEERED EFM NAME PRODUCT EPM NUMBER I MAMA ERA EMAIL ADSEP 9NE5 NAME SNBE .ESNUMR SAlt3 EM+1L PROJECTJECT NO. FOR REFERENCE ONLY 24'xW" slab opening for Neenah R3087-V or equal PLANNOW 1- V Grate shown 2- W Grates shall be used at all low points. Neench RW57-V casting and grate or equal. Ses dotal 2110 for ring ad)stments. 8' Concrete color <'•3-•"'.. ;, `.:Fr •:'-' Concrete slab per detail 2108. j Top of barrel section under tale side to have flat tap edge sealed with E E 2 beads of Rarmek or equal. t AA joints In manhole to have '0" 5 VaYlas ring rubber gookets. - Ta 8" Precast eonasts section Manhole steps, Neenah R1981J or equal. 18" an centers. ° Minimum thickness of precast boos r_ V. >{, Mob is b' far W depth cr less ad Increases to a minimum slab `. . A_-•,.- tt ii.' 4�.';,..;. _.'r �:�;:�` thfdmese of B' at depths greater than 1$ or N the structure la largo 1407M�. then 4fl" diameter. 1 Wes "I be grouted both inside ad but" of the structure.t 2.No block alrueturn are allowed. bottom of manhole to 1/2 &If a a�ump Is required a mknknum sump aeplm of 4' shall be constructed" dlanetcr at pipe and daps t 2" toward Invert. below the lowest pipe insert in the structure. A11�11� W1Yi TYPICAL 4' DIAMETER CATCH BASIN MANHOLE 10-14 ENGINEERING DEPARTMENT 3102 I!LLPQ ADVANCED DRAINAGE SYSTEMS, INC. CBA - CHANHASSEN ADS RETENTION/DETENTION PIPE SYSTEM SPECIFICATION SCOPE THUS SFLCIFILAiIOY OESGRISESADS PE(ENTpWOETEMIDNPPE SYBTENB FOR UBE NNCNFTE85UE GINNTY-F SYSTEMS UTILI2INGA COHTWUDUSIXRFALLSTRUCnNYE. CHANHASSEN,MN NOTES 1) AU EIEVAMONB DIMENSIONS AND LoWnous OF RISERS, NLETS AND OUTLETS. SHALL BE LONST0191 WA-IEIi CGLLET.Tp! VERRIEO BYTHE EN(wIEER PRIOR TORElFA3NG FON FABMGATICN. 2) NSTNATN3NS REARNESAMNEDB001ff0.1MATEMIA USEDA0.MCENTTOTWPIM SYSTEM. AND ESPmNLLV NNOLWNG GRXM) WATER CONDITIONS, COMMERATION SHOULD MGNENTOTHEIA4EOFCVnSKETm PIPEJOIMSATTHEV YLEASTTNE%PEJgWS& LD � WRAPPED N A 9UTAME, NONWOVEN (iFDTEXnLE iABRDTO PREVENT YWEIMTON OF FVB:S INTO TIE PPE BYBTETA. 3) coaeeyv, IMRCg4B{RVCnd1 EpLRENTLOADS MUST BE TAKEN IMOACCOWT. 4) ALL PIPE DIMENSIONS AM SUBJECT TO MANUFACTURERS TOLERANL£S. JOINTPERFORMANCE BI ALL RISFABTO SE FIELO EXTET.LFD URTRMEEO TO FMAL CdiALE. P W N END /SOIL-TIGM (6n By. STIR%PE SHALL BEJONm USYNGABFLL NJD 3%GGTJOIm.TNE BELL ANO9RC�TJONT BNALL YEETTHEBIXL-TIdIT I✓EWaE1.ffN130FA3TN F2:CB THE NOFABMaNEO HERSYMPROVE9IHEATTACHFD PAf£B. ANO GASNEB SWLL MEETTIE PEWIHELffNT3OFASM F4Tl. PLAIN END PRE AND FITTINGS CONNECTIONS SHALL BE JOINED WITH COUPLING &VOS CAVERMG AT LEAST TWO FULL CORRUGATIONS ON EACH END OF THE PIFE.GASRGMO SOC.TdIT W FLIG BPNO DONNECTIONS SHNI1NCIXiPoMTE A CLOSESD E SYNTHETIC EXPANDED RUBBER GASKET MEETING THE REDmrORAENTe OF ASTM 0I06 GRADE W?. GASKETS, NMEN APPLICABLE, SHALL BE INSTALLED BY THE PPEIMNUFACTURER CUSTOMER DATE n INGB FlTnNGS511M1 CONFORM TOA3TM F23m AN0MFEf JOIM PFIrOflMANCE BIOICATW AOOVE FOR FITnNGS CONNECTIONS. CUSTOM FlTTIHGSME AYAILABLEAND MAYREIXLRE SPECUL NSTAL1AnON CPoTERIIXI. INSTALLAnON INSTNUnpi MALL BE IN ACCORWNCE WRHASTM O23it M!O AOS RELUrAFNOED INSTAUAnW GUX'ELIfff3. WI1H THE IXCEP]DN 1fNT MINIMILA COVfA N NON-TRPFAL AREAS FCQ 12d0 NCH (S0.f WO mm) DINAETER59a418E 1 FT (03 m). MNII.aM1 WVER INTMFFNMED AREAS FOR 1236 MCN (3D66m mm) dM1ETF_RS 3NINL BE t FT (03 m) NIO FdY/2e01NCH ItD50.150pmm) gAMTH TH, THE MINMUM CATER BHNLGE2 FT (0.8 m). RACJ(FlLL GNALL CONSIST OF CUAS51 . MINIMGTm) CRCIASS II �MNIMUM RI96SP0)1MTRUAL W(M THE EXCEPTION THAT W INCH n5NOmen) SYSTEMS $HALL USEDLASS ATIONI FOR BUOYANCY COVERHTI:NS. MA IMUMCONES FOR PPEEM II CY.IiEFERTOAOUFIU_IS CAL NOTE CONTAE FLOTATDN' FOR BIH EN MA DESIGN CQYSDERA MAY BE NANIWIM , ADDS INIIt SYSTEM USING STANIMID BACKFILL IS B FT (24N THE REPRESENTATNE WISH MAXIMUM FILL HEIGHT MAY BE E%LEFIIED. ADORKMHLINSTALLATNN REOIMREMEMSARE PRWIOm IN TIE DRARIAGE HAN0000KBH.`IDN e'TETHVTIONDETEMION-. PI33 flECOMMENO3THE USE OF'FlIX3TORIA CATM W INSERTS WflB'D CONSTRULTDN FOR ALL NLETSTO PROTECT RIE SUBSURFACE STORMWAIERMANM£M£M 3YSTEM FROM OONSTRIL:TDN ST1E RUNOFF. e FlLTERFA&UC FlTSPECI ICATEPWI (MERE REOtHMD (PER PROJECT PECIFMATKKIS), TRAFFDI ITION BY ENdNEER) � � _i_- . / 1- x CLA_SIORn MATERIAL RACED NO COMS'AGTED IN ACCORDANCE WITH /IBIMDDNG C SUITABLE FOINDATIDH CCLASS I OR II =8'(15R men) MN. FOR ASTN DOM1 N PIPE 201.E NOMNPL NOMNAL OAMETER OD. TYPICALT SPACING-C INDAL SICE ffi Ow MH N. QIGN-FRAFFIC M4N. (TZRC) W4r WtB' 12 IS-) IT Doe mm) Q (24m) H H H IFLEx PJMm (RIdO PYM1T) (GRREBMEA) UNDIMMED EARTH 'MAXIMUM FXI. HEIGMTSOVERMNIFlTRNDSCONTACFGTMERS REPRESEf1TgTIVE iOR NsrALUATKNmL3DERAnOxs wHENnExcTEDs Sr (2,4.). NOTES: 1. ALL REFERmCE3 TO CIg3510R 11 MATERW ARE PER AtiTM D921 6. BEDDING: BdTANE MATEIWL SHNL BEQASB I ORB. THE 'STANDARD PRACTICE FOR UNDERGROUND INSTALLATION OF COHFRALTOR SHALL PROVDE DIX-.IIMEMATION FOR NATERM n1ERMOFLA.STICPWE FOR 9EWER8 Aida Dn1ER GR/tVITY FLON SPECIFUCAnON TO ENGINEER UMESS OTHERWISE NOTED BY THE APELCAnONV, LATEST EDInI MONEER. MINIMUM BEDDING THICKNESS SHALL BE 4' (102mm)FOR C-24-11 DJ6%mm7 a (152om) FCR 30aP 03aaJ0 mm? 2 ALL NETENFION AYD DETEMKK4 SYSTEMt38XALL RE N3FILLm IN Db21 AFDFHE ]. WITIASINLL IE BINOING STAUJOEDRgN MANUFACEI1RRt5 %ININIm e%TALLATNRI GUIDELINES. MNUFACTURERT PUBIS OTERW Fee(152.410R THE PIR ZCIE EXTEIDNG NOT IEBB THANVn52 mm)PBOVE THE CROWHOFPIPE. TOE RSHALLO ] PPDUNIENrAAPy NATULSPECIFICATION TOENGINEEk NATIVE PINES IWO THE BPCIffLL MATERAWHENREQUIRED. SEE MATERIAL SHALL BEINSTALLED AS REQUIRED IMASTM DWI. ASTM 0. LATEST EDITION, 4. FILTER FABRIC: AGEOMXTILE FABRIC MAY BE USEDAS SPEGFlED A. CODER: MINIMUM COVER OYES ALL RETENTCNIDETENnCN By THE ENGNEMTO%IEVENFTHE MKiLATIW OF FIHE3 FRCMTHE SYSTEMS N NON -TRAFFIC APPLICATIONS (GIVES OR IMDSGAEE NAnVE S01L INTOTHE SELECF BACNFILL MATMWI. 13M TOP OF%PE TRE%TNT ASEASON BE "TATTLE. ADDITIONAL COVER MAY BE REQUIRED TO PRE017 FLMTATLN4. L MAY THE I3WIRED 5. FOUNDATION: TNEATETO F)DIAMIGATIDVS.ND WHIR).)F91r(306 UWT0 A DETAI CONTMCTMSNPLL EM:AVATE TOACEPTH REWIRED BY THE B Sw GOD OI FOR 36'16Mm.) ENGINEER ANO fEP1ACE WITH SUFABLE IMTF]iNLAS SPECIFEO TO DIAMETER Mm.O24'n10mm)OF ROM MR OFPPETG BYTHE ENGNEER ASAN ALTEPMATNEAND ATTIRE dSCPETiON OF TO OFISSIP BOTTOM OF FLDW.ffTER%FENT OR TO BOTTOM DFLHM PAVE THE DESIGN ENGMEEfI,THE TRENCH BOTTIXA IMYBE STABLPED DTGSTTOTOPOFRIGMPWSFM MACIMIAMNSTEIOM LMIIED TOa FF (2.4 m)DVERFRGNOBFM USINGA C£OTE](TL£IMIERIAL ONBTRUATpNS.CIXiiACTA BALEBREPRFSEmAnVE WHENMAION FlLL HFJGIfT3 EXCEEDaFF (24 m)FOR MHEN ,INSTALLATION a.N3X1EMnONS. CLASS I OR X MATERIAL FERASTM 02321, I(203 Ean10NCOANACTML Q MAx B' MAUL S L00.5E UFTBTG aw MIN.OF MAX SPD 2 N z D P 9 U a2$ PLAN VIEW 9 • LOAD BEARING CONCRETE COLLAR VrcV % AS SPECIFIED BYOE9GN ENdNFER � FRAMEaBMTRaOLID CODER a' `€'� (MHERE RIo.'MD) i (EEE NVLCPIAST DEFAI) RRCOVE � TWFFIC INSLALLAnd! R MEW DET NON-TRMTDINSTAUAT'. rids COVER HRGHF OEFMS U 1' D N, W W t y{ COIMRUGAIEDHOPE RISER (SPECIFY dAMETERI " 2N UNDIMMED EARTH �� 2 TM- _� wTlDuli IXA881 O7 �'�{t} a21 AnRmLLN A4TAIDH BETNXNG (CLASS ICRII MATERNL' k COMPACTED INMAI.8- =4"(102PoR12-26'(m0emmml HOPE PIE£-' IID3mm1 LOOSE UNITS TO =V(t52.1 WIN FOR 9OaV (]50.1500 mm)HGPEPIPE M MIN. OF MIA](. SPD SECTION A -A QQg2 •Lpb IN TRAFFIC AREAS SUCH THATTHELINE LLOAD IS TRANSMITTED o T Z TO THE SURRW p NNG SOIL AND NOT DIRECTLY TO THE RISER. 0 a 5pe 5b +^ 1a4 i! S g'4 e� 1 yy n� 3 d 7 OF 8 FOR REFERENCE ONLY MITI, &MUW?t" orb k sinew to W avaitlalwd 'i� into a 5-e1e two dab I, eat h catdbmh else a Wets Neench R-JoeT-v or le vim eX qd arumA gAtor Amx Ca=IdcNn to be d=W Y' ` Ad 'SF below MledWl WIl1a IM Wade. Ness R.Wa7-Ye be ` al shall ueentl at ON We Paints. A ISOMETRIC Nat I. Sid. 2-94-/2' Long RWm il iC Tmndtwn 1 11 Transition Top of curb r Door nns Wade Y-%h1Y' lens Mbvs Ftane 4 emnoli SECTION A -A rise to Sans QPIOF CURB CONSTRUCTION AT CATCH BASIN NEVTRIY-1g ENGINE€RING DEPARTMENT Pula �` 3108 JULNI 6, 106 FOR REFERENCE ONLY Mardlde Castling, Lid and II Being Rings (See Plates, 2110 k 2 11 j -8" Concrete Collor Manhole steps steal! b. Newch R-1981J, 16' on center, �Sal be an D Tininess Pipe Diameter Ism 18' or Luger joints gosketF de to hate °0"riro-g rubber Pipe shall be but off 4" 6om the 61 _ /,-- Inside lowof the manhole wall. Inverts Must be 1/2 of PIPE Be d Be SECTION mEW Skicedd Diameter dthe Invert Minimum thickness of precast bee slab he 6' for W depth a Ian and increoaes to a minimum slab thickness of 9' at depths greater than 14' or if the structure Is larger then 4e dianetm. NOTE: 1. All dog hmA>nes; shag be grouted both inside and muteids of the structure. 2. Men the manhole o catch town Structure re constructed outside of the traveled roadway a witness poet and sign (Midi) shed be Installed most to the MH 3, if a sump MH Is rewired. a minimum sump depth of 4° shall be constructed below the lot t pips invert in the structure. STANDARD STORM MANHOLE �ta-1a ENGINEERING DEPARTMENT �- 3100 FOR REFERENCE ONLY UNDERGROUND STORMWATER MANAGEMENT NOTES 0 1. CONTRACTOR TO PROVIDE (2) DOUBLE RING INFILTROMETER TESTS WITHIN THE UNDERGROUND SYSTEM EXCAVATION PRIOR TO Co INSTALLATION OF THE UNDERGROUND SYSTEM. THE CONTRACTOR SHALL PROVIDE THE RESULTS TO THE ENGINEER FOR REVIEW tN�D AND APPROVAL PRIOR TO INSTALLATION OF THE UNDERGROUND SYSTEM. o 2. CONTRACTOR SHALL OVER -EXCAVATE ALL TOPSOIL AND FILL AS NECESSARY TO NATIVE FREE DRAINING SOILS. EXCAVATION SHALL r BE REPLACED WITH SUITABLE ENGINEERED FILL MEETING THE MNDOT SPECIFICATION FOR COARSE FILTER AGGREGATE PER SECTION 3149.2H. DEPTHS OF FILUURBAN FILL EXPECTED TO VARY, CONTRACTOR SHALL VERIFY DEPTHS OF EXCAVATION AND PERFORM INFILTROMETER TESTS PRIOR TO INSTALLING UNDERGROUND SYSTEM. 3. IF NATIVE SUBGRADE SOILS BELOW FILL ARE DETERMINED TO NOT BE CONDUCIVE TO THE DESIGN INFILTRATION REQUIREMENTS, THE CONTRACTOR SHALL REMOVE AND REPLACE THE POORLY INFILTRATING SOILS TO A DEPTH WHERE THE EXISTING NATIVE SUBGRADE SOILS MEET OR EXCEED THE DESIGN INFILTRATION RATE AS REVIEWED BY THE ENGINEER. 4. UPON COMPLETION OF THE STORMWATER BMP AND FINAL STABILIATION OF THE TRIBUTARY DRAINAGE AREA, THE CONTRACTOR SHALL PROVIDE DOCUMENTATION THE BMP AFTER A SIGNIFICAT RAIN EVENT THAT SHOWS THE BMPS DRAWS DOWN WITHIN 48 HOURS. Z NJ 5. NO CONSTRUCTION EQUIPMENT SHALL TRAVEL WITHIN THE UNDERGROUND INFILTRATION SYSTEM AREA. USE EXCAVATOR WITH 2 TOOTHED BUCKET FOR INFILTRATION BASIN EXCAVATION TO AVOID COMPACTING OR SMEARING OF SOILS. O U 6. FINAL EXCAVATION OF UNDERGROUND INFILTRATION SYSTEM AREA AND INSTALLATION OF OF ENGINEERED SOIL MUST OCCUR IN DRY SOIL CONDITIONS TO PREVENT SMEARING AND COMPACTION. DO NOT WORK IN INFILTRATION SYSTEM AREA IF SOIL CONDITIONS U ARE WET. 7. IMMEDIATELY FOLLOWING SYSTEM CONSTRUCTION, THE EXCAVATION FOR THE TRENCH SHALL BE IMMEDIATELY BACKFILLED WITH APPROVED BACKFILL MATERIAL PER MANUFACTURER'S RECOMMENDATION, OR THE EXCAVATION SHALL BE PROTECTED WITH SILT FENCE AND OR BIO-ROLLS SUCH THAT ON -SITE SOILS DO NOT ENTER THE TRENCH EXCAVATION AND CLOG UP THE BOTTOM/SIDES O THE TRENCH LIMITING THE INFILTRATION CAPACITY OF THE UNDERGROUND SYSTEM. 8. IF ANY SOILS ENTER THE TRENCH PRIOR TO BACKFILLING, THE CONTRACTOR SHALL REMOVE SOILS AND CONFIRM THE INFILTRATION ; CAPACITY OF THE NATIVE SUBGRADE SOILS IS MET WITH INFILTROMETER TESTS. Z : 9. CONTRACTOR SHALL COORDINATE AND COMPLETE CERTIFIED AS -BUILT PLANS DEMONSTRATING ALL CONSTRUCTED STORMWATER CONVEYANCE STRUCTURES, AND STORMWATER MANAGEMENT FACILITIES (INCLUDING AS -BUILT VOLUMES) CONFORM TO DESIGN AND/OR PLANS PLANS AS APPROVED BY THE CITY. 10. STORMWATER MANAGEMENT AREAS TO BE KEPT OFF-LINE UNTIL DISTURBED AREAS ARE RESTORED. IF NOT POSSIBLE, SYSTEMS _^ a , MUST BE CLEANED OUT PRIOR TO CERTIFICATE OF OCCUPANCY. ^` o Z f z i TOP OF POND ELEVATION: 921.50 24" RISER VM'H DOME GRATE 2 l ® ® ® ® ® �- •-,-! �.u,_. ,e,�u - - q__ TOP OF GRATE: 921-20 - t l J k � f ITEM CITY PART ON DESCRIPTION AN STAN VENDOR NOTE <IETI DTY ALT. PARr4 DESCRIPTION STAN. NOOR NOTE t 13C0103AN1 NHXOLOTEE COMP ADS SEEOETNL 9 1 15BLIVIGAWE MIHOUESA TEE STAN Are FIEtD LOCATE g E 1-1 1 OBmNI WMANI OLD RISEN STAN fSEE 10 t BL1214M BLUEI BLUEf3]BH01EES. STNJ ADS N°T SHPNN Y 2 1 3Y+AN 31100I E MANIFOLDNUEI 3B'.OgJBLE MG l NFMDTEE STAN ADSADS ADS SEE DETAIL DETAIL 1f iS .YMM 38'.SRIT COUPLES. STAN AOS NOTSHGVIN 3 F 3 2 SOMAS 3VTRPLE MANIFOLD NEE STAN ADS SEE DETAIL 12 3FOLL8 1m5 SV Om1TG B01.15'X mY Sm3Y TFEPSCAN OVEPA STAN ADG BEE CETAL 2: ,] a 6 3 d2W� SCSI 3r MANIFOLD 93 DEG BEND STAN ADS SEE DETAIL 13 1 ZTtLIGfiN 12':INLINEORNN. 1M ADS STAN Af3 SEE LFIAL N 2 G 5 1STICKS 9TKTC-1 36'Nt2 HNY 3TIB.30LID.26' pJ3 ADS BEE DETAIL 14 1 2 AG 2TIM_MEDRNNSPECWR3RATE STAN AW SEE TETNL Sf F q4e E 6 13STICK6 3MSmma 3VN12MVY.STIBSOLID3P WAN ADS ASSHOWH 15 1 BTOTHERS CONCRETE STRUCTURES HA BY] 12STIC16 3 B 3VNf2HWY.STSSOLIDg9 STAN ADS FIEUDCUT tB 14337U 53i LY NA IXCAVATION NA IU NOT SHONN zB 212N121S]2PIPE irN1T MISC INSERTATEE STAN AOU' F&tD LOCATE B NOTES U 3 �j THE SITEDESIGN ENOMEEft MUST REVIEW E]EVATION6 AND IF NECESSARY ADJUST d0WING TO ENSURE THE PIPE COVER Q i REOUWEMENTS ARE MET. O 9TUB 3MEB MD INVERTS TO BE VMFIED BYIW WEDESIGN ENGNFEA MM TO FARRN:ATON_ U • ADS RISERS ARE FABRICATED W SOD mm) FROMTOP OF%PETO TOPCF RISER DUETO SHIPPINGLIWTATIORS.A001 IN. PWEANO r COMLERS CNM BE USED TO EXTEND TIE WSFRS TO dUOE. & �� IAYWTBHOWN DDEB NOTINCLDDE ADdTICWLL PIPELMANadl]NEEOEp FCq pgpPER PIPE INSERTION M1G 6tilUCRIRE9. NOT FORCONSTW mKKl � M u �a yyy1 }R IL tl3 M.r W r -BUT ENGVATION ] e B s B ] LMrT3) � PROPOSED STRUmUl4E 4 f (DESIGN BY ENGINEER; I PImnOW BraT1ERs) 71 t9 M6ERTATE£TO BE 2 S FIEWIDCATEDANDNSTALLm f tr Xr NYLOPLAvr N'NvLOP 43T p y,Ek NUNS dIAN RUNE DRAIN OF I9EE OETML) (SEEDETAIL) 2 N h R n3 3 Z IT MBERTA TEE TOM I RELD LOCATEOANOIx6TNIFD ^ 4 W (IYP2 PLACESI (L 3 R x 4 Qk dR= iqA L Jpd pg4pE e T 6 6 T i Q E r 2tlt tl SHEET - - ADSOEOTEIRILEFABRIC F 2 OF 8 NYLOPLAST INUNE DRAIN NT5 INTEGRATED WCTLE IRON fRALEaC-MTE50LD TO MATCH INAINE O.O. 1T M irm) MIN FOR G12.i17 Gesm em men) DETENTION SYSTEMS 24' (BIO men) MN FOR SQUID' MEASURED Y_ MEASUREDFRONBOTTOM PAVEMFM IfOR AASMO H-20)0) NRD ACCOROMG TOL. PLAMWTANE OFF TDETEWONHITTING I V H57 mm) MN MOTH AASHTO HmD CONAB CRETE ST Ir=FI )MN THICKNESS TRAFFIC LONIS: CONCRETE dMENSIONS APE FM GUIDELINE PUPOSES OILY. DESIGACTUAL CONCRETESLA9 MUST BE IOERAFTFlIQCJIFCOAR LOCALO OONDME a OTHERAPPLICABLE ONG DESI(iY FACTORS VMIOM TAMS FN,E HOUTLET - ADMTERSAVAIIAPHOPE (108]50 mm) FOR CMMM.ATEO FYIFE _ WATERTIGHT JOIN] PoMLDATm HDPE SHOM) FORA OPRE LLL REUIREMEITS FORARPE BACKFIL REIXIIREMENTS NOTES 1. B-3V(IDDTW mm) GRATESRICID COVERS SHAL BE DUCTILE IRON PER ASTM AM 2. 12-W (30DI men) FRAMES SHALL BE DUI SIGN PER ASTM M`TB GRACE Tab0e5 3, IX W IN BASIN TO BE CUSFO M MANUFACTURED gGCORDINO TO PIAN DEFNLa 4. dW ECOME Nast WTIOWWE SNMLLCONFORMTORSTMDffif2FOR CARRUCJ•TED NODE (AQ5 a 1MNLOR qY4 wALL) a set 38 P!C S. FORCOMRDE&GNMJD PRODUCTINFORNMTION: WWYI.XYLOPLASIy$.COM S. rooROER CALL L: raam4nw A PART# GRATEISOLID COVER OPTIONS 2N6AG IPEOMTHI STANOARO LIGHT SOUDLIGHTDUIY (IDO mm) IVmm) VIOLAS PEDESTRONUGHT STANDARDDUTY 9ou0 UdIT DUTY ( DUTYLIGHT +r FEDF_sTRNN STANOARDAAairo SOLID PASHTOH-10 H2O AASHTO HID 1A PEDESTRIAN, STANOMGAASHTO BOW PIS mm) 2TiSAG AASHTONFIO HID AASHTO HZI IV PEDESTRIAN sT/WBMOPPSHTO SOIID (450 mn) n1S' AA91TO H10 HID AASHTO H2O 2'r PEDESTRDVM STPNDARDPASIRO SOLID (am mm) 27z4AG AARnOH10 KID AASHTOHA 30• 2]9GAG FEUER. srAxnARD AASIno SOLD,men mm) M91TOH-20 HZO I APSMOF42D Y O N i BOTTOM OF POND ELEVATION: 919.50 n _,.._.... �_...�.�...._... 24" STAND PIPE 1 ....._. _.-- - Its 12" HDPE, SEE GRADING AND DRAINAGE PLAN INFII TRATInN RASIN TVPIr_AI CFr`TlnlJ RCr CRGIYVC Vlt 2499CGD FOR REFERENCE ONLY N.T.S. NYLOPLAST 24" DRAIN BASIN: 2824AG X (1, 2) INTEGRATED DUCTILE IRON _ \ FRAME &GRATETO MATCH BASIN O.D. I MINIMUM PIPE BURIAL DEPTH PER PIPE (3) VARIABLE INVWT HEIGHTS MANUFACTURER AVAILABLE (ACCORDING TO RECOMMENDATION PLANSTTAKE OFF) (MIN. MANUFACTURING RED. SAME AS MIN. SUMP) (41 VARIOUS TYPES OF INLET B OUTLET ADAPTERS AVAILABLE V -24' FOR CORRUGATED HOPE (ADS N MINICOR DUAL WALL, ADS'HANCOR SINGLE WALL), N-12 HP, PVC SEWER (EX: SOR 35), PVC IhW (EX: SCH 40), PVC C900fCB05, CORRUGATED S R'BBED PVC WATERTIGHTJOINT (CORRUGATED HOPE SHOWN) (5) ADAPTER man ARABLEW-M ACCORDING TO PWS i- GPATESISOLIOCOVERSHALBEWaLENONPERASiNA536GRADEi0.'Ellv. 2 - FRM!ES SXgLL BE WGTLEIRON PRRASIMA536GR4DF ]OuN15. TMB ANT R64CLOSEBSIIBJF�T NATTERN'WXICH 3-DHAR: INTOSECUSTOMMM'UFACTL4iFDACCORONGT(1PUJi DUT M)PLASTHASPROPMETARYRIGHTS. THERECEIM RISERS ARE NEEDW FOR BANS UVER M' WE TO SHPPMG RESTRICIIMS OR POSSESSION OF THIS PRINT DOES NOT CONFER, SEE DRAW NG NO7pp1-1160&4 TRANSFER ORLCENSE THE USE OF THE DESIGN OR 4-DRNNAGEC"EMINSTUBJMTTGHINESSSHALCONFONTO TEGMDN MFMMATIQV SHOYRi HEREII MTM IYVI2 FOR CORRUGATED HOPE (ADS Tr12MPNCOR WILL WALL), N-12 HP S PVC SEWER REPRODUCTION OFTHS PRNTMM'YINFdAMTI(N Cl3NTNNED HEREIN, ORMANUFACTUNEOFN:Y 5 ARTICLEHEREFROMFMTHEDISMOSURETOOTHEI ANOIE BETWEEN ADAPTERS SEE DPAMM NO. MMIDUt2 19 FORBDOEM1. EXCEPT B✓ $PECIFD WFfTUEN PERMSSION FROM NVLORAET. cmumTln Y 16' MIN WIOTH GUIDELINE S' MIN THICMESS GUIDELINE TRAFFIC LOADS'. CONCRETE SLAB DIMENSIONS ARE FOR GUIDELINE PURPOSES ONLY. ACTUAL CONCRETE SLAB MUST BE DESIGNED TAKING INTO CONSIDERATION LOCAL SOIL CONDITIONS, TRAFFIC LOADING, 6OTHER APPLICABLE DESIGN FACTORS. SEE DRAWING NO.7001-110-111 FOR NON TRAFFIC INSTALLATION. (3) VARIABLE SUMP DEPTH ACCORDING TO PLANS (t" MIN. SABER ON MANUFACTURING RE0.) 4" MIN THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER GRANULAR MATERIAL MEETING THE RECWIRSA NM OF CLASS I, CLASS II, OR CLASS III MATERIAL AS DEFINED IN ASTM D2321. BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE PLACED 8 COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM GRATEOPTa3NS LOAD RATND PARTi DRAWINGS PECE-N MEETS H-10 NWCGP TOLL-ItD218 STANDARD MEETS HA NEBCGS T(Nt-tt611T D R MEETS i4DCGC ]mi-118215 DOME call 24000GD Tmi-1'.r5 CROP NORRTE LpHT OUn' M[11d T001-1+DaT5 3130YERONUAW auimm.aA3afB Mw SUN BAMI GMCKSPEC INS�Au"Un'' DEML T 1:4 SHEET Iwi OWa NO. 70014104a REV E n 'a d Z m 0 O O J m K <Q~ zz F ll ¢ Z O a OTom uj ¢%nW= :W i F < W C W K O N�?ao Lidz F y p N C. W Z U J W W z J f O N W w o Z m O H ¢�Q YUz�WO GO a W LL O Z of 0 Z W Z O Dames WM Z 0O C U F m W O NUU x O dCID N Q LO CO Q rat DO Q O O Lu Go< Y z 3QUd Y U y SO UJ Q U a oz ar LU W Q Z 2 N 0 W i0 LU > 0 0 N O > Rej W m C m IL LU a� TOMa w _ale W U Z a U SHEET NUN C3.1 Q O N O N O N rn N N a S 0 3 Z 2 WATER SANITARY CITY OF CHANHASSEN CITY OF CHANHASSEN PUBLIC WORKS DEPARTMENT PUBLIC WORKS DEPARTMENT 7700 MARKET BOULEVARD 7700 MARKET BOULEVARD P. 0. BOX 147 P. O. BOX 147 CHANHASSEN, MN 55317 CHANHASSEN, MN 66317 TELEPHONE: (952) 227-1144 TELEPHONE: (952) 227-1144 FAX: (952) 227-1942 FAX: (952) 227-1942 ELECTRIC COMMUNICATION MINNESOTA VALLEY ELECTRIC LUMEN/CENTURYLINK 125 MINNESOTA VALLEY LOCAL NETWORK IMPLEMENTATION ELECTRIC DR. 301 65TH ST W JORDAN, MN 55352 RICHFIELD, MN 55423 TELEPHONE: (952) 492-313 TELEPHONE: (763) 326-2525 FAX: (952) 492-8261 CONTACT: AARON LESMEISTER CONTACT: JEFF LANGEBERG GAS CENTERPOINT ENERGY 700 WEST LINDEN AVE P.O. BOX 1165 MINNEAPOLIS, MN 55401 TELEPHONE: (612) 321-5381 CONTACT:CHARLES MAYERS / / IIf-A / � P • 7 / r PR. POWER, SEE MEP PLANS FOR DETAILS / //f / •/ / • •� A "I � / '7 /7 a z � /%�� Qom- .'/ � ./� •%' /// � a V / PROPOSED CHRISTIAN I �^ BROTHERS -J / •�j AUTOMOTIVE •//• • SF FFE,923. 0' II O` ••/ '. •///• •/// PR. STORM SEWER SEEGRADING DETAILS AND DRAINAGE PLAN FOR DETAILS / 7 � // PR. GAS METER, SEE / 4 ^ MEP PLANS FOR O- / • I, ` DETAILS, F/• INV: 913.19 A - Jl l' /l / D RIM:922.74 A INV: 9 2.74 RIM:922.65 a Ij l CONNECT TO EXISTING K / G _ (BY OTHERS) ` • • INV: 913.06 PROPOSED APPROXIMATE RIM: 922.75 a LIMITS OF UNDERGROUND PR. TRANSFORMER PAD, SEE PLANS INV: 912.50 WYE CONNECTION ✓ INFILTRATION SYSTEM BY OTHERS FOR DETAILS I H INV: 912.50 7 .. IA' A INV: 912.71 A ` CONNECT TO I ✓l� F 21 LF @ 2.0% �+,+• I' EXISTING / D \ UNDERGROUND f I (BY OTHERS)'��� 'yam ,' _ J ?� STORMWATER MANAGEMENT /// A a RIM: 922.55 I Q `INV: 912.08 " DRAINAGE PLAN FOR DETAILS I IIJ ME CONNECTION - �• 95 LF C INV: 912.08 I WATERMAIN CROSSING, MAINTAIN �I 11.5' VERTICAL CLEARANCE 8-WIDE' X IN 4" THICK UTILITY CROSSING I RIGID POLYSTYRENE - 12" STRM BOTTOM: 916.90 10.0' F 44 LF @ 2.0% 6" SSWR TOP: 911.40 I--- -, CLEARANCE: 7.50 - _ I ill •� `� I I PR. 1 O' DRAINAGE AND _ - fD .. UTILITY EASEMENT � - -- �`--------- - ---- ... © I WATERMAIN CROSSING, I 11 li EX. 27" RCP STORM SEWER MAINTAIN 1.5' VERTICAL 8'0 - �/ �j I CLEARANCE e_ _ L CONNECT EXISTING 8" / SSWR STUBB WITHITH RA 6"X8" REDUCER I \Cj\ \ NV: 911.205 /INV: �� \ .- •. B E UTILITY CROSSING 1• - I I I I I I i EX. 27" STRM BOTTOM: 912.60 0 I I REMOVE EX, 8" SANITARY SEWER STUB PER CITY OF 6" SSWR TOP: 911.18 I CHANHASSEN STANDARDS AND SPECIFICATIONS, CLEARANCE: 1.42' I I ADJUST MANHOLE I I CONSTRUCT PR 6" SANITARY SEWER SERVICE. CORE AND ELEVATION TO BOOT CONNECTION PER CITY OF CHANHASSEN PROPOSED _ STANDARDS AND SPECIFICATIONS GRADES RIM: 921.95 RE: 921.95 I ! INV: 910.8 N INV: 910.7 W INV: 910.8 E MO�4 Know what's below. GRAPHIC SCALE IN FEET Call before you dig. 0 10 20 40 LEGEND 0 EXISTING PROPOSED o N I%< ►� GATE VALVEm HYDRANT Q REDUCER w FZI TEE QS OS SANITARY SEWER MANHOLE ® ® SANITARY CLEANOUT WATERMAIN SANITARY SEWER �•- STORM SEWER STORM SEWER /n ELC UNDERGROUND ELECTRIC Z w - - COM COM TELEPHONE 2 - - -- GAS. ----- GAS GAS MAIN 0 U UTILITY PLAN NOTES U 1. ALL FILL MATERIAL IS TO BE IN PLACE, AND COMPACTED BEFORE INSTALLATION OF PROPOSED UTILITIES. 2. SANITARY SEWER PIPE SHALL BE AS FOLLOWS: 8" PVC SDR35 PER ASTM D-3034, FOR PIPES LESS THAN 16' DEEP 8" PVC SDR26 PER ASTM 0-3034, FOR PIPES MORE THAN 16'.26' DEEP 6" PVC SCHEDULE 40 PER ASTM D-3034 DUCTILE IRON PIPE PER AWWA C150 3. WATER LINES SHALL BE AS FOLLOWS: 6" AND LARGER, PVC C-900 PER ASTM D 2241 CLASS 200 UNDER COUNTY ROADS, OTHERWISE CLASS 150 4" AND LARGER DUCTILE IRON PIPE PER AW WA C150 SMALLER THAN 3" PIPING SHALL BE 1" ID PE/HDPE OR PEX PIPE 200 PSI RATING ANSI 816.22 OR PVC, 200 P.S.I., PER ASTM D1784 AND D2241. 4. MINIMUM TRENCH WIDTH SHALL BE 2 FEET. 5. ALL WATER JOINTS ARE TO BE MECHANICAL JOINTS WITH RESTRAINTS SUCH AS THRUST BLOCKING, WITH STAINLESS STEEL OR COBALT BLUE BOLTS, OR AS INDICATED IN THE CITY SPECIFICATIONS AND PROJECT DOCUMENTS. 6. ALL UTILITIES SHOULD BE KEPT TEN (10') APART (PARALLEL) OR WHEN CROSSING 18" VERTICAL CLEARANCE (OUTSIDE EDGE OF PIPE TO OUTSIDE EDGE OF PIPE OR STRUCTURE). 7. CONTRACTOR SHALL MAINTAIN A MINIMUM OF T-5" COVER ON ALL WATERLINES. 8. IN THE EVENT OF A VERTICAL CONFLICT BETWEEN WATER LINES, SANITARY LINES, STORM LINES AND GAS LINES, OR ANY OBSTRUCTION (EXISTING AND PROPOSED), THE SANITARY LINE SHALL BE SCH. 40 OR C900 WITH MECHANICAL JOINTS AT LEAST 10 FEET ON EITHER SIDE OF THE CENTER LINE OF THE CROSSING. THE WATER LINE SHALL HAVE MECHANICAL JOINTS WITH APPROPRIATE FASTENERS AS REQUIRED TO PROVIDE A MINIMUM OF 18" VERTICAL SEPARATION. METING REQUIREMENTS OF ANSI A21.10 OR ANSI 21.11 (AW WA C-151) (CLASS 50). 9. LINES UNDERGROUND SHALL BE INSTALLED, INSPECTED AND APPROVED BEFORE BACKFILLING. 10. TOPS OF MANHOLES SHALL BE RAISED AS NECESSARY TO BE FLUSH WITH PROPOSED PAVEMENT ELEVATIONS, AND TO BE ONE FOOT ABOVE FINISHED GROUND ELEVATIONS, IN GREEN AREAS, WITH WATERTIGHT LIDS. 11. ALL CONCRETE FOR ENCASEMENTS SHALL HAVE A MINIMUM 28 DAY COMPRESSION STRENGTH AT 3000 P.S.I. 12. EXISTING UTILITIES SHALL BE VERIFIED IN FIELD PRIOR TO INSTALLATION OF ANY NEW LINES. 13. REFER TO INTERIOR PLUMBING DRAWINGS FOR TIE-IN OF ALL UTILITIES. 14. CONTRACTOR IS RESPONSIBLE FOR COMPLYING TO THE SPECIFICATIONS OF THE CITY OF CHANHASSEN AND/OR STATE OF MN WITH REGARDS TO MATERIALS AND INSTALLATION OF THE WATER AND SEWER LINES. 15. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES, AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANIES AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. 16. CONTRACTOR IS RESPONSIBLE FOR ALL NECESSARY INSPECTIONS AND/OR CERTIFICATIONS REQUIRED BY CODES AND/OR UTILITY SERVICE COMPANIES. 17. CONTRACTOR SHALL COORDINATE WITH ALL UTILITY COMPANIES FOR INSTALLATION REQUIREMENTS AND SPECIFICATIONS. 18. CONTRACTOR SHALL REFERENCE ARCH / MEP PLANS FOR SITE LIGHTING AND ELECTRICAL PLAN. 19. BACKFLOW DEVICES (DDCV AND PRZ ASSEMBLIES) AND METERS ARE LOCATED IN THE INTERIOR OF THE BUILDING. REF. ARCH / MEP PLANS. 20. ALL ONSITE WATERMAINS AND SANITARY SEWERS SHALL BE PRIVATELY OWNED AND MAINTAINED. 21. ALL WATERMAIN STUBOUTS SHALL BE MECHANICALLY RESTRAINED WITH REACTION BLOCKING. KEYNOTE LEGEND OA POINT OF CONNECTION, REFER TO MEP PLANS FOR CONTINUATION OB TAP EXISTING 10" DIP WATERMAIN WITH 1" CORP CO 1" DOMESTIC PVC WATER SERVICE PER CITY OF CHANHASSEN SPECIFICATIONS OD INSTALL CLEANOUT OE CONNECT TO EXISTING SANITARY SERVICE O INSTALL 6" PVC SDR40 SANITARY SEWER SERVICE, LENGTH AND SLOPE PER PLAN O PROPOSED GREASE INTERCEPTOR LOCATION, REFER TO MEP PLANS FOR DETAILS AND SIZING OH PROPOSED SAMPLING WELL, SEE PLANS BY OTHERS OI INSTALL ELECTRIC LINE, PLANS BY OTHERS, SEE MEP PLANS FOR CONTINUATION O INSTALL COMMUNICATIONS LINE, PLANS BY OTHERS, SEE MEP PLANS FOR CONTINUATION OK INSTALL GAS LINE, PLANS BY OTHERS, SEE MEP PLANS FOR CONTINUATION O INSTALL 1" CURB CORP STOP PER CITY OF CHANHASSEN STANDARDS AND SPECIFICATIONS F 6 Z Y LL m O W aZo� �-Ovlm ui �mws za i �4w OR-0C O Z 3LLa o no (W7 W Z U ~ 6 Z S C W m w w ~ O J r O° N N WOmoo YUj<WO w5m WO o Z U Q�Q W HO U Y in O N = O N (� gH Qum m m Q coW ❑ Y w z 3 W O U z a J O_ P: D N0N LL1� ''r^^ vJ Z � z N O 2 UJ LL r 13� Q op- a p O N > LLI z � m LU ci a - mZ r LU to Z 00 = 2 U z a _ J x v LLi SHEET NUMBER a C4.0 �% n I- C) O N N N 0 O O O1 3 v vi J_ F- W 0 J_ F- U y nY, W ^W, V /^J a 0 U c rn .N m 0 Z L a rn 0 <V O N O N Z 2 U) w LW r NO w m Z 'r^ VN_I LL U 5 Ul J .l CJ CLOPAY COMMERCIAL - MODELS 3728, 3729 architectural series POLYURETHANE INSULATED STEEL FULL -VIEW DOORS Clopay Models 3728 and 3729 are forcommeroial and industrial facilities where ease of maintenance, versatility and durability considerations are all important. • Inteibore° polyurethane insulation and thermal breakfor i mproved e nerg y efficiency. • Three -layer steel plus steel insulation enhances durability, strength and quiet operation. • 3-stage paint process delivers avirtu ally maintenance -free finish. ■ Injection -molded ate, frames with integral weallhersead are durable and seal against the elements. Many glass options available for visibiity, privacy ore nergyeffidenoy. Ciopaycot} merCiakcorn i -A I 40 PROTOTYPICAL OVERHEAD DOOR COLOR WILL BE PC-6 - GRAY Pands are prepainhad insdeand out to irkibit rust. Hot•dpped, galvarked steel is painiad vtith primer and yvei a bugh oven -baled poWt=r by coat to provide themostrt6t-re istant steel dooravilabe. Tel -year u6rranty against cast -#-rough. M-9 BRICK 'WHITE VELOUR' M-8 BRICK 'TOASTED FINE ART VELOUR' M-5 BRICK 'CHARLETON COLONIAL' s .... r,P M-12 E.I.F.S. #449 'BUCKSKIN' 9 r M-10 DECORATIVE CMU 'PARCHMENT' PC-6 PAINT 'GRAY' W PC-6 I PAINT I SEMI —GLOSS I SHERWIN WILLIAMS I GRAY M-13 E.I.F.S. #457B 'WHOLE WHEAT' M-14 CANVAS AWNING 'HEMLOCK TWEED' M-5 BRICK GLEN GERY BRICK, SOUIX CITY BRICK, 8" NOM. 2 1/4" MODULAR BRICK, COLOR: CHARLETON COLONIAL, MORTAR COLOR 'WHITE' M-8 BRICK GLEN GERY BRICK, SOUIX CITY BRICK, 8" NOM. 2 1/4" MODULAR BRICK, COLOR: TOASTED FINE ART, VELOUR, MORTAR COLOR 'WHITE' M-9 BRICK GLEN GERY BRICK, SOUIX CITY BRICK, 8" NOM. 2 1/4" MODULAR BRICK, COLOR: WHITE, VELOUR, MORTAR COLOR 'WHITE' M-10 DECORATIVE CMU OLD CASTLE MASONRY, NORTHFIELD BLOCK, COLOR: PARCHMENT, TEXTURE: GROUND FACE, MORTAR COLOR 'WHITE' M-12 E.I.F.S. DRYIT OUTSULATION, COLOR: #449 BUCKSKIN, TEXTURE: QUARZPUTZ M-13 E.I.F.S. DRYIT OUTSULATION, COLOR: #457B WHOLE WHEAT, TEXTURE: QUARZPUTZ M-14 I CANVAS AWNING SUNBRELLA CANVAS AWNING COVER, COLOR: HEMLOCK TWEED C N1 C 0 R T L A N D M 0 R G A N ARCHITECT 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635-5696 FAX: (817) 635-5699 Qi O O 6 1 w e>� w a o ETo N — C CJ! ti w 3 C sG - A k t r 7 L - a e. 1 Revisions '9/4/20 - Issued for City Site I Plan Review '10/16/20 - Revision - Per City I Comments Project No. 20-XX Drawn By: Staff Date: 9/4/20 Sheet Title: COLOR EXTERIOR ELEVATIONS -4.1 LH9-01-2020 IIIt11QIIIIIIIg1114111plllltllllllElllill' c I I I ___ =-f-A I-: IIpI II II' illl l'4 d'llllilllllill!nil:yl�lll n�nn�"'• -� -_ -'�-y rlln �Wllll l Ilul't el l'Ileip61111y 1illllflll!IIIIlnl'itl!n140Illillllllllll@IHIIIIIIIUIIIIBIIIIIilinlllltlll111tP(II @ s, 1 iy NIIIPIIIIIIIIIItlflllll,llllllln"FlIIIhL Illllldn'bnIIIIJ1itIUIIIJ11,16111Iillp IIIIIIInn1111�0ip�11111111i1111A111111` � ep.� . � v ARE - - IIIIHIIIIIIIIIIIIIIIIIIIIItIIIiIII11111111I1111111!nlllllllllllnllllpninlillllllptfl011unlllnl!111!IIIIII01!Inlinnlinll lllllllllllipaulllipl'IrInIIIp6Pl tll Nu I np tltlm�ou mm!p muonu!pimummnlnmmluml I .. illl111111111itIIIIt1111R1#l1ElEi181E11#f11111Ei1{ElEll 11I, �,;,,I, , _ _, sllll{EIIII'flllllll{!{i{II1{IIIlIi{III{IIIIiHlllilillllilli{iii IwIINIPHNI[o111NpimMNMotl91tltl�1IItlNNtlnNIUltlltll NAIINYNtln- - - IAIPdtl lluluup llRtl%ImpB L'lil Mpmml�IiB➢IIIIIIIII 1:11111 r ®111'sll�e ININq'Iutl11111NI1A1111iiNill11i8flillllltllt1111tt11111iI111f1111111011#llilliff `fill,111111 I 1' 7 - __ 0 lot i all 1-4 @,� -ruptuluuAl pnnunl ml nnlnnu!I,nnnalonmulnm!uolouumununnwuullmruuuo!mlmu!I! 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Tb.r hgh*v ESTABLISHED 1923 1 EMPLOYEE OWNED dwrgig".lvm wva..twr arasren2lrl uAn+G.ruMnrs,afana.+an®urrtw Light Fixture S McGraw -Edison uESDaIPDDN _- T ova Elikf 'W rwan lain a ,halms, fARmiamaMb ISWAF850LEDE1SLOK ' doiliM. Hismaireding modi LNIMEGURPA eMngbgy LEN Rmpan EI, I p deb minstando,anifer.otinrand.,aamuUmas F II.Phoulthar cloom e, with Phaphad atowmaphom, me hope. UP, Nm,na re w the ideal facade and sew.w Ip rdwa re far mass surrounding "rtwda, pElu Wrt+plexn, apanmen¢ and reemealonal fadrnaa uucUL Hetl for and, bc.io,w. 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Cast.... of nigh brightness White 1E0'6 Thermally prM6Gea irM tUW6 TIIm loweren.. morn rwtl arth a high wheinessay Iifima Far p nutted wor Iorlsiarrc. I. ten . t mea ady, upper oftan., Andt f 1 RUID.H.Insuroallmhal. Iwo tarelmN aw ga hiflamig the Iwo hoduars, even d butim Calling. opron.1 ON d Chia"o flange [ "mlv Th for flandsof adMg calm no pProkon. Ratatl for spread arlW tin PIT HOM AI marking suffieur ear,fieurni PRITIC."on.,EMI Rfi CDIw la[ aratrnlHep inn fore FCC 47CFA Par. Plats ".-.I IS Ilar MaGW ndany. Hiring I aeasa limits. IC gib ImatelumirWm 11R deep dMcanna..H. M toot Per reIb up so 2GW Iumern. 3000 rnllar accommndatss reinng raplacWANNH fLEONODMIrwn lu.,dralstaaveam non fC mttarulfi irp. P"- .Mow railing. Available h BE 90 rxed . Insulation must be kept 3- .e97Co Immtap.ndmdaeofhousin,. Uar.n.l IN ... tI., a..aAs, (CW^ duns. -warm sit RS COT RAHS Compliant U4 aDraphioll AeaIHP 1l2' EMT, C dwnnM from 3DDDK b11150K as Fixture dime with IPe6 gasket kit. Phao 1 "c andbarnvgi andedited.5• mimidmg M1alogon aournfi sualthloani'llittedim..,bura, yaeicalty from above and Below W2N Turadial.wholiccTO.Pike With RES LM 79 standant, LEO life da riedire 2700K tp KODIL or 2000K a 60o0K. .,i g corripland.. acco tl - gO CRi wim FAA 90 youreardly. EDGE human Janette. Be. andanew, ate humane spa m 0and 14)lr2'aVJ(21 Wil"thide size Tony Drte.r mu.failowit"Dogreguirenswas rub poaMka,ea to allow., ght Comm a 0-101msik, .thaw hues Lklnd far(111 a17 ,,a d0ve, pornpes dicker tree Weria.tV AWGlfasrm.fwlrawl W°C tlnening NO. loDR to IONG 5•Iear vem" condlAxon and badHap, b h Opnonalmo-1GV,ERULRgle. wNmg. OM%oT a pNmys Ewevwem, aova ved ... iS TAME m tl ume w 'e nweake han'tra.:wmu u _. aaRaed.. nines, w.x..x wn- ANNI Light Fixture L LD8B ER88 8LB I.000DOGOn Leman LEFT a ash Na­ affindhan, a, Wide New Ceeatnction Vflv�{/ i U3.a �zw Elm Ilea ,vampaN }wy,l. ia19.5a PM TYPES Pole 20 FT POLE ON urban line CONCRETE 3 FT BASE Sternber Lig9hting ESTABLISHED 1923 1 EMPLOYEE OWNED 10• TO 30' ROUND STRAIGHT STEEL POLES IRIS) .lob NNIN CBIKCNANi4SSEN,Lat 1 LYkm NWW ,beltta8rn I CHURBI By eke PMdUd OWk C� CuSRNON AWrptl Oke� L. ® ®' ® ® ■ RES _ ass a -An Fsa�ax Hae,a,N 'wo.: bgnAm ifaAA r6ffiR' Ire=Ep,eo'r I pens Msewr= nlM1 era '.. SRA, N8 I TURN, Nd 8013315 1`185 DORR ,Ave-9osele.tL 601,2 i Wo@stn TIsinhadlit .1 1 wwwsmrolaglyNNg.cen Light Fixture S ANNaNAW 85'Bea4'n shlal�F..a. m. .a,>.MwwtaW,w RtLROrteflF5FF9! gYpi fFh Ip IME USI Lumark DESCRIPTION The CAT Alan Lum cls..rLED Wan Pait .. ck SMw of l XTOR1B BK •' provides an Rchitectaral style wit), maye, bdght.eatie ..t LEDs. The E`w PmHa hugged deraet elm m mmtrucuon, m1war.el bank T 1 box, staptars mall hardware along MAIN a asidell and gaakv tl ptiwi mpanmeM make the Cunstpur impentious". By Partioninarts. The CONNamr, .11 ItinninuRnink idealf li niece, inverted WV.AtPer fai adownopY illumination. postaballard. site lighting, fl atlgght and low Ituntl isdirsarty 1HPITIMBIROA u,clud g.srS Tyyical imphratimeR -odmilt b 'M ng arthimses, multi use m.l nee, apartment bradings, ir,amtebonis xnool tN aysand loafing tlaclNtpt. SPECIFICATION FEATURES - . _ Coestueontion OHteM elegsirJl vwnrq mmperMem. SIRY, Io profib LED deNen Sll roue sealed pncal tEO Inlpral LED afe Smr,ic dove vrNh geed ne-ea&die-cast prerasvable Numtiorma po tea rto inWm rpaesa surge pratettio 120- siumrnum lunged door engineered infirmied arrodned Z1T/ SOTiOHz or 34TV fiOHz ngmla nd back W x. M m g 'ne fleet .YW n hi helve env y w g [has en pr. W 'R T ton OpM1Eal asxmbty FIn1BN and. ., dateb tl mWlum e g Thawmill - d m , tad may. smut, p TCHICe i6 swam 12Wi., t peeglassa meets lESNA d filar SuIRCro arbors SuperdIr.krmlWavpe madtha red2sw. The ¢diem N brows or -, whle poryater " Table'.. Mwy. fromplumOs.Penahmsem.Mm0wroe powaerwne pe t Sipe durokk nshmodel P minedr mnge.Mbre ThroN,ok fteRSDte'nsaven .men padapea; SOOOK 4000K and TGICpow. prim ee - safe.lock k nd easy 3000K CCT. yab.and .dine domane hem re al h the Nett' conned web the cwM,hon wli k wow dire apnmal supplied push- eV Naarle. Bad Ebetri.al color glove reklmon of ma Wx"Mldpaad n Ir'rrop NET LEDM erismountedti -n.albd1fe. ed MOR mreama mod , wPoims TM1e a .WavngEm alheat CROSSTOUR LED nNiosal bad bob k g. LE mad a management W.Irear forma and Hasdi , bean hsurat p.r.t. syat 'oP.Niatea Wh r Five-year warrsnry. sanae6um n¢to slanaaN 3-1 n nanalMhI...Ga, anttnatural Cpty, A- sto4' rou,W and octagonal 4-square from airgle gang antl ry tu,Ictlon HENTLEsfertw,ebaVV.IWFyW the LED sou -12W iRW. 26'W APPLICATK)NS. beKey hole gasket Rows and 38W se es opiarge WC PH WALL I SUAAH E for ad pmaon p j nomp Wx ar ATC Hr-F m I FI High Inbiana POST I SCHLAAG all EM Ifi tl g eaVe.a 50•C .Neck lble.Cras.our IOW LEVEL 11e , fuVallbsylehu.,aelfwast. 0aa Ium,nalres ma be "eats than FLOODVGIrt rareI' e9 k. Is sow 89'a'oril,it al bgldoulput abet INVERTED M b k W M 5• Arse Y 000 ha.m 1 ps na Three SITE SITE LIGHTING onto for site lighting appliopea, hvf-nU, NPT breaded candid, NVH ended for Car Bean ea,, prim, allow, No mry branch a"Ifitsumut. Writing. Back Wx A an.0 dznd DIMENSIONS ESCUTCNEOR PLATES - is cCnoung oo�R Light Fixture XT STERNBr:t{r CERTIFICATION DATA W.r N main. F., oe, 10;MCCr ill VLYVLw t L'Wa TONS OAN rT NOMG M TFes ne a nTe,M oa4w a [Xngnl Far '""aril. TECHNICAL DATA Are eaNl.m Tamwrew;. Ecema SueM" w,.inr911•c Minmm,m EPA BMenn P,aRrae AI. t54. RTMtB IN XTWGI.Yrall®>D.N neRlabas SHIPPINO DATA ,.wa®N. NW aNkat 3.1-5�5 m:1 ]-EA byi Mach lzand .... 56158BANCNYABK T pe G Small Scale Commercial Fixtures CALKS. W N Ea' I,. gar- M¢ NUL dal Bat wD OF Mar IT Zr mine INIW' shy Mrs IT w div 21:r 2 Imam ew, Mil IT Xno IS! 27 MW IhOW'., 3AVI Mfg IT We flat Mir-, Ltf/W IooW- <2001 6918 IT 3O Ane' 51 May Him- ON, Mtr IT wtowdest 20(w lorW, ii Y. M35 a ETC, 2DAN IWYr, QW, Wt5 Po' it IS W' File Im SOW" M, WRIT IT Is 10,r fl IWyy SOW- 3ER••t all IT 101.1Vote P, IWYy DEW,+ JTWn Witt IT sr.1w0we IRAN SON^ any BS% to- IT IWW 50`4` 18y2'n HWU r 1P r s' "I MLF r 2r a P EOW - - .,ar.wa„ ITyvGMi. sro .e.l,mrehw s Nov m o w Parstrat D.Aa .¢man smarm: Fhau A. .� Gem 0815 Ij 8827 W17 Nits S835 BBBD sal, QTER"EILG 555 Lawrence Ave, Roselle, IL 60172.847-588-3400 • Fax 847-506-3440 LIGHTING Ivl'•"A stemberglighting cam Email: Info@stembergighting.com s-m Light Fixture G CBA CHANHASSEN, 10SOc(GO Arks and el. amnl BNnlbNg LW&V I BFan+M DprW MN TYPE S ARM Sternberg Lighting f y®®n " -nr oWxFP xat NRKNr FaertMle neon <M M1 TMAD O " 11 Traditional Arms -raaybyM A¢1 KJ KJ r4 r4 r ..: .w. �rWJ./�. J n� .•. as se wD Was TT smaller r7 >tr T T aso iWp9'is.ww.lembegigfarg.ranlsai'earms Jaks_Menamisl '� ,f1 Luminaire Schedule Symbol Qty Label Arrangement Total Lamp Lumens LLF Description a 2 G SINGLE 800 0.900 Coach Light with LED 9 Watt A Lamp 4 F SINGLE N.A. 0.900 ISW-AF800-LED-El-SL4 6 XT SINGLE N.A. 1.000 XTORIB 1 L SINGLE N.A. 0.900 LD8B30DO10 ER8B3040830 8LBMOH 3 EX SINGLE N.A. 0.906 Monterey Visionaire Existing • Z S SINGLE N.A. 0.900 1527LED-32L40T5-MDL014-FG Calculation Summary Label CalcType Units Avg I Max I Min I Av /Min Max/Min Site Planar ITIluminance I Fc 1 1.73 17.7 10.0 1 N.A. I N.A. II I II I II I III- EXIST III POLE II I JfJ m /fillIII .4 3.2 +4.9 8 3.1 3.0 .5 III XT III b.4 1. � 2 .-9 +4.4 9 3.0 2.6 13.0 2.4 .s S p3 II I b.2 .5 .3 .0 3 6 .1 3.0 2.6 2.9 2.2 �_3 l 111 Jll/ l J� II +1 .7 16.4 *4 7 .7 .3 Ali 3. .3 3.1 2.1 .2 It XT. II i 1.9 .6 4 . 14. 3.2 .5 W .2 .7 2.3 l ! ll/ 3.0 3.1 * 4. .0 7 3.6 ' rlr 111 I lr = F /I IIII �n l l b.0 b.0 3.0 3. 4 �.1 9 7 !III lu l r/ G S IIII� rl IIr 14.4 a3.3 "1.15 I. 0 11.6 b.5 XT ,� lIl Ill I I b.l b.2 b. 2.2 tl. 3.3 3.6 2.9 3.0 2.6 �.6 b. b.6 b.5 .5 Ill III I I lit b.I b.2 5 .0 +1.. b s .6 *1.1 2.7 2.3 2.7 2.6 '2.4 2.0 2. b.. b.7 .8 2 I f fl I III i f i II EXISTING SITE III I li b o b.l *0.25.4 b.3 b. 10.4 .6 i 5. 1. 4 1 9 2<1 I I POLE LIGHT II III I I III i II i I b.0 b.0 b.l b.1 10.1 b 10.2 11.4 ' .7 �:�.7 0.-7 'o. 0.7 .0 s 2 3.4 3. llll �1I I I _tx h n bs _ _b.2 b� _ _0-A �.�..5 E IST SI - - - - - - - - - - - - LIGHT l I I I ------------- I I I I i I I I I I I I I N I I \ail 'l11 I I SITE PHOTOMETRIC PLAN SCALE; 1" = 21i-Ok � S/ C f ff 'Ile ,f b. b.8 1.9 s s *0.2 /, EXISTING SITE / v// POLE LIGHT // // XT 1 -0. 1 b. 2 .3 .5 XT b. 3 b. 2 / f / e0.1 e0.2 .3 a0 t2.4 �1 .9 �I . �0.6 ` / I 1 E /%// // / /�.1 b. b.7 � .0 .3 4.7F 4.6 2.6 .3 .9 �7 / III / / / J �'.1 b.2 b.3 ..Y 2. / �^ C / b,2 b 6 _ 4.7 14.3 3. 2.3 2.1 2. C 0 R T L A N 0 M 0 R G A N ARCHITECTI 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635-5696 FAX: (817) 635-5699 o•�;w � LO r - l w �os;, 'M 0 Eo I� o EYe NI e 0' CIA d AirCap C c r I of m Pit - d \\V, 4 ;e b✓ t v u 1= Revisions 9/4/20 - Issued for City Site Plan Review 10/16/20 - Revision - Per City Comments Project NO. 20-XX Drawn By: Staff Date: 9/4/20 Sheet Title: SITE PHOTOMETRIC PLAN A-4.3 LH9-01-2020 a 111.G Crnr.,,...arar Cnu16 R Wae1 Common Name Scientific Name Rate (kg/ha) Rate (Iblac) % of Mix (% by wt) Seedsl sqR big Nuestem Andrapogon gerai 2.24 2.00 5,72% 7.35 fringed brome Bromus ciliatus 2.24 2,00 5.73% 8.10 blue'oint Calama rostis canadensis 0.07 0.06 0.18% 640 slender wheatgrass El mus trachycoulus 1.12 1,00 2,85% 2.53 i inia wild rye EI mus vi inicus 1.68 1.50 4,28% 2.31 switchfirass Panicum virgalun, 0,43 0.38 1 1.07% 1.93 fowl bluegrass Poa palustns 1.19 1.06 1 3.03% 50.70 Indian grass Sorphastrum nutans 0,13 0.12 1 0.36% 0.55 prairie cord rass S artina pectinate 0.43 0.38 1.07% 0.91 Total Grasses 9.53 8.60 24.29% 80.78 awl -fruited sedge Carex sti ate 0.28 025 0,71 % 3.10 dark green bulrush Scir us atrowrens 0.21 0.19 0.54% 31.70 wocl rass Scfpuse rims 0.07 0.06 0.18% 39.00 Total Sedges and Rushes 0.56 0.60 1,43% 73.80 Canada anemone Anemone conadensis 0,08 0.07 0.19% 0.20 marsh milkweed Asclepius incamata 0.12 0.11 0.32 % 0.20 leafy teggarticks Bidens lrondosa 0.12 0.11 0.31 % 0.20 flat-topped aster Doellin ena umbellata 0.07 0.06 0.17% 1.50 spotted Joe pyeweed Eutmchium maculatum 0,07 0,06 0,18% 2.19 autumn sneezeweed Helenium autumnale 0.15 0.13 0.36% 5.97 obedient plant Ph sosfe is vi iniana 0.08 0.07 0.21 % 0.30 tall coneflower Rubbeckta laciniata 0.08 0.07 0.21 % 0.37 New England aster Symphyomchurn novae -an liae 0.08 007 0.19% 1,56 blue vervain Varbena hostels 0,06 0.05 0.15% 1,85 olden alexanders Zizia nurse 0.22 0.20 0.56% 0.79 Total Forbs 1.12 1.00 2,85% 15.13 Oats or winter wheat (see note at beginning of list for recommended dates) 28,02 25.00 7143% 11A4 Total Cover Crop 28.02 25.00 71.43% 1 11.14 Totals: 39.23 35.00 100.00% 180.85 Purpose: Stormwater pond edges, temporarily flooded dry ponds, and temporarily flooded ditch bottoms. Planting Area: Tallgrass Aspen Parklands, Prairie Parkland, and Eastern Broadleaf Forest Provinces. MnIDOT Districts 2(west), 3B, 4, Metro, 6, 7 & 8. List of State Seed Nill na,e rn..a. r.nn Common Name Scientific Name Rate (kg/ha) Rate (lb/ac) % of Mix (% by wt) Seeds] set ft Oats Avena sativa '. 11208 100.00 100.00% 44.5 Totals: 112.08 100.00 100.00% 44.54 Purpose: Temporary cover crop for spring and summer plantings Planting Area: i Statewide Wintar Wheat rover rreo Common Name Scientific Name Rate (kglha) Rate (Ibi %of Mix (% by wt) Seedsl sq it Winter Wheat Tri6cum aestivum 112 09 100.00 100.00 % 26.08 Totals:. 112.09 100.00 1 100.00% 1 26.08 Purpose: Temporary cover crop for fall plantings Planting Area: Statewide ROOT BARRIERS THE CONTRACTOR SHALL INSTALL ROOT BARRIERS NEAR ALL NEWLY -PLANTED TREES THAT ARE LOCATED WITHIN FIVE (5) FEET OF PAVING OR CURBS. ROOT BARRIERS SHALL BE "CENTURY" OR "DEEP -ROOT' 24" DEEP PANELS (OR EQUAL). BARRIERS SHALL BE LOCATED IMMEDIATELY ADJACENT TO HARDSCAPE. INSTALL PANELS PER MANUFACTURER'S RECOMMENDATIONS. UNDER NO CIRCUMSTANCES SHALL THE CONTRACTOR USE ROOT BARRIERS OF A TYPE THAT COMPLETELY ENCIRCLE THE ROOTBALL. MULCHES AFTER ALL PLANTING IS COMPLETE, CONTRACTOR SHALL INSTALL 3" THICK LAYER OF 1-1/2" SHREDDED WOOD MULCH, NATURAL (UNDYED), IN ALL PLANTING AREAS (EXCEPT FOR TURF AND SEEDED AREAS). CONTRACTOR SHALL SUBMIT SAMPLES OF ALL MULCHES TO LANDSCAPE ARCHITECT AND OWNER FOR APPROVAL PRIOR TO CONSTRUCTION. ABSOLUTELY NO EXPOSED GROUND SHALL BE LEFT SHOWING ANYWHERE ON THE PROJECT AFTER MULCH HAS BEEN INSTALLED (SUBJECT TO THE CONDITIONS AND REQUIREMENTS OF THE "GENERAL GRADING AND PLANTING NOTES" AND SPECIFICATIONS). EXISTING TREE TO BE PROTECTED IN PLACE An� vTREE PROTECTION FENCE (TEMPORARY) XX INDICATES TREE NUMBER GENERAL GRADING AND PLANTING NOTES 1. BY SUBMITTING A PROPOSAL FOR THE LANDSCAPE PLANTING SCOPE OF WORK, THE CONTRACTOR CONFIRMS THAT HE HAS READ, AND WILL COMPLY WITH, THE ASSOCIATED NOTES, SPECIFICATIONS, AND DETAILS WITH THIS PROJECT. 2. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR REMOVING ALL EXISTING VEGETATION (EXCEPT WHERE NOTED TO REMAIN). 3. IN THE CONTEXT OF THESE PLANS, NOTES, AND SPECIFICATIONS, "FINISH GRADE" REFERS TO THE FINAL ELEVATION OF THE SOIL SURFACE (NOT TOP OF MULCH) AS INDICATED ON THE GRADING PLANS. a. BEFORE STARTING WORK, THE LANDSCAPE CONTRACTOR SHALL VERIFY THAT THE ROUGH GRADES OF ALL LANDSCAPE AREAS ARE WITHIN +/-0.1' OF FINISH GRADE. SEE SPECIFICATIONS FOR MORE DETAILED INSTRUCTION ON TURF AREA AND PLANTING BED PREPARATION. b. CONSTRUCT AND MAINTAIN FINISH GRADES AS SHOWN ON GRADING PLANS, AND CONSTRUCT AND MAINTAIN SLOPES AS RECOMMENDED BY THE GEOTECHNICAL REPORT. ALL LANDSCAPE AREAS SHALL HAVE POSITIVE DRAINAGE AWAY FROM STRUCTURES AT THE MINIMUM SLOPE SPECIFIED IN THE REPORT AND ON THE GRADING PLANS, AND AREAS OF POTENTIAL PONDING SHALL BE REGRADED TO BLEND IN WITH THE SURROUNDING GRADES AND ELIMINATE PONDING POTENTIAL. C. THE LANDSCAPE CONTRACTOR SHALL DETERMINE WHETHER OR NOT THE EXPORT OF ANY SOIL WILL BE NEEDED, TAKING INTO ACCOUNT THE ROUGH GRADE PROVIDED, THE AMOUNT OF SOIL AMENDMENTS TO BE ADDED (BASED ON A SOIL TEST, PER SPECIFICATIONS), AND THE FINISH GRADES TO BE ESTABLISHED. d. ENSURE THAT THE FINISH GRADE IN SHRUB AREAS IMMEDIATELY ADJACENT TO WALKS AND OTHER WALKING SURFACES, AFTER INSTALLING SOIL AMENDMENTS, IS 3" BELOW THE ADJACENT FINISH SURFACE, IN ORDER TO ALLOW FOR PROPER MULCH DEPTH. TAPER THE SOIL SURFACE TO MEET FINISH GRADE, AS SPECIFIED ON THE GRADING PLANS, AT APPROXIMATELY 18" AWAY FROM THE WALKS. e. ENSURE THAT THE FINISH GRADE IN TURF AREAS IMMEDIATELY ADJACENT TO WALKS AND OTHER WALKING SURFACES, AFTER INSTALLING SOIL AMENDMENTS, IS 1" BELOW THE FINISH SURFACE OF THE WALKS. TAPER THE SOIL SURFACE TO MEET FINISH GRADE, AS SPECIFIED ON THE GRADING PLANS, AT APPROXIMATELY 18" AWAY FROM THE WALKS. f. SHOULD ANY CONFLICTS AND/OR DISCREPANCIES ARISE BETWEEN THE GRADING PLANS, GEOTECHNICAL REPORT, THESE NOTES AND PLANS, AND ACTUAL CONDITIONS, THE CONTRACTOR SHALL IMMEDIATELY BRING SUCH ITEMS TO THE ATTENTION OF THE LANDSCAPE ARCHITECT, GENERAL CONTRACTOR, AND OWNER. 4. ALL PLANT LOCATIONS ARE DIAGRAMMATIC. ACTUAL LOCATIONS SHALL BE VERIFIED WITH THE LANDSCAPE ARCHITECT OR DESIGNER PRIOR TO PLANTING. THE LANDSCAPE CONTRACTOR SHALL ENSURE THAT ALL REQUIREMENTS OF THE PERMITTING AUTHORITY ARE MET (I.E., MINIMUM PLANT QUANTITIES, PLANTING METHODS, TREE PROTECTION METHODS, ETC.). a. THE LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR DETERMINING PLANT QUANTITIES; PLANT QUANTITIES SHOWN ON LEGENDS AND CALLOUTS ARE FOR GENERAL INFORMATION ONLY. IN THE EVENT OF A DISCREPANCY BETWEEN THE PLAN AND THE PLANT LEGEND, THE PLANT QUANTITY AS SHOWN ON THE PLAN (FOR INDIVIDUAL SYMBOLS) OR CALLOUT (FOR GROUNDCOVER PATTERNS) SHALL TAKE PRECEDENCE. b. NO SUBSTITUTIONS OF PLANT MATERIALS SHALL BE ALLOWED WITHOUT THE WRITTEN PERMISSION OF THE LANDSCAPE ARCHITECT. IF SOME OF THE PLANTS ARE NOT AVAILABLE, THE LANDSCAPE CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT IN WRITING (VIA PROPER CHANNELS). C. THE CONTRACTOR SHALL, AT A MINIMUM, PROVIDE REPRESENTATIVE PHOTOS OF ALL PLANTS PROPOSED FOR THE PROJECT. THE CONTRACTOR SHALL ALLOW THE LANDSCAPE ARCHITECT AND THE OWNER/OWNER'S REPRESENTATIVE TO INSPECT, AND APPROVE OR REJECT, ALL PLANTS DELIVERED TO THE JOBSITE. REFER TO SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS FOR SUBMITTALS. 5. THE CONTRACTOR SHALL MAINTAIN THE LANDSCAPE IN A HEALTHY CONDITION FOR 90 DAYS AFTER ACCEPTANCE BY THE OWNER. REFER TO SPECIFICATIONS FOR CONDITIONS OF ACCEPTANCE FOR THE START OF THE MAINTENANCE PERIOD, AND FOR FINAL ACCEPTANCE AT THE END OF THE MAINTENANCE PERIOD. 6. SEE SPECIFICATIONS AND DETAILS FOR FURTHER REQUIREMENTS. LANDSCAPE CALCULATIONS CANOPY COVERAGE SITE AREA: 34,691 SF EXISTING CANOPY AREA: 7,623 SF (7 EXISTING TREES X 1,089 SF) 22.0% OF SITE CANOPY AREA REQUIRED: 3,469 SF (10%) CANOPY AREA PROVIDED: 11,979 SF (34.5%) (7,623 SF EXISTING, 4 PROPOSED TREES X 1,089 SF) BUFFER YARD: TYPE A, (27' DEEP AVERAGE, 0.4 MULTIPLIER) LENGTH: 266 LF TREES REQUIRED: 1 (1 TREE PER 100 LF X 0.4) TREES PROVIDED: 4 (EXISTING) SHRUBS REQUIRED: 3 (3 SHRUBS PER 100 LF X 0.4) SHRUBS PROVIDED: 77 EXISTING TREE LEGEND TREE NO. BOTANIC NAME DBH REMARKS 1 Syringa reticulata 7" PROTECT IN PLACE 2 Syringa reticulata 7" PROTECT IN PLACE 3 Gleditsia triacanthos 5" PROTECT IN PLACE 4 Gleditsia triacanthos 6" PROTECT IN PLACE 5 Gleditsia triacanthos 5" PROTECT IN PLACE 6 Gleditsia triacanthos 5" PROTECT IN PLACE 7 Tilia cordata 5" PROTECT IN PLACE Ill- I II 111 /i/ \H; EXISTING TREES AND LANDSCAPE BED - PROTECT IN PLACE (TYP.) I /5 AF STEEL EDGING BETWEEN TURF AND SHRUBS (TYP.) r 5 I II I II I I� NO 29'44 "E 3.00 oa e _N9 `00'00"W 799.20 - - s -- 3 PHOP 22 COSE S I 2 BENI 1 BENI PLANTING LEGEND SYMBOL BOTANIC NAME COMMON NAME MIN. SIZE SPACING QUANTITY REMARKS TREES BENI Betula nigra River Birch 2.5" cal., 10'-12' h Per plan 3 GLTR Gleditsia triacanthos 'Skyline' Skyline Honey Locust 2.5" cal., 10'-12' h Per plan 2 GYDI Gymnocladus dioicus 'Espresso' Espresso Coffee Tree 2.5" cal., 1 V-1 T h Per plan 3 TICO Tilia cordata Littleleaf Linden 2.5" cal., 10'-12' h Per plan 1 NOTE: ALL TREES SHALL BE B&B, ROOTBALL SIZE AS APPROPRIATE FOR THE CALIPER SPECIFIED. SEE SPECIFICATIONS FOR PROPER ROOT QUALITY. SHRUBS COSE Corpus sericea'Kelseyi' Dwarf Red -twig Dogwood #5 cont S o.c. 77 FOBS Fothergilla x intermedia'Blue Shadow' Blue Shadow Fothergilla #5 cont 4' o.c. 14 JUSC Juniperus scopulorum'Skyrocket' Skyrocket Juniper #5 cont 4' o.c. 33 PHOP Physocarpus opulifolius'SMPOTIN I Tiny Wine Ninebark #5 cont. 3' o.c. 42 �:ftv:vk OIli GEJB Geranium'Johnson's Blue' Johnson's Blue Geranium #1 cont. 18" D.C. 30 HECA Heuchera'Caramel' Caramel Coral Bells #1 coot. 18" O.C. 25 TURF AND SEED Poa pratensis Kentucky Bluegrass Sod --- --- - - - Stormwater South & West Mix Hydroseed --- 0' 10, 20' 40' Scale 1" = 20' CITY OF CHANHASSEN RECEIVED LL" ( 3 0 LJ20 CHN r iASS_' :PIING DEM EVERGREEN D E S I G N G R O U P (800) 690-6630 1200 US Highway 22 E Suite 2000-2248 Bridgew,aer, NJ 08907 wwwv EvergreenDesi®Group.com 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 LANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA. DATE: 10/13/2020 LICENSE NUMBER: 56666 IY m o z z F to ¢ m U m W w m 0 W U' U a o o 0 W Q0. J 0.. Ci W Z 0 ZZ I..L y N W = Ii e. LU U. WF- o LU = aIX LU Q U Fax IL a Na m = U V z 2 z W co N a z a 2 U ALL SEED MIXES TAKEN FROM STATE SEED MIX LIST - SEE THIS SHEET FOR MIX COMPONENTS. SHEET NUMBER LP-1 PLANTING SPECIFICATIONS GENERAL B. SUBMITTALS 1. THE CONTRACTOR SHALL PROVIDE SUBMITTALS AND SAMPLES, IF REQUIRED, TO THE LANDSCAPE A. QUALIFICATIONS OF LANDSCAPE CONTRACTOR ARCHITECT, AND RECEIVE APPROVAL IN WRITING FOR SUCH SUBMITTALS BEFORE WORK COMMENCES. 1. ALL LANDSCAPE WORK SHOWN ON THESE PLANS SHALL BE PERFORMED BY A SINGLE FIRM 2. SUBMITTALS SHALL INCLUDE PHOTOS OF PLANTS WITH A RULER OR MEASURING STICK FOR SCALE, SPECIALIZING IN LANDSCAPE PLANTING. PHOTOS OR SAMPLES OF ANY REQUIRED MULCHES, AND SOIL TEST RESULTS AND PREPARATION 2. A LIST OF SUCCESSFULLY COMPLETED PROJECTS OF THIS TYPE, SIZE AND NATURE MAY BE RECOMMENDATIONS FROM THE TESTING LAB (INCLUDING COMPOST AND FERTILIZER RATES AND REQUESTED BY THE OWNER FOR FURTHER QUALIFICATION MEASURES. TYPES, AND OTHER AMENDMENTS FOR TREE/SHRUB, TURF, AND SEED AREAS AS MAY BE 3. THE LANDSCAPE CONTRACTOR SHALL HOLD A VALID CONTRACTOR'S LICENSE ISSUED BY THE APPROPRIATE). APPROPRIATE LOCAL JURISDICTION. 3. SUBMITTALS SHALL ALSO INCLUDE MANUFACTURER CUT SHEETS FOR PLANTING ACCESSORIES SUCH B. SCOPE OF WORK AS TREE STAKES AND TIES, EDGING, AND LANDSCAPE FABRICS (IF ANY). 1. WORK COVERED BY THESE SECTIONS INCLUDES THE FURNISHING AND PAYMENT OF ALL MATERIALS, 4. WHERE MULTIPLE ITEMS ARE SHOWN ON A PAGE, THE CONTRACTOR SHALL CLEARLY INDICATE THE LABOR, SERVICES, EQUIPMENT, LICENSES, TAXES AND ANY OTHER ITEMS THAT ARE NECESSARY FOR ITEM BEING CONSIDERED. THE EXECUTION, INSTALLATION AND COMPLETION OF ALL WORK, SPECIFIED HEREIN AND / OR SHOWN C. GENERAL PLANTING ON THE LANDSCAPE PLANS, NOTES, AND DETAILS. 1. REMOVE ALL NURSERY TAGS AND STAKES FROM PLANTS. 2. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL APPLICABLE LAWS, CODES AND 2. EXCEPT IN AREAS TO BE PLANTED WITH ORNAMENTAL GRASSES, APPLY PRE -EMERGENT HERBICIDES REGULATIONS REQUIRED BY AUTHORITIES HAVING JURISDICTION OVER SUCH WORK, INCLUDING ALL AT THE MANUFACTURER'S RECOMMENDED RATE. INSPECTIONS AND PERMITS REQUIRED BY FEDERAL, STATE AND LOCAL AUTHORITIES IN SUPPLY, 3. TRENCHING NEAR EXISTING TREES: TRANSPORTATION AND INSTALLATION OF MATERIALS. a. CONTRACTOR SHALL NOT DISTURB ROOTS 1-12" AND LARGER IN DIAMETER WITHIN THE CRITICAL 3. THE LANDSCAPE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL UNDERGROUND UTILITY LINES ROOT ZONE (CRZ) OF EXISTING TREES, AND SHALL EXERCISE ALL POSSIBLE CARE AND (WATER, SEWER, ELECTRICAL, TELEPHONE, GAS, CABLE, TELEVISION, ETC.) PRIOR TO THE START OF PRECAUTIONS TO AVOID INJURY TO TREE ROOTS, TRUNKS, AND BRANCHES. THE CRZ IS ANY WORK. DEFINED AS A CIRCULAR AREA EXTENDING OUTWARD FROM THE TREE TRUNK, WITH A RADIUS EQUAL TO V FOR EVERY 1" OF TRUNK DIAMETER -AT -BREAST -HEIGHT (4.5' ABOVE THE AVERAGE GRADE AT THE TRUNK). PRODUCTS b. ALL EXCAVATION WITHIN THE CRZ SHALL BE PERFORMED USING HAND TOOLS. NO MACHINE EXCAVATION OR TRENCHING OF ANY KIND SHALL BE ALLOWED WITHIN THE CRZ. A. ALL MANUFACTURED PRODUCTS SHALL BE NEW. C. ALTER ALIGNMENT OF PIPE TO AVOID TREE ROOTS 1-1/2" AND LARGER IN DIAMETER. WHERE B. CONTAINER AND BALLED-AND-BURLAPPED PLANTS: TREE ROOTS 1-12" AND LARGER IN DIAMETER ARE ENCOUNTERED IN THE FIELD, TUNNEL UNDER 1. FURNISH NURSERY -GROWN PLANTS COMPLYING WITH ANSI Z60.1-2014. PROVIDE WELL -SHAPED, FULLY SUCH ROOTS. WRAP EXPOSED ROOTS WITH SEVERAL LAYERS OF BURLAP AND KEEP MOIST. BRANCHED, HEALTHY, VIGOROUS STOCK FREE OF DISEASE, INSECTS, EGGS, LARVAE, AND DEFECTS CLOSE ALL TRENCHES WITHIN THE CANOPY DRIP LINES WITHIN 24 HOURS. SUCH AS KNOTS, SUN SCALD, INJURIES, ABRASIONS, AND DISFIGUREMENT. ALL PLANTS WITHIN A d. ALL SEVERED ROOTS SHALL BE HAND PRUNED WITH SHARP TOOLS AND ALLOWED TO AIR-DRY. SPECIES SHALL HAVE SIMILAR SIZE, AND SHALL BE OF A FORM TYPICAL FOR THE SPECIES. ALL TREES DO NOT USE ANY SORT OF SEALERS OR WOUND PAINTS. SHALL BE OBTAINED FROM SOURCES WITHIN 200 MILES OF THE PROJECT SITE, AND WITH SIMILAR D. TREE PLANTING CLIMACTIC CONDITIONS. 1. TREE PLANTING HOLES SHALL BE EXCAVATED TO MINIMUM WIDTH OF TWO TIMES THE WIDTH OF THE 2. ROOT SYSTEMS SHALL BE HEALTHY, DENSELY BRANCHED ROOT SYSTEMS, NON -POT-BOUND, FREE ROOTBALL, AND TO A DEPTH EQUAL TO THE DEPTH OF THE ROOTBALL LESS TWO TO FOUR INCHES. FROM ENCIRCLING AND/OR GIRDLING ROOTS, AND FREE FROM ANY OTHER ROOT DEFECTS (SUCH AS 2. SCARIFY THE SIDES AND BOTTOM OF THE PLANTING HOLE PRIOR TO THE PLACEMENT OF THE TREE. ,-SHAPED ROOTS). REMOVE ANY GLAZING THAT MAY HAVE BEEN CAUSED DURING THE EXCAVATION OF THE HOLE. 3. TREES MAY BE PLANTED FROM CONTAINERS OR BALLED-AND-BURLAPPED (B&B), UNLESS SPECIFIED 3. FOR CONTAINER AND BOX TREES, TO REMOVE ANY POTENTIALLY GIRDLING ROOTS AND OTHER ROOT ON THE PLANTING LEGEND. BARE -ROOT TREES ARE NOT ACCEPTABLE. DEFECTS, THE CONTRACTOR SHALL SHAVE A 1" LAYER OFF OF THE SIDES AND BOTTOM OF THE 4. ANY PLANT DEEMED UNACCEPTABLE BY THE LANDSCAPE ARCHITECT OR OWNER SHALL BE ROOTBALL OF ALL TREES JUST BEFORE PLACING INTO THE PLANTING PIT. DO NOT'TEASE" ROOTS IMMEDIATELY REMOVED FROM THE SITE AND SHALL BE REPLACED WITH AN ACCEPTBLE PLANT OF LIKE OUT FROM THE ROOTBALL. TYPE AND SIZE AT THE CONTRACTOR'S OWN EXPENSE. ANY PLANTS APPEARING TO BE UNHEALTHY, 4. INSTALL THE TREE ON UNDISTURBED SUBGRADE SO THAT THE TOP OF THE FOOTBALL IS TWO TO EVEN IF DETERMINED TO STILL BE ALIVE, SHALL NOT BE ACCEPTED. THE LANDSCAPE ARCHITECT AND FOUR INCHES ABOVE THE SURROUNDING GRADE. OWNER SHALL BE THE SOLE JUDGES AS TO THE ACCEPTABILITY OF PLANT MATERIAL. 5. BACKFILL THE TREE HOLE UTILIZING THE EXISTING TOPSOIL FROM ON -SITE. ROCKS LARGER THAN 1" 5. ALL TREES SHALL BE STANDARD IN FORM, UNLESS OTHERWISE SPECIFIED. TREES WITH CENTRAL DID. AND ALL OTHER DEBRIS SHALL BE REMOVED FROM THE SOIL PRIOR TO THE BACKFILL. SHOULD LEADERS WILL NOT BE ACCEPTED IF LEADER IS DAMAGED OR REMOVED. PRUNE ALL DAMAGED TWIGS ADDITIONAL SOIL BE REQUIRED TO ACCOMPLISH THIS TASK, USE STORED TOPSOIL FROM ON -SITE OR AFTER PLANTING. IMPORT ADDITIONAL TOPSOIL FROM OFF -SITE AT NO ADDITIONAL COST TO THE OWNER. IMPORTED 6. CALIPER MEASUREMENTS FOR STANDARD (SINGLE TRUNK) TREES SHALL BE AS FOLLOWS: SIX INCHES TOPSOIL SHALL BE OF SIMILAR TEXTURAL CLASS AND COMPOSITION IN THE ON -SITE SOIL. ABOVE THE ROOT FLARE FOR TREES UP TO AND INCLUDING FOUR INCHES IN CALIPER, AND TWELVE 6. TREES SHALL NOT BE STAKED UNLESS LOCAL CONDITIONS (SUCH AS HEAVY WINDS OR SLOPES) INCHES ABOVE THE ROOT FLARE FOR TREES EXCEEDING FOUR INCHES IN CALIPER. REQUIRE STAKES TO KEEP TREES UPRIGHT. SHOULD STAKING BE REQUIRED, THE TOTAL NUMBER OF 7. MULT-TRUNK TREES SHALL BE MEASURED BY THEIR OVERALL HEIGHT, MEASURED FROM THE TOP OF TREE STAKES (BEYOND THE MINIMUMS LISTED BELOW) WILL BE LEFT TO THE LANDSCAPE THE ROOT BALL. WHERE CALIPER MEASUREMENTS ARE USED, THE CALIPER SHALL BE CALCULATED CONTRACTOR'S DISCRETION. SHOULD ANY TREES FALL OR LEAN, THE LANDSCAPE CONTRACTOR AS ONE-HALF OF THE SUM OF THE CALIPER OF THE THREE LARGEST TRUNKS. SHALL STRAIGHTEN THE TREE, OR REPLACE IT SHOULD IT BECOME DAMAGED. TREE STAKING SHALL 8. ANY TREE OR SHRUB SHOWN TO HAVE EXCESS SOIL PLACED ON TOP OF THE ROOT BALL, SO THAT ADHERE TO THE FOLLOWING GUIDELINES: THE ROOT FLARE HAS BEEN COMPLETELY COVERED, SHALL BE REJECTED. a. 1"-2" TREES TWO STAKES PER TREE C. SOD: PROVIDE WELL -ROOTED SOD OF THE VARIETY NOTED ON THE PLANS. SOD SHALL BE CUT FROM b. 2-1/2"4" TREES THREE STAKES PER TREE HEALTHY, MATURE TURF WITH SOIL THICKNESS OF 3/4" TO 1". EACH PALLET OF SOD SHALL BE C. TREES OVER 4" CAUPER GUY AS NEEDED ACCOMPANIED BY A CERTIFICATE FROM SUPPLIER STATING THE COMPOSITION OF THE SOD. d. MULTI -TRUNK TREES THREE STAKES PER TREE MINIMUM, QUANTITY AND POSITIONS AS D. SEED: PROVIDE BLEND OF SPECIES AND VARIETIES AS NOTED ON THE PLANS, WITH MAXIMUM NEEDED TO STABILIZE THE TREE PERCENTAGES OF PURITY, GERMINATION, AND MINIMUM PERCENTAGE OF WEED SEED AS INDICATED ON 7. UPON COMPLETION OF PLANTING, CONSTRUCT AN EARTH WATERING BASIN AROUND THE TREE. PLANS. EACH BAG OF SEED SHALL BE ACCOMPANIED BY A TAG FROM THE SUPPLIER INDICATING THE COVER THE INTERIOR OF THE TREE RING WITH MULCH (TYPE AND DEPTH PER PLANS). COMPOSITION OF THE SEED. E. SHRUB, PERENNIAL, AND GROUNDCOVER PLANTING E. TOPSOIL: SANDY TO CLAY LOAM TOPSOIL, FREE OF STONES LARGER THAN Y INCH, FOREIGN MATTER, 1. DIG THE PLANTING HOLES TWICE AS WIDE AND 2" LESS DEEP THAN EACH PLANTS ROOTBALL. INSTALL PLANTS, ROOTS, AND SEEDS. THE PLANT IN THE HOLE. BACKFILL AROUND THE PLANT WITH SOIL AMENDED PER SOIL TEST F. COMPOST: WELL -COMPOSTED, STABLE, AND WEED -FREE ORGANIC MATTER, PH RANGE OF 5.5 TO 8; RECOMMENDATIONS. MOISTURE CONTENT 35 TO 55 PERCENT BY WEIGHT; 100 PERCENT PASSING THROUGH 3/4-NCH SIEVE; 2. WHEN PLANTING IS COMPLETE, INSTALL MULCH (TYPE AND DEPTH PER PLANS) OVER ALL PLANTING SOLUBLE SALT CONTENT OF 5 TO 10 DECISIEMENS/M; NOT EXCEEDING 0.5 PERCENT INERT CONTAMINANTS BEDS, COVERING THE ENTIRE PLANTING AREA. AND FREE OF SUBSTANCES TOXIC TO PLANTINGS. NO MANURE OR ANIMAL -BASED PRODUCTS SHALL BE F. SODDING USED. 1. SOD VARIETY TO BE AS SPECIFIED ON THE LANDSCAPE PLAN. G. FERTILIZER: GRANULAR FERTILIZER CONSISTING OF NITROGEN, PHOSPHORUS, POTASSIUM, AND OTHER 2. LAY SOD WITHIN 24 HOURS FROM THE TIME OF STRIPPING. DO NOT LAY IF THE GROUND IS FROZEN. NUTRIENTS IN PROPORTIONS, AMOUNTS, AND RELEASE RATES RECOMMENDED IN A SOIL REPORT FROM A 3. LAY THE SOD TO FORM A SOLID MASS WITH TIGHTLY FITTED JOINTS. BUTT ENDS AND SIDES OF SOD QUALIFIED SOIL -TESTING AGENCY (SEE BELOW). STRIPS - DO NOT OVERLAP. STAGGER STRIPS TO OFFSET JOINTS IN ADJACENT COURSES. H. MULCH: SIZE AND TYPE AS INDICATED ON PLANS, FREE FROM DELETERIOUS MATERIALS AND SUITABLE AS A 4. ROLL THE SOD TO ENSURE GOOD CONTACT OF THE SOD'S ROOT SYSTEM WITH THE SOIL TOP DRESSING OF TREES AND SHRUBS. UNDERNEATH. I. TREE STAKING AND GUYING 5. WATER THE SOD THOROUGHLY WITH A FINE SPRAY IMMEDIATELY AFTER PLANTING TO OBTAIN AT 1. STAKES: 6' LONG GREEN METAL T-POSTS. LEAST SIX INCHES OF PENETRATION INTO THE SOIL BELOW THE SOD. 2. GUY AND TIE WIRE: ASTM A 641, CLASS 1, GALVANIZED -STEEL WIRE, 2-STRAND, TWISTED, 0.106 INCH G. HYDROMULCHING DIAMETER. 1. TURF HYDROMULCH MIX (PER 1,000 SF) SHALL BE AS FOLLOWS: 3. STRAP CHAFING GUARD: REINFORCED NYLON OR CANVAS AT LEAST 1-1/2 INCH WIDE, WITH a. WINTER MIX (OCTOBER 1 - MARCH 31) GROMMETS TO PROTECT TREE TRUNKS FROM DAMAGE. 50# CELLULOSE FIBER MULCH J. STEEL EDGING: PROFESSIONAL STEEL EDGING, 14 GAUGE THICK X 4 INCHES WIDE, FACTORY PAINTED DARK 2# UNHULLED BERMUDA SEED GREEN. ACCEPTABLE MANUFACTURERS INCLUDE COL -MET OR APPROVED EQUAL. 2# ANNUAL RYE SEED K. PRE -EMERGENT HERBICIDES: ANY GRANULAR, NON -STAINING PRE -EMERGENT HERBICIDE THAT IS LABELED 15# 15-15-15 WATER SOLUBLE FERTILIZER FOR THE SPECIFIC ORNAMENTALS OR TURF ON WHICH IT WILL BE UTILIZED. PRE -EMERGENT HERBICIDES b. SUMMER MIX (APRIL 1 - SEPTEMBER 30) SHALL BE APPLIED PER THE MANUFACTURER'S LABELED RATES. 50# CELLULOSE FIBER MULCH 2# HULLED BERMUDA SEED 15# 15-15-15 WATER SOLUBLE FERTILIZER METHODS 2. SEED HYDROMULCH MIX (PER 1,D00 SF) SHALL BE AS FOLLOWS: a. GENERAL A. SOIL PREPARATION 50# CELLULOSE FIBER MULCH 1. BEFORE STARTING WORK, THE LANDSCAPE CONTRACTOR SHALL VERIFY THAT THE GRADE OF ALL 15# 15-15-15 WATER SOLUBLE FERTILIZER LANDSCAPE AREAS ARE WITHIN +1-0.1'OF FINISH GRADE. THE CONTRACTOR SHALL NOTIFY THE SEED RATE PER LEGEND OWNER IMMEDIATELY SHOULD ANY DISCREPANCIES EXIST. H. MULCH 2. SOIL TESTING: 1. INSTALL MULCH TOPDRESSING, TYPE AND DEPTH PER MULCH NOTE, IN ALL PLANTING AREAS AND a. AFTER FINISH GRADES HAVE BEEN ESTABLISHED, CONTRACTOR SHALL HAVE SOIL SAMPLES TREE RINGS. FROM THE PROJECTS LANDSCAPE AREAS TESTED BY AN ESTABLISHED SOIL TESTING 2. DO NOT INSTALL MULCH WITHIN 6" OF TREE ROOT FLARE AND WITHIN 24" OF HABITABLE STRUCTURES, LABORATORY. EACH SAMPLE SUBMITTED TO THE LAB SHALL CONTAIN NO LESS THAN ONE EXCEPT AS MAY BE NOTED ON THESE PLANS. MULCH COVER WITHIN 6" OF CONCRETE WALKS AND QUART OF SOIL, TAKEN FROM BETWEEN THE SOIL SURFACE AND 6" DEPTH. IF NO SAMPLE CURBS SHALL NOT PROTRUDE ABOVE THE FINISH SURFACE OF THE WALKS AND CURBS. MULCH LOCATIONS ARE INDICATED ON THE PLANS, THE CONTRACTOR SHALL TAKE A MINIMUM OF THREE COVER WITHIN 12" OF WALLS SHALL BE AT LEAST 3" LOWER THAN THE TOP OF WALL. SAMPLES FROM VARIOUS REPRESENTATIVE LOCATIONS FOR TESTING. I. CLEAN UP b. THE CONTRACTOR SHALL HAVE THE SOIL TESTING LABORATORY PROVIDE RESULTS FOR THE 1. DURING LANDSCAPE PREPARATION AND PLANTING, KEEP ALL PAVEMENT CLEAN AND ALL WORK AREAS FOLLOWING: SOIL TEXTURAL CLASS, GENERAL SOIL FERTILITY, PH, ORGANIC MATTER CONTENT, IN A NEAT, ORDERLY CONDITION. SALT (CEC), LIME, SODIUM ADSORPTION RATIO ISAR) AND BORON CONTENT. 2. DISPOSED LEGALLY OF ALL EXCAVATED MATERIALS OFF THE PROJECT SITE. C. THE CONTRACTOR SHALL ALSO SUBMIT THE PROJECTS PLANT LIST TO THE LABORATORY ALONG J. INSPECTION AND ACCEPTANCE WITH THE SOIL SAMPLES. 1. UPON COMPLETION CO F THE LANDSCAPE CONTRACTOR SHALL PROVIDE THE SITE CLEAN N O THE WORK, d. THE SOIL REPORT PRODUCED BY THE LABORATORY SHALL CONTAIN RECOMMENDATIONS FOR FREE OF DEBRIS AND TRASH, AND SUITABLE FOR USE AS INTENDED. THE LANDSCAPE CONTRACTOR THE FOLLOWING (AS APPROPRIATE): SEPARATE SOIL PREPARATION AND BACKFILL MIX SHALL THEN REQUEST AN INSPECTION BY THE OWNER TO DETERMINE FINAL ACCEPTABILITY. RECOMMENDATIONS FOR GENERAL ORNAMENTAL PLANTS, XERIC PLANTS, TURF, AND NATIVE 2. WHEN THE INSPECTED PLANTING WORK DOES NOT COMPLY WITH THE CONTRACT DOCUMENTS, THE AND RECOMMENDATIONS FOR ANY SEED, AS WELL AS PRE -PLANT FERTILIZER APPLICATIONS CO LANDSCAPE CONTRACTOR H REPLACE AND/OR REPAIR THE REJECTED WORK TO THE OWNER'S DSCA CON C OR SHALL RE CE OTHER SOIL RELATED ISSUES. THE REPORT SHALL ALSO PROVIDE A FERTILIZER PROGRAM FOR SATISFACTION WITHIN 24 HOURS. THE ESTABLISHMENT PERIOD AND FOR LONG-TERM MAINTENANCE. 3. THE LANDSCAPE MAINTENANCE PERIOD WILL NOT COMMENCE UNTIL THE LANDSCAPE WORK HAS 3. THE CONTRACTOR SHALL INSTALL SOIL AMENDMENTS AND FERTILIZERS PER THE SOILS REPORT BEEN RE -INSPECTED BY THE OWNER AND FOUND TO BE ACCEPTABLE. AT THAT TIME, A WRITTEN RECOMMENDATIONS. ANY CHANGE IN COST DUE TO THE SOIL REPORT RECOMMENDATIONS, EITHER NOTICE OF FINAL ACCEPTANCE WILL BE ISSUED BY THE OWNER, AND THE MAINTENANCE AND INCREASE OR DECREASE, SHALL BE SUBMITTED TO THE OWNER WITH THE REPORT. GUARANTEE PERIODS WILL COMMENCE. 4. FOR BIDDING PURPOSES ONLY, THE SOIL PREPARATION SHALL CONSIST OF THE FOLLOWING: K. LANDSCAPE MAINTENANCE a. TURF: INCORPORATE THE FOLLOWING AMENDMENTS INTO THE TOP 8" OF SOIL BY MEANS OF 1. THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF ALL WORK SHOWN ROTOTILLING AFTER CROSS -RIPPING: ON THESE PLANS FOR 90 DAYS BEYOND FINAL ACCEPTANCE OF ALL LANDSCAPE WORK BY THE I. NITROGEN STABILIZED ORGANIC AMENDMENT- 4 CU. YDS. PER 1,000 S.F. OWNER. LANDSCAPE MAINTENANCE SHALL INCLUDE WEEKLY SITE VISITS FOR THE FOLLOWING ii. PREPLANT TURF FERTILIZER (10-20-10 OR SIMILAR, SLOW RELEASE, ORGANIC) -15 LBS PER 1,000 ACTIONS (AS APPROPRIATE): PROPER PRUNING, RESTAKING OF TREES, RESETTING OF PLANTS THAT S.F. HAVE SETTLED, MOWING AND AERATION OF LAWNS, WEEDING, RESEEDING AREAS WHICH HAVE NOT iii. "CLAY BUSTER" OR EQUAL -USE MANUFACTURER'S RECOMMENDED RATE GERMINATED WELL TREATING FOR INSECTS AND DISEASES REPLACEMENT OF MULCH REMOVAL OF O b. TREES, SHRUBS, AND PERENNIALS: INCORPORATE THE FOLLOWING AMENDMENTS INTO THE TOP LITTER, REPAIRS TO THE IRRIGATION SYSTEM DUE TO FAULTY PARTS AND/OR WORKMANSHIP, AND 8" OF SOIL BY MEANS OF ROTOTILLING AFTER CROSS -RIPPING: THE APPROPRIATE WATERING OF ALL PLANTINGS. THE LANDSCAPE CONTRACTOR SHALL MAINTAIN I. NITROGEN STABILIZED ORGANIC AMENDMENT- 4 CU. YDS. PER 1,000 S.F. THE IRRIGATION SYSTEM IN PROPER WORKING ORDER, WITH SCHEDULING ADJUSTMENTS BY SEASON ii. 12-12-12 FERTILIZER (OR SIMILAR, ORGANIC, SLOW RELEASE) -10 LBS. PER CU. YD. TO MAXIMIZE WATER CONSERVATION. III. "CLAY BUSTER" OR EQUAL - USE MANUFACTURER'S RECOMMENDED RATE 2. SHOULD SEEDED AND/OR SODDED AREAS NOT BE COVERED BY AN AUTOMATIC IRRIGATION SYSTEM, iv. IRON SULPHATE - 2 LBS. PER CU. YD. THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR WATERING THESE AREAS AND OBTAINING 5. IN THE CONTEXT OF THESE PLANS, NOTES, AND SPECIFICATIONS, "FINISH GRADE" REFERS TO THE A FULL, HEALTHY STAND OF PLANTS AT NO ADDITIONAL COST TO THE OWNER. FINAL ELEVATION OF THE SOIL SURFACE (NOT TOP OF MULCH) AS INDICATED ON THE GRADING PLANS. 3. TO ACHIEVE FINAL ACCEPTANCE AT THE END OF THE MAINTENANCE PERIOD, ALL OF THE FOLLOWING a. BEFORE STARTING WORK, THE LANDSCAPE CONTRACTOR SHALL VERIFY THAT THE ROUGH CONDITIONS MUST OCCUR: GRADES OF ALL LANDSCAPE AREAS ARE WITHIN +/-0.1' OF FINISH GRADE. SEE SPECIFICATIONS a. THE LANDSCAPE SHALL SHOW ACTIVE, HEALTHY GROWTH (WITH EXCEPTIONS MADE FOR FOR MORE DETAILED INSTRUCTION ON TURF AREA AND PLANTING BED PREPARATION. SEASONAL DORMANCY). ALL PLANTS NOT MEETING THIS CONDITION SHALL BE REJECTED AND N P AND CONSTRUCTMATERIAL b. CONSTRUCT AND MAINTAIN FINISH GRADES AS SHOWN O GRADING LAWS. PR OR TO FINAL ACCEPTANCE. REPLACED BY HEALTHY PLANT 1 AND MAINTAIN SLOPES AS RECOMMENDED BY THE GEOTECHNICAL REPORT. ALL LANDSCAPE b. ALL HARDSCAPE SHALL BE CLEANED PRIOR TO FINAL ACCEPTANCE. AREAS SHALL HAVE POSITIVE DRAINAGE AWAY FROM STRUCTURES AT THE MINIMUM SLOPE C. SODDED AREAS MUST BE ACTIVELY GROWING AND MUST REACH A MINIMUM HEIGHT OF 1 12 SPECIFIED IN THE REPORT AND ON THE GRADING PLANS, AND AREAS OF POTENTIAL PONDING INCHES BEFORE FIRST MOWING. HYDROMULCHED AREAS SHALL SHOW ACTIVE, HEALTHY SHALL BE REGRADED TO BLEND IN WITH THE SURROUNDING GRADES AND ELIMINATE PONDING GROWTH. BARE AREAS LARGER THAN TWELVE SQUARE INCHES MUST BE RESODDED OR POTENTIAL. RESEEDED (AS APPROPRIATE) PRIOR TO FINAL ACCEPTANCE. ALL SODDED TURF SHALL BE c THE LANDSCAPE CONTRACTOR SHALL DETERMINE WHETHER OR NOT THE EXPORT OF ANY SOIL NEATLY MOWED. WILL BE NEEDED, TAKING INTO ACCOUNT THE ROUGH GRADE PROVIDED, THE AMOUNT OF SOIL L. WARRANTY PERIOD, PLANT GUARANTEE AND REPLACEMENTS AMENDMENTS TO BE ADDED (BASED ON A 801L TEST, PER SPECIFICATIONS), AND THE FINISH 1. THE LANDSCAPE CONTRACTOR SHALL GUARANTEE ALL TREES, SHRUBS, PERENNIALS, SOD, GRADES TO BE ESTABLISHED. SEEDED/HYDROMULCHED AREAS, AND IRRIGATION SYSTEMS FOR A PERIOD OF TWO YEARS FROM THE d. ENSURE THAT THE FINISH GRADE IN SHRUB AREAS IMMEDIATELY ADJACENT TO WALKS AND DATE OF THE OWNER'S FINAL ACCEPTANCE (90 DAYS FOR ANNUAL PLANTS). THE CONTRACTOR SHALL OTHER WALKING SURFACES, AFTER INSTALLING SOIL AMENDMENTS, IS 3" BELOW THE ADJACENT REPLACE, AT HIS OWN EXPENSE AND TO THE SATISFACTION OF THE OWNER, ANY PLANTS WHICH DIE FINISH SURFACE, IN ORDER TO ALLOW FOR PROPER MULCH DEPTH. TAPER THE SOIL SURFACE IN THAT TIME, OR REPAIR ANY PORTIONS OF THE IRRIGATION SYSTEM WHICH OPERATE IMPROPERLY. AT APPROXIMATELY 18" AWAY TO MEET FINISH GRADE, AS SPECIFIED ON THE GRADING PLANS,2. R D AND DURING THE GUARANTEE PERIOD THE LANDSCAPE AFTER THE INITIAL MAINTENANCE PERIOD FROM THE WALKS. CONTRACTOR SHALL ONLY BE RESPONSIBLE FOR REPLACEMENT OF PLANTS WHEN PLANT DEATH e. ENSURE THAT THE FINISH GRADE IN TURF AREAS IMMEDIATELY ADJACENT TO WALKS AND CANNOT BE ATTRIBUTED DIRECTLY TO OVERWATERING OR OTHER DAMAGE BY HUMAN ACTIONS. OTHER WALKING SURFACES, AFTER INSTALLING SOIL AMENDMENTS, IS 1" BELOW THE FINISH M. PROVIDE A MINIMUM OF (2) COPIES OF RECORD DRAWINGS TO THE OWNER UPON COMPLETION OF WORK. A SURFACE OF THE WALKS. TAPER THE SOIL SURFACE TO MEET FINISH GRADE, AS SPECIFIED ON RECORD DRAWING IS A RECORD OF ALL CHANGES THAT OCCURRED IN THE FIELD AND THAT ARE THE GRADING PLANS, AT APPROXIMATELY 18" AWAY FROM THE WALKS. DOCUMENTED THROUGH CHANGE ORDERS, ADDENDA, OR CONTRACTOR/CONSULTANT DRAWING MARKUPS. I. SHOULD ANY CONFLICTS AND/OR DISCREPANCIES ARISE BETWEEN THE GRADING PLANS, GEOTECHNICAL REPORT, THESE NOTES AND PLANS, AND ACTUAL CONDITIONS, THE CONTRACTOR SHALL IMMEDIATELY BRING SUCH ITEMS TO THE ATTENTION OF THE LANDSCAPE ARCHITECT, GENERAL CONTRACTOR, AND OWNER. 6. ONCE SOIL PREPARATION IS COMPLETE, THE LANDSCAPE CONTRACTOR SHALL ENSURE THAT THERE ARE NO DEBRIS, TRASH, OR STONES LARGER THAN 1" REMAINING IN THE TOP 6" OF SOIL. PARKWAY OPEN LANDSCAPE OR ISLAND TO 10' O TYPICAL WALKWAY OR PAVING O TREETRUNK (D LINEAR ROOT BARRIER MATERIAL. SEE PLANTING NOTES FOR TYPE AND MANUFACTURER. INSTALL PER MANUFACTURER'S SPECIFICATIONS. O TREE CANOPY O TYPICAL PLANTING AREA O TYPICAL CURB AND GUTTER NOTES: 1) INSTALL ROOT BARRIERS NEAR ALL NEWLY -PLANTED TREES THAT ARE LOCATED WITHIN FIVE (5) FEET OF PAVING OR CURBS. 2) BARRIERS SHALL BE LOCATED IMMEDIATELY ADJ ACENT TO HARDSCAPE. UNDER NO CIRCUMSTANCES SHALL THE CONTRACTOR USE ROOT BARRIERS OF A TYPE THAT COMPLETELY ENCIRCLE THE ROOTBALL. ROOT BARRIER - PLAN VIEW SCALE: NOT TO SCALE TREE PROTECTION SPECIFICATIONS MATERIALS 1. FENCING: 6 FOOT HIGH CHAIN LINK FENCING. 2. POSTS: POSTS SHALL BE A MINIMUM OF 72 INCHES LONG AND STEEL. CONSTRUCTION METHODS 1. ALL TREES AND SHRUBS SHOWN TO REMAIN WITHIN THE PROXIMITY OF THE CONSTRUCTION SITE SHALL BE PROTECTED PRIOR TO BEGINNING ANY DEVELOPMENT ACTIVITY. 2. EMPLOY THE SERVICES OF AN ISA (INTERNATIONAL SOCIETY OF ARBORICULTURE) CERTIFIED ARBORIST AND OBTAIN ALL REQUIRED PERMITS TO PRUNE THE EXISTING TREES FOR CLEANING, RAISING AND THINNING, AS MAY BE REQUIRED. 3. PROTECTIVE FENCING SHALL BE ERECTED OUTSIDE THE CRITICAL ROOT ZONE (CRZ, EQUAL TO 1' FROM THE TRUNK FOR EVERY 1" OF DBH) AT LOCATIONS SHOWN IN THE PLANS OR AS DIRECTED BY THE LANDSCAPE CONSULTANT AND/OR CITY ARBORIST, AND IN ACCORDANCE WITH THE DETAILS SHOWN ON THE PLANS. FENCING SHALL BE MAINTAINED AND REPAIRED BY THE CONTRACTOR DURING SITE CONSTRUCTION. TREES IN CLOSE PROXIMITY SHALL BE FENCED TOGETHER, RATHER THAN INDIVIDUALLY. 4. PROTECTIVE FENCE LOCATIONS IN CLOSE PROXIMITY TO STREET INTERSECTIONS OR DRIVES SHALL ADHERE TO THE APPLICABLE JURISDICTION'S SIGHT DISTANCE CRITERIA. 5. THE PROTECTIVE FENCING SHALL BE ERECTED BEFORE SITE WORK COMMENCES AND SHALL REMAIN IN PLACE DURING THE ENTIRE CONSTRUCTION PHASE. 6. THE INSTALLATION POSTS SHALL BE PLACED EVERY 6 FEET ON CENTER AND EMBEDDED TO 18 INCHES DEEP. CHAIN LINK SHALL BE ATTACHED TO THE INSTALLATION POSTS BY THE USE OF SUFFICIENT WIRE TIES TO SECURELY FASTEN THE CHAIN LINK TO THE POSTS TO HOLD THE CHAIN LINK IN A STABLE AND UPRIGHT POSITION. 7. WITHIN THE CRZ: a. DO NOT CLEAR, FILL OR GRADE IN THE CRZ OF ANY TREE. b. DO NOT STORE, STOCKPILE OR DUMP ANY JOB MATERIAL, SOIL OR RUBBISH UNDER THE SPREAD OF THE TREE BRANCHES. C. DO NOT PARK OR STORE ANY EQUIPMENT OR SUPPLIES UNDER THE TREE CANOPY. tl. DO NOT SET UP ANY CONSTRUCTION OPERATIONS UNDER THE TREE CANOPY (SU CH AS PIPE CUTTING AND THREADING, MORTAR MIXING, PAINTING OR LUMBER CUTTING). e. DO NOT NAIL OR ATTACH TEMPORARY SIGNS METERS, SWITCHES, WIRES, BRACING OR ANY OTHER ITEM TO THE TREES. I. DO NOT PERMIT RUNOFF FROM WASTE MATERIALS INCLUDING SOLVENTS, CONCRETE WASHOUTS, ASPHALT TACK COATS (MC-30 OIL), ETC. TO ENTER THE CRZ. BARRIERS ARE TO BE PROVIDED TO PREVENT SUCH RUNOFF SUBSTANCES FROM ENTERING THE CRZ WHENEVER POSSIBLE, INCLUDING IN AN AREA WHERE RAIN OR SURFACE WATER COULD CARRY SUCH MATERIALS TO THE ROOT SYSTEM OF THE TREE. 8. ROUTE UNDERGROUND UTILITIES TO AVOID THE CRZ. IF DIGGING IS UNAVOIDABLE, BORE UNDER THE ROOTS, OR HAND DIG TO AVOID SEVERING THEM. 9. WHERE EXCAVATION IN THE VICINITY OF TREES MUST OCCUR, SUCH AS FOR IRRIGATION INSTALLATION, PROCEED WITH CAUTION, AND USING HAND TOOLS ONLY. 10. THE CONTRACTOR SHALL NOT CUT ROOTS LARGER THAN ONE INCH IN DIAMETER WHEN EXCAVATION OCCURS NEAR EXISTING TREES. ALL ROOTS LARGER THAN ONE INCH IN DIAMETER ARE TO BE CUT CLEANLY. FOR OAKS ONLY, ALL WOUNDS SHALL BE PAINTED WITH WOUND SEALER WITHIN 30 MINUTES 11. REMOVE ALL TREES, SHRUBS OR BUSHES TO BE CLEARED FROM PROTECTED ROOT ZONE AREAS BY HAND. 12. TREES DAMAGED OR KILLED DUE TO CONTRACTOR'S NEGLIGENCE DURING CONSTRUCTION SHALL BE MITIGATED AT THE CONTRACTOR'S EXPENSE AND TO THE PROJECT OWNER'S AND LOCAL JURISDICTIONS SATISFACTION. 13. ANY TREE REMOVAL SHALL BE APPROVED BY THE OWNER AND LOCAL JURISDICTION PRIOR TO ITS REMOVAL, ANDTHECONTRACTOR HALL HAVE ALL REQUIRED PERM ITS FOR SUCH ACTIVITIES. 14. COVER EXPOSED ROOTS AT THE END OF EACH DAY WITH SOIL, MULCH OR WET BURLAP. 15. IN CRITICAL ROOT ZONE AREAS THAT CANNOT BE PROTECTED DUING CONSTRUCTION AND WHERE HEAVY TRAFFIC IS ANTICIPATED, COVER THE SOIL WITH EIGHT INCHES OF ORGANIC MULCH TO MINIMIZE SOIL COMPACTION. THIS EIGHT INCH DEPTH OF MULCH SHALL BE MAINTAINED THROUGHOUT CONSTRUCTION. 16. WATER ALL TREES IMPACTED BY CONSTRUCTION ACTIVITIES, DEEPLY ONCE A WEEK DURING PERIODS OF HOT DRY WEATHER. SPRAY TREE CROWNS WITH WATER PERIODICALLY TO REDUCE DUST ACCUMULATION ON THE LEAVES. 17. WHEN INSTALLING CONCRETE ADJACENT TO THE ROOT ZONE OF A TREE, USE A PLASTIC VAPOR BARRIER BEHIND THE CONCRETE TO PROHIBIT LEACHING OF LIME INTO THE SOIL. 18. CONTRACTOR SHALL REMOVE AND DISPOSE OF ALL TREE PROTECTION FENCING WHEN ALL THREATS TO THE EXISTING TREES FROM CONSTRUCTION -RELATED ACTIVITIES HAVE BEEN REMOVED. STAKING EXAMPLES (PLAN VIEW) • e PREVAILING PREVAILING WINDS WINDS ASCALE: TREE PLANTING NOT TO SCALE OTREE CANOPY. OCINCH -TIES (24" BOX/2" CAL. TREES AND SMALLER) OR 12 GAUGE GALVANIZED WIRE WITH NYLON TREE STRAPS AT TREE AND STAKE (36" BOX/2.5" CAL. TREES AND LARGER). SECURE TIES OR STRAPS TO TRUNK JUST ABOVE LOWEST MAJOR BRANCHES. O24" X 3/4" P.V.C. MARKERS OVER WIRES. OGREEN STEEL T-POSTS. EXTEND POSTS 12" MIN. INTO UNDISTURBED SOIL. OPRESSURE -TREATED WOOD DEADMAN, TWO PER TREE (MIN.). BURY OUTSIDE OF PLANTING PIT AND 18" MIN. INTO UNDISTURBED SOIL. OTRUNK FLARE. OMULCH, TYPE AND DEPTH PER PLANS. DO NOT PLACE MULCH WITHIN 6" OF TRUNK. OFINISH GRADE. OROOT BALL. 10 BACKFILL. AMEND AND FERTILIZE ONLY AS RECOMMENDED IN SOIL FERTILITY ANALYSIS. it UNDISTURBED NATIVE SOIL. 12 4" HIGH EARTHEN WATERING BASIN. 13 FINISH GRADE. NOTES: 1. SCARIFY SIDES OF PLANTING PIT PRIOR TO SETTING TREE. 2. REMOVE EXCESS SOIL APPLIED ON TOP OF THE ROOTBALL THAT COVERS THE ROOT FLARE. THE PLANTING HOLE DEPTH SHALL BE SUCH THAT THE ROOTBALL RESTS ON UNDISTURBED SOIL, AND THE ROOT FLARE IS 2".4" ABOVE FINISH GRADE. 3. FOR B&B TREES, CUT OFF BOTTOM 1/3 OF WIRE BASKET BEFORE -- PLACING TREE IN HOLE, CUT OFF AND REMOVE REMAINDER OF BASKET AFTER TREE IS SET IN HOLE, REMOVE ALL NYLON TIES, TWINE, ROPE, AND OTHER PACKING MATERIAL. REMOVE AS MUCH BURLAP FROM AROUND ROOTBALL AS IS PRACTICAL. 4. REMOVE ALL NURSERY STAKES AFTER PLANTING. 5. FOR TREES 36" BOX2.5" CAL. AND LARGER USE THREE STAKES OR DEADMEN (AS APPROPRIATE), SPACED EVENLY AROUND TREE. EVE RG RE E N 6. STAKING SHALL BE TIGHT ENOUGH TO PREVENT TRUNK FROM DESIGN G ROUP BENDING, BUT LOOSE ENOUGH TO ALLOW SOME TRUNK MOVEMENT IN WIND. (800)6SM630 1200 US Highway 22 E Site 2000-2248 Baegewaze<, H108807 w .EvagteenDempGmup.wm I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OSHRUB, PERENNIAL, OR ORNAMENTAL GRASS. OR REPORT WAS PREPARED BY UNDER DIRECT OMULCH, TYPE AND DEPTH PER PLANS. PLACE NO SUPEE RVISION AND T THAT I AM V MORE THAN 1"OF MULCH WITHIN 6" OF PLANT A DULY LICENSED CENTER. LANDSCAPE ARCHITECT OFINISH GRADE. UNDER THE LAWS OF THE STATE OF MINNESOTA. OROOT BALL. OBACKFILL. AMEND AND FERTILIZE ONLY AS SIGNATURE' RECOMMENDED IN SOIL FERTILITY ANALYSIS. LAWRANCE M. LESSER O UNDISTURBED NATIVE SOIL. DATE: 10113/2020 LICENSE NUMBER: 56666 (D 3" HIGH EARTHEN WATERING BASIN. SHRUB AND PERENNIAL PLANTING SCALE: NTS OROLLED -TOP STEEL EDGING PER PLANS. OTAPERED STEEL STAKES. OMULCH, TYPE AND DEPTH PER PLANS. OFINISH GRADE. NOTES: 1) INSTALL EDGING SO THAT STAKES WILL BE ON INSIDE OF PLANTING BED. 2) BOTTOM OF EDGING SHALL BE BURIED A MINIMUM OF 1" BELOW FINISH GRADE. 