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CAS-13_2016-13 FOXWOOD FILE 1 OF 3�r 0 0 CITY OF CHANHASSEN Chanhassen is a Commtalilyfori lfe • ProwIdingiorTotlayand Planning iorTomorrow Mark Rauscb Alliant Engineering, Inc. 733 Marquette Avenue, Suite 700 Minneapolis, MN 55402 Re: Retaining Walls in Foxwood Subdivision — Planning Case #16-13 Dear Mr. Rausch: In response to concerns raised about what structures may or may not be constructed within the 20 - foot Bluff Creek Primary Zone setback within the Foxwood Subdivision, the city's position is as follows: 1) The city has designated the Bluff Creek Corridor Boundary as incidental to Outlots A and C. 2) The city granted Variance 2016-13, which reduced the 40 -foot setback to 20 feet from the Bluff Creek Primary Zone. Because of this variance, all structures shall be setback a minimum of 20 feet from Outlots A and C. 3) The city's definition of structure includes retaining walls and anything manufactured, built, constructed, or erected which is normally attached to or positioned on land. 4) The city recognizes that retaining walls located within the 20 -foot Bluff Creek Primary Zone setback may be required for the purposes of optimizing grading and drainage beyond those that were shown on Final Plat Submittal dated June 23, 2016. 5) The city may approve the construction of retaining walls within the 20 -foot Bluff Creek Primary Zone setback when it is determined by the city's Engineering Department that: a. The proposed wall is in line with the subdivision's approved grading plan. b. The proposed wall will not negatively impact Bluff Creek or any of the surrounding wetlands and buffer areas. 6) No other structure shall be permitted within the 20 -foot Bluff Creek Primary Zone Setback. This document will be added to the Foxwood Subdivision's case file and shall be understood to govern the city's policy on retaining walls within the Foxwood Subdivision. Sincerely, sl:A"'J L Paul Oehme, PE Director Public Works/City Engineer B: �mFVr01e=\f-1\f0xw00"et 100818 = sethwk nvado¢i PH952.227.1100•www d.chanhassen.mn.us• FX9s2.227.uw 770C MARKET BOULEVARD . PO BOX 147 CHANHASSEN - MINNESOTA 55317 0 CITY OF CHANEASSEN 7700 Market Boulevard PO Box 147 Chanhassen, MN 55317 Administration Phone: 952.227.1100 Fax: 952.227.1110 Building Inspections Phone: 952.227.1180 Fax: 952.227.1190 Engineering Phone: 952.227.1160 Fax: 952.227.1170 Raine Phone: 952.227.1140 Fax: 952.227.1110 Park & Recreation Phone: 952.227.1120 Fax 952.227.1110 Recreation Center 2310 Coulter Boulevard Phone: 952.227.1400 Fax: 952.227.1404 Planning & Natural Resources Phone: 952.227.1130 Fax: 952.227.1110 Public Works 7901 Park Place Phone: 952.227.1300 Fax: 952.227.1310 Senior Center Phone: 952.227.1125 Fax: 952.227.1110 Web Site www.ci.chanhassen.mn.us August 1, 2016 Mr. Bill Coffman Providence 55, LLC. 1000 Boone Ave. N., Suite 400 Golden Valley, MN 55427 Re: Planning Case #2016-13, Foxwood — Final Plat Dear Mr. Coffinan, This letter is to confirm that on July 25, 2016, the Chanhassen City Council approved the final plat, development contracts and specifications for Foxwood Addition subject to the following conditions: Buildme: 1. Final grading plans and soil reports must be submitted to the Inspections Division before building permits will be issued. 2. Buildings may be required to be designed by an architect and/or engineer as determined by the Building Official. 3. Engineered design and building permits are required for retaining walls exceeding four feet in height. 4. Each lot must be provided with a separate sewer and water service 5. Demolition permits must be obtained before demolishing any structures. Proper removal, abandonment or sealing of storage tanks, on-site septic systems, wells, etc. is required. Permits are required, as applicable. 6. If applicable, existing home(s) affected by the new street will require address changes. 7. Provide a 1:200 "clean" plat drawing Chanhassen is a Community for Life - Providing for Todayand Planning for Tomorrow 6CANNr-C Foxwood — Planning Case #2016-13 August 1, 2016 Page 2 of 7 Engineering: 1. The 16.5' wide telephone easement through the site must be vacated before the final plat is filed at Carver County. 2. The well and septic system on the property must be properly abandoned before a building permit is issued. 3. Label the contours on Sheet 2 of the Existing Conditions Survey. 4. Prior to commencement of site grading the grading plan must be revised so that there is at least five feet from the edge of the temporary cul-de-sac to the retaining wall. 5. The developer shall dedicate an easement over the temporary cul-de-sac; the easement exhibit shall be submitted with the final plat application. 6. The private street within Ouflot B and must be built to a 7 -ton design. 7. Pedestrian curb ramps from the sidewalks to the street must be ADA -compliant. 8. If groundwater is encountered during construction, the low floor elevation of the homes must be adjusted accordingly. 9. The final plat must include an oversized drainage and utility easement at the back of Lot 1, Block 6 to encompass the drainage swale. 10. Per Section 18-40 (4) d. 2. v. a drain tile service is required for Lots 1-4 Block 5, Lot 6 Block 5; and Lots 1-3 Block 6 as these lots are proposed to drain from the back of the lot towards the street. 11. On the grading plan label the existing contours. 12. On Sheet 18 modify Note 2 to state that 10' horizontal separation is required between water and sewer lines. 13. The final plat mylars must include the street names approved by the Fire Marshal. 14. A guard rail must be installed at the top of the retaining wall near the temporary cul-de-sac. Foxwood — Planning Case #2016-13 August 1, 2016 Page 3 of 7 15. The developer shall post a $33,750 escrow to be used towards the removal of the temporary cul-de-sac at the end of Road A, extending Road A to the property line and extending the sidewalk to the property line. 16.Outlot B shall be deeded to the owners of 9250 and 9350 Great Plains Boulevard. 17. The developer must acquire the necessary permission for off-site work at 9350 Great Plains Boulevard before that property's driveway is realigned. 18. Once the private street within Outlot B is paved with the base course the developer must remove the existing driveway from Highway 101 to 9250 and 9350 Great Plains Boulevard. 19. Barricades must be installed where the sidewalk ends on the south end of Road A. 20. The developer shall pay $48,725.04 for the development's portion of the cost of Lift Station 32, 21. The developer must submit a $10,000 escrow with the development contract; this escrow will be used for the removal of the temporary lift station when Road A is extended and the lift station at Powers Boulevard and TH 212 is installed. 22. The City will reimburse the developer for the cost of oversizing the water main from an eight -inch lateral to a 12" trunk main and for the pressure reducing valve. Environmental Resources: 1. Prior to any grading, the applicant shall install tree preservation fencing using metal stakes. The fencing shall be placed fencing at the grading limits. Tree #2524 shall be included in the fencing area rather than fenced separately. These protections shall remain in effect until construction is completed. 2. Signage identifying outlot natural areas will be posted at property comers and angle point on lots 1, 3-6, 8-9, 11, 17-18, block 1 and lots 1, 2, block 2 and lots 8, 9, block 3 and lot 1-2, block 4 and lots 4 and 6, block 5. These must be installed prior to selling the lot. Fire: 1. A 3 -foot clear space shall be maintained around fire hydrants. 2. Submit propose street names to Chanhassen Fire Marshal and Chanhassen Building Official for review and approval. Foxwood — Planning Case #2016-13 August 1, 2016 Page 4 of 7 3. Street signs (temporary allowed) shall be installed prior to building permits being issued. Fire Marshal must approve signage. 4. Prior to combustible construction fire hydrants shall be made serviceable. 5. No burning permits will be issued for tree(brush removal. 6. Prior to combustible home construction fire apparatus access roads capable of supporting the weight of fire apparatus shall be made serviceable. Parks: 1. Full park dedication fees shall be collected per city ordinance in lieu of requiring parkland dedication. 2. Dedication of an outlot adjacent to Lot 12, Block 5 and across the southern portion of Lot 5, Block 5 to accommodate future construction of a trail. 3. Planning, engineering and construction of two planned 10 -foot wide trail connections leading from two cul -desacs into the Fox Woods Preserve. 4. Planning, engineering and construction of a planned 10 -foot wide Highway 101 trail connection between the current trail terminus at the Bandimere Park Pedestrian Underpass and the northern terminus of the plat adjacent to and along Highway 101. 5. Trail right of ways within the subdivision shall be provided within outlots as a condition of the plat. Acquisition of trail easements outside of the plat shall be the responsibility of the City of Chanhassen. 6. The Developer shall be responsible for the installation and payment of the two planned 10 -foot wide trail connections leading from two cul-de-sacs into the Fox Woods Preserve. For those sections of the Hwy 101 trail situated north and south of their property boundaries, the Developer shall be reimbursed by the City of Chanhassen for the full cost of planning, engineering and construction of a planned 10 -foot wide Highway 101 trail connection between the current trail terminus at the Bandimere Park Pedestrian Underpass and the northern terminus of the plat along Highway 101. Foxwood — Planning Case #2016-13 August 1, 2016 Page 5 of 7 8. For that section of the Highway 101 trail located within or adjacent to the Developer's project boundary, the applicant shall be reimbursed by the City for the cost of the aggregate base, trail surfacing, retaining walls and storm water systems utilized to construct the trail. This reimbursement payment shall be made upon completion and acceptance of the trail and receipt of an invoice documenting the actual costs for the construction materials noted. Labor and installation for the trail surface and design, and engineering and testing services for all components of the Developers section, are not reimbursable expenses. 9. All trails shall be 10 feet in width, surfaced with asphalt and constructed to meet city specifications. 10. The granting of a permanent 20 foot wide trail easement across the rear of lots 8 and 9, Block 3. Water Resources Coordinator: The wetlands cannot be used to meet rate control. Rate control must be achieved prior to discharge to any of the wetlands, MN DOT right-of-way or adjoining properties. 2. The infiltration basin areas shall be protected from construction traffic and other construction related activities throughout the duration of the project. This shall be noted on the grading plan, in the SWPPP and shown with pre -construction silt fence location. 3. The infiltration areas shall be graded last. The tributary area shall be graded and stabilized prior to excavation of the infiltration basins. 4. The mass grade phasing schedule shall include stripping and stockpiling of top soil material. 5. The grading and erosion plan shall include stockpile locations. 6. A detailed planting schedule and plan shall be included for each infiltration basin. 7. The developer shall be responsible for procuring the NPDES construction permit and providing proof to the city prior to any land disturbing activities. 8. The development shall meet the CUP conditions for the Bluff Creek Overlay District. 9. Signage will be required at every lot comer and angle point along the private lots adjacent to the wetlands not bound by the BCOD. These must be installed prior to selling the lot. Foxwood — Planning Case #2016-13 August 1, 2016 Page 6 of 7 10. Any grading within wetland buffers must be restored with native vegetation. A planting schedule and vegetation maintenance plan of at least 3 years shall be provided to the city for review and approval. 11. The Storm Water Utility Connection Charge due at final plat is $90,580.00. 12. The City Wetland Alteration Permit (WAP) and the State Wetland Conservation Act (WCA) replacement plan process required for this development is in process, therefore Council approval of the final plat, development contract, et cetera is conditioned upon approval of the WAP and WCA replacement plan Two signed mylar copies of the final plat shall be submitted to our office for signatures. One 1 "=200' scale mylar reduction of the final plat, three 1 "=200' scale paper reductions of the final plat and one 1 "=200' scale paper reduction of the final plat with just street names and lot and block numbers shall be submitted. In addition, a digital copy in .dxf format and a digital copy in .tif format (pdf compatible) in Carver County coordinates of the final plat shall be submitted. A $2,177,546.80 letter of credit or escrow for the developer -installed improvements, the $616,624.04 cash administration fee and the fully -executed development contracts (Developer Installed Improvements and Grading) must be submitted and shall be submitted prior to scheduling a pre -construction meeting. A warranty deed transferring Outlots A, C, D, E and F to the City shall be prepared and executed for recording with the final plat documents. A cross access and maintenance agreement for the private street shall be prepared and executed and submitted to the city for recording with the final plat. All current year taxes must be paid in full and any delinquent property taxes or green acres tax. Once everything is submitted, please contact Assistant City Engineer Alyson Fauske at 952-227-1164 or by email at afauske ci.chanhassen.mn.us to coordinate the preconstruction meeting. Should you have any questions, please contact me at (952) 227-1131 or by email at benerous(&ci.chanhassen mn us. Robert Generous, AICP Senior Planner Foxwood — Planning Case #2016-13 August 1, 2016 Page 7 of 7 Enclosures a Jim Wilson Paul Paulson ec: Kate Aanenson, Community Development Director Alyson Fauske, Assistant City Engineer Todd Gerhardt, City Manager Todd Hoffman, Parks & Recreation Director Terry Jeffery, Water Resources Coordinator Jerry Mohn, Building Official Jill Sinclair, Environmental Resource Specialist Marc Rausch, Alliant Engineering, Inc. CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA FOXWOOD DEVELOPMENT CONTRACT (Developer Installed Improvements) SPECIAL PROVISIONS 2. 3. 4. 5. 6. .a TABLE OF CONTENTS PAGE REQUEST FOR PLAT APPROVAL............................................................................SP-1 CONDITIONS OF PLAT APPROVAL........................................................................SP-1 DEVELOPMENT PLANS............................................................................................ SP -1 IWROVEMENTS........................................................................................................ SP -2 TIME OF PERFORMANCE......................................................................................... SP -2 SECURITY......................................... NOTICE.............................................. OTHER SPECIAL CONDITIONS..... GENERAL CONDITIONS ................ GENERAL CONDITIONS 1. 2. 3. 4. 5. 6. 7. 9. 10. 11. 12. 13. 14. 15. 16. 17. 18. 19. 20. 21. 22. 22. RIGHT TO PROCEED ..................................... PHASED DEVELOPMENT ............................ PRELD IINARY PLAT STATUS .................... CHANGES IN OFFICIAL CONTROLS ......... IMPROVEMENTS ........................................... IRON MONUMENTS ...................................... SP -2 SP -3 SP -3 SP -8 ...........................GC -1 ........................... GC -1 ........................... GC -1 ........................... GC -1 ...........................GC -1 ........................... GC -2 LICENSE...................................................................................................................... GC -2 SITE EROSION AND SEDIMENT CONTROL.........................................................GC-2 8A. EROSION CONTROL DURING CONSTRUCTION OF A DWELLING OR OTHER BUILDING.........................................................................................GC-2 CLEANUP...................................................................................................................GC-3 ACCEPTANCE AND OWNERSHIP OF R"ROVEM[ENTS....................................GC-3 CLAIMS.......................................................................................................................GC-3 PARKDEDICATION..................................................................................................GC-3 LANDSCAPING..........................................................................................................GC-3 Construction Trailers........................................................................................GC-6 B. Postal Service ....................................................................................................GC-7 WARRANTY...............................................................................................................GC-4 C. LOTPLANS.................................................................................................................GC-4 EXISTING ASSESSMENTS.......................................................................................GC-4 Breach of Contract............................................................................................GC-7 HOOK-UP CHARGES.................................................................................................GC-4 E. PUBLIC STREET LIGHTING.....................................................................................GC-4 SIGNAGE.....................................................................................................................GC-5 HOUSEPADS..............................................................................................................GC-5 RESPONSIBILITY FOR COSTS................................................................................GC-5 DEVELOPER'S DEFAULT........ MISCELLANEOUS A. Construction Trailers........................................................................................GC-6 B. Postal Service ....................................................................................................GC-7 C. Third Parties......................................................................................................GC-7 D. Breach of Contract............................................................................................GC-7 E. Severability .......................................................................................................GC-7 i F. Building Permits...............................................................................................GC-7 G. Waivers/Amendments.......................................................................................GC-7 H. Release..............................................................................................................GC-7 I. Insurance...........................................................................................................GC-7 J. Remedies...........................................................................................................GC-8 K. Assignability.....................................................................................................GC-8 L. Construction Hours...........................................................................................GG8 M. Noise Amplification..........................................................................................GC-8 N. Access...............................................................................................................GC-8 O. Street Maintenance............................................................................................GC-8 P. Storm Sewer Maintenance................................................................................GC-9 Q. Soil Treatment Systems....................................................................................GC-9 R. Variances...........................................................................................................GC-9 S. Compliance with Laws, Ordinances, and Regulations.....................................GC-9 T. Proof of Title.....................................................................................................GC-9 U. Soil Conditions................................................................................................GC-10 V. Soil Correction................................................................................................GC-10 W. Haul Routes..........................................................................................................GC-10 X. Development Signs Y. ..............................................................................................GC-10 Construction Plans...............................................................................................GC-10 Z. As -Built Lot Surveys...........................................................................................GC-I1 ii CITY OF CHANHASSEN DEVELOPMENT CONTRACT (Developer Installed Improvements) AGREEMENT dated July 25, 2016 by and between the CITY OF CHANHASSEN, a Minnesota municipal corporation (the "City"), and, Foxwood, LLC, a Minnesota limited liability company (the "Developer"). 1. Request for Plat Approval. The Developer has asked the City to approve a plat for FOXWOOD (referred to in this Contract as the "plat"). The land is legally described on the attached Exhibit "A". 2. Conditions of Plat Approval. The City hereby approves the plat on condition that the Developer enter into this Contract, finish the security required by it, and record the plat with the County Recorder or Registrar of Titles within 30 days after the City Council approves the plat. 3. Development Plans. The plat shall be developed in accordance with the following plans. The plans shall not be attached to this Contract. With the exception of Plan A, the plans may be prepared, subject to City approval, after entering the Contract, but before commencement of any work in the plat. If the plans vary from the written terms of this Contract, the written terns shall control. The plans are: Plan A: Final plat approved July 25, 2016, prepared by Alliant Engineering. Plan B: Grading, Drainage and Erosion Control Plan dated June 28, 2016, prepared by Alliant Engineering. Plan C: Plans and Specifications for Improvements dated June 28, 2016, prepared by Alliant Engineering. Plan D: Landscape Plan dated June 28, 2016, prepared by Alliant Engineering. SP -1 4. Improvements. The Developer shall install and pay for the following: A. Sanitary Sewer System B. Water System C. Storm Water Drainage System D. Streets E. Concrete Curb and Gutter F. Street Lights G. Site Grading/Restoration H. Underground Utilities (e.g. gas, electric, telephone, CATV) I. Setting of Lot and Block Monuments J. Surveying and Staking K. Landscaping L. Erosion Control 5. Time of Performance. The Developer shall install all required improvements except for the wear course on public streets by November 15, 2016. The Developer may, however, request an extension of time from the City Engineer. If an extension is granted, it shall be conditioned upon updating the security posted by the Developer to reflect cost increases and the extended completion date. 6. Security. To guarantee compliance with the terms of this Contract, payment of special assessments, payment of the costs of all public improvements, and construction of all public improvements, the Developer shall fumish the City with a letter of credit in the form attached hereto, from a bank acceptable to the City, or cash escrow ("security") for $ 2,177,546.80. The amount of the security was calculated as 110% of the following: Sanitary Sewer $ 601,800.00 Water main $ 271,200.00 Storm Sewer, Drainage System, including cleaning and maintenance $ 243,600.00 Streets $ 686,600.00 Sub -total, Construction Costs $1,803,200.00 Street lights and signs (estimate 9 lights @ $1,500 and 12 signs @ $50) $ 14,100.00 Engineering, surveying, and inspection (7% of construction costs) $ 126,224.00 Landscaping (2% of construction costs) $ 36,064.00 Sub -total, Other Costs $176,388.00 TOTAL COST OF PUBLIC IMPROVEMENTS $1,979,588.00 SECURITY AMOUNT 110% of $1,979,588.00) $ 2,177,546.80 This breakdown is for historical reference; it is not a restriction on the use of the security. The security shall be subject to the approval of the City. The City may draw down the security, without notice, for SP -2 any violation of the terms of this Contract If the required public improvements are not completed at least thirty (30) days prior to the expiration of the security, the City may also draw it down. If the security is drawn down, the draw shall be used to cure the default. With City approval, the security may be reduced from time to time as financial obligations are paid, but in no case shall the security be reduced to a point less than 10% of the original amount until (1) all improvements have been complexed, (2) iron monuments for lot corners have been installed, (3) all financial obligations to the City satisfied, (4) the required "record" plans have been received by the City, (5) a warranty security is provided, and (6) the public improvements are accepted by the City. 7. Notice. Required notices to the Developer shall be in writing, and shall be either hand delivered to the Developer, its employees or agents, or mailed to the Developer by registered mail at the following address: Bill Coffman Foxwood, LLC 1000 Boone Avenue North, Suite 400 Golden Valley, MN 55427 Phone: 612-202-0692 Notices to the City shall be in writing and shall be either hand delivered to the City Manager, or mailed to the City by certified mail in care of the City Manager at the following address: Chanhassen City Hall, 7700 Market Boulevard, P.O. Box 147, Chanhassen, Minnesota 55317, Telephone (952) 227-1100. 8. Other Special Conditions. A. SECURITIES AND FEES A $2,177,546.80 letter of credit or escrow for the developer -installed improvements, the $616,624.04 cash administration fee and the fully -executed development contract must be submitted and shall be submitted prior to scheduling a pre -construction meeting. The cash fee was calculated as follows: Administration fee (based on estimated construction cost: 2.5% of $1,000,000 + 1.5% of $803,200 $37,048.00 Escrow for future removal of temporary cul de sac and future extension of "Road A" to property line $33,750.00 Escrow for future removal of temporary lift station $10,000.00 GIS fee: 52 parcels P, $10/ 1 + $25 for the plat $ 545.00 Lift Station 32 Charge: 46 units @ $1,059.24/unit $48,725.04 Park Dedication Fee: 46 parcels @ $5,800/parcel $ 266,800.00 Partial payment of City sewer and water hookup fees: 46 units $691hmit sewer + $2,065/unit water $ 126,776.00 Street light operating fee: 8 lights @ $300/light $ 2,400.00 Surface Water Management Fee $ 90,580.00 Total 1 $ 616,624.04 SP -3 B. CITY CONDITIONS OF APPROVAL 1. Buildine: a. Final grading plans and soil reports must be submitted to the Inspections Division before building permits will be issued. In. Buildings maybe required to be designed by an architect and/or engineer as determined by the Building Official. c. Engineered design and building permits are required for retaining walls exceeding four feet in height. d. Each lot must be provided with a separate sewer and water service. e. Demolition permits must be obtained before demolishing any structures. Proper removal, abandonment or sealing of storage tanks, on-site septic systems, wells, etc. is required. Permits are required, as applicable. f. If applicable, existing home(s) affected by the new street will require address changes. g. Provide a 1:200 `clean" plat drawing. 2. En ins eering: a. The 16.5' wide telephone easement through the site must be vacated before the final plat is filed at Carver County. b. The well and septic system on the property must be properly abandoned before a building permit is issued. c. Label the contours on Sheet 2 of the Existing Conditions Survey. d. Prior to commencement of site grading the grading plan must be revised so that there is at least five feet from the edge of the temporary cul-de-sac to the retaining wall. e. The developer shall dedicate an easement over the temporary cul-de-sac; the easement exhibit shall be submitted with the final plat application. f. The private street within Outlot B and must be built to a 7 -ton design. SP -4 g. Pedestrian curb ramps from the sidewalks to the street must be ADA -compliant. h. If groundwater is encountered during construction, the low floor elevation of the homes must be adjusted accordingly. i. The final plat must include an oversized drainage and utility easement at the back of Lot 1, Block 6 to encompass the drainage swale. j. Per Section 18-40 (4) d. 2. v. a drain tile service is required for Lots 1-4 Block 5, Lot 6 Block 5; and Lots 1-3 Block 6 as these lots are proposed to drain from the back of the lot towards the street. k. On the grading plan label the existing contours. 1. On Sheet 18 modify Note 2 to state that 10' horizontal separation is required between water and sewer lines. m. The final plat mylars must include the street names approved by the Fire Marshal. n. A guard rail must be installed at the top of the retaining wall near the temporary cul- de-sac. o. The developer shall post a $33,750 escrow to be used towards the removal of the temporary cul-de-sac at the end of Road A, extending Road A to the property line and extending the sidewalk to the property line. p. Outlot B shall be deeded to the owners of 9250 and 9350 Great Plains Boulevard. q. The developer must acquire the necessary permission for off-site work at 9350 Great Plains Boulevard before that property's driveway is realigned. r. Once the private street within Outlot B is paved with the base course the developer must remove the existing driveway from Highway 101 to 9250 and 9350 Great Plains Boulevard. s. Barricades must be installed where the sidewalk ends on the south end of Road A. t. The developer shall pay $48,725.04 for the development's portion of the cost of Lift Station 32. u. The developer must submit a $10,000 escrow with the development contract; this escrow will be used for the removal of the temporary lift station when Road A is extended and the lift station at Powers Boulevard and TH 212 is installed. SP -5 v. The City will reimburse the developer for the cost of oversizing the water main from an eight inch lateral to a 12" trunk main and for the pressure reducing valve. 3. Environmental Resources: Fire: Parks: a. Prior to any grading, the applicant shall install tree preservation fencing using metal stakes. The fencing shall be placed fencing at the grading limits. Tree #2524 shall be included in the fencing area rather than fenced separately. These protections shall remain in effect until construction is completed. b. Signage identifying outlot natural areas will be posted at property comers and angle point on lots 1, 3-6, 8-9, 11, 17-18, block 1 and lots 1, 2, block 2 and lots 8, 9, block 3 and lot 1-2, block 4 and lots 4 and 6, block 5. These must be installed prior to selling the lot. a. A 3 -foot clear space shall be maintained around fire hydrants. b. Submit propose street names to Chanhassen Fire Marshal and Chanhassen Building Official for review and approval. c. Street signs (temporary allowed) shall be installed prior to building permits being issued. Fire Marshal must approve signage. d. Prior to combustible construction fire hydrants shall be made serviceable. e. No burning permits will be issued for tree/brash removal. f Prior to combustible home construction fire apparatus access roads capable of supporting the weight of fire apparatus shall be made serviceable. a. Full park dedication fees shall be collected per city ordinance in lieu of requiring parkland dedication. b. Dedication of an outlot adjacent to Lot 12, Block 5 and across the southern portion of Lot 5, Block 5 to accommodate future construction of a trail. c. Planning, engineering and construction of two planned 10 -foot wide trail connections leading from two cul-de-sacs into the Fox Woods Preserve. d. Planning, engineering and construction of a planned 10 -foot wide Highway 101 trail connection between the current trail terminus at the Bandimere Park Pedestrian SP -6 Underpass and the northern terminus of the plat adjacent to and along Highway 101. e. Trail right of ways within the subdivision shall be provided within outlots as a condition of the plat. Acquisition of trail easements outside of the plat shall be the responsibility of the City of Chanhassen. f The Developer shall be responsible for the installation and payment of the two planned 10 -foot wide trail connections leading from two cul-de-sacs into the Fox Woods Preserve. g. For those sections of the Hwy 101 trail situated north and south of their property boundaries, the Developer shall be reimbursed by the City of Chanhassen for the full cost of planning, engineering and construction of a planned 10 -foot wide Highway 101 trail connection between the current trail terminus at the Bandimere Park Pedestrian Underpass and the northern terminus of the plat along Highway 101. h. For that section of the Highway 101 trail located within or adjacent to the Developer's project boundary, the applicant shall be reimbursed by the City for the cost of the aggregate base, trail surfacing, retaining walls and storm water systems utilized to construct the trail. This reimbursement payment shall be made upon completion and acceptance of the trail and receipt of an invoice documenting the actual costs for the construction materials noted. Labor and installation for the trail surface and design, and engineering and testing services for all components of the Developers section, are not reimbursable expenses. All trails shall be 10 feet in width, surfaced with asphalt and constructed to meet city specifications. j. The granting of a permanent 20 foot wide trail easement across the rear of lots 8 and 9, Block 3. Water Resources Coordinator: a. The wetlands cannot be used to meet rate control. Rate control must be achieved prior to discharge to any of the wetlands, MN DOT right-of-way or adjoining properties. b. The infiltration basin areas shall be protected from construction traffic and other construction related activities throughout the duration of the project. This shall be noted on the grading plan, in the SWPPP and shown with pre -construction silt fence location. SP -7 c. The infiltration areas shall be graded last. The tributary area shall be graded and stabilized prior to excavation of the infiltration basins. d. The mass grade phasing schedule shall include stripping and stockpiling of top soil material. e. The grading and erosion plan shall include stockpile locations. f. A detailed planting schedule and plan shall be included for each infiltration basin. g. The developer shall be responsible for procuring the NPDES construction permit and providing proof to the city prior to any land disturbing activities. h. The development shall meet the CUP conditions for the Bluff Creek Overlay District. i. Signage will be required at every lot comer and angle point along the private lots adjacent to the wetlands not bound by the BCOD. These must be installed prior to selling the lot. j. Any grading within wetland buffers must be restored with native vegetation. A planting schedule and vegetation maintenance plan of at least 3 years shall be provided to the city for review and approval. k. The Storm Water Utility Connection Charge due at final plat is $90,580.00. 1. The City Wetland Alteration Permit (WAP) and the State Wetland Conservation Act (WCA) replacement plan process required for this development is in process, therefore Council approval of the final plat, development contract, et cetera is conditioned upon approval of the WAP and WCA replacement plan. 9. General Conditions. The general conditions of this Contract are attached as Exhibit "B" and incorporated herein. �3 CITY OF CHANHASSEN Denny Laufenburger, Mayor (SEAL) Todd Gerhardt, City Manager FOXWOOD, LLC: Tyler Wenkus, Chief Manager STATE OF MINNESOTA) (ss. COUNTY OF CARVER ) The foregoing instrument was acknowledged before me this day of 2016, by Denny Laufenburger, Mayor, and by Todd Gerhardt, City Manager, of the City of Chanhassen, a Minnesota municipal corporation, on behalf of the corporation and pursuant to the authority granted by its City Council. NOTARY PUBLIC STATE OF MINNESOTA ) (ss. COUNTY OF ) The foregoing instrument was acknowledged before me this _ day of 2016, by Tyler Wenkus, Chief Manager of Foxwood, LLC, a Minnesota limited liability company, on behalf of the company. DRAFTED BY: City of Chanhassen 7700 Market Boulevard P.O. Box 147 Chanhassen, MN 55317 (952)227-1100 SP -9 NOTARY PUBLIC EXHIBIT "A" TO DEVELOPMENT CONTRACT LEGAL DESCRIPTION OF SUBJECT PROPERTY: The East Half of the East Hall of the South Hag of the Southeast Quarter, and the Southeast Quarter of the Northeast Quarter of the Southeast Quarter, all In Section 23, Township 116, Range 23, Carver County, Minnesota. And also that part of the North Hag of the Southwest Quarter of Section 24, Township 116, Range 23, Carver County, Minnesota, lying southerly of the north 730.00 feet as measured along westerly line thereof and lying westerly of the centertine of State Highway No.101, the centerllne of which Is described as follows: Beginning at a point on the North line of the Southwest Quarter o1 Section 24, Township 116, Range 23, a distance of 63252 feet east of the Northwest comer of said Southwest Quarter, the bearing of the North fine of the Southwest Quarter Is assumed to be South 88 degrees 46 minutes 29 seconds East, thence South 4 degrees 24 minutes 47 seconds West a distance of 413.72 feet thence on a tangential curve, concave to the east having a central angle of 11 degrees 38 minutes 21 seconds and a radius of 196229 feet a distance of 398.62 feet, thence South 7 degrees 13 minutes 34 seconds East tangent to the last described curve, a dlstarlce of 217.65 feet thence on a tangential curve, concave to the west having a central angle of 14 degrees 29 minutes 17 seconds and a radius of 1166.15 feet a distance of 294.88 feet, more or lass, to a point on the South line of the North Half of the Southwest Quarter of Section 24 and there terminating said point distance 660A4 feet easterly of the Southwest corner of the North Hag of the Southwest Quarter. Except that part taken by the State of Minnesota In Final Certificate filed August 27, 2009, as Document No. A506726. Except that part taken by the City of Chanhassen in Final Certificate filed May 31, 2013, as Document No. A577806. AND, That part o1 the West 271.79 feet of the North 762.28 of the Southwest Quarter of the Southwest Quarter Section 24 Township 116 Range 23. and that part of the North 30.00 last of said Southwest Quarter of the Southwest Quarter lying east of the West 271.79 feet thereof and westerly of the center line of Hwy 101, excepting that part of the North 330.00 feet of the East 16.00 feet of the West 271.79 teat of said Southwest Quarter o1 the Southwest Quarter lying south of the North 180.00 feet thereof, and that part of the South 732281eet of North 76228 feet of said Southwest Quarter of the Southwest Quarter. AND The West 271.79 feet o1 the North 76228 lee1 of the Southwest Quarter of the Southwest Quarter, Section 24, Towrshlp 116 North, Range 23 West, Carver Coum y Minnesota EXCEPT That pert of the North 330.00 feet of the East 1600 feet of the West 271.79 feel of the Southwest Quarter of the Southwest Quarter, Section 24, Township 116 North, Range 23 West, lying South of the North 1600 feet, Carver County, Minnesota. AND That part o1 the North 30.00 teat of said Southwest Quarter o1 the Southwest Quarter, lying East of the West 271.79 feet thereof and Westerly of the cemerllne of Slate Highway No.101, EXCEPT that part of the Southwest Quarter o1 the Southwest Quarter of Section 24, Township 116 North, barge 23 West, shown as Parcel 7 1 A on Minnesota Department of tfaMPOrtatbn Right of Way Plat Numbered 10-19 as the same Is on file and at record In the office of the County Recorder In and for Carver County, Minnesota acquired by the State of Minnesota In Document No.A406988,and EXCEPT that part taken by the City of Chanhassen In Final Certificate filed December 18, 2012, as Document No. A567969. 81: U: That pert of the South 732.28 feel of the North 762.28 feel of the Southwest Quarter of the Southwest Quarter, Section 24, Township 116 North, Range 23 West, Carver County, Minnesota, lying East of the West 271.79 feet thereof and Westerly of the centerilne of Slate Highway No. 101, described as: That part o1 the North 180 feel of the East 16.00 feet of the West 287.79 feet of the Southwest Quarter of the SOLMW. V Quaner, Section 24, Township 116 North, Range 23 West, Carver County, Minnesota, lying South of the North 30.00 feet thereof, all In Carver County, Minnesota. Abstract Property. MORTGAGE HOLDER CONSENT TO DEVELOPMENT CONTRACT which holds a mortgage on the subject property, the development of which is governed by the foregoing Development Contract, agrees that the Development Contract shall remain in full force and effect even if it forecloses on its mortgage. Dated this _ day of 20_. STATE OF MINNESOTA ) ( ss. COUNTY OF The foregoing instrument was acknowledged before me this _ day of 20_, by NOTARY PUBLIC DRAFTED BY: City of Chanhassen 7700 Market Boulevard P.O. Box 147 Chanhassen, MN 55317 (952)227-1100 FEE OWNER CONSENT TO DEVELOPMENT CONTRACT fee owners of all or part of the subject property, the development of which is governed by the foregoing Development Contract, affirm and consent to the provisions thereof and agree to be bound by the provisions as the same may apply to that portion of the subject property owned by them. Dated this _ day of 20_. STATE OF MINNESOTA ) ( ss. COUNTY OF ) The foregoing instrument was acknowledged before me this _ day of 20_, by NOTARY PUBLIC DRAFTED BY: City of Chanhassen 7700 Market Boulevard P.O. Box 147 Chanhassen, MN 55317 (952)227-1100 IRREVOCABLE LETTER OF CREDIT No. _ Date: TO: City of Chanhassen 7700 Market Boulevard, Box 147 Chanhassen, Minnesota 55317 Dear Sir or Madam: We hereby issue, for the account of (Name of Developer) and in your favor, our Irrevocable Letter of Credit in the amount of $ available to you by your draft drawn on sight on the undersigned bank. The draft must: a) Bear the clause, "Drawn under Letter of Credit No. , dated 2. of (Name of Bank) " b) Be signed by the Mayor or City Manager of the City of Chanhassen. c) Be presented for payment at (Address of Bank) on or before 4:00 p.m. on November 30, 2 This Letter of Credit shall automatically renew for successive one-year terms unless, at least forty- five (45) days prior to the next annual renewal date (which shall be November 30 of each year), the Bank delivers written notice to the Chanhassen City Manager that it intends to modify the terms of, or cancel, this Letter of Credit. Written notice is effective if sent by certified mail, postage prepaid, and deposited in the U.S. Mail, at least forty-five (45) days prior to the next annual renewal date addressed as follows: Cbanhassen City Manager, Chanhassen City Hall, 7700 Market Boulevard, P.O. Box 147, Chanhassen, MN 55317, and is actually received by the City Manager at least thirty (30) days prior to the renewal date. This Letter of Credit sets forth in full our understanding which shall not in any way be modified, amended, amplified, or limited by reference to any document, instrument, or agreement, whether or not referred to herein. This Letter of Credit is not assignable. This is not a Notation Letter of Credit. More than one draw may be made under this Letter of Credit. This Letter of Credit shall be governed by the most recent revision of the Uniform Customs and Practice for Documentary Credits, International Chamber of Commerce Publication No. 600. We hereby agree that a draft drawn under and in compliance with this Letter of Credit shall be duly honored upon presentation. i Its CITY OF CHANHASSEN DEVELOPMENT CONTRACT (Developer Installed Improvements) EXHIBIT "B" e►u 1. Right to Proceed. Within the plat or land to be platted, the Developer may not grade or otherwise disturb the earth, remove trees, construct sewer Imes, water lines, streets, utilities, public or private improvements, or any buildings until all the following conditions have been satisfied: 1) this agreement has been fully executed by both parties and filed with the City Clerk, 2) the necessary security and fees have been received by the City, 3) the plat has been recorded with the County Recorder's Office or Registrar of Title's Office of the County where the plat is located, and 4) the City Engineer has issued a letter that the foregoing conditions have been satisfied and then the Developer may proceed. 2. Phased Development. If the plat is a phase of a multiphased preliminary plat, the City may refuse to approve final plats of subsequent phases if the Developer has breached this Contract and the breach has not been remedied. Development of subsequent phases may not proceed until Development Contracts for such phases are approved by the City. Park charges and area charges for sewer and water referred to in this Contract are not being imposed on outlots, if any, in the plat that are designated in an approved preliminary plat for future subdivision into lots and blocks. Such charges will be calculated and imposed when the outlots are final platted into lots and blocks. 3. Preliminary Plat Status. If the plat is a phase of a multi -phased preliminary plat, the preliminary plat approval for all phases not final platted shall lapse and be void unless final platted into lots and blocks, not outlots, within two (2) years after preliminary plat approval. 4. Changes in Official Controls. For two (2) years from the date of this Contract, no amendments to the City's Comprehensive Plan, except an amendment placing the plat in the current urban service area, or official controls shall apply to or affect the use, development density, lot size, lot layout or dedications of the approved plat unless required by state or federal law or agreed to in writing by the City and the Developer. Thereafter, notwithstanding anything in this Contract to the contrary, to the full extent permitted by state law the City may require compliance with any amendments to the City's Comprehensive Plan, official controls, platting or dedication requirements enacted after the date of this Contract. 5. Improvements. The improvements specified in the Special Provisions of this Contract shall be installed in accordance with City standards, ordinances, and plans and specifications which have been prepared and signed by a competent registered professional engineer furnished to the City and approved by the City Engineer. The Developer shall obtain all necessary permits from the Metropolitan Council Environmental Services and other pertinent agencies before proceeding GC -1 with construction. The City will, at the Developer's expense, have one or more construction inspectors and a soil engineer inspect the work on a full or part-time basis. The Developer shall also provide a qualified inspector to perform site inspections on a daily basis. hispector qualifications shall be submitted in writing to the City Engineer. The Developer shall instruct its project engineer%mspector to respond to questions from the City Inspector(s) and to make periodic site visits to satisfy that the construction is being performed to an acceptable level of quality in accordance with the engineer's design. The Developer or his engineer shall schedule a preconstruction meeting at a mutually agreeable time at the City Council chambers with all parties concerned, including the City staff, to review the program for the construction work. 6. Iron Monuments. Before the security for the completion of utilities is released, all monuments must be correctly placed in the ground in accordance with Minn. Stat. § 505.02, Subd. 1. The Developer's surveyor shall submit a written notice to the City certifying that the monuments have been installed. 7. License. The Developer hereby grants the City, its agents, employees, officers and contractors a license to enter the plat to perform all work and inspections deemed appropriate by the City in conjunction with plat development. 8. Site Erosion and Sediment Control. Before the site is rough graded, and before any utility construction is commenced or building permits are issued, the erosion and sediment control plan, Plan B, shall be implemented, inspected, and approved by the City. The City may impose additional erosion and sediment control requirements if they would be beneficial. All areas disturbed by the excavation and backfilling operations shall be reseeded forthwith after the completion of the work in that area. Except as otherwise provided in the erosion and sediment control plan, seed shall be certified seed to provide a temporary ground cover as rapidly as possible.. All seeded areas shall be fertilized, mulched, and disc anchored as necessary for seed retention. The parties recognize that time is of the essence in controlling erosion and sediment transport. If the Developer does not comply with the erosion and sediment control plan and schedule of supplementary instructions received from the City, the City may take such action as it deems appropriate to control erosion and sediment transport at the Developer's expense. The City will endeavor to notify the Developer in advance of any proposed action, but failure of the City to do so will not affect the Developer's and City's rights or obligations hereunder. No development will be allowed and no building permits will be issued unless the plat is in full compliance with the erosion and sediment control requirements. Erosion and sediment control needs to be maintained until vegetative cover has been restored, even if construction has been completed and accepted. After the site has been stabilized to where, in the opinion of the City, there is no longer a need for erosion and sediment control, the City will authorize the removal of the erosion and sediment control, i.e. hay bales and silt fence. The Developer shall remove and dispose of the erosion and sediment control measures. 