3) TOP OF MULCH SHALL BE V LOWER THAN TOP OF EDGING. STEEL EDGING K m O d = rn H Q a m m ty Y U iL o V / UJ U o W CL •^, V co C `Z 1 7 L nJ n N W LU ao0� 2 W 2 W Z a DIM u = a a Z O V U a M � a Ma W U V z W In 1n a 2 z a U SCALE: NOT TO SCALE SHEET NUMBER LP.2 I IRRIGATION LEGEND SYM130L MANUF. MODEL NO. DESCRIPTION - REMARKSIDETAIL CONTROLLERS AND SENSORS © RAINBIRD ESP4ME3 4-STATION CONTROLLER, INTERIOR/EXTERIOR WALL MOUNT, WITH ONE ESPSM3 MODULE DETAIL AA12 ® RAINBIRD I WR24RFC RAIN/FREEZE SENSOR - MOUNT SENSOR ON EAVE OR PARAPET PER MANUFACTURER - 1 DETAIL BIL12 POINT OF CONNECTION MR --- --_ ,'WATER METER (BY OTHERS) --- FEBCO MODEL 825YA- I' BACKFLOW PREVENTER WITH LF650A Y-STRAINER. MOUNT IN UTILITY ROOM. DETAIL C/L12 VALVES ® RAINBIRD XCZ-100-PRB-COM DRIP CONTROL ZONE KIT (FLOWS UP TO 20 GPM) DETAIL DAI2 RAINBIRD PEB SERIES REMOTE CONTROL VALVE, SIZE PER PLAN DETAIL EAI2 ORAINBIRD 33DLRC QUICK COUPLER, 3/4" DETAIL FA12 N NIBCO T-FPEOOA BALL VALVE, BRASS, FULL -PORT, LINE SIZE DETAIL GIU3 MAIN LINE/ LATERALS & SLEEVES ANY APPROVED PRESSURIZED PVC MAIN LINE, SCH. 40, 1-1/4" DETAIL HILI3 ANY APPROVED NON -PRESSURIZED LATERAL LINE, CL. 200 PVC, SIZE AS NOTED ON PLAN DETAIL HAI3 ANY APPROVED IRRIGATION SLEEVE, SCH. 40 PVC, MIN. TWICE SIZE OF PIPE TO BE INSERTED, ONE SLEEVE PER PIPE DETAIL HAI3 W3 = ANY APPROVED CONTROL WIRING SLEEVE, SCH. 40 PVC, 2" DETAIL HIU3 DRIP IRRIGATION - - - - - - - RAINBIRD XFS-06-18 LANDSCAPE DRIP LINE - SPACE LINES AT 18" O.C. 0.6 GPH 20 DETAILS I, JA13 OF ANY APPROVED --- FLUSH VALVE- BALL VALVE IN VALVE BOX WITH T LENGTH OF TUBING DETAIL KAI3 NOTE: FOR EACH NEW TREE WITHIN AREAS COVERED BY LANDSCAPE DRIP LINE, ADD THREE PC-07 (OR EQUAL) EMITTERS WITH DIFFUSER CAPS, PER DETAILS ROTORS & SPRAY HEADS NOZZLE RADIUS G.P.M. P.S.I. Q RAINBIRD 1806 POP UP SPRAY 8Q 8' 0.26 30 DETAIL UL13 e RAINBIRD 1806 POP UP SPRAY SH 8' 0.52 30 DETAIL LA13 RAINSIRD 1806 POP UP SPRAY HE-VAN-08 (Q) 8' 0.29 30 DETAIL LILI3 RAINBIRD 1806 POP UP SPRAY HE-VAN-08 (H) 8' 0.59 30 DETAIL ULI3 Q RAINBIRD 1806 POP UP SPRAY 10Q 10, 0.39 30 DETAIL ULI3 8 RAINBIRD 1806 POP UP SPRAY 10H 10, 0.79 30 DETAIL LA13 - - -- - �- ® RAINBIRD 1806 POP UP SPRAY 10F 19 1.58 30 DETAIL LILI3 - RAINBIRD 1808 POP UP SPRAY HE-VAN-10 (Q) Iv 0.45 30 DETAIL L/U3 RAINBIRD 1806 POP UP SPRAY HE-VAN-10 (H) 10' 0.89 30 DETAIL LAI3 Q RAINBIRD INS POP UP SPRAY 12Q IT 0.65 30 DETAIL LIL13 RAINBIRD 1806 POP UP SPRAY 12H 12' 1.30 30 DETAIL LA13 - RAINBIRD 18DB POP UP SPRAY HE-VAN-12 (Q) 12' 0.59 30 DETAIL U 13 RAINBIRD 1806 POP UP SPRAY HE-VAN-12 (H) 12' 1.18 30 DETAIL ULI3 RAINBIRD 1606 POP UP SPRAY 15Q 15, 0.93 30 DETAIL LAI3 RAINBIRD 1806 POP UP SPRAY HE-VAN-15 (Q) 15' 0.93 30 DETAIL L1U3 Q RAINBIRD 1806 POP UP SPRAY 15SST 4' X 3V 1.21 30 DETAIL LA13 NOTE: CONTRACTOR SHALL USE PC SCREENS ON FIXED SPRAY HEADS AS NEEDED TO ACHIEVE APPROPRIATE RADII. SLEEVING / WIRING NOTES: IN ADDITION TO PROVIDING SLEEVES FOR ALL PIPING UNDER ROADWAYS AND WALKWAYS, THE IRRIGATION CONTRACTOR SHALL PROVIDE AND INSTALL SCH. 40 PVC SLEEVES FOR ALL CONTROLLER WIRES OCCURRING UNDER ALL ROADWAYS AND WALKWAYS. SLEEVES FOR CONTROLLER WIRES SHALL BE 2" DIA. AND CONTAIN NO MORE THAN 25 WIRES. IRRIGATION DISCLAIMER THIS DESIGN IS DIAGRAMMATIC. ALL PIPING, VALVES, AND OTHER EQUIPMENT SHOWN WITHIN PAVED AREAS OR OUT OF PROPERTY BOUNDARIES ARE FOR DESIGN CLARIFICATION ONLY, AND SHALL BE INSTALLED IN PLANTING AREAS WITHIN THE PROPERTY LINES OR LIMITS INDICATED ON PLAN. THE IRRIGATION CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL ABOVE -GRADE IRRIGATION EQUIPMENT WITH THE OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO INSTALLATION, OR IRRIGATION CONTRACTOR MAY BE REQUIRED TO MOVE SUCH ITEMS AT HIS OWN COST. IRRIGATION CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL FINAL QUANTITIES PER DRAWINGS AND SPECIFICATIONS. ANY QUANTITIES PROVIDED ARE PROVIDED AS A CONVENIENCE TO THE CONTRACTOR ONLY AND SHALL NOT BE CONSIDERED ABSOLUTE. AUTOMATIC DRAIN VALVES AND AIR RELIEF VALVES INSTALL AUTOMATIC DRAIN VALVES AT THE LOW POINTS OF EACH LATERAL LINE (MIN. 2 PER VALVE) AS PER DETAIL L, SHEET LI4. INSTALL AIR RELIEF VALVES ON DRIP SYSTEMS AT THE LOCATIONS SHOWN ON THE PLANS, AS AS PER DETAILS. VALVE KEY CONTROLLER STATION NUMBER GALLONS PER MINUTE VALVE SIZE / / 100 I / / / \HjI i 31 i \\ C) ya„ 314" r / L 3W' 3/4' L tt1" (��`/� 1-1/4„ 7y/� /AVF qoo)* / �r / 313W 3/4 A3 ,-1„" 117.1 II �I ► I� s II "� L -�' _ i O�. NO 29'44 3. 0 3/4' 3/4" \ -- I F _T I I � I I w I I I CONTROLLER NOTE T WIDE DI T PER P ^_SSEN if'15_6 A4 1 " 17.4 �— STUB -OUT FOR TEMPORARY IRRIGATION (TYP., SEE NOTE) �, POINT -OF -CONNECTION - SEE NOTE , CONTROLLER - SEE NOTE _ ws 1 1 /4" N9 '00'00"W 199.20 LOCATE CONTROLLER AT LOCATION SHOWN ON PLAN. VERIFY LOCATION IN FIELD WITH OWNER'S REPRESENTATIVE. 120 VAC POWER TO CONTROLLER LOCATION IS NOT WITHIN THE IRRIGATION CONTRACTOR'S SCOPE OF WORK, AND SHALL BE PROVIDED BY OTHERS. HOOK-UP OF CONTROLLER TO 120 VAC SHALL BE PERFORMED BY THE IRRIGATION CONTRACTOR. IRRIGATION CONTRACTOR SHALL COORDINATE LOCATION OF WIRE SLEEVE PENETRATIONS THROUGH BUILDING WITH OWNER AND GENERAL CONTRACTOR. STATION RUN ORDER SHALL MATCH PLANS. POINT -OF -CONNECTION NOTE CONNECT MAINLINE DOWNSTREAM OF 1" WATER METER (BY OTHERS). VERIFY LOCATION IN FIELD. STUB -OUTS FOR FUTURE IRRIGATION STUB -OUTS FOR TEMPORARY IRRIGATION SHALL CONSIST OF THE FOLLOWING: 1) BALL VALVE IN 6" ROUND VALVE BOX 2) TWO CONTROL WIRES AND TWO COMMON WIRES RUN FROM CONTROLLER, TERMINATING IN A 36" LENGTH OF EACH WIRE COILED IN A SEPARATE 6" ROUND VALVE BOX ADJACENT TO BALL VALVE BOX CONTRACTOR SHALL PROVIDE TEMPORARY IRRIGATION FOR TREES AND SEEDED AREAS, WHICH SHALL REMAIN ACTIVE AND IN PLACE THROUGH AT LEAST ONE FULL GROWING SEASON. & UTILITY CROSSROADS A2 1" 22,1 r A 4 J :79 1. EVERGREEN D E S I G N G R O U F (800) 680.6630 1200 US Highway 22 E Suk.2000-2248 Bndgewaror, NJ 08807 w EvoWewDesignGmup.c 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 LANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA. LAWRANCE M. LESSER DATE: 10/13/2020 LICENSE NUMBER: 56666 UJI Z Co U w 0 o w m o 0 W = Z LIJ W N UJ 0' 10' 20' 40' = u- Scale 1" = 20' a a m = a LLI Z O V N Lu Q Co /n V = Z U a 2 U SHEET NUMBER U-1 I S IRRIGATION SPECIFICATIONS GENERAL J. BACKFILL 1, ALL BACKFILL MATERIAL SHALL BE SUBJECT TO APPROVAL BY THE OWNER. BACKFILL A. QUALIFICATIONS OF IRRIGATION CONTRACTOR MATERIAL SHALL BE FREE FROM RUBBISH, ROCK LARGER THAN 1", LARGE STONES, BRUSH, 1. ALL WORK SHOWN ON THESE PLANS SHALL BE PERFORMED BY A SINGLE IRRIGATION SOD, FROZEN MATERIAL OR OTHER UNSUITABLE SUBSTANCES THAT MAY DAMAGE PIPE CONTRACTING FIRM SPECIALIZING IN IRRIGATION SYSTEMS. SEE THE IRRIGATION PLAN FOR DURING THE BACKFILLING OPERATIONS. SEPARATE OUT ROCKS LARGER THAN 1 INCH IN SPECIFIC EQUIPMENT AND SYSTEM LAYOUT. ANY DIRECTION FROM EXCAVATED MATERIAL, AND REMOVE FROM AREAS TO RECEIVE 2. THE IRRIGATION CONTRACTOR MUST HAVE ON ITS STAFF A LICENSED IRRIGATION LANDSCAPING. COVER FOR BOTH TOP AND SIDES OF PIPE SHALL BE A MINIMUM OF 21NCHES INSTALLER, AS REGULATED BY THE APPROPRIATE LOCAL JURISDICTION. A LICENSED OF ROCK -FREE SOIL, SAND, OR OTHER APPROVED MATERIAL. IRRIGATION INSTALLER SHALL BE PRESENT AT THE PROJECT SITE AT ALL TIMES AS WORK IS 2. IN THE EVENT THAT THE MATERIAL FROM THE EXCAVATION OR TRENCHING IS FOUND TO BE IN PROGRESS. THE OWNER MAY DEMAND THAT WORK STOP UNTIL THE CONTRACTOR UNSUITABLE FOR USE IN BACKFILL, IT SHALL BE REMOVED FROM THE SITE AND PROPERLY PROVIDES FOR A LICENSED IRRIGATION INSTALLER TO BE PRESENT AT THE PROJECT SITE AND LEGALLY DISPOSED OF BY THE CONTRACTOR AT THE CONTRACTOR'S EXPENSE. THE AND SUPERVISING ALL IRRIGATION WORK. CONTRACTOR SHALL THEN PURCHASE AND AND FURNISH SUITABLE BACKFILL MATERIAL 3. A LIST OF SUCCESSFULLY COMPLETED PROJECTS OF THIS TYPE, SIZE AND NATURE MAY BE CONSISTING OF EARTH, LOAM, SANDY CLAY, SAND OR OTHER APPROVED MATERIALS FREE REQUESTED BY THE OWNER FOR FURTHER QUALIFICATION MEASURES. OF DEBRIS. B. SCOPE OF WORK K. BACKFLOW PREVENTER INSTALLATION: CONTRACTOR SHALL MAKE CONNECTIONS TO EXISTING 1. WORK COVERED BY THESE SECTIONS INCLUDES THE FURNISHING AND PAYMENT OF ALL WATER SOURCES AT LOCATION SHOWN ON PLANS AND AS APPROVED BY THE OWNER, AND SHALL MATERIALS, LABOR, SERVICES, EQUIPMENT, LICENSES, TAXES, FEES, AND ANY OTHER ITEMS MAKE ANY MINOR CHANGES IN LOCATION AS MAY BE NECESSARY DUE TO ACTUAL SITE THAT ARE NECESSARY FOR THE EXECUTION, INSTALLATION AND COMPLETION OF ALL WORK, CONDITIONS. BACKFLOW PREVENTER HEIGHT SHALL BE AS PER LOCAL CODES AND IRRIGATION SPECIFIED HEREIN AND/OR SHOWN ON THE IRRIGATION PLANS, NOTES, AND DETAILS. DETAILS. INSTALL A BRASS BALL VALVE IMMEDIATELY UPSTREAM OF THE BACKFLOW DEVICE TO 2. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL APPLICABLE LAWS, CODES AND SERVE AS AN ISOLATION VALVE. TO EVERY EXTENT POSSIBLE, INSTALL BACKFLOW PREVENTER REGULATIONS REQUIRED BY AUTHORITIES HAVING JURISDICTION OVER SUCH WORK, ION A LOCATION SCREENED FROM PUBLIC VIEW (SUCH AS BEHIND A SHRUB ROW). INCLUDING ALL INSPECTIONS AND PERMITS REQUIRED BY FEDERAL, STATE AND LOCAL L. PIPING: AUTHORITIES IN SUPPLY, TRANSPORTATION AND INSTALLATION OF MATERIALS. IN CASE OF 1. PIPE SIZE SHALL CONFORM TO THOSE SHOWN ON THE DRAWINGS. NO SUBSTITUTIONS OF CONFLICT BETWEEN THESE PLANS AND LOCAL AND/OR STATE CODES, CODES SHALL SMALLER PIPE SIZES SHALL BE PERMITTED, BUT SUBSTITUTIONS FOR LARGER SIZES MAY BE PREVAIL. APPROVED. 3. THE INTENT OF THE IRRIGATION SYSTEM IS TO PROVIDE 100% COVERAGE OF ALL LANDSCAPE 2. MAINLINE PIPE AND WIRES SHALL BE INSTALLED WITH A MINIMUM COVER OF 24 INCHES. AREAS. THE IRRIGATION PLAN IS GENERALLY DIAGRAMMATIC; COORDINATE IRRIGATION LATERAL PIPE SHALL BE INSTALLED WITH A MINIMUM COVER OF 18 INCHES. INSTALLATION WITH UTILITY INSTALLATIONS. ACTUAL LOCATION OF CONTROLLER, 3. ASSEMBLE ALL THREADED FITTINGS WITH TEFLON TAPE, WHICH SHALL BE APPLIED TO MALE BACKFLOW DEVICE, PIPING, VALVES, SPRAY HEADS, DRIP IRRIGATION, AND RELATED THREADS ONLY. EQUIPMENT MAY NEED TO BE ADJUSTED BASED ON ACTUAL SITE CONDITIONS. 4. ALL SOLVENT -WELD CONNECTIONS SHALL BE MADE WITH APPROVED SOLVENT -WELD PRIMER 4. FOR CLARITY PURPOSES, SOME IRRIGATION LINES AND EQUIPMENT ARE SHOWN IN AND GLUE. HARDSCAPE AREAS WITHOUT ACCESS SLEEVES; THESE LINES SHALL BE INSTALLED IN A 5. PIPE SHALL BE INSTALLED WITH A MINIMUM OF 4" HORIZONTAL CLEARANCE FROM ANY COMMON TRENCH OR AT THE BACK OF CURB IN LANDSCAPE AREAS. MINOR FIELD OTHER PIPE AND 2" VERTICAL CLEARANCE FROM ANY PIPES THAT CROSS OVER OR UNDER. ADJUSTMENTS SHALL BE MADE AT NO ADDITIONAL COST TO THE OWNER. M. VALVES 1. VALVES SHALL BE INSTALLED PER MANUFACTURER'S DIRECTIONS AND THE IRRIGATION DETAILS. PRODUCTS 2. VALVE BOXES SHALL BE INSTALLED FLUSH WITH THE GRADE, WITH CLEAN PEA GRAVEL LOCATED BELOW THE VALVE AS NOTED ON THE DETAILS. LOCATE BOXES WITHIN 12 TO 24" A. ALL MATERIALS SHALL BE NEW AND WITHOUT FLAWS OR DEFECTS OF ANY TYPE AND SHALL BE OF SIDEWALKS OR LANDSCAPE EDGES, WITH TOPS OF BOXES V ABOVE FINISH GRADE IN THE BEST OF THEIR CLASS AND KIND. ALL MATERIALS SHALL HAVE A MINIMUM GUARANTEE OF TURF, AND 3" ABOVE FINISH GRADE IN SHRUB AREAS (TO AVOID BEING COVERED BY MULCH). ONE YEAR AGAINST MATERIAL DEFECTS OR DEFECTIVE WORKMANSHIP. ALL MATERIALS SHALL BE 3. EACH VALVE BOX COVER SHALL BE HEAT -BRANDED WITH THE CONTROLLER STATION OF THE BRANDS AND TYPES NOTED ON THE DRAWINGS OR AS SPECIFIED HEREIN, OR APPROVED NUMBER. EQUAL. THE CONTRACTOR MUST FIRST OBTAIN APPROVAL FROM THE IRRIGATION DESIGNER FOR 4. DO NOT INSTALL MORE THAN TWO VALVES IN A JUMBO BOX. AWAPPROVED EQUAL' BEFORE INSTALLING SUCH MATERIALS IN THE FIELD, OR THE CONTRACTOR N. DRIP IRRIGATION EQUIPMENT SHALL BE INSTALLED PER MANUFACTURER'S DIRECTIONS AND THE MAY BE REQUIRED TO REPLACE SUCH MATERIALS AT HIS OWN COST. IRRIGATION DETAILS. B. BACKFLOW PREVENTION DEVICES SHALL BE OF THE SIZE AND TYPE INDICATED ON THE DRAWINGS. 1. SUBSURFACE DRIP LINES SHALL BE BURIED NO MORE THAN 2" BELOW FINISH GRADE. INSTALL BACKFLOW PREVENTION UNITS IN ACCORDANCE WITH IRRIGATION CONSTRUCTION 2. DRIP LINES MOUNTED ON GRADE SHALL BE SECURED IN PLACE WITH WIRE STAPLES AT A DETAILS AND ALL APPLICABLE STATE AND LOCAL CODES AND ORDINANCES. MAXIMUM OF 48" ON CENTER. C. PIPING 0. SPRAY, ROTOR, AND BUBBLER HEADS: 1. PRESSURE SUPPLY LINES, DOWNSTREAM OF THE POINT -OF -CONNECTION: 1. ALL SPRAY AND ROTOR HEAD LOCATIONS SHALL BE STAKED, FLAGGED AND/OR OTHERWISE a. SCHEDULE 40 PVC FOR ALL PIPE 1-112" OR LESS CLEARLY MARKED ON THE GROUND PRIOR TO INSTALLATION. SPRINKLER HEAD STAKING b. CLASS 315 PVC FOR ALL PIPE 2" TO 2-112" SHALL BE INSPECTED AND APPROVED BY THE OWNER'S REPRESENTATIVE BEFORE C. CLASS 200 PVC, GASKETED, FOR ALL PIPE 3" AND LARGER INSTALLATION. 2. SLEEVING AND NON -PRESSURE LATERAL LINES (DOWNSTREAM FROM VALVES): CLASS 200 2. ALL SPRAY HEADS SHALL BE CONNECTED WITH A 12 INCH MINIMUM LENGTH OF 12 INCH FLEX PVC PVC. THE FLEX PVC SHALL BE SOLVENT WELDED TO SCHEDULE 40 PVC FITTINGS WITH 3. FITTINGS: SCH. 40 PVC, EXCEPT AS NOTED OTHERWISE. WELD -ON #795 SOLVENT AND #P-70 PRIMER. ALL ROTORS SHALL BE CONNECTED TO D. VALVES AND DRIP VALVE ASSEMBLIES: TYPE AND SIZE AS NOTED ON PLANS. EACH VALVE SHALL LATERAL LINES WITH PRE -MANUFACTURED SWING JOINTS. BEAR A PRE -MANUFACTURED, NUMBERED WATERPROOF TAG BEARING A NUMBER 3. ALL ROTOR, SPRAY AND BUBBLER HEADS SHALL BE SET PERPENDICULAR AND FLUSH TO CORRESPONDING TO ITS VALVE SEQUENCE OF OPERATION ON THE CONTROLLER. THE FINISH GRADE AND WITH A CLEARANCE OF FOUR INCHES (MINIMUM) FROM THE EDGE OF ANY OPERATION SEQUENCE SHALL MATCH THAT AS SHOWN ON THE PLANS. BUILDINGS, WALLS, BOULDERS, AND HARDSCAPE, UNLESS OTHERWISE SPECIFIED. E. QUICK COUPLERS, BALL VALVES, AND GATE VALVES: TYPE AND SIZE PER PLANS. 4. ALL ROTOR, SPRRAY AND BUBBLER HEADS AND VALVES SHALL BE FLUSHED AND ADJUSTED F. VALVE BOXES: TYPE AND SIZE AS NOTED ON DETAILS. ALL VALVES BOXES SHALL BE LOCKING FOR OPTIMUM COVERAGE WITH MINIMUM OVERSPRAY ON WALKS, STREETS, WALLS, ETC. BOLT -DOWN TYPE, FURNISHED WITH LIDS AND BOLTS. BOXES SHALL BE OF A SIZE TO CONTAIN P. AUTOMATIC CONTROLLER: THE ENTIRE VALVE AND/OR VALVE ASSEMBLY. THE VALVE BOX LID SHALL HAVE THE VALVE 1. INSTALL THE CONTROLLER AT THE LOCATION INDICATED BY THE OWNER. INSTALL STATION NUMBER HEAT43RANDED INTO THE LID WITH 2" HIGH LETTERS. CONTROLLER WITH A BACKUP BATTERY AS RECOMMENDED BY THE MANUFACTURER. G. FIXED SPRAY HEADS AND ROTORS: PLASTIC BODY POP-UP, WITH A REMOVABLE PLASTIC SPRAY 2. THE IRRIGATION CONTRACTOR SHALL COORDINATE 120 V.A.C. ELECTRICAL POWER TO NOZZLE. EXACT TYPE, MODEL, AND NOZZLE SHALL BE AS INDICATED ON PLANS. CONTROLLER AND DEDICATE ONE (1) 20-AMP BREAKER FOR EACH CONTROLLER. IT SHALL BE H. INTEGRAL EMITTER DRIP TUBING: TUBING MODEL AND FLOW RATE AS NOTED ON PLANS, WITH THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR TO MAKE THE FINAL HOOK-IJP FROM INTEGRAL EMITTERS WELDED TO THE INSIDE WALL OF THE TUBING AS AN INTEGRAL PART OF THE THE ELECTRICAL SOURCE TO THE CONTROLLER UNIT ONLY. TUBING ASSEMBLY. 3. ALL VALVE CONTROL WIRE SHALL BE AWG 14 TYPE UF, 600 VOLT TEST, DIRECT BURIAL. NO I. AUTOMATIC CONTROLLER: TYPE AND MODEL PER PLANS. PROVIDE VANDAL -PROOF ENCLOSURE SPLICES SHALL BE ALLOWED EXCEPT AT VALVES AND CONTROLLER. WHERE SPLICES MAY FOR ALL EXTERIOR INSTALLATIONS. PROVIDE LINE -VOLTAGE DISCONNECT SWITCH WITH GROUND BE NECESSARY DUE TO EXCESSIVELY LONG WIRE RUNS, THE CONTRACTOR SHALL MAKE ALL FAULT PROTECTION. SPLICES IN 6" ROUND VALVE BOXES WITH 3M'S "DBY-DIRECT BURIAL SPLICE KIT'. THE J. 24 VOLT VALVE WIRE SHALL BE A MINIMUM OF #14 GAUGE, U.F. APPROVED FOR DIRECT BURIAL, CONTRACTOR SHALL LABEL ALL WIRES WITH WATERPROOF TAGS AND MARKERS AT ALL SINGLE CONDUCTOR IRRIGATION WIRE. EACH CONTROLLER SHALL HAVE A DIFFERENT COLOR SPLICES AND VALVE MANIFOLDS, AND SHALL LEAVE A 24" COIL OF EXCESS WIRE AT EACH STATION AND COMMON WIRE. CONNECTION. 1. STATION WIRE - ANY COLOR EXCEPT WHITE OR BLUE 4. PROVIDE *10 COMMON WIRE, DIRECT BURIAL, TO ALL REMOTE CONTROL VALVES. 2. COMMON WIRE- WHITE 5. CONNECT ALL DIRECT BURIAL WIRES TO VALVES USING 3M'S "DBY-DIRECT BURIAL SPLICE 3. EXTRA COMMON WIRES - BLUE KIT" (UNLESS OTHERWISE SPECIFIED). K. WIRE SPLICES SHALL BE ENCASED IN A WATERPROOF COMPOUND OR GEL. ALL FIELD SPLICES 6. PROVIDE THREE ADDITIONAL IRRIGATION CONTROL WIRES ALONG EACH BRANCH OF SHALL BE LOCATED IN A 6 INCH ROUND VALVE BOX. MAINLINE FOR FUTURE EXPANSION. STUB ADDITIONAL CONTROL WARES INTO BACK OF L. RAIN SENSOR: TYPE AND MODEL PER PLANS. IRRIGATION CONTROLLERS. 7. THE IRRIGATION CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING ALL CONTROL WIRE SLEEVES AND PIPE SLEEVES UNDER PAVED AREAS PRIOR TO PAVING - SEE SLEEVING NOTES. METHODS Q. INSTALL THE RAIN SENSOR IN THE VICINITY OF THE CONTROLLER, AND COORDINATE LOCATION WITH THE OWNER. IT IS THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR TO ENSURE THE A. THIS DESIGN IS DIAGRAMMATIC. ALL PIPING, VALVES, AND OTHER EQUIPMENT SHOWN WITHIN RAIN SENSOR IS PLACED IN A LOCATION WHERE IT CAN RECEIVE ADEQUATE RAINFALL WITHOUT PAVED AREAS OR OUT OF PROPERTY BOUNDARIES ARE FOR DESIGN CLARIFICATION ONLY, AND OBSTRUCTIONS. IF IT IS PLACED IN AN INADEQUATE LOCATION, THE IRRIGATION CONTRACTOR SHALL BE INSTALLED IN PLANTING AREAS WITHIN THE PROPERTY LINES OR LIMITS INDICATED ON MAY BE REQUIRED TO RELOCATE IT AT NO ADDITIONAL COST TO THE OWNER. PLAN. THE IRRIGATION CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL ABOVE -GRADE R. ALL IRRIGATION EQUIPMENT NOT OTHERWISE DETAILED OR SPECIFIED SHALL BE INSTALLED AS IRRIGATION EQUIPMENT WITH THE OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO PER MANUFACTURER'S RECOMMENDATIONS AND SPECIFICATIONS. INSTALLATION, OR IRRIGATION CONTRACTOR MAY BE REQUIRED TO MOVE SUCH ITEMS AT HIS OWN S. QUALITY CONTROL COST. ENSURE FIELD COORDINATION IS MADE EARLY ON IN THE CONSTRUCTION PHASE SO 1. PERFORM COVERAGE TESTS AFTER IRRIGATION SYSTEM IS COMPLETED, BUT PRIOR TO ANY PLACEMENT LOCATION IS CORRECT. PLANTING AND PERFORM TESTING IN THE PRESENCE OF THE IRRIGATION DESIGNER AND THE B. THE IRRIGATION CONTRACTOR SHALL MEET WITH THE OWNER'S REPRESENTATIVE PRIOR TO CONSTRUCTION MANAGER. COMMENCEMENT OF WORK, AND SHALL OBTAIN ALL ENGINEERING, LANDSCAPE, AND OTHER 2. TEST SYSTEM TO ASSURE THAT ALL LAWN AND PLANTING AREAS ARE WATERED APPLICABLE PLANS & DOCUMENTS. THE CONTRACTOR SHALL THOROUGHLY REVIEW THE PLANS COMPLETELY AND UNIFORMLY. AND REPORT ANY CONFLICTS OR DISCREPANCIES TO THE LANDSCAPE ARCHITECT AND OWNER'S 3. MAKE ALL NECESSARY ADJUSTMENTS TO PROVIDE COMPLETE COVERAGE, INCLUDING REPRESENTATIVE IMMEDIATELY. REALIGNMENT OF HEADS AND REPLACEMENT OF NOZZLES. C. THE IRRIGATION CONTRACTOR SHALL NOT WILFULLY INSTALL THE IRRIGATION SYSTEM AS SHOWN T. CLEAN UP ON THE DRAWINGS WHEN IT IS OBVIOUS IN THE FIELD THAT UNKNOWN OBSTRUCTIONS, GRADES 1. DURING IRRIGATION EXCAVATION AND INSTALLATION, KEEP ALL PAVEMENT CLEAN AND ALL OR DIMENSIONS EXIST THAT MIGHT NOT HAVE BEEN CONSIDERED IN THE ENGINEEERING. SUCH WORK AREAS IN A NEAT, ORDERLY CONDITION. OBSTRUCTIONS OR DIFFERENCES SHALL BE BROUGHT TO THE ATTENTION OF THE IRRIGATION 2. DISPOSED LEGALLY OF ALL EXCAVATED MATERIALS OFF THE PROJECT SITE. DESIGNER. IN THE EVENT THAT THIS NOTIFICATION IS NOT PERFORMED, THE IRRIGATION U. INSPECTION AND ACCEPTANCE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY REVISIONS AND NECESSARY COSTS, 1. UPON COMPLETION OF THE WORK, THE IRRIGATION CONTRACTOR SHALL PROVIDE THE SITE D. SEE UTILITY PLANS FOR IRRIGATION POINTS OF CONNECTION (TAP) AND DOMESTIC WATER CLEAN, FREE OF DEBRIS AND TRASH, AND SUITABLE FOR USE AS INTENDED. THE IRRIGATION SUPPLY, CONTRACTOR SHALL THEN REQUEST AN INSPECTION BY THE OWNER TO DETERMINE FINAL E. THE IRRIGATION CONTRACTOR SHALL PAY ANY AND ALL FEES AND PERMITS ASSOCIATED WITH ACCEPTABILITY. THE INSTALLATION OF THE IRRIGATION SYSTEM. 2. WHEN THE INSPECTED WORK DOES NOT COMPLY WITH THE CONTRACT DOCUMENTS, THE F. AT LEAST SEVEN DAYS BEFORE BEGINNING WORK, CONFIRM THE STATIC WATER PRESSURE IS AT CONTRACTOR SHALL REPLACE AND/OR REPAIR THE REJECTED WORK TO THE OWNER'S LEAST 55 PSI AND LESS THAN 70 PSI. IF STATIC WATER PRESSURE IS OUTSIDE OF THE STATED SATISFACTION WITHIN 24 HOURS. RANGE, DO NOT PROCEED WITHOUT FIRST NOTIFYING THE IRRIGATION DESIGNER AND OWNER IN 3. THE MAINTENANCE PERIOD WILL NOT COMMENCE UNTIL THE WORK HAS BEEN RE -INSPECTED WRITING, AND OBTAINING SUBSEQUENT DIRECTION FOR CORRECTIONAL MEASURES. SHOULD THE BY THE OWNER AND FOUND TO BE ACCEPTABLE. AT THAT TIME, A WRITTEN NOTICE OF FINAL IRRIGATION CONTRACTOR CHOOSE TO BEGIN THE INSTALLATION WITHOUT SUCH NOTIFICATION, ACCEPTANCE WILL BE ISSUED BY THE OWNER, AND THE MAINTENANCE AND GUARANTEE THE IRRIGATION CONTRACTOR WILL ASSUME THE RESPONSIBILITY FOR ALL COSTS INCURRED TO PERIODS WILL COMMENCE. ENSURE THE SYSTEM IS WORKING PROPERLY. NO CHANGE ORDERS WILL BE AUTHORIZED IN 4. CONTROLLER CHART: THE IRRIGATION CONTRACTOR SHALL PROVIDE All" X 17" SUCH CIRCUMSTANCES. COLOR -CODED, LAMINATED COPY OF THE IRRIGATION LAYOUT AND PLACE IT IN THE G. THE IRRIGATION CONTRACTOR SHALL VERIFY THE LOCATION OF ALL UNDERGROUND UTILITY LINES CONTROLLER'S COVER. THE CONTROLLER CHART SHALL CLEARLY DELINEATE THE AREAS (WATER, SEWER, ELECTRICAL, TELEPHONE, GAS, CABLE, TELEVISION, ETC.) PRIOR TO THE START COVERED BY EACH VALVE, USING A SEPARATE COLOR FOR EACH ZONE. OF ANY WORK. THE CONTRACTOR SHALL BE FAMILIAR WITH ALL GRADE DIFFERENCES, LOCATIONS 5. TURN THE FOLLOWING ITEMS IN TO THE OWNER UPON COMPLETION OF THE INSTALLATION: OF WALLS, STRUCTURES AND UTILITIES. a. QUICK COUPLER KEYS (2) H. COORDINATE WITH THE OWNER THE PROPOSED LOCATIONS OF THE AUTOMATIC CONTROLLER b. CONTROLLER MANUAL (1) AND ANY REQUIRED SLEEVES THROUGH THE BUILDING FOR CONTROL WIRES. C. CONTROLLER KEYS (2) I. TRENCHING NEAR EXISTING TREES: d. A MINIMUM OF (2) COPIES OF RECORD DRAWINGS. A RECORD DRAWING IS A RECORD 1. CONTRACTOR SHALL NOT DISTURB ROOTS 1-1/2" AND LARGER IN DIAMETER WITHIN THE OF ALL CHANGES THAT OCCURRED IN THE FIELD AND THAT ARE DOCUMENTED CRITICAL ROOT ZONE (CRZ) OF EXISTING TREES, AND SHALL EXERCISE ALL POSSIBLE CARE THROUGH CHANGE ORDERS, ADDENDA, OR CONTRACTORICONSULTANT DRAWING AND PRECAUTIONS TO AVOID INJURY TO TREE ROOTS, TRUNKS, AND BRANCHES. THE CRZ IS MARKUPS. DEFINED AS A CIRCULAR AREA EXTENDING OUTWARD FROM THE TREE TRUNK, WITH A V. REFER TO THE PLANTING SPECIFICATIONS FOR ADDITIONAL CONDITIONS OF FINAL ACCEPTANCE RADIUS EQUAL TO V FOR EVERY V OF TRUNK DIAMETER -AT -BREAST -HEIGHT (4.5' ABOVE THE AND START OF THE MAINTENANCE PERIOD. AVERAGE GRADE AT THE TRUNK). W. WARRANTY 2. ALL EXCAVATION WITHIN THE CRZ SHALL BE PERFORMED USING HAND TOOLS. NO MACHINE 1. THE IRRIGATION SYSTEM SUPPLIED AND INSTALLED SHALL BE WARRANTED (LABOR AND EXCAVATION OR TRENCHING OF ANY KIND SHALL BE ALLOWED WITHIN THE CRZ. MATERIALS) TO REMAIN OPERATIONAL FOR A PERIOD OF 12 MONTHS AFTER THE DATE OF 3. ALTER ALIGNMENT OF PIPE TO AVOID TREE ROOTS 1-1/2" AND LARGER IN DIAMETER. WHERE FINAL ACCEPTANCE. DURING THIS PERIOD, THE CONTRACTOR SHALL ALSO REPAIR ANY TREE ROOTS 1-1/2" AND LARGER IN DIAMETER ARE ENCOUNTERED IN THE FIELD, TUNNEL SETTLEMENT OF THE IRRIGATION TRENCHES. UNDER SUCH ROOTS. WRAP EXPOSED ROOTS WITH SEVERAL LAYERS OF BURLAP AND KEEP 2. BY THE END OF THE WARRANTY PERIOD, ANY IRRIGATION PART THAT IS EITHER MOIST. CLOSE ALL TRENCHES WITHIN THE CANOPY DRIP LINES WITHIN 24 HOURS. NON -OPERATIONAL OR THAT IS OPERATING BELOW STANDARDS AS DETERMINED BY THE 4. ALL SEVERED ROOTS SHALL BE HAND PRUNED WITH SHARP TOOLS AND ALLOWED TO OWNER, SHALL BE REMOVED FROM THE SITE AND SHALL BE REPLACED. REPLACEMENTS AIR-DRY. DO NOT USE ANY SORT OF SEALERS OR WOUND PAINTS. SHALL BE OF THE SAME KIND AS SPECIFIED IN THE IRRIGATION LEGEND, AND SHALL BE INSTALLED AS ORIGINALLY SPECIFIED. 3. IRRIGATION PARTS DAMAGED OR IMPAIRED DUE TO ACTS OF GOD, VANDALISM, AND/OR THE OWNER'S IMPROPER MAINTENANCE SHALL NOT BE COVERED BY THIS WARRANTY. X. SHOULD THE PERMITTING JURISDICTION REQUIRE AN IRRIGATION AUDIT, THE IRRIGATION CONTRACTOR SHALL RETAIN THE SERVICES OF A THIRD -PARTY CERTIFIED LANDSCAPE IRRIGATION AUDITOR, AT NO ADDITIONAL COST TO THE OWNER. L DRIP CONTROL ZONE KIT SCALE:NTS REMOTE CONTROL VALVE SCALE:NTS QUICK COUPLER 1O 30-INCH LINEAR LENGTH OF WIRE, COILED 2O WATERPROOF CONNECTION (ANY APPROVED) O3 REMOTE CONTROL VALVE ASSEMBLY O4 JUMBO PLASTIC VALVE BOX BY CARSON (OR EQUAL) O5 TOP OF MULCH O FINISHED GRADER" BELOW TOP OF BOX IN TURF AREAS, 2" IN SHRUB AREAS OPVC UNION (2) OPVC SCH 40 MALE ADAPTER (2) O PVC LATERAL PIPE IS)BRICK (1 OF 4) 11 3-INCH MINIMUM DEPTH OF 314-INCH WASHED GRAVEL 12 PVC MAINLINE PIPE 13 PVC SCH 80 NIPPLE (LENGTH AS REQUIRED) 14 SCH. 40 PVC ELL 15 SCH. 40 PVC TEE OR ELL 18 SCH. 40 PVC THREADED ELL tO 304NCH LINEAR LENGTH OF WIRE, COILED OZ WATERPROOF CONNECTION (ANY APPROVED) O3 REMOTE CONTROL VALVE O4 JUMBO PLASTIC VALVE BOX BY CARSON (OR EQUAL) O5 TOP OF MULCH O FINISHED GRADE-l" BELOW TOP OF BOX IN TURF AREAS, 2" IN SHRUB AREAS O7 PVC SCH 80 NIPPLE (CLOSE) OS PVC SCH 40 ELL O9 PVC SCH 80 NIPPLE (LENGTH AS REQUIRED) 10 BRICK (1 OF 4) 11 PVC MAINLINE PIPE 12 SCH- 40 PVC ELL 13 PVC SCH 40 TEE OR ELL 14 PVC SCH 40 MALE ADAPTER 15 PVC LATERAL PIPE 18 3-INCH MINIMUM DEPTH OF ly-INCH WASHED GRAVEL tO TOP OF MULCH OFINISHED GRADE-l" BELOW TOP OF BOX IN TURF AREAS, 2" IN SHRUB AREAS O3 QUICK -COUPLING VALVE O4 1 V ROUND PLASTIC VALVE BOX BY CARSON (OR EQUAL) O 6" LONG BRASS NIPPLE O 3-INCH MINIMUM DEPTH OF 314-INCH WASHED GRAVEL O BRASS NIPPLE (LENGTH AS REQUIRED) O BRICK (1 OF 2) O9 PVC SCH 40 STREET ELL 10 PVC SCH 40 TEE OR ELL 11 PVC MAINLINE PIPE 12 PVC SCH 40 ELL 13 2" x 2" REDWOOD STAKE WITH STAINLESS STEEL GEAR CLAMPS OR EQUIVALENT SUPPORT SYSTEM I tO CONTROLLER PER LEGEND O2 1/2" ELECTRICAL CONDUIT BETWEEN CONTROLLER AND ELECT. BOX CLAMP TO WALL O3 SENSOR MONITOR PANEL OR RECEIVER (WHERE OCCURS) 4O WALL (WHERE OCCURS) OS 120 VOLT SERVICE IN WATERPROOF JUNCTION BOX WITH DISCONNECT SWITCH, INSTALL INSIDE STAINLESS ENCLOSURE O GCLAMPS (TYP.) O CONDUIT(S) FOR 24 VOLT CONTROL WIRES. CLAMP TO WALL. USE 1 CONDUIT FOR 0-24 STATIONS. USE 2 CONDUITS FOR 2548 STATIONS O SENSOR CABLES IN CONDUITS (WHERE OCCURS) O GROUNDING PER MANUFACTURER 10 FINISH FLOOR SURFACE NOTES: 1) MOUNT CONTROLLER AND CABINET PER MANUFACTURER'S DIRECTIONS. 2) 120 V.A.C. POWER PROVIDED BY OTHERS. LANDSCAPE CONTRACTOR SHALL MAKE FINAL CONNECTION AT CONTROLLER. CONNECT TO ELECTRICAL SUPPLY PER NATIONAL ELECTRIC CODE AND LOCAL CODE. 3) LOCATE GROUND ROD 8' MIN. FROM CONTROLLER. VERIFY LOCATION OF GROUND ROD, CONTROLLER AND SOURCE OF ELECTRICITY WITH MANUFACTURER'S REPRESENTATIVE AND OWNER AS PART OF PRE CONSTRUCTION MEETING. CONTROLLER - WALL MOUNT, INDOOR SCALE:NTS R EAVE EVERGREEN D E S I G N G R O UP (800) 680-6630 1200 US Highway 22 E Suite 2009-2248 Bridgewater, NI 08807 www.EvargreenDesignGroup.o 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 LANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA- r u -,I , I. Y V LAWRANCE M. LESSER DATE: 10113/2020 LICENSE NUMBER: 66666 OAUTOMATIC RAIN SENSOR - INSTALL PER MANUFACTURER'S INSTRUCTIONS m O 2 = O w Z w L) LU o w m o w Z w Y d y O U RAIN SENSOR, ROOF MOUNT SCALE:NTS O FROM POINT OF CONNECTION - SEE PLUMBING PLANS AND ADAPT AS NECESSARY. ALL WORK SHALL CONFORM TO ALL APPLICABLE CODES O BRASS UNION (TYPICAL) O3 BRASS NIPPLES (TYPICAL) 4 METAL STRAP - QUANTITY AS NEEDED SECURE TO P O Q WALL PER ARCHITECT (TYPICAL) O BRASS WYE STRAINER WITH 60 MESH SCREEN O6 BACKFLOW PREVENTER UNIT O7 TO IRRIGATION SYSTEM O8 AIR GAP DRAIN, MODEL AGD-Y ATTACH TO BACKFLOW DEVICE PER MANUFACTURER O DRAIN PIPE, SCH. 40 PVC, 1"- CONNECT TO DRAINAGE SYSTEM 10 INTERIOR FLOOR 11 INTERIOR WALL BACKFLOW PREVENTER, RP, WALL MOUNT Z O J (� u^ Q U nW U) 1..� I Ir' W Q Z � W V/ ci)L 2 r LLI 2 ILL. - Lu o = a IS Z O Ua1�_= Q Ln Q V U Z 2 Z w N H a 2 Z a x u SCALE:NTS SCALE: NTS SHEET NUMBER U-2 \ SCALE:NTS DEDICATED IRRIGATION TAP TO IRRIGATION SYSTEM f0 ESTIC iTEM IRRIGATION CONNECTION FROM _DOMESTIC WATER yi WATER TAP DIAGRAM SCALE: NTS AUTOMATIC DRAIN VALVE O BUBBLER PER LEGEND - 3 PER TREE O MULCH O FINISH GRADE/TOP OF MULCH 4O UV RADIATION RESISTANT 1/2-INCH PVC SCH 80 NIPPLE (LENGTH AS REQUIRED) O5 112-INCH FEMALE NPT z 0.490-INCH BARB ELBOW O6 SWING PIPE, 12-INCH LENGTH O7 PVC LATERAL PIPE Og 1/2-INCH MALE NPT z.490-INCH BARB ELBOW O9 SCH 40 TEE OR ELL 10 EDGE OF ROOTBALL 11 PVC LATERAL LINE - 314" WERAL LINE -VE BUBBLERLAYOUT PLAN VIEW TO IRRIGATION SYSTEM 1O CRY MAINLINE 2O TAP O3 SERVICE LINE O4 WATER METER OS ISOLATION VALVE (PER PLAN) O6 MANUAL DRAIN VALVE (BALL VALVE) O7 BLOW OFF VALVE (BOV) OB BACKFLOW DEVICE (WHERE SHOWN) WINTERIZATION PROCEDURE: 1. TURN OFF EITHER THE METER AND ISOLATION VALVE (DEDICATED IRRIGATION METER) OR ISOLATION VALVE (DOMESTIC TAP). 2. OPEN ONE CONTROL VALVE TO RELIEVE PRESSURE 3. SLOWLY OPEN MANUAL DRAIN VALVE. 4. REPEAT PROCEDURE FOR ALL MANUAL DRAIN VALVES ALONG IRRIGATION MAINLINE. 5. CLOSE MANUAL DRAIN VALVES AND BLOW OUT REMAINING WATER FROM THE BLOWOUT VALVE. SLOWLY INCREASE AIR PRESSURE, NOT TO EXCEED 80 PSI. DO NOT BLOWOUT SYSTEM FROM BACKFLOW. BLOWOUT SYSTEM TWICE BUT NOT TO EXCEED AT MORE THAN 2 MIN. INTERVALS. O FINISH GRADE O2 PIPE TRENCH O3 LATERAL LINE PIPE O4 AUTOMATIC DRAIN VALVE 12" SUMP DEPTH 30d GAP BELOW :)NTAL NOTE: AUTOMATIC VALVES ARE TO BE LOCATED AT LOW POINTS OF LATERAL LINES. LOCATE END DRAIN VALVE 12" UPSTREAM FROM LAST HEAD. SUBSURFACE DRIPLINE CONNECTION SCALE: NOT TO SCALE FLUSH VALVE SCALE: NTS POP-UP SPRAY HEAD O1 TOP OF MULCH O FINISH GRADE O3 DRIP LINE PER PLAN O4 INSERT TEE OR ELBOW OS SCH. 80 PVC NIPPLE (LINE SIZE) O SCH. 40 PVC TEE (SST) OSCH. 40 PVC SUPPLY HEADER (SIZE PER PLAN) 10" ROUND PLASTIC VALVE BOX OWITH LOCKABLE LID,-CARSON" OR APPROVED EQUAL FINISH GRADE - TOP OF VALVE BOX TO O BE 2" ABOVE FINISH GRADE IN PLANTER AREAS DRIP EXHAUST HEADER O3 4O BALL VALVE, LINE SIZE 3' COILED LENGTH OF LINE OSIZE FLEX HOSE. SOLVENT WELD TO VALVE 6O RED BRICK TYPICAL, 3 REQUIRED O7 6" DEEP LAYER OF PEA GRAVEL O FINISH GRADE O2 POP-UP SPRAY HEAD 80 PVC NIPPLE OSCH. (LENGTH AS REQUIRED) O SCH. 40 PVC ELL OS SCH. 40 PVC STREET ELL O6 SCH. 40 PVC TEE OR ELL O7 PVC LATERAL PIPE BRASS BALL VALVE FYN_\892169 TRENCHING SLEEVING O FINISH GRADE AT 1" BELOW TOP OF BOX IN TURF AREAS: 2" BELOW TOP OF BOX IN SHRUB/GROUNDCOVER AREAS O 9" ROUND VALVE BOX WITH LOCKABLE LID O3 EXTENSION SECTION AS NECESSARY TO MEET GRADE 4O PVC MALE ADAPTER O5 3-INCH MINIMUM DEPTH OF -INCH WASHED GRAVEL O6 BRASS BALL VALVE (SIZED PER MAINLINE) O IRRIGATION MAINLINE 1O PAVEMENT SURFACE 2O FINISH GRADE O TRENCH BACKFILL 4O LOCATOR WIRE W/BURIED CAUTION TAPE O5 PVC IRRIGATION LATERAL O6 SAND BACKFILL O7 SCH. 40 PVC LATERAL SLEEVE - SEE PLANS FOR SIZE BO SCH. 40 PVC WIRE SLEEVE FOR CONTROL WIRES, MIN. 2" DIA. O9 SCH. 40 PVC MAINLINE SLEEVE - SEE PLANS FOR SIZE 10 PVC IRRIGATION MAINLINE 11 CONTROL WIRES - TAPE TO MAINLINE AT 10' INTERVALS 12 PVC CAP, SOLVENT WELDED PIPE AND SLEEVE INSTALLATION SCALE: NTS i3) SUBSURFACE DRIP LINE LAYOUT �1) FLUSH VALVE SCH. 40 PVC EXHAUST HEADER SCH. 40 PVC TEE OR ELL 4) COMPRESSION ADAPTER 5 I DRIP LINE I. 6 ;'� AIR RELIEF VALVE AT HIGH POINT OF SYSTEM (WHEN INDICATED ON PLANS) (7) SCH. 40 PVC SUPPLY HEADER (8) CONTROL VALVE (9) TREE ROOT BALL (WHERE OCCURS IN DRIP AREA) RAINBIRD PC-07 EMITTERS (3) OR - EQUAL, WITH DIFFUSER CAPS, INSERTED IN DRIP LINE AND GENERALLY SPACED EVENLY AROUND TREE NEAR EDGES OF ROOT BALL (WHERE OCCURS) NOTE: SET DRIP LINES 3"-6" AWAY FROM HARDSCAPE EVERGREEN DESIGN GROUP (800)680.6630 1200 US Highway 22 E Suite 2000-2248 Bridgewater, NJ 08807 ww .EvergteemDeupGroupxom 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 LANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA. LAWRANCE M. LESSER DATE: 10/13/2020 LICENSE NUMBER: 56666 K m 0 Z) Z L) 0 H � y Q w } o w Z m m o w Y a v N w 0 it o _ U Z O U) J Qa 0 w ,ter' o N LU W 2 � W T mLu Q LL r 2 a LLI Z V a Q W oc�/Q U V Z 2 Z W co Q z x L> SCALE: NOT TO SCALE SCALE:NTS SCALE: NOT TO SCALE SHEET NUMBER U-3 pE GICSS NM 'uaveayuey� ���� yq / 1 !' N B e Pelg vpvoeveaa� ae�omnjny �r q GG �q nY1�811G� o2 4 e 13 saaq;oag UUTISTati� i � r !1 1 r. i 1FlF4 s r Kimley>>> Horn Transmittal Date: Project Name: To: October 30, 2020 Job Number: 160684005 Christian Brothers Automotive — Chanhassen, MN City of Chanhassen 7700 Market Boulevard, Chanhassen, MN 55317 Attn: Sharmeen AI-Jaff We are sending these by US Mail Hand Deliver We are sending you Attached Shop drawings FedEx Courier Under separate cover via Prints/Plans Samples Number Date Copy Description CITY OF CHANHASSEN RECEIVED OCT 3 0 2020 CHANHASSEN PLANNING DEPT UPS Other the following items Specifications Change Order Other 1 10/30/20 7 Architect Plans (full size) 2 10/30/20 1 Architect Plans (8.5"x11") 3 10/30/20 7 Landscape Plans (full size) 4 10/30/20 1 Landscape Plans (8.5"xti") 5 10/30/20 7 Civil Plans (full size) 6 10/30/20 1 Civil Plans (8.5"x11") 7 10/30/20 1 Overall Development Exhibit (Color) (11"x17") 8 10/30/20 1 Overall Development Exhibit (B&W) (11"x17") 9 10/30/20 1 Color Site Plan Exhibit (8.5"x11") 10 10/30/20 1 Stormwater Management Plan (TP-40 Analysis) 11 10/30/20 1 Signing Package 12 10/30/20 1 Architectural Design Letter (8.5"x11") 13 10/30/20 1 Comment Response Letter 14 10/30/20 1 Materials Board These are transmitted as checked below: Foryouruse As requested For review and comment Copies for approval Remarks: Approved as submitted Approved as noted Returned for corrections Copies for distribution Copy to: Signed: "f - Phone: (763) 251-1016 Resubmit Submit Return Corrected prints Christian Brothers AUTO M O T I V E 8941 Crossroads Blvd Chanhassen, MN 55317 CITY OF CHANHASSEN RECEIVED O C T 3 0 2020 CHANHASSEN PLANNING DEPT Vvixxo .11 6 ryp dctl O r EgIE Q a N C Z c. u V 8 a.. mcOO �5€ �5B_Ya all E r E s_` °O. r85b5 e$55 53 3 z 0 0 0 a 3€ a! Hill a Y YQn a n � a Y s� �d Y L C A m V U N C N Y C O W W e1 O N O Ill O z 2 z l7 l7 l7 N V1 N 0 OV" lllll(li mn Allllll117 @(llllll ull❑10.l Illlll F 111 ' lull__lllll 1111 =yLll sy SPECIFICATIONS 1. 18" DEEP ALUMINUM CABINET FILLER PAINTED TO MATCH PMS 349 C GREEN, GLOSSY FINISH. 2. ALL CABINET INTERIORS ARE PAINTED LIGHT ENHANCEMENT WHITE. 3. 1 %" EXTRUDED ALUMINUM RETAINER SECTIONS PAINTED TO MATCH PMS 349 C GREEN, GLOSSY FINISH. 4. FACES ARE FLATTRANSLUCENT WHITE ACRYLIC WITH FIRST SURFACE VINYL OVERLAYS & WILL SLIDE OUT FOR SERVICE. 5. VINYL COLORS ARE PER COLOR SCHEDULE. 6. INTERNALLY ILLUMINATED WITH WHITE LED'S. 7. CABINET POWER CUTOFF SWITCH TO BE MOUNTED ON SIDE OF CABINET WITH WEATHERPROOF FLIP -UP COVER & PAINTED TO MATCH CABINET. 8. ADDRESS NUMBERS ARE %" WHITE ACRYLIC MOUNTED TO BASE WITH STUD MOUNTS. (BOTH SIDES) SIGN 7141 r— 18 —1 Christian ;Brothers Autotiiotive S. 4'-2" (BRICK BASE TO MATCH BUILDING) 2500 PSI CONCRETE (MIN.) TYPICAL OF ONE PIER UNDISTURBED SOIL S" U #4 REBI @12"Ix C. #4 REBAR �5112" O.C. 4" CIA SUPPORT PIPE 6" OF CONCRETE OR CRUSHED CINDER BLOCKS PLACED IN BOTTOM 18" OF FOUNDATION PRIOR TO MAIN POUR. SQUARE FOOTAGE: SQ. FT. PER FACE: 24 F.C.O. NUMBERS SPECIFICATIONS 1. W THICK OPAQUE WHITE GEMINI #5687 PLASTIC LETTER FORMS. NUMBERS HAVE WHITE FACES WITH BLACK EDGE (SIDES) 2. LETTERS ARE NON -ILLUMINATED. 3. COPY STYLE: CLARENDON FORTUNE BOLD 4. FLUSH MOUNTED TO MONUMENT WITH APPROPRIATE NON -CORROSIVE MOUNTING HARDWARE AND SEALED WITH SILICONE. CABIN El Po W EP CVmFF want. ILCN &R Were 10 MRTCN CABINET. %" THICK LETTER FORM (BUCK SIDC51 NON{ORROSIVE MOUNTING PIN SEFIED WITH SILCONE' ELECTRICAL CONDUIT ALONG STEEL PIPE WITH J-BOX Christian Erothers AU r o MO T IV E' Address 8941 Crossroads Blvd City Chanhassen State MN 55317 Account Representative: Connie Keck This design and engineering is submitted as our proposal, and the right to use or exhibit in any form, Is not authorload without written permission by Vloo. Notes Designer— JW. Design #._.. W1100488-112 Original Date 07 21/2O Revision Date _ 10/16/20 w MaomWw.1 u1. ww"."r 4� LI&iE0 NW -.1..—nnd SMII C. VL LIAM. •Wn.M.nn pnn.EC R"kk.e, 'nuuleW wMu¢gn.ft gen. .F.4...n., rygw Mwnt x,"IInaC. .5. q"onnatl aMK� ea per N.F C Catle W].6. VV0_ sign &lighting 3:12 5© 24"E 37'-2"- <@i� Christian Brothers s u to x o Tl yr BUILDING (FRONT) ELEVATION SCALE: 3/32"=1'-O" SCOPE OF WORK: 1. FABRICATE, SHIP & INSTALL (1) ONE NEW SET -22" INDIVIDUAL CHANNEL LETTERS WITH BACK PANELS ON WIRE -WAYS. 157'-6" SCALE: N.T.S. Address 8941 Crossroads Blvd City Chanhassen State MN 55317 Account Representative: Connie Keck This design and engineering Is submitted as our proposal, and the right to use or exhibh In any form, Is not authorized without written permission by Vixxo. Notes Designer 1W Design g.. Vz11D0485-RZ Original Date 07 23 20 Revision Date 0L14/_2.0_ �@.:LWM • can uvirlol.mmWrenX 1 NlEr. • slan fMll Ee pwnEN O.r N E.0 Mitleu.W. waleW U. arn'X.E.C..a 3E0.0. Inw m e< �s . mnor, I I .X s..xe.. nmm�nM rxv¢0 as ttr, H.F C. Wtle 6W.6. 3`117�'rj� O s I g n At I I g In t I In g 1pmaa..r 4roX12.d_,...r SIGN m Christian Brothers I wuroxonvs' I— 3T-2" 1 Ir 9� Address Zz"On la"lOnl , . • , • S941 C,ossroads Blvd LCity Chanhassen State MN 55317 74.3 SQFT Account Representative: Connie Keck This design and engineering Is submitted as our proposal, and the right W use or exhibit In any farm, is not authorized without written permission by Visit. Notes SPECIFICATIONS SIDE• • DETAIL COLOR SCHEDULE' 5" FABRICATED ALUMINUM LETTER RETURNS -GREEN PMS 349C Designer 1W PAINTED BLACK i PAINT GLOSSY FINISH Design# Vx1100488-R2 PAINT INTERIOR WITH LIGHT ENHANCING PAINT METAL sxc¢imv ©1"TRIM CAP STUD niatleoI Original Date _07/21/20 BLACK mwuz = GREEN pgLON 3M k3fi30-26 .. �..,�mi _ VINYL Revision Date _ _ 10/16/20 © NON -CORROSIVE INSTALLATION HARDWARE: SEE DETAIL ® GRAY ORACAL d72 0 3/16" THICK #7328 PLEX/POLYCARBONATE FACE O LIGHT GRAY VINYL WHITE n C © LED DIODE MODULE WHITE (MIN. 15'LEADS) WDDB WHITE PMS WHITE •xii. ,nra rompox.^u:nis x ux I.eL FLAT ALUMINUM BACK WELDED TO RETURNS a STUD a PAINT, PLIX 'sN^rtill ^•s^^^a.a o<, x.ce xnixe zso. „i.r.e w.e,,.wx:r a, xs.c cox noes PAINTED BLACK •arwnrM .sawn . wr N.ec � sm s. BLACK PAINT, PK M"WEEP HOLE5(2)TWO PER LETTER PAINT, PLIX GROUNDED WALL PASS-THRU SEALED WATER TIGHT (SHOWN AS TYPICAL/FRONT ELEVATION TO HAVE PASS THROUGH AT TOP OF LETTER) O Q LOW VOLTAGE ELECTRONIC TRANSFORMER Le I VV LOCATED IN INTERIOR WALL AREA INSIDE A PROTECTIVE CASE BOX ml WATERPROOF FLEXIBLE CONDUIT FOR WIRING Masonryt Bolt Mounting.sign a lighting m UL LISTED AND DISCONNECT SWITCH VED 20AMP 5:12 ® 2" DEEP WIRE -WAY PAINTED BLACK ® 1"CONTOUR.063 ALUMINUM PAINTED GLOSS BLACK 5© r— 23, — BUILDING (REAR) ELEVATION SCALE: 3/32"=1'-O" SCOPE OF WORK: 1. FABRICATE, SHIP & INSTALL (1) ONE NEW SET- 16" INDIVIDUAL CHANNEL LETTERS WITH BACK PANELS ON RACE -WAYS. 157'-6" (�@i� Christian Brothers auro Na I I Address 8941 Crossroads. Blvd City Chanhassen State MN 55317 Account Representative: Connie Keck This design and engineering Is submitted as our proposal, and the right to use or exhibit in any form, Is not authorized without written permission by Vixxo. Notes Designer 1W Design# Vx1100488-R2 Original Date 07/21/20 Revision Date 10/16/20 �.IM .�h ­.1 [.mml N.EC, • Ul ele[Irlul [emPor/�b M.11 Oe n.L Illleo. • s¢n e.11. aT'[rde l qr Is I C Mlle z. 1w1-tW loldm on a. q[ N.CMe 31 n.6. •ype E C to be v.-mel.11k In 1111d —111.. 'OKmn1(I 1.111 b qr nEC. CMe 4 6. TVO sign ■ lighting 6:12 ....ro qm 5© 6 %" n NON -CORROSIVE INSTALLATION HARDWARE: SEE DETAIL © S" FABRICATED ALUMINUM LETTER RETURNS PAINTED BLACK PAINT INTERIOR WITH LIGHT ENHANCING PAINT © 1" TRIM CAP RETAINER BLACK FLAT ALUMINUM BACK WELDED TO RETURNS © X. THICK METAL FLAT BAR FOR A SECURE INSTALLATION LED DIODE MODULE WHITE 311V THICK PLEX/POLYCAXBONATE FACE WHITE LOW VOLTAGE ELECTRONIC TRANSFORMER MOUNTED IN A 7 M' X 7 X" EKTRUDED .050 ALUM. RACEWAY SUPPORT/WIRING BOX PAINTED BLACK VISIBLE CUT-OFF SWITCH WITH FLIP -UP COVER ml %' WEEP HOLES i2i TWO PER LETTER m GROUNDED WALL PASS-THRU SEALED WATER TIGHT ® rCONTOUR.063 ALUMINUM PAINTED GLOSS BLACK 28' 0" 6Y" 1 42 SQFT MOUNTINGDETAIL COLOR SCHEDULE I I I - GREEN PM S34 c PAINT FINISH PAGLOSSY ulaN NRAI srtnacu uBB a^a%wulof - GREEN GREENARLON 3M#3639-26 VINYL pp.,nu ORACAL #72 GRAY I � I LIGHT GRAY VINYL BOB WHITE PAIN , HITE FLEX fJ11B LLL���� - Pills BLACK AINT.BLACK P PAINT, PLIX III :I I I . I rl it I I Christian Brothers x U 10 Ma r IV E' Address 8941 Crossroads Blvd city Chanhassen State MN 55317 Account Representative: Connie Keck This design and engineering is submitted as our proposal, and the right to use or exhibit in any form, is not authorlxed without written Permission by Vlxxo. Notes Designer. Design# Vx11OO48s-R2 Original Date 07 23L4 Revision Date ...—_aOL6120_ ".wyrks ram. m a <omp.ee m. ul"ww.s .,e rnm mem a...e x ce f"wrm OLIBiE/ r qN elenykal aomPoenY Brill M WrnaN be G Lit, Lm EGi.V" .la,ctrsm Cie ve WInue... dcite nonal w1<1»11.e .. 6W.6. VVO sign & lighting 7:12 5© 3'-1" I (9�) �X_' (�fi 0 '0 OML ' '2) ADDRESS NUMBER F.C.O. LETTER ELEVATION (1) ONE SET REQUIRED SCOPE OF WORK 1. FABRICATE, SHIP & INSTALL (1) ONE SET NEW GEMINI ADDRESS NUMBERS. SPECIFICATIONS 1. th" THICK OPAQUE WHITE GEMINI #5687 PLASTIC LETTER FORMS. NUMBERS HAVE WHITE FACES WITH BLACK EDGE (SIDES) 2. LETTERS ARE NON -ILLUMINATED. 3. COPY STYLE: CLARENDON FORTUNE BOLD 4. FL.._.. MI W THtOR LETTER FORM SQUARE FOOTAGE: 2.56 SCALE: 1"=1'-0" Christian Brothers A V T 0 M a TI V E' Address 8941 Crossroads Blvd City Chanhassen State ... MN 55317 Account Representative: Connie Keck This design and engineering is submitted as our proposal, and the right to use or exhibit in any form, is not authorized without written permission by Vino. Notes Designer 1W. Design H Vx1100488-132 Original Date 07/21/20 Revision Date _ 10/16/20 roti«mraa Main+orpaa @Lam S • MI nMnul romp . mall he nt. used. •s n man FOR d,umded OR, N E C ANrk z50. nwlaledmndu[brsa,%t MEc.rode F.R. •OMonrcR sMM as yer ME C CWe ENb. VVO sign & lighting 8:12 O I a MANAGER II II � 17'-0 1/2" LUNCH/WORKROOM I I II\ /II I I ILL! � —° —j TDSERVICE CHRISTIAN BROTHERS _ SINCE 1982 TOILET ROOM %CO LETTERS (1)12"x24" 11 ETCHED VINYL STRIP TI -- �--� gu j -- � WI ATTppI (2)12"x73W ETCHED VINYL STRIPS (1)15" x 32" ETCHED VINYL LOGO RECEPTION/WAITING (2)12" x 62" ETCHED VINYL STRIPS (1) IS" x 32" ETCHED VINYL LOGO I PORCH ------------ ------------ TECH. TOILET t Sq-7 TECH. AREA SCALE: 3/16"=1'-O" Christian Brothers V E' Address 8941 Crossroads Blvd City Chanhassen State IAN 55317 Account Representative: Connie Keck This design and engineering Is submitted as our proposal, and the right to use or exhibit in any form, Is not authorized wRh.ut written permission by Vixxo. Notes Designer AV Design g Vx1100488_R2 Original Date 07 21120 Revision Date ... ._ 10 16(20_ • <II ekn,k,l wnpnen6 van M Y.L. L. • sir. an" ee nw.aea"x.ec. amae a.. • m,Ynua,�xwnor, a: per xsc. coa. Has. type b —,an .1«allk luWatetl wltne. •oaraxn«i awrcn ®VIXXO sign 8, lighting 9:12 S© 73 %" 3-1 62" I 3 CENTER CENTER _ j ON GLASS \ / _ ON GLASS j \ / OPEN / \ o KIOSK KIOSK LL- RECEPTION/WAITING (2) 12" x 73 x" ETCHED VINYL STRIPS (1) 15" x 32" ETCHED VINYL LOGO GLASS ETCHED VINYL GRAPHIC SPECIFICATIONS 1. #07 ETCHED GLASS VINYL OVERLAY. 2. OVERLAY APPLIED TO GLASS 2ND SURFACE (BACK OF GLASS) 0 COLOR SCHEDULE #07 ETCHED GlAgS VINYL SCALE: 1/4"=3a-0" 212„ -115" an" (2) 12" x 62" ETCHED VINYL STRIPS (1) 15" x 32" ETCHED VINYL LOGO \ / �J11LL111Y.�` MfYHl1LL lPJISJU�lli1 pU� ��1]l (1 1�11A'1v'� r 24" OPEN II li CLEAR cCENDDS 12" / i / A CENTER / \ ON / \ GLASS cromi'F (1) 12" x 24" ETCHED VINYL STRIP Christian Brothers A T O M 0 T i y[ Address 8941 Crossroads Blvd City Chanhassen State MN 55317 Account Representative: Connie Keck This design and engineering Is submitted as our proposal, and the right to use or exhibit in any form, is not authorized without written permission by Vixxo. j Notes Designer— —_. JW Design N. _ _Vx1100488-R2 Original Date--_07121/20 Revision Date ___.._10/16/20 .I �,,n I almInI "�� VL LISTEo • An tlennui mmWrcoh ah.n h u t, imm • on, mai is. sm.'am"x.ec au.e no. sul ic.ora.noi...n..necc>seam.e. I. n...m - .iu. In"ned>HMM. nlA_' I.A. a. M ME C. CWe.A O s i g n & lighting 10:12 aa.l.reb,...ro .am ��.rrisns ., i,11w . SIGN v i 9.-0a. - Christi : n : rother _ Auto � � otive 5 WIT: Since i ; : 2 INTERIOR FLAT CUT OUT LETTER SET ELEVATION (1) ONE SET REQUIRED SCOPE OF WORK 1. FABRICATE, SHIP & INSTALL Ill ONE SET FLAT CUT OUT LETTERS SPECIFICATIONS W THICK shares FORM 1. LETTERS:'%a' THICK SINTRA PAINTED FIRST SURFACE WHITE GLOSSY FINISH. VHS TAPE WITH sluwxE 2. COPY STYLE: CLARENDON ADHESIVE AS REQUIRED 3. LETTERS MOUNTED FLUSH TO WALL WITH VHB TAPE AND SILICONE 9aI S„ _• a��illP110 1' 1CC0JY� tN7P69 �191it10ffiI- �'ril�IIll 11'o�I�i' e A \ CENTER CENTER \ �j ON ON WALL WALL OPEN j/ SERVICE SCALE: 1/4"=1'-O" EXAMPLE SCALE: %"=1'-O" Christian Brothers x II Is.O II V f' Address 8941 Crossroads Blvd City Chanhassen State __ MN 55317 Account Representative: Connie Keck This design and engineering Is submitted as our proposal, and the right o use or exhibit in any form, is not authorbed without written permission by Vixen. Notes Designer 1W Design g Vx1100488-R2 Original Date 07/21/20 Revision Date 10/16/20 m•.. (gum . t RIWo ow J. •skin ameb s—l"d w, N.Ec.F 1'1'2". • mew.rye.�nensna.. a' N.Ee. emnme. type tv be uu - elallk Insula.,d sealtee. •gseonnerl s Ifth as a N.E C Cetle UO O sign i lighting 11:12 SIGN 201, F 5' L Christian Brothers 36" 1"` AUTOMOTIVE za x" 1 Nice difference. ly," MON - FRI i 7AM - 6PM liar SATURDAYS 8AM - 2PM WINDOW VINYL GRAPHIC ELEVATION (1) ONE REQUIRED SCALE: 1 %a"=1'-O" • ML �e SPECIFICATIONS 1. #07 ETCHED GLASS VINYL OVERLAY. 2. OVERLAY APPLIED TO GLASS 2ND SURFACE (INSIDE OFFICE) COLOR SCHEDULE q07 ETCHED GLASS VINYL r--- 24" —� SCALE:%"=1'-O" Christian Brothers x V TO Ma TI yo Address 8941 Crossroads Blvd City Chanhassen State NIN 55317 Account Representative: Connie Keck This design and engineering Is submitted as our proposal, and eight to use or exhibit In any form, Is not authorized without written permission by Vixxo. Notes Designer 1W Design p W1100488-132 Original Date _07/21/20 Revision Date _..—_10116120 m..eae.l,rvte® 4L All elMrlml.... e,m aNii A, Y.L Lalee ou-Ad-, nnc. And. zso. l..m1. t, me.azo.e. wee e, Al Ir ord Am.. •o.�o��..rvl��.��.n .. �rvEc. cee. aoo.a ®VIXXO v sign & lighting 12 :12 T1C_LDEV\CHRISTIAN BROTHERS AUTOMOTIVE\Chanhassen, MN10 DesigMCADIExhibita@020-1016 - Development Exhlbits@020-1016 -Overall Development ExhibiLdwg October 15. 2020 - 926pm v,.. WN In. D Z O w ,D Z lD O C r t� _ _ D NOT FOR CONSTRUCTION 1 � o J mg 1 SIgyp E iE�o ■ moo�,► ; m x = W w A 8941 CROSSROADS BLVo PREPAREDFOR CHRISTIAN BROTHERS AUTOMOTIVE CHANHASSEN MN OVERALL DEVELOPMENT EXHIBIT Kimley>>> Horn omS9 KIMLEY-HORN SUARYA99T PATE9Mc. ° EY 999TREET.9YITE 14 °T PAYL MN °StN PHONE GI W0W Po1.¢EKIIOIINCOM cm coN MENrs alaaoxo c» No. REVISIONS DATE BY CITY OF CHANHASSEN RECEIVED OCT 3 0 2020 CHANHASSEN PLANNING DEPT \ I I C.S.A.H. 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O \ U _ — 0000 0 000 000 � ° i P � � � � I3iF3Ps4�PI�5� E i w pO e fi qi i e cql o O 9 -if w C m n mSD o C Z m vy m Z r 3 c a I SITE DEVELOPMENT PLANS # FOR ! CHRISTIAN BROTHERS AUTOMOTIVE 8941 CROSSROADS BLVD 5 SECTION 24, TOWNSHIP 116N, RANGE 23W CHANHASSEN, CARVER COUNTY, MN O x� I� PROJECT TEAM: Ypp}} >� KMLLENGINEER EY HORN AND ASSOCIATES, INC. CHRISTIA BROTTHERS AUTOMOTIVE €!S i �pq KimleyAMorn m °� �� 6ppyTT 3p9 - FgIr�€ Christian Bmumn R PREPARED BY: BRANDON R. ELEGERT, LYMANSLVF I L. P.E. 1]]25 KATY FREEWAY B� 767 EUSTIS STREET, SUITE 10D HOUSTON. TX ]]OBE -;J' i ST. PAUL, MN 55114 TELEPHONE: (201) S]5-0120 f L�y TELEPHONE (651) S45416] CONTACT: JONATHAN WAKEFIELD 2 Y j 8 CONTACT: JACOB STEELE EMAIL: JACOB.STEELE®CBAC.COM 1 LANDSCAPE ARCHITECT SURVEYOR F EVERGREEN DESIGN GROUP, INC. EGAN, FIELD S NOWAK. INC. SITE W PO BOX 2193 1MO TAYLOR STREET NE, SUITE IW VICINITY I GARNER, NC 2]528 MINNEAPOLIS, MN S 13 MATH 2 TELEPHONE: (S00)580�30 TELEPHONE: (812)468-330D N.T.S. FAX: (000) 5TBE452 CONTACT: RODNEY MCNABS CONTACT: ERIC ROESER of W I NOTES: i ARCHITECT I. CONTRACTOR SHALL CONFIRM THAT THE BATTING CONDITIONS FOR THE SIZE MATCH .� L) CORTIAND MORGAN ARCHITECT nxEERACCOMI ON THE DRAwwoS INCLUDED PRIOR TO CONSTRUCTIOR. 2 IF REPRWULEO. THE SCALES WOMB ON THESE PUNS ARE BASED ON A WU W-EFT. U � () 711 N. FIELDER ROAD 3. ALL NECESSARY INSPECnGNSANDANN CENnFEATIONS REODIREDaY CDDEBUMOOR E ARUNGTON,TX]8012 IITBm MRNCESCOMPAMESSHALLBEPERFORMEOPRIORTOua+OLNCBOBOLDINO F to SO T< POSSE SSION AND THE FINAL CONNECTION OF SERVICES TELEPHONE: (017)035-5888 B ALL GENERAL CONTRACTOR DOW TO BE COMPLETED IEIRTH.YDR,FINAL IITILTIES, Z [ FAX:(81T)B 99 AND FINALWADINDIBYTHEMILESTONEDATEINPROLEDTDDDDMEWS CITY OF CHANHASSEN ° CONTACT: DAM KING U w f RECEIVED & o oo> LLpm t OCT 302020 °M¢moo Irmwao Q T a fF CHANHASSEN PLANNING Zan = DEPT Knv vM.belcw. j CaII IRIEMBpuElp. 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Block Option House Side Shield _ - "RSS201A LED F 32L 40 T5 MDL 014 FC' 911W Mounting Configuration (Clich here to link to mounting configuration specification page) •IW •2A90 •4A •SH44' • IA • 3A • LAM • CH44' •2A •3A90 •2AM •CAT W . Wall Mount A- Arm Mount AM. Arm Mid -Mount SH - Stem Hung CH- Chain Hung CAT. Catenary �ICIMIe(hCr Gmple1gn11n Ir1�Bat[9de51gNf1dltIX $Rm/ Ouil applmtion (E C/k44Bj Fixture • 1527LED • 1527LEDSM Shade Edge y -It(Round Edge) •F(Flared Edge) LED �•32L •24L •12L CCT - Color Temperature (K) • 27(00) • 30(00) a • 40(00) - 50(00) Distribution Type T •T2 •T3 •T4 �� •T5 Driver • MDLOIB (120V-277V, 180mA) • MDHOIS (347V-48OV, 18OmA) • MDL0142 (12OV-277V, 140mA) •MDHOWR(347V-48OV, 140mA) \ ' 32L or 24L system only y Lens • FG (Flat Glass) • SG (Sag Glass) • FSG (Frosted Sag Glass) • SVI (Rat Soft Vue Light Diffused Acrylic) • SV2 (Flat Soft Vue Moderate Diffused Acrylic) • SV4 (Rat Soft Vue Maximum Diffused Acrylic) Options laic, here to view «cessones meet) • R7' 741in control receptacle only • I£ Twist -Loch Photocontrol (2OV-2T,V) • PE34 Twist -Lod: Photocontrol (347V) • PEW Twist -Loch Photocontrd (48OV) •SC Storting Cap • PEC Electronic Button PFotocontrd 020V-27M • PEC4 Electronic Dutton Photocontrd (480V) • FHDs Double Fuse and Holler •Hi Standard Horizontal Hangsbaigh[,Spire Rnial • HSHM Standard Horizontal Hangsbaight, No Finial • Fli Standard Horizontal HangstraighL Ball Finial • HSCB- Clamp Style Horizontal Hangstrdight, Ball Finial •hSCS Clamp Style Horizontal HangstraighS Spire Finial • HSCN" Clamp Style Horizontal HangstraighC No Finial •EZk Vertical HangsbaigM, Large,= Mount •TB Terminal Bloch • HSS 120° House Side Shield • BLOC Each Light Optical Control ' Only available with HSH. HSC. 6 SM. Requ es mrurol receptacle. ' Ships loose for Installation in base. ° Not for use with tsnLEDSM_ Arm (CIfN hme to link to arm specification page) See Arms 6 Wall Brackets specification sheets. •CA •CSA •FFA •CAS • DAG • R27 • R3' • RA Luminaires above grade height to be Z higher than pope height. REQUIRES -EZ- hargstraight. Pole kook hme to link to pole spaai aron page) See Pole specification sheets. Fndd StanI Urban Finishesto7mleetoeiewparrtmw a>eatl • UGMT Gun Metal Textured • UGM Gun Metal Matte • LIST Urban Bronze Textured • US Urban Bronze Matte • ULBT Urban Light Bronze Textured • ULB Urban Light Bronze Matte • USLT Urban Silver Textured • USL Urban Silver Matte • UWHT Urban White Textured • UWH Urban White Matte • UCHS Urban Champagne Satin Smooth • SICT Black Textured Custom Urban Finishes° • CM Custom Match 'smooth finishes are available upon re9uest Specifications Fixture The 1527LED Omega series is medium scale, decora- tive downlight fixture with a spun aluminum bell styled dome. The dome is available with two types of shades: round edge (R) and flared edge (F) styles. The luminaire measures 27• outside diameter and 19' overall height. The luminaire has a hinged door for tool -less driver and LED access. The luminaire is U.L. listed in U.S. and Canada. LEDs The luminaire shall use high output, high brightness LEDs. They shall be mounted in arrays, on printed circuit boards designed to maximize heat transfer to the heat sinh surface. The arrays shall be roof mounted to minimize up4ighL The LEDs and printed circuit boards shall be 100% recyclable; they shall also be protected from moisture and cor- rosion by a conformal coating. They shall not contain lead, mercury or any other hazardous substances and shall be ROHS compliant. The LED life rating data shall be determined in ac- cordance with IESNA LM-80. The High Perfor- mance white LED's will have a life expectancy of approximately 100,000 hours with not less than 70% of original brightness (lumen main- tenance), rated at 25'C. The High Brightness, High Output LED's shall be 4000K (2700K 3000K or SOOOK option) color temperature With a minimum CRI of 70. Consult factory for custom color CCT. The luminaire shall have a minimum _ (see table) delivered initial lumen rating when operated at steady state with an average ambient temperature of25•C (T7•F). Optics The luminaire shall be provided with refrac- tor type optics applied to each LED array. The luminaire shall provide Type _ (2, 3, 4 or S) SternbergLighting BDL 601017 555 Lawrence Ave., Rosellle,e,IL 72 info@stemberglig hting.com ESTABLISHED 1923 / EMPLOYEE OWNED www.sternberglighting.com glig Sl NBENG U1 NG.R RIGHrS RESERVED. PRINTED IN TIE U&a 1527LED OMEGA SERIES light distribution per the IESNA classifica- tions. Testing shall be done in accordance with IESNA LM-79. BLOC Optic An optional "Bach Light Optical Control" shield can be provided at the factory. This is an internal optic level "House Side Shield" offering significantly reduced backlight and glare while maintaining the original design aesthetics of the luminaire. Electronic Drivers The LED driver shall be U.L Recognized. It shall be securely mounted inside the fixture, for optimized performance and longevity. It shall be supplied with a quick -disconnect electrical connector on the power supply, providing easy Power connections and fixture installation. It shall have overload, overheat and short circuit protection, and have a DC voltage output, constant current design, 50/60HZ. It shall be supplied with line -ground, line -neutral and neutral -ground electrical surge protection in ac- cordance with IEEE/ANSI C62.412 guidelines. It shall be a high efficiency driver with a THD less than 20%and a high power factor greater than .9. It shall be dimming capable using a O-IOv signal, consult Factory for more information. Photocontrols Button Style: The photocontrol shall be mounted on the fixture and pre -wired to driver. The electronic button type photocontrol is instant on with a 5-10 second rum off, and shall turn on at 1.5 footcandles with a turn-off at 2-3 footcandles. Photocontrol is 120-277 volt and warranted For 6 years. This option removes the current IP rating. See pole spec sheet for pole mounted version. Twist -Loch Style: The photocontrol shall be mounted externally on the fixture (1527LEDSM), or mounted on the hang -straight, and pre -wired to driver. The twist loch type photocontrol is instant on with a 3-6 second turn off, and shall turn on at 1.5 footcandles with a tumoff at 2-3 footcandles. Photocontrol is 120-277 volt and warranted For 6 years. Warranty Seven-year limited warranty. See product and finish warranty guide For details. Finish Refer to website for details. LED Fixtures 0 27' �2P------- 0- !-2T� 1 1 it 1 1 � 1527LED-R 1527LED-F 1527LEDSM-R (Flat Lens) (Sag Lens) (Flat Lens) Options R-PE CAT-1527LED-R (Sag Lens) Twist -lock receptacle with photocell FHD Fuse holder PEC Electronic button photocell Tq SternbergLighting 900,IL 60172 555 Lawrence Ave., Roselle, IL 60172 info@stemberglig hting.com ESTABLISHED 1923 / EMPLOYEE OWNED www.stemberglighting.com &195TEAr8NG IIClRMK/ AM P6pNp). MlIvrED IN T II 1527LED OMEGA SERIES Performance (Based on FIG Lens) �LEDJ MODEL # 32L40T-MDLO18 TZ DELIVERED LUMENS 17865 EFFICACY (LPWl 116.0 T3 DELIVERED EFFICACY LUMENS [LPW1 17960 116.6 T4 DELIVERED EFFICACY T5 DELIVERED LUMENS (LPW) LUMENS 1 110.5 17990 EFFICACY (LPW) 116.8 154 32L30T-MDL018 17035 110.6 17125 111.2 16225 105.4 17155 111.4 154 321.27T-MDL018 15400 100.0 15485 100.6 14670 95.3 15510 100.7 154 321-40T -MDL014 14750 125.0 14640 125.8 14030 118.9 14845 125.8 118 32L30T-MDLD14 14065 119.2 14150 119.9 13375 113.3 14155 120.0 118 32L27T-MDL014 12715 107.8 12795 108.4 12095 102.5 12795 108.4 118 24L40T-MDL018 13680 116.9 13740 117.4 13070 111.7 13770 117.7 117 24L307-MDL018 13045 111.5 13100 112.0 12460 105.5 13130 112.2 117 24L27T-MDL018 11795 1D0.8 11845 101.2 11265 96.3 11870 101.5 117 241-40T-MDL014 11015 125.2 11050 125.6 10505 119.4 11090 126.0 88 24L30T-MDL014 10500 119.3 10535 119.7 10015 113.8 10575 120.2 88 24127T-MDL014 9495 107.9 9525 1082 9055 102.9 9560 108.6 88 121-40T -MDL018 6835 113.9 6915 115.3 6500 108.3 6910 115.2 60 12L30T-MDL018 6515 108.6 6595 109.9 6195 103.3 6590 109.8 60 12L27T-MDL018 5890 98.2 5960 99.3 5605 93.4 5955 99.3 160 SternbergLighting BDP6L 6017 555 Lawrence Ave., Roselle, IL fi0172 info@sternberglighting.com ESTABLISHED 1923 / EMPLOYEE OWNED wwmsternberglighting.com 8/18STEPNKE LIG NG.P RIG SRESERVED. PRIMEDINTIEU CBA CHANHASSEN, 10/27I2020 Arms and Brackets I Stemberg Lighting I Stemberg Lighting KAKI Sternberg Lighting ESTABLISHED 1923 / EMPLOYEE OWNED HPme . Traditional Arms TRADMONALARMS Tmditml Ams (48) TYPE S ARM fy @ ® o enter search keywords E HOW SUPPORT PAR"JM A9OUr OOUTAOT ■ Traditional Arms Traditional Anns r!KaK*47 11;9 ARM ARM ARM ARM ARM ARM w ss ML w B ro Pill, ARM ARM ARM ARM ARM ARM ]a CO w 111W IV AT Jica�v t& %v uL4 ARM ARM ARM ARM ARM ARM 4ME AN "IPT 91 m Qn Z9,� 1,tV%6 ,� Stl US ARM ARM ARM ARM ARM ARM TB IrIJ Im Im Im ®a �F--4 �='orT ARM ARM ARM ARM ARM ARM BA cove EUt EM H7 NC! rp I r 7"m L ARM ARM ARM ARM AHM ARM HMA XMAt HM4t WAPM HMAMPM XBLPM 14 ARM ARM ARM ARM Have a project, need assistance? HrPS MA OH RNM ._ .. SINE https:/tw .stembeglighting.conJstore/ar _;*Ies_fittemlerms/ 1/2 TYPE S Pole 20 FT POLE ON3FT urban line CONCRETE BASE Stern bergLlghtirlg ESTABLISHED 1923 / EMPLOYEE OWNED 10' TO 30' ROUND STRAIGHT STEEL POLES (RSS) Job Name CBA CHANHASSEN , MN Client Name Job Location Created By F Date Product I Quote Customer Approval Date 400 10 4 11GA 10.5 2.5 x 5 70 8' 35 I 3,4' 15.0 375 9A 275 7.0 200 5.2 150 i, 240D1. SL900-0 400 12 4 116A 10.5 25x5 BO B' 3.5 34' 118 300 7.8 200 5.5 150 1.0 IM 24004, SL900� 400 14 1 4 1 11 GA 10.5 2.5 x5 90 8- 3.5 3,4' 9.4 250 6.2 175 4.3 125 3.1 10D 24004 SL9004 400 16 4 11GA 10.5 25x5 100 8' 35 3/4' 7A 185 4.8 125 3.3 85 28 75 240D4, SL90D4 '45D 16 4.5 11GA 10.5 2.5 x 5 105 8- 3.5 34- 10.2 265 6.7 175 4.7 125 3.4 100 24004.5, SL90D5 VW 18 4 11GA 105 25x5 110 8- 3.5 V4' 5.7 180 3A 100 24 75 1 1.7 50 2400-4, SL9004 450 18 4.5 11GA 10.5 2.5x5 115 8' 3.5 3/4' 8.2 210 5.3 150 3.7 100 2.6 85 24004.5, SL90D5 A00 20 4 11GA 105 25x5 120 8- 35 3/4- 4.4 150 27 75 1.7 70 1 12 45 2400-0, SI9W4 '5 10.5 .5 x 145 8' 3.5 3/4' 9.1 230 5.9 150 4.0 125 2.6 100 2400-5, SL90D5 '4D0 25 4 11GA 10.5 2.5 A 145 8' 3.5 314' 1.9 75 1.0 65 0.4 50 - - 24004, SL900-4 :500 25 5 11G4 10.5 2.5x5 180 8- 3.5 3/4' 5.5 150 3.4 125 2.1 100 1.1 75 24DD-5, SL900-5 1500 25 5 7GA 10.5 2.5x5 260 8' 3.5 3/4' 9.4 250 6.0 150 4.1 110 2.5 100 1 2400.5, SL9003 sM 30 5 11GA 10.5 2.5 x 5 210 a' 35 34' 3.0 125 1.7 100 08 65 - - 2400-5. SL900-5 4500 30 5 7GA 10.5 25 x5 ads 8' 3.5 3(4' 6.5 160 3.8 110 23 100 1.1 70 24oD5, SL9005 RSS Routs I RSS1640D RSS20F400 Arm Mounting 24OD4 See Acceeeoriea9 ism Steel RSSIWA00 RS520F500 Dr = I Lminaire 240D-a.5 tx'a."z'ste<n6er9MgAmOrom RS314F400 RSS25F4W D2 = 2 @ 1 B0' 240D5 (Plane smc0y vxxtl code) RSS16F4o0 RSS25F500 D3 = 3@ 120° S1900< RSSI6FW RSS25N500 DO=4@90° D5 = 2 @ 90' SLgpp5 RSS18F400 RSS30F500 D6 = 3 @ 91P RSS19F450 RS330N500 Tenon Mounting P2 = 2.38- OD z 4.00' P3-3.00"OD x 3.00' P4 - 4.00' OD x S. PS-4.50'OD z 3.50' Pe=3.50'ODz 3.50' Ariehw 180- BOB SIolUH " ease O Detaila270- BOA Circle ONO. 0'-HNId1e41, 4',4.Vw5'0Ia CLICK FAQ FOR FAO's UGMT- Urban Gun Metal TeMured UGM - Urban Gun Meld Matte UBT - Urban Bronze Texlurea ULST- Urban Ught Bronze Textured USLT - Urban Silver Te ctureC UWHT- Urban Nine Textures UCHS - Urban Champagne Satin Smooth US - Urban Bronze Matte ULB - Urban Dght Bronze Matte USL- Urban Silver Mane UW H - Urban White Matte BNT- Black Textures OPTIONAL BASE COVERS Raee424W 12-114' Dix. x4 12' R m1 Sae 4'.4.5' M 5' D'o. 2408.5 800-621-3376 1 555 Lawrence Ave., Roselle, IL 60172 1 info@sternberglighfing.com I www.stemberglighting.com U Race SLIN 185'Dax6'H ThrW Sam 4' or5' Di 8L90D4 SL900 5 10/17 STERNBERG U(9mNG. All RIGHTS RESERVED. PRINTED IN THE USA. 711 N. Fielder Road a Arlington, TX 76012 . T: 817.635.5696 a F: 817.635.5699 October 23, 2020 City of Chanhassen 7700 Market Blvd Chanhassen, MN 55317 Reference: Christian Brothers Automotive 8941 Crossroads Blvd (Lot 3, Block 1, Crossroads of Chanhassen) Chanhassen, MN To whom it may concern: The proposed new Christian Brothers Automotive on Lot 3, Block 1, of the Crossroads of Chanhassen has been designed to complement the architecture of the neighboring buildings in the Crossroads of Chanhassen Planned Unit Development. The building has been designed with horizontal and vertical articulation to break up long expanses of wall surfaces. The office entry is accentuated with prominence by creating a front porch with an arched opening and the tallest roof parapet. Awnings over the windows on the office side of the building create interest at the pedestrian level. The wall planes move in and out across the facade. This horizontal articulation is highlighted by the vertical articulation of the roof parapets with a stepped cornice that matches the shape of the neighboring buildings. This changing of the building shape creates the look of a collection of smaller buildings placed together. To unify the building's changing shape, the proposed new Christian Brothers Automotive uses coordinating masonry materials on all four facades. The masonry includes a decorative CMU at the base in some planes, three colors of brick, and E.I.F.S. (exterior insulation finish system) at the top of the walls that also creates the stepped cornice azound the building. All the materials specified for the proposed new Christian Brothers Automotive are the exact specification of the materials on the retail development across the parking area in the Crossroads of Chanhassen PUD. To balance the different building shapes created by vertical and horizontal articulation, the coordination of material colors ties the building together. Brick color M-8 `Toasted Fine Art Velour' is used as the main field color in sections and then used as an accent band at doors and windows in the adjacent sections, on all four facades. Brick color M-9 "White Velour' is used as an accent band at the front porch entry, doors and windows, and coordinates with the E.I.F.S. M-12 at the top of the building. The E.I.F.S. colors at the top of the building wrap around all four facades to create a cohesive building design. All the windows and doors on all four facades will be a light gray color. The light shade of gray is similar to the car wash on the neighboring lot and allows the overhead doors to blend into the site paving. The selection of building material colors is an important connection of the proposed new Christian Brothers Automotive building to the neighboring buildings. Please feel free to contact me if you have any questions or need any more information. Sincerely, ', ee Cortland Morgan, ALA CITY OF CHANHASSEN RECEIVED OCT 3 0 2020 '9Q%gNE;) - CHANHASSEN PLANNING DEPT Kimley>>)Horn October 30, 2020 Sharmeen AI-Jaff Senior Planner City of Chanhassen 7700 Market Boulevard, P.O. Box 147 Chanhassen, MN 55317 RE: Kimley Horn and Associates- Case No. 2020-21 Dear Ms. AI-Jaff. o3�;a 1 Kimley-Horn has reviewed the comments provided by City of Chanhassen, dated September 30, 2020, and has modified the plans accordingly. The comments and responses are listed below. Responses to comments are in bold italics. ENVIRONMENTAL RESOURCES The applicant shall plant a minimum of six trees in the parking lot. Two trees have been provided within the parking lot islands to provide screening of the garage doors as well as 5 additional trees throughout the rest of the site. In addition to the two trees provided in the parking lot, and to provide additional screening, tall shrubs have been placed along the east property line and southwest of the parking lot to screen the parking area and service garage doors. Please refer to Landscape Plan for details. 2. The applicant shall meet the minimum 10' interior width for all landscaped islands and peninsulas. Island widths have been revised to provide a minimum interior width of 10'. Please refer to Sheet C2.0. 3. The applicant shall include landscaping along the eastern property line that screens the parking area and garage door. Tall shrub landscaping has been provided along the east property line to provide screening of the garage service doors. Please refer to Sheet LP-1. 4. The applicant shall include a minimum of two over story trees to be planted along Crossroads Boulevard. Two over story trees have been provided along Crossroads Boulevard. Please refer to Sheet LP-1. 5. All existing trees on site to be saved during construction shall be protected at all times by tree preservation fencing. Trees that are damaged or dead will be replaced. Existing trees on site and within the limits of disturbance are to be protected in place through the duration of construction. Please refer to Sheet C1.0 for tree protection location and Sheet C1.1 for tree protection detail. CITY OF CHANHASSEN RECEIVED OCT 3 0 2020 SMK15) CHANHASSEN PLANNING DEPT Kimley>>>Horn ENGINEERING 1. The applicant shall provide a traffic control plan for review and approval for the removal and restoration of the original access had from Crossroads Boulevard prior to commencement of construction activities on -site. Traffic control plans shall be prepared by the Contractor for work completed within the public right-of-way. The Contractor shall submit a traffic control plan to the City for review prior to construction activity onsite. 2. The applicant shall provide analysis that the proposed north driveway location is adequately spaced as to not create adverse impacts to Crossroads Boulevard and that the largest design vehicle accessing the site can turn into the north driveway access from Crossroads Boulevard (from both northbound and southbound movements) prior to permits being issued. The northern access to the proposed project is aligned with the curb line with the existing gas station, and is spaced approximately 55 feet from Crossroads Blvd. Vehicles entering the site will have a free right turn movement into the site, so impacts on Crossroads Blvd from cars entering the site shall be minimal. The preliminary PUD plans show a direct access to Crossroads Blvd, to us direct access to Crossroads Blvd would have a greater impact to traffic flow on Crossroad Blvd. By moving the access to the north side of the property, vehicles will only enter and exit the development in three locations, allowing Crossroads Blvd to have a better traffic flow pattern. Additionally, by removing the parking from the southerly access road that was shown in Preliminary Plans, the southern drive to Crossroads Blvd functions much better as well. A vehicle access exhibit (EX-1) included in the proposed civil documents is provided displaying the vehicle access route for a design vehicle entering the site from Crossroads Boulevard. 3. The water service lateral located on the existing condition survey near the southeast corner of the site shall be abandoned by removing the stub to the main and capping per City Standards. Noted. The existing water service on the southeast corner of the property shall be removed to the main and capped per City Standards and Specification. Please refer to Sheet C1.0. 4. The water service lateral shall meet current City specifications, which shall include a 1" plastic service lateral. Noted. The proposed water service lateral shall be a 1" plastic service lateral per City Standard Plate 1005. Please refer to Sheet 64.0 and C4.1. 5. The sanitary service lateral shall connect to the existing manhole via a core and boot connection. Noted. A note on the utility plan has been added to direct the contractor on how to make this connection. 6. The applicant shall pay the appropriate sanitary sewer and water trunk hook-up fees at the time of building permit issuance. These fees are based on the number of SAC units assigned by the Met Council and are due at the time of building permit issuance. The 2020 rates are $2,302.00/unit and $7,974.00/unit for sanitary sewer and water, respectively. Noted. Applicable fees shall be paid prior to permit issuance. CONSTRUCTION PLANS 1. Sheet C0.1: Kimley)))Horn Page 3 a. Grading and drainage note 5 shall be updated to require placement of 6" of topsoil, and not 4", in accordance with City Standards This note has been modified on Sheet CO.1. b. Note 10 shall be updated to also require coordination with the City's Water Resources Coordinator(952-227-1168) This note has been modified on Sheet CO.1. 2. Sheet C1.0: a. Add note that any construction outside the property limits of the site shall be coordinated with the other owners of the PUD (typ.) This note has been added on Sheet C1.0. b. Add note to remove stub to main for existing water service stub near southeast corner of the site This note has been added on Sheet C1.0. c. Update erosion control plan note 7 to "remove' and not "removal" This note has been updated on Sheet C1.0. d. Update erosion control plan note 10 requiring the use of bio logs in the event of frozen soils as a temporary measure and requires approval from the City's erosion control inspector This note has been updated on Sheet C1.0. e. Update erosion control note 11 to eliminate "at City Hall" and replace "City Engineer" with "Water Resources Coordinator' This note has been updated on Sheet C1.0. f. The sequencing of construction indicates the use of wheel washes, Porta-Pottys, trailers, etc. and all proposed locations shall be located on the plans, update accordingly An area for these construction -related items has been added to the Erosion Control Phase 1 and Phase 2 plans, please refer to Sheets C1.0 and C3.0. g. Add to notes the requirement that a traffic control plan shall be adhered to during the removal and replacement of the driveway access off Crossroads Boulevard and coordination shall be had through the City's Public Works Department (952-227-1300) prior to commencement of construction operations This note has been added on Sheet C1.0. 3. Sheet C1.1: a. Add concrete washout detail (#5304) as the use of a concrete wash -out was called out for on subsequent plan sheets Concrete washout detail (5304) has been added to sheet C1.1. b. Verify all details are the most recent versions (typ.) The most recent versions of City standard details are incorporated into the civil plan set. Kimley»)Horn Page 4. Sheet C3.0: a. Call out for BP-1 indicates storage volume of 1,645 square feet, update unit of measurement accordingly The volume now has a unit of CF. cubic feet. b. Existing stormwater conveyance system is showing incorrect flow directions, adjust accordingly for clarity The conveyance direction of existing infrastructure has been updated to reflect correct flow direction. c. Update grading plan note 13 to require 6" of topsoil This note has been updated on Sheet C3.0. 5. Sheet C3.1 a. Note 5 discusses that no excavation equipment shall travel within underground infiltration system area; it is recommended that this area be called out on all plan sheets that will require construction equipment to travel near the underground system or add a note to applicable sheets Underground BMP limits have been added to construction sheets. 6. Sheet C4.0: a. Verify the call -out for the existing 27" storm sewer is HDPE as City records indicate it as RCP Existing 27" storm sewer callout has been revised to reflect RCP material. b. Consider adding insulation where water services cross existing and proposed storm sewer pipes Minimum 4" thick rigid polystyrene installation has been added between proposed and existing storm sewer and proposed water main. Please refer to sheet C4.0. c. Relocate the curb stop to the property line, update plans accordingly The curb stop has been relocated to the property line. Please refer to sheet C4.0. d. Update note for sanitary sewer service connection to be "core and boot' We are proposing to connect to the existing sanitary sewer service using an 87x6" reducer, a "core and boot" connection is not needed for the sanitary sewer service connection e. Clarify the method for the removal of the existing 8" sanitary stub either on the call -out or in the notes Since the stub is already in place, we are proposing to install an 8"X 6" reducer connection right outside of the manhole to preserve the watertight connection to the manhole and then extend the service. f. In the upper left corner of the plan sheet there is a call out for "Water" and "Sanitary" with contact information for Ashley McGovern the City Finance Clerk responsible for billing; however, the Public Works Department or the Engineering Department would be the departments to assist with construction, specifications, and detail questions as it relates to build -out, update accordingly This note has been updated to reference the correct City of Chanhassen contacts for construction. Kimley>>)Horn 7. Sheet U-1 Page 5 Utility plan note 3 shall be updated as to eliminate the use of type "k" copper tubing and reflect current City Standards, see detail #1005 for water services or the City's Standard Specifications The note has been updated to use PE/HDPE or PEX piping per City Standard detail 1005. Please refer to Sheet C4.0. Update keynote legend to eliminate the use of type "K" copper tubing and V sizing, see detail #1005 for water services or the City's Standard Specifications The keynote has been updated to use PEIHDPE or PEX piping per City Standard detail 1005. Please refer to Sheet C4.0. a. No private irrigation lines shall be located within public ROW, adjust plans accordingly Irrigation design is diagrammatic. All piping, valves, and other equipment shown within paved areas or out of property boundaries are for design clarification only, and shall be installed in planting areas within the property lines or limits indicated on plan. Please see Irrigation Disclaimer on Sheet LI-1. WATER RESOURCES 1. The applicant has provided an erosion and sediment control plan as required by Chapter 19-145 of the City Code. The applicant shall update the plans to include the City's Water Resources Coordinator as the contact on the plans (Matt Unmacht, Water Resources Coordinator, 952-227- 1168). The point of contact has been updated and provided on Sheets C1.0 and C3.0. 2. The applicant shall evaluate and analyze that the impervious surface from this site will not inundate or negatively impact the downstream MnDOT facility based on new rainfall requirements JP-40 vs. NOAA Atlas 14). This analysis must be provided to the City under separate cover. It is our understanding the downstream MnDOT facility was designed utilizing the TP-40 rainfall data. The stormwater report has been revised to analyze the proposed development using Atlas-14 rainfall data in comparison to the originally designed MnDOT drainage facility using TP-40. Based on this analysis, the stormwater retention BMPs proposed for the project release stormwater at a rate that is less than the rate that is assumed to be accounted for in the previous TP-40 event. This project does not adversely impact the downstream stormwater system. PLANNING 1. Approval of the site plan shall be contingent upon approval of the Planned Unit Development amendment to allow Automotive Repair shops. Noted. It is understood that amendment of the Planned Unit Development to allow for automotive repair use is required for site plan approval. 2. All rooftop and ground equipment must be screened from views. Noted. All rooftop and ground mechanical equipment shall be screened from public view. Any roof -mounted mechanical equipment is screened by proposed building parapet. Additionally, the pad -mounted transformer is proposed to be screened to the extent feasible with plant materials. 3. Sign illumination and design shall comply with ordinance. Kimley>Morn The proposed monument sign meets the required ordinance of a maximum of 24 square feet and maximum 5' height and set back a minimum from all property line. The building mounted signage meets the required ordinances for both the street frontage and internal road view. The building mounted signs comply with the maximum allowed percentage of wall area. All sign illumination and sizing comply with the city ordinances, please see included monument sign design plans. 4. The exterior material for the trash enclosure must be of the same exterior material as the building. Recycling space and other solid waste collection space should be contained within the same enclosure. Recycling and trash shall be located within the same enclosure. The trash enclosure attached to the building utilizes the same materials as the building for uniformity. 5. The design of the building shall be modified to complement surrounding buildings. The design of the building has been modified to complement surrounding buildings. Colors, materials and textures, and key design elements have been incorporated to complement the surrounding buildings within the Planned Unit Development. Please refer to Architectural Elevations. 6. The applicant must prepare a lighting plan and include photometrics. Light levels for site lighting shall be no more than one-half foot candle at the project perimeter property line. This does not apply to street lighting. The applicant has not submitted a light fixture design. This fixture must meet the light fixture specified in the Planning Unit Development governing the subject site. A photometrics plan has been included within the architectural plans. Light levels are less than one-half foot candles at the project perimeter property line. The monument sign may not exceed 24 square feet in area nor be higher than 5 feet. The sign shall be located 10 feet from the property line. A sign permit is required before construction of the sign. Sign design conforms to the maximum 24 square feet in area and height restriction of 5 feet. The sign is located 10 feet from the western property line. Please refer to Monument Design sheet included in this submittal and Sheet C2.0 for monument sign location. A sign permit shall be obtained prior to construction. 8. Recycling space and other solid waste collection space should be contained within the same enclosure as the trash. Recycling and trash shall be contained within one enclosure located on the north side of the building. 9. Any prior approvals for a bank building on the subject site shall be null and void. Noted. Prior approvals for a proposed bank building as part of the initial planned unit development 10. No unlicensed or inoperable vehicles shall be stored on -premises except in appropriately designed and screened storage areas. Inoperable or unlicensed vehicles shall be stored indoors or screened storage areas. Vehicles which are inoperable, or while being prepared for multiple consecutive days shall be stored indoors. 11. All repair, assembly, disassembly and maintenance of vehicles shall occur within closed building except minor maintenance including, but not limited to, tire inflation, adding oil and wiper KimlepMorn Page 7 replacement. Noted. Repairs, assembly, disassembly and maintenance of vehicles shall all occur within closed building. 12. No public address system. A public address of 8941 Crossroads Boulevard per Carver County GIS is assigned to the subject property. 13. No sales, storage or display of used automobiles or other vehicles such as motorcycles, snowmobiles, or all -terrain vehicles. Noted. The proposed Christian Brothers development does not sell, store, display used automobiles or other vehicles such as motorcycles, snowmobiles, or all -terrain vehicles. 14. Disposal of vehicle fluids shall comply with PCA regulations. All vehicle fluids are collected interior to the building and disposed of in accordance with MPCA guidelines and regulations. 15. Facilities for the collection of waste oil must be provided. All vehicle oil is collected interior to the building and disposed of in accordance with MPCA guidelines and regulations. 16. All service/garage doors shall be screened. Service/garage doors are screened from neighboring development view utilizing trees within the parking lot and perimeter landscaping along the east property line and southwest of the proposed parking lot. 17. The building architecture shall complement surrounding buildings." The design of the building has been modified to complement surrounding buildings. Colors, materials and textures, and key design elements have been incorporated to complement the surrounding buildings within the Planned Unit Development. Please refer to Architectural Elevations. Thank you for the thorough review of the layout. Please contact me with any questions regarding the responses. Sincerely, KIMLEY-HORN AND ASSOCIATES, INC. Christian Jones — Project Manager P3 Christian Brothers AUTOMOTIVE® 8941 Crossroads Blvd Chanhassen, MN 55317 ) $ n !! ! : | L �\�` � .: !, | \!�}} > ~ all - •|!!; W§ R ` - �-- ! ! ! | !!�,l,l. !iHi ..... 2X � SPECIFICATIONS 1. 18" DEEP ALUMINUM CABINET FILLER PAINTED TO MATCH PMS 349 C GREEN, GLOSSY FINISH. 2. ALL CABINET INTERIORS ARE PAINTED LIGHT ENHANCEMENT WHITE. 3. 1 Y." EXTRUDED ALUMINUM RETAINER SECTIONS PAINTED TO MATCH PMS 349 C GREEN, GLOSSY FINISH. 4. FACES ARE FLAT TRANSLUCENT WHITE ACRYLIC WITH FIRST SURFACE VINYL OVERLAYS At WILL SLIDE OUT FOR SERVICE. S. VINYL COLORS ARE PER COLOR SCHEDULE. 6. INTERNALLY ILLUMINATED WITH WHITE LED'S. 7. CABINET POWER CUTOFF SWITCH TO BE MOUNTED ON SIDE OF CABINET WITH WEATHERPROOF FLIP -UP COVER 6 PAINTED TO MATCH CABINET. III, ADDRESS NUMBERS ARE %" WHITE ACRYLIC MOUNTED TO BASE WITH STUD MOUNTS. (BOTH SIDES) =o TT F = 3' S" 3' 2" a L O in T- 1 -7 6^I Se (BRICK BASE TO MATCH BUILDING) 7r-0" 6'-9" —� Christian Brothers 2500 PSI CONCRETE (MIN.) TYPICAL OF ONE PIER UNDISTURBEDSOIL Se SQUARE FOOTAGE: SQ. FT. PER FACE: 24 F.C.O. NUMBERS SPECIFICATIONS 1. W THICK OPAQUE WHITE GEMINI N5687 PLASTIC LETTER FORMS. NUMBERS HAVE WHITE FACES WITH BUCK EDGE (SIDES) 2. LETTERS ARE NOWILWMINATED. 3. COPY STYLE: CLARENDON FORTUNE BOLD 4. FLUSH MOUNTED TO MONUMENT WITH APPROPRIATE NON -CORROSIVE MOUNTING HARDWARE AND SEALED WITH SILICONE. morrswrrtN %' THKx IETTFI rOrBE MOUNiFOEcDN HDE Di UBINEi (WHIR wff....reeimm "ouPFWr. IBuc, a PPINRD 10 M4RN Gmwsr r_ 18"� I . N(IM{OI1eU.11"NUNI V F4Fp Wn% 7'-2'(W) x 18"(L) x 5"(D) N4 REBAR 012" O.C. 4" DIA SUPPORT PIPE 6" OF CONCRETE OR CRUSHED CINDER BLOCKS PLACED IN BOTTOM 18" OF FOUNDATION PRIOR TO MAIN POUR. ELECTRICAL CONDUIT ALONG STEEL PIPE WITH J-BOX Christian Brothers au r. MO TI I Address 8941 Crossroads Blvd City Chanhassen State MN 55317 Amount Representative: Connie Keck This design and englnee,ma Is Bulunlrod as our proposal, mild the rMht to use or exhibit In any Form, is not authorlaed without written permission by Vixxa. Nobel Designer JW Design Vx1100488-R2 Original Date 07/21/20 Revision Date 10/16/20 ".IbB�`^"�LISTEB.�x.rr nit • ul Nmmem am"umrm„n,n M ul. WIM. •Hm"m,iB. Bb."e,e or. NB.0 worms.. Inw.m x �mn w� e,..nn.. •Bmo"m.l —11 ,«Im ,. x, x 1c. 1Coo ®VIXXO FIEn 4 118htin4 3:12 -,IGN ZQ L BUILDING (FRONT) ELEVATION SCALE:3/32"ar4r SCOPE OF WORK: 1. FABRICATE, SHIP & INSTALL (1) ONE NEW SET- 22" INDIVIDUAL CHANNEL LETTERS WITH BACK PANELS ON WIRE -WAYS. 157'-6" M:ALU Christian Brothers avr... "It Address 8941 Crossroads Blvd city Chanhassen State MN 55317 Attuunt Representative: Connie Keck The design and engineering . submRted as am proposal, anr. the right to use or exhibit In xnv form, is not authodaed withom women permisflen by Vlxw, Noes Designer JW Design# Vx1100488 R2 Original Date 07/21/20 Revision Date 10/16/20 LISTED n.ra ro-.-h..,a a<v,. Io ®VIXXO r I g n & I I g It t 1 is is 4:12 SI " 37'-2" 9„ F1 9„ F F Christian Brothers Automotive 5" FABRICATED ALUMINUM LETTER RETURNS PAINTED BUCK PAINT INTERIOR WITH LIGHT ENHANCING PAINT © I- TRIM CAP BUCK © NON -CORROSIVE INSTALLATION HARDWARE: SEE DETAIL 3/I6' THICK N7329 PLEK/POLYCARBONATE FACE WHITE © LED DIODE MODULE WHITE (MIN. IS' LEADS) FLAT ALUMINUM BACK WELDED TO RETURNS PAINTED SUCK X- WEEP HOLES (2) TWO PER LETTER GROUNDED WALL PASS-THRU SEALED WATER TIGHT (SHOWN AS TYPICAL / FRONT ELEVATION TO HAVE PASS THROUGH AT TOP OF LETTER) LOW VOLTAG E ELECTRONIC TRANSFORMER LCCATED IN INTERIOR WALL AREA INSIDE A PROTECTIVE CASE BOX ml WATERPROOF FLEXIBLE CONDUIT FOR WIRING m UL LISTED AND APPROVED 20AMP DISCONNECT SWITCH Is 2'DEEP WIRE -WAY PAINTED BLACK 119 1'CONTOUR.063 ALUMINUM PAINTED GLOSS BLACK 74.3 SQFT - GREEN S B4s c I I PAWGREEN GLOSSY FINISH RutP x xETM :Ixmu. ffI1B nxwio[ GREEN _ VNYL ARLON 3M N3630.26 ORACAL ♦72 i I GRAY LIGHT GRAY VINYL WRRB WHITE PWHITE PAINT, PLEA STUB li, - BUCK PT PAINT, FLEX S Masonry Lag Bolt Mounting. Christian Brothers A TO N0 TI VE Address 8941 Crossroads Blvd clly Chanhassen Mare MN 55317 Account Representative: Connie Keck This dengn and engineering Is submMed as our proposal, and the nghp to use or exhibit In any form, is not authorized! without written permission by Vixxo. Notes Designer JW Design If W1100488-112 Original Date 07/21/20 Revision Date 10/16/20 wauLn.I1KEE0,I n,. a^fC • NI ownam w.w•,n".me a u x. unm. In-eul.MlwMune eye, NE c rde 11.s •ma is or „m< ,,,d „atp, •px,—,'i " ", x ec md, soo.,. vVIXXO sign & lighting 5 12 � �g��F °� � a•o m Ego c o .E / i evi of �� U < V N Q S• ��• G O O K E#:F# Z O W J W 2 a W Z_ J m u Tr Christian Brothers 28'-0" F-1 M Address 18" 16" . • • • 8941 Crossroads Blyd City Chanhassen State MN 55317 42 SQFT Account Representative: Connie Keck This design anI engineering Is mbmltted as our proposal, and the right to use or exhibit In any form, is not authmixed without written permission by Viem. Notes SPECIFICATIONS gE SECTION VIEW MOUNTING DETAIL COLOR SCHEDULE 0 NON -CORROSIVE INSTALLATION HARDWARE: GREEN PM5349C Designer Jw SEE DETAIL I ©PAINT GLOSSY FINISH Designp VK1300488-R2 S"FABRICATE D ALUMINUM LETTER RETURNS METAL srnalru Original Date 07/21/20 PAINTED BUCK 11L. xxexaxsn PAINT INTERIOR WITH LIGHT ENHANCING PAINTVGIIRIYLEN ARLDN SM ♦3g3D28 peylSlOn Date 10/16/20 ©1" TRIM CAP RETAINERV BUCK GRAY ORACAL N72 'm:nw elxxx-.M: i`.II I'mb.""a FLAT ALUMINUM BACK WELDED TO RETURNS r LIGHT GRAY VINYL Y� LISTED OgC © %" THICK METAL FLAT BAR FOR WOOS PMS WHITE .n,ul mmoen.m,.n,Ir a unm ASECURE INSTALLATION PAINT, PLE% mx•i'e•e�e�•e�a o.�xe tx.'11 I - STUD .�a..to,1, 1pa LEO DIODE MODULE WHITE PIAS BLACK IIIIINI eucK 3/16'TNIE%PLE%/pOLYCAR80NATE FACE PAINT, PLE% OLOW VOLTAGE ELECTRONIC TRANSFORMER MOUNTED N A 7%'% 77%' EXTRUDED..= ® • I ' ` ' ` O ALUM. RACEWAY SUPPORTIW IRING BOX PAINTED BUCK L:;;& VISIBLE CUT-OFF SWITCH WITH FLIP -UP COVER I . I3,11011MR I m Re WEEP HOLES I2I TWO PER LETTER 'L mGROUNDED WALL PASS-THRU I ❑ 1 "I �. 7:12 SEALED WATERTIGHT s ® 1"CONTOUR.063 ALUMINUM PAINTED GLOSS BUCK sic,n 10" � 102) a ADDRESS NUMBER F.C.O. LETTER ELEVATION (1) ONE SET REQUIRED SCOPE OF WORK 1. FABRICATE, SHIP & INSTALL (1) ONE SET NEW GEMINI ADDRESS NUMBERS. SPECIFICATIONS 1. %" THICK OPAQUE WHITE GEMINI #5687 PLASTIC LETTER FORMS. NUMBERS HAVE WHITE FACES WITH BLACK EDGE (SIDES) 2. LETTERS ARE NON -ILLUMINATED. 3. COPY STYLE: CLARENDON FORTUNE BOLD 4. FLUSH MOUNTED TO BUILDING WITH APPROPRIATE NON -CORROSIVE MOUNTING HARDWARE AND SEA' pn sanru cu irnhm Sect on Dgtad oo< no, Zoo IW JQ= Q SQUARE FOOTAGE: 2.56 SCALE: 1"=1'-0" Christian Brothers .or pap nyr Address 8941 Crossroads Blyd City Chanhassen state MN 55317 Account Representative: Connie Keck This den, and engmeering Is submitted as our proposal, and the fight to use fir eahi6lt In any form, is not authorized without written permission by Vlx- Nobs Designer 1W Design If vx11D04g8-R2 Original Daft 07/21/20 Revision Date 10/16/20 .n.w,...... ...,�w< us.l..�.. u..oaas mnbauL"a�LIgiED,l • sxn.lw.amn..m..mn e. ut. Imes gn.n.11 x awY,am a. x ."se. ma.sma. y" to M uW meYlli. in 1.1...'1 d,.annen with as wr N F L ... ®VIXXO sli & lighting 8.12 n x A tl RI x• fi /� `S Q � W W d- J Q 1� x III Uw � F W -.Z/l L—.ZI i �W}+ =G am U N O K ,• � K 3 I x I � I arm �W z N F?O �p V I Q O Q � � � o I �F \_ 'tLIII Ln 1 'III • _0: .O\\\\\\\C \\M III I i—.a III .o—,r L IGN 73%" 32" _ CENTER \ CENTER _ ON jGLASS \ \ / / GLASS OPEN o / \ KIOSK KIM RECEPTION / WAITING (2)12" x 73 %" ETCHED VINYL STRIPS (1) 15" x 32" ETCHED VINYL LOGO GLASS ETCHED VINYL GRAPHIC SPECIFICATIONS 1. 407 ETCHED GLASS VINYL OVERLAY. 2. OVERLAY APPLIED TO GLASS 2ND SURFACE (BACK OF GLASS) 0 I n Irr COLOR SCHEDULE I= P07ETCHEDGIASS VINYL SCALE: 1/4"=1'-d' 62" 32" Christian Brothers I I •Vrn Mn ilV[ :112" :115" 112" (2) 12" x 62" ETCHED VINYL STRIPS (1) 15" x 32" ETCHED VINYL LOGO \ / V41f11LL"JThIOY�ICV�Ww®�IN�WY��iLL®�r ❑Q CLEAR GLA65 AT ENDS OPEN CENTER / \ ONH� \ SERVICE (1) 12" x 24" ETCHED VINYL STRIP Address 8941 Crossroads Blvd city Chanhassen State MN 55317 Account Representative: Connie Keck This eesl¢n Ono engineering is submitted as our omposal, and the right to use or exhibit In any farm, is not authorized without written oermissmn by Vixxo. Notes Designer 1W Design# V4100488-112 Original Date 07/21/20 Revision Date 10/16/20 ,.,..auL"•��LISTED AllG x.E.a.,inFc muntlM^"r xfE C.>nte" ESn. is e.�.Ke . m..aiae wuna. �Iri.��en „Mnn .. a, Mee. coa slM.s ®VIXXO si&n & iigh�ing 10:12 SIGN v i yr_pa Christi : r1 : rothers Auto � � otive Since 1:: � INTERIOR FLAT CUT OUT LETTER SET ELEVATION SCALE: %"=1a-0" (1) ONE SET REQUIRED SCOPE OF WORK 1. FABRICATE, SHIP & INSTALL Ill ONE SET FLAT CUT OUT LETTERS. SPECIFICATIONS 1X1Cfl 1. LETTERS: V THICK SINTRA PAINTED FIRST SURFACE WHITE GLOSSY FINISH. Nfl ESI V 2. COPY STYLE: CLARENDON aoRLsrve 3. LETTERS MOUNTED FLUSH TO WALL WITH VHB TAPE AND SILICONE. 9w 9p. CENSER CENTER ON ON \ / WALL WALL \ / OPEN ILI ____j I SERVICE SCALE: 1/4"=V-0" EXAMPLE Christian Brothers a e to pl o i l I Address 8941 Crossroads Blvd city Chanhassen State MN 55317 Account Representative: Connie Keck This design and engmeenn, is submitted as our proposal, and the right to use or exhibit In any form. Is not authorized without written permission by Vid- Rents Designer JW Design# Vx1100488-R2 Original Date 07/21/20 Revision Date 10/16/20 UL LIFTED m.0 a J.t. wm. -atent 1. ptra<anu,e,• p.r N l.[. Ce1e 3101 d.amn.ei �waafl a. N.fC [We sale ®VIXXO s I S a III I Ig#t l Is It 11i12 20" 12 yam ----I L L Will K Christian Brothers 1 A U T O M O T I V E 24 x" u" Nice difference. K" MON - FRI 11S" 7AM - 6PM 1K" SATURDAYS err 8AM - 2PM WINDOW VINYL GRAPHIC ELEVATION (1) ONE REQUIRED SPECIFICATIONS 1. #07 ETCHED GLASS VINYL OVERLAY. 2. OVERLAY APPLIED TO GLASS 2ND SURFACE (INSIDE OFFICE) COLOR SCHEDULE #07 ETCHED GLASS VINYL SCALE: 1 %"=1'-0" 36" 24 Christian Brothers e u Ta le a r l vI Address 8941 Crossroads Blvd City Chanhassen State MN 55317 Account Representative: Connie Keck Th., sell, ana engineering submlrtM as our proposal, ano the right to use or evblblt In a,w form, is not authorized wlthooi written permission by V.—, Notes Designer 1W Design# Vx1100488-R2 Original Date 07/21/20 Revision Date 10/16/20 W N�auu"ui--,—i„Nil b, pI n # m+,n e.nwoam ox, rvrc x�vso p nxer ,ao­ , x•, II. Coo. vtpe •plu <. [Ne HA.6 ®VIXXO I. I �/ �g� s its & lighting •X SCALE: "=1g-{! 12:12 Kimlep Horn September 4, 2020 City of Chanhassen 7700 Market Boulevard, P.O. Box 147 Chanhassen, MN 55317 Attention: Sharmeen AI-Jaff, City Planner RE: Proposed Christian Brothers Automotive — Project Narrative Christian Brothers Automotive is requesting the proposed site to be considered for approval within the existing PUD. The parcel is legally described as: Lot 3, Block 1, Crossraads of Chanhassen, Carver County, Minnesota. Proposed Development Overview Christian Brothers Automotive is proposing to construct an approximately 5,100 SF, 9-bay automotive repair center located at 8941 Crossroads Boulevard in Chanhassen. The customer facing portion of the building will face the internal road of the Crossroads of Chanhassen development. The proposed development is within the Crossroads of Chanhassen PUD which was approved in 2008. The two lots east of the proposed site have been previously developed as retail and a gas station/convenience store, a child care facility is located to the south and west of the proposed site, and the rest of the PUD is currently undeveloped. Proposed Concept Plan & Development Stage Christian Brothers Automotive is proposing an amendment to the existing planned unit development (PUD). The PUD is designated as mixed use PUD including neighborhood commercial, office and residential. Christian Brothers provides light automotive repair and the scope of repairs provided by Christian Brothers has been included within the submittal package. Overnight parking only occurs when customers have a conflict retrieving their vehicle during business hours or to drop off their vehicles. Long term exterior storage is not permitted at Christian Brothers Automotive. Consultants: Civil Engineer — Christian Jones, Brandon R. Elegert, P.E. — Kimley-Horn Architecture — Dana King — Cortland Morgan Architect Landscape Architecture — Evergreen Design Group, Inc. — Rodney McNabb Photometrics — City Lighting Products Company — Mike Hohl Kimlep Horn Site Design Page 2 The site currently vacant land with water and sanitary sewer utilities provided as part of the Crossroads of Chanhassen Development to the south. Gas, communications, and electric utilities are provided to the west along Crossroads Boulevard. The proposed building is to be located at the western edge of the site angled parallel to Crossroads Boulevard, with the customer facing side of the building internal to the development. The surface parking will be located directly east of the building. Access is proposed to be east of the building and at both the north and south side of the parking lot, with two proposed driveways connecting the internal roads of the Crossroads of Chanhassen. The existing site is currently vegetated with no impervious area, the proposed site will be comprised of approximately 70% impervious area. Above ground and underground stormwater management will be provided adhering to City and Watershed treatment and rate control requirements. Architecture Architectural elevations and site photometric plans are provided within the submission. The proposed building is to be constructed of primarily brick and limestone. The trash enclosure is also to be constructed in materials similar to the building and will have gates to screen the trash from the public right-of-way. Landscape Architecture A landscape plan is included within the submission to comply with the city code. Trees, shrubs, and other plantings will complement the site. Christian Brothers Automotive is seeking a landscape variance for screening of the vehicular area. Please contact me at (763) 251-1016 or christian.iones(a)kimley-horn.com should you have any questions or comments. Sincerely, Christian Jones Project Manager AI-Jaff, Sharmeen From: Kidane, Zelalem <Zelalem.Kidanel @centurylink.com> Sent: Friday, September 11, 2020 7:45 AM To: AI-Jaff, Sharmeen Cc: Alseth, Stephanie Subject: RE: Agency Review Request - 8941 Crossroads Blvd Centurylink do have underground routes along SE side of Crossroads Blvd and HH and underground route at NE of Crossroads Blvd providing service to customers and routes to go to south to Lyman Blvd. We may potentially have to relocate and maintain those facilities in order to keep providing service. Any relocations that needed are billable back to the property owner or the developer. From: Steckling, Jean <jsteckling@ci.chanhassen.mn.us> Sent: Thursday, September 10, 20201:56 PM To: Lyndon Robjent <Irobjent@co.carver.mn.us>; Angie Stenson <astenson@co.carver.mn.us>; Dan McCormick <dmccormick@co.carver.mn.us>; tod.sherman@dot.state.mn.us; Terry Jeffery <tjeffery@rpbcwd.org>; cthompsonl@mediacomcc.com; Mike Callies <mikec@mvec.net>; Monson, Cherie L. <cherie.Monson@centerpointenergy.com>; MNNDEV <MNNDEV@centurylink.com> AI-Jaff, Sharmeen From: Keith Davis <kdavis@mediacomcc.com> Sent: Monday, September 14, 2020 2:S4 PM To: AWaff, Sharmeen Subject: Agency Review Request - 8941 Crossroads Blvd Mediacom sees no conflicts as long as the work is outside of the utility easement. Keith Davis Broadband Specialist IV I Construction Mediacom Communications 1670 Lake Dr. W., Chanhassen, MN 55317 612.919.7489 kdavis@mediacomcc.com Mediacom- f ® y ALTA COMMITMENT FOR TITLE INSURANCE Issued By: r, CHICAGO TITLE INSURANCE COMPANY NOTICE emrnna■ 302723 IMPORTANT - READ CAREFULLY: THIS COMMITMENT IS AN OFFER TO ISSUE ONE OR MORE TITLE INSURANCE POLICIES. ALL CLAIMS OR REMEDIES SOUGHT AGAINST THE COMPANY INVOLVING THE CONTENT OF THIS COMMITMENT OR THE POLICY MUST BE BASED SOLELY IN CONTRACT. THIS COMMITMENT IS NOT AN ABSTRACT OF TITLE, REPORT OF THE CONDITION OF TITLE, LEGAL OPINION, OPINION OF TITLE, OR OTHER REPRESENTATION OF THE STATUS OF TITLE. THE PROCEDURES USED BY THE COMPANY TO DETERMINE INSURABILITY OF THE TITLE, INCLUDING ANY SEARCH AND EXAMINATION, ARE PROPRIETARY TO THE COMPANY, WERE PERFORMED SOLELY FOR THE BENEFIT OF THE COMPANY, AND CREATE NO EXTRACONTRACTUAL LIABILITY TO ANY PERSON, INCLUDING A PROPOSED INSURED. THE COMPANY'S OBLIGATION UNDER THIS COMMITMENT IS TO ISSUE A POLICY TO A PROPOSED INSURED IDENTIFIED IN SCHEDULE A IN ACCORDANCE WITH THE TERMS AND PROVISIONS OF THIS COMMITMENT. THE COMPANY HAS NO LIABILITY OR OBLIGATION INVOLVING THE CONTENT OF THIS COMMITMENT TO ANY OTHER PERSON. COMMITMENT TO ISSUE POLICY Subject to the Notice; Schedule B, Part I -Requirements; Schedule B, Part II -Exceptions; and the Commitment Conditions, Chicago Title Insurance Company, a Florida corporation (the "Company"), commits to issue the Policy according to the terms and provisions of this Commitment. This Commitment is effective as of the Commitment Date shown in Schedule A for each Policy described in Schedule A, only when the Company has entered in Schedule A both the specified dollar amount as the Proposed Policy Amount and the name of the Proposed Insured. If all of the Schedule B, Part I -Requirements have not been met within one hundred eighty (180) days after the Commitment Date, this Commitment terminates and the Company's liability and obligation end. Countersigned By: Authorized Officer or Agent Chicago Title Insurance Company By: Attest: Secretary This page is only a part of a 2016 ALTA& Commitment for Title Insurance issued by Chicago Title Insurance Company. This Commitment is not valid without the Notice; the Commitment to Issue Policy; the Commitment Conditions; Schedule A; Schedule B, Part I -Requirements; Schedule B, Part II -Exceptions; and a counter -signature by the Company or its issuing agent that may be in electronic form. Copyright American Land Title Association. All rights reserved. aeo nne The use of this Form (or any derivative thereof) is restricted to ALTA licensees and ALTA members in good standing as of the date of use. All other uses are prohibited. Reprinted under license from the American Land Title Association. IL- ALTA Commitment for Title Insurance (08/01/2016) Printed: 04.20.20 @ 10:42 AM Pagel e" ! MN-CT-FMIN-02100.321010-SPS-1-20-302723 CHICAGO TITLE INSURANCE COMPANY COMMITMENT NO 302723 Transaction Identification Data for reference only: ISSUING OFFICE: FOR SETTLEMENT INQUIRIES, CONTACT: Title Officer: Peter Hvidston Chicago Title Insurance Company 222 S. Ninth St., Suite 3060 Minneapolis, MN 55402 Phone: 612-573-7275 Main Phone: (612)339-5370 Email: Peter.Hvidston@ctt.com Order Number: 302723 Reference No.: 20280162 1. Commitment Date: March 23, 2020 at 07:00 AM 2. Policy to be issued: (a) ALTA Owner's Policy 2006 Proposed Insured: Proposed Policy Amount: (b) ALTA Loan Policy 2006 Proposed Insured: Proposed Policy Amount: SCHEDULE A Christian Brothers Automotive Corporation $487,872.00 Lender One $100,000.00 3. The estate or interest in the Land described or referred to in this Commitment is: Fee Simple 4. The Title is, at the Commitment Date, vested in: Kraus -Anderson Incorporated, a Minnesota corporation 5. The Land is described as follows: SEE EXHIBIT "A" ATTACHED HERETO AND MADE A PART HEREOF END OF SCHEDULE A This page is only a part of a 2016 ALTA® Commitment for Title Insurance issued by Chicago Title Insurance Company. This Commitment is not valid without the Notice; the Commitment to Issue Policy; the Commitment Conditions; Schedule A; Schedule B, Part 1-Requirements; Schedule B, Part II -Exceptions; and a counter -signature by the Company or its issuing agent that may be in electronic form. Copyright American Land Title Association. All rights reserved. g IAND TITLE The use of this Form (or any derivative thereof) is restricted to ALTA licensees and ALTA members in good standing as of the date of use. All other uses are prohibited. Reprinted under license from the American Land Title Association. ALTA Commitment for Title Insurance (0a10112016) Printed: 04.20.20 @ 10:42 AM Page 2 MN-CT-FMIN-02100.321010SPS-1-20-302723 EXHIBIT "A" Legal Description Lot 3, Block 1, Crossroads of Chanhassen, Carver County, Minnesota. Abstract Property This page is only a part of a 2016 ALTA® Commitment for Title Insurance issued by Chicago Title Insurance Company. This Commitment is not valid without the Notice; the Commitment to Issue Policy; the Commitment Conditions; Schedule A; Schedule B, Part I -Requirements; Schedule B, Part ll-Exceptions; and a counter -signature by the Company or its issuing agent that may be in electronic form. lititititititt� Copyright American Land Title Association. All rights reserved. AMERICAN PYd9 9 W DTITLF u .,o The use of this Form (or any derivative thereof) is restricted to ALTA licensees and ALTA members in good standing as of the date of use. All other uses are prohibited. Reprinted under license from the American Land Title Association. ALTA Commitment for Title Insurance (Oa/01/2016) Primed: 04.20.20 @ 10:42 AM Page 3 MN-CT-FMIN-02100.321010SPS-1-20-302723 CHICAGO TITLE INSURANCE COMPANY COMMITMENT NO 302723 SCHEDULE B, PART REQUIREMENTS All of the following Requirements must be met: 1 The Proposed Insured must notify the Company in writing of the name of any party not referred to in thi<_ Commitment who will obtain an interest in the Land or who will make a loan on the Land. The Company may then make additional Requirements or Exceptions. 2. Pay the agreed amount for the estate or interest to be insured. 3. Pay the premiums, fees, and charges for the Policy to the Company. 4. Documents satisfactory to the Company that convey the Title or create the Mortgage to be insured, or both, must be property authorized, executed, delivered, and recorded in the Public Records. (a) Deed from the party described at Item 4 of Schedule A to the Proposed Insured (Owner). NOTE: Complete the Minnesota Electronic Certificate of Real Estate Value online at (www.taxes.state.mn.us/crv/) and provide the Company with the following information: a. Receipt number for the Electronic Certificate of Real Estate Value; and b. Printout of the completed Electronic Certificate of Real Estate Value NOTE: The printout must be made when the form is completed. It cannot be accessed after the preparer leaves the system. Once the eCRV is submitted online, the ONLY way to go back in and edit is if you print off or write down the eCRV ID AND the Edit pin (a box pops up with this information as soon as it is submitted). If someone wants to start this ahead of time, they can always save a partial eCRV and come back to it (again as long as they write down the ID number and pin). Note: One of the following statements must be made within the deed: (1) The Seller certifies that the Seller does not know of any wells on the described real property; (2) A well disclosure certificate accompanies this document; or (3) 1 am familiar with the property described in this instrument and I certify that the status and number of wells on the described real property have not changed since the last previously filed well disclosure certificate. (b) Mortgage from Purchaser with contractual rights under a purchase agreement with the vested owner identified at Item 4 below to the Proposed Insured (Lender). 5. The Proposed Policy Amount(s) must be increased to the full value of the estate or interest being insured, and any addition premium must be paid at that time. An Owner's policy should reflect the purchase price or full value of the Land. A Loan Policy should reflect the loan amount or value of the property as collateral. Proposed Policy Amount(s) will be revised and premiums charged consistent therewith when the final amounts are approved 6. Pay all taxes, charges, assessments, levied and assessed against subject premises, which are due and payable. 7. If the transaction is closed by Chicago Title Insurance Company or its agents, the Social Security Number of Seller or Federal ID Number of Seller entities and forwarding address must be provided at or prior to closing to comply with the Tax Reform Act of 1986 and the 1099S Form executed at closing unless the Sellers is a corporation or a governmental unit. This page is only a part of a 2016 ALTA® Commitment for Title Insurance issued by Chicago Title Insurance Company. This Commitment is not valid without the Notice; the Commitment to Issue Policy; the Commitment Conditions; Schedule A; Schedule B, Part 1-Requirements; Schedule B, Part II-Ezcephons; and a counter -signature by the Company or its issuing agent that may be in electronic form. Copyright American Land Title Association. All rights reserved. AMERJ "m PYri9 9 unonnr The use of this Form (or any derivative thereof) is restricted to ALTA licensees and ALTA members in good standing as of the date of use. All other uses are prohibited. Reprinted under license from the American Land Title Association. ALTA Commitment for Title Insurance (08101/2016) Printed: 04.20.20 @ 10:42 AM Page 4 MNCT-FMIN-02100.321010SPS7-20-302723 INSURANCE COMPANY COMMITMENT NO. 302723 SCHEDULE B, PART I REQUIREMENTS (continued) B. For all entities CONVEYING. BORROWING OR LEASING, furnish formation and operational documentation and a resolution authorizing the transaction, together with a certificate of good standing from the State in which the entity was created (and in which the property is located, if available); For all entities ACQUIRING PROPERTY FOR CASH, furnish formation and operational documentation, together with a certificate of good standing from the State in which the entity was created (and in which the property is located, if available). g. Item Nos. 1, 2, 4 and and 5 of Schedule B-Section 2 may be deleted from the final policy, conditioned upon receipt and review of an executed standard form of the Company's affidavit or affidavits 10. Furnish a current, signed and dated, survey of the subject property, certified to Chicago Title Insurance Company and conforming to all current Minimum Standard Detail Requirements for the 2016 ALTA/NSPS Land Title Survey Standards to delete Item No. 3 of Schedule B - Section 2. 11. Notice: Please be aware that due to the conflict between federal and state laws concerning the cultivation, distribution, manufacture or sale of marijuana, the Company is not able to close or insure any transaction involving Land that is associated with these activities. 12. No recorded mortgages appear in the property records for the subject property. Confirm that there are no unrecorded mortgages affecting the subject property. END OF SCHEDULE B, PART I This page is only a part of a 2016 ALTA® Commitment for Title Insurance issued by Chicago Title Insurance Company. This Commitment is not valid without the Notice; the Commitment to Issue Policy; the Commitment Conditions; Schedule A; Schedule B, Part I -Requirements; Schedule B, Part 11-Exceptions; and a counter -signature by the Company or its issuing agent that may be in electronic form. _ Copyright American Land Title Association. All rights reserved. "-MERICAN PYn9 9 uMo nrEe The use of this Form (or any derivative thereof) is restricted to ALTA licensees and ALTA members in good standing as of the date of use_ All other uses are prohibited. Reprinted under license from the Amercan Land Title Association. ALTA commitment for Title Insurance (08/01/2016) Printed: 04.20.20 @ 10:42 AM Page 5 MN-CT-FMIN-02100.321010SPS-1-20-302723 CHICAGO TITLE INSURANCE COMPANY COMMITMENT NO. 302723 SCHEDULE 13, PART 11 EXCEPTIONS THIS COMMITMENT DOES NOT REPUBLISH ANY COVENANT, CONDITION, RESTRICTION, OR LIMITATION CONTAINED IN ANY DOCUMENT REFERRED TO IN THIS COMMITMENT TO THE EXTENT THAT THE SPECIFIC COVENANT, CONDITION, RESTRICTION, OR LIMITATION VIOLATES STATE OR FEDERAL LAW BASED ON RACE, COLOR, RELIGION, SEX, SEXUAL ORIENTATION, GENDER IDENTITY, HANDICAP, FAMILIAL STATUS, OR NATIONAL ORIGIN. The Policy will not insure against loss or damage resulting from the terms and provisions of any lease or easement identified in Schedule A, and will include the following Exceptions unless cleared to the satisfaction of the Company: 1 • Any defect, lien, encumbrance, adverse claim, or other matter that appears for the first time in the Public Records or is created, attaches, or is disclosed between the Commitment Date and the date on which all of the Schedule B, Part I —Requirements are met. 2. Rights or claims of parties in possession not shown by the Public Records. 3. Any encroachment, encumbrance, violation, variation or adverse circumstance affecting the Title that would be disclosed by an accurate and complete survey of the Land. 4. Easements, or claims of easements, not shown by the Public Records. 5. Any lien, or right to a lien, for services, labor, or material, heretofore or hereafter furnished, imposed by law and not shown by the Public Records. 6. Taxes or special assessments which are not shown as existing liens by the Public Records. 7. Real estate taxes for 2020 due and payable in 2020 in the total amount of $14,402.00 are unpaid. First half are due and payable on or before May 15, 2020; second half are due and payable on or before October 15, 2020. Property Tax Identification No. 25.2480030 Note: There are no delinquent taxes of record. The above tax amount may include annual recurring fees charged by the municipality and/or county, which are automatically certified to the real estate taxes. 8. Levied and pending special assessments hereafter levied. 9. There are no levied or pending special assessments now of record. 10. Any charges for municipal services (i.e., water, sewer, correction of nuisance conditions, etc.) are the responsibility of the parties to this transaction. For information regarding the existence of any such bills contact the appropriate municipal office. This page is only a part of a 2016 ALTA® Commitment for Title Insurance issued by Chicago Title Insurance Company. This Commitment is not valid without the Notice; the Commitment to Issue Policy, the Commitment Conditions; Schedule A; Schedule B, Part I -Requirements; Schedule B, Part II -Exceptions; and a counter -signature by the Company or its issuing agent that may be in electronic form. Copyright American Land Title Association. All rights reserved. ,, „-pTITLE The use of this Form (or any derivative thereof) is restricted to ALTA licensees and ALTA members in good standing as of the date of use. All other uses are prohibited. Reprinted under license from the American Land Titie Association. it- ALTA Commitment for Title Insurance (08/01/2016) Pnnted: 04.20.20 @ 10:42 AM Page 6 MN-CT-FMIN-02100.321010-SPS-1-20-302723 CHICAGO TITLE INSURANCE COMPANY COMMITMENT NO. 302723 SCHEDULE B, PART II EXCEPTIONS (continued) 11. Rights of tenants in possession under the terms of unrecorded leases. 12 Drainage and utility easements as shown on the Plat of Crossroads of Chanhassen. 13. Final Certificate, in the matter of condemnation of certain lands for public purposes, dated January 17, 1997, recorded January 27, 1997, as Document No. 206358. 14. Terms and conditions of right of access In favor of State of Minnesota, described in Warranty Deed dated January 24, 2002, recorded January 28, 2002, as Document No. 306531. 15. Terms and conditions of Easement for State Highway No. 101, as shown on county half section maps and the Plat of Chanhassen Hills 3rd Addition. 16. Access control as shown on Minnesota Department of Transportation Right of Way Plat No. 10-17 recorded October 19, 2004, as Document No. A-399301. 17. Terms and conditions of Development Contract, dated May 27, 2008, recorded June 2, 2008 as Document No. 484405. Amended by Amendment to Development Contract, dated July 28, 2008, recorded September 8, 2008 as Document No. 488856. 18. Terms and conditions of Declaration of Easements, Covenants and Restrictions, dated September 29, 2008, recorded October 3, 2008 as Document No. 490037. Amended by First Amendment to Declaration of Easements, Covenants and Restrictions dated May 9, 2013, recorded May 13, 2013 as Document No. 576723. 19. Resolution No. 2008-41 by the City of Chanhassen, dated July 14, 2008, recorded December 11, 2008 as Document No. 492783. 20. Terms and conditions of Site Plan Agreement, dated March 10, 2008, recorded April 21, 2009 as Document No. 499029. 21. Terms and conditions of Restrictions dated May 25, 2012, recorded May 29, 2012 as Document No. 555760. 22. Terms and conditions of Covenant Not to Compete recording April 30, 2013 as Document No. 575946. This page is only a part of a 2016 ALTA® Commitment for Title Insurance issued by Chicago Title Insurance Company. This Commitment is not valid without the Notice; the Commitment to Issue Policy, the Commitment Conditions; Schedule A; Schedule B, Part 1-Requirements; Schedule B, Part II -Exceptions; and a counter -signature by the Company or its issuing agent that may be in electronic form. Copyright American Land Title Association. All rights reserved. uuo0.v� t The use of this Form (or any derivative thereol) is restricted to ALTA licensees and ALTA members in good standing as of the date of use. All other uses are prohibited. Reprinted under license from the American Land Title Association. ALTA Commitment for Title Insurance (08101/2016) Printed: 04.20.20 @ 10.42 AM Page 7 MNCT-FMIN-02100.321010-SPS-1-20-302723 TITLE INSURANCE COMPANY COMMITMENT NO. 302723 SCHEDULE B, PART II EXCEPTIONS (continued) 23. Due to office closures related to COVID-19, we may be temporarily unable to record/access documents in the normal course of business. As such, we will require our AFFIDAVIT OF UNDERSTANDING AND INDEMNITY AND HOLD HARMLESS AGREEMENT DUE TO CORONAVIRUS PANDEMIC to be signed by all parties. INFORMATIONAL NOTES NOTE: In the event a zoning endorsement is requested, we will require a zoning letter from the municipality or a zoning report specifying the current or proposed use, specifying the zoning classification, and stating whether the property is in compliance with all applicable zoning ordinances. Parking must be addressed in the letter or report if it is to be included in the zoning endorsement. NOTE: 1031 EXCHANGE SERVICES - If your transaction involves a tax deferred exchange, we offer this service through our 1031 division, IPX1031. As the nation's largest 1031 company, IPX1031 offers guidance and expertise. Security for Exchange funds includes segregated bank accounts and a 100 million dollar Fidelity Bond. Fidelity National Title Group also provides a 50 million dollar Performance Guaranty for each Exchange. For additional information, or to set-up an Exchange or title order, please contact Max Zlevor at 612-430-2360 or Max.Zlevor@ctt.com. END OF SCHEDULE B, PART II This page is only a part of a 2016 ALTAe Commitment for Title Insurance issued by Chicago Title Insurance Company. This Commitment is not valid without the Notice; the Commitment to Issue Policy; the Commitment Conditions; Schedule A; Schedule B, Part I -Requirements; Schedule B, Part II -Exceptions; and a counter -signature by the Company or its issuing agent that may be in electronic form. — u ruuN Copyright American Land Title Association. All rights reserved. w+n nrrr u�onn�ox The use of this Form (or any derivative thereof) is restricted to ALTA licensees and ALTA members in good standing as of the date of use. All other uses are prohibited. Reprinted under license from the American Land Title Association. ALTA Commienentfor Title Insurance (08/01/2016) Printed: 04.2020 @ 10:42 AM Page 8 MNCT-FMIN-02100.321010SPS1-20-302723 CHICAGO TITLE INSURANCE COMPANY COMMITMENT NO. COMMITMENT CONDITIONS DEFINITIONS (a) "Knowledge" or "Known': Actual or imputed knowledge, but not constructive notice imparted by the Public Records. (b) "Land": The land described in Schedule A and affixed improvements that by law constitute real property. The term "Land" does not include any property beyond the lines of the area described in Schedule A, nor any right, title, interest, estate, or easement in abutting streets, roads, avenues, alleys, lanes, ways, or waterways, but this does not modify or limit the extent that a right of access to and from the Land is to be insured by the Policy. (c) "Mortgage": A mortgage, deed of trust, or other security instrument, including one evidenced by electronic means authorized by law. (d) "Policy": Each contract of title insurance, in a form adopted by the American Land Title Association, issued or to be issued by the Company pursuant to this Commitment. (e) "Proposed Insured": Each person identified in Schedule A as the Proposed Insured of each Policy to be issued pursuant to this Commitment. (f) "Proposed Policy Amount": Each dollar amount specified in Schedule A as the Proposed Policy Amount of each Policy to be issued pursuant to this Commitment. (g) 'Public Records': Records established under state statutes at the Commitment Date for the purpose of imparting constructive notice of matters relating to real property to purchasers for value and without Knowledge. IN Title": The estate or interest described in Schedule A. 2. If all of the Schedule B, Part I -Requirements have not been met within the time period specified in the Commitment to Issue Policy, this Commitment terminates and the Company's liability and obligation end. 3. The Company's liability and obligation is limited by and this Commitment is not valid without: (a) the Notice; (b) the Commitment to Issue Policy; (c) the Commitment Conditions; (d) Schedule A; (a) Schedule B, Part I -Requirements; (f) Schedule B, Part II -Exceptions; and (g) a counter -signature by the Company or its issuing agent that may be in electronic forth. 4. COMPANY S RIGHT TO AMEND The Company may amend this Commitment at any time. If the Company amends this Commitment to add a defect, lien, encumbrance, adverse claim, or other matter recorded in the Public Records prior to the Commitment Date, any liability of the Company is limited by Commitment Condition 5. The Company shall not be liable for any other amendment to this Commitment. 5. LIMITATIONS OF LIABILITY (a) The Companys liability under Commitment Condition 4 is limited to the Proposed Insured's actual expense incurred in the interval between the Company's delivery to the Proposed Insured of the Commitment and the delivery of the amended Commitment, resulting from the Proposed Insured's good faith reliance to: (i) comply with the Schedule B, Part I -Requirements; (ii) eliminate, with the Companys written consent, any Schedule B, Part II -Exceptions; or (iii) acquire the Title or create the Mortgage covered by this Commitment. (b) The Company shall not be liable under Commitment Condition 5(a) if the Proposed Insured requested the amendment or had Knowledge of the matter and did not notify the Company about it in writing. (c) The Company will only have liability under Commitment Condition 4 if the Proposed Insured would not have incurred the expense had the Commitment included the added matter when the Commitment was first delivered to the Proposed Insured. (d) The Companys liability shall not exceed the lesser of the Proposed Insured's actual expense incurred in good faith and described in Commitment Conditions 5(a)(i) through 5(a)(iii) or the Proposed Policy Amount. (a) The Company shall not be liable for the content of the Transaction Identification Data, if any. (f) In no event shall the Company be obligated to issue the Policy referred to in this Commitment unless all of the Schedule B, Part I -Requirements have been met to the satisfaction of the Company. (g) In any event, the Company's liability is limited by the terms and provisions of the Policy. 6. LIABILITY OF THE COMPANY MUST BE BASED ON THIS COMMITMENT (a) Only a Proposed Insured identified in Schedule A, and no other person, may make a claim under this Commitment. (b) Any claim must be based in contract and must be restricted solely to the terms and provisions of this Commitment. This page is only a part of a 2016 ALTA® Commitment for Title Insurance issued by Chicago Title Insurance Company. This Commitment is not valid without the Notice; the Commitment to Issue Policy; the Commitment Conditions; Schedule A; Schedule B, Part 1-Requirements; Schedule B, Part II -Exceptions; and a counter -signature by the Company or is issuing agent that may be in electronic form. Co American Land Title Association. All rights reserved. -'=ERICA" Copyright Au"DTnnr The use of this Form (or any derivative thereof) is restricted to ALTA licensees and ALTA members in good standing as of the date of use. All other uses are prohibited. Reprinted under license from the American Land Title Association. ALTA Commitment for Title Insurance (08/01/2016) Printed: 04.20.20 @ 10:42 AM Page 9 MN-CT-FMIN-02100.321010SPS-1-20-302723 CHICAGO TITLE INSURANCE COMPANY COMMITMENT (continued) (c) Until the Policy is issued, this Commitment, as last revised, is the exclusive and entire agreement between the parties with respect to the subject matter of this Commitment and supersedes all prior commitment negotiations, representations, and proposals of any kind, whether written or oral, express or implied, relating to the subject matter of this Commitment. (d) The deletion or modification of any Schedule B, Part II -Exception does not constitute an agreement or obligation to provide coverage beyond the terms and provisions of this Commitment or the Policy. (e) Any amendment or endorsement to this Commitment must be in writing and authenticated by a person authorized by the Company. (1) When the Policy is issued, all liability and obligation under this Commitment will end and the Companys only liability will be under the Policy. 7. IF THIS COMMITMENT HAS BEEN ISSUED BY AN ISSUING AGENT The issuing agent is the Company's agent only for the limited purpose of issuing title insurance commitments and policies. The issuing agent is not the Company's agent for the purpose of providing closing or settlement services. 8. PRO -FORMA POLICY The Company may provide, at the request of a Proposed Insured, a pro -forma policy illustrating the coverage that the Company may provide. A pro -forma policy neither reflects the status of Title at the time that the pro -forma policy is delivered to a Proposed Insured, nor is it a commitment to insure. 9. ARBITRATION The Policy contains an arbitration clause. All arbitrable matters when the Proposed Policy Amount is Two Million And No/100 Dollars ($2,000,000.00) or less shall be arbitrated at the option of either the Company or the Proposed Insured as the exclusive remedy of the parties. A Proposed Insured may review a copy of the arbitration rules at htto:/Av wv.alta.oro/arbitration. END OF CONDITIONS This page is only a part of a 2016 ALTA® Commitment for Title Insurance issued by Chicago Title Insurance Company. This Commitment is not valid without the Notice; the Commitment to Issue Policy, the Commitment Conditions; Schedule A; Schedule B, Part 1-Requirements; Schedule B, Part II -Exceptions; and a countersignature by the Company or its issuing agent that may be in electronic form. — Copyright American Land Title Association. All rights reserved. The use of this Form (or any derivative thereof) is restricted to ALTA licensees and ALTA members in good standing as of the date of use. All other uses are prohibited. Reprinted under license from the American Land Title Association. ALTA Commitment for Title Insurance (08/01r2016) Printed: 04.20.20 @ 10.42 AM Page 10 MN-CT-FMIN-02100.321010-SPS-1-20-302723 CITY OF CHANHASSEN AFFIDAVIT OF MAILING NOTICE STATE OF MINNESOTA) (ss. COUNTY OF CARVER ) I, Kim T. Meuwissen, being first duly swom, on oath deposes that she is and was on November 19, 2020, the duly qualified and acting Deputy Clerk of the City of Chanhassen, Minnesota; that on said date she caused to be mailed a copy of the attached notice of a Public Hearing to consider a request for an amendment to the Chanhassen Gateway PUD to allow Automotive Repair Shops; and an amendment to the Crossroads of Chanhassen Site Plan with variances for the construction of a 5,100 sf automotive repair shop (Building 4E) located at 8941 Crossroads Boulevard. Zoned Planned Unit Development (PUD). Planning Case No. 2020-21 to the persons named on attached Exhibit "A", by enclosing a copy of said notice in an envelope addressed to such owner, and depositing the envelopes addressed to all such owners in the United States mail with postage fully prepaid thereon; that the names and addresses of such owners were those appearing as such by the records of the County Treasurer, Carver County, Minnesota, and by other appropriate records. Subscribed and sworn to bef re me this day of r' 2020. um ► '�,� Kim T. Meuwissen, Deputy Clem SCANTED (Seal) Public MSTEC JEAN TECKLING -µNG .; Notary Pu=Irvw�,ta M CwA*sbn EVW JW 31, 2024 This map is neither a legally recorded map nor a survey and is not intended to be used as one. This map is a compilation of records, information and data located in various city, county, state and federal offices and other sources regarding the area shown, and is to be used for reference purposes only. The City does not warrant that the Geographic Information System (GIS) Data used to prepare this map are error free, and the City does not represent that the GIS Data can be used for navigational, tracking or any other Purpose requiring exacting measurement of distance or direction or precision in the depiction of geographic features. The preceding disclaimer is provided pursuant to Minnesota Stables §466.03, Subd. 21 (2000), and the user of this map acknowledges that the City shall not be liable for any damages, and expressly waives all claims, and agrees to defend, indemnify, and hold harmless the City from any and all claims brought by User, its employees or agents, or third parties which arise out of the users access or use of data provided. This map is neither a legally recorded map nor a survey and is not intended to be used as one. This map is a compilation of records, information and data located in various city, county, state and federal offices and other sources regarding the area shown, and is to be used for reference purposes only. The City does not warrant that the Geographic Information System (GIS) Data used to prepare this map are error free, and the City does not represent that the GIS Data can be used for navigational, backing or any other purpose requiring exacting measurement of distance or direction or precision in the depiction of geographic features. The preceding disclaimer is provided pursuant to Minnesota Statutes §466.03, Subd. 21 (2000), and the user of this map acknowledges that the City shall not be liable for any damages. and expressly waives all claims, and agrees to defend, indemnify, and hold harmless the City from any and all claims brought by User, its employees or agents, or third parties which arise out of the users access or use of data provided. ((TAX NAME)) ((TAX ADD L1)) ((TAX ADD L2)) «Next Record»((TAX_NAME)) ((TAX_ADD_LU «TAX ADD L2» Notice of Public Hearing Chanhassen Planning Commission Meeting Notice of Public Hearing Chanhassen Planning Commission Meeting Date & Time: Tuesday, December 1, 2020 at 7:00 P.M. This hearing may not start until later in the evening, depending on the order of the agenda. Location: City Hall Council Chambers, 7700 Market Blvd. The purpose of this hearing is to consider a request for an amendment to the Chanhassen Gateway PUD to allow Automotive Proposal: Repair Shops; and an amendment to the Crossroads of Chanhassen Site Plan with variances for the construction of a 5,100 sf automotive repair shop (Building 4E). Zoned Planned Unit Development (PUD). A Ilcant: Kimle -Horn & Associates, Inc. Property Owner: Kraus -Anderson & Associates Property 8941 Crossroads Boulevard (SE of Crossroads Blvd.) Location: A location map Is on the reverse side of this notice. The purpose of this public hearing is to inform you about the applicant's request and to obtain input from the neighborhood about this project. During the meeting, the Chair will lead the What Happens public hearing through the following steps: 1. Staff will give an overview of the proposed project. at the Meeting: 2. The applicant will present plans on the project. 3. Comments are received from the public. 4. Public hearing is closed and the Commission discusses the ro'ect. If you want to see the plans before the meeting, please visit the city's projects web page at: www.ci.chanhassen.mn.us/2020-21. If you wish to talk to someone about this project, please contact Sharmeen AI-Jaff by Questions & email at SAI-Jaff(rDci.chanhassen.mn.us or by phone at 952-227- Comments: 1134. If you choose to submit written comments, please send one copy to staff in advance of the meeting. Staff will provide copies to the Commission. The staff report for this item will be available online on the project web site listed above the Thursday prior to the Planning Commission meeting. NEWI Sign up to receive email and/or text notifications when meeting agendas, packets, minutes and videos are uploaded to the city's website. Go to www.ci.chanhassen.mn.us/notifyme to sign up! City Review Procedure: • Subdivisions, Planned Unit Developments. Site Plan Reviews. Conditional and Interim Uses. Wetland Alterations. Rezonings. Comprehensive Plan Amendments and Code Amendments require a public hearing before the Planning Commission. City ordinances require all property within 500 feet of the subject site to be notified of the application in writing. Any interested party is Invited to attend the meeting. • Stay prepares a report on the subject application that includes all pertinent information and a recommendation. These reports are available by request. At the Planning Commission meeting, staff will give a verbal overview of the report and a recommendation. The item will be opened for the public to speak about the proposal as a part of the hearing process. The Commission will close the public hearing and discourse the item and make a recommendation to the City Council. The City Council may reverse, affirm or modify wholly or partly the Planning Commission's recommendation. Rezonings, land use and code amendments take a simple majority vote of the City Council except rezonings and land use amendments from residential to commercial/industrial. • Minnesota State Statute 519.99 requires all applications to be processed within 60 days unless the applicant waives this standard. Some applications due to their complexity may take several months to complete. Any person wishing to follow an item through the process should check with the Planning Department regarding its status and scheduling for the City Council meeting. • A neighborhood spokespersonlrepresentative is encouraged to provide a contact for the city. Often developers are encouraged to meet with he neighborhood regarding their proposal. Staff is also available to review the project with any interested person(s). • Because the Planning Commission holds the public hearing. the City Council does not. Minutes are taken and any correspondenoe regarding the application will be Included in the report to the City Council. If you wish to have something to W included in the report, lease contact the Planning Staff person named on the notification. Date & Time: Tuesday, December 1, 2020 at 7:00 p.m. This hearing may not start until later in the evening, depending on the order of the a enda. Location: City Hall Council Chambers, 7700 Market Blvd. The purpose of this hearing is to consider a request for an amendment to the Chanhassen Gateway PUD to allow Automotive Proposal: Repair Shops; and an amendment to the Crossroads of Chanhassen Site Plan with variances for the construction of a 5,100 sf automotive repair shop (Building 4E). Zoned Planned Unit Development (PUD). Applicant: Kimle -Horn & Associates, Inc. Property Owner: Kraus -Anderson & Associates Property 8941 Crossroads Boulevard (SE of Crossroads Blvd.) Location: A location map Is on the reverse side of this notice. The purpose of this public hearing is to inform you about the applicant's request and to obtain input from the neighborhood about this project. During the meeting, the Chair will lead the What Happens public hearing through the following steps: 1. Staff will give an overview of the proposed project. at the Meeting: 2. The applicant will present plans on the project. 3. Comments are received from the public. 4. Public hearing is closed and the Commission discusses the project. If you want to see the plans before the meeting, please visit the city's projects web page at: www.ci.chanhassen.mn.us/2020-21. If you wish to talk to someone about this project, please contact Sharmeen AI-Jaff by Questions & email at SAI-Jaff(rDCi chanhassen.mmus or by phone at 952-227- Comments: 1134, If you choose to submit written comments, please send one copy to staff in advance of the meeting. Staff will provide copies to the Commission. The staff report for this item will be available online on the project web site listed above the Thursday prior to the Planning Commission meeting. NEWT Sign up to receive email and/or text notifications when meeting agendas, packets, minutes and videos are uploaded to the city's website. Go to www,ci.chanhassen.mn.us/notifyme to sign u I City Review Procedure: • Subdivisions. Planned Unit Developments, Site Plan Reviews, Conditional and Interim Uses. Wetland Alterations, Rezonings, Comprehensive Plan Amendments and Code Amendments require a public hearing before the Planning Commission. City ordinances require all property within 500 feel of the subject site to be notified of the application in writing. Any interested parry is invited to attend the meeting. • Staff prepares a report on the subject application that includes all pertinent information and a recommentlation. These reports are available by request At the Planning Commission meeting staff will give a verbal overview of the report and a recommentlation. The item will be opened for the public to speak about the proposal as a part of the hearing process. The Commission will close the Public hearing and discuss the item and make a recommendation to the City Council. The City Council may reverse. affirm or modify wholly or partly the Planning Commission's recommentlation. Rezonings, land use and code amendments take a simple majority vote of the City Council except rezoom s and land use amendments from residential to commercial/industrial. • Minnesota State Statute 519.99 requires all applications to be processed within 60 days unless the applicant waives this standard. Some applications due to their complexity may take several months to complete. Any person wishing to follow an item through the process should check with the Planning Department regarding its status and scheduling for the City Counral meeting. • A neighborhood spokesperson/representative is encouraged to provide a contact for the city. Often developers are encouraged to meet with the neighborhood regarding their proposal. Staff is also available to review the project with any interested person(s). • Because the Planning Commission holds the public hearing. the City Council does not. Minutes are taken and any correspondence, regarding the application will be inducted in the report to the City CouncilIf you wish to have something to be included in the report, lease contact the Planning Staff Person named on the notification. TAX -NAME SOUTHWEST METRO TRANSIT COMM MEP2 LLC UMMER SHERVANI ACHARATHU TRUWEST LLC GOLF LAKE CONDOS LLC STATE OF M INNESOTA - DOT STATE OF MINNESOTA - DNR KRAUS-ANDERSON INC PAUL C SCHNETTLER THOMAS F ZIEGLER SHANNON G & MICHELLE A KERN SPRINGFIELD HOMEOWNERS ASSN UNDA THALACKER STEVEN W PUK THOMAS L MAUREN DAVID BRUCKS WEST PARK AT WATER'S EDGE TOWNHOME ASSOC JEAN E RYAN BRADLEY E BOHLMAN FAYE OLIVER MELINDA JOHNSON KATHRYN A BORRELL LAURENE E FARRELL FRANK T & MARY LOU WHALEY ERVIN FAMILY REVOCABLE TRUST PHOULITHATPHANDANOUVONG DAVID L ROELIKE SHAWN MYERS BRIAN R LARKINS JONATHAN P GAMLEN RICHARD C AMBERSON HARLAN C & CANDACE M LEOPOLD TODD S STRAND ROBERT F & KAREN L ANDERSON ALYSSA A MEYER BRUCE A & SHEILA M TANQUIST THE TRUST AGREEMENT OF DAVID G DELFORGE BHARATH KUMAR GOLLAPALLI CHRISTOPHER LANOU KARTHICK SUBRAMANIAN RAMAN TAX _ADD _L1 13500 TECHNOLOGY DR 17732 BALLANTRAE CIR 21315128TH PL SE 3202 SYMPHONY CT 3360 BAVARIA RD 395 JOHN IRELAND BLVD 631 TRAN 500 LAFAYETTE RD 525 S 8TH ST 599 5UMMERFIELD DR 603 SUMMERFIELD DR 607 SUMMERFIELD DR 7100 NORTHLAND CIR N SUITE 300 715 CROSSROADS CT 735 CROSSROADS CT 745 CROSSROADS CT 750 CROSSROADS CT 7500 FLYING CLOUD DR STE 670 755 CROSSROADS CT 765 CROSSROADS CT 775 CROSSROADS CT 785 CROSSROADS CT S 795 CROSSROADS CT 801 LYMAN BLVD 851 LYMAN BLVD 8525 CHANHASSEEN HILLS DR 8529 CHANHASSEN HILLS OR 5 8533 CHANHASSEN HILLS DR S 8537 CHANHASSEN HILLS DR S 8541 CHANHASSEN HILLS DR S 8545 CHANHASSEN HILLS DR S 8549 S CHANHASSEN HILLS DR 8553 CHANHASSEN HILLS DR 5 8557 CHANHASSEN HILLS DR 5 8561 CHANHASSEN HILLS DR S 8565 CHANHASSEN HILLS DR S 8569 CHANHASSEN HILLS DR S 891 LYMAN BLVD 8932 SOUTHWEST VILLAGE LOOP 8934 SOUTHWEST VILLAGE LOOP 8936 SOUTHWEST VILLAGE LOOP TAX _ADD _L2 EDEN PRAIRIE, MN 55344-2283 EDEN PRAIRIE, MN 55347-3435 KENT, WA 98031-3983 CHASKA, MN 55318 CHASKA, MN 55318-9662 ST PAUL, MN 55155-1801 ST PAUL, MN 55155-4030 MINNEAPOLIS, MN 55404-1030 CHANHASSEN, MN 55317-7645 CHANHASSEN, MN 55317-7644 CHANHASSEN, MN 55317-7644 MINNEAPOLIS, MN 55428-1583 CHANHASSEN, MN 55317 CHANHASSEN, MN 55317 CHANHASSEN, MN 55317 CHANHASSEN, MN 55317 EDEN PRAIRIE, MN 55344 CHANHASSEN, MN 55317 CHANHASSEN, MN 55317 CHANHASSEN, MN 55317 CHANHASSEN, MN 55317 CHANHASSEN, MN 55317 CHANHASSEN, MN 55317-9161 CHANHASSEN, MN SS317.9161 CHANHASSEN, MN 55317 CHANHASSEN, MN 55317-8108 CHANHASSEN, MN 55317 CHANHASSEN, MN 55317-8108 CHANHASSEN, MN 55317-8108 CHANHASSEN, MN 55317-8108 CHANHASSEN, MN 55317.8108 CHANHASSEN, MN 55317-8108 CHANHASSEN, MN 55317 CHANHASSEN, MN 55317.8108 CHANHASSEN, MN 55317 CHANHASSEN, MN 55317-8108 CHANHASSEN, MN 55317-9161 CHANHASSEN, MN 55317 CHANHASSEN, MN 55317-8589 CHANHASSEN, MN 55317-8589 SITEADD 680 SOUTHWEST VILLAGE DR 8950 CROSSROADS BLVD 89515OUTHWEST VILLAGE LOOP 740 CROSSROADS CT 710 CROSSROADS CT 8971 CROSSROADS BLVD 599 SUMMERFIELD DR 603 SUMMERFIELD DR 607 SUMMERFIELD DR 715 CROSSROADS CT 735 CROSSROADS CT 745 CROSSROADS CT 7S0 CROSSROADS CT 755 CROSSROADS CT 765 CROSSROADS CT 775 CROSSROADS CT 785 CROSSROADS CT 795 CROSSROADS CT 801 LYMAN BLVD 851 LYMAN BLVD 8525 CHANHASSEN HILLS DR 5 8529 CHANHASSEN HILLS DR S 8533 CHANHASSEN HILLS DR S 8537 CHANHASSEN HILLS DR S 8541 CHANHASSEN HILLS DR 5 8545 CHANHASSEN HILLS DR S 8549 CHANHASSEN HILLS DR S 8553 CHANHASSEN HILLS DR 5 8557 CHANHASSEN HILLS DR S 8561 CHANHASSEN HILLS DR S 8565 CHANHASSEN HILLS DR S 8569 CHANHASSEN HILLS DR S 891 LYMAN BLVD 8932 SOUTHWEST VILLAGE LOOP 8934 SOUTHWEST VILLAGE LOOP 8936 SOUTHWEST VILLAGE LOOP PIN 257680020 252460010 257670340 250840060 250840090 250231601 250241200 252480020 257800130 257800140 257800150 257800390 250940100 250840120 250840130 250940050 257840190 250840140 250840150 250840160 250940170 250940180 258470030 258470020 251870050 251870060 251870070 251870080 251870090 251870100 251870110 251870120 251870130 251870140 251870150 251870160 258470010 257670130 257670140 257670150 JIMMY M LEMUS KULANDHAIRAJ MARIASOWRI LISATHANH TIEU KAI DONG CORY SVIHLA MICHAELAKERS ELAINE CASANOVA REV TRUST JUDE MARIA MADHAN WELLINGTON TARA NIEVES KEENAN MACHELLE H EDWARDS DEBRA CHRISTINE OLSON MARK ALLEN SOLBERG LANITA L FRERICHS BILAL KHAN NANCY J TURNBLAD GARY AMBACH SRIKANTH JAPA JOCELYN T RIGGS MICHAEL DAVID HUBER BRADLEY D HANSEN MANISH MOHAN ALEXANDER RASKIN ASHOK K PENIGALAPATI KATHRYN A WHITFIELD BALAKRISHNA CHINTAGINJALA SOUTHWEST VILLAGE TOWNHOME ASSOCIATION CONVENIENCE STORE INVESTMENTS 8938 SOUTHWEST VILLAGE LOOP 8940 SOUTHWEST VILLAGE LOOP 8942 SOUTHWEST VILLAGE LOOP 8949 SOUTHWEST VILLAGE LOOP 8953 SOUTHWEST VILLAGE LOOP 8955 SOUTHWEST VILLAGE LOOP 8957 SOUTHWEST VILLAGE LOOP 8959 SOUTHWEST VILLAGE LOOP 8961 VILLAGE LOOP SW 8963 SOUTHWEST VILLAGE LOOP 8965 SOUTHWEST VILLAGE LOOP 8967 SOUTHWEST VILLAGE LOOP 8969 SOUTHWEST VILLAGE LOOP 8971 SOUTHWEST VILLAGE LOOP 8972 SOUTHWEST VILLAGE LOOP 8973 SOUTHWEST VILLAGE LOOP 8974 SW VILLAGE LOOP 8975 SOUTHWEST VILLAGE LOOP 8976 SW VILLAGE LOOP 8977 SOUTHWEST VILLAGE LOOP 8978 SOUTHWEST VILLAGE LOOP 8979 SW VILLAGE LOOP 8980 SOUTHWEST VILLAGE LOOP 8981 SOUTHWEST VILLAGE LOOP 8982 SOUTHWEST VILLAGE LOOP 971 SIBLEY MEMORIAL HWY PO BOX 2107 CHANHASSEN, MN 55317-8589 CHANHASSEN, MN 55317-8589 CHANHASSEN; MN 55317-8589 CHANHASSEN, MN 55317-8589 CHANHASSEN, MN 55317 CHANHASSEN, MN 55317 CHANHASSEN, MN 55317-8589 CHANHASSEN, MN 55317-8589 CHANHASSEN, MN 55317 CHANHASSEN, MN 55317-8589 CHANHASSEN, MN 55317-8589 CHANHASSEN, MN 55317-8589 CHANHASSEN, MN 55317-8589 CHANHASSEN, MN 55317-8589 CHANHASSEN, MN 55317 CHANHASSEN, MN 55317-8589 CHANHASSEN, MN 55317 CHANHASSEN, MN 55317-8589 CHANHASSEN, MN 55317 CHANHASSEN, MN 55317-8589 CHANHASSEN, MN 55317-8589 CHANHASSEN, MN 55317 CHANHASSEN, MN 55317-8589 CHANHASSEN, MN 55317 CHANHASSEN, MN 55317-8589 SAINT PAUL, MN 55118-2856 LACROSSE, W154602-2107 8938 SOUTHWEST VILLAGE LOOP 8940 SOUTHWEST VILLAGE LOOP 8942 SOUTHWEST VILLAGE LOOP 8949 SOUTHWEST VILLAGE LOOP 8953 SOUTHWEST VILLAGE LOOP 8955 SOUTHWEST VILLAGE LOOP 8957 SOUTHWEST VILLAGE LOOP 8959 SOUTHWEST VILLAGE LOOP 8961 SOUTHWEST VILLAGE LOOP 8963 SOUTHWEST VILLAGE LOOP 8965 SOUTHWEST VILLAGE LOOP 8967 SOUTHWEST VILLAGE LOOP 8969 SOUTHWEST VILLAGE LOOP 8971 SOUTHWEST VILLAGE LOOP 8972 SOUTHWEST VILLAGE LOOP 8973 SOUTHWEST VILLAGE LOOP 8974 SOUTHWEST VILLAGE LOOP 8975 SOUTHWEST VILLAGE LOOP 8976 SOUTHWEST VILLAGE LOOP 8977 SOUTHWEST VILLAGE LOOP 8978 SOUTHWEST VILLAGE LOOP 8979 SOUTHWEST VILLAGE LOOP 8980 SOUTHWEST VILLAGE LOOP 8981 SOUTHWEST VILLAGE LOOP 8982 SOUTHWEST VILLAGE LOOP 8921 CROSSROADS BLVD 257670160 257670170 257670180 257670350 257670330 257670320 257670310 257670300 257670290 257670280 257670270 257670260 257670250 257670060 257670120 257670050 257670110 257670040 257670100 257670030 257670090 257670020 257670080 257670010 257670070 257670390 252480010 CITY OF CHANHASSEN P O BOX 147 CHANHASSEN MN 55317 09/10/2020 1:14 PM Receipt No. 00448769 CLERK: kimh PAYEE: Kimley - Horn & Associates Inc 421 Fayetteville Street Suite 600 Raleigh NC 27601- Christian Bros Automative 8941 Crossroads Blvd Case No 2020-21 (SAJ) ------------------------------------------------------- Use & Variance 1,275.00 Sign Rent 200.00 GIS List 201.00 Total Cash Check Change 216798157 `pc) 1,676.00 0.00 1,676.00 0.00 CITY OF CHANHASSEN CARVER & HENNEPIN COUNTIES NOTICE OF PUBLIC HEARING PLANNING CASE NO.2020-21 NOTICE IS HEREBY GIVEN that the Chanhassen Planning Commission will hold a public hearing on Tuesday, October 6, 2020 at 7:00 p.m. in the Council Chambers in Chanhassen City Hall, 7700 Market Blvd. The purpose of this hearing is to consider a request for an amendment to the Chanhassen Gateway PUD to allow Automotive Repair Shops, modification to PUD-specific design features, and an amendment to the Crossroads of Chanhassen Site Plan with variances for the construction of a 5,100 sf automotive repair shop on property zoned PUD located SE of Crossroads Blvd., 8941 Crossroads Blvd. Zoned Planned Unit Development (PUD). Applicant: Kimley-Horn & Associates, Inc. / Property Owner: Kraus - Anderson & Associates. A plan showing the location of the proposal is available for public review on the city's web site at www.ci.chanhassen.mn.us/2020-21 or at City Hall during regular business hours. All interested persons are invited to attend this public hearing and express their opinions with respect to this proposal. Sharmeen Al-Jaff Senior Planner Email: SA1-JaffCa.ci.chanhassen.mn.us Phone: 952-227-1134 (Publish in the Chanhassen Villager on September 24, 2020) 9�aN� glp1an\2020 planning cases\20-21 christian brothers automotive\ph notice to villager.dmx 0 CITY OF CHANHASSEN AFFIDAVIT OF MAILING NOTICE STATE OF MINNESOTA) (ss. COUNTY OF CARVER ) I, Kim T. Meuwissen, being first duly sworn, on oath deposes that she is and was on September 24, 2020, the duly qualified and acting Deputy Clerk of the City of Chanhassen, Minnesota; that on said date she caused to be mailed a copy of the attached notice of a Public Hearing to consider a request for an amendment to the Chanhassen Gateway PUD to allow Automotive Repair Shops, modification to PUD-specific design features, and an amendment to the Crossroads of Chanhassen Site Plan with variances for the construction of a 5,100 sf automotive repair shop on property zoned PUD, Panning Case No. 2020-21 to the persons named on attached Exhibit "A", by enclosing a copy of said notice in an envelope addressed to such owner, and depositing the envelopes addressed to all such owners in the United States mail with postage fully prepaid thereon; that the names and addresses of such owners were those appearing as such by the records of the County Treasurer, Carver County, Minnesota, and by other appropriate records. Subscribed and sworn to before me this" -day of-<� ✓ , 2020. Kim T. MeuwMissen, Deputy Clerk Notary Public r..- JEAN M STECKLING Notary PubYo-Mlrmesas ur aasiw' SONA)M ar, 2W SCANNED This map is neither a legally recorded map nor a survey and is not intended to be used as one. This map is a compilation of records, information and data located in various city, county, state and federal offices and other sources regarding the area shown, and is to be used for reference purposes only. The City does not warrant that the Geographic Information System (GIS) Data used to prepare this map are error free, and the City does not represent that the GIS Data can be used for navigational, tracking or any other purpose requiring exacting measurement of distance or direction or precision in the depiction of geographic features. The preceding disclaimer is provided pursuant to Minnesota Statutes §466.03, Subd. 21 (2000), and the user of this map acknowledges that the City shall not be liable for any damages, and expressly waives all claims, and agrees to defend, indemnity, and hold harmless the City from any and all claims brought by User, its employees or agents, or third parties which arise out of the user's access or use of data provided. This map is neither a legally recorded map nor a survey and is not intended to be used as one. This map is a compilation of records, information and data located in various city, county, state and federal offices and other sources regarding the area shown, and is to be used for reference purposes only. The City does not warrant that the Geographic Information System (GIS) Data used to prepare this map are error free, and the City tices not represent that the GIS Data can be used for navigational, tracking or any other purpose requiring exacting measurement of distance or direction or precision in the depiction of geographic features. The preceding disclaimer is provided pursuant to Minnesota Statutes §466.03, Subd. 21 (2000), and the user of this map acknowledges that the City shall not be liable for any damages, and expressly waives all claims. and agrees to defend, indemnify, and hold harmless the City from any and all claims brought by User, its employees or agents, Or third parties which arse out of the users access or use of data provided. ((TAX NAME)) «TAX_ADD_L1» ((TAX ADD L2» ((Next Record))((TAX_NAME)) ((TAX_ADD_L7» ((TAX ADD L2)) Notice of Public Hearing Chanhassen Planning Commission Meeting Notice of Public Hearing Chanhassen Planning Commission Meeting Date & Time: Tuesday, October 6, 2020 at 7:00 P.M. This hearing may not start until later in the evening,depending on the order of the agenda. Location: City Hall Council Chambers, 7700 Market Blvd. The purpose of this hearing is to consider a request for an amendment to the Chanhassen Gateway PUD to allow Automotive Proposal: Repair Shops, modification to PUD-specific design features, and an amendment to the Crossroads of Chanhassen Site Plan with variances for the construction of a 5,100 sf automotive repair shop on property zoned PUD. Zoned Planned Unit Development (PUD). Applicant: Kimle -Horn & Associates, Inc. Property Owner: Kraus -Anderson & Associates Property 8941 Crossroads Boulevard (SE of Crossroads Blvd.) Location: A location map is on the reverse side of this notice. The purpose of this public hearing is to inform you about the applicant's request and to obtain input from the neighborhood about this project. During the meeting, the Chair will lead the What Happens public hearing through the following steps: at the Meeting: 1. Staff will give an overview of the proposed project. 2. The applicant will present plans on the project. 3. Comments are received from the public. 4. Public hearing is closed and the Commission discusses the reject. If you want to see the plans before the meeting, please visit the city's projects web page at: www.ci.chanhassen.mn.us/2020-21. If you wish to talk to someone about this project, please contact Sharmeen AI-Jaff by Questions & email at SAI-Jaff(aDCi.Chanhassen.mn.0 or by phone at 952-227- Comments: 1134. If you choose to submit written comments, please send one copy to staff in advance of the meeting. Staff will provide copies to the Commission. The staff report for this item will be available online on the project web site listed above the Thursday prior to the Planning Commission meeting. NEWI Sign up to receive email and/or text notifications when meeting agendas, packets, minutes and videos are uploaded to the city's website. Go to www.ci.chanhassen.mn.us/notifyme to si n u I City Ravi" Procedure: • Subdivisions, Planned Unit Developments, Site Plan Reviews, Conditional and Interim Uses, Welland Alterations, Rezonings, Comprehensive Plan Amendments and Code Amendments require a public hearing before the Planning Commission. City ordinances require all property, within 500 feet of the subject site to be notified of the application in writing- Any interested party Is invited to attend the meeting. • Staff prepares a report on the subject application that includes all pertment information and a recommendation. These reports are available by request At the Planning Commission meeting, staff will give a verbal overview W the report and a recommendation. The item will be opened for the public to speak about the proposal as a part of the hearing process. The Commission will close the public hearing and discuss the item and make a recommendation to the City Council. The City Council may reverse, affirm or modify wholly or partly the Planning Commission's recommendation. Rezonings, land use and code amendments take a simple majority vote of the City Council except rezonings and land use amendments from residential to commercial/industrial. • Minnesota Stale Statute 519.99 requires all applications to be processed within 60 days unless the applicant waives this standard Some applications due to their complexity may take several months to complete. Any person wishing to follow an item through the process should check with the Planning Dependent regarding its status and Scheduling for the City Council meeting. • A neighborhood spokesperson/representative is encouraged to provide a contact for the city. Often developers are encouraged to meet with the neighborhood regarding their proposal, Staff is also available to review the project with any interested persons) • Because the Planning Commission holds the public hearing, the City Council does not Minutes are taken and any correspondence regarding the application will be included in the report to the City Council, ff you wish to have something to be included in the report, lease contact the Planning Staff person named on the notification. Date & Time: Tuesday, October 6, 2020 at 7:00 P.M. This hearing may not start until later in the evening,depending on the order of the agenda, Location: City Hall Council Chambers, 7700 Market Blvd. The purpose of this hearing is to consider a request for an amendment to the Chanhassen Gateway PUD to allow Automotive Repair Shops, modification to PUD-specific design features, and Proposal: an amendment to the Crossroads of Chanhassen Site Plan with variances for the construction of a 5,100 sf automotive repair shop on property zoned PUD. Zoned Planned Unit Development (PUD). Applicant: Kimley-Horn & Associates, Inc. Property Owner: Kraus -Anderson & Associates Property 8941 Crossroads Boulevard (SE of Crossroads Blvd.) Location: A location map Is on the reverse side of this notice. The purpose of this public hearing is to inform you about the applicant's request and to obtain input from the neighborhood about this project. During the meeting, the Chair will lead the What Happens public hearing through the following steps: 1. Staff will give an overview of the proposed project. at the Meeting'. 