8a. Erosion Control During Construction of a Dwelling or Other Building. Before a building permit is issued for construction of a dwelling or other building on a lot, a $500.00 cash escrow or letter of credit per lot shall also be firmished to the City to guarantee compliance with City Code § 7-22. GC -2 9. Clean up. The Developer shall maintain a neat and orderly work site and shall daily clean, on and off site, dirt and debris, including blowables, from streets and the surrounding area that has resulted from construction work by the Developer, its agents or assigns. 10. Acceptance and Ownership of Improvements. Upon completion and acceptance by the City of the work and construction required by this Contract, the improvements lying within Public easements shall become City property. After completion of the improvements, a representative of the contractor, and a representative of the Developer's engineer will make a final inspection of the work with the City Engineer. Before the City accepts the improvements, the City Engineer shall be satisfied that all work is satisfactorily completed in accordance with the approved plans and specifications and the Developer and his engineer shall submit a written statement to the City Engineer certifying that the project has been completed in accordance with the approved plans and specifications. The appropriate contractor waivers shall also he provided. Final acceptance of the public improvements shall be by City Council resolution. 11. Claims. In the event that the City receives claims from laborer;, materialmen, or others that work required by this Contract has been performed, the sums due them have not been paid, and the laborers, materiahnen, or others are seeking payment out of the financial guarantees posted with the City, and if the claims are not resolved at least ninety (90) days before the security required by this Contract will expire, the Developer hereby authorizes the City to commence an Interpleader action pursuant to Rule 22, Minnesota Rules of Civil Procedure for the District Courts, to draw upon the letters of credit in an amount up to 125% of the claim(s) and deposit the funds in compliance with the Rule, and upon such deposit, the Developer shall release, discharge, and dismiss the City from any further proceedings as it pertains to the letters of credit deposited with the District Court, except that the Court shall retain jurisdiction to determine attorneys' fees. 12. Park Dedication. The Developer shall pay full park dedication fees in conjunction with the installation of the plat improvements. The park dedication fees shall be the current amount in force at the time of final platting pursuant to Chanhassen City Ordinances and City Council resolutions. 13. Landscaping. Landscaping shall be installed in accordance with Plan D. Unless otherwise approved by the City, trees not listed in the City's approved tree list are prohibited. The minimum tree size shall be two and one-half (2'/z) inches caliper, either bare root in season, or balled and burlapped. The trees may not be planted in the boulevard (area between curb and property line). In addition to any sod required as a part of the erosion and sediment control plan, Plan B, the Developer or lot purchaser shall sod the boulevard area and all drainage ways on each lot utilizing a minimum of six (6) inches of topsoil as a base. Seed or sod shall also be placed on all disturbed areas of the lot. If these improvements are not in place at the time a certificate of occupancy is requested, a financial guarantee of $750.00 in the form of cash or letter of credit shall be provided to the City. These conditions must then be complied with within two (2) months after the certificate of occupancy issued, except that if the certificate of occupancy is issued between October I through May 1 these conditions must be complied with by the following July 1 st. Upon expiration of the time period, inspections will be conducted by City staff to verify satisfactory completion of all conditions. City staff will conduct inspections of incomplete items with a $50.00 inspection fee deducted from the GC -3 escrow fund for each inspection. After satisfactory inspection, the financial guarantee shall be returned. If the requirements are not satisfied, the City may use the security to satisfy the requirements. The City may also use the escrowed funds for maintenance of erosion control pursuant to City Code Section 7-22 or to satisfy any other requirements of this Contract or of City ordinances. These requirements supplement, but do not replace, specific landscaping conditions that may have been required by the City Council for project approval. 14. Warranty. The Developer warrants all improvements required to be constructed by it pursuant to this Contract against poor material and faulty workmanship. The Developer shall submit either 1) a warranty/maintenance bond for 100% ofthe cost of the improvement, or 2) a letter of credit for twenty-five percent (25%) of the amount of the original cost of the improvements. A. The required warranty period for materials and workmanship for the utility contractor installing public sewer and water mains shall be two (2) years from the date of final written City acceptance of the work. B. The required warranty period for all work relating to street construction, including concrete curb and gutter, sidewalks and trails, materials and equipment shall be subject to two (2) years from the date of final written acceptance. C. The required warranty period for sod, trees, and landscaping is one full growing season following acceptance by the City. 15. Lot Plans. Prior to the issuance of building permits, an acceptable Grading, Drainage, Erosion Control including silt fences, and Tree Removal Plan shall be submitted for each lot for review and approval by the City Engineer. Each plan shall assure that drainage is maintained away from buildings and that tree removal is consistent with development plans and City Ordinance. 16. Existing Assessments. Any existing assessments against the plat will be re -spread against the plat in accordance with City standards. 17. Hook-up Charges. At the time of final plat approval the Developer shall pay 30% of the City Sewer Hook-up charge and 30% of the City Water hook up charge for each lot in the plat in the amount specified in Special Provision, Paragraph 8, of this Development Contract. The balance of the hook-up charges is collected at the time building permits are issued are based on 70% of the rates then in effect, unless a written request is made to assess the costs over a four year term at the rates in effect at time of application. 18. Public Street Lighting. The Developer shall have installed and pay for public street lights in accordance with City standards. The public street lights shall be accepted for City ownership and maintenance at the same time that the public street is accepted for ownership and maintenance. A plan shall be submitted for the City Engineer's approval prior to the installation. Before the City signs the final plat, the Developer shall pay the City a fee of $300.00 for each street light installed in GC -4 the plat. The fee shall be used by the City for furnishing electricity and maintaining each public street light for twenty (20) months. 19. Signage. All street signs, traffic signs, and wetland monumentation required by the City as a part of the plat shall be furnished and installed by the City at the sole expense of the Developer. 20. House Pads. The Developer shall promptly furnish the City "as -built" plans indicating the amount, type and limits of fill on any house pad location. 21. Responsibility for Costs. A. The Developer shall pay an administrative fee in conjunction with the installation of the plat improvements. This fee is to cover the cost of City Staff time and overhead for items such as review of construction documents, preparation of the Development Contract, monitoring construction progress, processing pay requests, processing security reductions, and final acceptance of improvements. This fee does not cover the City's cost for construction inspections. The fee shall be calculated as follows: i) if the cost of the construction of public improvements is less than $500,000, three percent (3%) of construction costs; ii) if the cost of the construction of public improvements is between $500,000 and $1,000,000, three percent (3%) of construction costs for the first $500,000 and two percent (2%) of construction costs over $500,000; iii) if the cost of the construction of public improvements is over $1,000,000, two and one-half percent (2'/z%) of construction costs for the first $1,000,000 and one and one-half percent (1'/2%) of construction costs over $1,000,000. Before the City signs the final plat, the Developer shall deposit with the City a fee based upon construction estimates. After construction is completed, the final fee shall be determined based upon actual construction costs. The cost of public improvements is defined in paragraph 6 of the Special Provisions. B. In addition to the administrative fee, the Developer shall reimburse the City for all costs incurred by the City for providing construction and erosion and sediment control inspections. This cost will be periodically billed directly to the Developer based on the actual progress of the construction. Payment shall be due in accordance with Article 21E of this Agreement. C. The Developer shall hold the City and its officers and employees harmless from claims made by itself and third parties for damages sustained or costs incurred resulting from plat approval and development. The Developer shall indemnify the City and its officers and employees for all costs, damages, or expenses which the City may pay or incur in consequence of such claims, including attorneys' fees. GC -5 D. In addition to the administrative fee, the Developer shall reimburse the City for costs incurred in the enforcement of this Contract, including engineering and attorneys' fees. E. The Developer shall pay in full all bills submitted to it by the City for obligations incurred under this Contract within thirty (30) days after receipt. If the bills are not paid on time, the City may halt all plat development work and construction, including but not limited to the issuance Of building permits for lots which the Developer may or may not have sold, until the bills are paid in full. Bills not paid within thirty (30) days shall accrue interest at the rate of 8% per year. F. In addition to the charges and special assessments referred to herein, other charges and special assessments may be imposed such as, but not limited to, sewer availability charges ("SAC"), City water connection charges, City sewer connection charges, and building permit fees. G. Private Utilities. The Developer shall have installed and pay for the installation of electrical, natural gas, telephone, and cable television service in conjunction with the overall development improvements. These services shall be provided in accordance with each of the respective franchise agreements held with the City. H. The developer shall pay the City a fee established by City Council resolution, to reimburse the City for the cost of updating the City's base maps, GIS data base files, and converting the plat and -record drawings into an electronic format. Record drawings must be submitted within four months of final acceptance of public utilities. All digital information submitted to the City shall be in the Carver County Coordinate system. 22. Developer's Default. In the event of default by the Developer as to any of the work to be performed by it hereunder, the City may, at its option, perform the work and the Developer shall promptly reimburse the City for any expense incurred by the City, provided the Developer is first given notice of the work in default, not less than four (4) days in advance. This Contract is a license for the City to act, and it shall not be necessary for the City to seek a Court order for permission to enter the land. When the City does any such work, the City may, in addition to its other remedies, assess the cost in whole or in part. 23. Miscellaneous. A. Construction Trailers. Placement of on-site construction trailers and temporaryjob site offices shall be approved by the City Engineer as a part of the pre -construction meeting for installation of public improvements. Trailers shall be removed from the subject property within thirty (30) days following the acceptance of the public improvements unless otherwise approved by the City Engineer. B. Postal Service. The Developer shall provide for the maintenance of postal service in accordance with the local Postmaster's request. C. Third Parties. Third parties shall have no recourse against the City under this Contract. The City is not a guarantor of the Developer's obligations under this Contract. The City GC -6 shall have no responsibility or liability to lot purchasers or others for the City's failure to enforce this Contract or for allowing deviations from it. D. Breach of Contract. Breach of the terms of this Contract by the Developer shall be grounds for denial of building permits, including lots sold to third parties. The City may also issue a stop work order halting all plat development until the breach has been cured and the City has received satisfactory assurance that the breach will not reoccur. E. Severability. If any portion, section, subsection, sentence, clause, paragraph, or Phrase of this Contract is for any reason held invalid, such decision shall not affect the validity of the remaining portion of this Contract. F. Building Permits. Building permits will not be issued in the plat until sanitary sewer, watermain, and storm sewer have been installed, tested, and accepted by the City, and the streets needed for access have been paved with a bituminous surface and the site graded and revegetated in accordance with Plan B of the development plans. G. Waivers/Amendments. The action or inaction of the City shall not constitute a waiver or amendment to the provisions of this Contract. To be binding, amendments or waiver; shall be in writing, signed by the parties and approved by written resolution of the City Council. The City's failure to promptly take legal action to enforce this Contract shall not be a waiver or release. H. Release. This Contract shall run with the land and may be recorded against the title to the property . After the Developer has completed the work required of it under this Contract, at the Developer's request the City Manager will issue a Certificate of Compliance. Prior to the issuance of such a certificate, individual lot owners may make as written request for a certificate applicable to an individual lot allowing a minimum of ten (10) days for processing. 1. Insurance. Developer shall take out and maintain until six (6) months after the City has accepted the public improvements, public liability and property damage insurance covering personal injury, including death, and claims for property damage which may arise out of Developer's work or the work of its subcontractors or by one directly or indirectly employed by any of them. Limits for bodily injury and death shall be not less than $500,000 for one person and $1,000,000 for each occurrence; limits for property damage shall be not less than $500,000 for each occurrence; or a combination single limit policy of $1,000,000 or more. The City shall be named as an additional insured on the policy, and the Developer shall file with the City a certificate evidencing coverage prior to the City signing the plat. The certificate shall provide that the City must be given ten (10) days advance written notice of the cancellation of the insurance. The certificate may not contain any disclaimer for failure to give the required notice. J. Remedies. Each right, power or remedy herein conferred upon the City is cumulative and in addition to every other right, power or remedy, expressed or implied, now or hereafter arising, available to City, at law or in equity, or under any other agreement, and each and every right, power and remedy herein set forth or otherwise so existing may be exercised from time GC -7 to time as often and in such order as may be deemed expedient by the City and shall not be a waiver of the right to exercise at any time thereafter any other right, power or remedy. IC. Assignability. The Developer may not assign this Contract without the written Permission of the City Council. The Developer's obligation hereunder shall continue in full force and effect even if the Developer sells one or more lots, the entire plat, or any part of it. L. Construction Hours. Construction hours, including pick-up and deliveries of material and equipment and the operation of any internal combustion engine, may only occur from 7:00 a.m. to 6:00 p.m. on weekdays, from 9:00 a.m. to 5:00 p.m. on Saturdays with no such activity allowed on Sundays or on legal holidays. Contractors must require their subcontractors, agents and supplies to comply with these requirements and the Contractor is responsible for their failure to do so. Under emergency conditions, this limitation may be waived by the written consent of the City Engineer. If construction occurs outside of the permitted construction hours, the Contractor shall pay the following administrative penalties: First violation $ 500.00 Second violation $ 1,000.00 Third & subsequent violations All site development and construction must cease for seven (7) calendar days M. Noise Amplification. The use of outdoor loudspeakers, buklhoms, intercoms, and similar devices is prohibited in conjunction with the construction of homes, buildings, and the improvements required under this contract The administrative penalty for violation of construction hours shall also apply to violation of the provisions in this paragraph. N. Access. All access to the plat prior to the City accepting the roadway improvements shall be the responsibility of the Developer regardless if the City has issued building pemuts or occupancy permits for lots within the plat. O. Street Maintenance. The Developer shall be responsible for all street maintenance until streets within the plat are accepted by the City. Warning signs shall be placed by the Developer when hazards develop in streets to prevent the public from traveling on same and directing attention to detours. If streets become impassable, the City may order that such streets shall be barricaded and closed. The Developer shall maintain a smooth roadway surface and provide proper surface drainage. The Developer may request, in writing, that the City plow snow on the streets prior to final acceptance of the streets. The City shall have complete discretion to approve or reject the request. The City shall not be responsible for reshaping or damage to the street base or utilities because of snow plowing operations. The provision of City snow plowing service does not constitute final acceptance of the streets by the City. P. Storm Sewer Maintenance. The Developer shall be responsible for cleaning and maintenance of the storm sewer system (including ponds, pipes, catch basins, culverts and swales) within the plat and the adjacent off-site stone sewer system that receives storm water from the plat The Developer shall follow all instructions it receives from the City concerning the cleaning and RM maintenance of the storm sewer system. The Developer's obligations under this paragraph shall end two (2) years after the public street and storm drainage improvements in the plat have been accepted by the City. Twenty percent (20%) of the storm sewer costs, shown under section 6 of the special provisions of this contract, will be held by the City for the duration of the 2 -year maintenance period Q. Soil Treatment Systems. If soil treatment systems are required, the Developer shall clearly identify in the field and protect from alteration, unless suitable alternative sites are first Provided, the two soil treatment sites identified during the platting process for each lot. This shall be done prior to the issuance of a Grading Permit. Any violation/disturbance of these sites shall render them as unacceptable and replacement sites will need to be located for each violated site in order to obtain a building permit. R. Variances. By approving the plat, the Developer represents that all lots in the plat are buildable without the need for variances from the City's ordinances. S. Compliance with Laws. Ordinances and Regulations. In the development of the plat the Developer shall comply with all laws, ordinances, and regulations of the following authorities: 1. City of Chanhassen; 2. State of Minnesota, its agencies, departments and commissions; 3. United States Army Corps of Engineers; 4. Watershed District(s); 5. Metropolitan Government, its agencies, departments and commissions. T. Proof of Title. Upon request, the Developer shall famish the City with evidence satisfactory to the City that it has the authority of the fee owners and contract for deed purchasers to enter into this Development Contract. U. Soil Conditions. The Developer acknowledges that the City makes no representations or warranties as to the condition of the soils on the property or its fitness for construction of the improvements or any other purpose for which the Developer may make use of such property. The Developer furdia agrees that it will indemnify, defend, and hold harmless the City, its governing body members, officers, and employees from any claims or actions arising out of the presence, if any, of hazardous wastes or pollutants on the property, unless hazardous wastes or Pollutants were caused to be there by the City. V. Soil Correction The Developer shall be responsible for soil correction work on the property. The City makes no representation to the Developer concerning the nature of suitability of soils nor the cost of correcting any unsuitable soil conditions which may exist On lots which have no fill material a soils report from a qualified soils engineer is not required unless the City's building inspection department determines from observation that there may be a soils problem. On lots with fill material that have been mass graded as part of a multi -lot grading project, a satisfactory soils report from a qualified soils engineer shall be provided before the City issues a building pennit for the lot. On lots with fill material that have been custom graded, a satisfactory soils report from a qualified soils engineer shall be provided before the City inspects the foundation for a building on the lot. GC -9 W. Haul Routes. The Developer, the Developer's contractors or subcontractors must submit proposed haul routes for the import or export of soil, construction material, construction equipment or construction debris, or any other purpose. All haul routes must be approved by the City Engineer X. Development Signs. The Developer shall post a six foot by eight foot development sign in accordance with City Detail Plate No. 5313 at each entrance to the project. The sign shall be in place before construction of the required improvements commences and shall be removed when the required improvements are completed, except for the final lift of asphalt on streets. The signs shall contain the following information: project name, name of developer, developer's telephone number and designated contact person, allowed construction hours. Y. Construction Plans. Upon final plat approval, the developer shall provide the City with two complete sets of full-size construction plans and four sets of 11"x17" reduced construction plan sets and three sets of specifications. Within four months after the completion of the utility improvements and base course pavement and before the security is released, the Developer shall supply the City with the following: (1) a complete set of reproducible Mylar as -built plans, (2) two complete full-size sets of blue line/paper as -built plans, (3) two complete sets of utility tie sheets, (4) location of buried fabric used for soil stabilization, (5) location stationing and swing ties of all utility stubs including draintile cleanouts, (6) bench mark network, (7) digital file of as -built plans in both Axf & .tif format (the Axf file must be tied to the current county coordinate system), (8) digital file of utility tie sheets in either .doc or .tif format, and (9) a breakdown of lineal footage of all utilities installed, including the per lineal foot bid price. The Developer is required to submit the final plat in electronic format. Z. As -Built Lot Surveys. An as -built lot survey will be required on all lots prior to the Certificate of Occupancy being issued. The as -built lot survey must be prepared, signed, and dated by a Registered Land Surveyor. Sod and the bituminous driveways must he installed before the as -built survey is completed. Ifthe weather conditions at the time ofthe as -built are not conducive to paving the driveway and/or installing sod, a temporary Certificate of Occupancy maybe issued and the as -built escrow withheld until all work is complete. Rev. 3/31/06 GC -10 CM OF CHAN9As3EN 7700 Market Boulevard PO Box 147 Chanhassen, MN 55317 Administration Phone: 952.227.1100 Fax: 9522271110 Building htspecdons Phone: 952227.1180 Fax: 952.227.1190 Engineering Phone: 952.227.11 60 Fax: 952.227.1170 Finance Phone: 952.227.1140 Fax: 952.227.1110 Part & Recreation Phone: 952.227.1120 Fax: 952.2271110 Recreation Center 2310 Coulter Boulevard Phone: 952.227.1400 Fax 952.227.1404 Planning & Natural Resources Phone: 952.227.1130 Fax 952.227.1110 Public Works 7901 Park Place Phone: 952.227.1300 Fax:952.2271310 Senior Center Phone: 952.227.1125 Fax: 952.227.1110 Website www.ci.chanhassen.mn.us June 28, 2016 Mr. Bill Coffman Providence 55, LLC. 1000 Boone Ave. N., Suite 400 Golden Valley, MN 55427 Re: Planning Case #2016-13, Foxwood Rezoning, Conditional Use Permit, Preliminary Plat with Variances Dear Mr. Coffman, This letter is to confirm that on June 27, 2016, the Chanhassen City Council approved: A. A Conditional Use Permit for development in the Bluff Creek Overlay District (BCOD) subject to the following conditions: 1. Infiltration basin IB 1 located north of Lots 10, 11, 16 and 17 of block 1 shall be evaluated for methods to reduce tree loss. 2. The Bluff Creek Overlay District Boundaries shall be shown to be incidental with the boundaries of Outlots A and C. 3. Any grading within the Bluff Creek Overlay District must be restored with native vegetation. A planting schedule and vegetation maintenance plan of at least 3 years shall be provided to the city for review and approval. 4. Signage will be required at every lot comer and angle point along the private lots adjacent to the BCOD. The sign language shall be provided by the city and the signs shall be at the developer's expense. These signs shall be placed by the developer prior to selling any of the lots. B. Rezoning from Agricultural Estate District (A-2) to Residential Low and Medium Density (RLM) for Foxwood, and C. A 46 lot, six outlots and public right-of-way preliminary plat with variance for the use of a private street and a 20 -foot setback variance from the Bluff Creek Primary zone subject to the following conditions: Chanhassen is a Community for Life - Providing for Today and Planning for Tomorrow SCANNEC Planning Commission Foxwood June 28, 2016 Page 2 of 6 Buildine: 1. Final grading plans and soil reports must be submitted to the Inspections Division before building permits will be issued. 2. Buildings may be required to be designed by an architect and/or engineer as determined by the Building Official. 3. Engineered design and building permits are required for retaining walls exceeding four feet in height. 4. Each lot must be provided with a separate sewer and water service. 5. Demolition permits must be obtained before demolishing any structures. 6. Proper removal, abandonment or sealing of storage tanks, on-site septic systems, wells, etc. is required. Permits are required, as applicable. 7. If applicable, existing home(s) affected by the new street will require address changes. 8. Provide a 1:200 "clean" plat drawing. Engineering: 1. The 16.5' wide telephone easement must be vacated before the City Council considers final plat approval. 2. The well on the property must be properly abandoned. 3. Label the contours on Sheet 2 of the Existing Conditions Survey. 4. The grading plan must be revised to eliminate the 3H:1 V slope within the temporary cul-de-sac. 5. The developer shall dedicate an easement over the temporary cul-de-sac; the easement exhibit shall be submitted with the final plat application. 6. The private street within Outlot B and must be built to a 7 -ton design. 7. Pedestrian curb ramps from the sidewalks to the street are required must be ADA - compliant. 8. The developer will install shallow monitoring wells or piezometers in the area of Lots 1-4, Block 5 and Lot 18, Block 1. Water elevations shall be monitored for a minimum of four weeks during a time when seasonally high water table would be expected. 9. An oversized drainage and utility easement is required at the back of Lot 1, Block 6 as this area conveys drainage from the adjacent parcel. Staff recommends that the 916' contour extend into the drainageway to create a swale versus the sheet drainage pattern that is currently shown; it has been staff's experience that landscaping/hardscaping/etc. on the downstream parcel tends to impede sheet drainage. 10. Per Section 18-40 (4) d. 2. v. a drain file service is required for Lots 1-4 Block 5, Lot 6 Block 5; and Lots 1-3 Block 6 as these lots are proposed to drain from the back of the lot towards the street. Planning Commission Foxwood June 28, 2016 Page 3 of 6 11. The developer's engineer shall ensure that the maximum driveway grades shown on the plan are calculated such that a 10' landing is provided where the driveway connects to the street and a five to 10 -foot landing is provided at the garage. 12. On the grading plan label the existing contours. 13. The retaining wall on Lot 2, Block 4 must be outside of the drainage and utility easement. 14. The temporary lift station must be located outside of the temporary cul-de-sac. 15. The developer must work with staff to ensure that the invert elevation is at or higher than the invert elevation established during the concept planning of the undeveloped parcel to the south. 16. On Sheet 18 modify Note 2 to state that 10' horizontal separation is required between water and sewer lines and modify Note 11 to state that sanitary sewer services shall be 6" diameter. Environmental Resources: 1. Prior to any grading, the applicant shall install tree preservation fencing using metal stakes. The fencing shall be placed fencing at the grading limits. Tree #2524 shall be included in the fencing area rather than fenced separately. These protections shall remain in effect until construction is completed. 2. Signage identifying outlot natural areas will be posted at property corners on lots 1, 3-6, 8-9, 17, 18, block 1 and lots 1, 2, block 2 and lots 8, 9, block 3 and lot 1-2, block 4. Fire: 1. A 3 -foot clear space shall be maintained around fire hydrants. 2. Submit propose street names to Chanhassen Fire Marshal and Chanhassen Building Official for review and approval. 3. Street signs (temporary allowed) shall be installed prior to building permits being issued. Fire Marshal must approve signage. 4. Prior to combustible construction fire hydrants shall be made serviceable. 5. No burning permits will be issued for tree/brush removal. 6. Prior to combustible home construction fire apparatus access roads capable of supporting the weight of fire apparatus shall be made serviceable. 7. Additional fire hydrants will be required or relocated. Planning Commission Foxwood June 28, 2016 Page 4 of 6 Parks: 1. Full park dedication fees shall be collected per city ordinance in lieu of requiring parkland dedication; and 2. Dedication of an outlot adjacent to Lot 12, Block 5 and across the southern portion of Lot 5, Block 5 to accommodate future construction of a trail. 3. Planning, engineering and construction of two planned 10 -foot wide trail connections leading from two cul-de-sacs into the Fox Woods Preserve. 4. Planning, engineering and construction of a planned 10 -foot wide Highway 101 trail connection between the current trail terminus at the Bandimere Park Pedestrian Underpass and the northern terminus of the plat adjacent to and along Highway 101. 5. Trail right of ways within the subdivision shall be provided within outlots as a condition of the plat. Acquisition of trail easements outside of the plat shall be the responsibility of the City of Chanhassen. 6. The Developer shall be responsible for the installation and payment of the two planned 10 -foot wide trail connections leading from two cul-de-sacs into the Fox Woods Preserve. 7. For those sections of the Hwy 101 trail situated north and south of their property boundaries, the Developer shall be reimbursed by the City of Chanhassen for the full cost of planning, engineering and construction of a planned 10 -foot wide Highway 101 trail connection between the current trail terminus at the Bandimere Park Pedestrian Underpass and the northern terminus of the plat along Highway 101. 8. For that section of the Highway 101 trail located within or adjacent to the Developer's project boundary, the applicant shall be reimbursed by the City for the cost of the aggregate base, trail surfacing, retaining walls and storm water systems utilized to construct the trail. This reimbursement payment shall be made upon completion and acceptance of the trail and receipt of an invoice documenting the actual costs for the construction materials noted. Labor and installation for the trail surface and design, and engineering and testing services for all components of the Developers section, are not reimbursable expenses. 9. All trails shall be 10 feet in width, surfaced with asphalt and constructed to meet city specifications. 10. The granting of a permanent 20 foot wide trail easement across the rear of lots 8 and 9, Block 3. Planning Commission Foxwood June 28, 2016 Page 5 of 6 Water Resources Coordinator: 1. The model shall be modified to reflect the fact that current soil conditions and vegetative cover will have a lower bulk density and a higher infiltration rate than fully developed conditions. 2. The model must be modified to accurately reflect times of concentration for each drainage area. 3. In the absence of measured infiltration rates, the site should be modeled with conditions similar to what is anticipated given the soil survey and the proposed construction methodologies. 4. The wetlands cannot be used to meet rate control. Rate control must be achieved prior to discharge to any of the wetlands, MN DOT right-of-way or adjoining properties. 5. The infiltration basin areas shall be protected from construction traffic and other construction related activities throughout the duration of the project. This shall be noted on the grading plan, in the SWPPP and shown with pre -construction silt fence location. 6. The infiltration areas shall be graded last. The tributary area shall be graded and stabilized prior to excavation of the infiltration basins. 7. The mass grade phasing schedule shall include stripping and stockpiling of top soil material. 8. The grading and erosion plan shall include stockpile locations. 9. The SWPPP and erosion plan shall include topsoil quantities necessary to place six inches (6") on all disturbed areas to be re -vegetated. 10. A detailed planting schedule and plan shall be included for each infiltration basin. 11. Redundant perimeter controls are required for all disturbs soils draining to wetlands. This maybe silt fence, biologs, wind -rows of salvaged and stockpiled topsoil or other as approved by the city. 12. The developer shall be responsible for procuring the NPDES construction permit and providing proof to the city prior to any land disturbing activities. 13. The developer must meet the requirements of MN Rules Chapter 8420 and the Federal Clean Water Act. 14. The development shall meet the CUP conditions for the Bluff Creek Overlay District. 15. Signage will be required at every lot comer and angle point along the private lots adjacent to the wetlands not bound by the BCOD. These must be installed prior to selling the lot. 16. Any grading within wetland buffers must be restored with native vegetation. A planting schedule and vegetation maintenance plan of at least 3 years shall be provided to the city for review and approval. 17. The Storm Water Utility Connection Charge due at final plat is estimated to be $218,662.84 Planning Commission Foxwood June 28, 2016 Page 6 of 6 Final plat documents must be submitted to the city 30 days prior to the City Council meeting in which you wish to have your final plat approved. Conditions of the preliminary plat approval must be addressed for final plat approval. Enclosed is the list of items required for submittal for final plat approval. The Wetland Alteration Permit was tabled at the Planning Commission. That review must be completed and a recommendation submitted to the City Council prior to or concurrent with the final plat review. The rezoning of the residential lots shall not be official until approval of the final plat and execution of the project development contract. Should you have any questions, please contact me at (952) 227-1131 or by email at bgggerousna,ci.chanhassen.mn.us. Sincerely, Robert Generous, AICP Senior Planner Enclosure c: Jim Wilson Paul Paulson ec: Kate Aanenson, Community Development Director Alyson Fauske, Assistant City Engineer Todd Gerhardt, City Manager Todd Hoffman, Parks & Recreation Director Terry Jeffery, Water Resources Coordinator Jerry Mohn, Building Official Jill Sinclair, Environmental Resource Specialist Marc Rausch, Alliant Engineering, Inc. ITEMS REQUIRED FOR FINAL PLAT CONSIDERATION The following items are required to be submitted a minimum of 30 days prior to City Council meeting and payment of a $250.00 final plat review fee: Submit three (3) sets of full size, 50 scale construction plans and specifications for staff review and redline. • Utility plans shall show both plan view and profiles of all utilities (sanitary sewer, water and storm sewer lines). The plan view must show all drainage and utility easements. • Grading and drainage plans shall show dwelling type and elevations, wetlands and wetland buffer areas, stormwater pond NWL and HWL, EOF and catch basin and storm manhole numbers. • The construction plans and specifications shall be in accordance to the City's latest edition of Standard Specifications & Detail Plates. • The plans shall include traffic signage and street light placement. 2. Drainage calculations for water quantity and quality ponding with maps showing drainage areas for pre -and post -development conditions and contributing areas to catch basins. 3. Hydraulic calculations and drainage map for the storm sewer design. 4. Tree Preservation Easements (if applicable). 5. Trail Easements (if applicable). 6. Engineer's Cost Estimate of Improvements: a. Sanitary sewer system. b. Water system. c. Storm sewer drainage system including cleaning and maintenance. d. Streets, sidewalk and trails. e. Erosion control. f. Site restoration (seeding, sodding, etc.). g. Site grading h. Street lights & signs i. Engineering, surveying & inspection j. Landscaping Five (5) sets (folded) of final plat, one (1) set of reductions (8'/2" x 11 "), and a digital copy in .tif format. Digital copy of the legal description of the property in a .doc format. Lot tabulations. Failure to provide any of the above items by the required deadline will result in delaying consideration of final plat before the City Council. Updated 11-29-06 gAeng\fonns\final plat submittal.doc ALLIANT EN G I N E ER IN6 Monday March 20, 2017 Kim Meuwissen, Office Manager 77oo Market Blvd. P.O. Box 147 Chanhassen, MN 55317 Ms. Meuwissen, RECEIVED MAR 21 2017 CITY OF CHANHASSEN Alliant Engineering, Inc is requesting a signature on document provided titled Land Surveyor's Certificate of Plat Correction. Please execute the plat correction for Foxwood and return it at your earliest convenience in the self-addressed envelope to the Carver County Surveyor, Brian Praske. Please feel free to contact me with any questions or concerns at 612-758-3080 or gbjorklund@alliant-inc.com. Sincerely, Gary Bjorklund SCANNED 233 Park Ave S, Ste 300 612.758.3080 MAIN Minneapolis, MN 55415 612.758.3099 FAx www.alliant-inc.com 0 0 LAND SURVEYOR'S CERTIFICATE OF PLAT CORRECTION Pursuant to the provisions of Minnesota Statutes, Section 505.174, I, Dennis B. Olmstead, a duly Licensed Land Surveyor in and for the State of Minnesota declares as follows: That I prepared the plat of FOXWOOD dated September 20, 2016 and filed on January 20, 2017 in the Office of the County Recorder, Carver County, Minnesota, as Document No. 640329. 2. That said plat contains errors, omissions or defects described in particular as follows: A distance call in the legal description near the end of the first exception as listed on Sheet lof 2 Sheets for Paul D. and Carol L. Paulson legally described property was omitted. 3. That said plat is hereby corrected in particular as follows: The following legal description for the first exception listed in said plat will be replaced with the following: EXCEPT, all that part of the Southwest Quarter of the Southwest Quarter, Section 24, Township 116 North, Range 23 West, Carver County Minnesota lying westerly and northerly of a line described as follows: Commencing at the southwest corner of the West 271.79 feet of the North 762.28 feet of the Southwest Quarter of the Southwest Quarter, Section 24, Township 116 North, Range 23 West, Carver County Minnesota; thence North 00 degrees 02 minutes 05 seconds West 24.26 feet on an assumed bearing along the west line of said Southwest Quarter of the Southwest Quarter to the point of beginning of the line to be described; thence North 55 degrees 30 minutes 01 seconds East 7.07 feet; thence North 28 degrees 09 minutes 47 seconds East 33.10 feet; thence North 00 degrees 06 minutes 15 seconds East 294.17 feet; thence North 05 degrees 23 minutes 57 seconds East 82.32 feet; thence North 09 degrees 18 minutes 39 seconds East 61.69 feet; thence North 00 degrees 02 minutes 05 seconds West 131.89 feet; thence North 42 degrees 52 minutes 25 seconds East 108.80 feet; thence North 71 degrees 40 minutes 30 seconds East 82.12 feet to a point on the south line of the North 30.00 feet of said Southwest Quarter of the Southwest Quarter; thence South 89 degrees 53 minutes 00 seconds East 414.98 feet along said south line to the westerly right-of-way line of Great Plains Boulevard; thence North 08 degrees 54 minutes 28 seconds East along said westerly right-of-way line a distance of 30.36 feet to the North line of the Southwest Quarter of the Southwest Quarter of said Section 24 and said line there terminating. I hereby certify that this Surveyor's Certificate of Plat Correction was prepared by me or under my direct supervision and that I am a duly Licensed Land Surveyor under the laws of the State of Minnesota. Dated this day of r'"t 6rc A 12017. Dennis B. Olmstead, Licensed Land Surveyor Minnesota License No. 18425 This Surveyor's Certificate of Plat Correction to the plat of FOXWOOD was approved by the City of Chanhassen, Carver County, Minnesota, at a regular meeting held this day of Mhrri) C21 , 2017. City of Chanhassen, Carver County, Minnesota -4" yor �r Print Nan �� �Elerk Ci�.s/ Ma r l ,J Print Name This Surve or's Certificate of Plat Correction has been reviewed and is approved this 1411 day of XrintNa 2017. Carver County Surveyor me E. ProLskt Thomas J. Campbell Roger N. Knutson Elliott B. Knetsch Joel J. Jamnik Andrea McDowell Poehler Soren M. Mattick John F. Kelly Henry A. Schaeffer, III Alina Schwartz Shana N. Conklin Amy B. Schutt James J. Monge, III Jerome M. Porter Kurt S. Fischer Matthew K. Brokl Grand Oak Office Center 1 860 Blue Gentian Road Suite 290, Fagan, MN 55121 651-451-5000 Fax 651-234-6237 www.ck-law.com CAMPBELL KNUTSON Professional Association September 28, 2017 Ms. Jenny Potter City of Chanhassen 7700 Market Boulevard P.O. Box 147 Chanhassen, MN 55317 Re: Miscellaneous Recorded Document Dear Ms. Potter: Please find enclosed, for the City's files, the following documents which have been recorded with Carver County: Conditional Use Permit #2015-16 recorded August 31, 2017 as document number A651145; 2. Conditional Use Permit #2016-13 recorded August 31, 2017 as document number A651146; 3. Variance 2016-13 recorded August 31, 2017 as document number A651147; 4. Variance 2017-13 recorded August 30, 2017 as document number A651037; and 5. Variance 2017-09 recorded August 30 2017 as document number A651038; Thank you. Very truly yours, CAMPBELL KNUTSON Professional Association Jean son, Legal Assistant /jmo Enclosures 190708v6 Document No. A651146 OFFICE OF THE COUNTY RECORDER CARVER COUNTY, MINNESOTA Recorded on -August 31, 2017 2:50 PM Fee: $46.00 III I I6s 146 III Coulnnty rischmon Recorder CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES CONDITIONAL USE PERMIT #2016-13 1. Permit. Subject to the terms and conditions set forth herein, the City of Chanhassen hereby grants a conditional use permit for the following use: For the Foxwood residential development project to develop within the Bluff Creek Overlay District. 2. Property, The permit is for the following -described property located at 9150 and 9250 Great Plains Boulevard ("subject property") in the City of Chanhassen, Carver County, Minnesota: Foxwood Addition, Carver County, Minnesota 3. Conditions. The permit is issued subject to the following conditions: a. Infiltration basin IBl located north of Lots 10, 11, 16 and 17 of block 1 shall be evaluated for methods to reduce tree loss. b. The Bluff Creek Overlay District Boundaries shall be shown to be incidental with the boundaries of Outlots A and C. c. Any grading within the Bluff Creek Overlay District must be restored with native vegetation. A planting schedule and vegetation maintenance plan of at least 3 years shall be provided to the city for review and approval. d. Signage will be required at every lot corner and angle point along the private lots adjacent to the BCOD. The sign language shall be provided by the city and the signs shall be at the developer's expense. These signs shall be placed by the developer prior to selling any of the lots. 4. Termination of Permit. The City may revoke the permit following a public hearing for violation of the terms of this permit. .. ati 5. Lapse. If within one year of the issuance of this permit the authorized construction has not been substantially completed or the use commenced, this permit shall lapse, unless an extension is granted in accordance with the Chanhassen Zoning Ordinance. 6. Criminal Penaltv. Violation of the terms of this conditional use permit is a criminal misdemeanor. Dated: June 27, 2016 �,r N.�-f,�NN/11NNl, II .. ys STATE OF MINNESOTA ( ss COUNTY OF CARVER CITY OF CHANHASSEN By: N Denny ufenb ger, Mayor By: Todd Gerhardt, City Manager The foregoing instrument was acknowledged before me this Inday of 3u_ 2016, by Denny Laufenburger Mayor and Todd Gerhardt, City Manager, of the City of Chanhassen, a Minnesota municipal corporation, on behalf of the corporation and pursuant to authority granted by its City Council. DRAFTED BY: City of Chanhassen P.O. Box 147 7700 Market Boulevard Chanhassen, MN 55317 (952)227-1100 Notary KIM T. MEUWISSEN Notary publ c -Minnesota rll Co iu m E'P' m a, zox i} Document No. A651147 OFFICE OF THE COUNTY RECORDER CARVER COUNTY, MINNESOTA Recorded on -August 31, 2017 2:50 PM Fee: $46.00 111111 1111111111111 CountyRecorder65114 esita7 Y Recorder CITY OF CHANHASSEN CARVER COUNTY, MINNESOTA VARIANCE 2016-13 1. Permit. Subject to the terms and conditions set forth herein, the City of Chanhassen hereby grants the following variance: The Chanhassen City Council approves a variance in conjunction with the Foxwood development for the use of a private street and a 20 -foot setback variance from the Bluff Creek Primary zone. 2. Proi)erty The variance is for a property situated in the City of Chanhassen, Carver County, Minnesota, and legally described as Foxwood Addition, Carver County, Minnesota. 3. Conditions. The variance approval is subject to the following conditions: a. The private street shall meet the standards in the city code. b. The Foxwood development must receive final plat approval. 4. Lapse. If within one (1) year of the issuance of this variance the allowed construction has not been substantially completed, this variance shall lapse. Dated: June 27, 2016 STATE OF MINNESOTA (ss COUNTY OF CARVER CITY OF CHANHASSEN BY: d4044 w� Denny Laufen urger, May AND: Todd Gerhardt, City Manager The foregoing instrument was acknowledged before me this I day of 2016 by Denny Laufenburger, Mayor and Todd Gerhardt, City Manager, of the City of hanhassen, a Minnesota municipal corporation, on behalf of the corporation and pursuant to authority granted by its City Council. DRAFTED BY: City of Chanhassen 7700 Market Boulevard P.O. Box 147 Chanhassen, MN 55317 (952)227-1100 2 NOTARY KIM T. MEUWISSEN Notary Public -Minnesota � - MY CO WWOM n Eaplrn. Jan 31, 2020 CI .