9' 2. The applicant will present plans on the project. 3. Comments are received from the public. 4. Public hearing is closed and the Commission discusses the ro'ect. If you want to see the plans before the meeting, please visit the city's projects web page at: www.ci.chanhassen.mn.us/2020-21. If you wish to talk to someone about this project, please contact Sharmeen AI-Jaff by Questions & email at SAI-Jaff(rDci chanhassen.mn.us or by phone at 952-227- Comments: 1134. If you choose to submit written comments, please send one copy to staff in advance of the meeting. Staff will provide copies to the Commission. The staff report for this item will be available online on the project web site listed above the Thursday prior to the Planning Commission meetin . NEWT Sign up to receive email and/or text notifications when meeting agen packets, minutes and videos are uploaded to the city's website. Go to www.ci.chanhassen.mn.us/notifyme to sign u I City Review Procedure: • Subdivisions, Planned Unit Development., site Plan Reviews, Conditional and Interim uses, Wetland Alterations, Rezoning., Comprehensive Plan Amendments and Code Amendments require a public hearing before the Planning Commission. City ordinances require all property within 500 feet of the subject site to be notified of the application in writing. Any interested party is invited to attend the meeting. • Staff prepares a report on the subject application that Includes all pertinent information and a recommendation. These rations are available by request At the Planning Commission meeting, staff will give a verbal overview of the report and a recommendation. The item will be opened for the public to speak about the proposal as a pan of the hearing process. The Commission will close the hearing and discuss the item and make a recommendation to the City Council. The City Council may reverse, affirm or modify public wholly or partly the Planning Commission's recommendation. Rezonings, land use and coda amendments take a simple majority vole of the City Council except rezonings and land use amendments from residential to commerciagindusinal. • Minnesota State Statute 519.99 requires all applications to be processed within 60 days unless the applicant waives this standard. Some applications due to their complexity may take several months to complete. Any person wishing to lollow an item through the process should check with the Planning Department regarding its status and scheduling for the City Council meeting. • A nrh eighb000d spokespersonlrepresentalive is encouraged to provide a contact for the city. Often developers are encouraged to meet with the neighborhood regarding their proposal. Staff is also available to review the project with any interested person(s). • Because the Planning Commission holds the public hearing, the City Council does not. Minutes are taken and any correspondence regarding in( application will be included in the report to the City Council. If you wish to have something to be included in the repon, lease contact the PlanningStag son named on the notification. TAX -NAME SOUTHWEST METRO TRANSIT COMM MEP2 LLC UMMER SHERVANI ACHARATHU TRUWEST LLC GOLF LAKE CONDOS LLC STATE OF MINNESOTA- DOT STATE OF MINNESOTA- DNR KRAUS-ANDERSON INC PAUL C SCHNETTLER THOMAS F ZIEGLER SHANNON G & MICHELLE A KERN SPRINGFIELD HOMEOWNERS ASSN LINDA THALACKER STEVEN W PUK THOMAS L MAU REN DAVID BRUCKS WEST PARK AT WATER'S EDGE TOWNHOME ASSOC JEAN E RYAN BRADLEY E BOHLMAN FAYE OLIVER MELINDA JOHNSON KATHRYN A BORRELL LAURENE E FARRELL FRANK T & MARY LOU WHALEY ERVIN FAMILY REVOCABLE TRUST PHOULITHATPHANDANOUVONG DAVID L ROELIKE SHAWN MYERS BRIAN R LARKINS JONATHAN P GAMLEN RICHARD C AM BERSON HARLAN C & CANDACE M LEOPOLD TODDSSTRAND ROBERT F & KAREN L ANDERSON ALYSSA A MEYER BRUCE A & SHEILA M TANQUIST THE TRUST AGREEMENT OF DAVID G DELFORGE BHARATH KUMAR GOLLAPALLI CHRISTOPHER LANOU KARTHICK SUBRAMANIAN RAMAN TAX_ADD_L1 13500 TECHNOLOGY DR 17732 BALLANTRAE CIR 21315128TH PL SE 3202 SYMPHONY CT 3360 BAVARIA RD 395 JOHN IRELAND BLVD 631 TRAN 500 LAFAYETTE RD 525 S 8TH ST 599 SUMMERFIELD DR 603 SUMMERFIELD DR 607 SUMMERFIELD DR 7100 NORTHLAND CIR N SUITE 300 715 CROSSROADS CT 735 CROSSROADS CT 745 CROSSROADS CT 750 CROSSROADS CT 7500 FLYING CLOUD DR STE 670 755 CROSSROADS CT 765 CROSSROADS CT 775 CROSSROADS CT 785 CROSSROADS CT 795 CROSSROADS CT 801 LYMAN BLVD 851 LYMAN BLVD 8525 CHANHASSEEN HILLS DR 8529 CHANHASSEN HILLS DR S 8533 CHANHASSEN HILLS DR S 8537 CHANHASSEN HILLS DR S 8541 CHANHASSEN HILLS DR S 8545 CHANHASSEN HILLS DR S 8549 S CHANHASSEN HILLS DR 8553 CHANHASSEN HILLS DR S 8557 CHANHASSEN HILLS DR S 8561 CHANHASSEN HILLS DR S 8565 CHANHASSEN HILLS DR S 8569 CHANHASSEN HILLS DR S 891 LYMAN BLVD 8932 SOUTHWEST VILLAGE LOOP 8934 SOUTHWEST VILLAGE LOOP 8936 SOUTHWEST VILLAGE LOOP TAX_ADO_L2 EDEN PRAIRIE, MN 55344-2283 EDEN PRAIRIE, MN 55347-3435 KENT, WA 98031-3983 CHASKA, MN 55318 CHASKA, MN 55318-9662 ST PAUL, MN 55155-1801 ST PAUL, MN 55155-4030 MINNEAPOLIS, MN 554D4-1030 CHANHASSEN, MN 55317-7645 CHANHASSEN, MN 55317-7644 CHANHASSEN, MN 55317-7644 MINNEAPOLIS, MN 55428-1583 CHANHASSEN, MN 55317 CHANHASSEN, MN 55317 CHANHASSEN, MN 55317 CHANHASSEN, MN 55317 EDEN PRAIRIE, MN 55344 CHANHASSEN, MN 55317 CHANHASSEN, MN 55317 CHANHASSEN, MN 55317 CHANHASSEN, MN 55317 CHANHASSEN, MN 55317 CHANHASSEN, MN 55317-9161 CHANHASSEN, MN 55317-9161 CHANHASSEN, MN 55317 CHANHASSEN, MN 55317-8108 CHANHASSEN, MN 55317 CHANHASSEN, MN 55317-8108 CHANHASSEN, MN 55317-8108 CHANHASSEN, MN 55317-8108 CHANHASSEN, MN 55317-8108 CHANHASSEN, MN 55317-8108 CHANHASSEN, MN 55317 CHANHASSEN, MN 55317-8108 CHANHASSEN, MN 55317 CHANHASSEN, MN 55317-8108 CHANHASSEN, MN 55317-9161 CHANHASSEN, MN 55317 CHANHASSEN, MN 55317-8589 CHANHASSEN, MN 55317-8589 SITEADD 680 SOUTHWEST VILLAGE DR 8950 CROSSROADS BLVD 8951 SOUTHWEST VILLAGE LOOP 740 CROSSROADS CT 710 CROSSROADS CT 8971 CROSSROADS BLVD 599 SUMMERFIELD OR 603 SUMMERFIELD DR 607 SUMMERFIELD DR 715 CROSSROADS CT 735 CROSSROADS CT 745 CROSSROADS CT 750 CROSSROADS CT 755 CROSSROADS CT 765 CROSSROADS CT 775 CROSSROADS CT 785 CROSSROADS CT 795 CROSSROADS CT 801 LYMAN BLVD 851 LYMAN BLVD 8525 CHANHASSEN HILLS DR 5 8529 CHANHASSEN HILLS DR S 8533 CHANHASSEN HILLS DR S 8537 CHANHASSEN HILLS DR S 8541 CHANHASSEN HILLS DR S 8545 CHANHASSEN HILLS DR S 8549 CHANHASSEN HILLS DR S 8553 CHANHASSEN HILLS DR S 8557 CHANHASSEN HILLS DR S 8561 CHANHASSEN HILLS DR S 8565 CHANHASSEN HILLS DR S 8569 CHANHASSEN HILLS DR S 891 LYMAN BLVD 8932 SOUTHWEST VILLAGE LOOP 8934 SOUTHWEST VILLAGE LOOP 8936 SOUTHWEST VILLAGE LOOP PIN 257680020 252460010 257670340 250840060 250840090 250231601 250241200 252480020 257800130 257800140 257800150 257800390 250840100 250840120 250840130 250840050 257940190 250840140 250840150 250840160 250840170 250840180 259470030 258470020 251870050 251870060 251870070 251870080 251870090 251870100 251870110 251870120 251870130 251870140 251870150 251870160 258470010 257670130 257670140 257670150 11 0 JIMMY M LEMUS KULANDHAIRAI MARIASOWRI USA THANH TIEU KAI DONG CORYSVIHLA MICHAEL AKERS ELAINE CASANOVA REV TRUST JUDE MARIA MADHAN WELLINGTON TARA NIEVES KEENAN MACHELLE H EDWARDS DEBRA CHRISTINE OLSON MARK ALLEN SOLBERG LANITA L FRERICHS BILAL KHAN NANCY J TURNBLAD GARY AMBACH SRIKANTH 1APA JOCELYN T RIGGS MICHAEL DAVID HUBER BRADLEY D HANSEN MANISH MOHAN ALEXANDER RASKIN ASHOK K PEN IGALAPATI KATHRYN A WHITFIELD BALAKRISHNA CHINTAGINJALA SOUTHWEST VILLAGE TOWNHOME ASSOCIATION CONVENIENCE STORE INVESTMENTS 8938 SOUTHWEST VILLAGE LOOP 8940 SOUTHWEST VILLAGE LOOP 8942 SOUTHWEST VILLAGE LOOP 8949 SOUTHWEST VILLAGE LOOP 8953 SOUTHWEST VILLAGE LOOP 8955 SOUTHWEST VILLAGE LOOP 8957 SOUTHWEST VILLAGE LOOP 8959 SOUTHWEST VILLAGE LOOP 8961 VILLAGE LOOP SW 8963 SOUTHWEST VILLAGE LOOP 8965 SOUTHWEST VILLAGE LOOP 8967 SOUTHWEST VILLAGE LOOP 8969 SOUTHWEST VILLAGE LOOP 8971 SOUTHWEST VILLAGE LOOP 8972 SOUTHWEST VILLAGE LOOP 8973 SOUTHWEST VILLAGE LOOP 8974 SW VILLAGE LOOP 8975 SOUTHWEST VILLAGE LOOP 8976 SW VILLAGE LOOP 8977 SOUTHWEST VILLAGE LOOP 8978 SOUTHWEST VILLAGE LOOP 8979 SW VILLAGE LOOP 8980 SOUTHWEST VILLAGE LOOP 8981 SOUTHWEST VILLAGE LOOP 8982 SOUTHWEST VILLAGE LOOP 971 SIBLEY MEMORIAL HWY PO BOX 2107 CHANHASSEN, MN 55317-8589 CHANHASSEN, MN 55317-8589 CHANHASSEN, MN 55317.8589 CHANHASSEN, MN 55317-8589 CHANHASSEN, MN 55317 CHANHASSEN, MN 55317 CHANHASSEN, MN 55317-8589 CHANHASSEN, MN 55317-8589 CHANHASSEN, MN 55317 CHANHASSEN, MN 55317-8589 CHANHASSEN, MN 55317-8589 CHANHASSEN, MN 55317-8589 CHANHASSEN, MN 55317-8589 CHANHASSEN, MN 55317-8589 CHANHASSEN, MN 55317 CHANHASSEN, MN 55317-8589 CHANHASSEN, MN 55317 CHANHASSEN, MN 55317-8589 CHANHASSEN, MN 55317 CHANHASSEN, MN 55317-8589 CHANHASSEN, MN 55317.8589 CHANHASSEN, MN 55317 CHANHASSEN, MN 55317-8589 CHANHASSEN, MN 55317 CHANHASSEN, MN 55317-8589 SAINT PAUL, MN 55118-2856 LACROSSE, WI 54602-2107 8938 SOUTHWEST VILLAGE LOOP 8940 SOUTHWEST VILLAGE LOOP 8942 SOUTHWEST VILLAGE LOOP 8949 SOUTHWEST VILLAGE LOOP 8953 SOUTHWEST VILLAGE LOOP 8955 SOUTHWEST VILLAGE LOOP 8957 SOUTHWEST VILLAGE LOOP 8959 SOUTHWEST VILLAGE LOOP 8963 SOUTHWEST VILLAGE LOOP 8963 SOUTHWEST VILLAGE LOOP 8965 SOUTHWEST VILLAGE LOOP 8967 SOUTHWEST VILLAGE LOOP 8969 SOUTHWEST VILLAGE LOOP 8971 SOUTHWEST VILLAGE LOOP 8972 SOUTHWEST VILLAGE LOOP 8973 SOUTHWEST VILLAGE LOOP 8974 SOUTHWEST VILLAGE LOOP 8975 SOUTHWEST VILLAGE LOOP 8976 SOUTHWEST VILLAGE LOOP 8977 SOUTHWEST VILLAGE LOOP 8978 SOUTHWEST VILLAGE LOOP 8979 SOUTHWEST VILLAGE LOOP 8980 SOUTHWEST VILLAGE LOOP 8981 SOUTHWEST VILLAGE LOOP 8982 SOUTHWEST VILLAGE LOOP 8921 CROSSROADS BLVD 257670160 257670170 257670180 257670350 257670330 257670320 257670310 257670300 257670290 257670280 257670270 257670260 257670250 257670060 257670120 257670050 257670110 257670040 257670100 257670030 257670090 257670020 257670080 257670010 257670070 257670390 252480010 0 CITY OF RCHANHASSEN CARVE & HENNEPIN COUNTIES NOTICE OF PUBLIC HEARING PLANNING CASE NO. 2020-21 NOTICE IS HEREBY GIVEN that the Chanhassen Planning Commission will hold a public hearing on Tuesday, October 6, 2020 at 7:00 p.m. in the Council Chambers in Chanhassen City Hall, 7700 Market Blvd. The purpose of this hearing is to consider a request for an amendment to the Chanhassen Gateway PUD to allow Automotive Repair Shops, modification to PUD-specific design features, and an amendment to the Crossroads of Chanhassen Site Plan with variances for the construction of a 5,100 sf automotive repair shop on property zoned PUD located SE of Crossroads Blvd., 8941 Crossroads Blvd. Zoned Planned Unit Development (PUD). Applicant: Kimley-Horn & Associates, Inc. / Property Owner: Kraus -Anderson & Associates. A plan showing the location of the proposal is available for public review on the city's web site at www.ci.chanhassen. mn.us/2020-21 or at City Hall during regular business hours. All interested persons areinvited to attend this public hearing and express their opinions with respect to this proposal. Sharmeen Al-JatT Senior Planner Email: SA1-Jaff@ ci.chanhassen.mn.us Phone: 952-227-1134 (Published in the Chanhassen Villager on Thursday, September 24 2020: No. 4934) Affidavit of Publication Southwest News Media State of Minnesota) )SS. County of Carver ) Laurie A. Hartmann, being duly swom, on oath says that she is the General Manager the news- papers known as the Chaska Herald and the Chanhassen Villager and has full knowledge of the facts herein stated as follows: (A) These newspapers have complied with the requirements constituting qualification as a legal newspaper, as provided by Minnesota Statute 331A.02, 331A.07, and other applicable laws, as amended. (B) The printed public notice that is attached to this Affidavit and identified as No.—Y� V was published on the date or dates and in the newspaper stated in the attached Notice and said Notice is hereby incorporated as part of this Affidavit Said notice was cut from the columns of the newspaper specified. Printed below is a copy of the lower case alphabet from A to Z, both inclusive, and is hereby acknowledged as being the kind and size of type used in the composition and publication of the Notice: abcdefghijklmnopgrstuv y�z p Laurie A. Hartmann Subscribed and sworn before me on thi jl `day of!U� 3020 �JYMME JEANNETTE BARK NOTARY PUBLIC - MINNESOTA he MY COMMISSION EXPIRES 01Y31Z RATE INFORMATION Lowest classified rate paid by commercial users for comparable space .... $31.20 per column inch Maximum rate allowed by law for the above matter ................................. S31.20 per column inch Rate actually charged for the above matter .............................................. $14.03 per column inch l-Jaff, Sharmeen From: Jones, Christian <Christian.Jones@kimley-horn.com> Sent: Monday, October 5, 2020 3:19 PM To: AI-Jaff, Sharmeen Subject: 8941 Crossroads Blvd - Chanhassen Development PC Meeting Hi Sharmeen, On behalf of Christian Brothers Automotive, I am requesting that Planning Case 2020-21, Christian Brothers Automotive, be postponed for the Planning Commission meeting on 10/6. We are hereby granting the City of Chanhassen the additional 60 days required to complete this process. We would like to work with City Staff on establishing a timeline for revising the plans of the proposed development. Please let me know if you have any questions or would like to discuss further. We will reach out with any questions regarding the staff report issued on October 1. Please let me know if any action will be required at the Planning Commission meeting tomorrow night; I can plan to attend, but would like to know if I should prepare anything or if anything is needed from me or our team. Thank you again for your help through this process, we greatly appreciate it and the opportunity to work with Staff in Chanhassen! Christian Jones, EIT (IA) I Analyst Kimley-Horn 1 767 Eustis Street, Suite 100, St. Paul, MN 55114 Direct: 763.251.1016 I Mobile: 515.450.8383 Connect with us: Twitter I Linkedln I Facebook I Instagram Celebrating 11 years as one of FORTUNE's 100 Best Companies to Work For This map is neither a legally recorded map nor a survey and is not intended to be used as one. This map is a compilation of records, information and data located in various city, county, stale and federal offices and other sources regarding the area shown, and is to be used for reference purposes only. The City does not warrant that the Geographic Information System (GIS) Data used to prepare this map are error free, and the City does not represent that the GIS Data can be used for navigational, tracking or any other Purpose requiring exacting measurement of distance or direction or precision in the depiction of geographic features. The preceding disclaimer is provided pursuant to Minnesota Statutes §466.03, Subd. 21 (2000), and the user of this map acknowledges that the City shall not be liable for any damages, and expressly waives all claims, and agrees to defend, indemnity, and hold harmless the City from any and all claims brought by User, its employees or agents, or third parties which arise out of the users access or use of data provided. This map is neither a legally recorded map nor a survey and is not intended to be used as one. This map is a compilation of records, information and data located in various city, county, state and federal offices and other sources regarding the area shown, and is to be used for reference purposes only. The City does not warrant that the Geographic Information System (GIS) Data used to prepare this map are error free, and the City does not represent that the GIS Data can be used for navigational, tracking or any other purpose requiring exacting measurement of distance or direction or precision in the depiction of geographic features. The preceding disclaimer is provided pursuant to Minnesota Statutes §466.03, Subd. 21 (2000), and the user of this map acknowledges that the City shall not be liable for any damages, and expressly waives all claims, and agrees to defend, indemnity, and hold harmless the City from any and all claims brought by User, its employees or agents, or third parties which arise out of the users access or use of data provided. ((TAX —NAME)) xTAX_ADD_LU xTAX ADD L2» «Next Record»((TAX_NAME)) uTAX_ADD_L1» «TAX ADD L2» Notice of Public Hearing Chanhassen Planning Commission Meeting Notice of Public Hearing Chanhassen Planning Commission Meeting Date & Time: Tuesday, October 6, 2020 at 7:00 p.m. This hearing may not start until later in the evening, depending on the order of the agenda. Location: City Hall Council Chambers, 7700 Market Blvd. The purpose of this hearing is to consider a request for an amendment to the Chanhassen Gateway PUD to allow Automotive Repair Shops as a Conditional Use Permit; and an amendment to Proposal: the Crossroads of Chanhassen Site Plan with variances and a Conditional Use Permit for the construction of a 5,100 sf automotive repair shop on property zoned PUD. Zoned Planned Unit Development (PUD). Applicant: Kimle -Horn & Associates, Inc. Property Owner: Kraus -Anderson & Associates Property 8941 Crossroads Boulevard Location: A location map Is on the reverse side of this notice. The purpose of this public hearing is to inform you about the applicant's request and to obtain input from the neighborhood about this project. During the meeting, the Chair will lead the What Happens public hearing through the following steps: 1. Staff will give an overview of the proposed project. at the Meeting: 2. The applicant will present plans on the project. 3. Comments are received from the public. 4. Public hearing is closed and the Commission discusses the Project If you want to see the plans before the meeting, please visit the city's projects web page at: www.ci.chanhassen.mn.us12020-21. If you wish to talk to someone about this project, please contact Sharmeen AI-Jaff by Questions & email at SAI-JaffAci.chanhassen.mmus or by phone at 952-227- Comments: 1134. If you choose to submit written comments, please send one copy to staff in advance of the meeting. Staff will provide copies to the Commission. The staff report for this item will be available online on the project web site listed above the Thursday prior to the Planning Commission meetin . NEWT Sign up to receive email and/or text notifications when meeting agendas, packets, minutes and videos are uploaded to the city's website. Go to www.ci.chanhassen.mn.us/notifyme to sign u I City Review Procedure: • Subdivisions, Planned Unit Developments, Site Plan Reviews, Conditional and Interim Uses, Welland Alterations, Rezonings, Comprehensive Plan Amendments and Code Amendments require a public hearing before the Planning Commission. City ordinances require all property within 500 feet of the subject site to be notified of Me application in writing. Any interested party Is invited to attend the meeting. • Staff prepares a report on the subject application that includes all pertinent information and a recommendation. These reports are available by request At the Planning Commission meeting, staff will give a verbal overview of the report and a recommendation. The item will be opened for the public to speak about the proposal as a part of the hearing process. The Commission will close the public hearing and discuss the item and make a recommendation to the City Council. The City Council may reverse, affirm or modify wholly or partly the Planning Commission's recommendation. Rmnings, land use and Code amendments take a simple majority vote of the City Council except rezonings and land use amendments from residential to commercialfindustrial. • Minnesota State Statute 519.99 requires all applications to be processed within 60 days unless the applicant waives this standard Some applications due to their complexity, may lake several months to complete. Any Parson wishing to follow an item through the process should check with the Planning Department regarding Its status and scheduling for the City Council meeting. • A neighborhood spokespersontrepresentative is encouraged to provide a contact for the city. Often developers are encouraged to meet with the neighborhood regarding their proposal. Staff Is also available to review the project with any interested person(s). • Because the Planning Commission holds the Public hearing, the City Coundl does not. Minutes are taken and any Correspondence regarding the application will be included in the report to the City CouncilIf you wish to have something to be included in the report, lease Contact the Planning Staff person named an the notification. Date & Time* Tuesday, October 6, 2020 at 7:00 P.M. This hearing may not start ' until later in the evening, depending on the order of the agenda. Location: City Hall Council Chambers, 7700 Market Blvd. The purpose of this hearing is to consider a request for an amendment to the Chanhassen Gateway PUD to allow Automotive Repair Shops as a Conditional Use Permit; and an amendment to Proposal: the Crossroads of Chanhassen Site Plan with variances and a Conditional Use Permit for the construction of a 5,100 sf automotive repair shop on property zoned PUD. Zoned Planned Unit Development (PUD). Applicant: Kimle -Horn & Associates, Inc. Property Owner: Kraus -Anderson & Associates Property 8941 Crossroads Boulevard Location' A location map Is on the reverse side of this notice. The purpose of this public hearing is to inform you about the applicant's request and to obtain input from the neighborhood about this project. During the meeting, the Chair will lead the What Happens public hearing through the following steps: 1. Staff will give an overview of the proposed project. the Meeting: at 9: 2. The applicant will present plans on the project. 3. Comments are received from the public. 4. Public hearing is closed and the Commission discusses the ro'ect. If you want to see the plans before the meeting, please visit the city's projects web page at: www.ci.chanhassen.mn.us/2020-21. If you wish to talk to someone about this project, please contact Sharmeen AI-Jaff by Questions & email at SAI-JaffAci chanhassen mn us or by phone at 952-227- Comments: 1134. If you choose to submit written comments, please send one copy to staff in advance of the meeting. Staff will provide copies to the Commission. The staff report for this item will be available online on the project web site listed above the Thursday prior to the Planning Commission meeting. NEWT Sign up to receive email and/or text notifications when meeting agendas, packets, minutes and videos are uploaded to the city's website. Go to www.ci.chanhassen.mn.us/notifyme to sign u I City Review Procedure: • Subdivisions, Planned Unit Developments, Site Plan Reviews, Condittonsa and Interim Uses, Welland Alterations, Rezomngs, Comprehensive Plan Amendments and Code Amendments require a public hearing before Me Planning Commission. City ordinances require all property within 500 feet of Me subject site to be notified of the application in writing- Any interested pony is invited to attend the meeting. • Staff prepares a report on the subject application that includes all pertinent information and a recommendation. These reports are available by request. At the Planning Commission meeting, staff will give a verbal overview of the report and a recommendation. The item will be opened for the public to speak about the proposal as a pad of the hearing process. The Commission will does the public hearing and discuss the item and make a recommendation to the City Council. The City Council may reverse, affirm or modify wholly or partly the Planning Commission's recommendation. Recommits, land use and Coda amendments take a simple majority vote of the City Council except rezonings antl land use amendments from residential to commencialfindustrial. • Minnesota State Statute 519,99 requires all applications to be processed within 60 days unless the applicant waives this standard Some applications due to their complexity may take several months to Complete. Any person wishing to follow an item through the process should check with the Planning Department regarding Its statue and scheduling for the City Council meeting. • A neighborhood spokespersormspresentative is encouraged to provide a contact for the city. Often developers are encouraged to meet with the neighborhood regarding their proposal. Staff is also available to review the project with any interested person(s). • Because the Planning Commission holds the public hearing, the City Council does not. Minutes are taken and any Correspondence regartling the application will be included in the report to Me City Council. If you wish to have something to be included in the report, lease contact the Planning Staff person named on the notification COMMUNITY DEVELOPMENT DEPARTMENT Planning Division —7700 Market Boulevard CITY OF CHANHASSFN Mailing Address — P.O. Box 147, Chanhassen, MN 55317 Phone: (952) 227-1100 / Fax: (952) 227-1110 to APPLICATION FOR DEVELOPMENT REVIEW Submittal Date: 60-Day Review Date: Section 1: Application Type (check all that apply) (Refer to the appropriate Application Checklist for required submittal information that must accompany this application) PC Date CC Date. ❑ Comprehensive Plan Amendment ......................... $600 ❑ Subdivision (SUB) ❑ Minor MUSA line for failing on -site sewers ..... $100 ❑ Create 3 lots or less........................................$300 0 Conditional El Create over 3 lots.......................$600 + $15 per lot Use Permit (CUP) (-- lots) ❑ Single -Family Residence ................................ $325 ❑ Metes & Bounds (2 lots) .................................. $300 0 All Others.........................................................$425 ❑ Consolidate Lots .............................................. $150 ❑ Interim Use Permit (IUP) ❑ Lot Line Adjustment.........................................$150 ❑ In conjunction with Single -Family Residence.. $325 ❑ Final Plat..........................................................$700 (Includes $450 escrow for attorney costs)' ❑ All Others......................................................... $425 *Additional escrow may be required for other applications Q Rezoning (REZ) through the development contract. ❑ Planned Unit Development (PUD).................. $750 ❑ Vacation of Easements/Right-of-way (VAC)........ $300 0 Minor Amendment to existing PUD................. $100 (Additional recording fees may apply) ❑ All Others......................................................... $500 Variance (VAR).................................................... $200 ❑ Sign Plan Review ................................................... $150 ❑ Wetland Alteration Permit (WAP) ❑✓ Site Plan Review (SPR) ❑ Single -Family Residence ............................... $150 ❑ Administrative..................................................$100 ❑ All Others ....................................................... $275 ❑� Commercial/Industrial Districts*......................$500 Plus $10 per 1,000 square feet of building area: ❑ Zoning Appeal ...................................................... $100 5( 100 thousand square feet) Include ❑ Zoning Ordinance Amendment (ZOA)................. $500 number of existing employees: Include number of new employees: 10 ❑ Residential Districts .................................... $500 NOTE: When multiple applications are processed concurrently, Plus $5 per dwelling unit (_ units) the appropriate fee shall be charged for each application. ❑� Notification Sign (City to install and remove)...................................................................................................................... $200 ❑ Property Owners' List within 500' (City to generate after pre -application meeting) .................................................. $3 per address ( 67 addresses) ❑ Escrow for Recording Documents (check all that apply)....................................................................... $50 per document ❑ Conditional Use Permit ❑ Interim Use Permit ❑ Site Plan Agreement ❑ Vacation ❑ Variance ❑ Wetland Alteration Permit ❑ Metes & Bounds Subdivision (3 docs.) ❑ Easements( easements) ❑ Deeds $1 676 TOTAL FEE: Section 2: Required Information Description of Proposal: Proposed +/-5,100 square foot, single -story, minor automotive repair facility with associated parking lot, utilities, and stormwater management Property Address or Location: Parcel #: 252480030 Total Acreage: 0.80 8941 Crossroads Blvd Legal Description: -ot 3, Block 1, Crossroads of Chanhassen, Carver County, Minnesota Wetlands Present? ❑ Yes ® No Present Zoning: Planned Unit Development (PUD) Present Land Use Designation: Commercial Existing Use of Property: Vacant Land, zoned PUD Requested Zoning: Highway and Business Services District Requested Land Use Designation: Commercial ❑Check box if separate narrative is attached. 0r'/=ail",ri 1 PropertySection 3: APPLICANT OTHER THAN PROPERTY OWNER: In signing this application, I, as applicant, represent to have obtained authorization from the property owner to file this application. I agree to be bound by conditions of approval, subject only to the right to object at the hearings on the application or during the appeal period. If this application has not been signed by the property owner, I have attached separate documentation of full legal capacity to file the application. This application should be processed in my name and I am the party whom the City should contact regarding any matter pertaining to this application. I will keep myself informed of the deadlines for submission of material and the progress of this application. I further understand that additional fees may be charged for consulting fees, feasibility studies, etc. with an estimate prior to any authorization to proceed with the study. I certify that the information and exhibits submitted are true and correct. Name: Kimley-Horn & Associates, Inc. Contact: Christian Jones Address: 767 Eustis St., Suite 100 Phone: (763) 251-1016 City/StatefZip: Saint Paul, MN 55114 Cell: Email: christian.jones@kimley-horn.com Fax: Signature:] Date: 08/14/2020 PROPERTY OWNER: In signing this application, I, as property owner, have full legal capacity to, and hereby do, authorize the filing of this application. I understand that conditions of approval are binding and agree to be bound by those conditions, subject only to the right to object at the hearings or during the appeal periods. I will keep myself informed of the deadlines for submission of material and the progress of this application. I further understand that additional fees may be charged for consulting fees, feasibility studies, etc. with an estimate prior to any authorization to proceed with the study. I certify that the information and exhibits submitted are true and correct. Name: Kraus -Anderson Inc. Contact: Address: 525 S 8th Street Phone: 612-255-2345 City/State/Zip: Minneapolis, MN 55404-1030 Cell: 651-271-1587 Email: D«uFax: Signatur As agent for Kraus Anderson, incBraqerated 8/4/2020 This application must be completed in full and must be accompanied by all information and plans required by applicable City Ordinance provisions. Before filing this application, refer to the appropriate Application Checklist and confer with the Planning Department to determine the specific ordinance and applicable procedural requirements and fees. A determination of completeness of the application shall be made within 15 business days of application submittal. A written notice of application deficiencies shall be mailed to the applicant within 15 business days of application. PROJECT ENGINEER (if applicable) Name: Kimley-Horn & Associates Contact: Christian Jones Address: 767 Eustis St, Suite 100 Phone: (763) 251-1016 City/StatefZip: Saint Paul, MN 55114 Cell: Email: christian.jones@kimley-horn.com Fax: Section 4: Notification Information Who should receive copies of staff reports? *Other Contact Information: ❑ Property Owner Via: ❑ Email ❑ Mailed Paper Copy Name: ❑ Applicant Via: ❑ Email ❑ Mailed Paper Copy Address: 0 Engineer Via: ❑� Email ❑ Mailed Paper Copy City/State/Zip: ❑ Other* Via: ❑ Email ❑ Mailed Paper Copy Email: INSTRUCTIONS TO APPLICANT: Complete all necessary form fields, then select SAVE FORM to save a copy to your device. PRINT FORM and deliver to city along with required documents and payment. SUBMIT FORM to send a digital copy to the city for processing. SAVE FORM PRINT FORM SUBMIT FORM COMTf U V?''Y DEVELOP(�',cNT DEPARTMENT Mailing lsion - . 1. boulevard CITY OF CUMNSEN Mailing Address - P.O. 3u= 'i47. Chanhassen, MN 55317 Phone: (952) 227-1100 / Fax (952) 227-1110 APPLICATION FOR DEVELOPMENT REVIEW SubmIal :iatePC Dace: CC Date: 60-Day Review Date: Section 1: Application Type (check all that apply) (Refer to 'he ap; ?ropoa a Application Checklist for required submittal information that must accompany this application) ❑ Comprehensive Plan Amendment ......................... $600 ❑ Minor MUSA line for failing on -site sewers..... $100 ❑� Conditional Use Permit (CUP) ie-Fa:7ily Res ec ;>...._ ...... S32E [I All Others. .... _... __ ... ....... ................. .$425 ❑ interim Use Permit (IUP) . conjunction with Singfe-Family Residence.. $325 All Others......................................................... $425 ❑ Rezc ,!rig (REZ) Planned Unit Development (PUD)..................$750 ❑ Minor Amendment to existing PUD................. $100 AilOthers ......... -..... ........................................ $500 ❑ Sign Plan Review ................................................... $150 R1 Site P!an Review (SPR) _! Administrative........._....................................$100 n ommerctal/Industrial Dis,ricts'.....................S500 Pius $10 per 1,000 square feet of building area: 5( 100 thousand square feet) •ln:!udenumberofexisiina employees: _ Indude number of new employees: to Residentia! Districts ......................................... $500 n'us $5 per dwelling unit (_ units) ❑d Noti`!:.ation Sign (City to install and remove) .............. ❑ Subdivision (SUB) ❑ Create 3 lots or less ........................................ $300 ❑ Create over 3 lots.......................$600 + $15 per lot blots) Metes & Bounds (2 lots)..................................$300 ❑ Consolidate Lots..............................................$150 ❑ Lot Line Adjustment.........................................$150 ❑ Final Plat..........................................................$700 (Includes $450 escrow for attorney costs)' 'Additional escrow may be required for other applications through the development contract. ❑ Vacation of Easements/Right-of-way (VAC)........ $300 (Additional recording fees may apply) v❑ Variance (VAR) .................................................... $200 ❑ Wetland Alteration Permit (WAP) ❑ Single -Family Residence ............................... $150 ❑ All Others ....................................................... $275 ❑ Zoning Appeal ...................................................... $100 ❑ Zoning Ordinance Amendment (ZOA)................. $500 NOTE: When multiple applications are processed concurrently, the appropriate fee shall be charged for each application. .................................................. $200 ❑v Property Owners' List within 500' (C4 to generate after pre -application meeting)...........67.................................. $3 per address I— addresses) ❑ Escrow for Recording Documents (check all that apply)....................................................................... $50 per document ❑ Conditional Use Permit ❑ Interim Use Permit ❑ Site Plan Agreement ❑ Vacation ❑ Variance ❑ Wetland Alteration Permit ❑ Metes & Bounds Subdivision (3 does.) ❑ Easements ( easements) ❑ Deeds $1,676 TOTAL FEE: Descnpt�on of Proposal: Proposed +/-5,100 square foot, single -story, minor automotive repair facility with associated parking lot, utilities, and stormwater management Property Address or Location: Parcel* 25248003P 8941 Crossroads Blvd !_e^a: nescription: -ot 3. Block 1, Crossroads of Chanhassen, Carver County, Minnesota Total Acreage: 0.8() -_ Wetlands Present? Present Zoning: Planned L'_, Development (PUD) Present Land Use Designat:_-7. Commercial Existing Use of Property. Vacant Land, zoned PUD ❑Check oox if separate narrative is attached. ❑ Yes ® No Requested Zoning: Highway and Business Services District (E Requested Land Use Designation: Commercial Section 3: property Owner an&Applicant Infor I " - APPLICANT OTHER THAN PROPERTY OWNER: In signing this application, 1, as applicant. represent to have obtained authorization from the property owner to file this application. I agree to be bound by conditions of approval. subject only to the right to object at the hearings on the application or during the appeal period. If this application has not been signed by the property owner, I have attached separate documentation of full legal capacity to file the application. This application should be processed in my name and I am the party whom the City should contact regarding any matter pertaining to this application. I will keep myself informed of the deadlines for submission of material and the progress of this application. I further understand that additional fees may be charged for consulting fees, feasibility studies, etc. with an estimate prior to any authorization to proceed with the study. I certify that the information and exhibits submitted are true and correct. Name: Kimley-Hom & Associates, Inc. Contact: Christian Jones Address: 767 Eustis St., Suite 100 Phone: (763) 251-1016 City/State/Zip: Saint Paul, MN 55114 Ceil: Email: chdstian.jones@kimley-hom.com Fax: Signature: Date: 08!1412020 PROPERTY OWNER: In signing this application, I, as property owner, have full !egal capacity to, and hereby do, authorize the filing of this application. I understand that conditions of approval are binding and agree to be bound by those conditions, subject only to the right to object at the hearings or during the appeal periods. I will keep myself informed of the deadlines for submission of material and the progress of this application. I further understand that additional fees may be charged for consulting fees, feasibility studies, etc. with an estimate prior to any authorization to proceed with the study. I certify that the information and exhibits submitted are true and correct. Name: Kraus -Anderson Inc. Contact: Address: 525 S 8th Street Phone: 612-255-?345 City/State1zip: Minneapolis, MN 55404-1030 Cell: 651-271-1567 Email: =o uftM by Fax: As agent for Kraus incBraerated 8/4/2020 This application must be completed in full and must be accompanied by all information and plans required by applicable City Ordinance provisions. Before filing this application, refer to the appropriate Application Checklist and confer with the Planning Department to determine the specific ordinance and applicable procedural requirements and fees. A determination of completeness of the application shall be made within 15 business days of application submittal. A written notice of application deficiencies shall be mailed to the applicant within 15 business days of application. PROJECT ENGINEER (if applicable) Name: Kimley-Hom & Associates Address: City/State/Zip: Email: 767 Eustis St, Suite 100 Saint Paul, MN 55114 christian.jones@kimley-hom.com Contact: C`,Istian Jo -.es Phone: (763) 2-,-- Cell: Fax: Section 4: Notification Information Who should receive copies of staff reports? *Other Contact Information: p ❑ Property Owner Via: ❑ Email ❑ Mailed Paper Copy Name: 9`yR ❑ Applicant Via: []Email ❑ Mailed Paper Copy Address: _ [D Engineer Via: ❑� Email ❑ Mailed Paper Copy City/State/Zip: ❑ Other* Via: ❑ Email ❑ Mailed Paper Copy Email: INSTRUCTIONS TO APPLICANT: Complete all necessary form fields, then select SAVE FORM to s opy to your device. PRINT FORM and deliver to city along with required documents and payment. SUBMIT FORM . -end a digital copy to the city for processing. SAVE FORM PRINT FORM M Christian Bros. Automotive, 8941 Crossroads Blvd., Planning Case No. 2020-21 (SAJ) $0.00 Consolidate Lots $425.00 Conditional Use Permit (CUP) $100.00 Rezoning (REZ) $550.00 Site Plan Review (SPR) + $10 per 1000 sf of building area $0.00 Lot Line Adjustment $0.00 Subdivision ($600 + $15 per lot) $0.00 Vacation $201.00 Property Owners List ($3.00 x 67) $200.00 Variance $200.00 Notification Sign $0.00 Deeds $0.00 Attorney's Fees $0.00 Recording Fees $1,676.00 TOTAL $1,676.00 Ck #216798157 from Kimley-Horn & Assoc., Inc. $0.00 Balance Owed $0.00 Adjustment PLANNING COMMISSION STAFF REPORT Tuesday, December 1, 2020 Subject Consider a Request for an Amendment to the Chanhassen Gateway PUD, Modification to PUD- Specific Design Features, and Amendment to Crossroads of Chanhassen Site Plan with Variances for Construction of a 5,100 SF Automotive Repair Shop Located at 8941 Crossroads Boulevard Section I PUBLIC HEARINGS Item No: C.1. Prepared By Shamteet AI-Jaff, Senior Planner File No: Planning Case No. 2020-21 PROPOSED MOTION - "'he Chanhassen Plamumg Commission mwmnetds the City Council approve the site plan consisting of a 5,100 square -foot automotive repair slop, Planning Case 2020-21 as shown in plans dated received October 30, 2020, including the attached Findings ofFactand Recanniendation, subject to conditions:' SUMMARY OF gFpUEST Planned Unit Development amendment to allow auto repair facilities, amendments to design standards and a site plan for the construction of a 5,100 square -foot automotive repair shop (Christian Brodnes Automotive). APPrAtrr Kirnley-Horn & Assoc., Inc. Christian Jones 767 Eustis Street, Suite 100 St. Paul, MN 55114 Chtistian.Jones kfinley-hom.com 763-251-1016 PRESENT ZONING: Planed Unit Development Mixed Use - PUD, Muted Use LAND USE: Muted Use ACREAGE: 0.79 acres DENSITY: NA APPLICATION REGU ATION Chapter 20, Article II, Division 2, Amendments Chapter 20, Article M Division 6, Site Plan Review Chapter 20, Article VII, Planned Unit Development District Chapter 20, Article 3DalL Division 7, Design Standards for Commercial, hdBft* and Office Institutional Developments The Lard Use Plan designates areas around the TH 101 /fH 212 interchange as Mixed Use. This category has been established to accommodate either commercial or high -density residential developments. The high -density category, which includes units wilh a maximum net density of 16.0 tails per acre, accommodates apartments and higher density condominium units, but would also permit the development of townhome-type units. The commercial use is intended to support or complement high -density residential development. Commercial uses may include convenience grocery stores, daycare facilities, etc., or those uses that meet the daily needs of the residents. The Planned Unit Development governing this development needs to be amended and standards for the use developed in order for the site plan to be considered and approved. PAKKIMimmejam Chanhassen Planning Commission recommends the City Council approve the site plan consisting of a 5,100 square -foot automotive repair shop, Planning Case 2020-21 as shown in plans dated received October 30, 2020, including the attached Findings ofFact and Recommendation, subject to conditions." 0 Staff Report o Findings of Fact and Recommendation - Approval 0 Findings of Fact and Recommendation - Denial 0 Ordnance Amerdirtent 0 Development Review Application o Narrative a Landscaping Plans 0 Letter from Riley Purgatory Bluff Creek Watershed District o Letter from Carver County o Ernail from Nancy Smith 0 Email from JeffErpeldvug 0 Letter from MnDOT 0 Affd"ofMailcug 0 Memo from Applicant dated October 30, 2020 o Architectural Plans 0 Civil Plans 0 Overall Development 0 Colored Site Plan 0 Stormwater Report 0 Signage Plan 0 Architectural Design Letter dated October 23, 2020 0 Photometrics and Lighting Plan 0 Colored Renderings 0 Colored Exterior Elevations CITY OF CHANHASSEN PROPOSED MOTION: PC DATE: December 1, 2020 CC DATE: December 14, 2021 REVIEW DEADLINE: Waived CASE #: 2020-21 BY: SJ, ET, EH, MU, DJ, JS "The Chanhassen Planning Commission recommends the City Council approve the site plan consisting of a 5,100 square -foot automotive repair shop, and Planned Unit Development amendment for Chanhassen Gateway allowing Automotive Repair shops with standards, Planning Case 2020-21 as shown in plans dated received October 30, 2020, including the attached Findings of Fact and Recommendation, subject to conditions." (Note: A motion for denial and appropriate Findings of Fact are also included at the end of the report.) SUMMARY OF REQUEST: Planned Unit Development amendment to allow auto repair facilities, amendments to design standards and a site plan for the construction of a 5,100 square foot automotive repair shop (Christian Brothers Automotive). LOCATION: SE of Crossroads Boulevard, 8941 Crossroads Boulevard (Lot 3, Block 1, Crossroads of Chanhassen) APPLICANT: PROPERTY OWNER: Kimley-Horn & Assoc., Inc. Kraus -Anderson Inc. Christian Jones Chrystal Seelhammer 767 Eustis Street, Suite 100 525 S.8"' Street St. Paul, MN 55114 Minneapolis, MN 55404-1030 Christian.Jonesftimley-hom.com chrystal.seelhammerakrausanderson.com 763-251-1016 612-255-2345 PRESENT ZONING: Planned Unit Development, Mixed Use - PUD, Mixed Use 2040 LAND USE PLAN: Mixed Use ACREAGE: 0.79 acres DENSITY: N/A LEVEL OF CITY DISCRETION IN DECISION -MAKING: The City has a relatively high level of discretion in approving amendments to PUDs because the City is acting in its legislative or policy -making capacity. A PUD amendment 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. Notice of this public hearing has been mailed to all property owners within 500 feet. Christian Brothers Automotive Planning Case No. 2020-21 December 1, 2020 Page 2 PROPOSAL/SUMMARY The request consists of two applications to facilitate the construction of an automotive facility. The request includes a Planned Unit Development amendment to existing standards, and Site Plan Approval for a 5,100 square foot automotive facility. The site is located southeast of Crossroads Boulevard. Access to the site will be gained off of Crossroads Boulevard. The site is zoned Planned Unit Development - Mixed Use. The following is a summary of the requests: 1. Planned Unit Development Amendment: The first request is to amend the permitted uses section to allow automotive repair shops. 2. Site Plan: The second request is for a site plan to construct a 5,100 square foot automotive repair shop. This use is not permitted under the PUD ordinance governing the site. If the requested amendment is not approved, the request for the site plan cannot proceed. The total permitted site coverage is 70 percent. The proposed development has a total hard coverage area of 43.8%. The design of the building is attractive and is proposed to be constructed of high -quality materials which include brick, concrete block and EIFS. The design of the building is harmonious with the surrounding buildings. Approval of this site plan is contingent upon amending the planned unit development to allow the use of automotive repair shops. Parking and nine garage doors have been screened properly. Access to the site is provided via internal curb cuts off of Crossroads Boulevard. Christian Brothers Automotive Planning Case No. 2020-21 December 1, 2020 Page 3 APPLICABLE REGULATIONS Chapter 20, Article 11, Division 2, Amendments Chapter 20, Article II, Division 6, Site Plan Review Chapter 20, Article VII, Planned Unit Development District Chapter 20, Article XXIII, Division 7, Design Standards for Commercial, Industrial, and Office - Institutional Developments BACKGROUND The Land Use Plan designates areas around the TH 101 fM 212 interchange as Mixed Use. This category has been established to accommodate either commercial or high -density residential developments. The high -density category, which includes units with a maximum net density of 16.0 units per acre, accommodates apartments and higher density condominium units, but would also permit the development of townhome-type units. The commercial use is intended to support or complement high -density residential development. Commercial uses may include convenience grocery stores, daycare facilities, etc., or those uses that meet the daily needs of the residents. The Planned Unit Development governing this development needs to be amended and standards for the use developed in order for the site plan to be considered and approved. Christian Brothers Automotive Planning Case No. 2020-21 December 1, 2020 Page 4 Concept Plan On January 4, 2005, the Planning Commission reviewed and approved the Concept PUD for the site (not to be confused with site plan approval). This plan was later approved by City Council on January 24, 2005. This final concept layout reflected a residential component within the areas located north and south of Lake Susan Drive with the highest density concentration facing Highway 101. ;hway Plane w/Site Layout North Site Loeation Realigned Highway 101 Net, Higlmar 212 Pmposed Ligiued Lueueation Fume Southw t Aietm Transit 510600 SOYt11 Ste L"Otion Ly i B.t .d & Higimat 101 hfll hange The portion of the site located south of Highway 212 consisted of a mix of commercial and residential uses. In that instance, the residential part encompassed the western portion of the site while the commercial part occupied the remainder of the site, and faced Highways 101, 212, and Lyman Boulevard. South Site Christian Brothers Automotive Planning Case No. 2020-21 December 1, 2020 Page 5 Development Plan On June 27, 2005, the City Council approved rezoning the property from Residential Single Family to Planned Unit Development -Mixed Use and adopted the Planned Unit Development ordinance that regulated and set standards for the development ofthis site including permitted uses, landscaping, setbacks, signage, building materials, architectural standards, parking, etc. On February 27, 2006, the Chanhassen City Council approved a site plan for the construction of a three-story multi -family building containing 48 units, located northwest of the intersection of Highways 212/101 (north site). On January 24, 2008, the City requested the vacation of right-of-way along old Trunk Highway 101. A portion of the old highway occupies the westerly portion of the site. Development of the westerly portion of the site is contingent upon Minnesota Department of Transportation vacating the right-of-way. Amended Development Plan On March 10, 2008, the Chanhassen City Council approved the following: • Planned Unit Development amendment clarifying setbacks, signage, and retail building size. • Variance request to allow a 20-foot setback from Lyman Boulevard and a 20-foot setback from Highway 101. • Preliminary plat for Planning Case 2008-01 for Crossroads of Chanhassen. • Seven site plans consisting of a 5,300 square -foot convenience store with gas pumps and a 2,805 square -foot car wash (Building 4A), a multi -tenant building with an area of 11,000 square feet (Building 4B), a two-story multi - tenant building with a first floor area of 13,800 square feet and second floor area of 15,000 square feet (Building 4C), a one-story retail I- :IA CROSSROADS Or CH ASSGN, L ui dmg with an area of 8,000 square feet (Building 4D), a 5,000 square -foot bank with drive-thru window (Building 4E), a 3,400 square -foot retail building (Building 4F), and a 10,000 square -foot Deli and Liquor Store (Building 4G). Christian Brothers Automotive Planning Case No. 2020-21 December 1, 2020 Page 6 On April 28, 2008, the City Council approved a final plat to subdivide 14.9 acres into three lots and one outlot - Crossroads of Chanhassen. On July 14, 2008, the Chanhassen City Council granted final plat approval for Crossroads of Chanhassen 2nd Addition creating two lots and one outlot for the area of the development that is being reviewed as part of the development proposal for the daycare. That plat was never recorded. Z�1 *y up 4F MRdHIHiI1Ni1 u J As part of the submittal, staff directed the applicant to conduct a traffic study to evaluate the trip generation and circulation of the site along with the impact to the intersection of Lyman Boulevard and Highway 101. A traffic study was performed by the applicant's engineer and reviewed by the City's traffic consultant. Internally, the site has acceptable circulation. The only external site issue that was discovered is at the intersection of Lyman Boulevard and Crossroads Boulevard. Access spacing guidelines for Carver County do not allow a signal at this intersection. The possibility exists that the County could someday switch the access to Crossroads Boulevard to a right-in/right-out or block some of the turning movements. On March 26, 2012, the Chanhassen City Council approved a Planned Unit Development amendment to the existing standards; Preliminary and Final Plat to subdivide 6.15 acres into one lot and one outlot (Crossroads of Chanhassen 2nd Addition); and Site Plan Approval for construction of a daycare facility (Primrose of Chanhassen). This request combined Buildings 4F and 4G into a single building. Christian Brothers Automotive Planning Case No. 2020-21 December 1, 2020 Page 7 In order to provide a better understanding of the overall development, staff will first review the site plan component, which in turn leads to the PUD amendment. The building must comply with the Development Design Standards for Chanhassen Gateway. A PUD is required to be developed to a higher quality than other projects. Site coverage is averaged over the entire development. This is permitted under the PUD ordinance (Section 20-505(e)). The total permitted site coverage is 70 percent. The proposed development has a total hard coverage area of 43.8%. The design of the 5,100 square foot building is attractive and is proposed to be constructed of high quality materials. They include brick, EIFS accents, rough -face block, awnings, and glass. All elevations that can be viewed by the public have received equal attention. Shared parking is centrally located on the site. It is buffered from views by buildings and landscaping. Staff had multiple conversations with the applicant and explained that the proposed building should be unique yet be harmonious and complement the buildings on the block. The proposed design of the building, as well as the materials used, fit and complement existing structures. All 9 garage doors and parking lot are properly screened. Complimentary design elements include parapet walls, pronounced entryway and awnings around the windows to soften the look of the building. Christian Brothers Automotive Planning Case No. 2020-21 December 1, 2020 Page S Below is a colored rendering with the proposed materials which will make the building architecturally a fitting element of the overall development. �"U M MAs 'CitAW Christian Brothers Automotive Planning Case No. 2020-21 December 1, 2020 Page 9 Parking is proposed along the southeast half of the site. Buffering/screening of the parking and the garage doors will be discussed in the Landscaping section of this report. The applicant is proposing a bench at the entrance of the building. The structure is proposed to be located on Lot 3, Bbck 1, Crossoads of Chanhassen. i LErEW R � , 1 / u 11 11 a 11 a� II m WX QO I O w U II p II u I• - II I One monument sign is proposed along the northwest comer of the site. The sign must meet all sign ordinance requirements. 4 Christian Brothers Automotive Planning Case No. 2020-21 December 1, 2020 Page 10 The ordinance regulating this development limits signage to two elevations per building. The size of the individual letters may not exceed 30 inches and the sign must comply with ordinance. Wall signs are proposed above the three middle garage doors and the rear of the building. All signage (Monument and Wall signs) shall use individual dimension letters, at least one-half inch deep. The logo may not exceed 30% of the total sign area. All buildings within the development of Crossroads of Chanhassen must maintain a 20- foot setback from the right-of-way. To continue the vernacular perspective, the applicant will maintain this setback. Christian Brothers Automotive Planning Case No. 2020-21 December 1, 2020 Page 1 I The applicant has submitted a lighting and photometric plan. Light levels for site lighting shall be no more than one-half foot candle at the project perimeter property line. This does not apply to street lighting. All light fixtures must be consistent with the approved lighting plans. Staff is recommending that the lights be consistent with the approved fixtures in the development. Parking lot light fixtures may be 25 feet tall. All fixtures must be shielded. The ordinance requires auto repair shops to provide one parking space per 500 square feet of gross floor area. The entire Crossroads PUD shares parking spaces. The total required for the entire development is 247. The total proposed including the subject site is 278. ARCHITECTURAL COMPLIANCE Size. Portion and Placement Entries: The building has a pronounced entrance. Articulation: The building is part of a PUD. The buildings are intended to complement each other. The proposed building blends in and complements the architecture of the surrounding structures. It has unique features. All garage doors, parking and trash enclosure are properly screened. Signs: All signage must meet the sign criteria in the Planned Unit Development Design Standards for Chanhassen Gateway. Christian Brothers Automotive Planning Case No. 2020-21 December 1, 2020 Page 12 Material and Detail High quality materials are being used on the building. Color The colors chosen for the building are earth tones. All materials are highly compatible with the existing buildings. Heieht and Roof Desien The maximum building height in this PUD varies based on the use. The building meets the minimum set in the ordinance. The roofline is staggered, complements and is harmonious with the surrounding buildings. All rooftop equipment must be screened from views. Facade Transparency All facades viewed by the public contain more than 50 percent windows and/or doors except the southwest elevation. It is however properly screened. LoadinQAreas. Refuse Areas, Etc. The trash enclosure is located along the northeast comer of Lot 3, Block 1. The exterior material must be of the same exterior material as the building. Recycling space and other solid waste collection space should be contained within the same enclosure. SITE PLAN FINDINGS In evaluating a site plan and building plan, the City shall consider the development's compliance with the following: (1) Consistency 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; (2) Consistency with this division; (3) Preservation of 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 areas; (4) Creation of 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; M Christian Brothers Automotive Planning Case No.2020-21 December 1, 2020 Page 13 (5) Creation of 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. (6) Protection of 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. Finding: The proposed development creates a harmonious relationship with existing and future buildings. It does provide a compatible visual relationship. Approval of this building is contingent upon approval of the permitted uses of the Planned Unit Development ordinance to allow auto repair shops with standards. Allow an Auto Repair Shon: The language in the PUD currently does not permit any type of auto repair facilities. Staff has been working with the applicant and has had numerous discussions to prepare a plan that can meet the intent of the ordinance. The proposed location is the farthest from any residential development but staff still has concerns. This type of establishment can generate loud noises from power tools. In the summer, all garage doors remain open and the sound can carry to surrounding areas. Should the City approve this amendment, staff recommends adding the following language under permitted uses: • Automotive Repair Shop on Lot 3, Block 1, with the following standards: o No unlicensed or inoperable vehicles shall be stored on -premises except in appropriately designed and screened storage areas. o All repair, assembly, disassembly and maintenance of vehicles shall occur Christian Brothers Automotive Planning Case No. 2020-21 December 1, 2020 Page 14 with closed building except minor maintenance including, but not limited to, tire inflation, addition oil and wiper replacement. o No public address system. o No sales, storage or display of used automobiles or other vehicles such as motorcycles, snowmobiles, or all -terrain vehicles. o Disposal of vehicle fluids shall comply with PCA regulations. o Facilities for the collection of waste oil must be provided. o All service/garage doors shall be screened. o The building architecture shall complement surrounding buildings. The Zoning Ordinance directs the Planning Commission to consider six (6) possible adverse effects of the proposed amendment. The six (6) effects and our findings regarding them are: a) The proposed action has been considered in relation to the specific policies and provisions of and has been found to be consistent with the official City Comprehensive Plan. FAUJi4 The site is guided Mixed Use (residential and neighborhood commercial). An auto repair shop can provide some convenience to neighboring properties. b) The proposed use is or will be compatible with the present and future land uses of the area. Finding: The proposed use can generate noise. The design and architecture of the proposed building is compatible with the surrounding buildings (design standards, landscaping, architecture, etc.). c) The proposed use conforms with all performance standards contained in the Zoning Ordinance. EWAj= The proposed use will conform with all performance standards contained in the Zoning Ordinance such as design standards, signage, durable materials, uses, etc. d) The proposed use will not tend to or actually depreciate the area in which it is proposed. Finding: The proposed use is intended to meet the daily needs of the area. It could potentially add convenience to the homeowners in the area. e) The proposed use can be accommodated with existing public services and will not overburden the City's service capacity. Christian Brothers Automotive Planning Case No. 2020-21 December 1, 2020 Page 15 Finding: The site is located within the Municipal Urban Service Area. The proposed use can be accommodated with existing public services and will not overburden the City's service capacity. 0 Traffic generation by the proposed use is within capabilities of streets serving the property. Fines Traffic generation by the proposed use is within capabilities of streets serving the property. ACCESS Vehicular access to the site was originally provided from Crossroads Boulevard, a public street designed and built to Municipal State Aid Standards, during the construction of the original build -out of Crossroads of Chanhassen in 2008. The applicant is proposing to remove and restore the single access from Crossroads Boulevard in order to facilitate the proposed site plan layout. The removal and restoration of the original access will be required to meet the City's Standard Specifications and Detail Plates and will require a traffic control plan for review and approval prior to commencement of construction activities on -site. The applicant is proposing that the building be located at the western edge of the site, angled parallel to Crossroads Boulevard, with the customer facing side of the building internal to the development, with parking located directly east of the building. With the proposed layout, vehicular access will be had from two driveways connected by the internal, private roads of the Crossroads of Chanhassen to the north and south of the site (see image below). Christian Brothers Automotive Planning Case No. 2020-21 December 1, 2020 Page 16 The south driveway appears to propose no extraordinary issues, however, the north driveway entrance may negatively impact vehicular traffic on Crossroads Boulevard due to the spacing from the intersection with Crossroads Boulevard. The applicant was required to provide analysis that the proposed north driveway location is adequately spaced as to not create adverse impacts to Crossroads Boulevard and that the largest design vehicle accessing the site could turn into the north driveway access from Crossroads Boulevard (from both northbound and southbound movements). The provided analysis proved the north access feasible. Crossroads Boulevard intersections with Lyman Boulevard, a Carver County road, and Highway 101, which is governed by MnDOT. Plans were provided to both parties for review, and any applicable comments and conditions set by Carver County and MnDOT must be addressed. The applicant will be required to provide a brief traffic memo identifying changes to the PUD trip generation levels, traffic patterns, and impacts to the County and MnDOT intersections compared to the original PUD plan and traffic study as the site was not analyzed based on the intended use (previous trip generations were based on a drive-thru bank). EASEMENTS A 10-foot public drainage and utility easement along the western portion of the property was recorded with the original plat from 2008 for Crossroads of Chanhassen. As all utilities and Christian Brothers Automotive Planning Case No. 2020-21 December 1, 2020 Page 17 roads within the development are privately owned and maintained and covered under cross access agreements or private easements, no additional public easements are required from the proposed site plan. It is recommended that the applicant verify that all private easements and cross access agreements and their subsequent conditions are adhered to prior to construction. GRADING The first phase of the Crossroads of Chanhassen PUD completed mass grading of the site to achieve the relative elevations required for the site to be built -out. As such, the applicant is not proposing mass grading or major alterations to existing elevations of the site. However, as improvements are installed (underground and surface stormwater facilities, installation of utilities, paving and construction of parking areas, building pads, etc.) the site will expose soils and will be required to meet all erosion control measures as addressed under "Drainage and Erosion Control' of this report. DRAINAGE AND EROSION CONTROL The proposed development will exceed 5,000 square feet of land area disturbance, and as such, will require an erosion and sediment control plan submitted to the City. This shall be a stand along document that includes all required information listed in Chapter 19-145(a)(2) of the Chanhassen City Code. The applicant appears to have provided a sufficient erosion and sediment control plan, with minor amendments required. All erosion control shall be installed and inspected prior to initiation of site grading activities. The proposed erosion control measures and BMPs appear adequate. However, if at any time during the construction of the site prior to final stabilization, these measures are found to be inadequate, additional BMPs will be required to meet the NPDES permit. All exposed soil areas shall have temporary erosion protection or permanent cover year round. In the event that dewatering is needed, the city inspector shall be contacted prior to any dewatering activities. STORMWATER MANAGEMENT The proposed development consists of a new automotive repair building, parking lot, associated utilities, and an underground and surface stormwater management BMPs. The 0.80-acre site is subject to the requirements of the Riley Purgatory Bluff Creek Watershed District (RPBCWD). The existing site consists of a vacant grass area with slopes of 1 % to 4% encompassing much of the site. Prior to the proposed development, stormwater from the northeastern portion of the site flows to an existing inlet to the north of the site along an internal road for the overall development and is conveyed to the public storm sewer system. The western and northwestern portion of the site flows west to Crossroads Boulevard, a paved public street. Stormwater from the eastern and southern portion of the site flows to an existing area drain inlet on the south portion of the site and connects to the existing underground stormwater system. After development, site improvements will maintain existing drainage patterns. Stormwater runoff from a portion of the roof and a majority of the paved parking surface will discharge to a proposed underground stormwater infiltration system, noted on the plans as BMP #2. The Christian Brothers Automotive Planning Case No. 2020-21 December 1, 2020 Page 18 underground stormwater infiltration system is proposed to be perforated 36" pipe. Overflow from this BMP is routed to the existing underground storm sewer network. Stormwater runoff from the western portion of the roof will discharge to an infiltration basin, noted on the plans as BMP #1, on the west side of the proposed building. Overflow from this BMP is routed to an existing catch basin within Crossroads Boulevard. These BMPs appear to be adequate to treat stormwater runoff from the site. All stormwater from the site eventually runs to MnDOTs BraeBurn Pond, which was constructed with the off ramp of Highway 212. The applicant has evaluated that the impervious surface from this site will not inundate or negatively impact the downstream MnDOT facility based on new rainfall requirements (TP-40 vs NOAA Atlas 14). Article VII, Chapter 19 of City Code describes the required stormwater 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 runoff and water quality treatment resulting in the removal of 90% total suspended solids (TSS) and 60% total phosphorous (TP). In addition, the project will need a permit from the Riley Purgatory Bluff Creek Watershed District prior to beginning construction activities. The RPBCWD provided a memorandum outlining the need for a permit and listed potential District rules that this project might meet. These rules are not considered exhaustive of all potential RPBCWD rules or provisions that may apply. The City encourages the applicant to work directly with RPBCWD to obtain the necessary approvals and permit. UTILITIES (SANITARY/WATER The developer of the Crossroads of Chanhassen installed private sanitary sewer and water main throughout the development during the 2008 build -out of the PUD, and the proposed site has adequate sanitary and water services which will be had from these private utility extensions. The applicant is proposing to abandon an existing water service stub located near the southwest comer and southeast corner of the site. These service laterals were installed with the Crossroads of Chanhassen and the proposed abandonment appears to be due to the proposed site layout. Abandonment of the existing water services shall meet the City's Standard Specifications and Detail Plates (Specifications). The applicant is proposing to service the site with 1" PVC water service and a 6" PVC sanitary sewer service to be connected directly to the existing 8" stub. As required by Ordinance, the subject development is required to pay sanitary sewer and water hookup charges. These fees are based on the number of SAC units assigned by the Met Council and are due at the time of building permit issuance. The 2020 rates are $2,302.00/unit and $7,974.00/unit for sanitary sewer and water, respectively. LANDSCAPING AND TREE PRESERVATION Minimum requirements for landscaping at the proposed development include 1,484 sq. ft. of landscaped area around the parking lot, 3 landscape islands or peninsulas, and 6 trees for the Christian Brothers Automotive Planning Case No. 2020-21 December 1, 2020 Page 19 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 1,484 s . ft. 1,484 s . ft. Trees/parking lot 6 trees 6 trees Islands or peninsulas/parking3 lot islands/peninsulas 3 islands/peninsulas The applicant meets minimum requirements for landscaping. The applicant has proposed screening for the garage doors or parking spaces. Adequate screening of this area is provided by evergreen shrubs along the eastern property line. Boulevard trees are required along Crossroads Boulevard every 30 feet. The applicant has proposed additional trees to meet the current spacing of existing trees. The applicant is protecting seven existing trees on site. These trees will be covered by the same standards as the proposed landscaping and will require replacement if damaged or dead upon inspection. Compliance Table Boundary Building/Parking Setbacks Proposed feet Lyman Boulevard 20/20 NA Highway 101 North of Highway 212 50/50 NA Highway 101 South of Highway 212 20/20 NA Highway 212 50 50 NA Northerly Project Property Line 50/20 NA Westerly Project Pro Line 50/20 NA Internal Project property lines 0/0 N 20' E 70' S 37' W20' Internal Right -of -Way (Crossroads 20/20 20/20 Boulevard Hard Surface Covera e-Residential 50% NA Commercial and Office Hard Surface 70% 68.1%. Coverage Maximum Commercial (Retail) 1 story 1 Story Building/Structure Height Maximum Utlice Building/Structure 2 stones NA HeiRht Maximum Residential Building/Structure 35 or 3 stories, whichever NA Height is less Christian Brothers Automotive Planning Case No. 2020-21 December 1, 2020 Page 20 Alternative 1: The Planning Commission recommends approval of. "The Planning Commission recommends the City Council approve the Planned Unit Development amendment in the attached ordinance for Chanhassen Gateway allowing Automotive Repair shops with the following standards: "Automotive Repair Shop on Lot 3, Block 1, with the following standards: o No unlicensed or inoperable vehicles shall be stored on -premises except in appropriately designed and screened storage areas. o All repair, assembly, disassembly and maintenance of vehicles shall occur within closed building except minor maintenance including, but not limited to, tire inflation, adding oil and wiper replacement. o No public address system. o No sales, storage or display of used automobiles or other vehicles such as motorcycles, snowmobiles, or all -terrain vehicles. o Disposal of vehicle fluids shall comply with PCA regulations. o Facilities for the collection of waste oil must be provided. o All servicelgarage doors shall be screened. o The building architecture shall complement surrounding buildings." "The Planning Commission recommends the City Council approve the site plan consisting of a 5,100 square -foot automotive repair shop, Planning Case 2020-21 as shown in plans dated received October 30, 2020, including the attached Findings ofFact and Recommendation, subject to the following conditions: Environmental Resources Conditions: All existing trees on site to be saved during construction shall be protected at all times by tree preservation fencing. Trees that are damaged or dead will be replaced. Engineerine: 1. The applicant shall provide a traffic control plan for review and approval for the removal and restoration of the original access had from Crossroads Boulevard prior to commencement of construction activities on -site. 2. The applicant shall pay the appropriate sanitary sewer and water trunk hook-up fees at the time of building permit issuance. These fees are based on the number of SAC units Christian Brothers Automotive Planning Case No. 2020-21 December 1, 2020 Page 21 assigned by the Met Council and are due at the time of building permit issuance. The 2020 rates are $2,302.00/unit and $7,974.00/unit for sanitary sewer and water, respectively. 3. Prior to commencement of any construction activities, a copy of all required permits from the appropriate regulatory agencies shall be provided to the City which shall include, but is not limited to: the Minnesota Department of Health, the Minnesota Department of Transportation, the Metropolitan Council Environmental Services, the Minnesota Pollution Control Agency, Riley Purgatory Bluff Creek Watershed, etc. Water Resources: 1. The applicant has provided an erosion and sediment control plan as required by Chapter 19-145 of the City Code. The applicant shall update the plans to include the City's Water Resources Coordinator as the contact on the plans (Matt Unmacht, Water Resources Coordinator, 952-227-1168). 2. The applicant shall evaluate and analyze that the impervious surface from this site will not inundate or negatively impact the downstream MnDOT facility based on new rainfall requirements (TP-40 vs NOAA Atlas 14). This analysis must be provided to the City under separate cover. Planning: 1. Approval of the site plan shall be contingent upon approval of the Planned Unit Development amendment to allow Automotive Repair shops. 2. All rooftop and ground equipment must be screened from views. 3. Sign illumination and design shall comply with ordinance. 4. The exterior material for the trash enclosure must be of the same exterior material as the building. Recycling space and other solid waste collection space should be contained within the same enclosure. 5. The monument sign may not exceed 24 square feet in area nor be higher than five feet. The sign shall be located 10 feet from the property line. A sign permit is required before construction of the sign. 6. Sign illumination and design shall comply with ordinance. 7. Recycling space and other solid waste collection space should be contained within the same enclosure as the trash. 8. Any prior approvals for a bank building on the subject site shall be null and void. 9. No unlicensed or inoperable vehicles shall be stored on -premises except in appropriately designed and screened storage areas. Christian Brothers Automotive Planning Case No. 2020-21 December 1, 2020 Page 22 10. All repair, assembly, disassembly and maintenance of vehicles shall occur within closed building except minor maintenance including, but not limited to, tire inflation, adding oil and wiper replacement. 11.No public address system. 12. No sales, storage or display of used automobiles or other vehicles such as motorcycles, snowmobiles, or all -terrain vehicles. 13. Disposal of vehicle fluids shall comply with PCA regulations. 14. Facilities for the collection of waste oil must be provided. 15.All service/garage doors shall be screened. Alternative 2: The Planning Commission recommends denial of the Planned Unit Development Amendment to allow an Automotive Repair Shop and denial of a site plan consisting of a 5,100 square -foot automotive repair shop, Planning Case 2020-21 as shown in plans dated received October 30, 2020, and including the attached Findings of Fact and Recommendation. 1. Findings of Fact and Recommendation — Approval 2. Findings of Fact and Recommendation — Denial 3. Ordinance Amendment 4. Application and Narrative 5. Reduced Copy of Plans dated "Received October 30, 2020" 6. Landscaping Plans 7. Letter from Riley Purgatory Watershed District dated September 12, 2020 8. Letter from Carver County Public Works dated September 25, 2020 9. E-mail from Ms. Nancy Smith dated September 28, 2020 10. E-mail from Mr. Jeff Erpelding dated September 17, 2020 11. Letter from MnDOT 12. Public Hearing Notice and Affidavit of Mailing g:\plan\2020 planning ceses\20-21 8941 crossroads blvd (ctuisban bros aulomotive)Uevised dM=ems 10-30-20\slaff report decemba 1, pc.doc CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA FINDINGS OF FACT AND RECOMMENDATION (APPROVAL) IN RE: Application of Kimley-Horn & Assoc. Inc. for the following: 1. Planned Unit Development Amendment to the existing standards — Chanhassen Gateway. 2. Site Plan Review for the construction of a 5,100 square foot Automotive Repair Shop (Building 4E). On December 1, 2020, the Chanhassen Planning Commission met at its regularly scheduled meeting to consider the application of Kimley-Hom & Assoc. Inc. for a Planned Unit Development Amendment and Site Plan Review (Planning Case 2020-21). The Planning Commission conducted a public hearing on the proposed Site Plan and Planned Unit Development Amendment preceded by published and mailed notice. The Planning Commission heard testimony from all interested persons wishing to speak and now makes the following: FINDINGS OF FACT I. The property is currently zoned Planned Unit Development -Mixed Use, PUD-Mixed Use. 2. The property is guided in the Land Use Plan for Mixed Use. 3. The legal description of the property is Lot 3, Block 1, Crossroads of Chanhassen. 4. The Zoning Ordinance directs the Planning Commission to consider six (6) possible adverse effects of the proposed amendment. The six (6) effects and our findings regarding them are: a) The proposed action has been considered in relation to the specific policies and provisions of and has been found to be consistent with the official City Comprehensive Plan. Finding: The site is guided mixed use (residential and neighborhood commercial). An Automotive Repair Shop will add a convenience to the area. The architectural design of the structure complements and blends well with surrounding buildings. b) The proposed use is or will be compatible with the present and future land uses of the area. Finding: The proposed use is and will be compatible with the present and future land uses Of the area through the implementation of the design standards, landscaping, architecture, etc. c) The proposed use conforms to all performance standards contained in the Zoning Ordinance. Finding: The proposed use will conform to all performance standards contained in the Zoning Ordinance such as design standards, signage, durable materials, uses, etc. d) The proposed use will not tend to or actually depreciate the area in which it is proposed. Finding : The proposed use is intended to meet the daily needs of the area. It could potentially add convenience to the homeowners in the area. e) The proposed use can be accommodated with existing public services and will not overburden the city's service capacity. Finding: The site is located within the Municipal Urban Service Area. The proposed use can be accommodated with existing public services and will not overburden the city's service capacity. f) Traffic generation by the proposed use is within capabilities of streets serving the property - Finding: Traffic generation by the proposed use is within capabilities of streets serving the property. 5. In evaluating a site plan and building plan, the City shall consider the development's compliance with the following: (1) Consistency 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; (2) Consistency with this division; (3) Preservation of 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 areas; (4) Creation of 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; (5) Creation of 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. (6) Protection of 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. Findjyg;, The proposed development creates a harmonious relationship with existing and future buildings. It provides a compatible visual relationship. Approval of this site plan is contingent upon approval of the permitted uses of the Planned Unit Development ordinance to allow auto repair shops with standards. 6. The planning report #2020-21, dated December 1, 2020, prepared by Sharmeen Al-Jaff, eta], is incorporated herein. RECOMMENDATION The Planning Commission recommends that the City Council approve the Planned Unit Development Amendment to the Chanhassen Gateway PUD and Site Plan for an automotive repair shop (Building 4E). ADOPTED by the Chanhassen Planning Commission this I' day of December 2020. CHANHASSEN PLANNING COMMISSION Steven Weick, Chairman 9:Wttn12020 planning cases\20-21 8941 crossroads blvd (chriniao bros automotive)Vevised documents 10-30-20\findings of fact approval.doc CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA FINDINGS OF FACT AND RECOMMENDATION (DENIAL) IN RE: Application of Kimley-Horn & Assoc. Inc. for the following: 1. Planned Unit Development Amendment to the existing standards — Chanhassen Gateway. 2. Site Plan Review for the construction of a 5,100 square foot Automotive Repair Shop (Building 4E). On December 1, 2020, the Chanhassen Planning Commission met at its regularly scheduled meeting to consider the application of Kimley-Horn & Assoc. Inc. for a Planned Unit Development Amendment and Site Plan Review (Planning Case 2020-21). The Planning Commission conducted a public hearing on the proposed Site Plan and Planned Unit Development Amendment preceded by published and mailed notice. The Planning Commission heard testimony from all interested persons wishing to speak and now makes the following: FINDINGS OF FACT 1. The property is currently zoned Planned Unit Development -Mixed Use, PUD-Mixed Use. 2. The property is guided in the Land Use Plan for Mixed Use. 3. The legal description of the property is Lot 3, Block 1, Crossroads of Chanhassen. 4. The Zoning Ordinance directs the Planning Commission to consider six (6) possible adverse effects of the proposed amendment. The six (6) effects and our findings regarding them are: a) The proposed action has been considered in relation to the specific policies and provisions of and has been found to be consistent with the official City's Comprehensive Plan. Finding: The site is guided Mixed Use (residential and neighborhood commercial). An Automotive Repair Shop will add a convenience to the area, however, it will generate noise. b) The proposed use is or will be compatible with the present and future land uses of the area. Finding: The proposed use is and will be compatible with the present and future land uses of the area through the implementation of the design standards, landscaping, architecture, etc. c) The proposed use conforms to all performance standards contained in the Zoning Ordinance. Finding: The proposed does not conform to all performance standards contained in the Zoning Ordinance such as potential noise generated from the building. d) The proposed use will not tend to or actually depreciate the area in which it is proposed. Finding: The proposed use is intended to meet the daily needs of the area. It could potentially add convenience to the homeowners in the area but can generate noise. e) The proposed use can be accommodated with existing public services and will not overburden the city's service capacity. Finding: The site is located within the Municipal Urban Service Area. The proposed use can be accommodated with existing public services and will not overburden the city's service capacity. f) Traffic generation by the proposed use is within capabilities of streets serving the property. Finding: Traffic generation by the proposed use is within capabilities of streets serving the property. 5. In evaluating a site plan and building plan, the city shall consider the development's compliance with the following: (1) Consistency 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; (2) Consistency with this division; (3) Preservation of 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 areas; (4) Creation of 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; (5) Creation of 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. (6) Protection of 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. Finding: The proposed development creates a harmonious relationship with existing and future buildings. It does provide a compatible visual relationship. Approval of this building is contingent upon approval of the permitted uses of the Planned Unit Development ordinance to allow auto repair shops with standards. (T) The planning report #2020-21, dated December 1, 2020, prepared by Sharmeen Al-Jaff, et al, is incorporated herein. RECOMMENDATION The Planning Commission recommends that the City Council approve the Planned Unit Development Amendment to the Chanhassen Gateway PUD and Site Plan for an Automotive Repair Shop (Building 4E). ADOPTED by the Chanhassen Planning Commission this la day of December 2020. CHANHASSEN PLANNING COMMISSION Steven Weick. Chairman giplan12020 planning cases120-21 8941 crossroads blvd (chnstian bros automotive)4evised documents 10-30-201findings of fact denial.doc CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA ORDINANCE NO. AN ORDINANCE AMENDING CHAPTER 20 OF THE CHANHASSEN CITY CODE, THE CTI'Y'S ZONING ORDINANCE, BY AMENDING A 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 amending the Chanhassen Gateway Planned Unit Development Design Standards in its entirety as follows: CHANHASSEN GATEWAY PUD DEVELOPMENT DESIGN STANDARDS a. Intent The purpose of this zone is to create a MDC D USE PUD including a Neighborhood Commercial, office and Residential. The use of the PUD zone is to allow for more flexible design standards while creating a higher quality and more sensitive development. Each structure proposed for development shall proceed through site plan review based on the development standards outlined below. The Neighborhood Business District regulations shall apply to Lots 1- 3, Block 1 and Outlot A, Crossroads of Chanhassen, except as modified by this ordinance. The R-16 District regulations shall apply to Outlot C, except as modified by this ordinance. Exhibit A, as revised herein to reflect the changes to the commercial portion, reflects the site layout and buildings as referenced herein. .. :4 -jSFr / ( V-rllhi+A+i/ . C tAH No. is (lwa: ft l EVARo) b. Permitted Uses • The permitted uses in this zone should be limited to appropriate commercial and service uses consistent with meeting the daily needs of the neighborhood. The uses shall be limited to those as defined herein. If there is a question as to whether or not a use meets the definition, the Community Development Director shall make that interpretation. The type of uses to be provided on these lots shall be low intensity neighborhood oriented retail and service establishments to meet daily needs of residents. Commercial and office uses shall be limited to the area located south of Highway 212. Residential uses shall be located north of Highway 212 and along the western portion of the southern half. • Small to medium-sized restaurant -not to exceed 8,000 square feet per building. Fast food restaurants with a drive-thru is limited along the north end of Building 4B. It must be part of and attached to the multi -use building. The drive-thru lane shall be screened and the exterior wall of the drive-thru shall contain the same level of architectural detail as any other elevation visible by the public. • Banks with a drive-in service window • Office • Day care • Neighborhood scale commercial up to 8,000 square feet per tenant with the exception of building 4C. A tenant may occupy up to 10,000 square feet of said building and building 4G for a daycare to occupy 12,000 square feet. No individual service component of a retail building shall occupy more than 8,000 square feet of a building. • Convenience store with or without gas pumps and car wash. • Specialty retail (Book Store, Jewelry, Sporting Goods Sale/Rental, Retail Sales, Retail Shops, Apparel Sales, etc.) • Personal Services (an establishment or place of business primarily engaged in providing individual services generally related to personal needs, such as a Tailor Shop, Shoe Repair, Self -Service Laundry, Laundry Pick-up Station, Dry Cleaning, Dance Studios, etc). • Residential High Density (8-16 units per net acre). The total number of units for the entire site may not exceed 150 units. • Automotive Repair Shop on Lot 3, Block 1, with the following standards: o No unlicensed or inoperable vehicles shall be stored on -premises except in appropriately designed and screened storage areas. o All repair, assembly, disassembly and maintenance of vehicles shall occur within closed building except minor maintenance including, but not limited to, tire inflation, adding oil and wiper replacement. o No public address system. o No sales, storage or display of used automobiles or other vehicles such as motorcycles, snowmobiles, or all -terrain vehicles. o Disposal of vehicle fluids shall comply with PCA regulations. o Facilities for the collection of waste oil must be provided. o All service/garage doors shall be screened. o The building architecture shall complement surrounding buildings." C. Building Area Commercial/Office — Not to exceed 75,000 square feet for the entire development Maximum Commercial/Office lot usage is a Floor Area Ratio of 0.3 • Maximum office/commercial building area per tenant may not exceed 8,000 square feet • Maximum residential units may not exceed 150 units. d. Prohibited Ancillary Uses • Drive-thru Windows except banks, coffee shops, fast food restaurants or pharmacies. • Outdoor storage and display of merchandise such as propane, salt, window washer fluid, etc. except on the sidewalk surrounding the convenience store 4A. The outdoor display of merchandise shall not impede nor interfere with pedestrian traffic. e. Setbacks The PUD ordinance requires setbacks from roadways and exterior property lines. The following table displays those setbacks. Boundary Building/ Parking Setbacks feet Lyman Boulevard 20/20 Highway 101 North of Highway 212 50/50 Highway 101 South of Hip#iway 212 20/20 Highway 212 50/50 Northerly Project Property Line 50/20 Westerly Project Property Line 50/20 Internal Project property lines 0/0 Internal Right -of -Way Crossroads Boulevard 20/20 Hard Surface Coverage -Residential 50 % Commercial and Office Hard Surface Coverage 70 % Maximum Commercial(Retail) Building/Structure Height 1 story Maximum Office Building/Structure Height 2 stories Maximum Residential Building/Structure Height 35 or 3 stories, whichever is less f. Non -Residential Building Materials and Design There shall not be underdeveloped backsides of buildings. All elevations shall receive nearly equal treatment and visual qualities. Buildings and site design shall comply with design standards outlined in Article )CM. General Supplemental Regulations, Division 7 of the Zoning Ordinance. g. Residential Standards Buildings and site design shall comply with design standards outlined in Article )CM. General Supplemental Regulations, Division 9 of the Zoning Ordinance. 1. All units shall have access onto an interior private street. 2. A design palette shall be approved for the entire project. The palette shall include colors for siding, shakes, shutters, shingles, brick, stone, etc. 3. All foundation walls shall be screened by landscaping or retaining walls. h. Site Landscaping and Screening The intent of this section is to improve the appearance of vehicular use areas and property abutting public rights -of -way; to require buffering between different land uses; and to protect, preserve and promote the aesthetic appeal, character and value of the surrounding neighborhoods; to promote public health and safety through the reduction of noise pollution, air pollution, visual pollution and glare. I. The landscaping standards shall provide for screening for visual impacts associated with a given use, including but not limited to, truck loading areas, trash storage, parking lots, Large unadorned building massing, etc. 2. Each lot for development shall submit a separate landscaping plan as a part of the site plan review process. 3. All open spaces and non -parking lot surfaces, except for plaza areas, shall be landscaped, rockscaped, or covered with plantings and/or lawn material. Tree wells shall be included in pedestrian areas and plazas. 4. Undulating berms, north of Lyman Boulevard, north and south of Highway 312 and west of Highway 101 shall be sodded or seeded at the conclusion of grading and utility construction. The required buffer landscaping may be installed where it is deemed necessary to screen any proposed development. All required boulevard landscaping shall be sodded. 5. Loading areas shall be screened from public right-of-ways. Wing walls may be required where deemed appropriate. 6. Native species shall be incorporated into site landscaping, whenever possible. i. Street Furnishings Benches, kiosks, trash receptacles, planters and other street furnishings should be of design and materials consistent with the character of the area. Wherever possible, street furnishings should be consolidated to avoid visual clutter and facilitate pedestrian movement. j. Signage The intent of this section is to establish an effective means of communication in the development, maintain and enhance the aesthetic environment and the business's ability to attract sources of economic development and growth, to improve pedestrian and traffic safety, to minimize the possible adverse effect of signs on nearby public and private property, and to enable the fair and consistent enforcement of these sign regulations. It is the intent of this section, to promote the health, safety, general welfare, aesthetics, and image of the community by regulating signs that are intended to communicate to the public, and to use signs which meet the city's goals: a. Establish standards which permit businesses a reasonable and equitable opportunity to advertise their name and service; b. Preserve and promote civic beauty, and prohibit signs which detract from this objective because of size, shape, height, location, condition, cluttering or illumination; c. Ensure that signs do not create safety hazards; d. Ensure that signs are designed, constructed, installed and maintained in a manner that does not adversely impact public safety or unduly distract motorists; e. Preserve and protect property values; f. Ensure signs that are in proportion to the scale of, and are architecturally compatible with, the principal structures; g. Limit temporary commercial signs and advertising displays which provide an opportunity for grand opening and occasional sales events while restricting signs which create continuous visual clutter and hazards at public right-of-way intersections. j.1. Project Identification Sian One project identification sign for the commercial portion of the development located at the entrance off of Highway 101. Project identification signs shall not exceed 80 square feet in sign display area nor be greater than eight feet in height. The sign shall be setback a minimum of 10 feet from the property line. As an alternative, the project identification sign may be located at the southeast corner of Lot 2, Block 1. If the sign is located in the right-of-way, an encroachment agreement must be obtained. Otherwise, the sign must maintain a 10 foot setback from property lines and may not exceed 24 square feet nor be higher than 5 feet. j.2. Monument Sion One monument sign shall be permitted at the entrance to the development off of Lake Susan Drive. One monument sign per lot shall be permitted for the commercial portion of the site. One multi -tenant sign shall be permitted at the entrance into the development off of Highway 101 and two signs off of Lyman Boulevard. These signs shall not exceed 24 square feet in sign display area nor be greater than 5 feet in height except Kwik Trip, located on Lot 1, Block 1, shall be permitted a 48 square -foot, 8-foot high monument sign. These signs must comply with all ordinances pertaining to size and percent of sign area dedicated to gas prices as well as any other applicable regulations. These signs shall be set back a minimum of 10 feet from the property line. j.3. Wall Sims a. The location of letters and logos shall be restricted to the approved building sign bands, the tops of which shall not extend above parapet height. The letters and logos shall be restricted to a maximum of 30 inches in height. All individual letters and logos comprising each sign shall be constructed of wood, metal, or translucent facing. b. Second story illuminated signs that can be viewed from neighborhoods outside the PUD site, are prohibited. c. Tenant signage shall consist of store identification only. Copy is restricted to the tenant's proper name and major product or service offered. Corporate logos, emblems and similar identifying devices are permitted provided they are confined within the signage band and do not occupy more than 15% of the sign area unless the logo is the sign. d. Wall signs are limited to two elevations per building. j.4. Festive Flags/Banners a. Flags and banners shall be permitted on approved standards attached to the building facade and on standards attached to pedestrian area lighting. b. Flags and banners shall he constructed of fabric or vinyl. c. Banners shall not contain advertising for individual users, businesses, services, or products. d. Flags and banners shall project from buildings a maximum of two feet. e. Flags and banners shall have a maximum area of 10 square feet. f. Flags and banners which are torn or excessively worn shall be removed at the request of the city. j.5. Building Directory a. In multi -tenant buildings, one building directory sign may be permitted. The directory sign shall not exceed eight square feet. j.6 Directional Signs a. On -premises signs shall not be larger than four (4) square feet. The maximum height of the sign shall not exceed five (5) feet from the ground. The placement of directional signs on the property shall be so located such that the sign does not adversely affect adjacent properties (including site lines or confusion of adjoining ingress or egress) or the general appearance of the site from public rights -of -way. No more than four (4) signs shall be allowed per lot. The city council may allow additional signs in situations where access is confusing or traffic safety could be jeopardized. b. Off -premises signs shall be allowed only in situations where access is confusing and traffic safety could be jeopardized or traffic could be inappropriately routed through residential streets. The size of the sign shall be no larger than what is needed to effectively view the sign from the roadway and shall be approved by the city council. c. Bench signs are prohibited except at transit stops as authorized by the local transit authority. d. Signs and Graphics. Wherever possible, traffic control, directional and other public signs should be consolidated and grouped with other street fixtures and furnishings to reduce visual clutter and to facilitate vehicular and pedestrian movement. A system of directional signs should also be established to direct traffic within the commercial area and away from residential areas. j.7. Prohibited Signs • Pylon signs are prohibited. • Back lit awnings are prohibited. • Window Signs are prohibited except for company logo/symbol and not the name. Such logo shall not exceed 10% of a window area. • Menu Signs are prohibited. j.8. Sin Design and Permit Reanirements a. The sign treatment is an element of the architecture and thus should reflect the quality of the development. The signs should be consistent in color, size, and material and height throughout the development. A common theme will be introduced at the development's entrance monument and will be used throughout. b. All signs require a separate sign permit. c. Wall business signs shall comply with the city's sign ordinance for the Neighborhood business district for determination of maximum sign area. Wall signs may be permitted on the "street" front and primary parking lot front of each building. k. Lighting 1. Lighting for the interior of the development shall be consistent throughout the development. High pressure sodium vapor lamps or LED with decorative natural colored pole shall be used throughout the development parking lot area for lighting. Decorative, pedestrian scale lighting shall be used in plaza and sidewalk areas and may be used in parking lot areas. Parking lot light poles may not exceed 25 feet in height. 2. Light fixtures in areas other than parking lots should be kept to a pedestrian scale (12 to 18 feet). Street light fixtures should accommodate vertical banners for use in identifying the commercial area. 3. All light fixtures shall be shielded. Light level for site lighting shall be no more than %2 foot candle at the project perimeter property line. This does not apply to street lighting. 4. Lighting for parking areas shall minimize the use of lights on pole standards in the parking area. Rather, emphasis should be placed on building lights and poles located in close proximity to buildings. Non -Residential Parking Parking shall be provided based on the shared use of parking areas whenever possible. Cross access easements and the joint use of parking facilities shall be protected by a recorded instrument acceptable to the city. 2. The development shall be treated as an integrated shopping center and provide a minimum of one space per 200 square feet of commercial/retail area. The office/personal service component shall be treated as an integrated office building and provide 4.5 space per 1,000 square feet for the first 49,999 square feet, four per thousand square feet for the second 50,000 square feet, and 3.5 per thousand square feet thereafter. M. Residential Parking shall comply with city code requirements." Section 2. This ordinance shall be effective immediately upon its passage and publication. PASSED AND ADOPTED this ----ei day of October, 2020, by the City Council of the City of Chanhassen, Minnesota Heather Johnston, City Manager Elise Ryan, Mayor (Published in the Chanhassen Villager on ) COMMUNITY DEVELOPMENT DEPARTMENT Planning Division - 7700 Market Boulevard CITY OF C�NHASSEN Mailing Address - P.O. Box 147, Chanhassen, MN 55317 Phone: (952) 227-1100 / Fax: (952) 227-1110 APPLICATION FOR DEVELOPMENT REVIEW Submittal Date: PC Date. CC Date: 60-Day Review Date: apply)Section 1: Application Type (check all that (Refer to the appropriate Application checklist for required submittal information that must accompany this application) ❑ Comprehensive Plan Amendment ......................... $600 ❑ Minor MUSA line for failing on -site sewers ..... $100 ❑ Conditional Use Permit (CUP) ❑ Single -Family Residence ................................ $325 ❑ All Others......................................................... $425 ❑ Interim Use Permit (IUP) ❑ In conjunction with Single -Family Residence.. $325 ElAllOthers......................................................... $425 0 Rezoning (REZ) ❑ Planned Unit Development (PUD)..................$750 2 Minor Amendment to existing PUD.................$100 ❑ All Others.........................................................$500 ❑ Sign Plan Review ................................................... $150 ❑� Site Plan Review (SPR) ❑ Administrative..................................................$100 ❑� Commercial/Industrial Districts.......................5500 Plus $10 per 1,000 square feet of building area: 5( 100 thousand square feet) Include number of existing employees: Include number of new employees: 10 ❑ Residential Districts ......................................... mi Plus $5 per dwelling unit ( units) Notification Sign (City to install and remove) .......................... ❑ Subdivision (SUB) ❑ Create 3 lots or less ....................................... $300 ❑ Create over 3 lots .. ..................... $600 + $15 per lot (_ lots) ❑ Metes & Bounds (2 lots)..................................$300 ❑ Consolidate Lots..............................................$150 ❑ Lot Line Adjustment.........................................$150 ❑ Final Plat..........................................................$700 (Includes $450 escrow for attorney costs)' 'Additional escrow may be required for other applications through the development contract. ❑ Vacation of Easements/Right-of-way (VAC)........ $300 (Additional recording fees may apply) ❑� Variance (VAR) .................................................... $200 ❑ Wetland Alteration Permit (WAP) ❑ Single -Family Residence ............................... $150 ❑ All Others. ...................................................... $275 ❑ Zoning Appeal ...................................................... $100 ❑ Zoning Ordinance Amendment (ZOA)................. $500 NOTE: When multiple applications are processed concurrently the appropriate fee shall be charged for each application. ............................................................................. $200 0 Property Owners' List within 500' (city to generate after pre -application meeting) ................................................- $3 per address ( 67 addresses) El Escrow for Recording Documents (check all that apply)....................................................................... $50 per document ❑ Conditional Use Permit El Interim Use Permit ❑ Site Plan Agreement ❑ Vacation ❑ Variance ❑ Wetland Alteration Permit ❑ Metes & Bounds Subdivision (3 does.) ❑ Easements L— easements) ❑ Deeds $� 251 TOTAL FEE: Section 2: Required Information Description of Proposal: Proposed +/-5,100 square toot, single -story, minor automotive repair facility with associated parking lot, utilities, and stormwater management Property Address or Location: 8941 Crossroads Blvd Parcel #: 252480030 Legal Description: -of 3, Block 1, Crossroads of Chanhassen, Carver County, Minnesota Total Acreage: 0.80 Wetlands Present? Present Zoning: Planned Unit Development (PUD) Present Land Use Designation: Commercial Existing Use of Property: Vacant Land, zoned PUD ❑Check box if separate narrative is attached. ❑ Yes 0 No Requested Zoning: Highway and Business Services District (E Requested Land Use Designation: Commercial Section 3: Property Owner and Applicant Information APPLICANT OTHER THAN PROPERTY OWNER: In signing this application, I, as applicant, represent to have obtained authorization from the property owner to file this application. I agree to be bound by conditions of approval, subject only to the right to object at the hearings on the application or during the appeal period. If this application has not been signed by the property owner, I have attached separate documentation of full legal capacity to file the application. This application should be processed in my name and I am the party whom the City should contact regarding any matter pertaining to this application. I will keep myself informed of the deadlines for submission of material and the progress of this application. I further understand that additional fees may be charged for consulting fees, feasibility studies, etc. with an estimate prior to any authorization to proceed with the study. I certify that the information and exhibits submitted are true and correct. Name: Kimley-Horn & Associates, Inc. Contact: Christian Jones Address: 767 Eustis St., Suite 100 Phone: (763) 251-1016 City/State/Zip: Saint Paul, MN 55114 Cell: Email: christian.jones@kimley-horn.com Fax: Signature Date: 08/14/2020 PROPERTY OWNER: In signing this application, 1, as property owner, have full legal capacity to, and hereby do, authorize the filing of this application. I understand that conditions of approval are binding and agree to be bound by those conditions, subject only to the right to object at the hearings or during the appeal periods. I will keep myself informed of the deadlines for submission of material and the progress of this application. I further understand that additional fees may be charged for consulting fees, feasibility studies, etc. with an estimate prior to any authorization to proceed with the study. I certify that the information and exhibits submitted are true and correct. Name: Kraus -Anderson Inc. Contact: Address: 525 S Sth Street Phone: 612-255-2345 City/State/Zip: Minneapolis, MN 55404-1030 Cell: 651-271-1587 Email: Fax: Signatur As agent for Kraus Anderson, Inc gr grated 8/4/2020 This application must be completed in full and must be accompanied by all information and plans required by applicable City Ordinance provisions. Before filing this application, refer to the appropriate Application Checklist and confer with the Planning Department to determine the specific ordinance and applicable procedural requirements and fees. A determination of completeness of the application shall be made within 15 business days of application submittal. A written notice of application deficiencies shall be mailed to the applicant within 15 business days of application. PROJECT ENGINEER (if applicable) Name: Kimley-Horn & Associates Contact: Christian Jones Address: 767 Eustis St, Suite 100 Phone: (763) 251-1016 City/State/Zip: Saint Paul, MN 55114 Cell: Email: christian.jones@kimley-horn.com Fax: Section 4: Notification Information Who should receive copies of staff reports? `Other Contact Information: ❑ Property Owner Via: ❑ Email ❑ Mailed Paper Copy Name: ❑ Applicant Via: ❑ Email ❑ Mailed Paper Copy Address: Engineer Via: ❑� Email ❑ Mailed Paper Copy City/State/Zip: ❑ Other' Via: ❑ Email ❑ Mailed Paper Copy Email: INSTRUCTIONS TO APPLICANT: Complete all necessary form fields, then select 'AVE FORM to save a copy to your device. PRINT FORM and deliver to city along with required documents and payment. SUBMIT FORM to send a digital copy t0 the city for processing. SAVE FORM PRINT FORM SURIRT FORM Kimley»)Horn September 4, 2020 City of Chanhassen 7700 Market Boulevard, P.O. Box 147 Chanhassen, MN 55317 Attention: Sharmeen AI-Jaff, City Planner RE: Proposed Christian Brothers Automotive — Project Narrative Christian Brothers Automotive is requesting the proposed site to be considered for approval within the existing PUD. The parcel is legally described as: Lot 3, Block 1, Crossraods of Chanhassen, Carver County, Minnesota, Proposed Development Overview Christian Brothers Automotive is proposing to construct an approximately 5,100 SF, 9-bay automotive repair center located at 8941 Crossroads Boulevard in Chanhassen. The customer facing portion of the building will face the internal road of the Crossroads of Chanhassen development. The proposed development is within the Crossroads of Chanhassen PUD which was approved in 2008, The two lots east of the proposed site have been previously developed as retail and a gas station/convenience store, a child care facility is located to the south and west of the proposed site, and the rest of the PUD is currently undeveloped. Proposed Concept Plan & Development Stage Christian Brothers Automotive is proposing an amendment to the existing planned unit development (PUD). The PUD is designated as mixed use PUD including neighborhood commercial, office and residential. Christian Brothers provides light automotive repair and the scope of repairs provided by Christian Brothers has been included within the submittal package. Overnight parking only occurs when customers have a conflict retrieving their vehicle during business hours or to drop off their vehicles. Long term exterior storage is not permitted at Christian Brothers Automotive. Consultants: Civil Engineer — Christian Jones, Brandon R. Elegant, P.E. — Kimley-Horn Architecture — Dana King — Cortland Morgan Architect Landscape Architecture — Evergreen Design Group, Inc. — Rodney McNabb Photometrics —City Lighting Products Company — Mike Hohl kimley-horn.com 767 Eustis Street. Suite 100, St. Paul. MN 55114 Kimley>>> Horn Site Design Page 2 The site currently vacant land with water and sanitary sewer utilities provided as part of the Crossroads of Chanhassen Development to the south. Gas, communications, and electric utilities are provided to the west along Crossroads Boulevard. The proposed building is to be located at the western edge of the site angled parallel to Crossroads Boulevard, with the customer facing side of the building internal to the development. The surface parking will be located directly east of the building. Access is proposed to be east of the building and at both the north and south side of the parking lot, with two proposed driveways connecting the internal roads of the Crossroads of Chanhassen. The existing site is currently vegetated with no impervious area, the proposed site will be comprised of approximately 70% impervious area. Above ground and underground stormwater management will be provided adhering to City and Watershed treatment and rate control requirements. Architecture Architectural elevations and site photometric plans are provided within the submission. The proposed building is to be constructed of primarily brick and limestone. The trash enclosure is also to be constructed in materials similar to the building and will have gates to screen the trash from the public right-of-way. Landscape Architecture A landscape plan is included within the submission to comply with the city code. Trees, shrubs, and other plantings will complement the site. Christian Brothers Automotive is seeking a landscape variance for screening of the vehicular area. Please contact me at (763) 251-1016 or christian iones(a)kimlev-horn.com should you have any questions or comments. Sincerely, Christian Jones Project Manager 767 Eustis Street, Suite 100. St. Paul. KIN 55114 651 645 4197 wruw�uMPIRE • Og .,s : Jv _ LL Z fHnx�u_n 00 N _Z RPM :r Sole 1'•Zp' €;_�� A jag z < V, / V�OoV 1�,, N W W [C F zsa� S.I. r-zo� ��i°� 1CgY1vK�p MDY11�6 WL =_. 11 _ j WnANIP r®�w��r nuanarnnnu�wnw RKHOREFEEPF- A jRU5'mq 011 ............. Mm_m-w--:iF 07" TV 0 Lr W. ���.�.�. �������� �I -� �,W� _� I eo ' �� ■ O O Ofr! �4.0 a�'� § at a�' � o _ : _ §§�� ��is �`®�I,a�n' ` J i� - ������ Q /� . �=tea �- ��� " , o � ��� ` Ilo �� �- I '�'/ � ' i` ���i o 1� RILE PURGATORY BLUFF CREEK WATERSHED DISTRICT Memorandum 18681 Lake Drive East Chanhassen, MN 55317 952-607-6512 w .rpbcwd.org To: Shormeen AI-Jaff, Senior Planner From: Terry Jeffery, Watershed Planning Manager Subject: Christian Brothers Automotive Preliminary Plan Review by RPBCWD Date: September 12, 2020 c: Scott Sobiech; District Engineer, Riley -Purgatory -Bluff Creek Watershed District This proposed development will need a Riley -Purgatory -Bluff Creek Watershed District (RPBCWD) permit prior to beginning construction activities. We appreciate the opportunity to provide preliminary comments on the project and strongly encourage the applicant, Chanhassen and RPBCWD to work concurrently on any plan review. The RPBCWD has not received a permit application for this project but offers the following summary of preliminary RPBCWD review comments for the proposed Christian Brothers Automotive Development in Chanhassen, MN. Additional comments will likely arise once an official application is submitted for RPBCWD review. The RPBCWD permit application, rules and rule guidance are available for download on the RPBCWD website: http://www.rpbcwd.ora/pe rm its . The following comments are based on the rules that would likely apply to this project and highlight the areas where revisions or additional information might be needed to meet the RPBCWD rules. These review comments do not constitute approval, a variance, or exemption from the rules nor are they to be considered exhaustive of all potential revisions needed to comport with RPBCWD rules. This project will require permit approvals from the RPBCWD Board of Managers. Submittal deadlines can be found on our website. Rule B: Floodplain Management and Drainage Alterations This project does not appear to involve any work below the 100-year flood elevation of a regulated waterbody and, therefore, does not trigger Rule B. Rule C: Erosion and Sediment Control Erosion and Sediment Control Permit (Rule C) is required from the RPBCWD because more than 50 cubic yards of earth will be placed, altered, or removed and more than 5,000 square feet of land -surface area will altered (Rule C, Section 2.1). Please see Rule C, Section 3 for the applicable criteria and notes that must be included with the erosion control aspects of the proposed project. 1. The plans provided do not include the necessary erosion control notes or show all needed erosion control features. The needed erosion control notes for inclusion on the plan sheets are available for download under "Supporting Documents" on the RPBCWD website: httl)7//www.ri)bcwd.QrciZpermits . 2. The plans do not indicate how the proposed infiltration area will be protected from compaction and sedimentation during construction. This must be included within the plan set and listed in the sequence of construction notes. 3. Sheet C1.0 calls out 27" HDPW Sanitary Sewer yet shows inlet protection at the manholes. It appears likely that this may be mislabeled. 4. Erosion Control Plan Note #11 needs to be changed to reflect that the RPBCWD is to be included in the invitees to the preconstruction meeting. Rule D: Wetland and Creek Buffer As there are not wetlands or creek on the subject property nor immediately adjacent to the property, Rule D is not applicable to the project. Rule J: Stormwater Management A Stormwater Management Permit (Rule 1) is required for this project because more than 50 cubic yards of earth will be placed, altered, or removed and more than 5,000 square feet of land -surface area will be altered (Rule 1, Section 2.1) based on the information provided by the City. Based on the information provided, it appears the project is a new development and the criteria in Rule 1, Section 3 would apply to the entire parcel. Comments provided below are preliminary and general in nature and the applicant should review the RPBCWD's Stormwater Management Rule for full details on submittal requirements. The following criteria would apply. An applicant for a permit under this rule must demonstrate, using a model utilizing the most recent applicable National Weather Service reference data (e.g., Atlas 14), that the implementation of its stormwater management plan will: o Limit peak runoff flow rates to that from existing conditions for the two-, 10- and 100- year frequency storm events using a nested 24-hour rainfall distribution, and a 100-year frequency, 10-day snowmelt event, for oil points where stormwater discharge leaves the site; • A hydrologic model to simulate runoff rates for pre- and post -development conditions for the 2-, 10-, 100-year, and 10-day snowmelt frequency storm events using Atlas 14 precipitation depths with a nested rainfall distribution must be provided. Nested storm distributions are available for download at the RPBCWD website (www rpbcwd org[penjW. An electronic copy of the model must be provided for review. • Provide for the abstraction onsite of 1.1 inches of runoff from the new or fully reconstructed impervious surface of the site or abstraction of the volume generated from the 95`^-percentile storm off the entire site. o Soil borings and in situ infiltration testing must be provided to support the infiltration rates used in the design and confirm that the ordinary high groundwater level is at least three feet below the bottom of any proposed filtration or infiltration features. In the event that the sequencing described in Subsection 3.1 of Rule J will be argued, the applicant or their representative must demonstrate that they have made thorough and good faith effort to achieve 1.1" of abstraction. In addition to the evaluation of other abstraction methods, the applicant should consider the following. • Relocation of project elements to address varying soil conditions. • Efforts to remove impediments imposed by zoning requirements. Reduction of impervious surfaces through the incorporation of better site design practices. • RPBCWD encourages the City to consider parking needs and, where appropriate to do so, allow for proof of parking rather than fully constructed parking surfaces. • RPBCWD understands you are seeking a variance from the tree requirements. RPBCWD supports the use of trees as a volume reduction tool in addition to the other benefits they provide. Provide for at least sixty percent (60%) annual removal efficiency for total phosphorus, and at least ninety percent (90%) annual removal efficiency for total suspended solids from site runoff. The onsite abstraction of runoff may be included in demonstrating compliance with the total suspended solids and total phosphorus removal requirements. No structure may be constructed or reconstructed such that its lowest floor elevation is less than 2 feet above the 100-year event flood elevation and no stormwater management system may be constructed or reconstructed in a manner that brings the low floor elevation of an adjacent structure into noncompliance with this standard. • General Comments: o All stormwater management structures and facilities must be designed for maintenance access and properly maintained in perpetuity. A maintenance and inspection plan must be provided. The maintenance and inspection plan must include specific maintenance requirements for the proprietary BMPs installed. o See Rule J, Section 4 for permit exhibit requirements. Summary A permit from the RPBCWD will be required prior to construction to likely cover the following: Erosion and Sediment Control as well as Stormwater Management. The online permit application, rules, maintenance declaration template, and financial assurance templates are available for download on the RPBCWD website: http //www rpbcwd org/permits/. Please contact us with any questions. Carver County Public Works 11360 Highway 212, Suite 1 Cologne, MN55322 ri September 25, 2020 City of Chanhassen c/o Sharmeen AI-)aff Senior Planner 952-227-1134 saliaff(&ci.chanhassen.mn.us Re: Development / Access Review Comments: Amendment to the Chanhassen Gateway Planned Unit Development (PUD) and Conditional Use Permit for Christian Brothers Automotive at 8941 Crossroads Blvd — Located near the intersections of CSAH 101 (Great Plains Blvd.)/Crossroads Blvd. and CSAH 18 (Lyman Blvd.)/Crossroads Blvd. Thank you for the opportunity to review the subject development in the City of Chanhassen. Please reference the Public Works Development Review Process document on the County's website for detailed instructions. The County assumes compliance with State Statute 505.03 Subdivision 2 regarding road authority review. Consistent with the County Comprehensive Plan and County Codes, the following are comments and recommended conditions of approval and potential requirements for any necessary permits to be issued for the project: 1. Impacts to County Right of Way and Access to County Highways a. The subject site is not adjacent to County right of way and no direct access to County Highways is proposed. Additional County review and approval will be required if this condition changes. 2. Traffic Impacts It is recommended to provide a brief traffic memo identifying changes to PUD trip generation levels, traffic patterns, or impacts to the County highway intersections of CSAH 101 (Great Plains Blvd.)/Crossroads Blvd. and CSAH 18 (Lyman Blvd.)/Crossroads Blvd. compared to the original PUD plan and traffic study. The memo should note the expected level of service at these intersections and any findings that impact future traffic operation needs. 3. Required Permits a. Prior to any work affecting or on County highways or in County right of way (none currently proposed), the applicant shall coordinate plans with the County Engineer and obtain a Utility or Excavating/Filling/Grading Permit(s) from Carver County Public Works: (http://www co carver mn us/how-do-i/apply-for/a-permit). Final details of locations, grades, and profiles affecting County roads as well as any utility connections will need to be reviewed and approved prior to any permits. b. Any damages, modifications, or changes incurred on County highways from current or approved conditions will need to remedied or updated at development expense, including costs incurred by the County. These are the County's comments at this time. If you have any questions or need further assistance, Please contact staff noted below: Joan Guthmiller Administrative Tec nidan Carver County Public Works 952.466.5201 iguthmiller(d)co carver mn us Angie Stenson AICP Sr. Transportation Planner Carver County Public Works 952.466.5273 astenson( co carver mn s Dan McCormick, P.E. PTOE Traffic Services Supervisor Carver County Public Works 952.466.5208 dmccormick(a)co carver mn us AI -Jeff, Sharmeen From: N R <nsmith3587@msn.com> Sent: Monday, September 28, 2020 12:30 PM To: AI-Jaff, Sharmeen Subject: Re: contact info Hello, my name is Nancy Smith, I live very near the proposed area for the automotive shop. I am unable to attend the meeting due to Covid concerns, and out of respect for the commissions safety I am sending my objections via an email. This is a very heavy populated residential area, we have the noise of 212, and the bright light and noise of the KWIK TRIP, and all the truck and car traffic that it generates. Many of us in the area strongly object to the noise and unsightliness of an auto shop in our neighborhood. We have many auto shops already in Chanhassen to serve us. This is better suited for an industrial area or perhaps on the new development plans for Powers Boulevard. Not in a very saturated residential area. Please do not amend the PUD. Thank you for your time and consideration on this topic. Nancy R. Smith AI-Jaff, Sharmeen From: Jeff Erpelding <jncerp@gmail.com> Sent Thursday, September 17, 202012:34 PM To: AI-Jaff, Sharmeen Subject Christian Brothers Automotive Hello, I live in the Springfield neighborhood. I'm sure you'll hear from a lot of my neighbors on the new proposal for Christian Brothers. I'm sure most of it will be negative. I just wanted to let you know that I'm fine with it. That parcel has been empty for over ten years. If someone is willing to open a business there, I m all for it. Jeff Erpelding 612-877-1171 DEPARTMENT OF TRANSPORTATION November 19, 2020 Sharmeen Al-Jaff Senior Planner City of Chanhassen 7700 Market Blvd P.O. Box 147 Chanhassen, MN 55317 Metropolitan District Waters Edge Building 1500 County Road B2 West Roseville, MN 55113 SUBJECT: MnDOT Review # CPA20-017 8941 Crossroads Blvd —Christian Brothers Automotive SW Quad US 212 & MN 101 (Great Plains Blvd) Chanhassen, Carver County Dear Ms. Al-Jaff: Thank you for the opportunity to review the 8941 Crossroads Blvd —Christian Brothers Automotive development. MnDOT has reviewed the documents and has the following comment: Water Resources. MnDOT does not allow an increase storm water discharge to MnDOT right-of-way. A MnDOT drainage permit will be required to ensure that current drainage rates to MnDOT right-of-way will not be increased. The drainage permit application, including the information below, should be submitted online to: httns://dotapo7.dot.state.mn.us/OLPA/ The following information must be submitted with the drainage permit application: 1) A grading plan showing existing and proposed contours. 2) Drainage area maps for the proposed project showing existing and proposed drainage areas. Any off -site areas that drain to the project area should also be included in the drainage area maps. The direction of flow for each drainage area must be indicated by arrows. 3) Drainage computations for pre and post construction conditions during the 2, 10, 50 and 100 year rain events. 4) Time of concentration calculations. 4) An electronic copy of any computer modeling used for the drainage computations. 5) See also the attached Drainage Permits Checklist for more information. An equal opportunity employer MnDOT Metropolitan District, Waters Edge Building, 1500 County Road B2 West, Roseville, MN 55113 Once a drainage permit application is submitted, a thorough review will be completed and additional information may be requested. Please direct questions concerning drainage issues to Jason Swenson (651-234-7539) or Jason. Swensonna state mn us of MnDOT's Water Resources section. 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(dstate.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: httys://mft.dot.state.rnn.us. Contact MnDOT Planning development review staff at metrodevreviews dot(a).state mn us for uploading instructions, and send an email listing the file name(s) after the document(s) has/have been uploaded. 3. Mailed or hand delivered documents in PDF format on a flash drive or CD-ROM to: MnDOT — Metro District Planning Section Development Reviews Coordinator 1500 West County Road B-2 Roseville, MN 55113 4. Printed documents via mail or hand delivery to the address above. Include one set of full- size plans. If you have any questions concerning this review, please contact me at (651) 234-7797. Sincerely, �� , 4" / Cameron Muhic Senior Planner Copy sent via E-Mail: Buck Craig, Permits Hailu Shekur, Water Resources Andrew Lutaya, Area Engineer Doug Nelson, Right -of -Way Mackenzie Turner Bargen, Multimodal Jason Junge, Transit Lance Schowalter, Design Jason Swenson, Water Resources Jordan Olson, Surveys Mathis Dall, Traffic Jesse Thomsen, Multimodal Russell Owen, Metropolitan Council MnDOT Metropolitan District, Waters Edge Building, 1500 County Road B2 West, Roseville, MN 55113 MnDOT Drainage Permits Checklist Purpose of the MuDOT Drainage Permit MnDOT Metro District regulates activities that impact its drainage systems and its MS4 regulated area. The purpose of the Drainage Permit is to protect State of Minnesota investment in infrastructure including but not limited to roadways, storm water treatment basins, ditches and storm sewer systems. Excess storm water and/or sediment laden storm water added to MnDOT's drainage systems leads to degradation of these assets. Negative impacts include but are not limited to: sediment deposition, loss of flood storage capacity and also loss of hydraulic conveyance capacity. These impacts may cause premature flooding of the road surface and/or erosion damage on State right-of-way. Technical Requirements of the MnDOT Drainage Permit The permit applicant shall demonstrate that offsite runoff coming to MnDOT drainage system and/or right-of-way will not increase as a result of the proposed project. This is quantified as a "no increase in discharge" criteria for the 2-year, 10-year and 100-year storm events. Compliance is demonstrated by applying hydraulic/hydrologic software models. HydroCAD and XPSWMM are the approved models to compare the pre and post project discharge values. Typically, HydroCAD is sufficient to model most proposed projects. However, XPSWMM may be required if the project contains extensive storm water pipe systems connected to MnDOT storm sewer or if HydroCAD cannot in MnDOT's judgment effectively model pressure flow, complex junctions and/or backwater effects that are present. The 2-year, 10-year and 100-year storm events shall be based upon Atlas 14 runoff amounts per the NOAA website. In addition, Drainage Permit Applicants shall meet all applicable water quality treatment requirements established by the local Watershed District(s) and the MPCA. Permit applicants should anticipate that specific projects that seek to divert runoff to another sub -watershed or watershed will be denied. It is MnDOT practice to avoid such watershed diversions whenever practicable. Submittal Requirements: Readable/legible watershed maps that show pre and post project drainage conditions. These two separate contour maps shall be large enough in scale so that approximate flow paths can be determined for verifying the Time of Concentrations used in the models. The drainage/watershed maps shall include enough detail so that Curve Numbers used in the hydraulic models may be verified by MnDOT. April 2014 • Surface water flow direction and storm water pipe water flow direction shall be indicated on the pre and post project watershed maps. Minimum recommended watershed map scale is 1" =100'. Project applications submitted with smaller scales (e.g., 1"=500') may be rejected and returned to the applicant. The same would apply for project watershed maps that do not include topographic contours or basic land use information such as the location of buildings, pavement and "green space". Watershed maps submitted as pdf files or CAD files shall be readily printable at scales that allow for good readability. • Pre and post project watershed maps shall be clearly linked to the drainage models such that the names of the sub -watersheds, ponds and drainage structures are the same in the models as shown on the watershed maps. In addition, watershed and sub -watershed boundaries shall be clearly shown. • Submission of the actual pre and post project HydroCAD or XPSWMM models is required: pdf copies of the drainage model simulations are unacceptable. In the event that the models cannot be transferred readily by electronic mail or electronic repository site, a hardcopy CD shall be provided. • Curve numbers shall be determined per MRCS methodology and should be modified as needed based upon detailed knowledge of soil type and specific conditions on site. HydroCAD modeling software includes NRCS guidance for determining curve numbers based upon land use and condition. • Time of concentration (Tc) computations and assumptions that in MnDOT's assessment clearly overestimate or underestimate this critical runoff parameter will be rejected. Two common assumptions that lead to overestimating Tc include: using the "Lag/CN" method to determine peak runoff from watersheds that have a relatively long and/or diverse flow path, and assuming that sheet flow occurs for a distance exceeding100 feet. Conversely, pre -project Tc shall not be underestimated to offset post project increases in peak discharge. • Available freeboard for existing and proposed treatment ponds shall be shown on the watershed maps as well as the normal and 100-year high water levels. All proposed pond treatment systems along MnDOT right-of-way shall have a minimum freeboard of 2.0 feet between the road surface and the proposed 100-year HWL. • Infiltration basins, filtration basins and ponds adjacent to MnDOT right-of-way shall be designed to provide at least 2 feet of elevation difference between the 100-year HWL and the crest of the basin berm. The berm crest shall be at least 5 feet wide. The emergency overflow shall be lined from crest to toe of slope with Turf Reinforcement mat or Category 6 or 7 Erosion Control Blanket. April 2014 • Best management practices (BMP's) including infiltration/filtration sites, storm water ponds, etc. shall be clearly labeled on the pre and post project watershed maps. • Plan sheets submitted as watershed maps shall be evaluated as such. They shall be readable and legible and meet all the same requirements including clear delineation of watershed boundaries, readable map scale, and land use shown by an aerial photo background map, or that is clearly depicted based on details on the plan sheet or sheets submitted. Project plan sheets relevant to the Drainage Permit are required and include: existing site conditions, the proposed grading plan as well as proposed site drainage system plans and profiles. The plans shall include applicable wetland impact/mitigation features and temporary sediment and erosion control measures for the project. In addition, erosion control blanket will be used to stabilize disturbed area on MnDOT right-of-way unless other methods such as rip -rap treatment are called for in the plans and approved by MnDOT. • Pond and basin special structures including weirs and orifices shall be consistent with what is used in the HydroCAD or XPSWMM models submitted and include relevant calculations/details. • A table summary of existing versus proposed site discharge to MnDOT drainage system/right-of-way is required for the 2-year, 10-year and 100-year Atlas 14 rainfall events. • Post project storm water discharge to MnDOT ditches or other open channel shall be limited to flow velocities of 6 fps or less for a 50-year Atlas 14 rainfall event. • Project discharge points that will connect to MnDOT ditch or channel shall be located such that they do not cause erosion or conflict with the grade of the existing ditch or channel. • Proposed access road culverts on MnDOT right-of-way shall be designed for the 10-year Atlas 14 rainfall event unless they are part of a significant drainage ditch along the roadway in which case a 100-year or 50-year design will apply. • Direct connections to MnDOT storm system shall be avoided. Connection to open ditch, or channel is preferred. If direct storm sewer connections cannot be avoided, it is the applicant's responsibility to provide a good connection typically via a new structure. Furthermore, MnDOT offers no warranty that there will not be a hydraulic backwater effects on the new storm line upstream that is connected to MnDOT's existing storm sewer. April 2014 • For all disturbed areas that sheet flow to MnDOT right-of-way and any disturbed areas within MnDOT right-of-way, either Erosion Control Mat or Bonded Fiber Matrix shall be used for temporary/permanent erosion control. • Silt fence shall not be used for erosion control at the proposed project site Perimeter. Rather, continuous Wood Chip or compost Sediment Control Logs shall be implemented. Permit applicants are encouraged to contact MnDOT Metro Water Resource Engineering with questions/concerns. Questions posed early in the permit application process help to avoid project delays. This is particularly true for large project Drainage Permits with significant complexity. April 2014 CITY OF CHANHASSEN AFFIDAVIT OF MAILING NOTICE STATE OF MINNESOTA) (ss. COUNTY OF CARVER ) I, Kim T. Meuwissen, being first duly sworn, on oath deposes that she is and was on November 19, 2020, the duly qualified and acting Deputy Clerk of the City of Chanhassen. Minnesota: that on said date she caused to be mailed a copy of the attached notice of a Public Hearing to consider a request for an amendment to the Chanhassen Gateway PUD to allow Automotive Repair Shops; and an amendment to the Crossroads of Chanhassen Site Plan with variances for the construction of a 5,100 sf automotive repair shop (Building 4E) located at 8941 Crossroads Boulevard. Zoned Planned Unit Development (PUD). Planning Case No. 2020-21 to the persons named on attached Exhibit "A". by enclosing a copy of said notice in an envelope addressed to such owner. and depositing the envelopes addressed to all such owners in the United States mail with postage fully prepaid thereon; that the names and addresses of such owners were those appearing as such by the records of the County Treasurer, Carver County, Minnesota and by other appropriate records. Subscribed and sworn to before me this day of , 2020. I . rM Kim T. Meuwissen, Deputy Cle (Seal) Notary Public JEAN M STECKLING y c. Notary Rho".�,rer This map a nerdrer a legalty recorded map nor a survey and a not wrtended to to used as one. Thin map a a CMP400n of records, information rhd data lorateo In venous dty, county. sate tiro federsif olfwea tiro other tdurces regarding the area strewn, are a to toe used for reference purposes only. The City does not ""M roar the Geographic 110anuton Sys*m (GM) Dam used to prepare Ihn map are A,,, free. and the City does not represent that the GIS Data can be used for naogauoral, tracking or any other purOcee req"g exacting nheaautBmera of d%mnce or direction or Wecaion in the depction of geographic features. The pcecedvhq dacakrher is Wooded pursuant to Mwn,aW Statutes 64ee.03, Subd. 21 (2000). and the user of this map acknowledges that the City shad not be bable or any damages, and espreesy waives all Claims, and agrees to defend. ndamrYy. AM two twrraess the City from any and ag deems brought by User. Rot employee; or agentsor third parties wtuch aria, out of the u,,fs access a use of data prodded. This map a neither a bgry recorded map roc a survey and Is not Mended to be used as one. This crop a a oompilabw of records, information and dam wcetec in various City, countystate and tederr offices and other sources regarding the area shown, and is o be used or reference purpnsa only The CM does no, wart,, that the Geographic Inlpmatron System (GIS) Data used to prepare ma crop are e,W ace, and the City does not represere that the GM Dam Can be used for navigator w, eaolcay or any other p;rptse neWfIng exacting rth,aaurerlherhl of chance a direction or predator, In the deo'CSon of ge WhIC feanaea The preceding Ond inter is Wooded pursuant to Mwoesom Stasmes §466.D3, Sued. 21 (2000), and the user of this map acicnowbdpes trot the City man not ce Gable for arty carriages, and eWeasy waives all claimsand agrees to defendaldermCy, and hold hwffft" the Cdy from any and all claims brought try Use. its emploffees or agents, or third parties which wise out of the users access or use of dam Wooded *TAX NAME* sTAX_ADD_L1s *TAX ADD L2a *Next Record*aTAX_NAME* *TAX ADD L1a *TAX ADD L2* Notice of Public Hearing Chanhassen Planning Commission Meeting Date & Time: Tuesday, December 1, 2020 at 7:00 p.m. This hearing may not start until later in the evening, depending on the order of the agenda. Location: City Hell Council Chambers, 7700 Market Blvd. The purpose of this hearing is to consider a request for an amendment to the Chanhassen Gateway PUD to allow Automotive Proposal: Shops; and an amendment to the Crossroads of Chanhassen Site Plan with variances for the construction of a Chanhassen 5,100 sf automotive repair shop (Building 4E). Zoned Planned Unit Development PUD . Applicant: Kimle -Horn & Associates, Inc. Property Owner: Kraus -Anderson & Associates Property 8941 Crossroads Boulevard (SE of Crossroads Blvd.) Location: A location map is on the reverse side of this notice. The purpose of this public hearing is to inform you about the applicant's request and to obtain input from the neighborhood about this project. During the meeting, the Chair will lead the What Happens public hearing through the following steps: 1. Staff will give an overview of the proposed project. at the Meeting: 2. The applicant will present plans on the project. 3. Comments are received from the public. 4. Public hearing is closed and the Commission discusses the project. If you went to see the plans before the meeting, please visit the city's projects web page at: www cl chanhassen mn utt/2020.21. If you wish to talk to someone about this project, please contact Sharmeen AI -Jeff by Questions dr email at SAI-Jefffilci Chanhassen mn us or by phone at 952-227- Comments: 1134, If you choose to submit written comments, please send one copy to staff in advance of the meeting. Staff will provide copies to the Commission. The staff report for this Item will be available online on the project web site listed above the Thursday prior to the Planning Commission Meeting. NEW Sign up to receive email and/or text notifications when meeting agendas, packets, minutes and videos are uploaded to the city's website. Go to www.ci.chanhassen.mmus/notityme to sign up! City R..Rnv PmcWow: • su m.brr. PW re UY Drmiaprnarw. sib Plan Rbww, C04W ad bbw LkW wYad Nbrdbn., R. rd. C.nprehW"Pwl AnrrMrwwad CONAaaaMnahb alNYaa pasohrbralrbraMPWrth Co il- n Cry adnwp moft Ypapal),Yab aODiwIMMaljW dbbMIlalNlad alM appaWWlewMdp. AM Owasted Pwh'i. imd.P b aendvw rrm . . . SMlppaw arepirtel M&Atari assassin art aaadwd Aral 16emae, r anmrbod". 1)w.awponaar. waapaby Meal. NMPlaaee2MrdWwmwee. ataMawe wlal aarHnr nrMnPplwas ..imra W tM NtmMMprrraaMsb pullebaysY YadMpperlwapMdMhwwe pow& iMcowpowmwodmvw web waYlaed awaaNara ednrla awewpwMlalnbMr:b CaM. Tr Cbl'CarrPmaywww.~W loop, ,Mdy arpw►rvw_— s commialwWana mmuli a. ataasOR ladwand aNaamarrasabtdraene R WaW Y va b d M Cis' Carrot wap rwrrP ad bad w nrwM�ra Mm rwdwdd b aarasaPlMbMwd. . hanwieaatraraw alsaar.ar..Y pptasarMWPnwwad'eaaraedM raaan Mawasatwtwaaw atedw. swre"OONOsrabMbwwrrale/II.al1yyasyblawwWeseabwaellb. AryPaamawwq bbbaw aaa aaarl/1M pooaaadrtraadwdtWallis Plalaa,salpararlaalaaseletbMen, anti agaa/Yebr#wCOY0warlRra I .A glMapwYprwawwlaemasasebPrsrlMaarW MMaNY. OO.n dawYPara wamwabaer ,rise Mh""WANaRrW wVNV4raWpp1/. saaistlw wY bio WAsaM prradwar OW asaaabd pwawMs) • swrwaaPlerpCeaa I haM/MpabhWftft CPAWdawrrK Ibaaww%*MWde7onarpardana npawe Mappaaasanwab bMMMlnMwplbMCiycmeaL ayw Yerbhaw awaMebba aradadnMr.earl, pvw rwrrd erM Notice of Public Hearing Chanhassen Planning Commission Meeting Date & Time: Tuesday, December 1, 2020 at 7:00 p.m. This hearing may not start until later In the evening,depending on the order of the agenda. Location: City Hall Council Chambers, 7700 Market Blvd. The purpose of this hearing is to consider a request for an amendment to the Chanhassen Gateway PUD to allow Automotive Proposal: Repair Shops; and an amendment to the Crossroads of Chanhassen Site Plan with variances for the construction of a 5,100 at automotive repair shop (Building 4E). Zoned Planned Unit Development (PUD). Applicsnt: Kimle -Horn & Associates, Inc. Property Owner: Kraus -Anderson & Associates Property 8941 Crossroads Boulevard (SE of Crossroads Blvd.) Location: A location map Is on the reverse side of this notice. The purpose of this public hearing is to inform you about the applicant's request and to obtain input from the neighborhood about this project. During the meeting, the Chair will lead the What Happen W s public hearing through the following steps: 1. Staff will give an overview of the proposed project the Meeting: 2. The applicant will present plans on the project. 3. Comments are received from the public. 4. Public hearing is closed and the Commission discusses the project. If you want to see the plans before the meeting, please visit the city's projects web page at www.cl.chanhasson.mn,us/2020-21. If you wish to talk to someone about this project, please contact Sharmeen AI-Jaff by Questions & email at SAI-JaffAci.chanhassen.mmus or by phone at 952-227- Comments: 1134. If you choose to submit written comments, please send one copy to staff in advance of the meeting. Staff will provide copies to the Commission. The staff report for this Item will be available online on the project web site listed above the Thursday prior to the Planning Commission Meeting. NEWI Sign up to receive email and/or text notifications when meeting agendas, packets, minutes and videos are uploaded to the city's website. Go to www.ci.chanhassen.mn.us/notifyme to sign up! City A. Pro ... . aubwN.lan., Pl.nwd Una C..woPrrarO•, sO. Pion R.N.w.. C.4I ad Mawbll UN.. WOWW Asaarb , Raarap. 