•` STATE OF MINNESOTA (ss COUNTY OF CARVER CITY OF CHANHASSEN BY: d4044 w� Denny Laufen urger, May AND: Todd Gerhardt, City Manager The foregoing instrument was acknowledged before me this I day of 2016 by Denny Laufenburger, Mayor and Todd Gerhardt, City Manager, of the City of hanhassen, a Minnesota municipal corporation, on behalf of the corporation and pursuant to authority granted by its City Council. DRAFTED BY: City of Chanhassen 7700 Market Boulevard P.O. Box 147 Chanhassen, MN 55317 (952)227-1100 2 NOTARY KIM T. MEUWISSEN Notary Public -Minnesota � - MY CO WWOM n Eaplrn. Jan 31, 2020 2040 Comprehensive Plan (outline and chapters) Title Page Adoption Resolution Table of Contents Chapter 1: Introduction Chapter 2: Land Use Chapter 3: Housing Chapter 4: Natural Resources Chapter 5: Parks and Chapter 6: Transportation Chapter 7: Sewer Chapter 8: Water Chapter 9: Surface Water Chapter 10: Capital Improvements 0 0 ,c,—l3 Chanhassen City Council — July 25, 2016 weather because when there is good weather neighborhoods come out in droves and we like to see that so National Night Out next Tuesday, August 2' from 6:00 til 9:00 p.m. CONSENT AGENDA: Councilman McDonald moved, Councilman Campion seconded to approve the following consent agenda items pursuant to the City Manager's recommendations: Approve City Council Minutes dated July 11, 2016 2. Receive Park and Recreation Commission Minutes dated June 28, 2016 3. Receive Planning Commission Minutes dated July 19, 2016 4. Resolution #2016-51: Pinehurst 2nd Addition: Approve Preliminary and Final Plat of property zoned Single Family Residential (RSF) and located at 6681 Amberwood Lane (Lots 14, 15 and 16, Block 1, Pinehurst 2nd Addition). Applicant: Kroiss Development, Inc. Owner: Mike and Deb Anderson. 5. Bandimere Park Expansion Project: Approve Encroachment Agreement with Magellan Pipeline for Work within the Pipeline Easement. 6. Foxwood-9150 and 9250 Great Plains Boulevard: Approve Final Plat for a 46 Lot Subdivision on 43.55 Acres of Property; and Approve Development Contract and Plans and Specifications. All voted in favor and the motion carried unanimously with a vote of 5 to 0. VISJTOR PRESENTATIONS, Mayor Laufenburger: Just a reminder to all the citizens that this is a great opportunity for you to take time with the council. We ask that you come prepared to make your case or identify something that you'd like to have the council be aware of and this is a perfect time to do this. We do this at every City Council meeting. Again the 2nd and 4' Mondays of every month. There being none let's move to our next item on the agenda. LAW ENFORCEMENT/FIRE DEPARTMENT UPDATE. Mayor Laufenburger: We have with us tonight, Lieutenant Kittelson is not here but we have Sergeant Mike Wollin with us. You want to give us an update Sergeant Wollin? Sgt. Mike Wollin: Good evening Mayor, council members. Mayor Laufenburger: Nice to have you here. Chanhassen Planning Commission — June 7, 2016 • Aller: Having a motion do I have a second? Tietz: Second. Aller: I have a motion and a second. Any further discussion? Undestad moved, Tietz seconded that the Chanhassen Board of Appeals and Adjustments denies the variance request #2016-06 to build accessory structures in excess of 1,000 square feet and adopts the Findings of Fact and Decision. All voted in favor and the motion carried unanimously with a vote of 6 to 0. Aller: Because the item was denied an appeal should be filed on this matter within 4 days and it should be done in writing if you desire to do so. If the appeal is filed appropriately then the matter would go to the City Council on June 27, 2016 and again anyone that wishes at home to see these items and the packages that are before us when we're making our decisions, they are on the website and available to you. PUBLIC HEARING: FOXWOOD, WILSON NURSERY SITE, 9150 GREAT PLAINS BOULEVARD: REQUEST FOR A WETLAND ALTERATION PERMIT, CONDITIONAL USE PERMIT FOR DEVELOPMENT IN THE BLUFF CREEK OVERLAY DISTRICT (BCOD), REZONING FROM AGRICULTURAL ESTATE DISTRICT (A2) TO RESIDENTIAL LOW AND MEDIUM DENSITY (RLN). AND A 52 LOT SUBDIVISION WITH VARIANCES ON 43.55 ACRES OF PROPERTY LOCATED AT 9150 AND 9250 GREAT PLAINS BOULEVARD. APPLICANT: PROVIDENCE 55, LLC. OWNER: JIM WILSON & PAUL PAULSON. Generous: Thank you Chairman Aller, commissioners. The application before us, this is the public hearing and it goes to council on June 27`x. Providence 55 Limited Liability Company is the applicant. Jim Wilson and Paul Paulson are current property owners of the two properties. The request includes a rezoning, a conditional use permit, a subdivision review with variances and a wetland alteration permit. The property's located at 9150 and 9250 Great Plains Boulevard. This is south of Lyman Boulevard on the west side of 101 or Great Plains Boulevard. Currently the Wilson property, the northerly piece is accessed from a driveway directly across from the access to Bandimere Park. The two single family homes are accessed via a shared driveway just south on, but it's on 101. Wilson's property has historically been used as a wholesale nursery and if you go out there you see the rows of trees that are being held on site. That's the open part of the property. The site has significant topographic challenges within it. It goes from a high of 932 feet approximately to a low of 888 feet. To the west the City has acquired the Fox property which is to be preserved as permanent open space. As part of this development they would be providing some pedestrian access into it and then the City within the park it's more a nature preserve rather than an active park facility that they're looking at. Across 13 Chanhassen Planning Commission — June 7, 2016 • the street, across 101 to the east is Bandimere Community Park. Has playground facilities. Ballfields. Frisbee golf course is there also. The total site is 43 %2 acres. It consists of wooded areas and open space and lots of wetlands. It keeps turning itself off every time. So and as you can see, so these are the two properties involved in the subdivision. The existing Paulson house, they're providing a little, taking some of the perimeter of his property to create properties that comply with ordinance within the majority of the development and then he will have one large lot around his property and the City will pick up, there's a wetland on the south end of it so we'll get that as part of the public open spaces within this project. Some of the site constraints are that this is in the Bluff Creek Overlay District. This wetland complex on the northwest comer of the property on the north side is contributory to Bluff Creek so it actually drainage flows to the west from there. It goes through the property to the south and then under Powers Boulevard and then eventually into Bluff Creek which is down on the west side of Powers and south of 212. The other constraint on the site besides the topography which can be altered are the wetlands that are on site and as part of this application there is one wetland alteration permit. However we're having some issues with that so I'll move to it. Their request includes a wetland alteration permit, a conditional use permit for development within the Bluff Creek Overlay District, a rezoning of the property from agricultural estate district to residential low and medium density and a 46 lot subdivision with variances. The variances are for the use of a private street and we want to modify the setback to the Bluff Creek primary zone, and I'll explain that a little later. First the wetland alteration permit. As this Road A goes down and, here I need to back up. Eventually we want this development to connect to the development of the land to the south and eventually get out to Powers Boulevard. It may not be one continuous street but we want people to be able to get to either Powers or to 101 through the development of this area. We also believe that down to West 96th Street will be a connection and maybe down in the Homestead Lane area will be another connection so it will provide a little larger neighborhood for this development. The wetland alteration permit is for the road extension that crosses, and it's called Wetland 4 and Wetland 3 and we were pointing out, and Nancy pointed this out to me. We had a typo in our report where we said Lot 4, Block 1 when it should have been Lot 4, Block 5 so we corrected that in the City version online and so I guess that I would thank her for bringing that to our attention. But as part of the wetland alteration permit we need to know the existing conditions and there's still some dispute as to what exactly is wetland in this area and the technical advisory committees are still working on that. Preliminary reports say they believe these two wetlands are connected so the impacts would be greater than are shown on that. For that reason the Water Resources Coordinator and staff is recommending that we table that portion of this request and when we get the full information, the complete information that we come in and we can actually address what is the actual mitigation requirements that would be necessary with this wetland impact. Rezoning of the property. Agricultural estate district to residential low and medium density. Within the staff report under the land use guiding for this plan which is residential low density you're permitted densities of 1.2 to 4 units per acre. To do that there are multiple zoning categories that would implement that. Our traditional zoning category for single family homes in Chanhassen is RSF which is single family residential. It has a standard 15,000 square foot lot. 90 feet of frontage. 125 feet of depth. Or the perfect lot is 100 by 150 if you want to do rectangles all over the place. However that works on a very flat 14 Chanhassen Planning Commission — June 7, 2016 • piece of property. This site had some very unique environmental considerations to it. Another one would be the R4 which permits same development as RSF but it also permits twin homes on it. Again it wasn't appropriate for this because they didn't propose twin homes and it would have standard lot layouts required for all of it. Another zoning would be the PUD -R. Planned Unit Development Residential but for planned developments you want to try to get some type of development that is unique. Through the use of flexible site design you're allowed to get some benefits to the community. Often times it's affordable housing but it might be a mix of housing types within one project. And then finally we developed the RLM zoning district for development primarily within the Bluff Creek corridor because as part of this development, while it's guided, you can do either single family attached or detached housing, but it also requires the preservation of significant areas of upland open space in exchange for smaller lot sizes and higher, slightly higher hard cover considerations. As part of this development they are actually preserving almost half the site as permanent open space. About 47.9 percent to be exact. Of the preserved amount of the entire site, 16 percent of that preserved open space is upland areas. Buffer areas around the wetlands or along the Bluff Creek primary zone so we believe that this zoning was most appropriate and meet all the criteria and therefore we're recommending approval of the RLM zoning. The conditional use permit. City code requires prior to any development within the Bluff Creek corridor, and as we see the northwest comer of this property is in the corridor, you need to go through a conditional use permit review. The Bluff Creek corridor requires a 40 foot setback from the Bluff Creek corridor for structures. The first 20 feet of which is supposed to be a buffer area or protected open space so no alterations. We've shown on this one, in our comp plan we designate it as these red lines that show the corridor and that's just to let people make them aware that there is a Bluff Creek corridor in there. This doesn't show the final alignment. As the applicant came forward this green line represented what he estimated the primary corridor was. You can see how it goes in and out and it's very difficult to propose. As a part of this process we're recommending that Oudot A and Outlot C, the perimeters of that be determined as the primary corridor boundary and so it becomes easier to administer we preserve all the required open space that was in the Bluff Creek corridor. However in conjunction with that we're looking at a variance to permit the development of these lots that are either surrounded or encapsuled by the Bluff Creek corridor that aren't consumed within the setback area so with that we're looking at dedication of this area to the City as permanent open space. We're recommending approval of the conditional use permits. I'll get you those criteria. The preliminary plat is for 46 lots and 6 outlots. Again one of those lots is Lot 5 which is the existing house on the site that will be remaining. Outlot B will serve as the private street to access these 2 existing homes and then the driveway off of 101 will go away and they will just, they'd come in off of this local street and we'd have one access point for this whole development. The rest of the lots, all the lots exceed the minimum requirements of the RLM district. They exceed it significantly. I believe the smallest lot is 11,200 square feet and the RLM district they're permitted to go down to 9,000 square feet. It's a lot of the lot frontages. This Oudot F is the location of a wetland and it created some difficulties in trying to lay out lots as you come around this comer. The high point of the site was approximately in this area of 932. If you look at the staff report in the attachments there some road profiles and you'll see coming down this hill you have a 7 percent slope after they correct elevations that are out there through 15 Chanhassen Planning Co• ission — June 7, 2016 • the development of the site. This road will have a temporary turn around at the end. Again we're looking with the development of the property to the south to continue this road and eventually connect some way all the way over to Powers Boulevard. Public street is all the public right-of-way within the development. 'There may a little bit of Highway 1011 believe has to come into this. Private street again would be Outlot B which provides access to the two existing houses that will remain and we're looking at the, in conjunction with the subdivision the Bluff Creek Overlay District setback variance to require only a 20 foot setback and it's really from the property line here rather than, and we think it's an incidental consideration that that's where their primary zone boundary because it really goes in and out so. They will be mass grading the site. Again they're making, they'll make the building pads within that. Put in all the infrastructure improvements. The street, sewer, water. There is some question about this final tum around area where that will be but that's an issue that we'll be working out as we go forward with the construction plans. They are preserving again the perimeter areas. There's a lot of grading on site. It will be change for people to see. Utilities, they will be providing city sewer, water and storm sewer improvements and if I can I'd like Alyson to explain a little bit about the sanitary sewer that's going in here. Fauske: Thank you Bob. If we can go back to the slide that shows the overall location of this site just to give the Planning Commission a little bit of perspective as far as what is the ultimate plan for this site. Under this development scenario at the terminus of the street, the temporary terminus of this street there would be, the applicant is proposing a temporary lift station and force main which would then bring, lift the sanitary sewer again through that road, through the project to Highway 101 and then north and then west on Lyman and then up to gravity system at Crossroads Boulevard. As I mentioned this is a temporary lift station. The ultimate plan for servicing this development with gravity sanitary sewer would be when the property to the south develops and at that time when the road goes through the gravity sanitary sewer would continue to Powers Boulevard at approximately this location here where Lift Station 32 would be constructed and the permanent force main would go from Lift Station 32 up along the Highway 212 corridor to Lyman and to Crossroads Boulevard. So we're working with the applicant's information as far as their invert. The invert elevation of their sanitary sewer here to insure that what we anticipate would be the highest elevation of the sanitary sewer through this future development would be able to facilitate the flow. I haven't seen any issues with that. I need to check a couple more numbers but so far we're looking good as far as meeting the minimum requirements for sanitary sewer connection through the project. Generous: So they will be served by city services. Tree preservation. The dark area is the canopy that's being preserved as part of this development. This hatched area is the tree canopy coverage that will be removed. Basically it follows the road and the building pads, public streets that come out here. They are, oh the next one shows it. As part of their landscaping plan they're providing 124 trees to help revegetate the site. Most of them are along the street corridor but they are providing buffer plantings. And I have to point out, Jill was pleasantly surprised because this is one of the few plans that came through and she didn't have to make all kinds of corrections to it so she was afraid that something was wrong. As part of parks and trail plan, the W Chanhassen Planning Co•ssion — June 7, 2016 • development will be paying park fees. However they will be providing a sidewalk and trail system within the development and they're working on, well this is a connection to the underpass that goes over to Bandimere Park. As part of their project they would also be required to do some 101 trail connections. Things that aren't in place and then they're providing connections to the Fox Wood Preserve which is the permanent open space that the City has to the west of this site. As I stated the variances within the subdivision are for the private street which will provide access to the two existing homes. That removes a driveway access off of Highway 101 and providing a public street to those two homes was not necessary because we're not going to access any more land. It's a wetland to the south of the existing houses and in the future if they wanted to come in under a private street you can have up to 4 single family homes on a private street so theoretically they can each get one out of that. We believe that is appropriate and necessary as part of this development and it solves some problems that the City has 101 so. And the County really likes that too. The Bluff Creek Overlay District, we're providing, the applicant's providing most of the buffer area within the existing Outlot A and C so we didn't believe that having the property line as being the primary zone boundary with only a 20 foot setback, we were able to analyze that and looked at, they still had sufficient area to build houses but we believe we would have protection of the Bluff Creek corridor with the variance and so we are recommending approval. Again the actual boundary of the corridor is very circuitous and it'd be difficult, abnost impossible to describe in a legal document so going with the property lines is, makes it easier to administer and for people to understand what they can do with their property in the future. With that staff is recommending approval of the conditional use permit, the rezoning, the preliminary plat with variances and tabling of the wetland alteration permit and adoption of the Findings of Fact and Recommendation. With that I'd be happy to answer any questions. Tietz: Bob? Bob could you pull up that park and trail map again because I was going to ask a question about linkages and it looks like, would that route, the blue route on the south, would that be provided. It's in the plan but would it be provided with easements or is it just an idea for the future that has no connection to reality? Generous: It would not be provided as part of this project. We're still looking at that as part of the development of the property to the south. Tietz: But it looks like it could hit, it hits the south end of the property. Generous: Yeah right in this comer and at that alignment could change it depends, we'll look at that in more detail when the property south of it comes in. Tietz: But if the property to the south, let's say there's no timeline on that. It could be 10 years. It could be 30 years. Generous: Then we have. 17 Chanhassen Planning Commission — June 7, 2016 • Tietz: So how do you have a connection without just going through the neighborhood from Bandimere Park to the Preserve? Generous: That's exactly what we would do. We'd follow this trail alignment and come up here. Tietz: So the parking would be in Bandimere or else parking in the neighborhood? Aanenson: Well it's not, this is anticipated to be a local connection. For people that live in the neighborhood to walk through. If someone's going to walk through this neighborhood and go over to Powers Boulevard, we don't anticipate them really parking in the neighborhood to use that. Tietz: I'm just questioning if it's a preserve and if it's attractive it may be attractive to folks that don't reside in the 46 homes that are being constructed and thus you'll have a potential demand for traffic through that area. Aanenson: Correct and that's what we're anticipating that those would be queued to park at Bandimere and come under the access. Tietz: And that gets what signed that you park at Bandimere? Aanenson: Sure and we'd put it out on our documents that we would provide that's how you would get there. Whether we have to sign in the neighborhood or something like that. We talked about that early on as far as trying to look at some trail head but it's really difficult to try to put something into a cul-de-sac and have someone walking in late at night or early morning to hike or something like that so we really felt it'd be better to be at Bandimere Park. Tietz: Yeah but in looking at Wetland 4, Oudot D which is in that lower 20 percent of the property to the west Bob. Right there. If you made a trail connector on that red line to 101 and Bandimere would there be a way to get to the Preserve by dropping down at that point and coming through that, getting easements in that next adjacent to that outlot? Aanenson: Sure. Generous: We did look at that alignment. We had the consultant look at that but then the topography there is really. Tietz: Well it appears to be steeper but you know it's just a matter of. Aanenson: No we did have a consultant look at that. Park and Rec Director did have a consultant look at kind of be the best. I think we're really careful of trying to balance grades, topography. The entire site and that's the first one in gets you know because we do anticipate 18 Chanhassen Planning Com• sion — June 7, 2016 is additional trail connections. As we mentioned earlier there's the neighborhood on West 96`h Street that would give better access to also. Homestead area that we would want to tie into this also for that trail access too so they did have a consultant look at kind of what would be the best connections on those. Tietz: Yeah ideally it'd be nice to have that blue, the blue dashed line immediately because it provides a logical. Aanenson: Right agreed and we talked about that. Tietz: A logical connection without going directly through a neighborhood. Aanenson: Sure. And that doesn't mean it still can't come in in the future but again looking at where would be the best place, I mean actually if you go between one of the other places anticipated was actually between the wetlands. Yeah. It's actually a little bit further south on that so. Tietz: Cleaning crew is here. Aanenson: Pardon me? Tietz: The cleaning crew is here. Aanenson: Yeah, yeah. So it's a little bit further south on that so there's a lot of different alternatives of coming through there because the experience kind of coming between the wetlands, whether you do a boardwalk. There's a lot of options. Again trying to balance this saying the first one is going to put all the trail system on that property and the second property is just going to be a sidewalk connecting so we're just trying to balance all that and I would rely on