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Maaba avrbaa b/aMaa Mpblaet stir are brlaaalad pr.aOsy ra} MMap Wa^ ara�M MY1MrapwtbaM Gw WV,,U.M%,hm r NYraba tokoft0� a�Pw, TAX -NAME SOUTHWEST METRO TRANSIT COMM MEP2 LLC UMMER SHERVANI ACHARATHU TRUWEST LLC GOLF LAKE CONDOS LLC STATE OF MINNESOTA - DOT STATE OF MINNESOTA - DNR KRAUS-ANDERSON INC PAUL C SCHNETTLER THOMAS F 21EGLER SHANNON G & MICHELLE A KERN SPRINGFIELD HOMEOWNERS ASSN LINDA THALACKER STEVEN W PUK THOMASL MAUREN DAVID BRUCKS WEST PARK AT WATERS EDGE TOWNHOME ASSOC JEAN E RYAN BRADLEY E SOHLMAN FAYE OLIVER MELINDA JOHNSON KATHRYN A SORRELL LAURENE E FARRELL FRANK T & MARY LOU WHALEY ERVIN FAMILY REVOCABLE TRUST PHOULITHAT PHANDANOUVONG DAVID L ROELIKE SHAWN MYERS BRIAN R LARKINS JONATHAN P GAMLEN RICHARD C AMBERSON HARLAN C & CANDACE M LEOPOLD TODD SSTRAND ROBERT F & KAREN L ANDERSON ALYSSA A MEYER BRUCE A & SHEILA M TANQUIST THE TRUST AGREEMENT OF DAVID G DELFORGE BHARATH KUMAR GOLLAPALLI CHRISTOPHER LANOU KARTHICK SUBRAMANIAN RAMAN TAX _ADD _L1 13500 TECHNOLOGY DR 17732 SALLANTRAE CIR 21315 129TH PL SE 3202 SYMPHONY CT 3360 BAVARIA RD 395 JOHN IRELAND BLVD 631 TRAN SOO LAFAYETTE RD S25 S STH ST S99 SUMMERFIELD DR 603 SUMMERFIELD DR 607 SUMMERFIELD DR 7200 NORTHLAND CIR N SUITE 300 715 CROSSROADS CT 735 CROSSROADS CT 745 CROSSROADS CT 750 CROSSROADS CT 7500 FLYING CLOUD DR STE 670 755 CROSSROADS CT 765 CROSSROADS CT 775 CROSSROADS Cr 785 CROSSROADS CT S 795 CROSSROADS CT 801 LYMAN BLVD 851 LYMAN BLVD 8525 CHANHASSEEN HILLS DR 8529 CHANHASSEN HILLS DR S 8533 CHANHASSEN HILLS DR S 8537 CHANHASSEN HILLS DR S SS41 CHANHASSEN HILLS DR S 8545 CHANHASSEN HILLS DR S 8549 S CHANHASSEN HILLS DR 8553 CHANHASSEN HILLS OR S 8557 CHANHASSEN HILLS DR S 8561 CHANHASSEN HILLS DR S 8565 CHANHASSEN HILLS DR 5 8569 CHANHASSEN HILLS DR S 891 LYMAN BLVD 8932 SOUTHWEST VILLAGE LOOP 8934 SOUTHWEST VILLAGE LOOP 8936 SOUTHWEST VILLAGE LOOP TAX _ADD _L2 EDEN PRAIRIE, MN 55344-2293 EDEN PRAIRIE, MN 55347-3435 KENT, WA 98031-3993 CHASKA, MN 55318 CHASKA, MN 55318-9662 ST PAUL, MN 55155.1801 ST PAUL, MN 551SS-4030 MINNEAPOLIS, MN 55404-1030 CHANHASSEN, MN 55317.7645 CHANHASSEN, MN 55317.7644 CHANHASSEN, MN 55317-7644 MINNEAPOLIS, MN SS429-IS93 CHANHASSEN, MN 55317 CHANHASSEN, MN 55317 CHANHASSEN, MN SS317 CHANHASSEN, MN 55327 EDEN PRAIRIE, MN 55344 CHANHASSEN, MN 55327 CHANHASSEN, MN 55317 CHANHASSEN, MN 55317 CHANHASSEN, MN 55317 CHANHASSEN, MN 55317 CHANHASSEN, MN 55317-9161 CHANHASSEN, MN 55317-9161 CHANHASSEN, MN 55317 CHANHASSEN, MN 55317-8108 CHANHASSEN, MN 55317 CHANHASSEN, MN 55317-8108 CHANHASSEN, MN 55317-8108 CHANHASSEN, MN 55317.8108 CHANHASSEN, MN 55317-8108 CHANHASSEN, MN 55317-8108 CHANHASSEN, MN 55317 CHANHASSEN, MN 55317-8108 CHANHASSEN, MN 55317 CHANHASSEN, MN 553174108 CHANHASSEN, MN 55317-9161 CHANHASSEN, MN 55317 CHANHASSEN, MN 55317-8589 CHANHASSEN, MN 55317.8589 SITEADD 690 SOUTHWEST VILLAGE OR 8950 CROSSROADS BLVD 8951 SOUTHWEST VILLAGE LOOP 740 CROSSROADS CT 710 CROSSROADS CT 8971 CROSSROADS BLVD 599 SUMMERFIELD DR 603 SUMMERFIELD DR 607 SUMMERFIELD DR 715 CROSSROADS CT 735 CROSSROADS CT 745 CROSSROADS CT 750 CROSSROADS CT 755 CROSSROADS CT 765 CROSSROADS CT 775 CROSSROADS CT 785 CROSSROADS CT 795 CROSSROADS CT 801 LYMAN BLVD 8S1 LYMAN BLVD 8525 CHANHASSEN HILLS DR S 8529 CHANHASSEN HILLS DR S 8533 CHANHASSEN HILLS DR 5 8537 CHANHASSEN HILLS DR S 8541 CHANHASSEN HILLS DR S 8545 CHANHASSEN HILLS DR S 8549 CHANHASSEN HILLS DR S 8553 CHANHASSEN HILLS DR S 8557 CHANHASSEN HILLS DR S 8561 CHANHASSEN HILLS DR 5 8565 CHANHASSEN HILLS DR S 8569 CHANHASSEN HILLS DR 5 891 LYMAN BLVD 8932 SOUTHWEST VILLAGE LOOP 8934 SOUTHWEST VILLAGE LOOP 8936 SOUTHWEST VILLAGE LOOP PIN 257680020 252460010 257670340 250840060 250840090 250231601 250241200 25248W20 257800130 257800140 257800150 257800390 250940100 250840120 250840130 250840050 257840190 250840140 250940150 250940160 250840170 2SOM0180 259470030 258470020 25187DOS0 251870060 251870070 251870080 251870D90 251870100 251870110 251870120 251870130 251870140 251870150 251870160 259470010 257670130 257670140 257670150 JIMMY M LEMUS KULANDHAIRAJ MARIASOWRI LISA THANH TIEU KAI DONG CORY SVIHLA MICHAEL AKERS ELAINE CASANOVA REV TRUST JUDE MARIA MADHAN WELLINGTON TARA NIEVES KEENAN MACHELLE H EDWARDS DEBRA CHRISTINE OLSON MARK ALLEN SOLBERG LANITA L FRERICHS BILAL KHAN NANCY J TURNBLAD GARY AMBACH SRIKANTH JAPA JOCELYN T RIGGS MICHAEL DAVID HUBER BRADLEY D HANSEN MANISH MOHAN ALEKANDER RASKIN ASHOK K PENIGALAPATI KATHRYN A WHITFIELD BALAKRISHNA CHINTAGINJALA SOUTHWEST VILLAGE TOWNHOME ASSOCIATION CONVENIENCE STORE INVESTMENTS 8938 SOUTHWEST VILLAGE LOOP 8940 SOUTHWEST VILLAGE LOOP 8942 SOUTHWEST VILLAGE LOOP 8949 SOUTHWEST VILLAGE LOOP 8953 SOUTHWEST VILLAGE LOOP 8955 SOUTHWEST VILLAGE LOOP 8957 SOUTHWEST VILLAGE LOOP 8959 SOUTHWEST VILLAGE LOOP 8961 VILLAGE LOOP SW 8963 SOUTHWEST VILLAGE LOOP 8965 SOUTHWEST VILLAGE LOOP 8967 SOUTHWEST VILLAGE LOOP 8969 SOUTHWEST VILLAGE LOOP 8971 SOUTHWEST VILLAGE LOOP 8972 SOUTHWEST VILLAGE LOOP 8973 SOUTHWEST VILLAGE LOOP 8974 SW VILLAGE LOOP 8975 SOUTHWEST VILLAGE LOOP 8976 SW VILLAGE LOOP 8977 SOUTHWEST VILLAGE LOOP 8978 SOUTHWEST VILLAGE LOOP 8979 SW VILLAGE LOOP 8980 SOUTHWEST VILLAGE LOOP 8981 SOUTHWEST VILLAGE LOOP 8982 SOUTHWEST VILLAGE LOOP 971 SIBLEY MEMORIAL HWY PO BOX 2107 CHANHASSEN, MN 55317.8589 CHANHASSEN, MN 55317.8589 CHANHASSEN, MN 55317.8589 CHANHASSEN, MN SS317.8589 CHANHASSEN, MN 55317 CHANHASSEN, MN 55317 CHANHASSEN, MN 55317-8589 CHANHASSEN, MN 55317-8589 CHANHASSEN, MN 55317 CHANHASSEN, MN 55317-8589 CHANHASSEN, MN 55317-8589 CHANHASSEN, MN 55317-8589 CHANHASSEN, MN 55317-8589 CHANHASSEN, MN 55317-8589 CHANHASSEN, MN 55317 CHANHASSEN, MN 55317-8589 CHANHASSEN, MN 55317 CHANHASSEN, MN 55317-8589 CHANHASSEN, MN 55317 CHANHASSEN, MN 55317-8589 CHANHASSEN, MN 55317-8589 CHANHASSEN, MN 55317 CHANHASSEN, MN 55317-8589 CHANHASSEN, MN 55317 CHANHASSEN, MN 55317.8599 SAINT PAUL, MN 55118.2856 LACROSSE, WI 54602.2107 8938 SOUTHWEST VILLAGE LOOP 8940 SOUTHWEST VILLAGE LOOP 8942 SOUTHWEST VILLAGE LOOP 8949 SOUTHWEST VILLAGE LOOP 8953 SOUTHWEST VILLAGE LOOP 8955 SOUTHWEST VILLAGE LOOP 8957 SOUTHWEST VILLAGE LOOP 8959 SOUTHWEST VILLAGE LOOP 8961 SOUTHWEST VILLAGE LOOP 8963 SOUTHWEST VILLAGE LOOP 8965 SOUTHWEST VILLAGE LOOP 8967 SOUTHWEST VILLAGE LOOP 8969 SOUTHWEST VILLAGE LOOP 8971 SOUTHWEST VILLAGE LOOP 8972 SOUTHWEST VILLAGE LOOP 8973 SOUTHWEST VILLAGE LOOP 8974 SOUTHWEST VILLAGE LOOP 8975 SOUTHWEST VILLAGE LOOP 8976 SOUTHWEST VILLAGE LOOP 8977 SOUTHWEST VILLAGE LOOP 8978 SOUTHWEST VILLAGE LOOP 8979 SOUTHWEST VILLAGE LOOP 8980 SOUTHWEST VILLAGE LOOP 8981 SOUTHWEST VILLAGE LOOP 8982 SOUTHWEST VILLAGE LOOP 8921 CROSSROADS BLVD 257670160 257670170 257670190 257670350 257670330 257670320 257670310 257670300 257670290 257670290 257670270 257670260 257670250 257670060 257670120 257670050 257670110 257670D40 257670100 257670030 257670090 257670020 257670080 257670010 257670070 257670390 252480010 Kimley>Morn October 30, 2020 Shanneen AI-Jaff Senior Planner City of Chanhassen 7700 Market Boulevard, P.O. Box 147 Chanhassen, MN 55317 RE: Kimley Horn and Associates. Case No. 2020-21 Dear Ms. AI-Jaff, Page 1 Kimley-Horn has reviewed the comments provided by City of Chanhassen, dated September 30, 2020, and has modified the plans accordingly. The comments and responses are listed below. Responses to comments are in bold italics. ENVIRONMENTAL RESOURCES 1. The applicant shall plant a minimum of six trees in the parking lot. Two trees have been provided within the parking lot islands to provide screening of the garage doors as well as 5 additional trees throughout the rest of the site. In addition to the two trees provided in the parking lot, and to provide additional screening, tall shrubs have been placed along the east property line and southwest of the parking lot to screen the parking area and service garage doors. Please refer to Landscape Plan for details. 2. The applicant shall meet the minimum 10' interior width for all landscaped islands and peninsulas. Island widths have been revised to provide a minimum interior width of 10'. Please refer to Sheet C2.0. 3. The applicant shall include landscaping along the eastern property line that screens the parking area and garage door. Tall shrub landscaping has been provided along the east property line to provide screening of the garage service doors. Please refer to Sheet LP-1. 4. The applicant shall include a minimum of two over story trees to be planted along Crossroads Boulevard. Two over story trees have been provided along Crossroads Boulevard. Please refer to Sheet LP-1. 5. All existing trees on site to be saved during construction shall be protected at all times by tree preservation fencing. Trees that are damaged or dead will be replaced. Existing trees on site and within the limits of disturbance are to be protected in place through the duration of construction. Please refer to Sheet C1.0 for tree protection location and Sheet Cf.1 for tree protection detail. Kimley*Horn ENGINEERING Page 2 The applicant shall provide a traffic control plan for review and approval for the removal and restoration of the original access had from Crossroads Boulevard prior to commencement of construction activities on -site. Traffic control plans shall be prepared by the Contractor for work completed within the public right-of-way. The Contractor shall submit a traffic control plan to the City for review prior to construction activity onsite. 2. The applicant shall provide analysis that the proposed north driveway location is adequately spaced as to not create adverse impacts to Crossroads Boulevard and that the largest design vehicle accessing the site can turn into the north driveway access from Crossroads Boulevard (from both northbound and southbound movements) prior to permits being issued. The northern access to the proposed project is aligned with the curb line with the existing gas station, and is spaced approximately 55 feet from Crossroads Blvd. Vehicles entering the site will have a free right turn movement into the site, so impacts on Crossroads Blvd from cars entering the site shall be minimal. The preliminary PUD plans show a direct access to Crossroads Blvd, to us direct access to Crossroads Blvd would have a greater impact to traffic flow on Crossroad Blvd. By moving the access to the north side of the properly, vehicles will only enter and exit the development in three locations, allowing Crossroads Blvd to have a better traffic flow pattern. Additionally, by removing the parking from the southerly access road that was shown in Preliminary Plans, the southern drive to Crossroads Blvd functions much better as well. A vehicle access exhibit (EX-1) included in the proposed civil documents is provided displaying the vehicle access route for a design vehicle entering the site from Crossroads Boulevard. 3. The water service lateral located on the existing condition survey near the southeast corner of the site shall be abandoned by removing the stub to the main and capping per City Standards. Noted. The existing water service on the southeast comer of the property shall be removed to the main and capped per City Standards and Specification. Please refer to Sheet C1.0. 4. The water service lateral shall meet current City specifications, which shall include a 1' plastic service lateral. Noted. The proposed water service lateral shall be a 1 " plastic service lateral per City Standard Plate 1005. Please refer to Sheet C4.0 and C4.1. 5. The sanitary service lateral shall connect to the existing manhole via a core and boot connection. Noted. A note on the utility plan has been added to direct the contractor on how to make this connection. 6. The applicant shall pay the appropriate sanitary sewer and water trunk hook-up fees at the time of building permit issuance. These fees are based on the number of SAC units assigned by the Met Council and are due at the time of building permit issuance. The 2020 rates are $2,302.00/unit and $7,974.00/unit for sanitary sewer and water, respectively. Noted. Applicable fees shall be paid prior to permit issuance. CONSTRUCTION PLANS 1. Sheet C0.1: Kimley»)Horn Page 3 a. Grading and drainage note 5 shall be updated to require placement of 6" of topsoil, and not 4". in accordance with City Standards This note has been modified on Sheet CO.1. b. Note 10 shall be updated to also require coordination with the City's Water Resources Coordinator (952-227-1168) This note has been modified on Sheet C0.1. 2. Sheet C1.0: a. Add note that any construction outside the property limits of the site shall be coordinated with the other owners of the PUD (typ.) This note has been added on Sheet C1.0. b. Add note to remove stub to main for existing water service stub near southeast corner of the site This note has been added on Sheet C1.0. c. Update erosion control plan note 7 to "remove" and not "removal" This note has been updated on Sheet C1.0. d. Update erosion control plan note 10 requiring the use of bio logs in the event of frozen soils as a temporary measure and requires approval from the City's erosion control inspector This note has been updated on Sheet C1.0. e. Update erosion control note 11 to eliminate "at City Hall" and replace "City Engineer" with "Water Resources Coordinator" This note has been updated on Sheet C1.0. f. The sequencing of construction indicates the use of wheel washes, Porta-Pottys, trailers, etc. and all proposed locations shall be located on the plans, update accordingly An area for these construction -related items has been added to the Erosion Control Phase 1 and Phase 2 plans, please refer to Sheets C1.0 and C3.0. g. Add to notes the requirement that a traffic control plan shall be adhered to during the removal and replacement of the driveway access off Crossroads Boulevard and coordination shall be had through the City's Public Works Department (952-227-1300) prior to commencement of construction operations This note has been added on Sheet C1.0. 3. Sheet C1.1: a. Add concrete washout detail (#5304) as the use of a concrete wash -out was called out for on subsequent plan sheets Concrete washout detail (5304) has been added to sheet C1.1. b. Verify all details are the most recent versions (typ.) The most recent versions of City standard details are incorporated into the civil plan set. Kimley>>> Horn Page 4 4. Sheet C3.0: a. Call out for BP-1 indicates storage volume of 1.645 square feet, update unit of measurement accordingly The volume now has a unit of CF, cubic feet. b. Existing stormwater conveyance system is showing incorrect flow directions, adjust accordingly for clarity The conveyance direction of existing infrastructure has been updated to reflect correct flow direction. c. Update grading plan note 13 to require 6" of topsoil This note has been updated on Sheet C3.0. 5. Sheet C3.1 a. Note 5 discusses that no excavation equipment shall travel within underground infiltration system area; it is recommended that this area be called out on all plan sheets that will require construction equipment to travel near the underground system or add a note to applicable sheets Underground BMP limits have been added to construction sheets. 6. Sheet C4.0: a. Verify the call -out for the existing 27" storm sewer is HDPE as City records indicate it as RCP Existing 27" storm sewer callout has been revised to reflect RCP material. b. Consider adding insulation where water services cross existing and proposed storm sewer pipes Minimum 4" thick rigid polystyrene installation has been added between proposed and existing storm sewer and proposed water main. Please refer to sheet C4.0. c. Relocate the curb stop to the property line, update plans accordingly The curb stop has been relocated to the property line. Please refer to sheet C4.0. d. Update note for sanitary sewer service connection to be "core and boot" We are proposing to connect to the existing sanitary sewer service using an 8"x6" reducer; a "core and boot" connection is not needed for the sanitary sewer service connection e. Clarify the method for the removal of the existing 8" sanitary stub either on the call -out or in the notes Since the stub is already in place, we are proposing to install an 8"X 6" reducer connection right outside of the manhole to preserve the watertight connection to the manhole and then extend the service. f. In the upper left comer of the plan sheet there is a call out for "Water" and "Sanitary" with contact information for Ashley McGovern the City Finance Clerk responsible for billing; however, the Public Works Department or the Engineering Department would be the departments to assist with construction, specifications, and detail questions as it relates to build -out, update accordingly This note has been updated to reference the correct City of Chanhassen contacts for construction. KimiepMorn Page 5 g. Utility plan note 3 shall be updated as to eliminate the use of type V copper tubing and reflect current City Standards, see detail #1005 for water services or the City's Standard Specifications The note has been updated to use PE/HDPE or PEX piping per City Standard detail 1005. Please refer to Sheet C4.0. h. Update keynote legend to eliminate the use of type "K" copper tubing and'/." sizing, see detail #1005 for water services or the City's Standard Specifications The keynote has been updated to use PE/HDPE or PEX piping per City Standard detail1005. Please refer to Sheet C4.0. 7. Sheet LI-1 a. No private irrigation lines shall be located within public ROW, adjust plans accordingly Irrigation design is diagrammatic. All piping, valves, and other equipment shown within paved areas or out of property boundaries are for design clarification only, and shall be installed in planting areas within the property lines or limits indicated on plan. Please see Irrigation Disclaimer on Sheet LI-1. WATER RESOURCES 1. The applicant has provided an erosion and sediment control plan as required by Chapter 19-145 of the City Code. The applicant shall update the plans to include the City's Water Resources Coordinator as the contact on the plans (Matt Unmacht, Water Resources Coordinator, 952-227- 1168). The point of contact has been updated and provided on Sheets C1.0 and C3.0. 2. The applicant shall evaluate and analyze that the impervious surface from this site will not inundate or negatively impact the downstream MnDOT facility based on new rainfall requirements (TP-40 vs. NOAA Atlas 14). This analysis must be provided to the City under separate cover. It is our understanding the downstream MnDOT facility was designed utilizing the TP-40 rainfall data. The stormwater report has been revised to analyze the proposed development using Atlas-14 rainfall data in comparison to the originally designed MnDOT drainage facility using TP-40. Based on this analysis, the stormwater retention BMPs proposed for the project release storm water at a rate that is less than the rate that is assumed to be accounted for in the previous TP-40 event. This project does not adversely impact the downstream stormwater system. PLANNING 1. Approval of the site plan shall be contingent upon approval of the Planned Unit Development amendment to allow Automotive Repair shops. Noted. It is understood that amendment of the Planned Unit Development to allow for automotive repair use is required for site plan approval. 2. All rooftop and ground equipment must be screened from views. Noted. All rooftop and ground mechanical equipment shall be screened from public view. Any roof -mounted mechanical equipment is screened by proposed building parapet. Additionally, the pad -mounted transformer is proposed to be screened to the extent feasible with plant materials. 3. Sign illumination and design shall comply with ordinance. Kimley>>> Horn Page 6 The proposed monument sign meets the required ordinance of a maximum of 24 square feet and maximum 5' height and set back a minimum from all property line. The building mounted signage meets the required ordinances for both the street frontage and internal road view. The building mounted signs comply with the maximum allowed percentage of wall area. All sign illumination and sizing comply with the city ordinances, please see included monument sign design plans. 4. The exterior material for the trash enclosure must be of the same exterior material as the building. Recycling space and other solid waste collection space should be contained within the same enclosure. Recycling and trash shall be located within the same enclosure. The trash enclosure attached to the building utilizes the same materials as the building for uniformity. 5. The design of the building shall be modified to complement surrounding buildings. The design of the building has been modified to complement surrounding buildings. Colors, materials and textures, and key design elements have been incorporated to complement the surrounding buildings within the Planned Unit Development. Please refer to Architectural Elevations. 6. The applicant must prepare a lighting plan and include photometrics. Light levels for site lighting shall be no more than one-half foot candle at the project perimeter property line. This does not apply to street lighting. The applicant has not submitted a light fixture design. This fixture must meet the light fixture specified in the Planning Unit Development governing the subject site. A photometrics plan has been included within the architectural plans. Light levels are less than one-half foot candles at the project perimeter property line. 7. The monument sign may not exceed 24 square feet in area nor be higher than 5 feet. The sign shall be located 10 feet from the property line. A sign permit is required before construction of the sign. Sign design conforms to the maximum 24 square feet in area and height restriction of 5 feet. The sign is located 10 feet from the western property line. Please refer to Monument Design sheet included in this submittal and Sheet C2.0 for monument sign location. A sign permit shall be obtained prior to construction. 8. Recycling space and other solid waste collection space should be contained within the same enclosure as the trash. Recycling and trash shall be contained within one enclosure located on the north side of the building. 9. Any prior approvals for a bank building on the subject site shall be null and void. Noted. Prior approvals for a proposed bank building as part of the initial planned unit development 10. No unlicensed or inoperable vehicles shall be stored on -premises except in appropriately designed and screened storage areas. Inoperable or unlicensed vehicles shall be stored indoors or screened storage areas. Vehicles which are inoperable, or while being prepared for multiple consecutive days shall be stored indoors. 11. All repair, assembly, disassembly and maintenance of vehicles shall occur within closed building except minor maintenance including, but not limited to, lire inflation, adding oil and wiper Kimley>»Horn Page 7 replacement. Noted. Repairs, assembly, disassembly and maintenance of vehicles shall all occur within closed building. 12. No public address system. A public address of 8941 Crossroads Boulevard per Carver County G/S is assigned to the subject property. 13. No sales, storage or display of used automobiles or other vehicles such as motorcycles, snowmobiles, or all -terrain vehicles. Noted. The proposed Christian Brothers development does not sell, store, display used automobiles or other vehicles such as motorcycles, snowmobiles, or all -terrain vehicles. 14. Disposal of vehicle fluids shall comply with PCA regulations. All vehicle fluids are collected interior to the building and disposed of in accordance with MPCA guidelines and regulations. 15. Facilities for the collection of waste oil must be provided. All vehicle oil is collected interior to the building and disposed of in accordance with MPCA guidelines and regulations. 16. All service/garage doors shall be screened. Service/garage doors are screened from neighboring development view utilizing trees within the parking lot and perimeter landscaping along the east property line and southwest of the proposed parking lot 17. The building architecture shall complement surrounding buildings." The design of the building has been modified to complement surrounding buildings. Colors, materials and textures, and key design elements have been incorporated to complement the surrounding buildings within the Planned Unit Development. Please refer to Architectural Elevations. Thank you for the thorough review of the layout. Please contact me with any questions regarding the responses. Sincerely, KIMLEY-HORN AND ASSOCIATES, INC. Christian Jones — Pr ject Manager cm MR jp�!J� v Eli i Ie iSIIDE Et VAT N �nw �V �An� J @ 7 EN0.f6tIflE f1EVATLN �F.i'! Q1w011 V1ytp� TYPICAL NOTES :Go.�vrmm^m �qw.r FOR ALL ELEVATION$ — A`4 i �4`i.�1Fr Tr suv�nan 2 TYPICAL NOTES }•'.:."��+.r.`P �ae..�m :em FOR ALL ELEVATIONS .e. 1 CNN _ate M cane". cowezui-r<.o,u,rn rN �'' � BCFIIRECIUlHI i-'r'ES � U most, 7wTE ARATT�. An°aue'ifrcwu r t� PoLYUgEf1YME YGAIId 6fHl MYNEW pJ01m I � _ s e QIlY! BIWIO+� �• 1 fF- v A-4.2A cm lw L U ' � E - J • ` A1v. �.e+ r r rr ma �e A-4.2B rI ti.�. 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NO. /8 (LYMAN BOULEVARD) - ---- --_ __ it � !�.'. ! � �• I FUTURE RE90ENNAL I V_ J W WOE XJ K O�W 0 4 LEGEND U 41 hOJv / e O r� T ig#a F Stormwater Management Plan Christian Brothers Automotive Chanhassen, MN City of Chanhassen Riley Purgatory Bluff Creek Watershed District Prepared for: Christian Brothers Automotive Corporation 17725 Katy Freeway Houston, TX 77094 Contact: Jonathan Wakefield Prepared by: Kimley-Horn 767 Eustis Street, Suite 100 St. Paul, MN 55114 Contact: Christian Jones, Project Manager. Brandon Elegert, P.E. Prepared On: September 18, 2020 Revised On: October 29, 2020 Kimley>>> Horn Stormwater Management Report for Christian Brothers Automotive — Chanhassen, MN Prepared for: Christian Brothers Automotive Corporation October 29, 2020 Prepared By: Kimley-Horn and Associates, Inc. 767 Eustis Street, Suite 100 St. Paul, MN 55114 I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Registered Professional Engineer under the laws of the State of Minnesota. Brandon R. Elegert, P.E. Date: October 29, 2020 Registration No. 50387 Christian Brothers Automotive - Stormwater Report Page 2 Chanhassen, MN Kimley»)Horn Table of Contents 1.0 Introduction...............................................................................................4 2.0 Pre -development Conditions.....................................................................4 3.0 Post -development Conditions....................................................................4 4.0 Rate Attenuation Summary .......................................................................5 5.0 Volume Reduction Summary ......................................................................6 6.0 Water Quality Summary ............................................................................6 Exhibits............................................................................................................... 8 Exhibit 1. Existing Drainage Exhibit.......................................................................................................9 Exhibit 2. Proposed Drainage Exhibit..................................................................................................10 Appendices.......................................................................................................11 Appendix 1. Pre -Development HydroCAD Model Analysis (TP-40)....................................................12 Appendix 2. Pre -Development HydroCAD Model Analysis (Atlas-14)................................................13 Appendix 3. Post -Development HydroCAD Model Analysis(TP-40)...................................................14 Appendix 4. Post -Development HydroCAD Model Analysis (Atlas-14)...............................................15 Appendix S. Water Quality Calculations (MIDS).................................................................................16 Appendix 6. Operations and Maintenance Plan.................................................................................17 Christian Brothers Automotive - Stormwater Report Page 3 Chanhassen, MN Kimley>>)Horn 1.0 Introduction The proposed development consists of a new ±5,100 square foot automotive repair building, parking lot, associated utilities, and an underground and surface stormwater management BMPs. The 0.80- acre site is located at 8941 Crossroads Boulevard in Chanhassen, MN, and is part of the Crossroads of Chanhassen planned unit development. The Site is subject to the requirements of the Riley -Purgatory - Bluff Creek Watershed District (furthermore referred to as RPBCWD). This report is to provide information for the pre -development drainage conditions, the post -development drainage conditions, and the stormwater management system(s) designed to meet the RPBCWD storm water requirements for the proposed development. Kimley-Horn has analyzed the drainage conditions of the site and provides computations for applicable RPBCWD stormwater requirements in this report. The analysis of the pre -development and post - development drainage models was completed using HydroCAD, Version 10.00, a computer aided design system for modeling the hydrology and hydraulics of stormwater runoff. These calculations are largely based on the hydrology techniques developed by the Soil Conservation Service (SCS/NRCS), combined with other hydrology and hydraulics calculations. All calculations, hydrographs, and drainage area maps are provided in the appendix of this report. 2.0 Pre -development Conditions The existing site consists of a vacant grass area, with slopes of 1% to 4% encompassing much of the Site. Although a Geotechnical report has not been completed for this site, soil conditions referenced from the USDA NRCS Web Soil Survey outline a large majority of the site being encompassed by sandy loam and loamy sand from the surface to a depth of at least 6' below finished grade. Based on this data, an infiltration rate of 0.80 in/hr is assumed for design calculations. In the existing conditions, stormwater from the northeastern portion of the site (V-DA-2) flows to an existing inlet to the north of the site along an internal road for the overall development and is conveyed to the public storm sewer system. The western and northwestern portion of the Site (V-DA-1 and V- DA-3) flows west to Crossroads Boulevard, a paved public street. Stormwater from the eastern and southern portion of the site (V-DA-4) flows to an existing area drain inlet on the south portion of the site and connects to the existing public underground stormwater system offsite. A summary of the pervious and impervious coverage for existing conditions is included below: • Drainage Area = 0.80 acres Existing Pervious Area = 0.79 acres (99%) Existing Impervious Area = 0.01 acres (1 %) Weighted Curve Number (CN) = 61 3.0 Post -development Conditions The proposed development consists of an approximately 5,100 sf commercial building, concrete parking lot, utilities, underground and above -ground stormwater management areas, and landscaping. Site improvements will maintain existing drainage patterns. Christian Brothers Automotive - Stormwater Report Page 4 Chanhassen, MN Kimley»)Horn Stormwater runoff from a portion of the roof and majority of the paved parking surface will discharge to a proposed underground stormwater infiltration system, BMP #2. The underground stormwater infiltration system is proposed to be perforated 36" pipe. Overflow from this BMP is routed to the existing underground storm sewer network. Stormwater runoff from the western portion of the roof will discharge to an infiltration basin (BMP #1) on the west side of the proposed building. Overflow from this BMP is routed to an existing catch basin within Crossroads Boulevard. A summary of the pervious and impervious coverage for proposed conditions is included below. • Drainage Area = 0.80 acres o Proposed Pervious Area = 0.15 acres (31%) o Proposed Impervious Area = 0.55 acres (69%) o Weighted Curve Number (CN) = 87 4.0 Rate Attenuation Summary The Riley -Purgatory -Bluff Creek Watershed District requires that sites limit peak flow rates from the site in the 2-, 10-, and 100-year, 24-hour nested rainfall events and the 100-year, 10-day snowmen event using Atlas 14 precipitation depths and storm distributions. In addition to City requirements, the site must maintain existing drainage patterns including volume and rate of existing runoff. The proposed development achieves this requirement as outlined in the table below: Table 1: Rate Attenuation -Atlas 14 2 Year 11.84 in.) 10 Year (4.10 in.) 100 Year (7.18 in.) 100 Year, 10-day Snow It Event (7.30 in.) Rate Attenuation Summary -Total Site Pre -Development Rate (CFS) 0.23 1.04 3.69 1.08 Post -Development Rate (CFS) 0.13 0.33 2.41 0.22 Rate Attenuation Summary - Existing Onsite Inlet Pre -Development Rate (CFS) 0.09 0.41 1.40 0.36 Post -Development Rate (CFS) 0.02 0.08 0.26 0.06 Table 2: Rate Attenuation -TP-40 2 Year (1.75 in.) 10 Year (4.10 in.) 100 Year (5.95 in.) 100 Year, 10-day snow Melt Event (5.95 in.) Rate Attenuation Summary -Total Site Pre -Development Rate (CFS) 0.20 1.071 2.51 0.88 Post -Development Rate (CFS) 1 0.12 0.34 0.65 0.18 Rate Attenuation Summary - Existing Onsite Inlet Pre -Development Rate (CFS) 0.08 1 0.41 1 0.95 0.30 Post -Development Rate (CFS) 0.01 1 0.08 1 0.18 0.05 Christian Brothers Automotive - Stormwater Report Page 5 Chanhassen, MN Kimley>>)Horn Stormwater drainage from the proposed development flows via public storm sewer system to an existing MNDOT facility downstream within the MNDOT right-of-way at the corner of Crossroads Blvd. and MN 101. It is our understanding the existing MnDOT drainage facility was originally designed utilizing Technical Paper-40 rainfall data administered by the National Oceanic and Atmospheric Administration. The pre -development runoff rate utilizing TP-40 rainfall intensity data, as shown in Table 2 above, shows the existing runoff rate from the site is 2.51 CFS. The post - development condition is assessed using the Atlas-14 distribution, where the 100-year rainfall event for the total site is 2.41 CFS. The proposed post -development runoff rate utilizing the TP-40 rainfall intensity data yields a runoff rate of 0.65 CFS, which is lower than the existing MNDOT drainage facility was designed for. The proposed runoff rate utilizing the Atlas-14 analysis, as well as the TP- 40, is lower than the existing conditions TP-40 runoff rates, as shown above. 5.0 Volume Reduction Summary The Riley -Purgatory -Bluff Creek Watershed District requires applicants provide onsite retention of 1.1 inches over the proposed impervious surface of the Site. Based on the proposed plans the required onsite retention is met based on the following: Table 3: Volume Reduction Proposed Impervious Area 0.55 AC (Reconstructed and New) Treatment Depth Required 1.1 Inches Required Infiltration Volume 2,196 CF Provided Infiltration Volume BMP #1: 2,470 CF BMP #2: 5,669 CF 8,139 CF TOTAL 6.0 Water Quality Summary The Riley -Purgatory -Bluff Creek Watershed District requires removal of 60% of the total phosphorus (TP) and 90% of the total suspended solids (TSS). Watershed requirements will be achieved through the use of infiltration in BMP #1 and BMP #2. All BMPs systems are required to provide water quality volume below the lowest flow outlet and provide draw down within 48 hours. An infiltration rate of 0.8 in/hr was used per the USDA Web Soil Survey information and Minnesota Stormwater Manual recommendations. Based on this infiltration rate, the maximum allowable infiltration for these systems is based on a ponding depth of 3.2 feet above the bottom of the system. BMP #1 proposes a ponding depth of 1.70 feet, which is within the required limit. BMP #2 proposed a ponding depth of 2.60 feet, which is within the required limit. In addition to Results of the Minimal Impact Design Standards (MIDS) analysis for the site is shown in the Summary below. These results show that BMP #1 and BMP#2 increase the site's removal efficiency of TP and TSS when compared to existing conditions, which is consistent with requirements of the RPBC Watershed District. A full analysis is provided in Appendix 3. Water Quality Calculations. Christian Brothers Automotive - Stormwater Report Page 6 Chanhassen, MN Kimley»)Horn Minimal Impact Design Standards IMIDSI Summary: Summary Information Performance Gael Requirement Performance goat volume retention requirement 2196 1`13 Volume removed by BMPs towards performance goal: 2120 ft° Percent volume removed towards Performance goal 97 % Annual Volume and Pollutant load Reductlens Pust OlmlopmeM annual runoff Volume 12838 acre-ft Annual runoff volume removed by BMPs: 1.2003 acre-ft Percent annual runoff volume removed: 93 % Post development annual particulate P load: 0.576 Ibs Annual particuate P removed by BMN, 0.539 Ibs Post dauebpment annual dissolved P load 0.411 Ibi Annual dasolved P removed by BMPs: 0.441 Ibs Percent atvnol total Phosphorus removed: 93 % Post development annual TSS load: 190.3 its Annual TSS removed by BMPs: 177.9 Ibs Percent annual TSs removed 93 % Christian Brothers Automotive - Stormwater Report Page 7 Chanhassen, MN Kimsey>>)Horn Exhibits Christian Brothers Automotive - Stormwater Report Page 8 Chanhassen, MN Kimley»)Horn Exhibit 1. Existing Drainage Exhibit Christian Brothers Automotive - Stormwater Report Page 9 Chanhassen, MN s 1 HIM f �• r 41 - ------ - mom Rwx u e IS // fi -- _� • �VOOt� t�<. Kimley»)Horn Exhibit 2. Proposed Drainage Exhibit Christian Brothers Automotive - Stormwater Report Page 10 Chanhassen, MN L e� S � r 4 C-DA-2 C-DA-1 I m 5 III.,,. o -DA-4 p w FDA-3 � �7 j °<w V yr 1 i i j � e C DA-52-5 w u:� Kimler Horn Appendices Christian Brothers Automotive - Stormwater Report Page 11 Chanhassen, MN Kimley»>Horn Appendix 1. Pre -Development HydroCAD Model Analysis (TP-40) Christian Brothers Automotive - Stormwater Report Page 12 Chanhassen, MN *I V- A-2 ( ) 1S V-DA-1 :4]R C� ZS TOTAL SITE V-DA-3 Subcat Reach Z ond_ Link V-DA-4 Eml EX ONSITE INLET CBA Chanhassen Ex Cond_TP-40_Rainfall Prepared by Kimley-Horn and Associates Printed 10/25/2020 HydroCAD010 00-22 s/n 09843 ©2018 HydroCAD Software Solutions LLC Page 2 Area Listing (all nodes) Area CN Description (acres) (subcatchment-numbers) 0.889 61 >75% Grass cover, Good, HSG B (1S, 2S, 3S, 6S) 0.889 61 TOTAL AREA CBA Chanhassen Ex Cond_TP-4O_Rainfall Prepared by Kimley-Horn and Associates Printed 10/25/2020 Soil Listing (all nodes) Area Soil Subcatchment (acres) Group Numbers 0.000 HSG A 0.889 HSG B 1S, 2S, 3S, 6S 0.000 HSG C 0.000 HSG D 0.000 Other 0.889 TOTAL AREA CBA Chanhassen Ex Cond_TP-40_Rainfall Prepared by Kimley-Horn and Associates Printed 10/25/2020 HydroCAD®10 00-22 s/n 09843 02018 HydroCAD Software Solutions LLC Page 4 Ground Covers (all nodes) HSG-A HSG-B HSG-C HSG-D (acres) (acres) (acres) (acres) 0.000 0.889 0.000 0.000 0.000 0.889 0.000 0.000 Other Total Ground acres) (acres) Cover Subcatchment Numbers 0.000 0.889 >75% Grass cover, Good 1 S, 2S, 3S, 6S 0.000 0.889 TOTAL AREA CBA Chanhassen Ex Cond_TP-40Rainfall Type l/ 24-hr 2-Year Rainfall=2.75" Prepared by Kimley-Horn and Associa_tes Printed 10/25/2020 HydroCAD9 10.00-22 s/n 09843_ © 2018 HydroCAD Software Solutions LLC pane 5 Time span=1.00-72.00 hrs, dt=0.05 hrs, 1421 points Runoff by SCS TR-20 method, UH=SCS, Weighted-CN Reach routing by Stor-Ind+Trans method - Pond routing by Stor-Ind method Subcatchment 1S: V-DA-1 Runoff Area=0.097 ac 0.00% Impervious Runoff Depth=0.28" Flow Length=70' Slope=0.0200'/' Tc=7.8 min CN=61 Runoff=0.03 cfs 0.002 of Subcatchment 2S: V-DA-3 Runoff Area=0.326 ac 0.00% Impervious Runoff Depth=0.28" Flow Length=140' Slope=0.0200'/' Tc=13.6 min CN=61 Runoff=0.06 cfs 0.007 of Subcatchment 3S: V-DA-4 Runoff Area=0.297 ac 0.00% Impervious Runoff Depth=0.28" Flow Length=100' Slope=0.0400 '/' Tc=7.9 min CN=61 Runoff=0.08 cfs 0.007 of Subcatchment 6S: V-DA-2 Runoff Area=0.169 ac 0.00% Impervious Runoff Depth=0.28" Flow Length=100' Slope=0.0400'/' Tc=7.9 min CN=61 Runoff=0.04 cfs 0.004 of Reach 4R: TOTAL SITE Reach 9R: EX ONSITE INLET Inflow=0.20 cfs 0.020 of Outflow=0.20 cfs 0.020 of Inflow=0.08 cfs 0.007 of Outflow=0.08 cfs 0.007 of Total Runoff Area = 0.889 ac Runoff Volume = 0.020 of Average Runoff Depth = 0.28" 100.00% Pervious = 0.889 ac 0.00% Impervious = 0.000 ac CBA Chanhassen Ex Cond_TP-40_Rainfall Type /l 24-hr 2-Year Rainfall=2.75" Prepared by Kimley-Horn and Associates Printed 10/25/2020 HydroCAD® 10.00-22 s/n 09843 © 2018 HydroCAD Software Solutions LLC Page 6 Summary for Subcatchment 1S: V-DA-1 Runoff = 0.03 cfs @ 12.04 hrs, Volume= 0.002 af, Depth= 0.28" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN. Time Span= 1.00-72.00 hrs, dt= 0.05 hrs Type II 24-hr 2-Year Rainfall=2.75" Area (ac) CN Description 0.097 61 >75% Grass cover, Good, HSG B 0.097 100.00% Pervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (f /ft) (f /sec) (cfs) 7.8 70 0.0200 0.15 Sheet Flow, Grass: Short n= 0.150 P2= 2.84" Subcatchment 1S: V-DA-1 L� CBA Chanhassen Ex Cond_TP-40Rainfall Type 1124-hr 2-Year Rainfall=2.75" Prepared by Kimley-Horn and Associa_tes Printed 10/25/2020 Summary for Subcatchment 2S: V-DA-3 Runoff = 0.06 cfs @ 12.11 hrs, Volume= 0.007 af, Depth= 0.28" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 1.00-72.00 hrs, dt= 0.05 hrs Type II 24-hr 2-Year Rainfall=2.75" Area (ac) CN Description 0.326 61 >75% Grass cover, Good, HSG B 0.326 100.00% Pervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (f /sec) (cfs) 13.6 140 0.0200 0.17 Sheet Flow, Grass: Short n= 0.150 P2= 2.84" Subcatchment 2S: V-DA-3 ■ R-ff CBA Chanhassen Ex Cond_TP-40Rainfall Type l/ 24-hr 2-Year Rainfall=2.75" Prepared by Kimley-Horn and Associa_tes Printed 10/25/2020 HydroCAD® 10 00-22 s/n 09843 © 2018 HydroCAD Software Solutions LLC Page 8 Summary for Subcatchment 3S: V-DA4 Runoff = 0.08 cfs @ 12.04 hrs, Volume= 0.007 af, Depth= 0.28" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 1.00-72.00 hrs, dt= 0.05 hrs Type II 24-hr 2-Year Rainfall=2.75" Area (ac) CN Description 0.297 61 >75% Grass cover, Good HSG B 0.297 100.00% Pervious Area Tc Length Slope Velocity Capacity Description _(min) (feet) (ft/ft) (ft/sec) (cfs) 7.9 100 0.0400 0.21 Sheet Flow, Grass: Short n= 0.150 P2= 2.84" Subcatchment 3S: V-DA-4 Hydrograph Time (hours) CBA Chanhassen Fir Cond_TP-40 Rainfall Type l/ 24-hr 2-Year Rainfall=2.75" Prepared by Kimley-Hom and Associates Printed 10/25/2020 HydroCAD010.00-22 s/n 09843 02018 HvdroCAD Software Solutions LLC Page 9 Summary for Subcatchment 6S: V-DA-2 Runoff = 0.04 cfs @ 12.04 hrs, Volume= 0.004 af, Depth= 0.28" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 1.00-72.00 hrs, dt= 0.05 hrs Type II 24-hr 2-Year Rainfall=2.75" Area (ac) CN Description 0.169 61 >75% Grass cover, Good, HSG B 0.169 100.00% Pervious Area Tc Length Slope nin) (feet) (ft/ft) 7.9 100 0.0400 Description 0.21 Sheet Flow, Grass: Short n= 0.150 P2= 2.84" Subcatchment 6S: V-DA-2 ObOMt ■ RugR CBA Chanhassen Ex Cond_TP-40_Rainfall Type 1124-hr 2-Year Rainfall=2.75" Prepared by Kimley-Horn and Associates Printed 10/25/2020 HydroCAD01 D 00-22 s/n 09843 ©2018 HydroCAD Software Solutions LLC Page 10 Summary for Reach 4R: TOTAL SITE [40] Hint: Not Described (Outflow=Inflow) Inflow Area = 0.889 ac, 0.00% Impervious, Inflow Depth = 0.28" for 2-Year event Inflow = 0.20 cfs @ 12.05 hrs, Volume= 0.020 of Outflow = 0.20 cfs @ 12.05 hrs, Volume= 0.020 af, Atten= 0%, Lag= 0.0 min Routing by Stor-Ind+Trans method, Time Span= 1.00-72.00 hrs, dt= 0.05 hrs Reach 4R: TOTAL SITE Hydrograph ■ Mbw ■ 20J wi Tim! pan) CBA Chanhassen Ex Cond_TP-40_Rainfall Type // 24-hr 2- Year Rainfa11=2.75" Prepared by Kimley-Horn and Associates Printed 10/25/2020 HydroCAD® 10.00-22 s/n 09843 @ 2018 HvdroCAD Software Snlutinns I I C. Pam.. 11 Summary for Reach 9R: EX ONSITE INLET [401 Hint: Not Described (Outflow --Inflow) Inflow Area = 0.297 ac, 0.00% Impervious, Inflow Depth = 0.28" for 2-Year event Inflow = 0.08 cfs @ 12.04 hrs, Volume= 0.007 of Outflow = 0.08 cfs @ 12.04 hrs, Volume= 0.007 af, Atten= 0%, Lag= 0.0 min Routing by Stor-Ind+Trans method, Time Span= 1.00-72.00 hrs, dt= 0.05 hrs Reach 9R: EX ONSITE INLET Hydrograph ■ IMbv ® oWloa CBA Chanhassen Ex Cond_TP-40_Rainfall Type 1/ 24-hr 10-YearRainfa/1=4.20" Prepared by Kimley-Horn and Associates Printed 10/25/2020 HydroCAD® 10.00-22 s/n 09843 © 2018 HydroCAD Software Solutions LLC Page 12 Time span=1.00-72.00 hrs, dt=0.05 hrs, 1421 points Runoff by SCS TR-20 method, UH=SCS, Weighted-CN Reach routing by Stor-Ind+Trans method - Pond routing by Stor-Ind method Subcatchment 1S: V-DA-1 Runoff Area=0.097 ac 0.00% Impervious Runoff Depth=0.92" Flow Length=70' Slope=0.0200'/' Tc=7.8 min CN=61 Runoff=0.13 cfs 0.007 of Subcatchment 2S: V-DA-3 Runoff Area=0.326 ac 0.00% Impervious Runoff Depth=0.92" Flow Length=140' Slope=0.0200 7' Tc=13.6 min CN=61 Runoff=0.35 cfs 0.025 of Subcatchment 3S: V-DA-4 Runoff Area=0.297 ac 0.00% Impervious Runoff Depth=0.92" Flow Length=100' Slope=0.0400 T Tc=7.9 min CN=61 Runoff=0.41 cfs 0.023 of Subcatchment 6S: V-DA-2 Runoff Area=0.169 ac 0.00% Impervious Runoff Depth=0.92" Flow Length=100' Slope=0.0400 7' Tc=7.9 min CN=61 Runoff=0.23 cfs 0.013 of Reach 4R: TOTAL SITE Reach 9R: EX ONSITE INLET Inflow=1.07 cfs 0.068 of Outflow=1.07 cfs 0.068 of Inflow=0.41 cfs 0.023 of Outflow=0.41 cfs 0.023 of Total Runoff Area = 0.889 ac Runoff Volume = 0.068 of Average Runoff Depth = 0.92" 100.00% Pervious = 0.889 ac 0.00% Impervious = 0.000 ac CBA Chanhassen Ex Cond_TP-40_Rainfall Type 1124-hr 10-Year Rainfall=4.20" Prepared by Kimley-Horn and Associates Printed 10/25/2020 HydroCAD® 10.00-22 s/n 09843 © 2018 HydroCAD Software Solutions LLC Page 13 Summary for Subcatchment 1S: V-DA-1 Runoff = 0.13 cfs @ 12.01 hrs, Volume= 0.007 af, Depth= 0.92" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 1.00-72.00 hrs, dt= 0.05 hrs Type II 24-hr 10-Year Rainfall=4.20" Area (ac) CN Description 0.097 61 >75% Grass cover, Good HSG B 0.097 100.00% Pervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (f /sec) (cfs) 7.8 70 0.0200 0.15 Sheet Flow, Grass:Short n= 0.150 P2= 2.84" Subcatchment IS: V-DA-1 Hvdroaraoh ■ Runoft TkM (h1 m) CBA Chanhassen Ex Cond_TP-40_Rainfall Type // 24-hr 10-Year Rainfall=4.20" Prepared by Kimley-Horn and Associates Printed 10/25/2020 HydroCAD® 10 00-22 s/n 09843 © 2018 HydroCAD Software Solutions LLC Page 14 Summary for Subcatchment 2S: V-DA-3 Runoff = 0.35 cfs @ 12.08 hrs, Volume= 0.025 af, Depth= 0.92" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 1.00-72.00 hrs, dt= 0.05 hrs Type 11 24-hr 10-Year Rainfall=4.20" Area (ac) CN Description 0.326 61 >75% Grass cover, Good HSG B 0.326 100.00% Pervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (tUft) (f /sec) (cfs) 13.6 140 0.0200 0.17 Sheet Flow, Grass: Short n= 0.150 P2= 2.84" Subcatchment 2S: V-DA-3 Tkes (hewn) CBA Chanhassen Ex Cond_TP-40_Rainfall Type 1124-hr 10-Year Rainfall=4.20" Prepared by Kimley-Horn and Associates Printed 10/25/2020 HydroCAD® 10 00-22 s/n 09843 © 2018 HydroCAD Software Solutions LLC pano 16 Summary for Subcatchment 3S: V-DA-4 Runoff = 0.41 cfs @ 12.01 hrs, Volume= 0.023 af, Depth= 0.92" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 1.00-72.00 hrs, dt= 0.05 hrs Type II 24-hr 10-Year Rainfall=4.20" Area (ac) CN Description 0.297 61 >75% Grass cover, Good, HSG B 0.297 100.00% Pervious Area Tc Length Slope iin) (feet) (ft/ft) 7.9 100 0.0400 Velocity Capacity Description 0.21 Sheet Flow, Grass: Short n= 0.150 P2= 2.84" Subcatchment 3S: V-DA-4 Hvdroaraoh Jim IhOUM) ■ Rurwfl CBA Chanhassen Ex Cond_TP-40_Rainfall Type 1124-hr 10-Year Rainfall=4.20" Prepared by Kimley-Horn and Associates Printed 10/25/2020 HydroCAD® 10 00-22 s/n 09843 © 2018 HydroCAD Software Solutions LLC Page 16 Summary for Subcatchment 6S: V-DA-2 Runoff = 0.23 cfs @ 12.01 hrs, Volume= 0.013 at, Depth= 0.92" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 1.00-72.00 hrs, dt= 0.05 hrs Type II 24-hr 10-Year Rainfall=4.20" Area (ac) CN Description 0.169 61 >75% Grass cover, Good, HSG B 0.169 100.00% Pervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 7.9 100 0.0400 0.21 Sheet Flow, Grass: Short n= 0.150 P2= 2.84" Subcatchment GS: V-DA-2 ■ RuhoR Time (how ) CBA Chanhassen Ex Cond_TP-40_Rainfall Type // 24-hr 10-Year Rainfall=4.20" Prepared by Kimley-Horn and Associates Printed 10/25/2020 HydroCAD® 10.00-22 s/n 09843 © 2018 HydroCAD Software Solutions LLC Page 17 Summary for Reach 4R: TOTAL SITE [40] Hint: Not Described (Outflow --Inflow) Inflow Area = 0.889 ac, 0.00% Impervious, Inflow Depth = 0.92" for 10-Year event Inflow = 1.07 cfs @ 12.02 hrs, Volume= 0.068 of Outflow = 1.07 cfs @ 12.02 hrs, Volume= 0.068 af, Aften= 0%, Lag= 0.0 min Routing by Stor-Ind+Trans method, Time Span= 1.00-72.00 hrs, dt= 0.05 hrs Reach 4R: TOTAL SITE Hvdro ra0h VAM 28 in 12 14 16 M 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 64 66 68 60 62 64 66 68 70 72 Time (hours) . irt8ov . oumow CBA Chanhassen Ex Cond_TP-40_Rainfall Type 1124-hr 10-Year Rainfall=4.20" Prepared by Kimley-Horn and Associates Printed 10/25/2020 HydroCADO 10 00-22 s/n 09843 © 2018 HydroCAD Software Solutions LLC Page 18 Summary for Reach 9R: EX ONSITE INLET [40] Hint: Not Described (Outflow --Inflow) Inflow Area = 0.297 ac, 0.00% Impervious, Inflow Depth = 0.92" for 10-Year event Inflow = 0.41 cfs @ 12.01 hrs, Volume= 0.023 of Outflow = 0.41 cfs @ 12.01 hrs, Volume= 0.023 af, Atten= 0%, Lag= 0.0 min Routing by Stor-Ind+Trans method, Time Span= 1.00-72.00 hrs, dt= 0.05 hrs Reach 9R: EX ONSITE INLET CBA Chanhassen Ex Cond TP-40_Rainfall Type 1124-hr 100-Year Rainfall=5.95" Prepared by Kimley-Horn and Associates Printed 10/25/2020 Time span=1.00-72.00 hrs, dt=0.05 hrs, 1421 points Runoff by SCS TR-20 method, UH=SCS, Weighted-CN Reach routing by Stor-Ind+Trans method - Pond routing by Stor-Ind method Subcatchment 1S: V-DA-1 Runoff Area=0.097 ac 0.00% Impervious Runoff Depth=1.97" Flow Length=70' Slope=0.0200'f Tc=7.8 min CN=61 Runoff=0.31 cfs 0.016 of Subcatchment 2S: V-DA-3 Runoff Area=0.326 ac 0.00% Impervious Runoff Depth=1.97" Flow Length=140' Slope=0.0200 'f Tc=13.6 min CN=61 Runoff=0.84 cfs 0.054 of Subcatchment 38: V-DA-4 Runoff Area=0.297 ac 0.00% Impervious Runoff Depth=1.97" Flow Length=100' Slope=0.0400 'f Tc=7.9 min CN=61 Runoff=0.95 cfs 0.049 of Subcatchment 68: V-DA-2 Runoff Area=0.169 ac 0.00% Impervious Runoff Depth=1.97" Flow Length=100' Slope=0.0400 'f Tc=7.9 min CN=61 Runoff=0.54 cfs 0.028 of Reach 4R: TOTAL SITE Reach 9R: EX ONSITE INLET Inflow---2.51 cfs 0.146 of Outflow=2.51 cfs 0.146 of Inflow=0.95 cfs 0.049 of Outflow=0.95 cfs 0.049 of Total Runoff Area = 0.889 ac Runoff Volume = 0.146 of Average Runoff Depth =1.9r' 100.00% Pervious = 0.889 ac 0.00°/a Impervious = 0.000 ac CBA Chanhassen Ex Cond_TP-40_Rainfall Type // 24-hr 100-Year Rainfall=5.95" Prepared by Kimley-Horn and Associates Printed 10/25/2020 HydroCAD® 10 00-22 s/n 09943 © 2018 HydroCAD Software Solutions LLC Page 20 Summary for Subcatchment 1S: V-DA-1 Runoff = 0.31 cfs @ 12.00 hrs, Volume= 0.016 af, Depth= 1.97" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 1.00-72.00 hrs, dt= 0.05 hrs Type II 24-hr 100-Year Rainfall=5.95" Area (ac) CN DescriDton 0.097 61 >75% Grass cover, Good HSG B 0.097 100.00% Pervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (f /sec) (cfs) 7.8 70 0.0200 0.15 Sheet Flow, Grass: Short n= 0.150 P2= 2.84" Subcatchment 1S: V-DA-1 Hydrograph ® Rurafi Tim (hours) CBA Chanhassen Ex Cond_TP-40_Rainfall Type 1124-hr 100-Year Rainfall=5.95" Prepared by Kimley-Horn and Associates Printed 10/25/2020 HydroCAD®10.00-22 s/n 09843 (c) 9n18 Hvdrn( An Snffw.rc Snlidinnc I I r• o--- n4 Summary for Subcatchment 2S: V-DA-3 Runoff = 0.84 cfs @ 12.07 hrs, Volume= 0.054 af, Depth= 1.97" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 1.00-72.00 hrs, dt= 0.05 hrs Type II 24-hr 100-Year Rainfall=5.95" _ Area (ac) CN Description 0.326 61 >75% Grass cover, Good HSG B 0.326 100.00% Pervious Area Tc Length Slope Velocity Capacity Description Iln) (fP.PM Ifflft) Iff/eenl lrfcl 13.6 140 0.0200 0.17 Sheet Flow, Grass: Short n= 0.150 P2= 2.84" Subcatchment 2S: V-DA-3 Hydrograph ■ Raab TNrn (hour) CBA Chanhassen Ex Cond_TP-40_Rainfall Type 1124-hr 100-Year Rainfall=5.95" Prepared by Kimley-Horn and Associates Printed 10/25/2020 HydroCAD810 00-22 s/n 09843 @ 2018 HydroCAD Software Solutions LLC Page 22 Summary for Subcatchment 3S: V-DA-4 Runoff = 0.95 cfs @ 12.00 hrs, Volume= 0.049 af, Depth= 1.97" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 1.00-72.00 hrs, dt= 0.05 hrs Type II 24-hr 100-Year Rainfall=5.95" Area (ac) CN Description 0.297 61 >75% Grass cover, Good, HSG B 0.297 100.00% Pervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (f /ft) (f /sec) (cfs) 7.9 100 0.0400 0.21 Sheet Flow, Grass: Short n= 0.150 P2= 2.84" Subcatchment 3S: V-DA-4 Hydrograph SEEMS MI • r . 1 • n 11 • � 1 9 ' 1 1 Tkm O1 m) FM—kunotf CBA Chanhassen Ex Cond_TP-40Rainfall Type 1124-hr 100-Year Rainfall=5.95" Prepared by Kimley-Horn and Associa_tes Printed 10/25/2020 Summary for Subcatchment 6S: V-DA-2 Runoff = 0.54 cfs @ 12.00 hrs, Volume= 0.028 af, Depth= 1.97" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 1.00-72.00 hrs, dt= 0.05 hrs Type II 24-hr 100-Year Rainfall=5.95" Area (ac) CN Description 0.169 61 >75% Grass cover, Good HSG B 0.169 100.00% Pervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (f /sec) (cfs) 7.9 100 0.0400 0.21 Sheet Flow, Grass: Short n= 0.150 P2= 2.84" Subcatchment 6S: V-DA-2 ■ Runoff Tiny trlO ) CBA Chanhassen Ex Cond_TP-40_Rainfall Type 1124-hr 100-Year Rainfall=5.95" Prepared by Kimley-Horn and Associates Printed 10/25/2020 HydroCAD® 10.00-22 s/n 09843 @ 2018 HydroCAD Software Solutions LLC Page 24 Summary for Reach 4R: TOTAL SITE [40] Hint: Not Described (Outflow-- Inflow) Inflow Area = 0.889 ac. 0.00% Impervious, Inflow Depth = 1.97" for 100-Year event Inflow = 2.51 cfs @ 12.01 hrs, Volume= 0.146 of Outflow = 2.51 cfs @ 12.01 hrs, Volume= 0.146 af, Atten= 0%, Lag= 0.0 min Routing by Stor-Ind+Trans method, Time Span= 1.00-72.00 hrs, dt= 0.05 hrs Reach 4R: TOTAL SITE Hydrograph ■ k—d—M ■ OWioa Time thom) CBA Chanhassen Ex Cond_TP-40Rainfall Type II 24-hr 100-Year Rainfall=5.95" Prepared by Kimley-Horn and Associa_tes Printed 10/25/2020 HydroCAD® 10.00-22 s/n 09843 @ 2018 HydroCAD Software Solutions LLC pans 95 Summary for Reach 9R: EX ONSITE INLET i401 Hint: Not Described (Outflow --Inflow) Inflow Area = 0.297 ac, 0.00% Impervious, Inflow Depth = 1.97" for 100-Year event Inflow = 0.95 cfs @ 12.00 hrs, Volume= 0.049 of Outflow = 0.95 cfs @ 12.00 hrs, Volume= 0.049 af, Atten= 0%, Lag= 0.0 min Routing by Stor-Ind+Trans method, Time Span= 1.00-72.00 hrs, dt= 0.05 hrs Reach 9R: EX ONSITE INLET Hvdroaraoh ,m Th" pm") ■ Inllaa ff OUMQ4 V-qA-2 V- -4 1S V-DA-1 4R C�-9R 2S TOTAL SITE EX ONSITE INLET Bobcat Reach and Link CBA Chanhassen Ex Cond_TP-40 10 Day Snow Melt Prepared by Kimley-Horn and Associates Printed 10/25/2020 HydroCAD® 10.00-22 s/n 09843 © 2018 HydroCAD Software Solutions LLC Page 2 Area Listing (all nodes) Area CN Description (acres) (subcatchment-numbers) 0.889 100 >75% Grass cover, Good, HSG B (1S, 2S, 3S, 6S) 0,889 100 TOTAL AREA CBA Chanhassen Ex Cond_TP-40 10 Day Snow Melt Prepared by Kimley-Horn and Associates Printed 10/25/2020 HydroCAD® 10 00-22 s/n 09843 © 2018 HydroCAD Software Solutions LLC Page 3 Soil Listing (all nodes) Area Soil Subcatchment (acres) Group Numbers 0.000 HSG A 0.889 HSG B 1S, 2S, 3S, 6S 0.000 HSG C 0.000 HSG D 0.000 Other 0.889 TOTAL AREA CBA Chanhassen Ex Cond_TP-40 10 Day Snow Melt Prepared by Kimley-Horn and Associates Printed 10/25/2020 HydroCAD610.00-22 s/n 09843 C 2018 HVdrnr.An RnftwnrP Snh dlnne I I c o___ Ground Covers (all nodes) HSG-A HSG-B HSG-C HSG-D Other Total Ground Subcatchment (acres) (acres) (acres) (acres) (acres) (acres) Cover Numbers 0.000 0.889 0.000 0.000 0.000 0.889 >75% Grass cover, Good 1S, 2S, 3S, 6S 0.000 0.889 0.000 0.000 0.000 0.889 TOTAL AREA CBA Chanhassen Ex Cond_TP-40 10 Type l/ 24-hr 240.00 hrs Custom Rainfall=5.95". AMC=4 Prepared by Kimley-Horn and Associates Printed 10/25/2020 HydroCAD® 10 00-22 s/n 09843 © 2018 HydroCAD Software Solutions LLC Page 5 Time span=1.00-240.00 hrs. dt=0.01 hrs, 23901 points Runoff by SCS TR-20 method, UH=SCS, Weighted-CN Reach routing by Stor-Ind+Trans method - Pond routing by Stor-Ind method Subcatchment 1S: V-DA-1 Runoff Area=0.097 ac 100.00% Impervious Runoff Depth>5.94" Flow Length=70' Slope=0.02007 Tc=7.8 min CN=100 Runoff=0.10 cfs 0.048 of Subcatchment 2S: V-DA-3 Runoff Area=0.326 ac 100.00% Impervious Runoff Depth>5.94" Flow Length=140' Slope=0.0200 7 Tc=13.6 min CN=100 Runoff=0.32 cfs 0.161 of Subcatchment 3S: V-DA-4 Runoff Area=0.297 ac 100.00% Impervious Runoff Depth>5.94" Flow Length=100' Slope=0.0400 7 Tc=7.9 min CN=100 Runoff=0.30 cfs 0,147 of Subcatchment 6S: V-DA-2 Runoff Area=0.169 ac 100,00% Impervious Runoff Depth>5.94" Flow Length=100' Slope=0.0400 T Tc=7.9 min CN=100 Runoff=0.17 cfs 0.084 of Reach 4R: TOTAL SITE Reach 9R: EX ONSITE INLET Inflow=0.88 cfs 0.440 of Outflow=0.88 cfs 0.440 of Inflow=0.30 cfs 0.147 of Outflow=0.30 cfs 0.147 of Total Runoff Area = 0.889 ac Runoff Volume = 0.440 of Average Runoff Depth = 5.94" 0.00% Pervious = 0.000 ac 100.00% Impervious = 0.889 ac CBA Chanhassen Ex Cond_TP-4O 10 Type 1124-hr 240.00 hrs Custom Rainfall=5.95" AMC=4 Prepared by Kimley-Hom and Associates Printed 10'/25/2020 Summary for Subcatchment 1S: V-DA4 Runoff = 0.10 cis @ 119.09 hrs, Volume= 0.048 at, Depth> 5.94" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 1.00-240.00 hrs, dt= 0.01 hrs Type II 24-hr 240.00 hrs Custom Rainfall=5.95", AMC=4 Area (ac) CN Description 0.097 100 >75% Grass cover, Good, HSG B 0.097 100.00% Impervious Area Tc Length Slope u_n) (feet) (f /ft) 7.8 70 0.0200 Velocity Capacity Description 0.15 Sheet Flow, Grass: Short n= 0.150 P2= 2.84" Subcatchment 1S: V-DA-I new pww ) ■ Rk" CBA Chanhassen Ex Cond_TP-40 10 Type 1124-hr 240.00 hrs Custom Rainfall=5.95", AMC=4 Prepared by Kimley-Horn and Associates Printed 10/25/2020 HydroCAD® 10 00-22 s!n 09843 © 2018 HydroCAD Software Solutions LLC Page 7 Summary for Subcatchment 2S: V-DA-3 Runoff = 0.32 cfs @ 119.15 hrs, Volume= 0.161 at, Depth> 5.94" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 1.00-240.00 hrs, dt= 0.01 hrs Type II 24-hr 240.00 hrs Custom Rainfall=5.95", AMC=4 Area (ac) CN Description 0.326 100 >75% Grass cover, Good HSG B 0.326 100.00% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 13.6 140 0.0200 0.17 Sheet Flow, Grass: Short n= 0.150 P2= 2.84" Subcatchment 2S: V-DA-3 Hydrograph ■ RU—M Time (hours) CBA Chanhassen Ex Cond_TP-40 10 Type // 24-hr 240.00 hrs Custom Rainfall=5.95", AMC=4 Prepared by Kimley-Horn and Associates Printed 10/25/2020 HydroCAD® 10.00-22 s/n 09843 © 2018 HVdroCAD Software Solutions LLC Page 8 Summary for Subcatchment 3S: V-DA-4 Runoff = 0.30 cfs @ 119.09 hrs, Volume= 0.147 at, Depth> 5,94" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 1.00-240.00 hrs, dt= 0.01 hrs Type II 24-hr 240.00 hrs Custom Rainfall=5.95", AMC=4 Area (ac) CN Description ` 0.297 100 >75% Grass cover, Good HSG B 0,297 100.00% Impervious Area Tc Length Slope tin) (feet) (f /ft) 7.9 100 0.0400 Description 0.21 Sheet Flow, Grass: Short n= 0.150 P2= 2.84" Subcatchment 3S: V-DA-4 Hydrograph ThM (hours) ■ RunoR CBA Chanhassen Ex Cond_TP-40 10 Type 1124-hr 240.00 hrs Custom Rainfall=5.95", AMC=4 Prepared by Kimley-Horn and Associates Printed 10/25/2020 HydroCAD® 10.00-22 s/n 09843 © 2018 HydroCAD Software Solutions LLC Page 9 Summary for Subcatchment 6S: V-DA-2 Runoff = 0.17 cfs @ 119.09 hrs, Volume= 0.084 af, Depth> 5.94" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 1.00-240.00 hrs, dt= 0.01 hrs Type II 24-hr 240.00 hrs Custom Rainfall=5.95", AMC=4 Area (ac) CN Description 0.169 100 >75% Grass cover, Good HSG B 0.169 100.00% Impervious Area Tc Length Description 7.9 100 0.0400 0.21 Sheet Flow, Grass: Short n= 0.150 P2= 2.84" Subcatchment 6S: V-DA-2 ® RUnofl Tlms (houm) CBA Chanhassen Ex Cond_TP-40 10 Type 1124-hr 240.00 hrs Custom Rainfall=5.95', AMC=4 Prepared by Kimley-Horn and Associates Printed 10/25/2020 HydroCADV 10.00-22 s/n 09843 @ 2018 HydroCAD Software Solutions LLC Page 10 Summary for Reach 4R: TOTAL SITE [401 Hint: Not Described (Outflow-- Inflow) Inflow Area = 0.889 ac,100.00% Impervious, Inflow Depth > 5.94" for Custom event Inflow = 0.88 cfs @ 119.11 hrs, Volume= 0.440 of Outflow = 0.88 cfs @ 119.11 hrs, Volume= 0.440 af, Atten= 0%, Lag= 0.0 min Routing by Stor-Ind+Trans method, Time Span= 1.00-240.00 hrs, dt= 0.01 hrs Reach 4R: TOTAL SITE Hydrograph ■ WIM— ■ oublow Time (houm) CBA Chanhassen Ex Cond_TP-40 10 Type 1124-hr 240.00 hrs Custom Rainfall=5.95", AMC=4 Prepared by Kimley-Horn and Associates Printed 10125/2020 HydroCADO 10.00-22 s/n 09843 @ 2018 HydroCAD Software Solutions LLC Page 11 Summary for Reach 9R: EX ONSITE INLET [40] Hint: Not Described (Outflow --Inflow) Inflow Area = 0.297 ac,100.00% Impervious, Inflow Depth > 5.94" for Custom event Inflow = 0.30 cfs @ 119.09 hrs, Volume= 0.147 of Outflow = 0.30 cfs @ 119.09 hrs, Volume= 0.147 af, Atten= 0%, Lag= 0.0 min Routing by Stor-Ind+Trans method, Time Span= 1.00-240.00 hrs, dt= 0.01 hrs Reach 9R: EX ONSITE INLET Hydrograph ■ Ytllvn ■ O�Allow Time fhoum) Appendix Pre -Development Christian Brothers Automotive - Stormwater Report Page 13 Chanhassen, MN V- A-2 V- A-4 1S V-DA-1 4R 9R ZS T 1 -_ Subcat Reach and Link OTAL SITE EX ONSITE INLET CBA Chanhassen Ex Cond_Atlas 14 Rainfall Prepared by Kimley-Horn and Associates Area Listing (all nodes) Area CN Description acres) (subcatchment-numbers) 0.889 61 >75% Grass cover, Good, HSG B (1S, 2S, 3S, 6S) 0.889 61 TOTAL AREA Printed 10/25/2020 CBA Chanhassen Ex Cond_Atlas 14_Rainfall Prepared by Kimley-Horn and Associates Printed 10/25/2020 HydroCAD®10.00-22 s/n 09843 ©2018 HydroCAD Software Solutions LLC Paae 3 Soil Listing (all nodes) Area Soil Subcatchment (acres) Group Numbers 0.000 HSG A 0.889 HSG B 1S, 2S, 3S, 6S 0.000 HSG C 0.000 HSG D 0.000 Other 0.889 TOTAL AREA CBA Chanhassen Ex Cond_Atlas 14 Rainfall Prepared by Kimley-Horn and Associates Ground Covers (all nodes) HSG-A HSG-B HSG-C HSG-D Other Total Ground Printed 10/25/2020 Numbers (acres) (acres) (acres) (acres) (acres) (acres) Cover Numbers 0.000 0.889 0.000 0.000 0.000 0.889 >75% Grass cover, Good 1 S, 2S, 3S, 6S 0.000 0.889 0.000 0.000 0.000 0.889 TOTAL AREA CBA Chanhassen Ex Cond_Atlas 14 Rainfall MSE24-hr3 2-Year Rainfall=2.84" Prepared by Kimley-Horn and Associates Printed 10/25/2020 HydroCAD® 10.00-22 s/n 09843 © 2018 HydroCAD Software Solutions LLC Page 5 Time span=1.00-72.00 hrs, dt=0.05 hrs, 1421 points Runoff by SCS TR-20 method, UH=SCS, Weighted-CN Reach routing by Stor-Ind+Trans method - Pond routing by Stor-Ind method Subcatchment 1S: V-DA-1 Runoff Area=0.097 ac 0.00% Impervious Runoff Depth=0.31" Flow Length=70' Slope=0.0200'/' Tc=7.8 min CN=61 Runoff=0.03 cfs 0.002 of Subcatchment 2S: V-DA-3 Runoff Area=0.326 ac 0.00% Impervious Runoff Depth=0.31" Flow Length=140' Slope=0.0200'f Tc=13.6 min CN=61 Runoff=0.08 cfs 0.008 of Subcatchment 3S: V-DA-4 Runoff Area=0.297 ac 0.00% Impervious Runoff Depth=0.31" Flow Length=100' Slope=0.0400'/' Tc=7.9 min CN=61 Runoff=0.09 cfs 0.008 of Subcatchment 6S: V-DA-2 Runoff Area=0.169 ac 0.00% Impervious Runoff Depth=0.31" Flow Length=100' Slope=0.0400'/' Tc=7.9 min CN=61 Runoff=0.05 cfs 0.004 of Reach 4R: TOTAL SITE Reach 9R: EX ONSITE INLET Inflow=0.23 cfs 0.023 of Outflow=0.23 cfs 0.023 of Inflow=0.09 cfs 0.008 of Outflow=0.09 cfs 0.008 of Total Runoff Area = 0.889 ac Runoff Volume = 0.023 of Average Runoff Depth = 0.31" 100.00% Pervious = 0.889 ac 0.00% Impervious = 0.000 ac CBA Chanhassen Ex Cond_Atlas 14 Rainfall MSE 24-hr 3 2-Year Rainfall=2.84" Prepared by Kimley-Horn and Associates Printed 10/25/2020 HydroCAD® 10.00-22 s/n 09843 © 2018 HydroCAD Software Solutions LLC Pane 8 Summary for Subcatchment 1S: V-DA-1 Runoff = 0.03 cfs @ 12.20 hrs, Volume= 0.002 af, Depth= 0.31" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 1.00-72.00 hrs, dt= 0.05 hrs MSE 24-hr 3 2-Year Rainfall=2.84" Area (ac) CN Description 0.097 61 >75% Grass cover, Good HSG 8 0.097 100.00% Pervious Area Tc Length Slope iin) (feet) (f /ft) 7.8 70 0.0200 Velocity Capacity Description 0.15 Sheet Flow, Grass: Short n= 0.150 P2= 2.84" Subcatchment 1S: V-DA-1 Hydrograph 0V t ■ R--10 CBA Chanhassen Ex Cond_Atlas 14 Rainfall MSE 24-hr 3 2-Year Rainfall=2.84" Prepared by Kimlev-Horn and Associates Printed 10/25/2020 Summary for Subcatchment 2S: V-DA-3 Runoff = 0.08 cfs @ 12.29 hrs, Volume= 0.008 af, Depth= 0.31" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 1.00-72.00 hrs, dt= 0.05 hrs MSE 24-hr 3 2-Year Rainfall=2.84" Area (ac) CN Description 0.326 61 >75% Grass cover, Good HSG B 0.326 100.00% Pervious Area Tc Length Slope min) (feet) (ft/ft) 13.6 140 0.0200 Description 0.17 Sheet Flow, Grass: Short n= 0.150 P2= 2.84" Subcatchment 2S: V-DA-3 Tke (noun) ■ canon CBA Chanhassen Ex Cond_Atlas 14 Rainfall MSE 24-hr 3 2-Year Rainfall=2.84" Prepared by Kimley-Horn and Associates Printed 10/25/2020 HydroCAD® 10.00-22 s/n 09843 © 2018 HydroCAD Software Solutions LLC Pane 8 Summary for Subcatchment 3S: V-DA-4 Runoff = 0.09 cfs @ 12.20 hrs, Volume= 0.008 af, Depth= 0.31" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 1.00-72.00 hrs, dt= 0.05 hrs MSE 24-hr 3 2-Year Rainfall=2.84" Area (ac) CN Description 0.297 61 >75% Grass cover, Good HSG B 0.297 100.00% Pervious Area Tc Length Slope tin) (feet) (ft/ft) 7.9 100 0.0400 Description 0.21 Sheet Flow, Grass: Short n= 0.150 P2= 2.84" Subcatchment 3S: V-DA-4 Hydrograph Time (hours) ■ R,--O CBA Chanhassen Ex Cond_Atlas 14 Rainfall MSE 24-hr 3 2-Year Rainfall=2.84" Prepared by Kimley-Horn and Associates Printed 10/25/2020 HydroCAD® 10.00-22 s/n 09843 @ 2018 HydroCAD Software Solutions LLC Page 9 Summary for Subcatchment 6S: V-DA-2 Runoff = 0.05 cfs @ 12.20 hrs, Volume= 0.004 af, Depth= 0.31" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 1.00-72.00 hrs, dt= 0.05 hrs MSE 24-hr 3 2-Year Rainfall=2.84" Area (ac) CN Descriotion 0.169 61 >75% Grass cover, Good HSG B 0.169 100.00% Pervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (f /sec) (cfs) 7.9 100 0.0400 0.21 Sheet Flow, Grass: Short n= 0.150 P2= 2.84" Subcatchment 6S: V-DA-2 Hydrograph ■ Runolr Time (houm) CBA Chanhassen Ex Cond_Atlas 14 Rainfall MSE 24-hr 3 2-Year Rainfall=2.84" Prepared by Kimley-Horn and Associates Printed 10/25/2020 HydroCAD® 10.00-22 s/n 09843 © 2018 HydrOCAD Software Solutions LLC Page 10 Summary for Reach 4R: TOTAL SITE [401 Hint: Not Described (Outflow-- Inflow) Inflow Area = 0.889 ac, 0.00% Impervious, Inflow Depth = 0.31" for 2-Year event Inflow = 0.23 cfs @ 12.22 hrs, Volume= 0.023 of Outflow = 0.23 cfs @ 12.22 hrs, Volume= 0.023 af, Atten= 0%, Lag= 0.0 min Routing by Stor-Ind+Trans method, Time Span= 1.00-72.00 hrs, dt= 0.05 hrs Reach 4R: TOTAL SITE ■ Infiav -11 E oUMav 1IMf♦ tko� CBA Chanhassen Ex Cond_Atlas 14 Rainfall MSE24-hr3 2-Year Rainfall=2.84" Prepared by Kimley-Horn and Associates Printed 10/25/2020 HydroCADO 10.00-22 s/n 09843 @ 2018 HydroCAD Software Solutions LLC Page 11 Summary for Reach 9R: EX ONSITE INLET [401 Hint: Not Described (Outflow-- Inflow) Inflow Area = 0.297 ac, 0.00% Impervious, Inflow Depth = 0.31" for 2-Year event Inflow = 0.09 cfs @ 12.20 hrs, Volume= 0.008 of Outflow = 0.09 cfs @ 12.20 hrs, Volume= 0.008 af, Atten= 0%, Lag= 0.0 min Routing by Stor-Ind+Trans method, Time Span= 1.00-72.00 hrs, dt= 0.05 hrs Reach 9R: EX ONSITE INLET Hydrograph ■ Inlbw —11 ■ OUMM Th" Apt!) CBA Chanhassen Ex Cond_Atlas 14 Rainfall MSE 24-hr3 10-Year Rainfall=4.20" Prepared by Kimley-Horn and Associates Printed 10/25/2020 HydroCAD® 10.00-22 s/n 09843 © 2018 HydroCAD Software Solutions LLC Page 12 Time span=1.00-72.00 hrs, dt=0.05 hrs, 1421 points Runoff by SCS TR-20 method, UH=SCS, Weighted-CN Reach routing by Stor-Ind+Trans method - Pond routing by Stor-Ind method Subcatchment 1S: V-DA-1 Runoff Area=0.097 ac 0.00% Impervious Runoff Depth=0.92" Flow Length=70' Slope=0.0200'/' Tc=7.8 min CN=61 Runoff=0.13 cfs 0.007 of Subcatchment 2S: V-DA-3 Runoff Area=0.326 ac 0.00% Impervious Runoff Depth=0.92" Flow Length=140' Slope=0.0200'/' Tc=13.6 min CN=61 Runoff=0.35 cfs 0.025 of Subcatchment 3S: V-DA-4 Runoff Area=0.297 ac 0.00% Impervious Runoff Depth=0.92" Flow Length=100' Slope=0.0400 T Tc=7.9 min CN=61 Runoff=0.41 cfs 0.023 of Subcatchment 6S: V-DA-2 Runoff Area=0.169 ac 0.00% Impervious Runoff Depth=0.92" Flow Length=100' Slope=0.0400'/' Tc=7.9 min CN=61 Runoff=0.23 cfs 0.013 of Reach 4R: TOTAL SITE Reach 9R: EX ONSITE INLET Inflow=1.04 cfs 0.068 of Outflow=1.04 cfs 0.068 of Inflow=0.41 cfs 0.023 of Outflow=0.41 cfs 0.023 of Total Runoff Area = 0.889 ac Runoff Volume = 0.068 of Average Runoff Depth = 0.92" 100.00% Pervious = 0.889 ac 0.00% Impervious = 0.000 ac CBA Chanhassen Ex Cond_Atlas 14 Rainfall MSE 24-hr 3 10-Year Rainfall=4.20" Prepared by Kimley-Horn and Associates Printed 10/25/2020 HydroCAD® 10.00-22 s/n 09843 @ 2018 HydroCAD Software Solutions LLC Page 13 Summary for Subcatchment 1S: V-DA-1 Runoff = 0.13 cfs @ 12.16 hrs, Volume= 0.007 at, Depth= 0.92" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 1.00-72.00 hrs, dt= 0.05 hrs MSE 24-hr 3 10-Year Rainfall=4.20" Area (ac) CN Description 0.097 61 >75% Grass cover, Good, HSG B 0.097 100.00% Pervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (f /ft) (f /sec) (cfs) 7.8 70 0.0200 0.15 Sheet Flow, Grass: Short n= 0.150 P2= 2.84" Subcatchment 1S: V-DA-1 ■ RugR Thm PWM) CBA Chanhassen Ex Cond_Atlas 14 Rainfall MSE24-hr3 10-Year Rainfall=4.20" Prepared by Kimley-Horn and Associates Printed 10/25/2020 HydroCADS 10,00-22 s/n 09843 © 2018 HydroCAD Software Solutions LLC Page 14 Summary for Subcatchment 2S: V-DA-3 Runoff = 0.35 cfs @ 12.25 hrs, Volume= 0.025 af, Depth= 0.92" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 1.00-72.00 hrs, dt= 0.05 hrs MSE 24-hr 3 10-Year Rainfall=4.20" Area (ac) CN Description 0.326 61 >75% Grass cover, Good, HSG B 0.326 100.00% Pervious Area Tc Length Slope min) (feet) (f /ft) 13.6 140 0.0200 Capacity Description 0.17 Sheet Flow, Grass: Short n= 0.150 P2= 2.84" Subcatchment 2S: V-DA-3 Hydrograph Tkw M�l ■ Rurwff CBA Chanhassen Ex Cond_Atlas 14 Rainfall MSE 24-hr 3 10-Year Rainfall=4.20" Prepared by Kimley-Horn and Associates Printed 10/25/2020 HydroCAD® 10 00-22 s/n 09843 @ 2018 HydroCAD Software Solutions LLC Page 15 Summary for Subcatchment 3S: V-DA-4 Runoff = 0.41 cfs @ 12.17 hrs, Volume= 0.023 af, Depth= 0.92" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 1.00-72,00 hrs, dt= 0.05 hrs MSE 24-hr 3 10-Year Rainfall=4.20" Area (ac) CN Description 0.297 61 >75% Grass cover. Good, HSG B 0.297 100.00% Pervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 7.9 100 0.0400 0.21 Sheet Flow, Grass: Short n= 0.150 P2= 2.84" Subcatchment 3S: V-DA-4 ■ Rwbe Time (ho ) CBA Chanhassen Ex Cond_Atlas 14 Rainfall MSE24-hr3 10-Year Rainfall=4.20" Prepared by Kimley-Horn and Associates Printed 10/25/2020 HvdroCAD® 10 nn_99 s/n noaac n,)niu w,,A—rAn Summary for Subcatchment 6S: V-DA-2 Runoff = 0.23 cfs @ 12.17 hrs, Volume= 0.013 af, Depth= 0.92" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 1.00-72.00 hrs, dt= 0.05 hrs MSE 24-hr 3 10-Year Rainfall=4.20" Area (ac) CN Description 0.169 61 >75% Grass cover, Good. HSG B 0.169 100.00% Pervious Area Tc Length Slope vn) (feet) (ft/ft) 7.9 100 0.0400 Velocity Capacity Description rR/carl lrrel 0.21 Sheet Flow, Grass: Short n= 0.150 P2= 2.64" Subcatchment 6S: V-DA-2 HydroSlraph ■ Ruaff CBA Chanhassen Ex Cond_Atlas 14 Rainfall MSE 24-hr 3 10-Year Rainfall=4.20" Prepared by Kimley-Horn and Associates Printed 10/25/2020 HydroCAD® 10 00-22 s/n 09843 © 2018 HydroCAD Software Solutions LLC Page 17 Summary for Reach 4R: TOTAL SITE [40] Hint: Not Described (Outflow=Inflow) Inflow Area = 0.889 ac, 0.00% Impervious, Inflow Depth = 0.92" for 10-Year event Inflow = 1.04 cfs @ 12.18 hrs, Volume= 0.068 of Outflow = 1.04 cfs @ 12.18 hrs, Volume= 0.068 af, Atten= 0%, Lag= 0.0 min Routing by Stor-Ind+Trans method, Time Span= 1.00-72.00 hrs, dt= 0.05 hrs Reach 4R: TOTAL SITE Hydrograph 4 6 81012141618202224262830323 38354U42 MMM M W 8M ee 8es9M MWWM Time (hoes) .� -11 . ouUIM CBA Chanhassen Ex Cond Atlas 14 Rainfall MSE 24-hr3 10-Year Rainfall=4.20" Prepared by Kimley-Horn and_Associates Printed 10/25/2020 HvdroCAhQ 1n nn-99 cln noaez n 9n1P u,,A,,rAn es.,.,...,, c,.i, ,.,,..,,. i i r — _. _ I - Summary for Reach 9R: EX ONSITE INLET [401 Hint: Not Described (Outflow --inflow) Inflow Area = 0.297 ac, 0.00% Impervious, Inflow Depth = 0.92" for 10-Year event Inflow = 0.41 cfs @ 12.17 hrs, Volume= 0.023 of Outflow = 0.41 cfs @ 12.17 hrs, Volume= 0.023 af, Atten= 0%, Lag= 0.0 min Routing by Stor-Ind+Trans method, Time Span= 1.00-72.00 hrs, dt= 0.05 hrs Reach 9R: EX ONSITE INLET ■ ,nft ■ OUMM CBA Chanhassen Ex Cond_Atlas 14 Rainfall MSE 24-hr3 100-Year Rainfall=7.18" Prepared by Kimley-Horn and Associates Printed 10/25/2020 HydroCAD® 10.00-22 s/n 09843 © 2018 HydroCAD Software Solutions LLC Page 19 Time span=1.00-72.00 hrs, dt=0.05 hrs. 1421 points Runoff by SCS TR-20 method, UH=SCS. Weighted-CN Reach routing by Stor-Ind+Trans method - Pond routing by Stor-Ind method Subcatchment 1S: V-DA-1 Runoff Area=0.097 ac 0.00% Impervious Runoff Depth=2.83" Flow Length=70' Slope=0.0200 7' Tc=7.8 min CN=61 Runoff=0.46 cfs 0.023 of Subcatchment 2S: V-DA-3 Runoff Area=0.326 ac 0.00% Impervious Runoff Depth=2.83" Flow Length=140' Slope=0.0200'P Tc=13.6 min CN=61 Runoff=1.22 cfs 0.077 of Subcatchment 3S: V-DA-4 Runoff Area=0.297 ac 0.00% Impervious Runoff Depth=2.83" Flow Length=100' Slope=0.0400 'P Tc=7.9 min CN=61 Runoff=1.40 cfs 0.070 of Subcatchment 6S: V-DA-2 Runoff Area=0.169 ac 0.00% Impervious Runoff Depth=2.83" Flow Length=100' Slope=0.0400'P Tc=7.9 min CN=61 Runoff=0.80 cfs 0.040 of Reach 4R: TOTAL SITE Reach 9R: EX ONSITE INLET Inflow=3.69 cfs 0.210 of Outflow=3.69 cfs 0.210 of Inflow=1.40 cfs 0.070 of Outflow=1.40 cfs 0.070 of Total Runoff Area = 0.889 ac Runoff Volume = 0.210 of Average Runoff Depth = 2,83" 100.00% Pervious = 0.889 ac 0.00% Impervious = 0.000 ac CBA Chanhassen Ex Cond_Atlas 14 Rainfall MSE24-hr3 100-Year Rainfall=7.18" Prepared by Kimley-Horn and Associates Printed 10/25/2020 HydroCAD® 10.00-22 s/n 09843 © 2018 HydroCAD Software Solutions LLC Page 20 Summary for Subcatchment 1S: V-DA-1 Runoff = 0.46 cfs @ 12.16 hrs, Volume= 0.023 af, Depth= 2.83" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 1.00-72.00 hrs, dt= 0.05 hrs MSE 24-hr 3 100-Year Rainfall=7.18" Area (ac) CN Description 0.097 61 >75% Grass cover, Good HSG B 0.097 100.00% Pervious Area Tc Length Slope Velocity iin) (feet) (ft/ft) (f /sec) 7.8 70 0.0200 0.15 Description Sheet Flow, Grass: Short n= 0.150 P2= 2.84" Subcatchment 1S: V-DA-1 HOroaraoh Time (hours) CBA Chanhassen Ex Cond_Atlas 14 Rainfall MSE 24-hr3 100-Year Rainfall=7.18" Prepared by Kimley-Horn and Associates Printed 10/25/2020 HydroCAD® 10.00-22 s/n 09843 © 2018 HydroCAD Software Solutions LLC Page 21 Summary for Subcatchment 2S: V-DA-3 Runoff = 1.22 cfs @ 12.23 hrs, Volume= 0.077 at, Depth= 2.83" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 1.00-72.00 hrs, dt= 0.05 hrs MSE 24-hr 3 100-Year Rainfall=7.18" Area (ac) CN Description 0.326 61 >75% Grass cover. Good HSG B 0.326 100.00% Pervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 13.6 140 0.0200 0.17 Sheet Flow, Grass: Short n= 0.150 P2= 2.84" Subcatchment 2S: V-DA-3 Hydrograph 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 Time (hour) ■ R-Vff CBA Chanhassen Ex Cond_Atlas 14 Rainfall MSE 24-hr3 100-Year Rainfall=7.18" Prepared by Kimley-Horn and Associates Printed 10/25/2020 Summary for Subcatchment 3S: V-DA-4 Runoff = 1.40 cfs @ 12.16 hrs, Volume= 0.070 af, Depth= 2.83" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 1.00-72.00 hrs, dt= 0.05 hrs MSE 24-hr 3 100-Year Rainfall=7.18" Area Jac) CN Description 0.297 61 >75% Grass cover, Good HSG B 0.297 100,00% Pervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (f /ft) (ft/sec) (cfs) 7.9 100 0.0400 0.21 Sheet Flow, Grass: Short n= 0.150 P2= 2.84" Subcatchment 3S: V-DA-4 Hydrograph ""I--vioNunM[aMJZs Mas4042444646666264565666626466667072 Tines (hours) CBA Chanhassen Ex Cond_Atlas 14 Rainfall MSE 24-hr 3 100-Year Rainfall=7.18" Prepared by Kimley-Horn and Associates Printed 10/25/2020 HydroCAD® 10.00-22 s/n 09843 @ 2018 HydroCAD Software Solutions LLC Page 23 Summary for Subcatchment 6S: V-DA-2 Runoff = 0.80 cfs @ 12.16 hrs, Volume= 0.040 af, Depth= 2.83" Runoff by SCS TR-20 method, UH=SCS. Weighted-CN, Time Span= 1.00-72.00 hrs, dt= 0.05 hrs MSE 24-hr 3 100-Year Rainfall=7.18" Area (ac) CN Description 0,169 61 >75% Grass cover, Good, HSG B 0.169 100.00% Pervious Area Tc Length Slope iin) (feet) (ft/ft) 7.9 100 0.0400 Capacity Description 0.21 Sheet Flow, Grass:Short n= 0.150 P2= 2.84" Subcatchment 6S: V-DA-2 Time (hom) ■ RuroR CBA Chanhassen Ex Cond_Atlas 14_Rainfall MSE24-hr3 100-Year Rainfall= 7. 