Hoisington-Koegler who looked at that who's done a lot of work for the City on our trail systems. Tietz: Okay, looks like it could require a little bit more study for the connection. If the wetland issue is unresolvable, if it is the classification of the wetlands is classified as one wetland, how would that be bridged or would those last 2 lots be considered outlots and developed in the future? Fauske: Commissioner Tietz I'd be happy to answer that question for you. Through the wetland alteration permit the discussion with staff is just, is more to due with the delineation boundaries. As mentioned previously this site presents a lot of challenges and truth be told the location of that, of the street alignment through there they really are threading a needle so to speak between those two wetlands. They are doing their due diligence to minimize the impact to the wetlands so my understanding is, is at this point it's simply a matter of where the wetland delineation boundary is. I don't, I'm not aware of anybody that thinks that the sequencing is out of place. I 19 Chanhassen Planning Co• ission — June 7, 2016 • mean in order to avoid the wetlands you simply would not be able have the road go through there so it's more a matter of the amount of impact rather than whether or not the impact is justifiable or supported if that makes sense. Tietz: So the jury's out on that one? Fauske: Again it's getting the delineation completed so that they know the actual square footage of impact. As far as I know they're not, it's not necessarily a question of is this an appropriate, can we support the impact? It's more conveying to find out if the wetland conditions exist from this wetland here to this wetland. Tietz: The east to west. Fauske: Correct. Tietz: Okay, thanks. Fauske: Thank you. Aller: Real quick Alyson while we've got you up to bat. Would the delineations in any way change the buffer situation because it's internal? Fauske: I don't know that it changes the buffer because that has to do with the functions and values of the wetland so it, I'm not certain what the value of the wetland was from west to east so that's a little independent of the actual boundary of the wetland. They've been able to determine the quality of the wetland which thereby tells you what the buffer widths are. It's just, it's now a matter of pin pointing the boundary of the wetland. Aller: Okay. Commissioner Weick. Weick: What happens to the, is it called a pumping station? Is that the right term? Fauske: The lift station. Weick: Lift station, that's what it does though right? Fauske: It pumps, you're correct. Weick: What happens, you said there's a temporary one. Fauske: Correct. Weick: Is that city owned then or operated? fl Chanhassen Planning Commission — June 7, 2016 • Fauske: That's an excellent question. The City would be responsible for operating it. It would be part of our system. It would be part of our telemetry system to insure that it's functioning so it would be built to our minimum standards as far as insuring that we can keep our eye on the equipment. Make sure the lift station is running if there's a power outage that alarms would be going off and the applicant's engineer has been in contact with our utility department to insure that the panels in the lift station would be compatible with the system that we have in place. Aller: And then as a follow-up, would it just be capped then later on or would we be using it as an alternate source? Fauske: So the panels would be removed from the lift station and then the lift station well would be abandoned and the sanitary sewer then connected to the gravity system when the property to the south develops. Tietz: Alyson how many homes are going to be serviced by the lift station? Is it just those south sites? The half a dozen or 8 homes from the high point south? Fauske: The permanent lift station? Tietz: No the, well the lift station that's required for development yeah. Fauske: For this, the temporary lift station would serve this development only. The permanent lift station over on Powers would serve this development, the Erhart property, the property to the south as well as a significant area to the south along the Highway 101 corridor including the Bluff Creek golf course when that ultimately goes through for development. It's a very large area. It's a large lift station. Tietz: Okay thanks. Madsen: And I understand that the cost of the temporary lift station will be paid through this development. Fauske: Correct. Madsen: 'Then when the permanent lift station is built will they also have to pay a portion of the permanent lift station? Fauske: That's an excellent question. At the time that this development came through with a proposal and the applicant had discussions with the department heads as far as getting sewer service to this property and proposing a temporary lift station. Staff has responded not only for this property but the other properties to the south taking a look at what would it cost to get service to these properties so we are looking at getting, establishing whether it be an area charge 21 Chanhassen Planning Commission — June 7, 2016 • or an assessment of some sort to pay for the lift station improvements. The trunk sewer improvements that would be required so that's why in the staff report we list it. We've talked to the development team about that and as they move forward with their final plat at that time staff anticipates that we would have the fee structure in place and that would be applied to this development. Madsen: For the permanent lift station? Fauske: Correct. Madsen: Okay thank you. Fauske: You're welcome. Aller: Any additional questions of staff at this point? Seeing none we'll let the applicant come forward and make a presentation if he chooses to do so. Welcome sir. If you could state your name and address and representational capacity. Bill Coffman: Yes Mr. Chairman, members of the commission, my name is Bill Coffman. I'm with Providence 55, LLC and just so you know that is a development arm of Gonyea Homes. Our office address is 1000 Boone Avenue North in Golden Valley. Aller: Welcome. Bill Coffman: As you can tell we've worked hard with staff to hopefully put forth a very nice plat that meets or exceeds many of the requirements of the City. That being said I mean we concur with staff's recommendations and we'd be available for any questions. With me tonight I do have Mark Kjolhaug with Kjolhaug Environmental Services to answer any wetland questions you might have as well as Clark Wickland from Alliant Engineering. So we're available. Aller: Just real quick, have you had an opportunity to read the report that we've gotten? Bill Coffman: Yep. Aller: And again I encourage anybody that's in the room or at home to get a hold of these reports and take a look at them. There's a number of conditions that are in here that we never get to discuss. Bill Coffman: Yep, Aller: But that are a part of this process. Are there any of these conditions that you foresee at this point? 22 Chanhassen Planning Com• sion — June 7, 2016 • Bill Coffman: No, no. Aller: That you'd have problems with. Bill Coffman: We do not have any problems with any of the conditions in the report. Aller: Okay, thank you. Any additional questions of the applicant at this point? Commissioner Tietz. Tietz: You bet. This goes back to a recent project that we reviewed too and I don't know if it's for staff or Kate and Bob and Alyson. I'm always concerned when mass grading occurs and then trees, 100 plus trees will be planted on this site and I don't know what your sequencing will be and how fast things will occur but I don't know if it's an appropriate proposal but if we can consider some way of banking trees and putting them in at the time of the completion of the homes as opposed to putting them in conjunction with construction which always is, there's always potential subject to damage and not being watered and a lot of things that can happen during construction. Is that, I don't know if that's an appropriate request but this with such extensive mass grading and then going back and planting trees after the improvements are made before the homes are in. I'm just wondering if that's something to consider. Bill Coffman: Yeah we typically phase in some of the trees. We'll do the buffering along 101 and some of the trees along the boulevard but after the houses are built then typically we'll plant a couple of trees in the front yards too to get up to our required tree count and that's a minimum tree count too. Quite frankly we'll probably well exceed that number of trees. Aanenson: I would say Mr. Coffman has done a couple other subdivisions in the city, some larger ones so we've a pretty good track record in working with that and some of them were in wooded areas so I understand your concern. I think we always want to make sure that we're not backing over nor do they want to have somebody be working on a house next door so you're right you kind of do them in blocks but I think we've got a pretty good, have good experience working with them so. Tietz: Yeah well as we all know our soils are pretty heavy out here and as soon as you mass grade you're going to get down to soils that are, haven't seen the light of day for maybe 10,000 years. Bill Coffman: Or more. Tietz: Or more and so we've got a lot of compaction and a lot of tough site to work with and when it's opened up and then we try to stick trees in it, it can be very difficult. Aanenson: And we've had those problems too. 23 Chanhassen Planning Co• ission — June 7, 2016 • Tietz: Yeah thanks. Aller: Thank you. Any other questions at this point? Seeing none thank you. Bill Coffman: Thank you. Aller: Would either one of the other representatives like to come forward and just give a brief overview of what's going on with the site? Your perspective. Ahight. Mark Kjolhaug: Came I come up? Aller: Sure, come on forward. Mark Kjolhaug: Hello, I'm Mark Kjolhaug of Kjolhaug Environmental Services Company and we completed the wetland delineation on the project and just to address the area at the south. It was delineated originally where there was a separation between what is identified as Wetland 4 and Wetland 3 to the east and we completed the TEP meeting. The review with the TEP and the core and there was a connection made between those wetlands. In the end it was a minor addition of the wetlands in the total wetland impact in that area with the plan that's shown. It's about 2,500 square feet so the additional wetland probably added a couple hundred square feet to the total impacts. We're working on the wetland replacement plan application and that will be submitted within a week. Aller: Thank you, any questions? Thank you very much. Mark Kjolhaug: Thank you. Aller: Okay we'll open the public hearing portion of this item. Again this is an opportunity on this item for any individual in the room to come forward, speak either for or against or ask questions. State a comment or concern so they can be addressed. Ladd Conrad: Mr. Chairman, hi. Ladd Conrad, 6625 Horseshoe Curve. Aller: Welcome sir. Ladd Conrad: I don't live anywhere close to this property but I walk it all the time and I hope you all get out there. Not necessarily this property but the Erhart property to the south and I probably trespass on a few properties too but take the dog there and work him and it's probably, to the Erhart property to the south will probably be where the Chanhassen cross country ski team practices this winter so it's a phenomenal property. Tim and I, Tim Erhart and I were on the Planning Commission years ago and he asked me to come and talk to you for a few seconds. I don't understand, there's a lot of complex stuff here and I don't pretend to know what the park and rec has thought about and I don't know the alternatives that they have but I want to make 24 Chanhassen Planning Commission — June 7, 2016 • sure that you guys and women have thought about access for the trail system. This is a marvelous site. Boy you know the staff report says we care about parks and trails in Chan. You talk to the residents, that's one of their top 5 things of moving here so this site, yeah the whole site. Not just this property, is a big deal in my world. It's huge. It keeps Chanhassen, the community that we all like, right. It's really neat. Again you've got to go back and walk it so it's your chance to make sure you have all the easements right now. It won't come back to you so make sure you're comfortable with the easements that staff has recommended and I can't challenge what they're recommending a whole lot but I see some issues that myself as a person who uses it and Dawne Erhart lets me come in on the west side of the property which more than likely won't be developed for a long time but they could do it next year but more than likely, and she can speak for the Erhart group but you're not going to, you're probably not going to have access to the west for the community. This is not a neighborhood park. This is a community park. Difference. This says community and they get access so you, think about it. You park in Bandimere and you walk through the cul-de-sac and then you walk north on 101 and then you walk through the development and then you walk through another cul-de-sac and then maybe you're at the trail. Huh. Do you really think that people are going to do that? Are you making this an active park? A park that people can get to or are you pretending that in the future we're going to have access on the west side. Or some kind of access on the south through the Erhart property. I wouldn't do that and I'm the type of person that would do that. I like the nature type parks so take a look at that. Park in Bandimere? You walk under a cul-de-sac. Then you go north on Highway 101 and then you swing through the neighborhood and then you swing back south again. Now there is a shortcut that they have in red lines there that goes through 2 parcels that they don't own but you know you can get easements when they develop but I just want to make sure that you've thought that the access to the south, way south. If you take the blue line south and again as Mr. Tietz said, that could be 20 years apart. Away so I guess the deal is if you kind of like the connections that you've got and you kind of want the folks to walk the way they will, which they won't and you can, I think on the cul-de-sac to the south you, people will park there and you possibly and probably could have parking area on that cul-de-sac for real people, people out of the neighborhood. It's designed as a, right now I see this as designed as a neighborhood access and it's not really a community access so challenge that. If you don't like that you can, and if you don't believe. If you believe that the Erhart property to the south is going to be developed soon well you might have some access there but again there you swing south and you walk around, it's strange to me and I haven't talked to the park and rec and there's some folks here that used to be there. Court were you, what commission were you on? Court MacFarlane: Environmental. Ladd Conrad: Environmental okay, so you can't even talk about this. Anyway I'm talking too long but you know if you thought the connection from that cul-de-sac going through the red line southwest and you continue on you'd need an easement on, I don't know what block it is but Lot 8 and 9 you'd need an easement there. That would protect you for the future. You don't need to use it but you'd have an easement to get into the system, okay. You'd have an easement. You'd have a way. I don't know if it's good. Apparently a consultant said it's not good or there's a 25 Chanhassen Planning Commission — June 7, 2016 • problem with it but you could get there and you have a way that's at least a little bit better for people parking in Bandimere. Little bit better but just think, take a look at that diagram. You park in Bandimere. You swing, you go under the tunnel. You go north. You go west. If you go south. You go west again. You're still in the neighborhood. Thank you. Thank you all for your service. Aller: Thank you. Thank you for your prior service. Your continued service in coming to speak. Aanenson: I'd just like to add a little bit more to this discussion. You know Mr. Erhart did have a commercial property. You can see the trail going to the east. I can't point to the, there you go. So there is a connection there too. That's a commercial piece right there. Again this is a piece of property that the City bought. It's heavily wooded. There's no anticipated formalized trails or anything in that going through there so I think we need to keep that in mind is how we see this property being used. The main purpose of it was to protect a large wooded area. At that time when they did the referendum that was one of the missions of the commission to say let's preserve a big woods so I think we have to compare how that's being used and how we anticipate that. There's no formalized trails being proposed in there. It's just an experience you can have so how do we intend to use, how was it intended to be used and will be used in the future? Can people walk through there? Of course. Are we expecting maybe a classroom to walk in there sometime? That could happen too but I don't know if we're anticipating a cross country ski team going through there or biking class. I don't know if it was developed at that level so that's something I think as this goes to City Council we should maybe get some more input formalization of the park and rec's direction on how they see that because at this point we're taking their input. Their recommendations and the conditions are much more enumerated in detail if you go to your staff report on page 15 and 16. I know Mr. Erhart had strong feelings about how those trails should be affecting his property. Whether his property comes forward or not is side. We have to look at this piece and how we see the park being used. We're not making decisions on that. I know himself would like to see those, as he's communicated with us, those trails to go in now but again we're going by the recommendation we got from Park and Rec Director on that so. So if anybody had any questions on those conditions on page 15 and 16 I'd be happy to answer those. Weick: Where does the, where the laser is right now, where does that path go if you follow it? Aller: South through the woods. Weick: But if it were but like, does that go out to Powers? Aanenson: Yes. Eventually out to Powers correct. Generous: This would be where the connection. Chanhassen Planning Co •ssion — June 7, 2016 • Weick: Kind of down, is that, are we down near Pioneer? Generous: Not that far. Aanenson: Just a little above that. Weick: Okay. But in that area. Aanenson: Yeah because there'll be a lift station down there and a pond so that lift station could be the parking spot also for access in and we talked about that too. Provide additional parking at the lift station and that could be a place to park and then work your way in as that project goes forward, and we don't know when that lift station's going to go forward either so those are some of the other things that we talked about and we talked about that with Mr. Erhart too. Aller: Because this lift station is dependent upon further development. Aanenson: That's correct. Aller: So there's just a lot in the future that we're trying to anticipate in our planning processes. The public hearing is still open so individuals wishing to come forward can do so. Please state your name and address for the record. Michael Howe: Thank you Mr. Chairman, commissioners. Michael Howe, 2169 Stone Creek Drive. Aller: Welcome. Michael Howe: I'm not sure there's a lot more to say but I just wanted to encourage this board to really look into the trails. This is a tremendous piece of property. The Fox property and the Erhart property below it. I was on the park board, must have been 16 or 18 years ago when we bought the Fox property and I know the Erharts and I spend an awful lot of time, as does my family on all this land. Running and picnicking and with the dog and we keep a beehive on the property with a bunch of couples from the Rotary Club so we're there 3 or 4 days a week and it is a gem and I don't know that there are a lot of other properties combined like it in Chanhassen right now so just take undue care and I know the park commission will do that and the park board but if there's a way to make the trail as far as you've got that outlet at Bandimere right now that's under 101, it would seem to be a natural to me to somehow extend that instead of having to go south or go north and I do recall from my park board days a little different land use but Greenwood Shores there were people parking in the neighborhood at Greenwood Shores to swim there at the beach at Lake Ann and they had to put up no parking signs so it does happen but it's a tremendous piece of property and I like what I hear in how it seems to be developed but I think nobody really knows about it. I mean I hardly every see anybody here and we're there for 27 Chanhassen Planning Commission — June 7, 2016 • hours at a time and it's pretty rare so I do think it would catch on and just take undue care in how you plan it so thank you. Aller: Thank you for your comments. Aanenson: I just want to point out too you know the existing property that's along 101, we don't have control of that property to make some of those connections at this time too so you know that's not part of the subdivision application. That's the one that's immediately adjacent to 101. Yeah this property right there. We're providing access for the driveway, yeah. So that's some of the challenges. Aller: And that's intended to be a private road? Aanenson: Correct, to get access but the rest of that property is not being subdivided so the extraction would come when there'd be subdivision and you could take the additional right-of- way because we don't have that at this time whose burden is it? It might be a public process that the City would say while this is being built it'd be a good time now for the City to do and that's something the Park and Rec Commission will make a recommendation to the City Council on that. I did talk to Park Director on that because taking the extraction now when that's not part of the subdivision would be difficult but the City could work on that as part of the project and work with the property owner to see if we could make that additional trail happen now so that's in the works of the talking about that. Aller: Thanks for that clarification. Any other individual wishing to come forward? Please come, state your name and address for the record. Dawne Erhart: I'm Dawne Erhart and we're the owners south of this development and I do want to go on record to say that we do not have any future, near future plans to develop this and this would be a good opportunity to continue this and have a very nice trail through a wilderness and that the whole community could enjoy. Thank you. Aller: Great, thank you very much for coming down. Any other individuals present wishing to come forward? Seeing no one come forward I will close the public hearing and open it up for discussion. Looking like you want to say something. Commissioner Randall. Randall: One thing I was a little concerned about was we didn't hear about the traffic at all. I mean you're going to have 43, 46 homes in there. I was a little bit concerned about cars trying to make a left turn to go north on 101 to get access to 212 so just a concern of mine, especially with a development that potentially could happen south of there. 101 and 61. Don't know if that's going to be a concern or not but. Aller: Before we go further maybe we could ask Alyson to address that a little bit and get the information. M Chanhassen Planning Com• sion — June 7, 2016 • Fauske: Certainly I'd be happy to. This portion of 101 was improved a couple years ago. With that they provide, they take a look at the design of 101 along with existing and forecasted traffic volumes and turning movements and at that time the planning department had a master plan if you will showing that collector road from 101 to Powers with an estimated number of units that would be feeding onto that system with the traffic engineers then making some assumptions as far as turning movements. So an excellent question as far as the traffic movements. Making that connection so that it T's in at the same location of Bandimere Park certainly helps from a safety standpoint but all those things were taken into consideration when the 101 improvements were constructed. Aller: Okay, thank you. Any other comments? Commissioner Madsen. Madsen: I have a question about the location of the future lift station. Is that property that the City already has access to and owns it? Fauske: The future lift station would be located at that location there at the pointer. We do not have fee title to any property there. That's a location that we've identified. As far as getting the lift station in at that location I believe we have a vault in at that location so we can fit some of the pertinences of the lift station within the existing right-of-way. I don't have the actual footprint that would be required for that lift station and whether or not it could accommodate, whether the existing right-of-way could accommodate it at this time. Madsen: Okay because my follow up question would be if the City could access that or get a hold of that fee title property sooner rather than later and put a parking lot there, could you access the park then without having the property to the south develop? Fauske: The lift station, as far as lift stations go for access you need access off of a road in order to get a Vactor truck and other service vehicles to it. It certainly doesn't need a large parking area. I think what the idea was would be to ultimately use the lift station access as a parking area but the lift station in and of itself does not require a large paved surface. Does that answer your question? Aanenson: Maybe I can because I've been involved to have the city engineer and some of the underlying property owner on that. There's an ongoing kind of understanding on when that property develops what the City needs. What the property owner desires so I think that when that time comes there's, that should all fall into place. Obviously there's expectations on both parties how that will come about but financially and timing and that sort of thing so it's identified on the Comprehensive Plan. Actually when we were looking at doing the Fairview Hospital, that lift station needed to go in in order for that hospital to go forward so those plans were all put on hold because that project did not go forward. Chanhassen Planning Commission — June 7, 2016 • Madsen: Okay. Geographically would you be able to access the park from that location? I'm not sure where the outline of that is. Aanenson: Well there was actually a stub street and I think when this goes to City Council it will be better to show the entire property and I apologize we didn't have that map in there but actually that street would extend as we pointed out that the goal is to connect the access onto 101 and tie it back into Powers Boulevard. I believe Bob mentioned that too but again it's circuitous. You know we talked, we met with Mr. Erhart and said would you want to do it now but we don't know what the development's going to be. You don't know what the alignment's going to be. It's very deep sewer through that area so it wouldn't be a good decision to do that now so because there's no pending project, as Mrs. Erhart stated, there's really no reason to put it in place. Just that we thought about it. It's in our plans and I think we, and we had it identified already so I believe we can mobilize on that when the time comes. Madsen: Thank you. Aller: Additionally comments. Mr. Undestad. Undestad: Two questions. One for Alyson and I don't know maybe this is your's or you can answer but the wetland mitigation, is it on site? Is it remaining on site? Fauske: I believe the developer's consultant could correct me if I'm wrong. I believe they're doing a banking. They're purchasing from a wetland bank. Undestad: Banking okay. And then Kate, on the park again can you pull that little trail system up one more time. Aanenson: Sure. Undestad: So the red alternate that everybody's talking about coming down there, obviously the first 2 lots you know you have no control over. Aanenson: Correct. Because again because those properties aren't being included in the plat we can't force the trail. Undestad: Right, no, no I understand that. Whenever they do develop then we'll look at that but as their discussion is to bring that trail down through the lower maybe above the wetland down there, is the developer willing to put some easements in place now for the future to have that? Aanenson: Well that's something that we'd have to talk about. We have to look at the preferred alignment. Again there's a lot of negotiations going on and they're still going on. With the Property to the south and this property of what's the best place and then the City would also be a participant because again if someone's not included in the subdivision it's hard to go in and say 30 Chanhassen Planning Commission — June 7, 2016 • well you have to give us some of your land so I think as this moves forward in the process that's, and we try to drill down on where the best location and timing. I think when this goes to City Council we'll defmitely try to have a little bit more specifics on that. Undestad: Thank you. Aller: Any additional comments or questions? Okay I'll entertain. Yes, Commissioner Tietz. Tietz: I just want to piggy back on Mark's comment too is that anything that we can do I think now to preserve the most direct route for a linkage between Bandimere and the preserve in the way of easements and protect it now I think it's, the staff should look closely at the most direct route. Not the most circuitous route and anticipate that that red line would be appropriate and then work from there west. I think that would be in everyone's best interest for the users of Bandimere. For those who want to wander into the preserve and just to protect it for the future. Aanenson: Again that means doing condemnation or something so as the property to the south says I'm not ready to go, nor are they so it's just a discussion of right. It's not that simple but I think the park commission is concerned about that too. Or the Park Director so that's something we'll certainly get more clarity as we move through the process. Tietz: Yeah because the blue line is the blue line. Aanenson: And the red line's the red line. Tietz: But the blue line, but portions of the red line can be purchased now and protected and the blue line it's just, it's on the plan. It's like the comp plan and anything can change in the future. Aanenson: Sure. Tietz: I have one of those blue lines through our yard too. Aanenson: Right, right. Right. Well again someone's got to pay for it and build it on someone else's property and there's a risk on that and the other one's also on somebody else's property so that's the challenge. Understood your comment. Aller: Based on that discussion any further questions, comments, concerns? Hearing none I think. Undestad: I think a lot of people are going to have a lot of beautiful back yards on that development. Weick: It's a cool area. 31 Chanhassen Planning Commission — June 7, 2016 • Aller: Yeah it is a big property. I'll entertain a motion and any individual wishing to tack on to that motion or request that park and recs take a look at this or that the City discuss with park and recs the best way to move forward and reassert their position at City Council should probably do so would be a good idea. Tietz: I'll make a motion. Aller: Commissioner Tietz. Tietz: The Chanhassen Planning Commission recommends that the City Council approves the Conditional Use Permit for development in the Bluff Creek Overlay District, zoning from Agricultural Estate District (A2) to Residential Low and Medium Density (RLM); and a 46 lot, 6 outlot and public right-of-way preliminary plat with variances for the use of a private street and a 20 foot setback from the Bluff Creek primary zone subject to the conditions of approval. Table the Wetland Alteration Permit and adopts the Findings of Fact and Recommendation. Aller: Having a motion do I have a second? Weick: Second. Aller: I have a motion and a second. Any further discussion? Tietz moved, Weick seconded that the Chanhassen Planning Commission recommends that the City Council approves the Conditional Use Permit for development in the Bluff Creek Overlay District (BCOD), zoning from Agricultural Estate District (A2) to Residential Low and Medium Density (RLM), a 46 lot, 6 outlot and public right-of-way preliminary plat with variances for the use of a private street and a 20 foot setback from the Bluff Creek primary zone, plans prepared by Alliant Engineering Inc. dated 5-6-16, table the Wetland Alteration Permit, and adopts the attached Findings of Fact and Recommendation: Rezoning: 1. Contingent on final plat approval. Subdivision: Building: 1. Final grading plans and soil reports must be submitted to the Inspections Division before building permits will be issued. 2. Buildings may be required to be designed by an architect and/or engineer as determined by the Building Official. 3. Engineered design and building permits are required for retaining walls exceeding four feet in height. 32 Chanhassen Planning Commission — June 7, 2016 4. Each lot must be provided with a separate sewer and water service. 5. Demolition permits must be obtained before demolishing any structures. 6. Proper removal, abandonment or sealing of storage tanks, on-site septic systems, wells, etc. is required. Permits are required, as applicable. 7. If applicable, existing home(s) affected by the new street will require address changes. 8. Provide a 1:200 "clean" plat drawing. Engineering: 1. The 16.5' wide telephone easement must be vacated before the City Council considers final plat approval. 2. The well on the property must be properly abandoned. 3. Label the contours on Sheet 2 of the Existing Conditions Survey. 4. The grading plan must be revised to eliminate the 3H:1 V slope within the temporary cul-de- sac. 5. The developer shall dedicate an easement over the temporary cul-de-sac; the easement exhibit shall be submitted with the final plat application. 6. The private street within Outlot B and must be built to a 7 -ton design. 7. Pedestrian curb ramps from the sidewalks to the street are required must be ADA -compliant. 8. The developer will install shallow monitoring wells or piezometers in the area of Lots 1-4, Block 5 and Lot 18, Block 1. Water elevations shall be monitored for a minimum of four weeks during a time when seasonally high water table would be expected. 9. An oversized drainage and utility easement is required at the back of Lot 1, Block 6 as this area conveys drainage from the adjacent parcel. Staff recommends that the 916' contour extend into the drainageway to create a swale versus the sheet drainage pattern that is currently shown; it has been staffs experience that landscaping/hardscaping/etc. on the downstream parcel tends to impede sheet drainage. 10. Per Section 18-40 (4) d. 2. v. a drain tile service is required for Lots 1-4 Block 5, Lot 6 Block 5; and Lots 1-3 Block 6 as these lots are proposed to drain from the back of the lot towards the street. 11. The developer's engineer shall ensure that the maximum driveway grades shown on the plan are calculated such that a 10' landing is provided where the driveway connects to the street and a five to 10 -foot landing is provided at the garage. 12. On the grading plan label the existing contours. 13. The retaining wall on Lot 2, Block 4 must be outside of the drainage and utility easement. 14. The temporary lift station must be located outside of the temporary cul-de-sac. 15. The developer must work with staff to ensure that the invert elevation is at or higher than the invert elevation established during the concept planning of the undeveloped parcel to the south. 16. On Sheet 18 modify Note 2 to state that 10' horizontal separation is required between water and sewer lines and modify Note 11 to state that sanitary sewer services shall be 6" diameter. 33 Chanhassen Planning Commission — June 7, 2016 • Environmental Resources: 1. Prior to any grading, the applicant shall install tree preservation fencing using metal stakes. The fencing shall be placed fencing at the grading limits. Tree #2524 shall be included in the fencing area rather than fenced separately. These protections shall remain in effect until construction is completed. 2. Signage identifying outlot natural areas will be posted at property corners on lots 1, 3-6, 8-9, 17, 18, block 1 and lots 1, 2, block 2 and lots 8, 9, block 3 and lot 1-2, block 4. Fire: 1. A 3 -foot clear space shall be maintained around fire hydrants. 2. Submit propose street names to Chanhassen Fire Marshal and Chanhassen Building Official for review and approval. 3. Street signs (temporary allowed) shall be installed prior to building permits being issued. Fire Marshal must approve signage. 4. Prior to combustible construction fire hydrants shall be made serviceable. 5. No burning permits will be issued for tree/brush removal. 6. Prior to combustible home construction fire apparatus access roads capable of supporting the weight of fire apparatus shall be made serviceable. 7. Additional fire hydrants will be required or relocated. Parks: 1. Full park dedication fees shall be collected per city ordinance in lieu of requiring parkland dedication; and 2. Dedication of an outlot adjacent to Lot 12, Block 5 and across the southern portion of Lot 5, Block 5 to accommodate future construction of a trail. 3. Planning, engineering and construction of two planned 10 -foot wide trail connections leading from two cul-de-sacs into the Fox Woods Preserve. 4. Planning, engineering and construction of a planned 10 -foot wide Highway 101 trail connection between the current trail terminus at the Bandimere Park Pedestrian Underpass and the northern terminus of the plat adjacent to and along Highway 101. 5. Trail right of ways within the subdivision shall be provided within outlots as a condition of the plat. Acquisition of trail easements outside of the plat shall be the responsibility of the City of Chanhassen. 6. The Developer shall be responsible for the installation and payment of the two planned 10 - foot wide trail connections leading from two cul-de-sacs into the Fox Woods Preserve. 34 Chanhassen Planning Commission — June 7, 2016 • 7. For those sections of the Hwy 101 trail situated north and south of their property boundaries, the Developer shall be reimbursed by the City of Chanhassen for the full cost of planning, engineering and construction of a planned 10 -foot wide Highway 101 trail connection between the current trail terminus at the Bandimere Park Pedestrian Underpass and the northern terminus of the plat along Highway 101. 8. For that section of the Highway 101 trail located within or adjacent to the Developer's project boundary, the applicant shall be reimbursed by the City for the cost of the aggregate base, trail surfacing, retaining walls and storm water systems utilized to construct the trail. This reimbursement payment shall be made upon completion and acceptance of the trail and receipt of an invoice documenting the actual costs for the construction materials noted. Labor and installation for the trail surface and design, and engineering and testing services for all components of the Developers section, are not reimbursable expenses. 9. All trails shall be 10 feet in width, surfaced with asphalt and constructed to meet city specifications. Water Resources Coordinator: 1. The model shall be modified to reflect the fact that current soil conditions and vegetative cover will have a lower bulk density and a higher infiltration rate than fully developed conditions. 2. The model must be modified to accurately reflect times of concentration for each drainage area. 3. In the absence of measured infiltration rates, the site should be modeled with conditions similar to what is anticipated given the soil survey and the proposed construction methodologies. 4. The wetlands cannot be used to meet rate control. Rate control must be achieved prior to discharge to any of the wetlands, MN DOT right-of-way or adjoining properties. S. The infiltration basin areas shall be protected from construction traffic and other construction related activities throughout the duration of the project. This shall be noted on the grading plan, in the SWPPP and shown with pre -construction gilt fence location. 6. The infiltration areas shall be graded last. The tributary area shall be graded and stabilized prior to excavation of the infiltration basins. 7. The mass grade phasing schedule shall include stripping and stockpiling of top soil material. 8. The grading and erosion plan shall include stockpile locations. 9. The SWPPP and erosion plan shall include topsoil quantities necessary to place six inches (6") on all disturbed areas to be re -vegetated. 10. A detailed planting schedule and plan shall be included for each infiltration basin. 11. Redundant perimeter controls are required for all disturbs soils draining to wetlands. This may be silt fence, biologs, wind -rows of salvaged and stockpiled topsoil or other as approved by the city. 12. The developer shall be responsible for procuring the NPDES construction permit and providing proof to the city prior to any land disturbing activities. 35 Chanhassen Planning Co• ission — June 7, 2016 • 13. The developer must meet the requirements of MN Rules Chapter 8420 and the Federal Clean Water Act. 14. The development shall meet the CUP conditions for the Bluff Creek Overlay District. 15. Signage will be required at every lot comer and angle point along the private lots adjacent to the wetlands not bound by the BCOD. These must be installed prior to selling the lot. 16. Any grading within wetland buffers must be restored with native vegetation. A planting schedule and vegetation maintenance plan of at least 3 years shall be provided to the city for review and approval. 17. The Storm Water Utility Connection Charge due at final plat is estimated to be $218,662.84 Conditional Use Permit: 1. Infiltration basin IB 1 located north of Lots 10, 11, 16 and 17 of block 1 shall be evaluated for methods to reduce tree loss. 2. The Bluff Creek Overlay District Boundaries shall be shown to be incidental with the boundaries of Outlots A and C. 3. Any grading within the Bluff Creek Overlay District must be restored with native vegetation. A planting schedule and vegetation maintenance plan of at least 3 years shall be provided to the city for review and approval. 4. Signage will be required at every lot comer and angle point along the private lots adjacent to the BCOD. The sign language shall be provided by the city and the signs shall be at the developer's expense. These signs shall be placed by the developer prior to selling any of the lots. All voted in favor and the motion carried unanimously with a vote of 6 to 0. Aller: And again I think as a whole the Planning Commission would thank the individuals who made their comments. I think they should be forwarded to the City Council with the Minutes and it would be our request that City Council and City staff take a look at this with the Park and Rec Commission for the best routes available. (The Planning Commission took a short recess at this point in the meeting.) APPROVAL OF MINUTES: Commissioner Madsen noted the verbatim and summary Minutes of the Planning Commission meeting dated May 17, 2016 as presented. COMMISSION PRESENTATIONS: None. ADMINISTRATIVE PRESENTATIONS. Aanenson: If you want to close the meeting we can close to that part. Aller: City Council action update. I understand there was nothing before the City Council and we can move to the future agenda items. 36 Chanhassen Planning Commission — June 7, 2016 • Aanenson: If you want to go through that really quick. I'll go through the future agenda items really quick. I apologize. Aller: That's okay. Aanenson: So on June 21" then we've got the Moon Valley IUP so that's, if you look at what we did on the 61 corridor part of that was looking at the reclamation, how that would look like in the future and so this Interim Use Permit will provide the grading plan. Kind of the, they submitted an overall grading plan but the continuation of how they're re-establisbing that. I don't know if any of you have been by there but there's been, Jill Sinclair, our Forester has been working with a group. They've been planting along that slope on that upper part of the Moon Valley site. There's trees going in up there to help maintain that up there so things are in good shape there. Carver Beach Road, another variance. That was actually a lot of record. That one they just want to move the house a little bit, a 5 foot variance from the street setback so they can meet the wetland setbacks so there's no house on there right now. And then Bandimere Park some grading out there in excess of our minimum administrative which I believe is 2,000 Alyson for grading permit? Over 1,000 for a grading permit? Fauske: 1,000. Aanenson: 1,000 so it's over 1,000 in that one. So that's what we have. July 5`s we do not have a meeting because it's after the 4d' of July and some people are traveling. It's hard to get a quorum and we're on clean up duty from the 4' of July. Aller: Awesome. I'll entertain a motion to adjourn. Aanenson: And we'll do the admin after that. Undestad moved, Madsen seconded to adjourn the meeting. All voted in favor and the motion carried unanimously with a vote of 6 to 0. The Planning Commission meeting was adjourned at 8:40 p.m. Submitted by Kate Aanenson Community Development Director Prepared by Nano Opheim 37 CITY OF CBANHASSEN 7700 Market Boulevard PC Box 147 Chanhassen, MN 55317 Administration Phone: 952.227.1100 Fax: 952.227.1110 Building Inspections Phone: 952.227.1180 Fax: 952.227.1190 Engineering Phone: 952.227.1160 Fax: 952.227.1170 Finance Phone: 952.227.1140 Fax: 952.2271110 Park & Recreation Phone: 952.227.1120 Fax 952.2271110 Recreation Center 2310 Coulter Boulevard Phone: 952.227.1400 Fax: 952.227.1404 Planning & Natural Resources Phone: 952.227.1130 Fax: 952.227.1110 Public Works 7901 Park Place Phone: 952.227.1300 Fax: 952.227.1310 Senior Center Phone: 952.227.1125 Fax: 952.227.1110 Website www.ci.chanhassen.mn.us ,r, MEMORANDUM TO: Todd Gerhardt, City Manager FROM: Bob Generous, Senior Planner DATE: July 25, 2016 �_ o SUBJ: Foxwood Final Plat, Development Contract, and Plans & Specifications — Planning Case #20t5--t8---AZ D It/ — I2, PROPOSED MOTION "Chanhassen City Council approves: 1. The final plat for Foxwood subject to the conditions of the staff report; 2. The development contract for Foxwood; and 3. The plans and specifications for Foxwood." Approval requires a simple majority vote of the City Council. PROPOSAL SUMMARY The applicant, Providence 55, LLC, is requesting final plat approval to create 46 lots, six outlots, and right-of-way for public streets for the property located 9150 and 9250 Great Plains Boulevard. On June 27, 2016, the Chanhassen City Council approved a Conditional Use Permit for development in the Bluff Creek Overlay District (BCOD), Rezoning from Agricultural Estate District (A-2) to Residential Low and Medium Density (RLM), and a 46 lot, six outlot and public right-of-way preliminary plat with variances for the use of a private street and a 20 -foot setback variance from the Bluff Creek Primary zone. SUBDIVISION REVIEW The applicant is creating 46 lots, six outlots and public right-of-way for city streets. Existing Conditions Survey The survey shows a 16.5 -foot -wide telephone easement through the center of the site. This easement must be vacated before the final plat is filed at Carver County. The well and septic system on the property must be properly abandoned. Label the contours on Sheet 2. Chanhassen is a Community for Life - Providing for Today and Planning for Tomorrow Foxwood Final Plat — Planning Case 2016-13 July 25, 2016 Page 2 of 17 Streets The development will construct Road A from TH 101 to the project limits. This street will ultimately extend to Powers Boulevard when the property to the south develops. The intersection of Road A at Highway 101 aligns with the entrance to Bandimere Park. Once Road A is installed the Parks Department should adjust the pavement markings at the Band mere Park entrance to identify a lane for vehicles that will not be making a tum at Highway 101. The final plat mylars must include the street names approved by the Fire Marshal A temporary cul-de-sac will be installed at the end of Road A. A nine -foot -high retaining wall is proposed along the east side of the retaining wall. The grading plan must be revised so that there is at least five feet from the edge of pavement to the retaining wall. A guard rail must be installed at the top of the retaining wall near the temporary cul-de-sac. The developer will grant a temporary easement for this cul-de-sac. When Road A is extended in the future the temporary cul-de-sac and the temporary lift station will be removed, and Road A and the sidewalk will be extended. The developer shall post a $33,750 escrow which is the estimated cost to perform this work. Any adjustments to the retaining wall on Lot 2, Block 4 resulting from the extension of Road A shall be home by the developer of the adjacent site. The streets shown in the plans are 31' wide within a 60 -foot wide right of way; cul-de-sacs are shown at 90' diameter within a 120' right of way. The developer will install a private street to the two existing homes at 9250 Great Plains Blvd (Lot 5, Block 5) and 9350 Great Plains Blvd. The private street will extend from Road A within Outlot B and must be built to a 7 -ton design. The owners of 9250 and 9350 Great Plains Boulevard will own Outlot B. The developer must acquire the necessary permission for off-site work at 9350 Great Plains Boulevard before that property's driveway is realigned. Once the private street within Outlot B is paved with the base course the developer must remove the existing driveway from Highway 101 to 9250 and 9350 Great Plains Boulevard. Pedestrian curb ramps from the sidewalks to the street must be ADA -compliant. Barricades must be installed where the sidewalk ends on the south end of Road A. Grading and Drainage The applicant proposes to mass grade the site. The site contains three wetlands- Wetlands Ip, 2p, and Wetland 2- where the wetlands are higher than the adjacent homes. Wetland 3p is part of the Wetland 1p/2p complex and is approximately the same elevation of one of the proposed adjacent homes. Section 18-40 (4) d. 2. i. requires a three-foot separation between the water elevation and the adjacent low floor elevation. The building pad for Lot 4, Block 1 is 50' from Wetland 3p and the low floor elevation is approximately 7 feet below the wetland elevation. Similarly, Lot 18, Foxwood Final Plat — Planning Case 2016-13 July 25, 2016 Page 3 of 17 Block 1 is approximately 60' from Wetland 2, and the lowest floor elevation is 5.5' lower than the wetland. The developer performed additional soils analysis and monitoring at these sites and there is no evidence of an elevated groundwater elevation. If groundwater is encountered during construction the low floor elevation of the homes must be adjusted accordingly. An oversized drainage and utility easement is required at the back of Lot 1, Block 6 as this area conveys drainage from the adjacent parcel. Staff recommends that the 916' contour extend into the drainageway to create a swale versus the sheet drainage pattern that is currently shown; it has been staff s experience that landscaping/hardscaping/etc. on the downstream parcel tends to impede sheet drainage. Per Section 18-40 (4) d. 2. v. a drain tile service is required for Lots 14 Block 5, Lot 6 Block 5; and Lots 1-3 Block 6 as these lots are proposed to drain from the back of the lot towards the street. Prior to commencing site grading the grading plan must be revised to eliminate the flat area and low spot at the back of Lot 3, Block 6. Retaining walls The plans identify 10 retaining walls that are proposed to be constructed with the project Location Maximum Length Height Lot 1, Block 1 3' 52' Lot 2, Block 1 3' 70' Lot 6, Block 1 3' 85' Side yard Lot 6, Block 1 8' 107' Back yard Lot 17, Block 4' 70' 1 Location Maximum Length Height Lot 5, 6' 60' Block 3 Lot 2, 9. 