18" Prepared by Kimley-Horn and Associates Printed 10/25/2020 HydroCAD® 10 00-22 s/n 09843 © 2018 HydroCAD Software Solutions LLC Pnn< )a Summary for Reach 4R: TOTAL SITE [40) Hint: Not Described (Outflow --inflow) Inflow Area = 0.889 ac, 0.00% Impervious, Inflow Depth = 2.83" for 100-Year event Inflow = 3.69 cfs @ 12.17 hrs, Volume= 0.210 of Outflow = 3.69 cfs @ 12.17 hrs, Volume= 0.21Oaf, Atten= 0%, Lag= 0.0 min Routing by Stor-Ind+Trans method, Time Span= 1.00-72.00 hrs, dt= 0.05 hrs Reach 4R: TOTAL SITE ■ Ineow —11 ■ oU.MM CBA Chanhassen Ex Cond_Atlas 14 Rainfall MSE 24-hr3 100-Year Rainfall=7.18" Prepared by Kimley-Horn and Associates Printed 10/25/2020 HydroCAD010 00-22 s/n 09843 ©2018 HydroCAD Software Solutions LLC Page 25 Summary for Reach 9R: EX ONSITE INLET [40] Hint: Not Described (Outflow --Inflow) Inflow Area = 0.297 ac, 0.00% Impervious, Inflow Depth = 2.83" for 100-Year event Inflow = 1.40 cfs @ 12.16 hrs, Volume= 0.070 of Outflow = 1.40 cfs @ 12.16 hrs, Volume= 0.070 af, Atten= 0%, Lag= 0.0 min Routing by Stor-Ind+Trans method, Time Span= 1.00-72.00 hrs, dt= 0.05 hrs Reach 9R: EX ONSITE INLET Hydrograph ■ Inlba -71 ■ ."-,.O i Time (hours) 3S V-6A-2 V-G1A-4 1S V-DA-1 v 9R 2S T V-DA-3 CSubca� Reach Pond Link OTAL SITE EX ONSITE INLET CBA Chanhassen Ex Cond_Atlas 14 10 Day Snow Melt Prepared by Kimley-Horn and Associates Printed 10/25/2020 HydroCAD®10 00-22 s/n 09843 ©2018 HydroCAD Software Solutions LLC Page 2 Area Listing (all nodes) Area CN Description (acres) (subcatchment-numbers) 0.889 100 >75% Grass cover, Good, HSG B (1 S, 2S, 3S, 6S) 0.889 100 TOTAL AREA CBA Chanhassen Ex Cond_Atlas 14_10 Day Snow Melt Prepared by Kimley-Horn and Associates Printed 10/25/2020 H droCAD®10.00-22 s/n 09843 02018 HydroCAD Software Solutions LLC Page 3 Soil Listing (all nodes) Area Soil Subcatchment (acres) Group Numbers 0.000 HSG A 0.889 HSG B 1S, 2S, 3S, 6S 0.000 HSG C 0.000 HSG D 0.000 Other 0.889 TOTAL AREA CBA Chanhassen Ex Cond_Atlas 14_10 Day Snow Melt Prepared by Kimley-Horn and Associates Printed 10/25/2020 HydroCAD010 00-22 s/n 09843 ©2018 HydroCAD Software Solutions LLC Pa0e 4 Ground Covers (all nodes) HSG-A HSG-B HSG-C HSG-D Other Total Ground Subcatchment (acres) (acres) (acres) (acres) (acres) (acres) Cover Numbers 0.000 0.889 0.000 0.000 0.000 0.889 >75% Grass cover, Good 1S, 2S, 3S, 6S 0.000 0.889 0.000 0.000 0.000 0.989 TOTAL AREA CBA Chanhassen Ex Cond_Atlas 14 MSE 24-hr 3 240.00 hrs Custom Rainfall=7.30". AMC=4 Prepared by Kimley-Horn and Associates Printed 10/25/2020 HydroCAD0 10 00-22 s/n 09843 92018 HydroCAD Software Solutions LLC Page 5 Time span=1.00-240.00 hrs, dt=0.01 hrs. 23901 points Runoff by SCS TR-20 method, UH=SCS, Weighted-CN Reach routing by Stor-Ind+Trans method - Pond routing by Stor-Ind method Subcatchment 1S: V-DA-1 Runoff Area=0.097 ac 100.00% Impervious Runoff Depth>7.30" Flow Length=70' Slope=0.0200'/' Tc=7.8 min CN=100 Runoff=0.12 cfs 0.059 of Subcatchment 2S: V-DA-3 Runoff Area=0.326 ac 100.00% Impervious Runoff Depth>7.30" Flow Length=140' Slope=0.0200'/' Tc=13.6 min CN=100 Runoff=0.40 cfs 0.198 of Subcatchment 3S: V-DA-4 Runoff Area=0.297 ac 100.00% Impervious Runoff Depth>7.30" Flow Length=100' Slope=0.0400'/' Tc=7.9 min CN=100 Runoff=0.36 cfs 0.181 of Subcatchment 6S: V-DA-2 Runoff Area=0.169 ac 100.00% Impervious Runoff Depth>7.30" Flow Length=100' Slope=0.0400'/' Tc=7.9 min CN=100 Runoff=0.20 cfs 0.103 of Reach 4R: TOTAL SITE Reach 9R: EX ONSITE INLET Inflow=1.08 cfs 0.541 of Outflow=1.08 cfs 0.541 of Inflow=0.36 cfs 0.181 of Outflow=0.36 cfs 0.181 of Total Runoff Area = 0.889 ac Runoff Volume = 0.541 of Average Runoff Depth = 7.30" 0.00% Pervious = 0.000 ac 100.00% Impervious = 0.889 ac CBA Chanhassen Ex Cond_Atlas 14 MSE 24-hr 3 240.00 hrs Custom Rainfall=7.30", AMC=4 Prepared by Kimley-Horn and Associates Printed 10/25/2020 HydroCADC 10 00-22 s/n 09843 @ 2018 HydroCAD Software Solutions LLC Paae 6 Summary for Subcatchment 1S: V-DA-1 Runoff = 0.12 cfs @ 120.77 hrs, Volume= 0.059 at, Depth> 7.30" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 1.00-240.00 hrs, dt= 0.01 hrs MSE 24-hr 3 240.00 hrs Custom Rainfall=7.30", AMC=4 Area (ac) CN Description 0.097 100 >75% Grass cover, Good HSG B _ 0.097 100.00% Impervious Area Tc Length Slope yin) (feet) (ft/ft) 7.8 70 0.0200 Description 0.15 Sheet Flow, Grass: Short n= 0.150 P2= 2.84" Subcatchment 1S: V-DA-1 ■ w,nff CBA Chanhassen Ex Cond_Atlas 14 MSE 24-hr 3 240.00 hrs Custom Rainfall=7.30" AMC=4 Prepared by Kimley-Horn and Associates Printed 10/25/2020 Summary for Subcatchment 2S: V-DA-3 Runoff = 0.40 cfs @ 120.78 hrs, Volume= 0.198 af, Depth> 7.30" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 1.00-240.00 hrs, dt= 0.01 hrs MSE 24-hr 3 240.00 hrs Custom Rainfall=7.30", AMC=4 Area (ac) CN Description 0.326 100 >75% Grass cover, Good, HSG B 0.326 100.00% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ftmft) (fUsec) (cfs) 13.6 140 0.0200 0.17 Sheet Flow, Grass: Short n= 0.150 P2= 2.84" Subcatchment 2S: V-DA-3 Q RunoA TRIM w- M) CBA Chanhassen Ex Cond_Atlas 14 MSE 24-hr 3 240.00 hrs Custom Rainfall=7.30". AMC=4 Prepared by Kimley-Horn and Associates Printed 10/25/2020 HydroCAD® 10 00-22 s/n 09843 @ 2018 HydroCAD Software Solutions LLC Page 8 Summary for Subcatchment 3S: V-DA-4 Runoff = 0.36 cfs @ 120.51 hrs, Volume= 0.181 af, Depth> 7.30" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 1.00-240.00 hrs, dt= 0.01 hrs MSE 24-hr 3 240.00 hrs Custom Rainfall=7.30". AMC=4 Area (ac) CN Description 0.297 100 >75% Grass cover, Good HSG B 0.297 100.00% Impervious Area Tc Length Slope Velocity Capacity Description 7.9 100 0.0400 0.21 Sheet Flow, Grass: Short n= 0.150 P2= 2.84" Subcatchment 3S: V-DA-4 ■ Rwwff CBA Chanhassen Ex Cond_Atlas 14 MSE 24-hr 3 240.00 hrs Custom Rainfall=7.30" AMC=4 Prepared by Kimley-Horn and Associates Printed 10/25/2020 HydroCAD® 10.00-22 s/n 09843 © 2018 HvdroCAD Software Solutions LLC Page 9 Summary for Subcatchment 6S: V-DA-2 Runoff = 0.20 cfs @ 120.51 hrs, Volume= 0.103 af, Depth> 7.30" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 1.00-240.00 hrs, dt= 0.01 hrs MSE 24-hr 3 240.00 hrs Custom Rainfall=7.30", AMC=4 Area (ac) CN Description 0.169 100 >75% Grass cover, Good, HSG B 0.169 100.00% Impervious Area Tc Length Slope iin) (feet) (ft/ft) 7.9 100 0.0400 Capacity Description 0.21 Sheet Flow, Grass: Short n= 0.150 P2= 2.84" Subcatchment 6S: V-DA-2 Time (hours) E RM" CBA Chanhassen Ex Cond_Atlas 14 MSE 24-hr 3 240.00 hrs Custom Rainfall=7.30", AMC=4 Prepared by Kimley-Horn and Associates Printed 10/25/2020 HydroCAD® 10 00-22 s/n 09843 © 2018 HydroCAD Software Solutions LLC Page 10 Summary for Reach 4R: TOTAL SITE [40) Hint: Not Described (Outflow-- Inflow) Inflow Area = 0.889 ac,100.00% Impervious, Inflow Depth > 7.30" for Custom event Inflow = 1.08 cfs @ 120.81 hrs, Volume= 0.541 of Outflow = 1.08 cfs @ 120.81 hrs, Volume= 0,541 af, Atten= 0%, Lag= 0.0 min Routing by Stor-Ind+Trans method, Time Span= 1.00-240.00 hrs, dt= 0.01 hrs Reach 4R: TOTAL SITE Hydrograph ■ Infloa ■ outflow Time (howl) CBA Chanhassen Ex Cond_Atlas 14 MSE 24-hr 3 240.00 hrs Custom Rainfall=7.30", AMC=4 Prepared by Kimley-Horn and Associates Printed 10/25/2020 -- Summary for Reach 9R: EX ONSITE INLET (401 Hint: Not Described (Outflow --Inflow) Inflow Area = 0.297 ac,100.00% Impervious, Inflow Depth > 7.30" for Custom event Inflow = 0.36 cfs @ 120.51 hrs, Volume= 0.181 of Outflow = 0.36 cfs @ 120.51 hrs, Volume= 0.181 af, Atten= 0%, Lag= 0.0 min Routing by Stor-Ind+Trans method, Time Span= 1.00-240.00 hrs, dt= 0.01 hrs Reach 9R: EX ONSITE INLET HAroaraoh ■ k—o—w ■ w..row II" )ftO ) Kimley>Morn Appendix 3. Post -Development HydroCAD Model Analysis (TP-40 Christian Brothers Automotive - Stormwater Report Page 14 Chanhassen, MN 3S C-�A-3 '7P INFILTRATIO ASIN 1S 7S C-�6A-4 Z- U/G 36" NFILTRATION 9S C-DA-1 10R 2$ TOTAL SITE C-DA-2 Subcat Reach and Link C-DA-5 EX ONSITE INLET C-DA-6 CBA Chanhassen Pr CondTP-40_Rainfall Prepared by Kimley-Horn and_Associates Printed 10/25/2020 HydroCAD® 10 00-22 s/n 09843 © 2018 HydroCAD Software Solutions LLC Page 2 Area Listing (all nodes) Area CN Description (acres) (subcatchment-numbers) 0.297 61 >75% Grass cover, Good, HSG B (1 S. 2S, 3S, 7S, 8S. 9S) 0.501 98 Paved parking, HSG B (1S, 2S, 7S, 9S) 0.066 98 Roofs, HSG B (3S) 0.864 85 TOTAL AREA CBA Chanhassen Pr Cond_TP-40_Rainfall Prepared by Kimley-Horn and Associates Printed 10/25/2020 Soil Listing (all nodes) Area Soil Subcatchment (acres) Group Numbers 0.000 HSG A 0.864 HSG B 1S, 2S, 3S, 7S, BS, 9S 0.000 HSG C 0.000 HSG D 0.000 Other 0.864 TOTAL AREA CBA Chanhassen Pr Cond TP-40 Rainfall Prepared by Kimley-Horn and Associates Printed 10/25/2020 HydroCAD® 10 00-22 s/n 09843 © 2018 HydroCAD Software Solutions LLC Page 4 Ground Covers (all nodes) HSG-A HSG-B HSG-C HSG-D Other Total Ground Subcatchment (acres) (acres) (acres) (acres) (acres) (acres) Cover Numbers 0.000 0.297 0.000 0.000 0.000 0.297 >75% Grass cover, Good 1 S, 2S, 3S, 7S, 8S, 9S 0.000 0.501 0.000 0.000 0.000 0.501 Paved parking 1 S, 2S, 7S, 9S 0.000 0.066 0.000 0.000 0.000 0.066 Roofs 3S 0.000 0.864 0.000 0.000 0.000 0.864 TOTAL AREA CBA Chanhassen Pr CondTP-40 Rainfall Prepared by Kimley-Horn and_Associates Pipe Listing (all nodes) Printed 10/25/2020 Line# Node In -Invert Out -Invert Length Slope n Diam/Width Height Inside -Fill Number (feet) (feet) (feet) (ff/ft) (inches) (inches) (inches) 1 613 915.40 915.05 50.0 0.0070 0.011 12.0 0.0 0.0 2 7P 918.00 917.50 25.0 0.0200 0.012 12.0 0.0 0.0 CBA Chanhassen Pr CondTP-40_Rainfall Type II 24-hr 2-Year Rainfall=2.75" Prepared by Kimley-Horn and_Associates Printed 10/25/2020 HydroCADS 10 00-22 s/n 09843 © 2018 HydroCAD Software Solutions LLC Page 6 Time span=1.00-72.00 hrs, dt=0.05 hrs, 1421 points Runoff by SCS TR-20 method, UH=SCS, Weighted-CN Reach routing by Stor-Ind+Trans method - Pond routing by Stor-Ind method Subcatchment 1S: C-DA-1 Runoff Area=0.035 ac 68.57% Impervious Runoff Depth=1.45" Flow Length=145' Slope=0.0200'/' Tc=14.0 min CN=86 Runoff=0.07 cfs 0.004 of Subcatchment 2S: C-DA-2 Runoff Area=0.060 ac 1.67% Impervious Runoff Depth=0.30" Flow Length=140' Slope=0.0200'/' Tc=13.6 min CN=62 Runoff=0.01 cfs 0.002 of Subcatchment 3S: C-DA-3 Runoff Area=0.147 ac 44.90% Impervious Runoff Depth=0.95" Tc=7.0 min CN=78 Runoff=0.24 cfs 0.012 of Subcatchment 7S: C-DA-4 Runoff Area=0.538 ac 86.43% Impervious Runoff Depth=2.02" Tc=7.0 min CN=93 Runoff=1.74 cfs 0.090 of Subcatchment 8S: C-DA-6 Runoff Area=0.053 ac 0.00% Impervious Runoff Depth=0.28" Tc=7.0 min CN=61 Runoff=0.01 cfs 0.001 of Subcatchment 9S: C-DA-5 Runoff Area=0.031 ac 35.48% Impervious Runoff Depth=0.75" Tc=7.0 min CN=74 Runoff=0.04 cfs 0.002 of Reach 8R: EX ONSITE INLET Inflow=0.01 cfs 0.001 of Outflow=0.01 cfs 0.001 of Reach 10R: TOTAL SITE Inflow=0.12 cfs 0.009 of Outflow=0.12 cfs 0.009 of Pond 6P: U/G 36" INFILTRATION Peak Elev=916.83' Storage=2,070 cf Inflow=1.74 cfs 0.090 of Discarded=0.06 cfs 0.090 of Primary=0.00 cfs 0.000 of Outflow=0.06 cfs 0.090 of Pond 7P: INFILTRATION BASIN Peak Elev=919.74' Storage=207 cf Inflow=0.24 cfs 0.012 of Discarded=0.02 cfs 0.012 of Primary=0.00 cfs 0.000 of Outflow=0.02 cfs 0.012 of Total Runoff Area = 0.864 ac Runoff Volume = 0.111 of Average Runoff Depth = 1.54" 34.37% Pervious = 0.297 ac 65.63% Impervious = 0.567 ac CBA Chanhassen Pr Cond_TP-40_Rainfall Type 1124-hr 2-Year Rainfall=2.75" Prepared by Kimley-Horn and Associates Printed 10/25/2020 HydroCAD®10.00-22 s/n 09843 @ 2018 HydroCAD Software Solutions LLC Page 7 Summary for Subcatchment 1S: C-DA-1 Runoff = 0.07 cfs @ 12.06 hrs, Volume= 0.004 af, Depth= 1.45" Runoff by SCS TR-20 method, UH=SCS. Weighted-CN, Time Span= 1.00-72.00 hrs, dt= 0.05 hrs Type II 24-hr 2-Year Rainfall=2.75" Area ac CN Description 0.011 61 >75% Grass cover, Good. HSG B 0.024 98 Paved parking HSG B 0.035 86 Weighted Average 0.011 31.43% Pervious Area 0.024 68.57% Impervious Area Tc Length Slope 14.0 145 0.0200 Capacity Description 0.17 Sheet Flow, Grass: Short n= 0.150 P2= 2.84" Subcatchment 1S: C-DA-1 ■ Ricg11 CBA Chanhassen Pr Cond_TP-40_Rainfall Type 1124-hr 2-Year Rainfall=2.75" Prepared by Kimley-Horn and Associates Printed 10/25/2020 HydroCAD010 00-22 s/n 09843 ©2018 HydroCAD Software Solutions LLC Page 8 Summary for Subcatchment 2S: C-DA-2 Runoff = 0.01 cfs @ 12.11 hrs, Volume= 0.002 af, Depth= 0.30" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 1.00-72.00 hrs, dt= 0.05 hrs Type II 24-hr 2-Year Rainfall=2.75" Area (ac) CN Description 0.059 61 >75% Grass cover, Good, HSG B 0.001 98 Paved parking HSG B 0.060 62 Weighted Average 0.059 98.33% Pervious Area 0.001 1.67% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (f /sec) (cfs) 13.6 140 0.0200 0.17 Sheet Flow, Grass: Short n= 0.150 P2= 2.84" Subcatchment 2S: C-DA-2 Hydrograph Time (hours) CBA Chanhassen Pr Cond_TP-40_Rainfall Type 1124-hr 2-Year Rainfall=2.75" Prepared by Kimley-Horn and Associates Printed 10/25/2020 HydroCAD® 10 00-22 s/n 09843 © 2018 HydroCAD Software Solutions LLC Page 9 Summary for Subcatchment 3S: C-DA-3 Runoff = 0.24 cfs @ 11.99 hrs, Volume= 0.012 af, Depth= 0.95" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 1.00-72.00 hrs, dt= 0.05 hrs Type II 24-hr 2-Year Rainfall=2.75" Area (ac) CN Description 0.081 61 >75% Grass cover, Good, HSG B 0.066 98 Roofs HSG B 0.147 78 Weighted Average 0.081 55.10% Pervious Area 0.066 44.90% Impervious Area Tc Length Slope 7.0 Capacity Description Direct Entry, Subcatchment 3S: C-DA-3 Time (hours) CBA Chanhassen Pr CondTP-40_Rainfall Type // 24-hr 2-Year Rainfall=2.75' Prepared by Kimley-Horn and_Associates Printed 10/25/2020 HydroCAD® 10 00-22 s/n 09843 © 2018 HydroCAD Software Solutions LLC Page 10 Summary for Subcatchment 7S: C-DA-4 Runoff = 1.74 cfs @ 11.98 hrs, Volume= 0.090 af, Depth= 2.02" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 1.00-72.00 hrs, dt= 0.05 hrs Type II 24-hr 2-Year Rainfall=2.75 Area (ac) CN Description 0.073 61 >75% Grass cover, Good, HSG B 0.465 98 Paved parking HSG B 0.538 93 Weighted Average 0.073 13.57% Pervious Area 0.465 86.43% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (fUft) (f /sec) (cfs) 7.0 Direct Entry, 6 LL Subcatchment 7S: C-DA-4 Hydrograph 2 4 6 6 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 TMm (howl) ■ Ru ff CBA Chanhassen Pr Cond_TP-40 Rainfall Type 1124-hr 2-Year Rainfall=2.75" Prepared by Kimley-Horn and Associates Printed 10/25/2020 HydroCAD® 10.00-22 s/n 09843 © 2018 HydrOCAD Software Solutions LLC Page 11 Summary for Subcatchment BS: C-DA-6 Runoff = 0.01 cfs @ 12.02 hrs, Volume= 0.001 af, Depth= 0.28" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 1.00-72.00 hrs, dt= 0.05 hrs Type II 24-hr 2-Year Rainfall=2.75" Area (ac) CN Description 0.053 61 >75% Grass cover, Good HSG B 0.053 100.00% Pervious Area Tc Length Slope 7.0 Capacity Description Direct Entry, Subcatchment 8S: C-DA-6 ■ Rur oR CBA Chanhassen Pr CondTP-40_Rainfall Type // 24-hr 2-Year Rainfall=2.75" Prepared by Kimley-Horn and_Associates Printed 10/25/2020 HydroCAD® 10 00-22 s/n 09843 @ 2018 HydroCAD Software Solutions LLC Page 12 Summary for Subcatchment 9S: C-DA-5 Runoff = 0.04 cfs @ 11.99 hrs, Volume= 0.002 af, Depth= 0.75" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 1.00-72.00 hrs, dt= 0.05 hrs Type II 24-hr 2-Year Rainfall=2.75" Area (ac) CN Description 0.011 98 Paved parking, HSG B 0.020 61 >75% Grass cover, Good, HSG B 0.031 74 Weighted Average 0.020 64.52% Pervious Area 0.011 35.48% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (f /sec) (cfs) 7.0 Direct Entry, Subcatchment 9S: C-DA-5 ■ Ru rolr CBA Chanhassen Pr Cond_TP-40_Rainfall Type 1124-hr 2-Year Rainfall=2.75" Prepared by Kimley-Horn and Associates Printed 10/25/2020 HydrOCADO 10.00-22 s/n 09843 (c) 2018 Hvrlrnr.Ar) Cnfrwnrc snh,ti^nc I I rr Il__- Summary for Reach 8R: EX ONSITE INLET [401 Hint: Not Described (Outflow --inflow) Inflow Area = 0.053 ac, 0.00% Impervious, Inflow Depth = 0.28" for 2-Year event Inflow = 0.01 cfs @ 12.02 hrs, Volume= 0.001 of Outflow, = 0.01 cfs @ 12.02 hrs, Volume= 0.001 af, Atten= 0%, Lag= 0.0 min Routing by Stor-Ind+Trans method, Time Span= 1.00-72.00 hrs, dt= 0.05 hrs Reach 8R: EX ONSITE INLET ■ Inflow ■ Outflow CBA Chanhassen Pr CondTP-40_Rainfall Type 1124-hr 2-Year Rainfall=2.75" Prepared by Kimley-Horn and_Associates Printed 10/25/2020 HydroCAD® 10 00-22 s/n 09843 © 2018 HydroCAD Software Solutions LLC Page 14 Summary for Reach 1OR: TOTAL SITE [40] Hint: Not Described (Outflow=Inflow) Inflow Area = 0.864 ac, 65.63% Impervious, Inflow Depth = 0.12" for 2-Year event Inflow = 0.12 cfs @ 12.03 hrs, Volume= 0.009 of Outflow = 0.12 cfs @ 12.03 hrs, Volume= 0.009 af, Atten= 0%, Lag= 0.0 min Routing by Stor-Ind+Trans method, Time Span= 1.00-72.00 hrs, dt= 0.05 hrs Reach 10R: TOTAL SITE Hydrograph ■ IrMwv i OL4 Tbw (h*D ) CBA Chanhassen Pr Cond_TP-40_Rainfall Type 1124-hr 2-Year Rainfall=2.75" Prepared by Kimley-Horn and Associates Printed 10/25/2020 Summary for Pond 6P: U/G 36" INFILTRATION Inflow Area = 0.538 ac, 86.43% Impervious, Inflow Depth = 2.02" for 2-Year event Inflow = 1.74 cfs @ 11.98 hrs, Volume= 0.090 of Outflow = 0.06 cfs @ 11.15 hrs, Volume= 0.090 af, Atten= 97%, Lag= 0.0 min Discarded = 0.06 cfs @ 11.15 hrs, Volume= 0.090 of Primary = 0.00 cfs @ 1.00 hrs, Volume= 0.000 of Routing by Stor-Ind method, Time Span= 1.00-72.00 hrs, dt= 0.05 hrs Peak Elev= 916.83' @ 13.85 hrs Surf.Area= 3,154 sf Storage= 2,070 cf Plug -Flow detention time= 334.2 min calculated for 0.090 of (100% of inflow) Center -of -Mass det. time= 334.2 min ( 1,130.0 - 795.8 ) Volume Invert Avail.Storage Storage Description #1A 915.40' 3,692 cf 38.00'W x 83.00'L x 4.50'H Field A 14,193 cf Overall - 4,962 cf Embedded = 9,231 cf x 40.0% Voids #2A 915.90, 3,976 cf ADS N-12 36" x 28 Inside #1 Inside= 36.1"W x 36.1"H => 7.10 sf x 20.001 = 142.0 cf Outside= 42.0"W x 42.0"H => 8.86 sf x 20.001 = 177.2 cf 7 Rows of 4 Chambers 7,668 cf Total Available Storage Storage Group A created with Chamber Wizard Device Routing Invert Outlet Devices #1 Discarded 915.40' 0.800 in/hr Exfikration over Surface area #2 Device 3 918.50' 4.0' long x 0.5' breadth Broad -Crested Rectangular Weir Head (feet) 0.20 0.40 0.60 0.80 1.00 Coef. (English) 2.80 2.92 3.08 3.30 3.32 #3 Primary 915.40' 12.0" Round Culvert L= 50.0' Ke= 0.100 Inlet / Outlet Invert= 915.40' / 915.05' S= 0.0070 'r Cc= 0.900 n= 0.011 Concrete pipe, straight & clean, Flow Area= 0.79 sf Discarded OutFlow Max--0.06 cfs @ 11.15 hrs HW=915.45' (Free Discharge) t1=Exfiltration (Exriftration Controls 0.06 cfs) Primary OutFlow Max=0.00 cfs @ 1.00 hrs HW=915.40' (Free Discharge) L3=Culvert ( Controls 0.00 cfs) 2=Broad-Crested Rectangular Weir ( Controls 0.00 cfs) CBA Chanhassen Pr CondTP-40_Rainfall Type 1/ 24-hr 2-Year Rainfall=2.75" Prepared by Kimley-Horn and_Associates Printed 10/25/2020 HydroCAD® 10 00-22 s/n 09843 C 2018 HydroCAD Software Solutions LLC Page 16 Pond 6P: U/G 36" INFILTRATION - Chamber Wizard Field A Chamber Model = ADS N-12 36" (ADS N-12® Pipe) Inside= 36.1"W x 36,1"H => 7.10 sf x 20.001 = 142.0 cf Outside= 42.0"W x 42.0"H => 8.86 sf x 20.001 = 177.2 cf 42.0" Wide + 21.0" Spacing = 63.0" C-C Row Spacing 4 Chambers/Row x 20.00' Long = 80.00' Row Length +18.0" End Stone x 2 = 83.00' Base Length 7 Rows x 42.0" Wide + 21.0" Spacing x 6 + 18.0" Side Stone x 2 = 38.00' Base Width 6.0" Base + 42.0" Chamber Height + 6.0" Cover = 4.50' Field Height 28 Chambers x 142.0 cf = 3,976.0 cf Chamber Storage 28 Chambers x 177.2 cf = 4,962.2 cf Displacement 14,193.0 cf Field - 4,962.2 cf Chambers = 9,230.8 cf Stone x 40.0% Voids = 3,692.3 cf Stone Storage Chamber Storage + Stone Storage = 7,668.3 cf = 0.176 of Overall Storage Efficiency = 54.0% Overall System Size = 83.00' x 38.00' x 4.50' 28 Chambers 525.7 cy Field 341.9 cy Stone CBA Chanhassen Pr Cond_TP-40_Rainfall Type 1124-hr 2-Year Rainfall=2.75" Prepared by Kimley-Horn and Associates Printed 10/25/2020 HydroCAD® 10.00-22 s/n 09843 © 2018 HVdroCAD Software Solutions LLC Pane 17 Pond 6P: U/G 36" INFILTRATION Hydrograph ■ Inflow ❑ outfim D Dnwroed ■ Pnm ry Thm (hom) CBA Chanhassen Pr CondTP-40_Rainfall Type I124-hr 2-Year Rainfall=2.75" Prepared by Kimley-Horn and_Associates Printed 10/25/2020 HydroCAD@ 10 00-22 s/n 09843 @ 2018 HydroCAD Software Solutions LLC Page 18 Summary for Pond 7P: INFILTRATION BASIN Inflow Area = 0.147 ac, 44.90% Impervious, Inflow Depth = 0.95" for 2-Year event Inflow = 0.24 cfs @ 11.99 hrs, Volume= 0.012 of Outflow = 0.02 cfs @ 12.83 hrs, Volume= 0.012 af, Atten= 93%, Lag= 50.5 min Discarded = 0.02 cfs @ 12.83 hrs, Volume= 0.012 of Primary = 0.00 cfs @ 1.00 hrs, Volume= 0.000 of Routing by Stor-Ind method, Time Span= 1.00-72.00 hrs, dt= 0.05 hrs Peak Elev= 919.74' @ 12.83 hrs Surf.Area= 954 sf Storage= 207 cf Plug -Flow detention time= 110.2 min calculated for 0.012 of (100% of inflow) Center -of -Mass det. time= 110.2 min ( 965.6 - 855.4 ) Volume Invert Avail Storage Storage Description #1 919.50, 3,159 cf BASIN WEST (Irregular) Listed below (Recalc) Elevation Surf.Area Perim. Inc.Store Cum.Store Wet.Area (feet) (sq-ft) (feet) (cubic -feet) (cubic -feet) (sq-ft) 919.50 790 255.4 0 0 790 920.50 1.584 274.3 1,164 1.164 1.630 921.50 2,436 293.2 1,995 3.159 2,529 Device Routing Invert Outlet Devices #1 Discarded 919.50' 0.800 in/hr Exfiltration over Surface area #2 Device 3 921.20' 24.0" Horiz. Orifice/Grate C= 0.600 Limited to weir flow at low heads #3 Primary 918.00' 12.0" Round Culvert L= 25.0' Ke= 0.100 Inlet / Outlet Invert= 918.00' / 917.50' S= 0.0200 '/' Cc= 0.900 n= 0.012 Corrugated PP, smooth interior, Flow Area= 0.79 sf Discarded OutFlow Max=0.02 cfs @ 12.83 hrs HW=919.74' (Free Discharge) t1=Exfiltration (Exfiltration Controls 0.02 cfs) Primary OutFlow Max=0.00 cfs @ 1.00 hrs HW=919.50' (Free Discharge) t3=Culvert (Passes 0.00 cfs of 4.74 cfs potential flow) t2=Orifice/Grate ( Controls 0.00 cfs) CBA Chanhassen Pr Cond_TP-40_Rainfall Type 1124-hr 2- Year RainfaB=2.75" Prepared by Kimley-Horn and Associates Printed 10/25/2020 Pond 7P: INFILTRATION BASIN Hydrograph ■ Mar ■omm ■ PmKY Timr 0I ) CBA Chanhassen Pr CondTP-40_Rainfall Type 1124-hr 10-Year Rainfall=4.20" Prepared by Kimley-Horn and_Associates Printed 10/25/2020 HydroCAD& 10 00-22 s/n 09843 © 2018 HydroCAD Software Solutions LLC Page 20 Time span=1.00-72.00 hrs, dt=0.05 hrs, 1421 points Runoff by SCS TR-20 method, UH=SCS, Weighted-CN Reach routing by Stor-Ind+Trans method - Pond routing by Stor-Ind method Subcatchment 1S: C-DA-1 Runoff Area=0.035 ac 68.57% Impervious Runoff Depth=2.73" Flow Length=145' Slope=0.0200 7 Tc=14.0 min CN=86 Runoff=0.13 cfs 0.008 of Subcatchment 2S: C-DA-2 Runoff Area=0.060 ac 1.67% Impervious Runoff Depth=0.97" Flow Length=140' Slope=0.0200 'f Tc=13.6 min CN=62 Runoff=0.07 cfs 0.005 of Subcatchment 3S: C-DA-3 Runoff Area=0.147 ac 44.90% Impervious Runoff Depth=2.05" Tc=7.0 min CN=78 Runoff=0.51 cfs 0.025 of Subcatchment 7S: C-DA-4 Runoff Area=0.538 ac 86.43% Impervious Runoff Depth=3.41" Tc=7.0 min CN=93 Runoff=2.85 cfs 0.153 of Subcatchment 8S: C-DA-6 Runoff Area=0.053 ac 0.00% Impervious Runoff Depth=0.92" Tc=7.0 min CN=61 Runoff=0.08 cfs 0.004 of Subcatchment 9S: C-DA-5 Runoff Area=0.031 ac 35.48% Impervious Runoff Depth=1.74" Tc=7.0 min CN=74 Runoff=0.09 cfs 0.005 of Reach 8R: EX ONSITE INLET Inflow=0.08 cfs 0.004 of Outflow=0.08 cfs 0.004 of Reach 1 OR: TOTAL SITE Inflow=0.34 cfs 0.021 of Outflow=0.34 cfs 0.021 of Pond 6P: U/G 36" INFILTRATION Peak Elev=917.71' Storage=3,978 cf Inflow=2.85 cfs 0.153 of Discarded=0.06 cfs 0.153 of Primary=0.00 cfs 0.000 of Outflow=0.06 cfs 0.153 of Pond 7P: INFILTRATION BASIN Peak Elev=920.06' Storage=550 cf Inflow=0.51 cfs 0.025 of Discarded=0.02 cfs 0.025 of Primary=0.00 cfs 0.000 of Outflow=0.02 cfs 0.025 of Total Runoff Area = 0.864 ac Runoff Volume = 0.200 of Average Runoff Depth = 2.77" 34.37% Pervious = 0.297 ac 65.63% Impervious = 0.567 ac CBA Chanhassen Pr Cond_TP-40_Rainfall Type 1124-hr 10-Year Rainfall=4.20" Prepared by Kimley-Horn and Associates Printed 10/25/2020 HydroCADV 10.00-22 s/n 09843 @ 2018 HydroCAD Software Solutions LLC pans 91 Summary for Subcatchment 1 S: C-DA-1 Runoff = 0.13 cfs @ 12.06 hrs, Volume= 0.008 af, Depth= 2.73" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 1.00-72.00 hrs, dt= 0.05 hrs Type II 24-hr 10-Year Rainfall=4.20" AreaLac) CN Description 0.011 61 >75% Grass cover, Good, HSG B 0.024 98 Paved parking HSG B 0.035 86 Weighted Average 0.011 31.43% Pervious Area 0.024 68.57% Impervious Area Tc Length Slope Velocity Capacity Description min) (feet) (f /ft) (ft/sec) (cfs) 14.0 145 0.0200 0.17 Sheet Flow, Grass: Short n= 0.150 P2= 2.84" Subcatchment 1S: C-DA-1 ■ Runoff CBA Chanhassen Pr CondTP-40_Rainfall Type // 24-hr 10-Year Rainfall=4.20" Prepared by Kimley-Horn and_Associates Printed 10/25/2020 HydroCAD® 10 00-22 s/n 09843 © 2018 HydroCAD Software Solutions LLC Page 22 Summary for Subcatchment 2S: C-DA-2 Runoff = 0.07 cfs @ 12.07 hrs, Volume= 0.005 af, Depth= 0.97" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 1.00-72.00 hrs, dt= 0.05 hrs Type II 24-hr 10-Year Rainfall=4.20" Area (ac) CN Description 0.059 61 >75% Grass cover, Good, HSG B 0.001 98 Paved parking HSG B 0.060 62 Weighted Average 0.059 98.33% Pervious Area 0.001 1.67% Impervious Area Tc Length Slope min) (feet) (ft/ft) 13.6 140 0.0200 Description 0,17 Sheet Flow, Grass: Short n= 0.150 P2= 2.84" Subcatchment 2S: C-DA-2 CBA Chanhassen Pr Cond_TP-40_Rainfall Type 1124-hr 10-Year Rainfall=4.20" Prepared by Kimley-Horn and Associates Printed 10/25/2020 HydroCAD®10.00-22 s/n 09843 © 2018 HydroCAD Software Solutions LLC Page 23 Summary for Subcatchment 3S: C-DA-3 Runoff = 0.51 cfs @ 11.99 hrs, Volume= 0.025 af, Depth= 2.05" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 1.00-72.00 hrs, dt= 0.05 hrs Type II 24-hr 10-Year Rainfall=4.20" Area(ac) CN Description 0.081 61 >75% Grass cover, Good, HSG B 0.066 98 Roofs HSG B 0.147 78 Weighted Average 0.081 55.10% Pervious Area 0.066 44.90% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (Wft) (ft/sec) (cfs) 7.0 Direct Entry, Subcatchment 3S: C-DA-3 Hydroqraph ■ Runort CBA Chanhassen Pr Cond_TP-40_Rainfall Type 1124-hr 10-Year Rainfall=4.20" Prepared by Kimley-Horn and Associates Printed 10/25/2020 HydroCAD® 10 00-22 s/n 09843 © 2018 HydroCAD Software Solutions LLC Page 24 Summary for Subcatchment 7S: C-DA-4 Runoff = 2.85 cfs @ 11.98 hrs, Volume= 0.153 af, Depth= 3.41" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 1.00-72.00 hrs, dt= 0.05 hrs Type II 24-hr 10-Year Rainfall=4.20" Area (ac) CN Description 0.073 61 >75% Grass cover, Good, HSG B 0465 98 Paved parking HSG B 0.538 93 Weighted Average 0.073 13,57% Pervious Area 0.465 86.43% Impervious Area Tc Length Slope Velocity Capacity Description 7.0 Direct Entry, Subcatchment 7S: C-DA-4 Time (hours) ■ Rurron CBA Chanhassen Pr Cond_TP-40_Rainfall Type II 24-hr 10-Year Rainfall=4.20" Prepared by Kimley-Horn and Associates Printed 10/25/2020 HydroCAD® 10.00-22 s/n 09843 © 2018 HydroCAD Software Solutions LLC Pana 9.5 Summary for Subcatchment 8S: C-DA-6 Runoff = 0.08 cfs @ 12.00 hrs, Volume= 0.004 af, Depth= 0.92" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 1.00-72.00 hrs, dt= 0.05 hrs Type II 24-hr 10-Year Rainfall=4.20" Area (ac) CN Description 0.053 61 >75% Grass cover, Good, HSG B 0.053 100.00% Pervious Area Tc Length Slope 7.0 Capacity Description Direct Entry, Subcatchment 8S: C-DA-6 TV" fhq ) ■ Ruraff CBA Chanhassen Pr CondTP-40_Rainfall Type 1124-hr 10-Year Rainfall=4.20" Prepared by Kimley-Horn and_Associates Printed 10/25/2020 HydroCAD® 10 00-22 s/n 09843 © 2018 HydroCAD Software Solutions LLC Page 26 Summary for Subcatchment 9S: C-DA-5 Runoff = 0.09 cfs @ 11.99 hrs, Volume= 0.005 af, Depth= 1.74" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 1.00-72.00 hrs, dt= 0.05 hrs Type II 24-hr 10-Year Rainfall=4.20" Area (acl CN Descriotion 0.011 98 Paved parking, HSG B 0.020 61 >75% Grass cover, Good HSG B _ 0.031 74 Weighted Average 0.020 64.52% Pervious Area 0.011 35.48% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 7.0 Direct Entry, Subcatchment 9S: C-DA-S ■ RMM Tbw thO ) CBA Chanhassen Pr Cond_TP-10_Rainfall Type // 24-hr 10-Year Rainfall=4.20" Prepared by Kimley-Horn and Associates Printed 10/25/2020 HydroCAD® 10.00-22 s/n 09843 © 2018 HydroCAD Software Solutions LLC Page 27 Summary for Reach 8R: EX ONSITE INLET [401 Hint: Not Described (Outflow-- Inflow) Inflow Area = 0.053 ac, 0.00% Impervious, Inflow Depth = 0.92" for 10-Year event Inflow = 0.08 cfs @ 12.00 hrs, Volume= 0.004 of Outflow = 0.08 cfs @ 12.00 hrs, Volume= 0.004 af, Atten= 0%, Lag= 0.0 min Routing by Stor-Ind+Trans method, Time Span= 1.00-72.00 hrs, dt= 0.05 hrs Reach 8R: EX ONSITE INLET Hydrooraoh ■ In1bw 0 outlbw Thee (hO ) CBA Chanhassen Pr CondTP-40_Rainfall Type // 24-hr 10-Year Rainf611=4.20" Prepared by Kimley-Horn and_Associates Printed 10/25/2020 HydroCAD® 10 00-22 s/n 09843 © 2018 HydroCAD Software Solutions LLC Page 28 Summary for Reach 1 OR: TOTAL SITE [40] Hint: Not Described (Outflow-- Inflow) Inflow Area = 0.864 ac, 65.63% Impervious, Inflow Depth = 0.30" for 10-Year event Inflow = 0.34 cfs @ 12.02 hrs, Volume= 0.021 of Outflow = 0.34 cfs @ 12.02 hrs, Volume= 0.021 af, Atten= 0%, Lag= 0.0 min Routing by Stor-Ind+Trans method, Time Span= 1.00-72.00 hrs, dt= 0.05 hrs Reach 10R: TOTAL SITE CBA Chanhassen Pr Cond_TP-40_Rainfall Type 1124-hr 10-Year Rainfall=4.20" Prepared by Kimley-Horn and Associates Printed 10/25/2020 -- Summary for Pond 6P: U/G 36" INFILTRATION Inflow Area = 0.538 ac, 86.43% Impervious, Inflow Depth = 3.41" for 10-Year event Inflow = 2.85 cfs @ 11.98 hrs, Volume= 0.153 of Outflow = 0.06 cfs @ 10.20 hrs, Volume= 0.153 af, Atten= 98%, Lag= 0.0 min Discarded = 0.06 cfs @ 10.20 hrs, Volume= 0.153 of Primary = 0.00 cfs @ 1.00 hrs, Volume= 0.000 of Routing by Stor-Ind method, Time Span= 1.00-72.00 hrs, dt= 0.05 hrs Peak Elev= 917.71' @ 15.61 hrs Surf.Area= 3.154 sf Storage= 3,978 cf Plug -Flow detention time= 636.6 min calculated for 0.153 of (100% of inflow) Center -of -Mass det. time= 636.8 min ( 1,418.1 - 781.3 ) Volume Invert Avail.Storaoe Storage Description #1A 915.40' 3,692 cf 38.00'W x 83.001 x 4.50'H Field A 14,193 cf Overall - 4.962 cf Embedded = 9,231 cf x 40.0% Voids #2A 915.90, 3,976 cf ADS N-12 36" x 28 Inside #1 Inside= 36.1 "W x 36.1 "H => 7.10 sf x 20.001 = 142.0 cf Outside= 42.0"W x 42.0"H => 8.86 sf x 20.001 = 177.2 cf 7 Rows of 4 Chambers 7,668 cf Total Available Storage Storage Group A created with Chamber Wizard Device Routing Invert Outlet Devices #1 Discarded 915.40' 0.800 in/hr Exfiltration over Surface area #2 Device 3 918.50' 4.0' long x 0.5' breadth Broad -Crested Rectangular Weir Head (feet) 0.20 0.40 0.60 0.80 1.00 Coef. (English) 2.80 2.92 3.08 3.30 3.32 #3 Primary 915.40' 12.0" Round Culvert L= 50.0' Ke= 0.100 Inlet / Outlet Invert= 915.40' / 915.05' S= 0.0070 '/' Cc= 0.900 n= 0.011 Concrete pipe, straight & clean, Flow Area= 0.79 sf Discarded OutFlow Max=0.06 cfs @ 10.20 hrs HW=915.45' (Free Discharge) t1=Exfiltration (Exfiltration Controls 0.06 cfs) Primary OutFlow Max=0.00 cfs @ 1.00 hrs HW=915.40' (Free Discharge) ' 3- Culvert ( Controls 0.00 cfs) 2=Broad-Crested Rectangular Weir ( Controls 0.00 cfs) CBA Chanhassen Pr Cond TP-40_Rainfall Type 1124-hr 10-Year Rainfall=4.20" Prepared by Kimley-Horn and Associates Printed 10/25/2020 HydroCAD® 10 00-22 s/n 09843 © 2018 HydroCAD Software Solutions LLC Page 30 Pond 6P: U/G 36" INFILTRATION - Chamber Wizard Field A Chamber Model = ADS N-12 36" (ADS N-12® Pipe) Inside= 36.1"W x 36.1"H => 7.10 sf x 20.001 = 142.0 cf Outside= 42.0"W x 42.0"H => 8.86 sf x 20.001 = 177.2 cf 42.0" Wide + 21.0" Spacing = 63.0" C-C Row Spacing 4 Chambers/Row x 20.00' Long = 80.00' Row Length +18.0" End Stone x 2 = 83,00' Base Length 7 Rows x 42.0" Wide + 21.0" Spacing x 6 + 18.0" Side Stone x 2 = 38.00' Base Width 6.0" Base + 42.0" Chamber Height + 6.0" Cover = 4.50' Field Height 28 Chambers x 142.0 cf = 3,976.0 cf Chamber Storage 28 Chambers x 177.2 cf = 4,962.2 cf Displacement 14,193.0 cf Field - 4,962.2 cf Chambers = 9,230.8 cf Stone x 40.0% Voids = 3,692.3 cf Stone Storage Chamber Storage + Stone Storage = 7,668.3 cf = 0.176 of Overall Storage Efficiency = 54.0% Overall System Size = 83.00' x 38.00' x 4.50' 28 Chambers 525.7 cy Field 341.9 cy Stone CBA Chanhassen Pr Cond_TP-40_Rainfall Type 1124-hr 10-Year Rainfall=4.20" Prepared by Kimley-Horn and Associates Printed 10/25/2020 HydroCAD® 10.00-22 s/n 09843 © 2018 HydroCAD Software Solutions LLC Page 31 Pond 6P: U/G 36" INFILTRATION ■ Inflow G Outflow ❑ Oiswrded E Pnm ry CBA Chanhassen Pr CondTP-40_Rainfall Type 1124-hr 10-Year Rainfall=4.20" Prepared by Kimley-Horn and_Associates Printed 10/25/2020 HydroCAD© 10 00-22 s/n 09843 © 2018 HydroCAD Software Solutions LLC Page 32 Summary for Pond 7P: INFILTRATION BASIN Inflow Area = 0.147 ac, 44.90% Impervious, Inflow Depth = 2.05" for 10-Year event Inflow = 0.51 cfs @ 11.99 hrs, Volume= 0.025 of Outflow = 0.02 cfs @ 13.59 hrs, Volume= 0.025 af, Atten= 96%. Lag= 96.0 min Discarded = 0.02 cfs @ 13.59 hrs, Volume= 0,025 of Primary = 0.00 cfs @ 1,00 hrs, Volume= 0.000 of Routing by Stor-Ind method, Time Span= 1.00-72.00 hrs, dt= 0.05 hrs Peak Elev= 920.06' @ 13.59 hrs Surf.Area= 1,199 sf Storage= 550 cf Plug -Flow detention time= 273.8 min calculated for 0.025 of (100% of inflow) Center -of -Mass det. time= 273.7 min ( 1,106.6 - 832.9 ) Volume Invert Avail Storage Storage Description #1 919.50, 3,159 cf BASIN WEST (Irregular) Listed below (Recalc) Elevation Surf.Area Perim. Inc.Store Cum.Store Wet.Area (feet) (sq-ft) (feet) (cubic -feet) (cubic -feet) (sq-ft) 919.50 790 255.4 0 0 790 920.50 1,584 274.3 1,164 1,164 1,630 921.50 2,436 293.2 1,995 3,159 2.529 Device Routing Invert Outlet Devices #1 Discarded 919.50' 0.800 in/hr Exfiltration over Surface area #2 Device 3 921.20' 24.0" Horiz. Orifice/Grate C= 0.600 Limited to weir flow at low heads #3 Primary 918.00' 12.0" Round Culvert L= 25.0' Ke= 0.100 Inlet / Outlet Invert= 918.00' / 917.50' S= 0.02007 Cc= 0.900 n= 0.012 Corrugated PP, smooth interior, Flow Area= 0.79 sf Discarded OutFlow Max=0.02 cfs @ 13.59 hrs HW=920.06' (Free Discharge) tl=Exfiltration (Exfiltration Controls 0.02 cfs) Primary OutFlow Max=0.00 cfs @ 1.00 hrs HW=919.50' (Free Discharge) t3=Culvert (Passes 0.00 cfs of 4.74 cfs potential flow) t2=Orifice/Grate ( Controls 0.00 cfs) CBA Chanhassen Pr Cond_TP-40_Rainfall Type 1124-hr 10-Year Rainfall=4.20" Prepared by Kimley-Horn and Associates Printed 10/25/2020 L!jdroCAD® 10 00-22 s/n 09843 © 2018 HydroCAD Software Solutions LLC Page 33 Pond 7P: INFILTRATION BASIN Hydrograph ■ Inflow ® Outflow ■ DiscartlId ■ Primary CBA Chanhassen Pr CondTP-40_Rainfall Type 1124-hr 100-Year Rainfall=5.95" Prepared by Kimley-Horn and_Associates Printed 10/25/2020 HydroCADO 10 00-22 s/n 09843 © 2018 HydroCAD Software Solutions LLC Page 34 Time span=1.00-72.00 hrs, dt=0.05 hrs. 1421 points Runoff by SCS TR-20 method, UH=SCS, Weighted-CN Reach routing by Stor-Ind+Trans method - Pond routing by Stor-Ind method Subcatchment 1S: C-DA-1 Runoff Area=0.035 ac 68.57% Impervious Runoff Depth=4.36" Flow Length=145' Slope=0.0200 7 Tc=14.0 min CN=86 Runoff=0.20 cfs 0.013 of Subcatchment 2S: C-DA-2 Runoff Area=0.060 ac 1.67% Impervious Runoff Depth=2.06" Flow Length=140' Slope=0.0200'f Tc=13.6 min CN=62 Runoff=0.16 cfs 0.010 of Subcatchment 3S: C-DA-3 Runoff Area=0.147 ac 44.90% Impervious Runoff Depth=3.53" Tc=7.0 min CN=78 Runoff=0.87 cfs 0.043 of Subcatchment 7S: C-DA-4 Runoff Area=0.538 ac 86.43% Impervious Runoff Depth=5.13" Tc=7.0 min CN=93 Runoff=4.18 cfs 0.230 of Subcatchment 8S: C-DA-6 Runoff Area=0.053 ac 0.00% Impervious Runoff Depth=1.97" Tc=7.0 min CN=61 Runoff=0.18 cfs 0.009 of Subcatchment 9S: C-DA-5 Runoff Area=0.031 ac 35.48% Impervious Runoff Depth=3.14" Tc=7.0 min CN=74 Runoff=0.16 cfs 0.008 of Reach 8R: EX ONSITE INLET Inflow=0.18 cfs 0.009 of Outflow=0.18 cfs 0.009 of Reach 1 OR: TOTAL SITE Inflow=0.65 cfs 0.061 of Outflow=0.65 cfs 0.061 of Pond 6P: U/G 36" INFILTRATION Peak Elev=918.56' Storage=5,780 cf Inflow=4.18 cfs 0.230 of Discarded=0.06 cfs 0.209 of Primary=0.15 cfs 0.021 of Outflow=0.21 cfs 0.230 of Pond 7P: INFILTRATION BASIN Peak Elev=920.43' Storage=1,054 cf Inflow=0.87 cfs 0.043 of Discarded=0.03 cfs 0.043 of Primary=0.00 cfs 0.000 of Outflow=0.03 cfs 0.043 of Total Runoff Area = 0.864 ac Runoff Volume = 0.313 of Average Runoff Depth = 4.35" 34.37% Pervious = 0.297 ac 65.63% Impervious = 0.567 ac CBA Chanhassen Pr Cond_TP-40_Rainfall Type 1124-hr 100-Year Rainfall=5.95" Prepared by Kimley-Horn and Associates Printed 10/25/2020 Summary for Subcatchment 1S: C-DA-1 Runoff = 0.20 cfs @ 12.05 hrs, Volume= 0.013 af, Depth= 4.36" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 1.00-72.00 hrs, dt= 0.05 hrs Type II 24-hr 100-Year Rainfall=5.95" Area (ac) CN Description 0.011 61 >75% Grass cover, Good, HSG B 0.024 98 Paved parking HSG B 0.035 86 Weighted Average 0.011 31.43% Pervious Area 0.024 68.57% Impervious Area Tc Length Slope Velocity min) (feet) (ft/ft) (ft/sec) 14.0 145 0.0200 0.17 Description Sheet Flow, Grass: Short n= 0.150 P2= 2.84" Subcatchment IS: C-DA-1 Hydroaraoh Tim (r10 ) ■ RunR CBA Chanhassen Pr Cond_TP-40_Rainfall Type 1124-hr 100-Year Rainfall=5.95" Prepared by Kimley-Horn and Associates Printed 10/25/2020 HydroCAD010 00-22 s/n 09843 @ 2018 HydroCAD Software Solutions LLC Page 36 Summary for Subcatchment 2S: C-DA-2 Runoff = 0.16 cfs @ 12.06 hrs, Volume= 0.010 af, Depth= 2.06" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 1.00-72.00 hrs, dt= 0.05 hrs Type II 24-hr 100-Year Rainfall=5.95" Area (ac) CN Description 0.059 61 >75% Grass cover, Good, HSG B 0.001 98 Paved parking HSG B 0.060 62 Weighted Average 0.059 98.33% Pervious Area 0.001 1.67% Impervious Area Tc Length Slope min) (feet) (ft/ft) 13.6 140 0.0200 Description 0.17 Sheet Flow, Grass: Short n= 0.150 P2= 2.84" Subcatchment 2S: C-DA-2 Thm (hours) CBA Chanhassen Pr Cond_TP-40_Rainfall Type 1124-hr 100-Year Rainfall=5.95" Prepared by Kimley-Horn and Associates Printed 10/25/2020 HydroCAD® 10.00-22 sin 09843 @ 2018 HVdroCAD Software Solutions LLC Page 37 Summary for Subcatchment 3S: C-DA-3 Runoff = 0.87 cfs @ 11.98 hrs, Volume= 0.043 af, Depth= 3.53" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 1.00-72.00 hrs, dt= 0.05 hrs Type II 24-hr 100-Year Rainfall=5.95" Area (ac) CN Description 0.081 61 >75% Grass cover, Good, HSG B 0.066 98 Roofs HSG B 0.147 78 Weighted Average 0.081 55.10% Pervious Area 0.066 44.90% Impervious Area Tc Length Slope Velocity Capacity Description MCI Direct Entry, Subcatchment 3S: C-DA-3 Time (hours) ■ Runoff CBA Chanhassen Pr CondTP-40_Rainfall Type 1124-hr 100-Year Rainfall=5.95" Prepared by Kimley-Horn and_Associates Printed 10/25/2020 HydroCAD® 10 00-22 s/n 09843 © 2018 HydroCAD Software Solutions LLC Page 38 Summary for Subcatchment 7S: C-DA-4 Runoff = 4.18 cfs @ 11.98 hrs, Volume= 0.230 af, Depth= 5.13" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 1.00-72.00 hrs, dt= 0.05 hrs Type II 24-hr 100-Year Rainfall=5.95" Area (ac) CN Description 0.073 61 >75% Grass cover, Good, HSG B 0.465 98 Paved parking HSG B 0.538 93 Weighted Average 0.073 13.57% Pervious Area 0.465 86,43% Impervious Area Tc Length Slope Velocity Capacity Description 7.0 Direct Entry, Subcatchment 7S: C-DA-4 Time (hours) ■ Ruwff CBA Chanhassen Pr Cond_TP-40_Rainfall Type 1124-hr 100-Year Rainfall=5.95" Prepared by Kimley-Horn and Associates Printed 10/25/2020 HydroCAD® 10.00-22 s/n 09843 © 2018 HydroCAD Software Solutions LLC Page 39 Summary for Subcatchment 8S: C-DA-6 Runoff = 0.18 cfs @ 11.99 hrs, Volume= 0.009 af, Depth= 1.97" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 1.00-72.00 hrs, dt= 0.05 hrs Type II 24-hr 100-Year Rainfall=5.95' Area (ac) CN Description 0.053 61 >75% Grass cover, Good HSG B 0.053 100.00% Pervious Area Tc Length Slope 7.0 Capacity Description Direct Entry, Subcatchment 8S: C-DA-6 ■ R--V CBA Chanhassen Pr CondTP-40_Rainfall Type 1124-hr 100-Year Rainfall=5.95" Prepared by Kimley-Horn and_Associates Printed 10/25/2020 HydroCAD® 10 00-22 s/n 09843 @ 2018 HydroCAD Software Solutions LLC Page 40 Summary for Subcatchment 9S: C-DA-5 Runoff = 0.16 cfs @ 11.98 hrs, Volume= 0.008 af, Depth= 3.14" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 1.00-72.00 hrs, dt= 0.05 hrs Type II 24-hr 100-Year Rainfall=5.95" Area (ac) CN Description 0.011 98 Paved parking, HSG B 0.020 61 >75% Grass cover. Good, HSG B 0.031 74 Weighted Average 0.020 64.52% Pervious Area 0.011 35.48% Impervious Area Tc Length Slope Velocity Capacity Description 7.0 Direct Entry, Subcatchment 9S: C-DA-5 ® Runofl CBA Chanhassen Pr Cond_TP-40_Rainfall Type 1124-hr 100-Year Rainfall=5.95" Prepared by Kimley-Horn and Associates Printed 10/25/2020 HydroCAD® 10.00-22 s/n 09843 © 2018 HydroCAD Software Solutions LLC Pane A Summary for Reach 8R: EX ONSITE INLET [401 Hint: Not Described (Outflow-- Inflow) Inflow Area = 0.053 ac, 0.00% Impervious, Inflow Depth = 1.97" for 100-Year event Inflow = 0.18 cfs @ 11.99 hrs, Volume= 0.009 of Outflow = 0.18 cfs @ 11.99 hrs, Volume= 0.009 at, Atten= 0%, Lag= 0.0 min Routing by Stor-Ind+Trans method, Time Span= 1.00-72.00 hrs, dt= 0.05 hrs Reach 8R: EX ONSITE INLET Hydrograph ■ tdbw ■ ".-O Time (hours) CBA Chanhassen Pr CondTP-40_Rainfall Type II 24-hr 100-Year Rainfall=5.95" Prepared by Kimley-Horn and_Associates Printed 10/25/2020 HydroCAD010 00-22 s/n 09843 @ 2018 HydroCAD Software Solutions LLC Page 42 Summary for Reach 1OR: TOTAL SITE [40) Hint: Not Described (Outflow --Inflow) Inflow Area = 0.864 ac, 65.63% Impervious, Inflow Depth = 0.85" for 100-Year event Inflow = 0.65 cfs @ 12.01 hrs, Volume= 0.061 of Outflow = 0.65 cfs @ 12.01 hrs, Volume= 0,061 af, Atten= 0%, Lag= 0.0 min Routing by Stor-Ind+Trans method, Time Span= 1.00-72.00 hrs, dt= 0.05 hrs Reach 1OR: TOTAL SITE ■ imw« ■ our� ThM (•.....•_) CBA Chanhassen Pr Cond_TP-40_Rainfall Type 1124-hr 100-Year Rainfall=5.95" Prepared by Kimley-Horn and Associates Printed 10/25/2020 HydroCAD& 10.00-22 s/n 09843 © 2018 HydroCAD Software Solutions LLC Page 43 Summary for Pond 6P: U/G 36" INFILTRATION Inflow Area = 0.538 ac, 86.43% Impervious, Inflow Depth = 5.13" for 100-Year event Inflow = 4.18 cfs @ 11.98 hrs, Volume= 0.230 of Outflow = 0.21 cfs @ 13.03 hrs, Volume= 0.230 af, Atten= 95%, Lag= 63.1 min Discarded = 0.06 cfs @ 8.75 hrs, Volume= 0.209 of Primary = 0.15 cfs @ 13.03 hrs, Volume= 0.021 of Routing by Stor-Ind method, Time Span= 1.00-72.00 hrs, dt= 0.05 hrs Peak Elev= 918.56' @ 13.03 hrs Surf.Area= 3,154 sf Storage= 5,780 cf Plug -Flow detention time= 816.9 min calculated for 0.230 of (100% of inflow) Center -of -Mass det. time= 817.4 min ( 1,588.0 - 770.6 ) Volume Invert Avail Storage Storage Description #1A 915.40' 3,692 cf 38.00'W x 83.001 x 4.50'H Field A 14,193 cf Overall - 4,962 cf Embedded = 9,231 cf x 40.0% Voids #2A 915.90' 3,976 cf ADS N-12 36" x 28 Inside #1 Inside= 36.1 "W x 36.1 "H => 7.10 sf x 20.001 = 142.0 cf Outside= 42.0"W x 42.0"H => 8.86 sf x 20.001 = 177.2 cf 7 Rows of 4 Chambers 7,668 cf Total Available Storage Storage Group A created with Chamber Wizard _Device Routing Invert Outlet Devices #1 Discarded 915.40' 0.800 in/hr Exfiltration over Surface area #2 Device 3 918.50' 4.0' long x 0.5' breadth Broad -Crested Rectangular Weir Head (feet) 0.20 0.40 0.60 0.80 1.00 Coef. (English) 2.80 2.92 3.08 3.30 3.32 #3 Primary 915.40' 12.0" Round Culvert L= 50.0' Ke= 0.100 Inlet / Outlet Invert= 915.40' / 915.05' S= 0.0070'/' Cc= 0.900 n= 0.011 Concrete pipe, straight & clean, Flow Area= 0.79 sf Discarded OutFlow Max=0.06 cfs @ 8,75 hrs HW=915.45' (Free Discharge) t1=Exfiltration (Exfiltration Controls 0.06 cfs) Primary OutFlow Max=0.15 cfs @ 13.03 hrs HW=918.56' (Free Discharge) t3=Culvert (Passes 0.15 cfs of 6.69 cfs potential flow) 2=Broad-Crested Rectangular Weir (Weir Controls 0.15 cfs @ 0.66 fps) CBA Chanhassen Pr Cond_TP-40_Rainfall Type // 24-hr 100-Year Rainfall=5.95" Prepared by Kimley-Horn and Associates Printed 10/25/2020 HydroCAD® 10 00-22 s/n 09843 © 2018 HydroCAD Software Solutions LLC Page 44 Pond 6P: U/G 36" INFILTRATION - Chamber Wizard Field A Chamber Model = ADS N-12 36" (ADS N-128 Pipe) Inside= 36.1"W x 36.1"H => 7.10 sf x 20.001 = 142.0 cf Outside= 42.0"W x 42.0"H => 8.86 sf x 20.001 = 177.2 cf 42.0" Wide + 21.0" Spacing = 63.0" C-C Row Spacing 4 Chambers/Row x 20.00' Long = 80.00' Row Length +18.0" End Stone x 2 = 83.00' Base Length 7 Rows x 42.0" Wide + 21.0" Spacing x 6 + 18.0" Side Stone x 2 = 38.00' Base Width 6.0" Base + 42.0" Chamber Height + 6.0" Cover = 4.50' Field Height 28 Chambers x 142.0 cf = 3,976.0 cf Chamber Storage 28 Chambers x 177.2 cf = 4,962.2 cf Displacement 14,193.0 cf Field - 4,962.2 cf Chambers = 9,230.8 cf Stone x 40.0% Voids = 3,692.3 cf Stone Storage Chamber Storage + Stone Storage = 7,668.3 cf = 0.176 of Overall Storage Efficiency = 54.0% Overall System Size = 83.00' x 38.00' x 4.50' 28 Chambers 525.7 cy Field 341.9 cy Stone CBA Chanhassen Pr Cond_TP-40_Rainfall Type 1124-hr 100-Year Rainfall=5.95" Prepared by Kimley-Horn and Associates Printed 10/25/2020 1. Pond 6P: U/G 36" INFILTRATION Hydrograph ■ ourim ■ D*="W ME Thna (hours) CBA Chanhassen Pr CondTP-40_Rainfall Type II 24-hr 100-Year Rainfall=5.95" Prepared by Kimley-Horn and _Associates Printed 10/25/2020 HydroCAD010 00-22 s/n 09843 ©2018 HydroCAD Software Solutions LLC Page 46 Summary for Pond 7P: INFILTRATION BASIN Inflow Area = 0.147 ac, 44.90% Impervious, Inflow Depth = 3.53" for 100-Year event Inflow = 0.87 cfs @ 11.98 hrs, Volume= 0.043 of Outflow = 0.03 cfs @ 14.07 hrs, Volume= 0.043 af, Aften= 97%, Lag= 125.4 min Discarded = 0.03 cfs @ 14.07 hrs, Volume= 0.043 of Primary = 0.00 cfs @ 1.00 hrs, Volume= 0.000 of Routing by Stor-Ind method, Time Span= 1.00-72.00 hrs, dt= 0.05 hrs Peak Elev= 920.43' @ 14.07 hrs Surf.Area= 1,519 sf Storage= 1,054 cf Plug -Flow detention time= 428.7 min calculated for 0.043 of (100% of inflow) Center -of -Mass det. time= 428.8 min ( 1,246.2 - 817.3 ) Volume Invert Avail Storage Storage Description #1 919.50' 3,159 cf BASIN WEST (Irregular) Listed below (Recalc) Elevation Surf.Area Perim. Inc.Store Cum.Store Wet.Area (feet) (sq-ft) (feet) (cubic -feet) (cubic -feet) (sq-ft) 919.50 790 255.4 0 0 790 920.50 1,584 274.3 1,164 1,164 1,630 921.50 2,436 293.2 1,995 3,159 2,529 Device Routing Invert Outlet Devices #1 Discarded 919.50' 0.800 inlhr Exfiltration over Surface area #2 Device 3 921.20' 24.0" Horiz. Orifice/Grate C= 0.600 Limited to weir flow at low heads #3 Primary 918.00' 12.0" Round Culvert L= 25.0' Ke= 0.100 Inlet / Outlet Invert= 918.00' / 917.50' S= 0.0200 'f Cc= 0.900 n= 0.012 Corrugated PP, smooth interior, Flow Area= 0.79 sf Discarded OutFlow Max=0.03 cfs @ 14.07 hrs HW=920.43' (Free Discharge) L1=Exfiltration (Exfiftration Controls 0.03 cfs) Primary OutFlow Max=0.00 cfs @ 1.00 hrs HW=919.50' (Free Discharge) t3=Culvert (Passes 0.00 cfs of 4.74 cfs potential flow) 2=Orifice/Grate ( Controls 0.00 cfs) CBA Chanhassen Pr Cond_TP-40 Rainfall Type II 24-hr 100-Year Rainfall=5.95" Prepared by Kimley-Hom and Associates Printed 10/25/2020 Pond 7P: INFILTRATION BASIN ■ „aiw, ■ owww ■ onaraea ■ P&MY INFILTRATIO ASIN 1S C-DA-1 C-DA-2 oSubcat\ Reach 4ond U/G 36" NFILTRATION (9s 10R TOTAL SITE Link C-DA-5 [8R] EX ONSITE INLET C-DA-6 CBA Chanhassen Pr Cond_TP-40 10 Day Snow Melt Prepared by Kimley-Horn and Associates Area Listing (all nodes) Area CN Description (acres) (subcatchment-numbers) 0.297 100 >75% Grass cover, Good, HSG B (1 S. 2S, 3S, 7S, 8S, 9S) 0.501 98 Paved parking, HSG B (1S, 2S, 7S, 9S) 0.066 98 Roofs, HSG B (3S) 0.864 99 TOTAL AREA Printed 10/25/2020 CBA Chanhassen Pr Cond_TP-40_10 Day Snow Melt Prepared by Kimley-Horn and Associates Printed 10/25/2020 HydrOCAD010 00-22 s/n 09843 02018 HydroCAD Software Solutions LLC Paae 3 Soil Listing (all nodes) Area Soil Subcatchment (acres) Group Numbers 0.000 HSG A 0.864 HSG B 1S, 2S, 3S, 7S, 8S, 9S 0.000 HSG C 0.000 HSG D 0.000 Other 0.864 TOTAL AREA CBA Chanhassen Pr Cond_TP-40 10 Day Snow Melt Prepared by Kimley-Horn and Associates Printed 10/25/2020 Ground Covers (all nodes) HSG-A HSG-B HSG-C HSG-D Other Total Ground Subcatchment (acres) (acres) (acres) (acres) (acres) (acres) Cover Numbers 0.000 0.297 0.000 0.000 0.000 0.297 >75% Grass cover, Good 1S, 2S, 3S, 7S, 8S, 9S 0.000 0.501 0.000 0.000 0.000 0.501 Paved parking 1S, 2S, 7S, 9S 0.000 0.066 0.000 0.000 0.000 0.066 Roofs 3S 0.000 0.864 0.000 0.000 0.000 0.864 TOTAL AREA CBA Chanhassen Pr Cond_TP-40_10 Day Snow Melt Prepared by Kimley-Horn and Associates Pipe Listing (all nodes) Printed 10/25/2020 Line# Node In -Invert Out -Invert Length Slope n Diam/Width Height Inside -Fill Number (feet) (feet) (feet) (ft/ft) (inches) (inches) (inches) 1 6P 915.40 915.05 50.0 0.0070 0.011 12.0 0.0 0.0 2 7P 918.00 917.50 25.0 0.0200 0.012 12.0 0.0 0.0 CBA Chanhassen Pr CondTP-40 10 Type l/ 24-hr 240.00 hrs Custom Rainfall=5.95". AMC=4 Prepared by Kimley-Horn and_Associates Printed 10/25/2020 HydroCAD9 10.00-22 s/n 09843 © 2016 HydroCAD Software Solutions LLC Page 6 Time span=1.00-240.00 hrs, dt=0.01 hrs, 23901 points Runoff by SCS TR-20 method, UH=SCS, Weighted-CN Reach routing by Stor-Ind+Trans method - Pond routing by Stor-Ind method Subcatchment 1S: C-DA-1 Runoff Area=0.035 ac 100.00% Impervious Runoff Depth>5.83" Flow Length=145' Slope=0.0200 'f Tc=14.0 min CN=99 Runoff=0.03 cfs 0.017 of Subcatchment 2S: C-DA-2 Runoff Area=0.060 ac 100.00% Impervious Runoff Depth>5.94" Flow Length=140' Slope=0.0200 'f Tc=13.6 min CN=100 Runoff=0.06 cfs 0.030 of Subcatchment 3S: C-DA-3 Runoff Area=0.147 ac 100.00% Impervious Runoff Depth>5.83" Tc=7.0 min CN=99 Runoff=0.15 cfs 0.071 of Subcatchment 7S: C-DA-4 Runoff Area=0.538 ac 100.00% Impervious Runoff Depth>5.71" Tc=7.0 min CN=98 Runoff=0.54 cfs 0.256 of Subcatchment 8S: C-DA-6 Runoff Area=0.053 ac 100.00% Impervious Runoff Depth>5.94" Tc=7.0 min CN=100 Runoff=0.05 cfs 0.026 of Subcatchment 9S: C-DA-5 Runoff Area=0.031 ac 100.00% Impervious Runoff Depth>5.83" Tc=7.0 min CN=99 Runoff=0.03 cfs 0.015 of Reach 8R: EX ONSITE INLET Inflow=0.05 cfs 0.026 of Outflow=0.05 cfs 0.026 of Reach 1 OR: TOTAL SITE Inflow=0.18 cfs 0.088 of Outflow=0.18 cfs 0.088 of Pond 6P: U/G 36" INFILTRATION Peak Elev=917.46' Storage=3,409 cf Inflow=0.54 cfs 0.256 of Discarded=0.06 cfs 0.256 of Primary=0.00 cfs 0.000 of Outflow=0.06 cfs 0.256 of Pond 7P: INFILTRATION BASIN Peak Elev=920.31' Storage=878 cf Inflow=0.15 cfs 0.071 of Discarded=0.03 cfs 0.071 of Primary=0.00 cfs 0.000 of Outflow=0.03 cfs 0.071 of Total Runoff Area = 0.864 ac Runoff Volume = 0.416 of Average Runoff Depth = 5.77" 0.00% Pervious = 0.000 ac 100.00% Impervious = 0.864 ac CBA Chanhassen Pr CondTP-40 10 Type It 24-hr 240.00 hrs Custom Rainfall=5.95". AMC=4 Prepared by Kimley-Horn and_Associates Printed 10/25/2020 HydroCAD® 10 00-22 s/n 09843 © 2018 HydroCAD Software Solutions LLC Page 7 Summary for Subcatchment 1S: C-DA-1 Runoff = 0.03 cfs @ 119.17 hrs, Volume= 0.017 af, Depth> 5.83" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 1.00-240.00 hrs, dt= 0.01 hrs Type II 24-hr 240.00 hrs Custom Rainfall=5.95", AMC=4 Area (ac) CN Description 0.011 100 >75% Grass cover, Good, HSG B 0.024 98 Paved parking HSG B 0.035 99 Weighted Average 0.035 100.00% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (f /ft) (f /sec) (cfs) 14.0 145 0.0200 0.17 Sheet Flow, Grass: Short n= 0.150 P2= 2.84" Subcatchment 1S: C-DA-I Hydrograph ■ Rurwfr TkM MOM) CBA Chanhassen Pr Cond_TP-40 10 Type 1124-hr 240.00 hrs Custom Rainfall=5.95; AMC=4 Prepared by Kimley-Horn and Associates Printed 10/25/2020 HvdroCAD® 10.00-22 s/n 09843 © 2018 HvdroCAD Software Solutions LLC Page 8 Summary for Subcatchment 2S: C-DA-2 Runoff = 0.06 cfs @ 119.15 hrs, Volume= 0.030 at, Depth> 5.94" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 1.00-240.00 hrs, dt= 0.01 hrs Type II 24-hr 240.00 hrs Custom Rainfall=5.95", AMC=4 Area (ac) CN Description 0.059 100 >75% Grass cover, Good, HSG B 0.001 98 Paved parkin, HSG B 0.060 100 Weighted Average 0.060 100.00% Impervious Area Tc Length Slope min) (feet) (f ift) 13.6 140 0.0200 Velocity Capacity Description 0.17 Sheet Flow, Grass: Short n= 0.150 P2= 2.84" Subcatchment 2S: C-DA-2 TIOM (hOUM) ■ Runoff CBA Chanhassen Pr CondTP-40 10 Type 1/24-hr 240.00 hrs Custom Rainfall=5.95". AMC=4 Prepared by Kimley-Horn and_Associates Printed 10/25/2020 HydroCAD@ 10 00-22 s/n 09843 @ 2018 HydroCAD Software Solutions LLC Page 9 Summary for Subcatchment 3S: C-DA-3 Runoff = 0.15 cfs @ 119.09 hrs, Volume= 0.071 af, Depth> 5.83" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 1.00-240.00 hrs, dt= 0.01 hrs Type II 24-hr 240.00 hrs Custom Rainfall=5.95, AMC=4 Area (ac) CN Description 0.081 100 >75% Grass cover, Good, HSG B 0.066 98 Roofs, HSG B 0.147 99 Weighted Average 0.147 100.00% Impervious Area Tc Length Slope Velocity Capacity Description 7.0 Direct Entry, Subcatchment 3S: C-DA-3 ■ RwaR Time (boom) CBA Chanhassen Pr Cond TP-40 10 Type 1124-hr 240.00 hrs Custom Rainfall=5.95", AMC=4 Prepared Hvd oCAD® 10 0o 29 R/n ngRA A nc ASS OC�ateSr en c s .,,.e c i„ , Printed 10/I--- 0 Summary for Subcatchment 7S: C-DA-4 Runoff = 0.54 cfs @ 119.09 hrs, Volume= 0.256 af, Depth> 5.71" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 1.00-240.00 hrs, dt= 0.01 hrs Type It 24-hr 240.00 hrs Custom Rainfall=5.95", AMC=4 Area (ac) CN Description 0.073 100 >75% Grass cover, Good, HSG B 0.465 98 Paved parking HSG B 0.538 98 Weighted Average 0.538 100.00% Impervious Area Tc Length Slope Velocity Capacity Description 7.0 Direct Entry, Subcatchment 7S: C-DA-4 Hydrooraph Tw» MGM) CBA Chanhassen Pr CondTP-40 10 Type 1124-hr 240.00 hrs Custom Rainfall=5.95" AMC=4 Prepared by Kimley-Horn and_Associates Printed 10/25/2020 HydroCAD® 10 00-22 s/n 09843 @ 2018 HydroCAD Software Solutions LLC Page 11 Summary for Subcatchment 8S: C-DA-6 Runoff = 0.05 cfs @ 119.09 hrs, Volume= 0.026 af, Depth> 5.94" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 1.00-240.00 hrs, dt= 0.01 hrs Type II 24-hr 240.00 hrs Custom Rainfall=5.95", AMC=4 Area (ac) CN Description 0.053 100 >75% Grass cover, Good HSG B 0.053 100.00% Impervious Area Tc Length Slope Velocity Capacity Description 7.0 Direct Entry, Subcatchment 8S: C-DA-6 ■ R—ff ThM (houm) CBA Chanhassen Pr Cond_TP-40 10 Type l/ 24-hr 240.00 hrs Custom Rainfall=5.95". AMC=4 Prepared by Kimley-Horn and Associates Printed 10/25/2020 H droCAD®10.00-22 s/n 09843 @ 2018 HydroCAD Software Solutions LLC Page 12 Summary for Subcatchment 9S: C-DA-5 Runoff = 0.03 cfs @ 119.09 hrs, Volume= 0.015 af, Depth> 5.83" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 1.00-240.00 hrs, dt= 0.01 hrs Type II 24-hr 240.00 hrs Custom Rainfall=5.95', AMC=4 Area (ac) CN Description 0.011 98 Paved parking, HSG B 0.020 100 >75% Grass cover, Good, HSG B 0.031 99 Weighted Average 0.031 100.00% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 7.0 Direct Entry, Subcatchment 9S: C-DA-5 ■ wnar T"w OMMSf CBA Chanhassen Pr CondTP-40 10 Type 11 24-hr 240.00 hrs Custom Rainfall=5.95", AMC=4 Prepared by Kimley-Horn and_Associates Printed 10/25/2020 HydroCAD@ 10 00-22 s/n 09843 @ 2018 HydroCAD Software Solutions LLC Page 13 Summary for Reach 8R: EX ONSITE INLET [401 Hint: Not Described (Outflow-- Inflow) Inflow Area = 0.053 ac,100.00% Impervious, Inflow Depth > 5.94" for Custom event Inflow = 0.05 cfs @ 119.09 hrs, Volume= 0.026 of Outflow = 0.05 cfs @ 119.09 hrs, Volume= 0.026 af, Atten= 0%, Lag= 0.0 min Routing by Stor-Ind+Trans method, Time Span= 1.00-240.00 hrs, dt= 0.01 hrs Reach 8R: EX ONSITE INLET ■ kaw ■ ouro Time (hw ) CBA Chanhassen Pr Cond_TP-40 10 Type 1124-hr 240.00 hrs Custom Rainfall=5.95" AMC=4 Prepared by Kimley-Horn and Associates Printed 10/25/2020 Summary for Reach 10R: TOTAL SITE [401 Hint: Not Described (Outflow-- Inflow) Inflow Area = 0.864 ac,100.00% Impervious, Inflow Depth > 1.22" for Custom event Inflow = 0.18 cfs @ 119.10 hrs, Volume= 0.088 of Outflow = 0.18 cfs @ 119.10 hrs, Volume= 0.088 af, Atten= 0%, Lag= 0.0 min Routing by Stor-Ind+Trans method, Time Span= 1.00-240.00 hrs, dt= 0.01 hrs Reach 10R: TOTAL SITE ■ in—R ■ oWM CBA Chanhassen Pr Cond_TP-40 10 Type 1124-hr 240.00 hrs Custom Rainfall=5.95" AMC=4 Prepared by Kimley-Horn and Associates Printed 10/25/2020 HydroCAD010 00-22 s/n 09843 02018 HydroCAD Software Solutions LLC Page 15 Summary for Pond 6P: U/G 36" INFILTRATION Inflow Area = 0.538 ac,100.00% Impervious, Inflow Depth > 5.71" for Custom event Inflow = 0.54 cfs @ 119.09 hrs, Volume= 0.256 of Outflow = 0.06 cfs @ 115.61 hrs, Volume= 0.256 at, Atten= 89%, Lag= 0.0 min Discarded = 0.06 cfs @ 115.61 hrs, Volume= 0.256 of Primary = 0.00 cfs @ 1.00 hrs, Volume= 0.000 of Routing by Stor-Ind method, Time Span= 1.00-240.00 hrs, dt= 0.01 hrs Peak Elev= 917.46' @ 120.97 hrs Surf.Area= 3,154 sf Storage= 3,409 cf Plug -Flow detention time= 320.2 min calculated for 0.256 of (100% of inflow) Center -of -Mass det. time= 318.0 min ( 7,679.2 - 7,361.2 ) Volume Invert Avail Storage Storage Description #1A 915.40' 3,692 cf 38.00'W x 83.001 x 4.50'H Field A 14,193 cf Overall - 4,962 cf Embedded = 9,231 cf x 40.0% Voids #2A 915.90, 3,976 cf ADS N-12 36" x 28 Inside #1 Inside= 36.1"W x 36.1"H => 7.10 sf x 20.001 = 142.0 cf Outside= 42.0"W x 42.0"H => 8.86 sf x 20.001 = 177.2 cf 7 Rows of 4 Chambers 7,668 cf Total Available Storage Storage Group A created with Chamber Wizard Device Routing Invert Outlet Devices #1 Discarded 915.40' 0.800 in/hr Exfittration over Surface area #2 Device 3 918.50' 4.0' long x 0.5' breadth Broad -Crested Rectangular Weir Head (feet) 0.20 0.40 0.60 0.80 1.00 Coef. (English) 2.80 2.92 3.08 3.30 3.32 #3 Primary 915.40' 12.0" Round Culvert L= 50.0' Ke= 0.100 Inlet / Outlet Invert= 915.40' / 915.05' S= 0.0070'f Cc= 0.900 n= 0.011 Concrete pipe, straight & clean, Flow Area= 0.79 sf Discarded OutFlow Max--0.06 cfs @ 115.61 hrs HW=915.45' (Free Discharge) 1=Exfttration (Exfiltration Controls 0.06 cfs) Primary OutFlow Max=0.00 cfs @ 1.00 hrs HW=915.40' (Free Discharge) t3=Culvert ( Controls 0.00 cfs) t2=Broad-Crested Rectangular Weir ( Controls 0.00 cfs) CBA Chanhassen Pr Cond_TP-40 10 Type 1124-hr 240.00 hrs Custom Rainfall=5.95" AMC=4 Prepared by Kimley-Horn and Associates Printed 10/25/2020 Pond 6P: U/G 36" INFILTRATION - Chamber Wizard Field A Chamber Model = ADS N-12 36" (ADS N-12® Pipe) Inside= 36.1"W x 36.1"H => 7.10 sf x 20.001 = 142.0 cf Outside= 42.0"W x 42.0"H => 8.86 sf x 20.001 = 177.2 cf 42.0" Wide + 21.0" Spacing = 63.0" C-C Row Spacing 4 Chambers/Row x 20.00' Long = 80.00' Row Length +18.0" End Stone x 2 = 83.00' Base Length 7 Rows x 42.0" Wide + 21.0" Spacing x 6 + 18.0" Side Stone x 2 = 38.00' Base Width 6.0" Base + 42.0" Chamber Height + 6.0" Cover = 4.50' Field Height 28 Chambers x 142.0 cf = 3,976.0 cf Chamber Storage 28 Chambers x 177.2 cf = 4,962.2 cf Displacement 14,193.0 cf Field - 4,962.2 cf Chambers = 9,230.8 cf Stone x 40.0% Voids = 3,692.3 cf Stone Storage Chamber Storage + Stone Storage = 7,668.3 cf = 0.176 of Overall Storage Efficiency = 54.0% Overall System Size = 83.00' x 38.00' x 4.50' 28 Chambers 525.7 cy Field 341.9 cy Stone CBA Chanhassen Pr CondTP-40 10 Type 11 24-hr 240.00 hrs Custom Rainfall=5.95", AMC=4 Prepared by Kimley-Horn and_Associates Printed 10/25/2020 HydroCAM 10 00-22 s/n 09843 C 2018 HydroCAD Software Solutions LLC Page 17 Pond 6P: U/G 36" INFILTRATION ■ NOW i� CBA Chanhassen Pr CondTP-40_10 Type I/ 24-hr 240.00 hrs Custom Rainfall=5.95" AMC=4 Prepared by Kimley-Horn and_Associates Printed 10/25/2020 Summary for Pond 7P: INFILTRATION BASIN Inflow Area = 0.147 ac,100.00% Impervious, Inflow Depth > 5.83" for Custom event Inflow = 0.15 cfs @ 119.09 hrs, Volume= 0.071 of Outflow = 0.03 cfs @ 120.05 hrs, Volume= 0.071 at, Atten= 82%, Lag= 57.6 min Discarded = 0.03 cfs @ 120.05 hrs, Volume= 0.071 of Primary = 0.00 cfs @ 1.00 hrs, Volume= 0.000 of Routing by Stor-Ind method, Time Span= 1.00-240.00 hrs, dt= 0.01 hrs Peak Elev= 920.31' @ 120.05 hrs Surf.Area= 1,411 sf Storage= 878 cf Plug -Flow detention time= 193.1 min calculated for 0.071 of (100% of inflow) Center -of -Mass det. time= 190.7 min ( 7,465.4 - 7,274.8 ) Volume Invert Avail.Storaae Storage Description #1 919.50' 3,159 cf BASIN WEST (Irregular) Listed below (Recalc) Elevation Surf.Area Perim. Inc.Store Cum.Store Wet.Area (feet) (sq-ft) (feet) (cubic -feet) (cubic -feet) (sq ft) 919.50 790 255.4 0 0 790 920.50 1,584 274.3 1,164 1,164 1,630 921.50 2,436 293.2 1,995 3,159 2,529 _Device Routing Invert Outlet Devices #1 Discarded 919.50' 0.800 in/hr Exfiltration over Surface area #2 Device 3 921.20' 24.0" Horiz. Orifice/Grate C= 0.600 Limited to weir flow at low heads #3 Primary 918.00' 12.0" Round Culvert L= 25.0' Ke= 0.100 Inlet / Outlet Invert= 918.00' / 917.50' S= 0.02007 Cc= 0.900 n= 0.012 Corrugated PP, smooth interior, Flow Area= 0.79 sf ILcardedOutFlow Max=0.03 cfs @ 120.05 hrs HW=920.31' (Free Discharge) 1=Exfltration (Exfiltration Controls 0.03 cfs) Primary OutFlow Max=0.00 cfs @ 1.00 hrs HW=919.50' (Free Discharge) tCulvert (Passes 0.00 cfs of 4.74 cfs potential flow) 2=Orifice/Grate ( Controls 0.00 cfs) CBA Chanhassen Pr Cond_TP-40 10 Type 11 24-hr 240.00 hrs Custom Rainfall=5.95", AMC=4 Prepared by Kimley-Horn and Associates Printed 10t2512020 HydroCAD® 10 00-22 s/n 09843 © 2018 HydroCAD Software Solutions LLC Page 19 Pond 7P: INFILTRATION BASIN Hydrograph ■ "M ■ ONUaw ■ PdMwY TkW (h—) Kimley0liorn Appendix 4. Post -Development HydroCAD Model Analysis (Atlas-14) Christian Brothers Automotive - Stormwater Report Page 15 Chanhassen, MN INFILTRATION�BASIN 1S C-DA-1 C-DA-2 Subcat Reach �ncl U/G 36",INFILTRATION 9S 10R C-DA-5 TOTAL SITE 8R C 8S EX ONSITE INLET C-DA-6 Link CBA Chanhassen Pr Cond Atlas 14 Rainfall Prepared by Kimley-Horn and_Associates Area Listing (all nodes) Area CN Description (acres) (subcatchment-numbers) 0.297 61 >75% Grass cover, Good, HSG B (1S, 2S, 3S, 7S, 8S, 9S) 0.501 98 Paved parking, HSG B (1 S, 2S, 7S, 9S) 0.066 98 Roofs, HSG B (3S) 0.864 85 TOTAL AREA Printed 10/25/2020 CBA Chanhassen Pr Cond Atlas 14 Rainfall Prepared by Kimley-Horn and_Associates Printed 10/25/2020 HydroCAD®10 00-22 s/n 09843 ©2018 HydroCAD Software Solutions LLC Page 3 Soil Listing (all nodes) Area Soil Subcatchment (acres) Group Numbers 0.000 HSG A 0.864 HSG B 1S, 2S, 3S, 7S, 8S, 9S 0.000 HSG C 0.000 HSG D 0.000 Other 0.864 TOTAL AREA CBA Chanhassen Pr Cond Atlas 14 Rainfall Prepared by Kimley-Horn and Associates Printed 10/25/2020 HydroCAD®10.00-22 s/n 09843 02018 HydroCAD Software Solutions LLC Paae 4 Ground Covers (all nodes) HSG-A HSG-B HSG-C HSG-D Other Total Ground Subcatchment (acres) (acres) (acres) (acres) (acres) (acres) Cover Numbers 0.000 0.297 0.000 0.000 0.000 0.297 >75% Grass cover, Good 1 S, 2S, 3S, 7S, SS, 9S 0.000 0.000 0.501 Paved parking 1S, 2S, 7S, 9S 0.000 0.066 Roofs 3S 0.000 0.864 TOTAL AREA 0.501 0.000 0.000 0.000 0.066 0.000 0.000 0.000 0.864 0.000 0.000 CBA Chanhassen Pr Cond_Atlas 14 Rainfall Prepared by Kimley-Horn and Associates Printed 10/25/2020 HydroCAD810 00-22 s/n 09843 ©2018 HydroCAD Software Solutions LLC Page 5 Pipe Listing (all nodes) Line# Node In -Invert Out -Invert Length Slope n Diam/Width Height Inside -Fill Number (feet) (feet) (feet) ("t) (inches) (inches) (inches) 1 6P 915.40 915.05 50.0 0.0070 0.011 12.0 0.0 0.0 2 7P 918.00 917.50 25.0 0.0200 0.012 12.0 0.0 0.0 CBA Chanhassen PrCond_Atlas 14_Rainfall MSE24-hr3 2-Year Rainfall=2.84" Prepared by Kimley-Horn and Associates Printed 10/25/2020 HydroCADE 10.00-22 s/n 09843 © 2018 HydroCAD Software Solutions LLC PAno F Time span=1.00-72.00 hrs, dt=0.05 hrs, 1421 points Runoff by SCS TR-20 method, UH=SCS, Weighted-CN Reach routing by Stor-Ind+Trans method - Pond routing by Stor-Ind method Subcatchment 1S: C-DA-I Runoff Area=0.035 ac 68.57% Impervious Runoff Depth=1.53" Flow Length=145' Slope=0.0200'/' Tc=14.0 min CN=86 Runoff=0.07 cfs 0.004 of Subcatchment 2S: C-DA-2 Runoff Area=0.060 ac 1.67% Impervious Runoff Depth=0.34" Flow Length=140' Slope=0.0200 7 Tc=13.6 min CN=62 Runoff=0.02 cfs 0.002 of Subcatchment 3S: C-DA-3 Runoff Area=0.147 ac 44.90% Impervious Runoff Depth=1.02" Tc=7.0 min CN=78 Runoff=0.26 cfs 0.012 of Subcatchment 7S: C-DA-4 Runoff Area=0.538 ac 86.43% Impervious Runoff Depth=2.10" Tc=7.0 min CN=93 Runoff=1.87 cfs 0.094 of Subcatchment 8S: C-DA-6 Runoff Area=0.053 ac 0.00% Impervious Runoff Depth=0.31" Tc=7.0 min CN=61 Runoff=0.02 cfs 0.001 of Subcatchment SS: C-DA-5 Runoff Area=0.031 ac 35.48% Impervious Runoff Depth=0.81" Tc=7.0 min CN=74 Runoff=0.04 cfs 0.002 of Reach 8R: EX ONSITE INLET Inflow=0.02 cfs 0.001 of Outflow=0.02 cfs 0.001 of Reach 1OR: TOTAL SITE Inflow=0.13 cfs 0.010 of 0utflow=0.13 cfs 0.010 of Pond 6P: U/G 36" INFILTRATION Peak EIev=917.06' Storage=2.547 cf Inflow=1.87 cfs 0.094 of Discarded=0.06 cfs 0.094 of Primary=0.00 cfs 0,000 of Outflow=0.06 cfs 0.094 of Pond 7P: INFILTRATION BASIN Peak EIev=919.80' Storage=269 cf Inflow=0.26 cfs 0.012 of Discarded=0.02 cfs 0.012 of Primary=0.00 cfs 0.000 of Outflow=0.02 cfs 0.012 of Total Runoff Area = 0.864 ac Runoff Volume = 0.116 of Average Runoff Depth = 1.61" 34.37% Pervious = 0.297 ac 65.63% Impervious = 0.567 ac CBA Chanhassen Pr Cond Atlas 14 Rainfall MSE 24-hr 3 2-Year Rainfall=2.84" Prepared by Kimley-Horn and_Associates Printed 10/25/2020 HydroCAD®10 00-22 s/n 09843 @ 2018 HydroCAD Software Solutions LLC Page 7 Summary for Subcatchment 1S: C-DA-I Runoff = 0.07 cfs @ 12.22 hrs, Volume= 0.004 af, Depth= 1.53" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 1.00-72.00 hrs, dt= 0.05 hrs MSE 24-hr 3 2-Year Rainfall=2.84" Area (ac) CN Description 0.011 61 >75% Grass cover, Good, HSG B 0.024 98 Paved parking HSG B 0.035 86 Weighted Average 0.011 31.43% Pervious Area 0.024 68.57% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (f /ft) (ft/sec) (cfs) 14.0 145 0.0200 0.17 Sheet Flow, Grass: Short n= 0.150 P2= 2.84" Subcatchment 1S: C-DA-1 Hydrograph ■ RW-- Th" fh n) CBA Chanhassen Pr Cond_Atlas 14 Rainfall MSE 24-hr 3 2-Year Rainfall=2.84" Prepared by Kimley-Horn and Associates Printed 10/25/2020 Summary for Subcatchment 2S: C-DA-2 Runoff = 0.02 cfs @ 12.28 hrs, Volume= 0.002 af, Depth= 0.34" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 1.00-72.00 hrs, dt= 0.05 hrs MSE 24-hr 3 2-Year Rainfall=2.84" Area ac) CN Descriotion 0.059 61 >75% Grass cover. Good, HSG B 0.001 98 Paved parking HSG B 0.060 62 Weighted Average 0.059 98.33% Pervious Area 0.001 1.67% Impervious Area Tc Length Slope min) (feet) (f /ft) 13.6 140 0.0200 Capacity Description 0.17 Sheet Flow, Grass: Short n= 0.150 P2= 2.84" Subcatchment 2S: C-DA-2 Tk M ^'- t C Runoft CBA Chanhassen Pr Cond Atlas 14 Rainfall MSE 24-hr 3 2-Year Rainfall=2.84" Prepared by Kimley-Horn and_Associates Printed 10/25/2020 HydroCAD® 10 00-22 s/n 09843 © 2018 HydroCAD Software Solutions LLC Page 9 Summary for Subcatchment 3S: C-DA-3 Runoff = 0.26 cfs @ 12.15 hrs, Volume= 0.012 af, Depth= 1.02" Runoff by SCS TR-20 method, UH=SCS. Weighted-CN, Time Span= 1.00-72.00 hrs, dt= 0.05 hrs MSE 24-hr 3 2-Year Rainfall=2.84" Area (ac) CN Description 0.081 61 >75% Grass cover, Good, HSG B 0.066 98 Roofs HSG B 0.147 78 Weighted Average 0.081 55.10% Pervious Area 0.066 44.90% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 7.0 Direct Entry, Subcatchment 3S: C-DA-3 Hydrograph TkM (hO ) CBA Chanhassen Pr Cond_Atlas 14 Rainfall MSE 24-hr3 2-Year Rainfall=2.84" Prepared by Kimley-Horn and Associates Printed 10/25/2020 HydroCADS 10.00-22 s/n 09843 © 2018 HydroCAD Software Solutions LLC Pane 10 Summary for Subcatchment 7S: C-DA-4 Runoff = 1.87 cfs @ 12.14 hrs, Volume= 0.094 af, Depth= 2.10" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 1.00-72.00 hrs, dt= 0.05 hrs MSE 24-hr 3 2-Year Rainfall=2.84" Area (ac) CN Description 0.073 61 >75% Grass cover, Good, HSG B 0.465 98 Paved parking HSG B 0.538 93 Weighted Average 0.073 13.57% Pervious Area 0.465 86.43% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (it/ft) (ft/sec) (cfs) 7.0 Direct Entry, Subcatchment 7S: C-DA-4 ® Runolf CBA Chanhassen Pr Cond Atlas 14 Rainfall MSE 24-hr 3 2-Year Rainfall=2.84" Prepared by Kimley-Horn and_Associates Printed 10/25/2020 HydroCAD® 10 00-22 s/n 09843 © 2018 HydroCAD Software Solutions LLC Page 11 Summary for Subcatchment 8S: C-DA-6 Runoff = 0.02 cfs @ 12.18 hrs, Volume= 0.001 af, Depth= 0.31" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 1.00-72.00 hrs, dt= 0.05 hrs MSE 24-hr 3 2-Year Rainfall=2.84" Area (ac) CN Description 0.053 61 >75% Grass cover, Good HSG B 0.053 100.00% Pervious Area Tc Length Slope Velocity Capacity Description 7.0 Direct Entry, Subcatchment 8S: C-DA-6 ■ Runort CBA Chanhassen Pr Cond_Atlas 14_Rainfall MSE 24-hr 3 2-Year Rainfall=2.84" Prepared by Kimley-Horn and Associates Printed 10/25/2020 HydroCAD® 10 00-22 s/n 09843 © 2018 HydroCAD Software Solutions LLC Page 12 Summary for Subcatchment 9S: C-DA-5 Runoff = 0.04 cfs @ 12.15 hrs, Volume= 0.002 af, Depth= 0.81" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 1.00-72.00 hrs, dt= 0.05 hrs MSE 24-hr 3 2-Year Rainfall=2.84" Area (ac) CN Description 0.011 98 Paved parking, HSG B 0.020 61 >75% Grass cover, Good HSG B 0.031 74 Weighted Average 0.020 64.52% Pervious Area 0.011 35.48% Impervious Area Tc Length Slope Velocity Capacity Description 7.0 Direct Entry, Subcatchment 9S: C-DA-5 140rooraoh IMw t1ICIIHt ■ rNd CBA Chanhassen PrCondAtlas 14 Rainfall MSE24-hr3 2-Year Rainfall=2.84" Prepared by Kimley-Horn and_Associates Printed 10/25/2020 HydroCAD@ 10 00-22 s/n 09843 @ 2018 HydroCAD Software Solutions LLC Page 13 Summary for Reach 8R: EX ONSITE INLET [40] Hint: Not Described (Outflow --Inflow) Inflow Area = 0.053 ac, 0.00% Impervious, Inflow Depth = 0.31" for 2-Year event Inflow = 0.02 cfs @ 12.18 hrs, Volume= 0.001 of Outflow = 0.02 cfs @ 12.18 hrs, Volume= 0.001 af, Atten= 0%, Lag= 0.0 min Routing by Stor-Ind+Trans method, Time Span= 1.00-72.00 hrs, dt= 0.05 hrs Reach 8R: EX ONSITE INLET ■ Inflow ■ Outflow CBA Chanhassen PrCond_Atlas 14_Rainfall MSE24-hr3 2-Year Rainfall=2.84' Prepared by Kimley-Horn and Associates Printed 10/25/2020 HydroCAM 10.00-22 s/n 09843 @ 2018 HydroCAD Software Solutions LLC Page 14 Summary for Reach 1OR: TOTAL SITE 1401 Hint: Not Described (Outflow --inflow) Inflow Area = 0.864 ac, 65.63% Impervious, Inflow Depth = 0.13" for 2-Year event Inflow = 0.13 cfs @ 12.20 hrs, Volume= 0.010 of Outflow = 0.13 cfs @ 12.20 hrs, Volume= 0.010 af, Atten= 0%, Lag= 0.0 min Routing by Stor-Ind+Trans method, Time Span= 1.00-72.00 hrs, dt= 0.05 hrs Reach 10R: TOTAL SITE Hydroaraoh ■ Inflow ■ Outflow TbW fA ) CBA Chanhassen Pr Cond Atlas 14 Rainfall MSE 24-hr 3 2-Year Rainfall=2.84" Prepared by Kimley-Horn and_Associates Printed 10/25/2020 HydroCAD& 10 00-22 s/n 09843 © 2018 HydroCAD Software Solutions LLC Page 15 Summary for Pond 6P: U/G 36" INFILTRATION Inflow Area = 0.538 ac, 86.43% Impervious, Inflow Depth = 2.10" for 2-Year event Inflow = 1.87 cfs @ 12.14 hrs, Volume= 0.094 of Outflow = 0.06 cfs @ 11.10 hrs, Volume= 0.094 af, Aften= 97%, Lag= 0.0 min Discarded = 0.06 cfs @ 11.10 hrs, Volume= 0.094 of Primary = 0.00 cfs @ 1.00 hrs, Volume= 0.000 of Routing by Stor-Ind method, Time Span= 1.00-72.00 hrs, dt= 0.05 hrs Peak Elev= 917.06' @ 13.69 hrs Surf.Area= 3,154 sf Storage= 2,547 cf Plug -Flow detention time= 407.3 min calculated for 0.094 of (100% of inflow) Center -of -Mass det. time= 407.3 min ( 1,190.2 - 782.9 ) Volume Invert Avail Storage Storage Description #1A 915.40' 3,692 cf 38.00'W x 83.00'L x 4.50'H Field A 14,193 cf Overall - 4,962 cf Embedded = 9,231 cf x 40.0% Voids #2A 915.90' 3,976 cf ADS N-12 36" x 28 Inside #1 Inside= 36.1"W x 36.1"H => 7.10 sf x 20.00'L = 142.0 cf Outside= 42.0"W x 42.0"H => 8.86 sf x 20.001 = 177.2 cf 7 Rows of 4 Chambers 7,668 cf Total Available Storage Storage Group A created with Chamber Wizard Device Routing Invert Outlet Devices #1 Discarded 915A0' 0.800 in/hr Exfiltration over Surface area #2 Device 3 918.50' 4.0' long x 0.5' breadth Broad -Crested Rectangular Weir Head (feet) 0.20 0A0 0.60 0.80 1.00 Coef. (English) 2.80 2,92 3.08 3.30 3.32 #3 Primary 915.40' 12.0" Round Culvert L= 50.0' Ke= 0.100 Inlet / Outlet Invert= 915.40' / 915.05' S= 0.00707 Cc= 0.900 n= 0.011 Concrete pipe, straight & clean, Flow Area= 0.79 sf Discarded OutFlow Max=0.06 cfs @ 11.10 hrs HW=915.45' (Free Discharge) L1=Exfiltration (Exfiltration Controls 0.06 cfs) Primary OutFlow Max=0.00 cfs @ 1.00 hrs HW=915.40' (Free Discharge) 't3=Culvert ( Controls 0.00 cfs) t2=Broad-Crested Rectangular Weir ( Controls 0.00 cfs) CBA Chanhassen Pr Cond Atlas 14_Rainfall MSE 24-hr 3 2-Year Rainfall=2.84" Prepared by Kimley-Horn and_Associates Printed 10/25/2020 Pond 6P: U/G 36" INFILTRATION - Chamber Wizard Field A Chamber Model = ADS N-12 36" (ADS N-12(D Pipe) Inside= 36.1"W x 36.1"H => 7.10 sf x 20.001 = 142.0 cf Outside= 42.0"W x 42.0"H => 8.86 sf x 20.001 = 177.2 cf 42.0" Wide + 21.0" Spacing = 63.0" C-C Row Spacing 4 Chambers/Row x 20.00' Long = 80.00' Row Length +18.0" End Stone x 2 = 83.00' Base Length 7 Rows x 42.0" Wide + 21.0" Spacing x 6 + 18.0" Side Stone x 2 = 38.00' Base Width 6.0" Base + 42.0" Chamber Height + 6.0" Cover = 4.50' Field Height 28 Chambers x 142.0 cf = 3,976.0 cf Chamber Storage 28 Chambers x 177.2 cf = 4,962.2 cf Displacement 14,193.0 cf Field - 4,962.2 cf Chambers = 9,230.8 cf Stone x 40.0% Voids = 3,692.3 cf Stone Storage Chamber Storage + Stone Storage = 7,668.3 cf = 0.176 of Overall Storage Efficiency = 54.0% Overall System Size = 83.00' x 38.00' x 4.50' 28 Chambers 525.7 cy Field 341.9 cy Stone CBA Chanhassen Pr Cond_Atlas 14 Rainfall MSE 24-hr 3 2-Year Rainfall=2.84" Prepared by Kimley-Horn and Associates Printed 10/25/2020 HydroCADS 10 00-22 s/n 09843 © 2018 HydroCAD Software Solutions LLC Page 17 Pond 6P: U/G 36" INFILTRATION ■ ima« 0 o�moV ■ Discarded ■ Primary Thus (howl) CBA Chanhassen Pr Cond_Atlas 14 Rainfall MSE 24-hr 3 2-Year Rainfall=2.84" Prepared by Kimley-Horn and Associates Printed 10/25/2020 HydroCAD® 10.00-22 s/n 09843 @ 2018 HydroCAD Software Solutions LLC Page 18 Summary for Pond 7P: INFILTRATION BASIN Inflow Area = 0.147 ac. 44.90% Impervious, Inflow Depth = 1.02" for 2-Year event Inflow = 0.26 cfs @ 12.15 hrs, Volume= 0.012 of Outflow = 0.02 cfs @ 13.39 hrs, Volume= 0.012 af, Atten= 93%, Lag= 74.5 min Discarded = 0.02 cfs @ 13.39 hrs, Volume= 0.012 of Primary = 0.00 cfs @ 1.00 hrs, Volume= 0.000 of Routing by Stor-Ind method, Time Span= 1.00-72.00 hrs, dt= 0.05 hrs Peak Elev= 919.80' @ 13.39 hrs Surf.Area= 1,001 sf Storage= 269 cf Plug -Flow detention time= 145.7 min calculated for 0.012 of (100% of inflow) Center -of -Mass det. time= 145.6 min ( 970.4 - 824.8 ) Volume Invert Avail Storage Storage Description #1 919.50' 3,159 cf BASIN WEST (Irregular) Listed below (Recalc) Elevation Surf,Area Perim. Inc.Store Cum.Store Wet.Area (feet) (sq-ft) (feet) (cubic -feet) (cubic -feet) (sq ft) 919.50 790 255.4 0 0 790 920.50 1,584 274.3 1,164 1,164 1,630 921,50 2,436 293.2 1,995 3.159 2,529 _Device Routing Invert Outlet Devices #1 Discarded 919.50' 0.800 in/hr Exfiltration over Surface area #2 Device 3 921.20' 24.0" Horiz. Orifice/Grate C= 0.600 Limited to weir flow at low heads #3 Primary 918.00' 12.0" Round Culvert L= 25.0' Ke= 0.100 Inlet / Outlet Invert= 918.00' / 917.50' S= 0.02007 Cc= 0.900 n= 0.012 Corrugated PP, smooth interior, Flow Area= 0.79 sf Discarded OutFlow Max=0.02 cfs @ 13.39 hrs HW=919.80' (Free Discharge) t1=Exfiltration (Exfiltration Controls 0.02 cfs) Primary OutFlow Max=0.00 cfs @ 1.00 hrs HW=919.50' (Free Discharge) t3=Culvert (Passes 0.00 cfs of 4.74 cfs potential flow) L2=Orifice/Grate ( Controls 0.00 cfs) CBA Chanhassen Pr Cond_Atlas 14 Rainfall MSE 24-hr 3 2-Year Rainfall=2.84" Prepared by Kimley-Horn and Associates Printed 10/25/2020 HydroCAD® 10 00-22 s/n 09843 © 2018 HydroCAD Software Solutions LLC Page 19 Pond 7P: INFILTRATION BASIN Hydrograph ■YMw ■ ouftw ■ Fmkw Time (hour) CBA Chanhassen Pr Cond Atlas 14_Rainfall MSE 24-hr 3 10-Year Rainfall=4.20" Prepared by Kimley-Horn and_Associates Printed 10/25/2020 HydroCAD& 10.00-22 s/n 09843 © 2018 HydroCAD Software Solutions LLC Page 20 Time span=1.00-72.00 hrs, dt=0.05 hrs. 1421 points Runoff by SCS TR-20 method, UH=SCS, Weighted-CN Reach routing by Stor-Ind+Trans method - Pond routing by Stor-Ind method Subcatchment 1S: C-DA-1 Runoff Area=0.035 ac 68.57% Impervious Runoff Depth=2.73" Flow Length=145' Slope=0.0200'P Tc=14.0 min CN=86 Runoff=0.13 cfs 0.008 of Subcatchment 2S: C-DA-2 Runoff Area=0.060 ac 1.67% Impervious Runoff Depth=0.97" Flow Length=140' Slope=0.0200'P Tc=13.6 min CN=62 Runoff=0.07 cfs 0.005 of Subcatchment 3S: C-DA-3 Runoff Area=0.147 ac 44.90% Impervious Runoff Depth=2.05" Tc=7.0 min CN=78 Runoff=0.52 cfs 0.025 of Subcatchment 7S: C-DA-4 Runoff Area=0.538 ac 86.43% Impervious Runoff Depth=3.41" Tc=7.0 min CN=93 Runoff=2.95 cfs 0.153 of Subcatchment 8S: C-DA-6 Runoff Area=0.053 ac 0.00% Impervious Runoff Depth=0.92" Tc=7.0 min CN=61 Runoff=0.08 cfs 0.004 of Subcatchment 9S: C-DA-5 Runoff Area=0.031 ac 35.48% Impervious Runoff Depth=1.74" Tc=7.0 min CN=74 Runoff=0.09 cfs 0.005 of Reach 8R: EX ONSITE INLET Inflow=0.08 cfs 0.004 of Outflow=0.08 cfs 0.004 of Reach 1OR: TOTAL SITE Inflow=0.33 cfs 0.021 of Outflow=0.33 cfs 0.021 of Pond 6P: U/G 36" INFILTRATION Peak Elev=917.97' Storage=4,552 cf Inflow=2.95 cfs 0.153 of Discarded=0.06 cfs 0.153 of Primary=0.00 cfs 0.000 of Outflow=0.06 cfs 0.153 of Pond 7P: INFILTRATION BASIN Peak Elev=920.13' Storage=645 cf Inflow=0.52 cfs 0.025 of Discarded=0.02 cfs 0.025 of Primary=0.00 cfs 0.000 of Outflow=0.02 cfs 0.025 of Total Runoff Area = 0.864 ac Runoff Volume = 0.200 of Average Runoff Depth = 2.77" 34.37% Pervious = 0.297 ac 65.63% Impervious = 0.567 ac CBA Chanhassen Pr Cond Atlas 14 Rainfall MSE 24-hr 3 10-Year Rainfall=4.20" Prepared by Kimley-Horn and_Associates Printed 10125/2020 HydroCAD® 10 00-22 s/n 09843 © 2018 HydroCAD Software Solutions LLC Page 21 Summary for Subcatchment 1S: C-DA-1 Runoff = 0.13 cfs @ 12.22 hrs, Volume= 0.008 at, Depth= 2.73" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 1.00-72.00 hrs, dt= 0.05 hrs MSE 24-hr 3 10-Year Rainfall=4.20" Area (ac) CN Description 0.011 61 >75% Grass cover, Good, HSG B 0.024 98 Paved parking HSG B 0.035 86 Weighted Average 0.011 31.43% Pervious Area 0.024 68.57% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (fUsec) (cfs) 14.0 145 0.0200 0.17 Sheet Flow, Grass: Short n= 0.150 P2= 2.84" Subcatchment 1S: C-DA-I CBA Chanhassen Pr Cond_Atlas 14 Rainfall MSE 24-hr 3 10-Year Rainfall=4.20" Prepared by Kimley-Horn and Associates Printed 10/25/2020 H droCAD® 10.00-22 s/n 09843 @ 2018 HydroCAD Software Solutions LLC Page 22 Summary for Subcatchment 2S: C-DA-2 Runoff = 0.07 cfs @ 12.24 hrs, Volume= 0.005 af, Depth= 0.97" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 1.00-72.00 hrs, dt= 0.05 hrs MSE 24-hr 3 10-Year Rainfall=4.20" Area (ac) CN Description 0.059 61 >75% Grass cover, Good, HSG B 0.001 98 Paved parking HSG B 0.060 62 Weighted Average 0.059 98.33% Pervious Area 0.001 1.67% Impervious Area Tc Length Slope Velocity rrin) (feet) (f /ft) (ft/sec) 13.6 140 0.0200 0.17 Description Sheet Flow, Grass: Short n= 0.150 P2= 2.84" Subcatchment 2S: C-DA-2 Hydrograph vim mount ■ RunoR CBA Chanhassen Pr Cond Atlas 14 Rainfall MSE 24-hr3 10-Year Rainfall=4.20" Prepared by Kimley-Horn and_Associates Printed 10/25/2020 HydroCAD® 10 00-22 s/n 09843 @ 2018 HydroCAD Software Solutions LLC Page 23 Summary for Subcatchment 3S: C-DA-3 Runoff = 0.52 cfs @ 12.15 hrs, Volume= 0.025 af, Depth= 2.05" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 1.00-72.00 hrs, dt= 0.05 hrs MSE 24-hr 3 10-Year Rainfall=4.20" Area (ac) CN Description 0.081 61 >75% Grass cover, Good, HSG B 0.066 98 Roofs HSG B 0.147 78 Weighted Average 0.081 55.10% Pervious Area 0.066 44.90% Impervious Area Tc Length Slope Velocity Capacity Description 7.0 Direct Entry, Subcatchment 3S: C-DA-3 Time (hours) CBA Chanhassen Pr Cond_Atlas 14_Rainfall MSE 24-hr3 10-Year Rainfall=4.20" Prepared by Kimley-Horn and Associates Printed 10/25/2020 HydroCAD®10.00-22 s/n 09843 © 2018 HydroCAD Software Solutions LLC pans 7a Summary for Subcatchment 7S: C-DA-4 Runoff = 2.95 cfs @ 12.14 hrs, Volume= 0.153 af, Depth= 3.41" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 1.00-72.00 hrs, dt= 0.05 hrs MSE 24-hr 3 10-Year Rainfall=4.20" Area (ac) CN Description 0.073 61 >75% Grass cover, Good, HSG B 0.465 98 Paved parking HSG B 0.538 93 Weighted Average 0.073 13.57% Pervious Area 0.465 86.43% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 7.0 Direct Entry, Subcatchment 7S: C-DA-4 E RunoR CBA Chanhassen Pr Cond Atlas 14 Rainfall MSE 24-hr 3 10-Year Rainfall=4.20" Prepared by Kimley-Horn and_Associates Printed 10/25/2020 HydroCAD® 10 00-22 s/n 09843 © 2018 HydroCAD Software Solutions LLC Page 25 Summary for Subcatchment 8S: C-DA-6 Runoff = 0.08 cfs @ 12.16 hrs, Volume= 0.004 af, Depth= 0.92" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 1.00-72.00 hrs, dt= 0.05 hrs MSE 24-hr 3 10-Year Rainfall=4.20" Area (ac) CN Description 0.053 61 >75% Grass cover, Good, HSG B 0.053 100.00% Pervious Area Tc Length Slope Velocity Capacity Description 7.0 Direct Entry, Subcatchment 8S: C-DA-6 Hydrograph ■ RurwR Tim (houm) CBA Chanhassen Pr Cond_Atlas 14 Rainfall MSE 24-hr 3 10-Year Rainfall=4.20" Prepared by Kimley-Horn and Associates Printed 10/25/2020 Summary for Subcatchment 9S: C-DA-5 Runoff = 0.09 cfs @ 12.15 hrs, Volume= 0.005 at, Depth= 1.74" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 1.00-72.00 hrs, dt= 0.05 hrs MSE 24-hr 3 10-Year Rainfall=4.20" Area (ac) CN DescriDtion 0.011 98 Paved parking, HSG B 0.020 61 >75% Grass cover, Good HSG B 0.031 74 Weighted Average 0.020 64.52% Pervious Area 0.011 35.48% Impervious Area Tc Length Slope Velocity Capacity Description 7.0 Direct Entry, Subcatchment 9S: C-DA-5 Hydrograph ■ Mndr CBA Chanhassen Pr Cond Atlas 14 Rainfall MSE 24-hr 3 10-Year Rainfall=4.20" Prepared by Kimley-Horn and_Associates Printed 10/25/2020 HydroCAD®10 00-22 s/n 09843 @ 2018 HydroCAD Software Solutions LLC Page 27 Summary for Reach 8R: EX ONSITE INLET [40) Hint: Not Described (Outflow -Inflow) Inflow Area = 0.053 ac, 0.00% Impervious, Inflow Depth = 0.92" for 10-Year event Inflow = 0.08 cfs @ 12.16 hrs, Volume= 0.004 of Outflow = 0.08 cfs @ 12.16 hrs, Volume= 0.004 af, Atten= 0%, Lag= 0.0 min Routing by Stor-Ind+Trans method, Time Span= 1.00-72.00 hrs, dt= 0.05 hrs Reach 8R: EX ONSITE INLET Hydrograph ■ Inllow ■ OuGlax TkM (hOM) CBA Chanhassen Pr Cond_Atlas 14 Rainfall MSE 24-hr 3 10-Year Rainfall=4.20" Prepared by Kimley-Horn and Associates Printed 10/25/2020 HydroCAD®10 00-22 s/n 09843 @ 2018 HydroCAD Software Solutions LLC panp 9R Summary for Reach 10R: TOTAL SITE [401 Hint: Not Described (Outflow --Inflow) Inflow Area = 0.864 ac, 65.63% Impervious, Inflow Depth = 0.30" for 10-Year event Inflow = 0.33 cfs @ 12.18 hrs, Volume= 0.021 of Outflow = 0.33 cfs @ 12.18 hrs, Volume= 0.021 af, Atten= 0%, Lag= 0.0 min Routing by Stor-Ind+Trans method, Time Span= 1.00-72.00 hrs, dt= 0.05 hrs Reach 1OR: TOTAL SITE Hydroqraph ■ IrMpv ■ Ounm CBA Chanhassen Pr Cond Atlas 14 Rainfall MSE 24-hr 3 10-Year Rainfall=4.20" Prepared by Kimley-Horn and_Associates Printed 10/25/2020 HydroCAD@ 10 00-22 s/n 09843 @ 2018 HydroCAD Software Solutions LLC Page 29 Summary for Pond 6P: U/G 36" INFILTRATION Inflow Area = 0.538 ac. 86.43% Impervious, Inflow Depth = 3.41" for 10-Year event Inflow = 2.95 cfs @ 12.14 hrs, Volume= 0.153 of Outflow = 0.06 cfs @ 10.70 hrs, Volume= 0.153 af, Atten= 98%, Lag= 0.0 min Discarded = 0.06 cfs @ 10.70 hrs. Volume= 0.153 of Primary = 0.00 cfs @ 1.00 hrs, Volume= 0.000 of Routing by Stor-Ind method, Time Span= 1.00-72.00 hrs, dt= 0.05 hrs Peak Elev= 917.97' @ 15.10 hrs Surf.Area= 3,154 sf Storage= 4.552 cf Plug -Flow detention time= 713.8 min calculated for 0.153 of (100% of inflow) Center -of -Mass det. time= 714.0 min ( 1,487.4 - 773.3 ) Volume Invert Avail Storage Storage Description #1A 915.40' 3,692 cf 38.00'W x 83.001 x 4.50'H Field A 14.193 cf Overall - 4,962 cf Embedded = 9,231 cf x 40.0% Voids #2A 915.90' 3,976 cf ADS N-12 36" x 28 Inside #1 Inside= 36.1"W x 36.1"H => 7.10 sf x 20.001 = 142.0 cf Outside= 42.0"W x 42.0"H => 8.86 sf x 20.001 = 177.2 cf 7 Rows of 4 Chambers 7,668 cf Total Available Storage Storage Group A created with Chamber Wizard Device Routing Invert Outlet Devices #1 Discarded 915.40' 0.800 inlhr Exfiltration over Surface area #2 Device 3 918.50' 4.0' long x 0.5' breadth Broad -Crested Rectangular Weir Head (feet) 0.20 0.40 0.60 0.80 1.00 Coef. (English) 2.80 2.92 3.08 3.30 3.32 #3 Primary 915.40' 12.0" Round Culvert L= 50.0' Ke= 0.100 Inlet / Outlet Invert= 915.40' / 915.05' S= 0.00707 Cc= 0.900 n= 0,011 Concrete pipe, straight & clean. Flow Area= 0.79 sf Discarded OutFlow Max=0.06 cfs @ 10.70 hrs HW=915.45' (Free Discharge) t1=Exfiltration (Exfltration Controls 0.06 cfs) Primary OutFlow Max=0.00 cfs @ 1.00 hrs HW=915.40' (Free Discharge) L3=Culvert ( Controls 0.00 cfs) L2=Broad-Crested Rectangular Weir ( Controls 0.00 cfs) CBA Chanhassen Pr Cond_Atlas 14 Rainfall MSE 24-hr3 10-Year Rainfall=4.20" Prepared by Kimley-Horn and Associates Printed 10/25/2020 HydroCADO 10.00-22 s/n 09843 © 2018 HydroCAD Software Solutions LLC Page 30 Pond 6P: U/G 36" INFILTRATION - Chamber Wizard Field A Chamber Model = ADS N-12 36" (ADS N-120 Pipe) Inside= 36.1"W x 36.1"H => 7.10 sf x 20.001 = 142.0 cf Outside= 42.0"W x 42.0"H => 8.86 sf x 20.001 = 177.2 cf 42.0" Wide + 21.0" Spacing = 63.0" C-C Row Spacing 4 Chambers/Row x 20.00' Long = 80.00' Row Length +18.0" End Stone x 2 = 83.00' Base Length 7 Rows x 42.0" Wide + 21.0" Spacing x 6 + 18.0" Side Stone x 2 = 38.00' Base Width 6.0" Base + 42.0" Chamber Height + 6.0" Cover = 4.50' Field Height 28 Chambers x 142.0 cf = 3,976.0 cf Chamber Storage 28 Chambers x 177.2 cf = 4,962.2 cf Displacement 14,193.0 cf Field - 4,962.2 cf Chambers = 9,230.8 cf Stone x 40.0% Voids = 3,692.3 cf Stone Storage Chamber Storage + Stone Storage = 7,668.3 cf = 0.176 of Overall Storage Efficiency = 54.0% Overall System Size = 83.00' x 38.00' x 4.50' 28 Chambers 525.7 cy Field 341.9 cy Stone CBA Chanhassen Pr Cond Atlas 14 Rainfall MSE 24-hr 3 10-Year Rainfall=4.20" Prepared by Kimley-Horn and_Associates Printed 10/25/2020 HydroCAM 10 00-22 s/n 09843 © 2018 HydroCAD Software Solutions LLC Page 31 Pond 6P: U/G 36" INFILTRATION Hvdroaraph ■ Inflwv ■ Oullbw ■ Discarded ■ Pr¢rery Toms (hour) CBA Chanhassen Pr Cond Atlas 14_Rainfall MSE 24-hr3 10-Year Rainfall=4.20' Prepared by Kimley-Horn and_Associates Printed 10/25/2020 HydroCAD® 10.00-22 s/n 09843 © 2018 HydroCAD Software Solutions LLC Page 32 Summary for Pond 7P: INFILTRATION BASIN Inflow Area = 0.147 ac, 44.90% Impervious, Inflow Depth = 2.05" for 10-Year event Inflow = 0.52 cfs @ 12.15 hrs, Volume= 0.025 of Outflow = 0.02 cfs @ 13.60 hrs, Volume= 0.025 af, Atten= 96%, Lag= 87.3 min Discarded = 0.02 cfs @ 13.60 hrs, Volume= 0.025 of Primary = 0.00 cfs @ 1.00 hrs, Volume= 0.000 of Routing by Stor-Ind method, Time Span= 1.00-72.00 hrs, dt= 0.05 hrs Peak Elev= 920.13' @ 13.60 hrs Surf.Area= 1,262 sf Storage= 645 cf Plug -Flow detention time= 302.2 min calculated for 0.025 of (100% of inflow) Center -of -Mass det. time= 302.1 min ( 1,112.0 - 809.9 ) Volume Invert Avail Storage Storage Description #1 919.50' 3,159 cf BASIN WEST (Irregular) Listed below (Recalc) Elevation Surf.Area Perim. Inc.Store Cum.Store Wet.Area (feet) (sq-ft) (feet) (cubic -feet) (cubic -feet) (sq ft) 919.50 790 255.4 0 0 790 920.50 1,584 274.3 1,164 1,164 1,630 921.50 2,436 293.2 1,995 3,159 2,529 _Device Routing Invert Outlet Devices #1 Discarded 919,50' 0.800 in/hr Exfiltration over Surface area #2 Device 3 921.20' 24.0" Horiz. Orifice/Grate C= 0.600 Limited to weir flow at low heads #3 Primary 918.00' 12.0" Round Culvert L= 25.0' Ke= 0.100 Inlet / Outlet Invert= 918.00' / 917.50' S= 0.0200 7' Cc= 0.900 n= 0.012 Corrugated PP, smooth interior, Flow Area= 0.79 sf Discarded OutFlow Max=0.02 cfs @ 13.60 hrs HW=920.13' (Free Discharge) L1=Exfiltration (Exfiltration Controls 0.02 cfs) Primary OutFlow Max=0.00 cfs @ 1.00 hrs HW=919.50' (Free Discharge) t3=Culvert (Passes 0.00 cfs of 4,74 cfs potential flow) t2=Orifice/Grate ( Controls 0.00 cfs) CBA Chanhassen PrCond_Atlas 14 Rainfall MSE24-hr3 10-Year Rainfall=4.20" Prepared by Kimley-Horn and Associates Printed 10/25/2020 HydroCADS 10 00-22 s/n 09843 © 2018 HydroCAD Software Solutions LLC Page 33 Pond 7P: INFILTRATION BASIN ■ Inflow ■ Outflow ■ Discarded ■ Primary Th" prows) CBA Chanhassen Pr Cond_Atlas 14_Rainfall MSE 24-hr 3 100-Year Rainfall=7.18" Prepared by Kimley-Horn and Associates Printed 10/25/2020 HydroCAD& 10 00-22 s/n 09843 © 2018 HydroCAD Software Solutions LLC Page 34 Time span=1.00-72.00 hrs, dt=0.05 hrs, 1421 points Runoff by SCS TR-20 method, UH=SCS, Weighted-CN Reach routing by Stor-Ind+Trans method - Pond routing by Stor-Ind method Subcatchment 1S: C-DA-1 Runoff Area=0.035 ac 68.57% Impervious Runoff Depth=5.54" Flow Length=145' Slope=0.0200 'P Tc=14.0 min CN=86 Runoff=0.25 cfs 0.016 of Subcatchment 2S: C-DA-2 Runoff Area=0.060 ac 1.67% Impervious Runoff Depth=2.93" Flow Length=140' Slope=0.0200'/' Tc=13.6 min CN=62 Runoff=0.23 cfs 0.015 of Subcatchment 3S: C-DA-3 Runoff Area=0.147 ac 44,90% Impervious Runoff Depth=4.64" Tc=7.0 min CN=78 Runoff=1.16 cfs 0.057 of Subcatchment 7S: C-DA-4 Runoff Area=0.538 ac 86.43% Impervious Runoff Depth=6.35" Tc=7.0 min CN=93 Runoff=5.28 cfs 0.285 of Subcatchment 8S: C-DA-6 Runoff Area=0.053 ac 0.00% Impervious Runoff Depth=2.83" Tc=7.0 min CN=61 Runoff=0.26 cfs 0.013 of Subcatchment 9S: C-DA-5 Runoff Area=0.031 ac 35.48% Impervious Runoff Depth=4.20" Tc=7.0 min CN=74 Runoff=0.22 cfs 0.011 of Reach 8R: EX ONSITE INLET Inflow=0.26 cfs 0.013 of Outflow=0.26 cfs 0.013 of Reach 10R: TOTAL SITE Inflow=2.41 cfs 0.139 of Outflow=2.41 cfs 0.139 of Pond 6P: U/G 36" INFILTRATION Peak EIev=918.80' Storage=6,238 cf Inflow=5.28 cfs 0.285 of Discarded=0.06 cfs 0.200 of Primary=1.84 cfs 0,084 of Outflow=1.90 cfs 0.285 of Pond 7P: INFILTRATION BASIN Peak EIev=920.78' Storage=1.645 cf Inflow=1.16 cfs 0.057 of Discarded=0.03 cfs 0.057 of Primary=0.00 cfs 0.000 of Outflow=0.03 cfs 0,057 of Total Runoff Area = 0.864 ac Runoff Volume = 0.396 of Average Runoff Depth = 5.50" 34.37% Pervious = 0.297 ac 65.63% Impervious = 0.567 ac CBA Chanhassen Pr Cond Atlas 14 Rainfall MSE 24-hr 3 100-Year Rainfall=7.18" Prepared by Kimley-Horn and_Associates Printed 10/25/2020 HydroCAD® 10 00-22 s/n 09843 © 2018 HydroCAD Software Solutions LLC Page 35 Summary for Subcatchment 1S: C-DA-I Runoff = 0.25 cfs @ 12.22 hrs, Volume= 0.016 af, Depth= 5.54" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 1.00-72.00 hrs, dt= 0.05 hrs MSE 24-hr 3 100-Year Rainfall=7.18" Area (acl CN Descriotion 0.011 61 >75% Grass cover, Good, HSG B 0.024 98 Paved parking HSG B 0.035 86 Weighted Average 0.011 31.43% Pervious Area 0.024 68.57% Impervious Area Tc Length Description 14.0 145 0.0200 0.17 Sheet Flow, Grass: Short n= 0.150 P2= 2.84" Subcatchment 1S: C-DA-I Tm» (how.) CBA Chanhassen Pr Cond_Atlas 14_Rainfall MSE24-hr3 100-Year Rainfall=7.18" Prepared by Kimley-Horn and Associates Printed 10/25/2020 HydroCAD® 10 00-22 s/n 09843 @ 2018 HydroCAD Software Solutions LLC pans 16 Summary for Subcatchment 2S: C-DA-2 Runoff = 0.23 cfs @ 12,23 hrs, Volume= 0.015 af, Depth= 2.93" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 1.00-72.00 hrs, dt= 0.05 hrs MSE 24-hr 3 100-Year Rainfall=7.18" Area (ac) CN Description 0.059 61 >75% Grass cover, Good, HSG B 0.001 98 Paved parking HSG B 0.060 62 Weighted Average 0.059 98.33% Pervious Area 0.001 1.67% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ff) (ft/sec) (cfs) 13.6 140 0.0200 0.17 Sheet Flow, Grass: Short n= 0.150 P2= 2.84" L° u Subcatchment 2S: C-DA-2 Tyro Ma ) ■ RIllIOR CBA Chanhassen Pr Cond Atlas 14 Rainfall MSE 24-hr 3 100-Year Rainfall=T I F Prepared by Kimley-Horn and_Associates Printed 10/25/2020 HydroCAD® 10 00-22 s/n 09843 © 2018 HydroCAD Software Solutions LLC Page 37 Summary for Subcatchment 3S: C-DA-3 Runoff = 1.16 cfs @ 12.14 hrs, Volume= 0.057 af, Depth= 4.64" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 1.00-72.00 hrs, dt= 0.05 hrs MSE 24-hr 3 100-Year Rainfall=7.18" Area (ac) CN Description 0.081 61 >75% Grass cover, Good, HSG B 0.066 98 Roofs HSG B 0.147 78 Weighted Average 0.081 55.10% Pervious Area 0.066 44.90% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (f /sec) (cfs) 7.0 Direct Entry, u Subcatchment 3S: C-DA-3 Hydrograph ua m n I 00 o Ff De ' 2 4 6 8 10 12 14 16 18 26 22 24 26 26 ]8 32 34 86 80 46 42 M 46 N SO 62 54 4 68 4 82 84 66 68 76 72 Time Puts) ■ Rubn CBA Chanhassen Pr Cond Atlas 14 Rainfall MSE 24-hr 3 100-Year Rainfall=7.18" Prepared by Kimley-Horn and_Associates Printed 10/25/2020 Summary for Subcatchment 7S: C-DA-4 Runoff = 5.28 cfs @ 12.14 hrs, Volume= 0.285 af, Depth= 6.35" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 1.00-72.00 hrs, dt= 0.05 hrs MSE 24-hr 3 100-Year Rainfall=7.18" Area (ac) CN Description 0.073 61 >75% Grass cover, Good, HSG B 0.465 98 Paved parking HSG B 0.538 93 Weighted Average 0,073 13.57% Pervious Area 0.465 86.43% Impervious Area Tc Length Slope Velocity Capacity Description 7.0 Direct Entry, Subcatchment 7S: C-DA-4 Hydrociraph � Runoft Time (hours) CBA Chanhassen Pr Cond Atlas 14 Rainfall MSE 24-hr 3 100-Year Rainfall=7.18" Prepared by Kimley-Horn and_Associates Printed 10/25/2020 HydroCAD® 10 00-22 s/n 09843 © 2018 HydroCAD Software Solutions LLC Page 39 Summary for Subcatchment 8S: C-DA-6 Runoff = 0.26 cfs @ 12.15 hrs, Volume= 0.013 af, Depth= 2.83" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 1.00-72.00 hrs, dt= 0.05 hrs MSE 24-hr 3 100-Year Rainfall=7.18" Area (ac) CN Description 0.053 61 >75% Grass cover, Good, HSG B 0.053 100.00% Pervious Area Tc Length Slope Velocity Capacity Description 7.0 Direct Entry, Subcatchment 8S: C-DA-6 ■ w.wn CBA Chanhassen Pr Cond_Atlas 14_Rainfall MSE24-hr3 100- Year Rarnfall=7.18" Prepared by Kimley-Horn and Associates Printed 10/25/2020 HydroCAD® 1 D 00-22 s/n 09843 © 2018 HydroCAD Software Solutions LLC Page 40 Summary for Subcatchment 9S: C-DA-5 Runoff = 0.22 cfs @ 12.14 hrs, Volume= 0.011 af, Depth= 4.20" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 1.00-72.00 hrs, dt= 0.05 hrs MSE 24-hr 3 100-Year Rainfall=7.18" Area (ac) CN Description 0.011 98 Paved parking, HSG B HSG B 0.031 74 Weighted Average 0.020 64.52% Pervious Area 0.011 35.48% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 7.0 Direct Entry, Subcatchment 9S: C-DA-5 ■ canon CBA Chanhassen Pr Cond Atlas 14 Rainfall MSE 24-hr 3 100-Year Rainfall=7.18" Prepared by Kimley-Horn and_Associates Printed 10/25/2020 HydroCAD® 10 00-22 s/n 09843 © 2018 HydroCAD Software Solutions LLC Page 41 Summary for Reach 8R: EX ONSITE INLET [40] Hint: Not Described (Outflow=Inflow) Inflow Area = 0.053 ac, 0.00% Impervious, Inflow Depth = 2.83" for 100-Year event Inflow = 0.26 cfs @ 12.15 hrs, Volume= 0.013 of Outflow = 0.26 cfs @ 12.15 hrs, Volume= 0.013 af, Atten= 0%, Lag= 0.0 min Routing by Stor-Ind+Trans method, Time Span= 1.00-72.00 hrs, dt= 0.05 hrs Reach 8R: EX ONSITE INLET ■ Inflow Outllow Tb1M M ) CBA Chanhassen Pr Cond Atlas 14_Rainfall MSE 24-hr 3 100-Year Rainfall=7.18" Prepared by Kimley-Horn and_Associates Printed 10/25/2020 HydroCADO 10.00-22 s/n 09843 n 2018 HVdm(-AT) �nf}wnrP Rnlutinnc I I r 0--- eo Summary for Reach 10R: TOTAL SITE [401 Hint: Not Described (Outflow-- Inflow) Inflow Area = 0.864 ac, 65.63% Impervious, Inflow Depth = 1.92" for 100-Year event Inflow = 2.41 cfs @ 12.30 hrs, Volume= 0.139 of Outflow = 2.41 cfs @ 12.30 hrs, Volume= 0.139 af, Atten= 0%, Lag= 0.0 min Routing by Stor-Ind+Trans method, Time Span= 1.00-72.00 hrs, dt= 0.05 hrs Reach 10R: TOTAL SITE Hvdroaranh long �� �c i• io ,o e� tt [� m m w >2 :ri au :m 4012 44 46 {6 50 52 54 56 5E 60 62 84 6568 7072 Time (hours) ■ InOow ■ OiMav CBA Chanhassen Pr Cond Atlas 14 Rainfall MSE 24-hr 3 100-Year Rainfall= 7. 18" Prepared by Kimley-Horn and_Associates Printed 10/25/2020 HydroCAD8 10 00-22 s/n 09843 © 2018 HydroCAD Software Solutions LLC Page 43 Summary for Pond 6P: U/G 36" INFILTRATION Inflow Area = 0.538 ac, 86.43% Impervious, Inflow Depth = 6.35" for 100-Year event Inflow = 5.28 cfs @ 12.14 hrs, Volume= 0.285 of Outflow = 1.90 cfs @ 12.31 hrs, Volume= 0.285 af, Atten= 64%, Lag= 10.4 min Discarded = 0.06 cfs @ 9.20 hrs, Volume= 0.200 of Primary = 1.84 cfs @ 12.31 hrs, Volume= 0.084 of Routing by Stor-Ind method, Time Span= 1.00-72.00 hrs, dt= 0.05 hrs Peak Elev= 918.80' @ 12.31 hrs Surf.Area= 3,154 sf Storage= 6,238 cf Plug -Flow detention time= 637.5 min calculated for 0.285 of (100% of inflow) Center -of -Mass det. time= 637.3 min ( 1,399.2 - 761.8 ) Volume Invert Avail Storage Storage Description #1A 915.40' 3,692 cf 38.00'W x 83.001 x 4.50'H Field A 14,193 cf Overall - 4,962 cf Embedded = 9,231 cf x 40.0% Voids #2A 915.90' 3,976 cf ADS N-12 36" x 28 Inside #1 Inside= 36.1"W x 36.1"H => 7.10 sf x 20.001 = 142.0 cf Outside= 42.0"W x 42.0"H => 8.86 sf x 20.001 = 177.2 cf 7 Rows of 4 Chambers 7,668 cf Total Available Storage Storage Group A created with Chamber Wizard Device Routing Invert Outlet Devices #1 Discarded 915.40' 0.800 in/hr Exfiltration over Surface area #2 Device 3 918.50' 4.0' long x 0.5' breadth Broad -Crested Rectangular Weir Head (feet) 0.20 0.40 0.60 0.80 1.00 Coef. (English) 2.80 2.92 3.08 3.30 3.32 #3 Primary 915.40' 12.0" Round Culvert L= 50.0' Ke= 0.100 Inlet / Outlet Invert= 915.40' / 915.05' S= 0.0070'P Cc= 0.900 n= 0.011 Concrete pipe. straight & clean. Flow Area= 0.79 sf Discarded OutFlow Max=0.06 cfs @ 9.20 hrs HW=915.45' (Free Discharge) t1=Exfiltration (Exfiltration Controls 0.06 cfs) Primary OutFlow Max=1.78 cfs @ 12.31 hrs HW=918.79' (Free Discharge) t3=Culvert (Passes 1.78 cfs of 7.00 cfs potential flow) 2=Broad-Crested Rectangular Weir (Weir Controls 1.78 cfs @ 1.54 fps) CBA Chanhassen Pr Cond Atlas 14_Rainfall MSE 24-hr 3 100-Year Rainfall=7.18" Prepared by Kimley-Horn and_Associates Printed 10/25/2020 HydroCAD® 10.00-22 s/n 09843 ©2018 HydroCAD Software Solutions LLC Pnna dd Pond 6P: U/G 36" INFILTRATION - Chamber Wizard Field A Chamber Model = ADS N-12 36" (ADS N-12® Pipe) Inside= 36.1"W x 36.1"H => 7.10 sf x 20.001 = 142.0 cf Outside= 42.0"W x 42.0"H => 8.86 sf x 20.001 = 177.2 cf 42.0" Wide + 21.0" Spacing = 63.0" C-C Row Spacing 4 Chambers/Row x 20.00' Long = 80.00' Row Length +18.0" End Stone x 2 = 83,00' Base Length 7 Rows x 42.0" Wide + 21.0" Spacing x 6 + 18.0" Side Stone x 2 = 38.00' Base Width 6.0" Base + 42.0" Chamber Height + 6.0" Cover = 4.50' Field Height 28 Chambers x 142.0 cf = 3,976.0 cf Chamber Storage 28 Chambers x 177.2 cf = 4,962.2 cf Displacement 14,193.0 cf Field - 4,962.2 cf Chambers = 9,230.8 cf Stone x 40.0% Voids = 3,692.3 cf Stone Storage Chamber Storage + Stone Storage = 7,668.3 cf = 0.176 of Overall Storage Efficiency = 54.0% Overall System Size = 83.00' x 38.00' x 4.50' 28 Chambers 525.7 cy Field 341.9 cy Stone CBA Chanhassen Pr Cond Atlas 14 Rainfall MSE 24-hr 3 100-Year Rainfall=7.18" Prepared by Kimley-Horn and_Associates Printed 10/25/2020 HydroCAD® 10 00-22 s/n 09843 © 2018 HydroCAD Software Solutions LLC Page 45 Pond 6P: U/G 36" INFILTRATION Hydrograph CBA Chanhassen Pr Cond_Atlas 14 Rainfall MSE 24-hr 3 100-Year Rainfall=7. 18 " Prepared by Kimley-Horn and Associates Printed 10/25/2020 HvdroCAD® 10.00-22 s/n naaas n gni a N,Ar Ar) - - Summary for Pond 7P: INFILTRATION BASIN Inflow Area = 0.147 ac, 44.90% Impervious, Inflow Depth = 4.64" for 100-Year event Inflow = 1.16 cfs @ 12.14 hrs, Volume= 0.057 of Outflow = 0.03 cfs @ 14.40 hrs, Volume= 0,057 af, Atten= 97%, Lag= 135.8 min Discarded = 0.03 cfs @ 14.40 hrs, Volume= 0.057 of Primary = 0.00 cfs @ 1.00 hrs, Volume= 0.000 of Routing by Stor-Ind method, Time Span= 1.00-72.00 hrs, dt= 0.05 hrs Peak Elev= 920.78' @ 14.40 hrs Surf.Area= 1,807 sf Storage= 1,645 cf Plug -Flow detention time= 556.0 min calculated for 0.057 of (100% of inflow) Center -of -Mass det. time= 556.2 min ( 1.349.6 - 793.4 ) Volume Invert Avail Storage Storage Description #1 919.50' 3,159 cf BASIN WEST (Irregular) Listed below (Recalc) Elevation Surf.Area Perim. Inc.Store Cum.Store Wet.Area (feet) (sq-ft) (feet) (cubic -feet) (cubic -feet) (sq-ft) 919.50 790 255.4 0 0 790 920.50 1,584 274.3 1.164 1,164 1.630 921.50 2,436 293.2 1,995 3,159 2.529 Device Routing Invert Outlet Devices #1 Discarded 919.50' 0.800 in/hr Exfiltration over Surface area #2 Device 3 921.20' 24.0" Horiz. Orifice/Grate C= 0.600 Limited to weir flow at low heads #3 Primary 918,00' 12.0" Round Culvert L= 25.0' Ke= 0.100 Inlet / Outlet Invert= 918.00' / 917.50' S= 0.0200 'P Cc= 0.900 n= 0.012 Corrugated PP, smooth interior, Flow Area= 0.79 sf Discarded OutFlow Max=0.03 cfs @ 14.40 hrs HW=920.78' (Free Discharge) t1=Exfiltration (Exfiltration Controls 0.03 cfs) Primary OutFlow Max=0.00 cfs @ 1.00 hrs HW=919.50' (Free Discharge) t3=Culvert (Passes 0,00 cfs of 4.74 cfs potential flow) 2=Orifice/Grate ( Controls 0.00 cfs) CBA Chanhassen Pr Cond_Atlas 14 Rainfall MSE 24-hr 3 100-Year Rainfall=7.18" Prepared by Kimley-Horn and Associates Printed 10/25/2020 HydroCAD® 10 00-22 s/n 09843 (D 2018 HydroCAD Software Solutions LLC Page 47 Pond 7P: INFILTRATION BASIN ■ hiflwv ❑o=® D¢carded ■ Primary Tkm (hours) C-DA-3 '�7 Z7P_ INFILTRATION"PASIN O's U/G 36",fNFILTRATION 9S C-DA-1 1 OR C 2$ TOTAL SITE C-DA-2 CSubcat, Reach Pond Link EX ONSITE INLET C-DA-6 CBA Chanhassen Pr Cond Atlas 14 10 Day Snow Melt Prepared by Kimley-Horn and_Associates Printed 10/25/2020 HydroCAD010.00-22 s/n 09843 02018 HydroCAD Software Solutions LLC Pane 2 Area Listing (all nodes) Area CN Description (acres) (subcatchm ent-num bers) 0.297 100 >75% Grass cover, Good, HSG B (1 S, 2S, 3S, 7S, 8S, 9S) 0.501 98 Paved parking, HSG B (1S, 2S, 7S, 9S) 0.066 98 Roofs, HSG B (3S) 0.864 99 TOTAL AREA CBA Chanhassen Pr Cond_Atlas 14_10 Day Snow Melt Prepared by Kimley-Horn and Associates Soil Listing (all nodes) Area (acres) Soil Group Subcatchment Numbers 0.000 HSG A 0.864 HSG B 1S, 2S, 3S, 7S, 8S, 9S 0.000 HSG C 0.000 HSG D 0.000 Other 0.864 TOTAL AREA Printed 10/25/2020 CBA Chanhassen Pr Cond_Atlas 14_10 Day Snow Melt Prepared by Kimlev-Horn and Associates Printed 10/25/2020 Ground Covers (all nodes) HSG-A HSG-B HSG-C HSG-D Other Total Ground Subcatchment (acres) (acres) (acres) (acres) (acres) (acres) Cover Numbers 0.000 0.297 0.000 0.000 0.000 0.297 >75% Grass cover, Good 1 S, 2S, 3S, 7S, 8S, 9S 0.000 0.501 0.000 0.000 0.000 0.501 Paved parking 1S, 2S, 7S, 9S 0.000 0.066 0.000 0.000 0.000 0.066 Roofs 3S 0.000 0.864 0.000 0.000 0.000 0.864 TOTAL AREA CBA Chanhassen Pr Cond Atlas 14_10 Day Snow Melt Prepared by Kimley-Horn and Associates Pipe Listing (all nodes) Printed 10/25/2020 Line# Node In -Invert Out -Invert Length Slope n Diam/Width Height Inside -Fill Number (feet) (feet) (feet) Oft) (inches) (inches) (inches) 1 613 915.40 915.05 50.0 0.0070 0.011 12.0 0.0 0.0 2 713 918.00 917.50 25.0 0.0200 0.012 12.0 0.0 0.0 CBA Chanhassen Pr Cond Atlas 14 MSE 24-hr 3 240.00 hrs Custom Rainfall=7.30". AMC=4 Prepared by Kimley-Horn and_Associates Printed 10/25/2020 HydroCAD® 10 00-22 s/n 09843 © 2018 HydroCAD Software Solutions LLC Page 6 Time span=1.00-240.00 hrs, dt=0.01 hrs, 23901 points Runoff by SCS TR-20 method. UH=SCS, Weighted-CN Reach routing by Stor-Ind+Trans method - Pond routing by Stor-Ind method Subcatchment 1S: C-DA-1 Runoff Area=0.035 ac 100.00% Impervious Runoff Depth>7.18" Flow Length=145' Slope=0.0200 7 Tc=14.0 min CN=99 Runoff=0.04 cfs 0.021 of Subcatchment 2S: C-DA-2 Runoff Area=0.060 ac 100,00% Impervious Runoff Depth>7.30" Flow Length=140' Slope=0.0200 'f Tc=13.6 min CN=100 Runoff=0.07 cfs 0.036 of Subcatchment 3S: C-DA-3 Runoff Area=0.147 ac 100.00% Impervious Runoff Depth>7.18" Tc=7.0 min CN=99 Runoff=0.18 cfs 0.088 of Subcatchment 7S: C-DA-4 Runoff Area=0.538 ac 100.00% Impervious Runoff Depth>7.06" Tc=7.0 min CN=98 Runoff=0.65 cfs 0.317 of Subcatchment 8S: C-DA-6 Runoff Area=0.053 ac 100.00% Impervious Runoff Depth>7.30" Tc=7.0 min CN=100 Runoff=0.06 cfs 0.032 of Subcatchment 9S: C-DA-5 Runoff Area=0.031 ac 100.00% Impervious Runoff Depth>7.18" Tc=7.0 min CN=99 Runoff=0.04 cfs 0.019 of Reach 8R: EX ONSITE INLET Inflow=0.06 cfs 0.032 of Outflow=0.06 cfs 0.032 of Reach 1 OR: TOTAL SITE Inflow=0.22 cfs 0.108 of Outflow=0.22 cfs 0.108 of Pond 6P: U/G 36" INFILTRATION Peak Elev=918.23' Storage=5.104 cf Inflow=0.65 cfs 0.317 of Discarded=0.06 cfs 0.317 of Primary=0.00 cfs 0.000 of Outflow=0.06 cfs 0.317 of Pond 71P: INFILTRATION BASIN Peak Elev=920.52' Storage=1.202 cf Inflow=0.18 cfs 0.088 of Discarded=0.03 cfs 0.088 of Primary=0.00 cfs 0.000 of Outflow=0.03 cfs 0.088 of Total Runoff Area = 0.864 ac Runoff Volume = 0.513 of Average Runoff Depth = 7.12" 0.00% Pervious = 0.000 ac 100.00% Impervious = 0.864 ac CBA Chanhassen Pr Cond Atlas 14_ MSE 24-hr 3 240.00 hrs Custom Rainfall=7.30", AMC=4 Prepared by Kimley-Horn and Associates Printed 10/25/2020 Summary for Subcatchment 1S: C-DA-1 Runoff = 0.04 cfs @ 120.82 hrs, Volume= 0.021 af, Depth> 7.18" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 1.00-240.00 hrs, dt= 0.01 hrs MSE 24-hr 3 240.00 hrs Custom Rainfall=7.30", AMC=4 Area (ac) CN Description 0.011 100 >75% Grass cover, Good, HSG B 0.024 98 Paved parking HSG B 0.035 99 Weighted Average 0.035 100.00% Impervious Area Tc Length Slope min) (feet) (") 14.0 145 0.0200 Capacity Description 0.17 Sheet Flow, Grass: Short n= 0.150 P2= 2.84" Subcatchment 1S: C-DA-I ■ R-wN CBA Chanhassen Pr Cond Atlas 14 MSE 24-hr 3 240.00 hrs Custom Rainfall=7.30". AMC=4 Prepared by Kimley-Horn and_Associates Printed 10/25/2020 HydroCAD® 10 00-22 s/n 09843 © 2018 HydroCAD Software Solutions LLC Page 8 Summary for Subcatchment 2S: C-DA-2 Runoff = 0.07 cfs @ 120.78 hrs, Volume= 0.036 at Depth> 7.30" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 1.00-240.00 hrs, dt= 0.01 hrs MSE 24-hr 3 240.00 hrs Custom Rainfall=7.30", AMC=4 Area (ac) CN Descriotion 0.059 100 >75% Grass cover, Good, HSG B 0.001 98 Paved parking HSG B 0.060 100 Weighted Average 0.060 100.00% Impervious Area Tc Length Slope min) (feet) (ft/ft) 13.6 140 0.0200 Description 0.17 Sheet Flow, Grass: Short n= 0.150 P2= 2.84" Subcatchment 2S: C-DA-2 ■ Runolr CBA Chanhassen Pr Cond Atlas 14 MSE 24-hr 3 240.00 hrs Custom Rainfall=7.30", AMC=4 Prepared by Kimley-Horn and_Associates Printed 10/25/2020 HydroCADO 10.00-22 s/n 09843 © 2018 HydroCAD Software Solutions LLC Page 9 Summary for Subcatchment 3S: C-DA-3 Runoff = 0.18 cfs @ 121.00 hrs, Volume= 0.088 af, Depth> 7.18" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 1.00-240.00 hrs, dt= 0.01 hrs MSE 24-hr 3 240.00 hrs Custom Rainfall=7.30", AMC=4 Area (ac) CN Description 0.081 100 >75% Grass cover, Good, HSG B 0.066 98 Roofs HSG B 0.147 99 Weighted Average 0.147 100.00% Impervious Area Tc Length Slope Velocity Capacity Description 7.0 Direct Entry, Subcatchment 3S: C-DA-3 TWw (hours) CBA Chanhassen Pr Cond_Atlas 14 MSE 24-hr 3 240.00 hrs Custom Rainfall=7.30", AMC=4 Prepared by Kimley-Horn and Associates Printed 10/25/2020 HydroCAD®10 00-22 s/n 09843 © 2018 HydroCAD Software Solutions LLC Page 10 Summary for Subcatchment 7S: C-DA-4 Runoff = 0.65 cfs @ 121.00 hrs, Volume= 0.317 af, Depth> 7.06" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 1.00-240.00 hrs, dt= 0.01 hrs MSE 24-hr 3 240.00 hrs Custom Rainfall=7.30", AMC=4 Area (ac) CN Description 0.073 100 >75% Grass cover, Good, HSG B _ 0.465 98 Paved parking HSG B 0.538 98 Weighted Average 0.538 100.00% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (M) (ft/sec) (cfs) 7.0 Direct Entry, Subcatchment 7S: C-DA-4 ■ R-Vff Tim (ram) CBA Chanhassen Pr Cond_Atlas 14_ MSE 24-hr 3 240.00 hrs Custom Rainfall=7.30", AMC=4 Prepared by Kimley-Horn and Associates Printed 10/25/2020 HydroCAD® 10.00-22 s/n 09843 © 2018 HydroCAD Software Solutions LLC Page 11 Summary for Subcatchment 8S: C-DA-6 Runoff = 0.06 cfs @ 120.75 hrs, Volume= 0.032 af, Depth> 7.30" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 1.00-240.00 hrs, dt= 0.01 hrs MSE 24-hr 3 240.00 hrs Custom Rainfall=7.30", AMC=4 Area (ac) CN Description 0.053 100 >75% Grass cover, Good, HSG B 0.053 100.00% Impervious Area Tc Length Slope 7.0 a 0 LL Capacity Description Direct Entry, Subcatchment 8S: C-DA-6 TWM (110 ) ■R~ CBA Chanhassen Pr Cond_Atlas 14 MSE 24-hr 3 240.00 hrs Custom Rainfall=7.30", AMC=4 Prepared by Kimley-Horn and Associates Printed 10/25/2020 HydroCAD® 10 00-22 s/n 09843 @ 2018 HydroCAD Software Solutions LLC Page 12 Summary for Subcatchment 9S: C-DA-5 Runoff = 0.04 cfs @ 121.00 hrs, Volume= 0.019 af, Depth> 7.18" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 1.00-240.00 hrs, dt= 0.01 hrs MSE 24-hr 3 240.00 hrs Custom Rainfall=7.30", AMC=4 Area (ac) CN Description 0,011 98 Paved parking, HSG B 0,020 100 >75% Grass cover, Good HSG B 0.031 99 Weighted Average 0.031 100.00% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (fUsec) (cfs) 7.0 Direct Entry, Subcatchment 9S: C-DA-5 ■ to.br trr th"n) IF CBA Chanhassen Pr Cond_Atlas 14_ MSE 24-hr 3 240.00 hrs Custom Rainfall=7.30", AMC=4 Prepared by Kimley-Horn and Associates Printed 10/25/2020 Summary for Reach 8R: EX ONSITE INLET [401 Hint: Not Described (Outflow --Inflow) Inflow Area = 0.053 ac,100.00% Impervious, Inflow Depth > 7.30" for Custom event Inflow = 0.06 cfs @ 120.75 hrs, Volume= 0.032 of Outflow = 0.06 cfs @ 120.75 hrs, Volume= 0.032 af, Atten= 0%, Lag= 0.0 min Routing by Stor-Ind+Trans method, Time Span= 1.00-240.00 hrs, dt= 0.01 hrs Reach 8R: EX ONSITE INLET ■ Inllory ■ outfl w TRIM (houm) CBA Chanhassen Pr Cond_Atlas 14 MSE 24-hr 3 240.00 hrs Custom Rainfall=7.30", AMC=4 Prepared by Kimley-Horn and Associates Printed 10/25/2020 HydroCAD® 10 00-22 s/n 09843 © 2018 HydroCAD Software Solutions LLC Page 14 Summary for Reach 1OR: TOTAL SITE [401 Hint: Not Described (Outflow --Inflow) Inflow Area = 0.864 ac,100.00% Impervious, Inflow Depth > 1.50" for Custom event Inflow = 0.22 cfs @ 121.00 hrs, Volume= 0.108 of Outflow = 0.22 cfs @ 121.00 hrs, Volume= 0.108 af, Atten= 0%, Lag= 0.0 min Routing by Stor-Ind+Trans method, Time Span= 1.00-240.00 hrs, dt= 0.01 hrs Reach 10R: TOTAL SITE Hydrograph ■ h—OM —11 In gallon Time (houm) CBA Chanhassen Pr Cond Atlas 14 MSE 24-hr 3 240.00 hrs Custom Rainfall=7.30" AMC=4 Hvd oCAD® 1Prepared 0 0�0-22ys/n oasasdc_ns O Hatlesrnn s e.,�.e c ,,.; � � � r Printed 10/25/2020 Summary for Pond 6P: U/G 36" INFILTRATION Inflow Area = 0.538 ac,100.00% Impervious, Inflow Depth > 7.06" for Custom event Inflow = 0.65 cfs @ 121.00 hrs, Volume= 0.317 of Outflow = 0.06 cfs @ 115.26 hrs, Volume= 0.317 af, Atten= 91%, Lag= 0.0 min Discarded = 0.06 cfs @ 115.26 hrs, Volume= 0.317 of Primary = 0.00 cfs @ 1.00 hrs, Volume= 0.000 of Routing by Stor-Ind method, Time Span= 1.00-240.00 hrs, dt= 0.01 hrs Peak Elev= 918.23' @ 125.11 hrs Surf.Area= 3,154 sf Storage= 5,104 cf Plug -Flow detention time= 570.9 min calculated for 0.317 of (100% of inflow) Center -of -Mass det. time= 570.4 min ( 7,926.9 - 7,356.5 ) Volume Invert Avail Storage Storage Description #1A 915.40' 3,692 cf 38.00'W x 83.001 x 4.50'H Field A 14,193 cf Overall - 4,962 cf Embedded = 9,231 cf x 40.0% Voids #2A 915.90, 3,976 cf ADS N-12 36" x 28 Inside #1 Inside= 36.1"W x 36.1"H => 7.10 sf x 20.001 = 142.0 cf Outside= 42.0' W x 42.0"H => 8.86 sf x 20.001 = 177.2 cf 7 Rows of 4 Chambers 7,668 cf Total Available Storage Storage Group A created with Chamber Wizard Device Routing Invert Outlet Devices #1 Discarded 915.40' 0.800 inlhr Exfiltration over Surface area #2 Device 3 918.50' 4.0' long x 0.5' breadth Broad -Crested Rectangular Weir Head (feet) 0.20 0.40 0.60 0.80 1.00 Coat. (English) 2.80 2.92 3.08 3.30 3.32 #3 Primary 915.40' 12.0" Round Culvert L= 50.0' Ke= 0.100 Inlet / Outlet Invert= 915.40' / 915.05' S= 0.0070'P Cc= 0.900 n= 0.011 Concrete pipe, straight & clean, Flow Area= 0.79 sf Qiscarded OutFlow Max=0.06 cfs @ 115.26 hrs HW=915.45' (Free Discharge) 1=Exfiltration (Exfiftration Controls 0.06 cfs) Primary OutFlow Max--0.00 cfs @ 1.00 hrs HW=915.40' (Free Discharge) trCulvert ( Controls 0.00 cfs) 2=Broad-Crested Rectangular Weir ( Controls 0.00 cfs) CBA Chanhassen Pr Cond Atlas 14 MSE 24-hr 3 240.00 hrs Custom Rainfall=7.30", AMC=4 Prepared by Kimley-Horn and_Associates Printed 10/25/2020 HydroCAD® 10 00-22 s/n 09843 © 2018 HydroCAD Software Solutions LLC Page 16 Pond 6P: U/G 36" INFILTRATION - Chamber Wizard Field A Chamber Model = ADS N-12 36" (ADS N-12® Pipe) Inside= 36.1"W x 36.1"H => 7.10 sf x 20.001 = 142.0 cf Outside= 42.0"W x 42.0"H => 8.86 sf x 20.001 = 177.2 cf 42.0" Wide + 21.0" Spacing = 63.0" C-C Row Spacing 4 Chambers/Row x 20.00' Long = 80.00' Row Length +18.0" End Stone x 2 = 83.00' Base Length 7 Rows x 42.0" Wide + 21.0" Spacing x 6 + 18.0" Side Stone x 2 = 38.00' Base Width 6.0" Base + 42.0" Chamber Height + 6.0" Cover = 4.50' Field Height 28 Chambers x 142.0 cf = 3,976.0 cf Chamber Storage 28 Chambers x 177.2 cf = 4,962.2 cf Displacement 14,193.0 cf Field - 4,962.2 cf Chambers = 9,230.8 cf Stone x 40.0% Voids = 3,692.3 cf Stone Storage Chamber Storage + Stone Storage = 7,668.3 cf = 0.176 of Overall Storage Efficiency = 54.0% Overall System Size = 83.00' x 38.00' x 4.50' 28 Chambers 525.7 cy Field 341.9 cy Stone CBA Chanhassen Pr Cond Atlas 14 MSE 24-hr 3 240.00 hrs Custom Rainfall=7.30" AMC=4 Prepared by Kimley-Hom and Associates Printed 10i25/2020 Pond 6P: U/G 36" INFILTRATION ■ I. ■ ounww ■ Discarded ■ Prirriaty IV" Palle) CBA Chanhassen Pr Cond Atlas 14 MSE 24-hr 3 240.00 hrs Custom Rainfall=7.30" AMC=4 Prepared by Kimley-Horn and_Associates Printed 10/25/2020 HydroCADS 10 00-22 s/n 09843 ©2018 HydroCAD Software Solutions LLC Page 18 Summary for Pond 7P: INFILTRATION BASIN Inflow Area = 0.147 ac,100.00% Impervious, Inflow Depth > 7.18" for Custom event Inflow = 0.18 cfs @ 121.00 hrs, Volume= 0.088 of Outflow = 0.03 cfs @ 123.12 hrs, Volume= 0.088 af, Atten= 83%, Lag= 127.2 min Discarded = 0.03 cfs @ 123.12 hrs, Volume= 0.088 of Primary = 0.00 cfs @ 1.00 hrs, Volume-- 0.000 of Routing by Stor-Ind method, Time Span= 1.00-240.00 hrs, dt= 0.01 hrs Peak Elev= 920.52' @ 123.12 hrs Surf.Area= 1,602 sf Storage= 1,202 cf Plug -Flow detention time= 287.4 min calculated for 0.088 of (100% of inflow) Center -of -Mass det. time= 286.8 min ( 7,581.1 - 7,294.3 ) Volume Invert Avail Storage Storage Description #1 919.50' 3,159 cf BASIN WEST (Irregular) Listed below (Recalc) Elevation Surf.Area Perim. Inc.Store Cum.Store Wet.Area _ (feet) (sq-ft) (feet) (cubic -feet) (cubic -feet) (sq-ft) 919.50 790 255.4 0 0 790 920.50 1,584 274.3 1,164 1,164 1,630 921.50 2,436 293.2 1,995 3,159 2,529 Device Routing Invert Outlet Devices #1 Discarded 919.50' 0.800 in/hr Exriltration over Surface area #2 Device 3 921.20' 24.0" Horiz. Orifice/Grate C= 0.600 Limited to weir flow at low heads #3 Primary 918.00' 12.0" Round Culvert L= 25.0' Ke= 0.100 Inlet / Outlet Invert= 918.00' / 917.50' S= 0.0200 T Cc= 0.900 n= 0.012 Corrugated PP, smooth interior, Flow Area= 0.79 sf Discarded OutFlow Max=0.03 cfs @ 123.12 hrs HW=920.52' (Free Discharge) 1=Exfiltration (Exfiltration Controls 0.03 cfs) Primary OutFlow Max=0.00 cfs @ 1.00 hrs HW=919.50' (Free Discharge) L3=Cuivert (Passes 0.00 cfs of 4.74 cfs potential flow) 2=Orifce/Grate ( Controls 0.00 cfs) CBA Chanhassen Pr Cond Atlas 14_ MSE 24-hr 3 240.00 hrs Custom Rainfall=7.30" AMC=4 Prepared by Kimley-Horn and Associates Printed 10/25/2020 Pond 7P: INFILTRATION BASIN ■ InOmv ■ Ouftw ■ oerrded ■ Primary Tkft @I ) KidepMorn Appendix S. Water Quality Calculations (MIDS) Christian Brothers Automotive - Stormwater Report Page 16 Chanhassen, MN Project Information Calculator Version: Project Name: User Name / Company Name: Date: Project Description: Construction Permit?: Site Information Retention Requirement (inches) Site's Zip Code: Annual Rainfall (inches): Phosphorus EMC (mg/1): TSS EMC (mgA): Total Site Area Version 3: January 2017 CBA - Chanhassen, MN Kimley-Horn & Associates, Inc. 09/17/2020 Yes 1.1 SS317 29.9 0.3 54.5 Land Cover A Soils B Soils C Soils D Soils Total (acres) (acres) (acres) (acres) (acres) Forest/Open Space - Undisturbed, protected 0 forest/open space or reforested land Managed Turf - disturbed, graded for yards or 25 0.25 other turf to be mowed/managed Impervious Area (acres) .55 Total Area (acres) 0.8 Site Areas Routed to BMPs Land Cover A Soils B Soils C Soils D Soils Total (acres) (acres) (acres) (acres) (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 0.154 0.154 Impervious Area (acres) 0.531 Total Area (acres) 0.685 Summary Information Performance Goal Requirement Performance goal volume retention requirement 2196 ft3 Volume removed by BMPs towards performance goal: 2120 W Percent volume removed towards performance goal 97 % Annual Volume and Pollutant Load Reductions Post development annual runoff volume 1.2838 acre-ft Annual runoff volume removed by BMPs: 1.2003 acre-ft Percent annual runoff volume removed: 93 % Post development annual particulate P load: 0.576 Ibs Annual particulate P removed by BMPs: 0.539 Ibs Post development annual dissolved P load: 0.471 Ibs Annual dissolved P removed by BMPs: 0.441 Ibs Percent annual total phosphorus removed: 93 % Post development annual TSS load: 190.3 Ibs Annual TSS removed by BMPs: 177.9 Ibs Percent annual TSS removed: 93 % BMP Summary Perfermanca Goal Summary BMP Volume Volume Volume Volume Percent BMP Name Capacity Recieved Retained Outflow Retained (ft3) (ft3) (ft3) (ft3) 1 - Infiltration basin/Infiltration trench (abc 2519 264 264 0 100 1 - Underground infiltration 6300 1857 1857 0 100 Annual Volume Summary Volume Volume From Volume Volume Percent BMP Name From Direct Upstream Retained outflow Retained Watershed BMPs (acre-ft) (acre-ft) (%) (acre-ft) (acre-ft) 1 - Infiltration basin/Infiltration trench (abc 0.1769 0 0.1769 0 100 1 - Underground infiltration 1 1.0234 0 1.0234 0 100 Particulate Phosphorus Summary Load From Load from BMP Name Direct Upstream Load Outflow Percent Watershed BMPs Retained Load Retained (%) (Ibs) (Ibs) (Ibs) (Ibs) 1 - Infiltration basin/Infiltration trench (ab< 0.0794 0 0.0794 0 100 1 - Underground infiltration 1 0.4593 0 0.4593 1 0 1 100 Dissolved Phosphorus Summary Load From Load From BMP Name Direct Upstream Load Outflow Percent Watershed BMPs Retained Load Retained (%) (Ibs) (Ibs) (Ibs) (Ibs) 1 - Infiltration basin/Infiltration trench (ab( 0.065 0 0.065 0 100 1 - Underground infiltration 1 0.3758 0 0.3758 0 100 TSS Summary Load From Load From BMP Name Direct Upstream Load Outflow Percent Watershed BMPs Retained Load Retained (%) (Ibs) (Ibs) (Ibs) (Ibs) 1 - Infiltration basin/Infiltration trench (ab( 26.23 0 26.23 0 100 1 - Underground infiltration 1 151.7 0 151.7 1 0 1 100 BMP Schematic 1 - lnrdtratx basin/ 1 - round i itratwn Infiltration trer<h Kimley»)Horn Appendix 6. Operations and Maintenance Plan Christian Brothers Automotive - Stormwater Report Page 17 Chanhassen, MN Christian Brothers Automotive Chanhassen, MN OPERATIONS AND MAINTENANCE PLAN 8941 Crossroads Blvd. Chanhassen, MN Prepared for: Christian Brothers Automotive September 18, 2020 Prepared By: Kimley-Horn and Associates, Inc. 767 Eustis Street, Suite 100 St. Paul, MN 55114 (651)645-4197 I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision, and that am a duly Registered Professional Engineer under the laws of the State of Minnesota. Brandon R. Elegert, P.E. Date: 09/18/2020 Registration No. 50387 STORMWATER MANAGEMENT OPERATION & MAINTENANCE PLAN - 1 Christian Brothers Automotive Chanhassen, MN CHRISTIAN BROTHERS AUTOMOTIVE CHANHASSEN STORMWATER MANAGEMENT OPERATION & MAINTENANCE PLAN Activity Frequency Water plants As necessary during first growing season Water plants during dry periods As needed after first growing season Re -mulch void areas As needed Treat diseased trees and shrubs As needed Inspect soil and repair eroded areas Monthly Inspect integrity of storm sewer castings and remove accumulated debris from ates As needed Remove litter and debris Monthly Add additional mulch Once per year Sumped Manholes Once per year or as needed SAFL Baffle Once per year or as needed Access Sufficient access shall be provided to the facility to allow all necessary inspection and maintenance activities to be completed. Maintenance of access areas shall include removal of tree seedlings and woody vegetation, repair of eroded areas and removal of litter and debris. Erosion The soil and mulch in the facility and in areas draining to the facility shall be inspected for eroded areas. Eroded areas shall be filled with soil or mulch and vegetated. Outlet Structure Maintenance The Owner will be responsible for outlet structure maintenance. Periodically, the low flow orifice may clog with debris. Debris should be removed and disposed of outside of the facility limits. Debris & Litter Debris and litter should be removed on a monthly basis to maintain appearance and functionality of the facility. STORMWATER MANAGEMENT OPERATION & MAINTENANCE PLAN - 2 Christian Brothers Automotive Chanhassen, MN Plant Maintenance The vegetation type and amount are important to ensure that the facility operates correctly. Proper vegetation maintenance includes watering plants during dry periods, re -mulching void areas, treating diseased trees and shrubs and mowing turf areas. MAINTENANCE OF UNDERGROUND ADS INFILTRATION SYSTEM Regular inspection and maintenance are critical to the effective operation of the underground filtration systems. It is the responsibility of the property owner to maintain all stormwater BMPs in accordance with the minimum design standards and other guidance provided in this manual. See Appendix A for ADS Stormtech guidelines for additional operation and maintenance procedures. Inspection Schedule One inspection form shall be completed for the underground detention system on a monthly or annual basis as specified on the checklist. Erosion The soil and mulch on the property shall be inspected for eroded areas. Eroded areas shall be filled with soil or mulch and vegetated. In the event that erosion persists in a particular area, compacted aggregate shall be used to further stabilize the slope and to mitigate future erosion. Sediment Accumulation & Clogging Sediment accumulation within the facility may reduce the infiltration capacity and impair proper performance of the facility. The facility shall be inspected for accumulation of sediment as part of the inspection. Excessive sediment accumulation shall be removed. Outlet Structure Maintenance The Owner will be responsible for outlet structure maintenance. Periodically, the outlet pipe may clog with debris. Debris should be removed and appropriately disposed of off - site. Standing Water/Pipe Inspection Visual inspection of the pipe chamber system shall occur once per year until a cleaning schedule can be established based on the amount of sediment that is left within the system. Prior to entry into the underground system, the user shall follow all applicable OSHA and local safety regulations. Inspections should occur at least 2-3 days after the most recent rainfall event. The system should be visually inspected at all manhole locations. Utilizing a sediment pole, measure and document the amount of silt at each manhole locations. Inspect each pipe opening to ensure that the silt level or any foreign objects are not blocking the pipes. The sediment level should be measured and recorded during the inspection process. STORMWATER MANAGEMENT OPERATION & MAINTENANCE PLAN - 3 Christian Brothers Automotive Chanhassen, MN The system should be cleaned once the available depth of sediment is 6" above the bottom of the chambers. Cleaning of the system can be done by a vacuum truck every 3-5 years based on actual sediment accumulation or as needed to remain below maximum sediment volume per manufacturer's recommendations. If the facility has standing water more than 48 hours after a rain event, the system shall be cleaned. To clean, remove the manhole cover at the top of the system and lower a vacuum hose into one of the rows of the pipe system. Open the manhole at the opposite end of the system and use sewer jetting equipment to force water in the same row from one end of the pipe system row to the opposite side. Place the vacuum hose and the sewer jetting equipment in the next row and repeat the process. Inspection and Maintenance (per manufacturer recommendations) Inspect isolator row for sediment. If sediment is at or above 3", clean out isolator row using the Jetvac process, vacuum structure sump as required. Replace all covers, grates, filters, and lids; record observations and actions. Inspect and clean basins and manholes upstream of the Stormtech system. Refer to manufacturer for complete inspection and maintenance requirements and recommendations. Inspect every 6 months during the first year of operation. Adjust the inspection interval based on previous observations of sediment accumulation and high-water elevations. Conduct jetting and vactoring annually or when inspection shows that maintenance is necessary. MAINTENANCE OF SUMPED PRETREATMENT MANHOLE Remove sediment from the manhole and pretreatment device by using a vacuum truck. Visual inspection to ensure no pipe blockage should occur at the time of cleaning. Prior to entry into the storm sewer manhole, the user shall follow all applicable OSHA and local safety regulations. The pretreatment manholes shall be inspected at least three times during the first two years to inspect the amount accumulated sediment and screen/baffle clogging over the first two years following installation. From the frequent inspections a structure specific maintenance program can be developed. Sediment shall be cleaned once one foot of sediment has accumulated in the manhole sumps. At a minimum the structures containing pretreatment device shall be fully cleaned once a year. STORMWATER MANAGEMENT OPERATION & MAINTENANCE PLAN - 4 Christian Brothers Automotive Chanhassen, MN BMP #1 Underground Infiltration System erf. 36" HDPE System) Date: Time: Weather: Inspector: Maintenance Item Comments on Condition Actions to be Taken As Needed Remove Trash and debris Stabilize tributary drainage area when erosion is evident Inflow and outflow at inlet and outlet structures are clean Catch Basins are functioning properly and free of titter and debris Semi Annual Or After seversI storm events/extreme storm events Inspect inflow/ treatment systemr ge(off- line systems) and remove any sediment Annuidly in Faf/ Inspect and remove any sediment and debris build up in prebeabnent areas Inspect inflow points and surface for buildup of road sand associated with spring melt, remove as needed Note signs of pollution, such as oil sheens, discolored water, or unpleasant odors. Comments and Actions Re aired: STORMWATER MANAGEMENT OPERATION & MAINTENANCE PLAN - 5 Christian Brothers Automotive Chanhassen, MN Appendix A STORMWATER MANAGEMENT OPERATION & MAINTENANCE PLAN - 6 TECHNICAL NOTE Retention/Detention System Maintenance TN 6.01 February 2007 This document is provided for informational purposes only and is meant only to be a guide. Individuals using this information should make their own decisions as to suitability of this guideline for their individual projects and adjust accordingly. Introduction A retention/detention system is comprised of a series of pipes and fittings that form an underground storage area, which retains or detains storm water runoff from a given area. As sediment and debris settle out of the detained stormwater, build up occurs that requires the system to be regularly inspected and cleaned in order for the system to perform as originally designed. The following provides the available fittings and guidelines for inspection and maintenance of an HDPE underground storage system. System Accessories and Fittings Concentric Reducers Concentric Reducers are fittings that transition between two pipes, either in line with one another or at perpendicular angles. The centerlines of the two pipes are at the same elevation. When a concentric reducer is used to connect the manifold pipe to the lateral pipes, most debris will be trapped in the manifold pipe. 0 01 ­j'111Jr,JrrJ I SIDE VEN SECTION VIEW SIDE VIEW SECTION VIEW Eccentric Reducers Eccentric Reducers are fittings that transition between two pipes, either in line with one another or at perpendicular angles. The inverts of the two pipes are at the same elevations. When an eccentric reducer is used to connect the manifold pipe to the lateral pipes, most debris will follow the flow of the storm water into the lateral pipes. SIDE VIEW SECTION VIEW SIDE VIEW SECTION VIEW 1 4640 TRUEMAN BLVD. HILLIARD, OH 43026. (800) 821.6710 - www.ads-pipe.com I 1 Riser Each retention/detention system typically has risers strategically placed for maintenance and inspection of the system. These risers are typically 24" in diameter or larger and are placed on the manifold fittings. Cleanouts Cleanout ports are usually 4-, 6-, or 8-in diameter pipe and are placed on the manifold fittings. They are used for entrance of a pipe from a vacuum truck or a water -jetting device. RISER b cRDa ECION VIEW cROSs EcnI VIEW For a complete listing of available fittings and components please refer to the ADS Fittings Manual. Maintenance Overview of a Retention/Detention System Maintaining a clean and obstruction -free retention/detention system helps to ensure the system performs the intended function of the primary design. Build up of debris may obstruct flow through the laterals in a retention system or block the entranceway of the outlet pipe in a detention system. This may result in ineffective operation or complete failure of the system . Additionally, surrounding areas may potentially run the risk of damage due to flooding or other similar issues. Inspection/Maintenance Frequency All retention/detention systems must be cleaned and maintained. Underground systems may be maintained more cost effectively if these simple guidelines are followed. Inspection should be performed at a minimum of once per year. Cleaning should be done at the discretion of individuals responsible to maintain proper storage and flow. While maintenance can generally be performed year round, it should be scheduled during a relatively dry season. Pre -Inspection A post -installation inspection should be performed to allow the owner to measure the invert prior to accumulation of sediment. This survey will allow the monitoring of sediment build-up without requiring access to the retention/detention system. The following is the recommended procedure for pre -inspections: 1) Locate the riser section or cleanouts of the retention/detention system. The riser will typically be 24" in diameter or larger and the cleanouts are usually 4", 6" or 8" in diameter. 2) Remove the lid of the riser or clean outs. 3) Insert a measuring device into the opening and make note to a point of reference on the stick or string. (This is done so that sediment build up can be determined in the future without having to enter the system.) 4640 TRUEMAN BLVD. HILLIARD, OH 43026. )600) 621-6710 — www.ads-pipe.com 2 �u�uri-1�U7 - Inspection/Maintenance A retention/detention system should be inspected at a minimum of one time a year or after major rain events if necessary. The following is the recommended procedure to inspect system in service: 1) Locate the riser section of the retention/detention system. The riser will typically be 24" in diameter or larger, 2) Remove the lid from the riser. 3) Measure the sediment buildup at each riser and cleanout location. Only certified confined space entry personnel having appropriate equipment should be permitted to enter the retention/detention System. 4) Inspect each manifold, all laterals, and outlet pipes for sediment build up, obstructions, or other problems. Obstructions should be removed at this time. 5) If measured sediment build up is between 5% - 20% of the pipe diameter, cleaning should be considered; if sediment build up exceeds 20%, cleaning should be performed at the earliest opportunity. A thorough cleaning of the system (manifolds and laterals) shall be performed by either manual methods or by a vacuum truck. 4640 TRUEMAN BLVD. HILLIARD, OH 43026. (800) 821-6710 - www. ads-pipe.com 3 Christian Brothers A U T 0 M 0 T I V E a 8941 Crossroads Blvd Chanhassen, MN 55317 ®VIXXO 30'SETBACK FROM W MORERTT LINE V r4oyo„d SWN OI: SE,rNNnuIL SI(N � SWN 03: EaMbrEm�t du.nel l,lbN )�; SIGN 03: FriMor Bar CA,INI,I laN,n II CirLtl�...... ws 8%I G_mmaN BR! dN Ounlu, ise^ SNh MN SS317 AmuN MpsYMc OELNie IfBd Ir wn r.wr .arm.�n�.Kr m.xprrr..N.r., L.w.arawrr rr w.lnla Lf Yr r 0.". M DWWW- Y+11m.Y-R3 B.tl..l lYe QIZ" Y.IIY.hr 1N3WM �Liim .a O ®YIXXO V, 2:12 D/F MONUMENTE SPECIFICATIONS SQUARE FOOTAGE: 1.1R"DEEPiW NUMU MEFFILLERPMN DTOWTCHVMS3E9CGREEN,GLOSSYNNM. 50.MPERMCE:" 1. ALL CABINET MTERICAS ARE MINTED LIGHT ENHANCEMENT WNIIF. 3. I W EXTRUDED AUMINUM RETAINER MCTIONS MINTED TO MATCH RM53E9 C GREEN, GLOSSY NNIP4. WARREAS F.CO. xUMMRf YE01KR1JNf L FACES ARE FIAT TRMISWCENT WHITE ACRYLK WITH fIRST SURFACE VINYL OWRIAYS L WILL SUDE OUT FOR SERVICE. L.o. E•ItXITE GFMINI RSYEfWIIC %-TEFFORMS l V WYl COIdIS ME FEN COIOR SCHEDULE. L WFERNALLY ILLUMIFMTED WITH "M LEVS. NUMBERS NAVE WMTE MINES MTH BIACA EDBE PINS) E. IETTEM ME NON.ILLUMINXTED. ). CMBFET POWER CTRCff SWITCH TO SE MOUNTED ON SIM OF CABINET WITH W WTHERRROOF FWLP COYE11 I. (dYSTYIE; DMENDON FdTTUNF SOLD L MBfIED TO BATCH CABINET, A f N MOUNTED TO MONUMENT WOH AWNOMWE L AW RE[S NUMBERS ME W FINIIF ACRYUC NON{OIIROSIVF MOVNDMG IMRDWMf MDYNEO MOUNTED TO BASE WITH SND MOUNTS. (BOTH SIDES) WON 5RICOXE. Pi (BRICK EASE TO MATCH BUIWINGI ISYt m EONOIEIE (MIN.) TYRNAL OE ONE PIER r 3R"—i r-Y(WT x WIQ x S(DI N REMIT pr cmf B dASWTPIPE 11bMDER BIOCI6 PLT{FUWBOrtOM ` A• OF fOUMDAIpN PBIW TO MAXI NUR. BIIM�R/10:�11 .s _ BMIUFNRp.Tk My Ob EMM wxw AmRRMIaYM: E'clBlk Bert TRe Y+n Y.iµe.E-A .erv.e a<v. P..mL s1 ueHW o..sexe+..�x �NYaRwtrBSRa FuxHa� M Te IIIAu TaOr RW/IR. _ Vg1mARR pBYW IW NL+ILW BMYm Dee 1LFMFA .�i ILH 9) ILLUMINATED 22" CHANNEL LETTERS WITH BACK PANELS ON WIRE -WAYS 24-F BUILDING (FRONT) ELEVATION SCALE 3/32^=1'-V SCOPE OF WORK: 1. FABRICATE, SHIP 8, INSTALL Ill ONE NEW SET - 2Y INDIVIDUAL CHANNEL LETTERS WITH BACK PANELS ON WIRE -WAYS. 1 —� OFiBfWhotLers W tAr awe M55317 •m.e knamuu.e: Cem a Keck r4re�vse.n.. �r rW. ti vem. r orYw_____— AY �7 dY'�KKW - �IQ1Cm KbNsi or. _ _144V10 O 4:12 SIGN (irLtlan Erdhera . n...Tnr 37' 2" v^ e• n n �- 2'-0" 1'-1 . i , ' • . - __041 a..xwa. Bw a TAW,D yyE MNSWY 74.3 SQFT .mR CaNelfed TM W+M NM ...e•.E. .rNe.r.Xns�.ta. WerM.rs.rNNraA iq6 MWrA ANNM �1.1n IN p V MMN O s-EAMIUlFO AwMlxuu lErr[M AfTw16 r EM Pm M9L OMftW EAllfIfDMILQ G=l FINE44 AUNT ATEI1pI1W N.. FAUNUA I6 MM! pfyl. N3]DD16F3 © rniu uv REE - oYAINl NN aTRLRD GRM © 11 N 01UO'IVF INVT uTN)x lL.mrE Md MI.lN.N ..MLm NM TORW%D SfE DETAx dYGLL.72 rrrl eMr-.w� Q' L maTL.Rn9a rLli/vOLRN.OxcE Mf! O GRA7 LB?6MY NIYL +®•Will, fAO ENNAM © LED DIM MODULE WIHM IMIK Y•MYIf ---- Ej INNT. NEx �••••� r.r�.EX.. ALUMINUM MCI wELD(o ro11F NU )w6 � - MIIREDEMD r� millC Y'WEFV XgF5 �Ef 1WO.E. L[TTF. 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FABRICATE, SHIP & INSTALL 111 ONE NEW SET - 16" INDIVIDUAL CHANNEL LETTERS WITH BACK PANELS ON RACE -WAYS. m SCALE: N.T.S. ca�ru.Daslau4. q _wnaacn_ Men Nx'M17 nmi.. x=.memare: Connie KetA vo,�. rya rrrr�eorLr rr�.rr..rrer a�er.r.r..re w srrMY Paip• n�/�2Vmv»OI11M wsd ar _- . erbL=Wr -AD" O ass. • n.u�=• 6:12 SIGN EV7 � Oe61YtSalhet 28 0' 28"' 16"I / • 1 , , _ eufmaoa�wa [� R'awaxn MM M317 42 SQFT Im.t11EDIaMMc dMl�l� 1l��if.�NdaY YYi.a}MgMYwR YyaYaa..��YR. .Wu ^NDr M Wr s O NpICDRRosn[Ix$].I1.Tx1X IMROWYE: " : -�� PM53C9c peglM !W SEE DETM r�'r �y Ipyl DMIOIR [NINDMF4 S"fIJRIGTFD.WEMx1UM lfTTfR RF1Vltl6 tT4 �� ®(11/lQ NT INTERIM WIlX U6Xi [xW.NON6 MIN1 YM[L YMigICIFE 29flKJD © ]' TRIM GP Rf1.INER���� Mlle CWAI 11} O GRAYFGTU MINW WK W[LDED]ORET[M16 aec I ©Y•]xNY METU EUT URrM l\T� �E rlc wl[ ..r.��.....� . YCURE IXSi.LL.TN)N � I'M[ MFY •}..�_W�.R��ws F� �. 1ED DIODE MODYLE WXIIE - KM I � vLrnRCR rI(Y/loLrr.Rwx.TE PMx INII. E16t rMn wWVOITYii[FIERRONICiMNMD. O flffRUDElN0 u[lM R.uw.r wroMT�svMlxc FOY wNIEDRIaa YIYML MCiESWRrII WITXP11F11RCDYER aFa. a Il.alE.s ml x'WFfP NO1F5R)TWO PFR IETIFR m 6RWNOED W.LL PI3R-TNw 1 7 �' SF.ILO W.RRTWM ® 1•CONi0UR g6)NLMINUM PMNTED6IMSMIC[ �— (LH 9) END ELEVATION NUMBER FORMS SIGN 3'-1" 3O' o o a ADDRESS NUMBER F.C.O. LETTER ELEVATION SQUARE FOOTAGE: L56 Ill ONE SET REQUIRED SCALE: V=V-O' SCOPE OF WORK 1. FABRICATE, SHIP i INSTALL p) ONE SET NEW GEMINI ADDRESS NUMBERS. SPECIFICATIONS 1. H' INKS OPAQUE WHITE GEMINI SSW PLASTIC LETTER FORMS. NUMBERS NAVE WH TE FACES WITH BLACK EDGE (SIDES) L LETTERS ARE NON -ILLUMINATED. 3. COPY STYLE: CLARENDON FORTUNE BOLD Christian Brother wl JlMi DRY WW 10,M3, AmuW Mp,neMN: COW" Kea ant aen sr.pu.e vMW r� WWaY a. a.nwr�ersar.r rR hx[rYiwYM W V wan � p Vm lur RAW Rnlpe. Ta33mNFp1 uyYelm ►IL%Fd0 YMusi oWe 1q�lF(fe g� 4ar.w.uucwa &i SIG / i I I ■ VANAGFR LUNCH/WORKROOM 1 A i /mAl T —way— rat •�i.os 1:1>s'.�K• pl �'. p�' - F,"IDVINYL SipIYS [}C.o=SillIn fills. v IIp5.3x- FiCXfDVWYILWO FTpIFD NNYL IDfiO �O RECEPTIOM/WNTWG 0 I I Y— �rr� / G .a" TECH. AREA p••N ry pate• W]p0W] ptµ�po p1(]l/to p•LIenOM ?W1Vi➢ l/ 9.12 SIGN SCALE: 1/EPb1'-' 73 5S" 62' 32 ' RECEPTION / 1NAf M (2)12' Y 73 %' ETCHED VINYL STRIPS (2) 22' i 62" ETCHED VINYL STRIPS (2)15" R 32" ETCHED VINYL LOGO (1) IS' A 32' ETCHED VINYL LOGO GLASS ETCHED VINYL GRAPHIC SPECIFICATIONS I. R07 ETCHED GLASS VRIYL OVERLAY. 7. OVERLAY APPLIED TO GUTS 2ND SURFACE (RACK Of GLASS) b fi COLOR SCHEDULE ®' q)RMEO GlK55iI11 � L)b1'L11RR 6m11mdtw 24 \ ❑n= fIIAT 12' QMIER , \ yl SERVICE (1)Ir: 24' ETCHED VN/YL STRIP p{I a«sroam RYe MN 55317 A�RRlbiwtltliC __ Emil Ked 1W ibwr�tii .erw:wi.Rwlr OeMbwwd4YFw MRY�olbeoYl�{!s{ YRW Rupi .. Ya1S9Q1YN DIMbIRI{e YIRIL@ AwbINIPIb IiDRfID INTERIOR LETTER FORMS S X'E Cl�lristial�l : rotllers Atitoi11�iotive Si�lce 1: � 2 INTERIOR FLAT CUT OUT LETTER SET ELEVATION (1) ONE SET REQUIRED KISPI DP A ORE L PAERICATE, SHIP \ INSTALL PI OMs O FW M OOT LETTERL IlEtIMI:AiM11LS L 1.111WR5:1{'TMIO[9PIRAMYI®NRST SIIRPAQ wMIPEi1MSY f116H. L t%MY S1RL CMREMDOM L IETTFRS MIOUIRFD iIOSN TO MIAII MMTMMMI rA/E AIM) SIIICOME. \ / .- W An mob SM not \ / ON ON wui OPEN SERVICE SCALE: i/r•roe SCALE: COLOR SCHEDULE Christian Brothers aemnse 8Y41 C�os«oads BIM Ch.— WIN 55317 wm.=�eo-n.wwwe: CIP de KCA tnn neap aM � a whmNawmwa.+m tr rpa�o o-x�+wew e.�.avauwi.a.uv wmn wow+ b wm la! Hww M' ooipiE Nl]NINI)Rt pelr=1 Wtr NQ3A0 I Ilntio�pb 10(N�jO t\ vy"Ix x 0 N L L 1x' Christian Brothers 1�— AUTOMOTIVE Z"%, 1x' Nice difference. 1x' MON - FRI 1x• 7AM - 6PM SATURDAYS 1x' 8AM - 2PM WINDOW VINYL GRAPHIC ELEVATION Ill ONE REQUIRED SCAU: 1 %'=r-r SPECIFICATIONS 1. EOT MILD GLASS VNTEL OVEKM 2. OVERLAY I VR1ED TO SLAW LO SUREACI ONSIDE OERCE) COLOR SCHEDULE _ .W ETDFD63A18 vRIn r- 1'" ------ 1 SCAM %'-V4r Chr41U�n B1'ot6sls _ 8941C yuaps IM an man. SYY UN M317 Connie Kock .— m alseln.d otR1(m Syr 41+0 sign . nf.un. 12:12 711 N. Fielder Road . Arlington. TX 76012 . T: 817.635.5696. F: 817.635.5699 October 23, 2020 City of Chanhassen 7700 Market Blvd Chanhassen, MN 55317 Reference: Christian Brothers Automotive 8941 Crossroads Blvd (Lot 3, Block 1, Crossroads of Chanhassen) Chanhassen, MN To whom it may concern The proposed new Christian Brothers Automotive on Lot 3, Block 1, of the Crossroads of Chanhassen has been designed to complement the architecture of the neighboring buildings in the Crossroads of Chanhassen Planned Unit Development. The building has been designed with horizontal and vertical articulation to break up long expanses of wall surfaces. The office entry is accentuated with prominence by creating a front porch with an arched opening and the tallest roof parapet. Awnings over the windows on the office side of the building create interest at the pedestrian level. The wall planes move in and out across the fR52de. This horizontal articulation is highlighted by the vertical articulation of the roof parapets with a stepped cornice that matches the shape of the neighboring buildings. This changing of the building shape creates the look of a collection of smaller buildings placed together. To unify the building's changing shape, the proposed new Christian Brothers Automotive uses coordinating masonry materials on all four facades. The masonry includes a decorative CMU at the base in some planes, three colors of brick, and E.I.F.S. (exterior insulation finish system) at the top of the walls that also creates the stepped cornice around the building. All the materials specified for the proposed new Christian Brothers Automotive are the exact specification of the materials on the retail development across the parking area in the Crossroads of Chanhassen PUD. To balance the different building shapes created by vertical and horizontal articulation, the coordination of material colors des the building together. Brick color M-8 Toasted Fine Art Velour' is used as the main field color in sections and then used as an accent band at doors and windows in the adjacent sections, on all four facades. Brick color M-9 "White Velour' is used as an accent band at the front porch entry, doors and windows, and coordinates with the E.I.F.S. M-12 at the top of the building. The E.I.F.S. colors at the top of the building wrap around all four facades to create a cohesive building design. All the windows and doors on all four facades will be a light gray color. The light shade of gray is similar to the car wash on the neighboring lot and allows the overhead doors to blend into the site paving. The selection of building material colors is an important connection of the proposed new Christian Brothers Automotive building to the neighboring buildings. Please feel free to contact me if you have any questions or need any more information SincerelCJ Cortland Morgan, ALA 1527LED OMEGA SERIES EPIC 7YEAR Wt"l UEIAN Dt CUCK RATED .93 M WARRANTY RAM LM tEM f9R fitg's IP65 T [ AR7 i 17,9911 �M O I Jo61WEE CBA CHANHASSEN , MN POITURE TYPE S NEND BUILD APART NUMBER ORDERING EXAMPLE: -1527LED-BF--�2�4stL4OTT13--aM1DL0pOIS-SVI-HSHS/gpyw / / /BKT Rdaa E IID CCT Driver Ira faaaal 16Wa1 ILw xao Tnm. w a ft s. s. Rs * RaMPlelt ipM IMer NrN wa, 6a,a fA 11527 LED F 32L 40 T5 0144L FC' 91W jRsszoF Rbo aot PL�E Mounting Configuration laitctiMre«[m to coo. n cortgu000a.p.tlaouonpwel •IW •2A90 •4A •SH44' • IA • 3A • TAM • CH44� •2A •3A90 •2AM -CAT W . WNI Abu,[ A. Am, Moon AM•Am, MNMount SH. Stem Hug CH.OWn Huns G7.OenrY Ott*, avaalaapICWHed.s a~r4stlpeWn Ar S1erN o.+utoavrtarRows4al Fixture • 1527L.ED • 1577LEDSM Shade Edge • R (Round Edge) • F (Flared Edge) LED •32L •24L •12L CCT - Color Temperature (K) • 27(00) • 30(00) a. • 40(U0) • 50(00) Distribution Type •T2 •T3 •T4 •TS Driver • MDLOIS (120V•277V, 1BOmA) • KG* 018 (347V-48OV, ISOmA) �- - IWDLOW VMV.277V, 140mA) • RIDHOW (347V-48OV, 140rM) •�«zu nw•n «vy Lens FO (Flat Class) SC (Sag Glass) FSG (Frosted Sag Glass) SVI (Flat Soft Vue Light Diffused Acrylic) SV2 (Flat Soft Vue Moderate Diffused Acrylic) SV4 (Flat Soft Vue Maximum Diffused AjcrM Options lab n.. to . e«.ror..w ) • fa° 7-Pin control receptacle orgy •FV Twist -Lock PFwmmnnrol(CM-277V) • PE3r Twst-Lode Photommd peer) • PEW Twig -Loch Phoonmd (4130V) SC 9ho" Cap • PEC 6ecooNc Butron Photawnod 02DV-27M •PEC4 Electronic Buxton Protocomd(4BOV) •FW Double Rae and Holder • E19 & Standard Horizontal FWysvafghtSpihe FKYaI •161110 Standard Horizontal Hangsaai^M Finial • HSHr Standard Horizontal HangsnaigfK Ball Fingal • H9®• Clamp Style Horizontal Hagsoal^89 Fnlal 16C9' (7Nrp Style Horizontal FlargsvaigM,Spgae Fit" • HSCNP Clamp Style Horizontal Ha gsoaght W Finial •EP Vadd Hat�rraigllLlagg42•Mdnt -TB Temiral Buda • 1-195 DO• House Side Shield •BIAC Back Light Optical Control ' Orgy tvailebk with HSHL HSC_ 6 SM • Ipe«�6 mMd w�tl! • stops Bose nor Ferarbn to ere • eb[ ran VQ with.na ew. Arm loth ro" ro.m r.ewouun p.p.l See Arms 6 Wall Bracitea specifodon sheets •CA •CSA •FFA •CAS • DAG • W • R37 • RA ' laii agar na Ireiya e M z Moir a,r pals h.Ayq •e9tailB t21rt•rvaw. Pole tourn«.mrrmpa. prnvbn Pep.l See Page toedrutlan flleeK flnSaL1 >Siarldard IAbengl�ga3orireasYrrpdaarYrehra • t104T Gun Metal Textured • UGM Gun Metal Matte • U6T Urban Bronze Textured • UB Urban Bronze Matte • ULBT Urban Light Bronze Textured • ULB Urban Light Bronze Matte • LMT Urban Silver Textured • USL Urban Silver Matte • UWHT Urban White Textured • LWJH Urban White Matte • UO45 Urban Champagne Satin Smooth • BKT Blach Textured ®Sternberg Lighting ESTABLISHED 1923 / EMPLOYEE OWNED Custom Urban Finishes° • CM Custom Match •Snow, hYp.. we.r.•aele upon rapMst Specifications Fixture The 1527LED Omega series is medium scale, decora- tive dowright fubte with a spun aluminum beh styled dome. The dome is available with two types of shades. round edge (R) and flared edge (F) styles- The Wminaire meas" 27• outside dameher and 19' overall height. The Wminaire has a hinged door for tool -less driver and LED access. The Wminaire Is U.L. listed in U.S. and Canada. LEDs The Iuminaire shall use high output, high brightness LEDs. They shall be mounted in arrays, on printed circuit boards designed to maximize heat transfer to the heat sink surface. The arrays shall be roof mounted to minimize up4ighL The LEDs and printed circuit boards shall be 100% recyclable; they shall also be protected from moisture and cor. rosion by a conformal coating. They shall not contain lead, mercury or any other hazardous substances and shall be RoHS compliant. The LED life rating dam shall be determined in ac- cordance with IESNA LM-80. The High Perfor- mance white LED's will have a life expectancy ofapproximately, 100,000 hours with not less than 70% of original brightness (lumen main. tenance), rated at 251C. The High Brightness, High Output LEDs shag be 4000K (2700K 3000K or 5000K option) color temperature with a minimum CRI of 70. Consult factory for custom color CCT. The Iuminaire shall have a minimum _ (see table) delivered initial lumen rating when operated at steady state with an average ambient temperature of 2S•C f77•F). Optics The Iuminaire shall be provided with refrac- tor type optics applied to each LED array -The Iuminaire shall provide Type _ (2, 3, 4 or 5) sea roaprrpe 800-621-3376 555 Lawrence Ave., Roselle, IL 80172 inb@stemberglighdrig.com www.sternberglighting.com w1GSrHV1fFA0 00YING..W RBER.'FD. fPwlfDMT lM 1527LED OMEGA SERIES light distribution per the IESNA d ..ifica- tions. Testing shall be done in accordance with IESNA LM-79. BLOC Optic An optional 'Each Light Optical Contror shield can be provided at the factory. This is an internal optic level 'House Side Shield' offering significantly reduced backlight and glare while maintaining the original design aesthetics of the luminaire. Electronic Drivers The LED driver shall be U.L Recognized. It shall be securely mounted inside the fixture, for optimized performance and longevity. It shall be supplied with a quick -disconnect electrical connector on the power supply, providing easy Power cannectons and Endure installation. It shall have overload, overheat and short circuit protection, and have a DC voltage output, constant current design, 501601-12. It shall be supplied with line -ground, line -neutral and neutral -ground electrical surge protection in ac- cordance with IEEE/ANSI C62.412 guidelines. It shall be a high efficiency driver with a THD less than 20% and a high power factor greater than .9. It shall be dimming capable using a 0-10v signal, consult factory for more Information. Photoconnols Button style: The photocontrol shall be mounted on the fidure and pre -wired to driver. The electronic button type photocontrol is ilstant on with a 5-10 second rum off, and shall turn on at 1.5 foot[errdles with a turn-off at 2-3 Foc tcandles. Photocontrol is 120-277 volt and warranted for 6 years. This optlon removes the current IP rating. See pole spec sheet For pole mounted version. Twist -Lode style: The photocontrol shall be mounted externality on the fodtve 0527LEDSML or mounted on the hang -straight, and pre -wired to driver. The twist lock type photocontrol is instant on with a 3-6 second turn olf and shall rum on at 15 footcandles with a turn-off at 2-3 footcandles. Photocontrol is 120-277 volt and warranted For 6 years. Warranty Seven-year limited wartanry. See product and finish warranty guide for details. Finish Refer to website for details. Fixtures LED �Zr ------► Zr 0 1527LED-R 1527LED-F 1527LEDSM-R (Flat Lens) (Sag Lens) (Rat Lens) Options R-PE 1 241M' 1 CAT-1S27LED-R (Sag Lens) Twist -lock receptacle With photocell RID Fire holder PEC Electronic button photocell 600-6213376 Sternberg Lighting 555 Lawrence Ave., Roselle, IL SDI72 into@stemberglighting.com ESTABLISHED 1923 / EMPLOYEE OWNED www.stemberglighting.00m W,G 5'6V@Ti ll(iMM. µl P13rt5 P6nN0) MM1NIfD,v iME 1ST 1527LED OMEGA SERIES Performance (based on FIG Lens) LED 32L40T_-MDL018 17865 1160 179W 116fi 17015 1105 179W 7168 154 32130T_-AUW18 17035 110E 17125 1712 162P5 1054 17155 1114 154 32L27T_-MDL018 15400 1000 15485 1006 14670 95.3 15510 1007 154 32L40T-MDL014 14750 125.0 14840 125.8 14030 118.9 14845 125.8 116 32L30T_-MDL014 14065 119.2 14150 119.9 13375 113.3 14155 120.0 118 32127T_-M0L014 12715 107.8 12795 108A 12095 102.5 12795 1DIIA 118 24L40T_ MDL018 13680 1169 13740 1174 13070 1117 13770 1177 117 24L3DT-AOLO18 13045 1115 13100 1120 12450 1065 13130 1122 117 2427i_ AUL018 11795 1008 11845 1012 11265 96.3 118m 1015 117 24L40T-MDLO14 11015 1252 11050 125.6 10505 119.4 11090 126.D 88 24L30T - DL014 10500 119.3 10535 119.7 10015 113.8 10575 1202 88 241-27401014 9495 107.9 9525 108.2 9055 102.9 9560 108.6 88 12L40T -5IX018 6835 1139 6915 11911 5500 1083 6910 1152 60 12L30T-MDL016 6515 1116 6595 1D99 6195 1033 6590 1098 50 12127T_-MDL018 5890 982 59M w3 5605 93.4 5955 993 60 Rq SternbergLighting 555 Lawrence Ave., Roselle, L , IL 60101772 infopstemberglighting.com ESTABLISHED 1923 1 EMPLOYEE OWNED www.sternberglightlrlg.com w+o sreramc u�+nwc. ui weans nEsorvFn. oarnm Inc uw 10121=20 Arms and Brackets I Stemberg Liphtng I Sternberg Lighting CBA CHANHASSEN , MN TYPE S ARM �Sternberg Lighting f yp®o a vsaarchksywwds ESTABLISHED 1923 I EMPLOYEE OWNED HOME SUPPORT PARnM ACE oaR11MN I a T.dd.% T ADMONAt. ARMS Tra t o al AnT, (48) Traditional Arms rlKurKjhh�=' AIM ARM ARM ARM ARM Aw a a m o a n W1r4�� ARM ARM ARM Mal ARM AIM n o a aw m m raf, Z6, ARM ARM ARM AM ARM ARM 41a w AMYL w m m AIM AIM ARM ARY ARM ARM m tpa IOQ IMIG na m! 69 (,e—N q F=mf F=mf ARM Mal ARM ARM ARM ARM M COYB W1 92 H7 aCf ARM ARM ARM ARM MM ARM IW IPMt NYN NWIY IYABY IlpfjL ARM ARM ARM ARM Rive w w ARAM .__.. NRnt https:/hw .stemberglighbng.conVslbrelan _jml—*Wrs/armst 1R TYPE S Pole 20 FT POLE ON3FT urbann� CONCRETE BASE — ® Sternberg Lighting ESTABLISHED 1923 1 EMPLOYEE OWNED 10' TO 30' ROUND STRAIGHT STEEL POLES (RSS) Job Name CBA CHANHASSEN , MN Client Name Job Location Created By F Date Product Quote I� Customer Approval Date 07400 10 4 116A 10.5 25x5 70 8' 3.5 i ' 34' 154 375 9.9 275 7.0 1 200 1 1 51 150 210W, SL9004 N/00 12 4 11GA IOS 25x5 80 r 35 34' 118 300 7.8 200 55 ISO 4.0 100 24004. 59014 18400 1/ 4 1161 105 25x5 90 8" M 3N" 9A 250 61 175 43 125 3.1 100 24004, S9004 M 16 4 116A 103 2.5x5 100 8' 35 3101" 7A 185 4A 13 39 85 23 75 24004, 59004 R450 16 45 11GA 10.5 25x5 105 8' 35 34' 10.2 265 67 175 4.7 125 3.4 too 24004S, St9O05 K480 18 4 11& 105 25x5 110 r 3S 3N' 5.7 ISO 3.6 100 24 75 1.7 So 21W4, S9004 K450 18 4.5 116A I 25x5 115 8" 33 371 8.2 210 53 150 37 lm 26 85 240043, SI9005 K41D 20 4 11CA 103 25x5 120 r 33 3N' 64 150 27 75 13 70 11 45 24004, SLIKN4 M 20 5 11GA 103 25x5 1 145 8' 230 59 150 4.0 125 2.6 100 240M, S900S M 25 4 11BA 105 25x5 145 8' 75 1.0 65 04 50 - 04110 lOS25x5 180 8' ISO 34 12 221 100 1.1 0S4600 25 576A 10325x5 260 r V44- 250 60 1So 41 110 25 0630 424DM 5t161 IN25x5 210 8'125 13 100 OA 65 - M305 76A 103 25x5 305 8' 1® 36 110 23 100 1.1 @6 :cP Rama ff6SY0f400 RSSZ4W AM xb." 24004 See Aa=so4a yH S" FM FI 00 RSSOW500 D1 -1 MdrrFl 24004.5 xrw.4Yn0�BgOn44om It55 *w t6S2 AM 02 - 201ae• 240M TIIM Wb 10O ) RS51F400 RSS29PSM Do 301w g(gp 'p5 04- RSSIOW FGS29M Ds-200sw RsslFox rss30615B oe-30o R591 F450 RSS90N500 iYla P2 - tar OD •OP Pa _ a,BB' DDx aw PI-4.OV DDx a.Or P6 - 46r ODxar a Pa-aw DD xaw COCK FOR FArx I6a11T-U D 144WlYaxeE UOY- unw aw MMY M UOT-U 6 lYaxtl uur- lxe.l uBn ema TYnnvtl 1xLT - ure.l aw. T.m..e Uwlrf - LrM WrY hmxW ua4a-txen CS�4pr 644H SncoM ue - urea awe x4.a4 u.e -1xeY1 upv B�. Mrle WL- VB4rI S1YM ltlY UWH- Oran WHY MYb 81(T•Wxtl�Teaexl0 OPTIONAL BASE COVERS Anchor I—w BiY! Mdll ` U[Y O Y'"74 ow rr -' R4iM x401 0'-14Yd1oY r,U'arft li-W'OYx4-147'R j 7IwW Sb 4•.45• srYL L ubI x4M4,6 — 24 • owd N 1BrIRxrH Tin>•9YrwroIL K104 ■s" BOO.621-3376 1 555 Lawrence Ave., Roselle, IL 60172 1 irdo@stemberglighbng.com I www.stemberplighbng.com ALL RKAIi9 RE9117sMiWM 7 �. "'^�='+iu3r yhy. is i,l. •'I cm Rl54gi i ro Ee "dV EMM n a C.: a �m �o A-4.2B Y (1MGnW 510E ELEVAMW Oy mS ro : e e» m¢ F " U i .. �_rt_ays� �zsi= — 11g1LP51EF EI.QOSIFE FIEYAMNi TYPICAL NOTES e _r.�v� .. - FOR ALL ELEVATIONS se �` �'L