175' Block 4 Lot 7, 4' 35' Block 5 Lot 10, 4.5' 60' Block 5 Lot 11, 4' 65' Block 5 Foxwood Final Plat — Planning Case 2016-13 July 25, 2016 Page 4 of 17 Utilities This site lies within the service area of a future, permanent lift station that will be located on Powers Boulevard between Highway 212 and Pioneer Trail as shown on the map below. The City will not reimburse for the cost of the temporary lift station and force main that will service Foxwood as the developer has elected to proceed with developing the site prior to installation of the City's trunk lift station and force main. _ -- Future force main • Subject property - Future permanent lift station The cost of the trunk lift station and force main will be assessed to the properties that will be serviced by the system. Staff has mapped the service area and determined the net benefitting area. At the July 11' council meeting a report was presented recommending a fee structure for these utilities. The fee for the Foxwood development is $48,725.04 (46 units x $1,059.24/unit). The temporary lift station will be installed at the southern end of Road A and must be located outside of the temporary cul-de-sac. The temporary force main will connect to the existing gravity sanitary sewer on the south side of Lyman Boulevard at Crossroads Boulevard. These temporary utilities will remain until the property to the south develops and extends gravity sanitary sewer to the site. The developer must submit a $10,000 escrow with the development contract; this escrow will be used for the removal of the temporary lift station when Road A is extended and the lift station at Powers Boulevard and TH 212 is installed. The developer proposes to extend 12" trunk water main from the 12" hunk main within TH 101. The water main will be stubbed at the temporary cul-de-sac and will be looped to 16" trunk main within Powers Boulevard when the property to the south develops. A pressure reducing valve (PRV) is required at the intersection of Highway 101 and Road A. The City will reimburse the Foxwood Final Plat — Planning Case 2016-13 July 25, 2016 Page 5 of 17 developer for oversizing the water main from an eight -inch lateral to a 12" trunk water main and for the PRV. The estimated cost for the oversizing and the PRV is $13,000 and $10,000, respectively. On Sheet 18 modify Note 2 to state that 10' horizontal separation is required between water and sewer lines. Permits At this time staff has determined that the developer must contact the following agencies for permits: a) Minnesota Department of Health for the water main. b) Minnesota Pollution Control Agency for the sanitary sewer system. c) Minnesota Pollution Control Agency for the NPDES storm water permit. d) Minnesota Department of Transportation for a Work in Right of Way permit for the force main installation and trail construction. e) Minnesota Department of Transportation for a drainage permit. f) City of Chanhassen for building permits. CSIi7uA 1lrV1a7 X "4 A 11 y 35 Lot Area Lot Lot %Maximum Site Notes (sq. ft.) Width Depth Coverage (sq. ft. Single -Family Detached Code (RLN) 9,000 50 110 3,150 Housing Block 1 Lot 1 12,600 90 140 4,410 Wetland Lot 2 15,147 100 130 5,301 Comer lot Cul-de-sac, show 10' Lot 3 16,091 85 130 5,632 side setbacks, Wetland Cul-de-sac, wetland, Lot 4 14,525 85 123 5,084 show 30' front Cul-de-sac, wetland, Lot 5 15,123 85 118 5,293 show 30' front Cul-de-sac, wetland, Lot 6 14,718 85 118 5,151 show 30' front Comer lot, wetland, Lot 7 17,581 103 146 6,153 show 30' front Lot 8 11,739 90 121 4,109 1 Wetland Foxwood Final Plat - Planning Case 2016-13 July 25, 2016 Page 6 of 17 Lot 9 12,799 90 126 4,480 Wetland Lot 10 14,240 90 130 4,984 Wetland, show 10' side setbacks Lot 11 15,306 90 132 5,357 Lot 12 11,688 92 123 4,091 Lot 13 14,974 103 127 5,241 Corner lot Lot 14 12,133 120 127 4,247 Lot 15 11,980 102 196 4,193 Lot 16 18,390 72 139 6,437 Cul-de-sac, show 30' front setback Lot 17 17,136 82 218 5,998 Cul-de-sac, Wetland, show 40' front setback shown Lot 18 15,244 106 202 5,335 Cul-de-sac, Wetland Block 2 Lot 1 12,599 110 124 4,410 Comer lot, Wetland Lot 2 11,652 91 133 4,078 Wetland, show 10' side setbacks Block 3 Lot 1 13,500 90 150 4,725 Lot 2 15,253 128 121 5,339 Show 10' side setbacks Lot 3 17,814 106 139 6,235 Corner lot Lot 4 11,430 90 127 4,001 Lot 5 12,958 116 127 4,535 Lot 6 13,843 116 145 4,845 Lot 7 16,669 88 150 5,834 Shows 30' front setback Lot 8 19,487 86 143 6,820 Cul-de-sac, Wetland Lot 9 17,911 91 158 6,269 Cul-de-sac, Wetland Block 4 Lot 1 13,255 135 133 4,639 Wetland Lot 2 12,340 125 130 1 4,319 Wetland Block 5 Lot 1 14,995 107 145 5,248 Wetland, Adjacent to private street Lot 2 11,200 81 132 3,920 Wetland Lot 12,105 108 132 4,237 Wetland Lot 4 14,557 158 130 5,095 Wetland Lot 5 # 120,342 216 507 42,120 Wetland, Paulsen residence Lot 6 13,634 100 130 4,772 Wetland Lot 7 12,096 85 136 4,091 Lot 8 13,598 82 153 4,759 Lot 9 15,699 82 179 5,495 Lot 10 15,214 100 204 5,325 Lot 11 16,829 82 204 5,890 Lot 12 13,683 90 151 4,789 Wetland Foxwood Final Plat — Planning Case 2016-13 July 25, 2016 Page 7 of 17 Block 6 Lot 1 21,204 122 177 7,421 Corner lot90 Lot 2 16,551 90 182 5,793 Lot 3 17,317 113 186 6,061 Adjacent to private street Oudot A 531,348 12.2 ac., Open Space/Wetland, Bluff Creek Primary Zone Outlot B 5,531 0.13 ac., Private Street Oudot C 58,500 1.34 ac., Open Space/Wetland Outlot D 243,114 5.58 ac.,Open Space /Wetland Oudot E 68,876 1.58 ac., Open Space/Wetland Oudot F 6,602 0.15 ac., Open Space/Wetland ROW 203,861 4.68 acres Average Lot Size # 15,321 #Excludes Lot 5, Block 5 Total 1,896,980 43.55 Acres @ 90 feet at the building setback line. Setbacks: RSF: front -30 -ft., side -10 -ft., rear -30 -ft., wetland buffer -20 ft., buffer setback -30 ft. Bard Cover: 25% DEVELOPMENT CONTRACT FOR GRADING PURPOSES The City Wetland Alteration Permit (WAP) and the State Wetland Conservation Act (WCA) replacement plan process required for this development is in process, therefore Council approval of the final plat, development contract, et cetera is conditioned upon approval of the WAP and WCA replacement plan. In general, the grading plan is complete and staff does not foresee any issues with the plan. Staff recommends that the Council approve a Development Contract for Grading Purposes be issued so that site grading can commence. One of the conditions of the Development Contract for Grading Purposes is that wetlands cannot be altered unless the necessary WAP and WCA approvals are granted. DEVELOPMENT CONTRACT The attached development contract incorporates the conditions of approval for the final plat and construction plans and specifications. A $2,177,546.80 financial security is required to guarantee compliance with the terms of the development contract relating to site grading, the installation of public streets and utilities, one-year of public street light operating costs, engineering, surveying, inspection, landscaping and topsoil. The cash fees for this project total $616,624.04. The City will reimburse the developer for the trunk water main oversizing and for the pressure reducing valve. Foxwood Final Plat — Planning Case 2016-13 July 25, 2016 Page 8 of 17 PLANS & SPECIFICATIONS The developer has submitted construction plans for the project. The plans are generally in compliance; staff recommends that the council approve the plans and specifications for the project conditioned upon the developer's engineer working with staff to make the necessary changes. REVIEW CONDITIONS OF APPROVAL Buildine: 1. Final grading plans and soil reports must be submitted to the Inspections Division before building permits will be issued. *This condition still applies. 2. Buildings may be required to be designed by an architect and/or engineer as determined by the Building Official. *This condition still applies. 3. Engineered design and building permits are required for retaining walls exceeding four feet in height. *This condition still applies. 4. Each lot must be provided with a separate sewer and water service. *This condition still applies. 5. Demolition permits must be obtained before demolishing any structures. *This condition still applies. 6. Proper removal, abandonment or sealing of storage tanks, on-site septic systems, wells, etc. is required. Permits are required, as applicable. *This condition still applies. 7. If applicable, existing home(s) affected by the new street will require address changes. *This condition still applies. 8. Provide a 1:200 "clean" plat drawing. *This condition still applies. En ing� eering: 1. The 16.5' wide telephone easement must be vacated before the City Council considers final plat approval. * This condition has been modified: The 16.5' wide telephone easement through the site must be vacated before the final plat is filed at Carver County. 2. The well on the property must be properly abandoned. *This condition has been modified: The well and septic system on the property must be properly abandoned before a building permit is issued. 3. Label the contours on Sheet 2 of the Existing Conditions Survey. *This condition still applies. 4. The grading plan must be revised to eliminate the 3H:1 V slope within the temporary cul-de- sac. * This condition has been modified. Prior to commencement of site grading the grading plan must be revised so that there is at least five feet from the edge of the temporary cul-de-sac to the retaining wall. Foxwood Final Plat — Planning Case 2016-13 July 25, 2016 Page 9 of 17 5. The developer shall dedicate an easement over the temporary cul-de-sac; the easement exhibit shall be submitted with the final plat application. *This condition no longer applies. 6. The private street within Outlot B and must be built to a 7 -ton design. *This condition still applies. 7. Pedestrian curb ramps from the sidewalks to the street are required must be ADA -compliant. *This condition has been modified: Pedestrian curb ramps from the sidewalks to the street must be ADA -compliant. 8. The developer will install shallow monitoring wells or piezometers in the area of Lots 1-4, Block 5 and Lot 18, Block 1. Water elevations shall be monitored for a minimum of four weeks during a time when seasonally high water table would be expected. *This condition has been modified: If groundwater is encountered during construction, the low floor elevation of the homes must be adjusted accordingly. 9. An oversized drainage and utility easement is required at the back of Lot 1, Block 6 as this area conveys drainage from the adjacent parcel. Staff recommends that the 916' contour extend into the drainageway to create a swale versus the sheet drainage pattern that is currently shown; it has been staff s experience that landscaping/hardscaping/etc. on the downstream parcel tends to impede sheet drainage. *This condition has been modified: The final plat must include an oversized drainage and utility easement at the back of Lot 1, Block 6 to encompass the drainage swale. 10. Per Section 18-40 (4) d. 2. v. a drain tile service is required for Lots 1-4 Block 5, Lot 6 Block 5; and Lots 1-3 Block 6 as these lots are proposed to drain from the back of the lot towards the street. *This condition still applies. 11. The developer's engineer shall ensure that the maximum driveway grades shown on the plan are calculated such that a 10' landing is provided where the driveway connects to the street and a five to 10 -foot landing is provided at the garage. *This condition no longer applies. 12. On the grading plan label the existing contours. *This condition still applies. 13. The retaining wall on Lot 2, Block 4 must be outside of the drainage and utility easement. *This condition no longer applies. 14. The temporary lift station must be located outside of the temporary cul-de-sac. This condition no longer applies. 15. The developer must work with staff to ensure that the invert elevation is at or higher than the invert elevation established during the concept planning of the undeveloped parcel to the south. * This condition no longer applies. 16. On Sheet 18 modify Note 2 to state that 10' horizontal separation is required between water and sewer lines and modify Note 11 to state that sanitary sewer services shall be 6" diameter. *This condition has been modified. On Sheet 18 modify Note 2 to state that 10' horizontal separation is required between water and sewer lines. Foxwood Final Plat — Planning Case 2016-13 July 25, 2016 Page 10 of 17 In addition, based on review of the final plat construction documents, staff recommends the following conditions be added: 1. The final plat mylars must include the street names approved by the Fire Marshal. 2. A guard rail must be installed at the top of the retaining wall near the temporary cul- de-sac. 3. The developer shall post a $33,750 escrow to be used towards the removal of the temporary cul-de-sac at the end of Road A, extending Road A to the property line and extending the sidewalk to the property line. 4. Outlot B shall be deeded to the owners of 9250 and 9350 Great Plains Boulevard. 5. The developer must acquire the necessary permission for off-site work at 9350 Great Plains Boulevard before that property's driveway is realigned. 6. Once the private street within Outlot B is paved with the base course the developer must remove the existing driveway from Highway 101 to 9250 and 9350 Great Plains Boulevard. 7. Barricades must be installed where the sidewalk ends on the south end of Road A. 8. The developer shall pay $48,725.04 for the development's portion of the cost of Lift Station 32. 9. The developer must submit a $10,000 escrow with the development contract; this escrow will be used for the removal of the temporary lift station when Road A is extended and the lift station at Powers Boulevard and TH 212 is installed. 10. The City will reimburse the developer for the cost of oversizing the water main from an eight -inch lateral to a 12" trunk main and for the pressure reducing valve. Environmental Resources: I . Prior to any grading, the applicant shall install tree preservation fencing using metal stakes. The fencing shall be placed fencing at the grading limits. Tree #2524 shall be included in the fencing area rather than fenced separately. These protections shall remain in effect until construction is completed. *This condition still applies. 2. Signage identifying outlot natural areas will be posted at property comers on lots 1, 3-6, 8-9, 17, 18, block 1 and lots 1, 2, block 2 and lots 8, 9, block 3 and lot 1-2, block 4. This condition shall be modified to read: Signage identifying outlot natural areas will be posted at property comers and angle point on lots 1, 3-6, 8-9, 11, 17-18, block 1 and lots 1, 2, block 2 and lots 8, 9, block 3 and lot 1-2, block 4 and lots 4 and 6, block 5. These must be installed prior to selling the lot. Foxwood Final Plat — Planning Case 2016-13 July 25, 2016 Page 11 of 17 Fire: 1. A 3 -foot clear space shall be maintained around fire hydrants. *This condition still applies. 2. Submit propose street names to Chanhassen Fire Marshal and Chanhassen Building Official for review and approval. *This condition still applies. 3. Street signs (temporary allowed) shall be installed prior to building permits being issued. Fire Marshal must approve signage. *This condition still applies. 4. Prior to combustible construction fire hydrants shall be made serviceable. *This condition still applies. 5. No burning permits will be issued for tree/brush removal. *This condition still applies. 6. Prior to combustible home construction fire apparatus access roads capable of supporting the weight of fire apparatus shall be made serviceable. *This condition still applies. 7. Additional fire hydrants will be required or relocated. *This condition has been met. Parks: 1. Full park dedication fees shall be collected per city ordinance in lieu of requiring parkland dedication. *This condition still applies. 2. Dedication of an outlot adjacent to Lot 12, Block 5 and across the southern portion of Lot 5, Block 5 to accommodate future construction of a trail. *This condition still applies. 3. Planning, engineering and construction of two planned 10 -foot wide trail connections leading from two cul-de-sacs into the Fox Woods Preserve. *This condition still applies. 4. Planning, engineering and construction of a planned 10 -foot wide Highway 101 trail connection between the current trail terminus at the Bandimere Park Pedestrian Underpass and the northern terminus of the plat adjacent to and along Highway 101. *This condition still applies. 5. Trail right of ways within the subdivision shall be provided within outlots as a condition of the plat. Acquisition of trail easements outside of the plat shall be the responsibility of the City of Chanhassen. *This condition still applies. 6. The Developer shall be responsible for the installation and payment of the two planned 10 - foot wide trail connections leading from two cul-de-sacs into the Fox Woods Preserve. *This condition still applies. 7. For those sections of the Hwy 101 trail situated north and south of their property boundaries, the Developer shall be reimbursed by the City of Chanhassen for the full cost of planning, engineering and construction of a planned 10 -foot wide Highway 101 trail connection between the current trail terminus at the Bandimere Park Pedestrian Underpass and the northern terminus of the plat along Highway 101. *This condition still applies. Foxwood Final Plat — Planning Case 2016-13 July 25, 2016 Page 12 of 17 8. For that section of the Highway 101 trail located within or adjacent to the Developer's project boundary, the applicant shall be reimbursed by the City for the cost of the aggregate base, trail surfacing, retaining walls and storm water systems utilized to construct the trail. This reimbursement payment shall be made upon completion and acceptance of the trail and receipt of an invoice documenting the actual costs for the construction materials noted. Labor and installation for the trail surface and design, and engineering and testing services for all components of the Developers section, are not reimbursable expenses. *This condition still applies. 9. All trails shall be 10 feet in width, surfaced with asphalt and constructed to meet city specifications. *This condition still applies. 10. The granting of a permanent 20 foot wide trail easement across the rear of lots 8 and 9, Block 3. *This condition still applies. Water Resources Coordinator: 1. The model shall be modified to reflect the fact that current soil conditions and vegetative cover will have a lower bulk density and a higher infiltration rate than fully developed conditions. *This condition has been met. 2. The model must be modified to accurately reflect times of concentration for each drainage area. *This condition has been met. 3. In the absence of measured infiltration rates, the site should be modeled with conditions similar to what is anticipated given the soil survey and the proposed construction methodologies. *This condition has been met. 4. The wetlands cannot be used to meet rate control. Rate control must be achieved prior to discharge to any of the wetlands, MN DOT right-of-way or adjoining properties. *This condition still applies. 5. The infiltration basin areas shall be protected from construction traffic and other construction related activities throughout the duration of the project. This shall be noted on the grading plan, in the SWPPP and shown with pre -construction silt fence location. *This condition still applies. 6. The infiltration areas shall be graded last. The tributary area shall be graded and stabilized prior to excavation of the infiltration basins. *This condition still applies. 7. The mass grade phasing schedule shall include stripping and stockpiling of top soil material. *This condition still applies. 8. The grading and erosion plan shall include stockpile locations. *This condition still applies. 9. The SWPPP and erosion plan shall include topsoil quantities necessary to place six inches (6") on all disturbed areas to be re -vegetated. *This condition has been met. 10. A detailed planting schedule and plan shall be included for each infiltration basin. *This condition still applies. Foxwood Final Plat — Planning Case 2016-13 July 25, 2016 Page 13 of 17 11. Redundant perimeter controls are required for all disturbs soils draining to wetlands. This may be silt fence, biologs, wind -rows of salvaged and stockpiled topsoil or other as approved by the city. *This condition has been met. 12. The developer shall be responsible for procuring the NPDES construction permit and providing proof to the city prior to any land disturbing activities. *This condition still applies. 13. The developer must meet the requirements of MN Rules Chapter 8420 and the Federal Clean Water Act. *This condition has been met. 14. The development shall meet the CUP conditions for the Bluff Creek Overlay District. *This condition still applies. 15. Signage will be required at every lot corner and angle point along the private lots adjacent to the wetlands not bound by the BCOD. These must be installed prior to selling the lot. *This condition still applies. 16. Any grading within wetland buffers must be restored with native vegetation. A planting schedule and vegetation maintenance plan of at least 3 years shall be provided to the city for review and approval. *This condition still applies. 17. The Storm Water Utility Connection Charge due at final plat is estimated to be $218,662.84 *This conditions shall be modified as follows: The Storm Water Utility Connection Charge due at final plat is $90,580.00. estimated te be $218,662.84 RECOMMENDATION Staff recommends approval of the final plat, development contract and plans and specifications prepared by Alliant Engineering dated June 28, 2016 for Foxwood subject to the following conditions: Building: 1. Final grading plans and soil reports must be submitted to the Inspections Division before building permits will be issued. 2. Buildings may be required to be designed by an architect and/or engineer as determined by the Building Official. 3. Engineered design and building permits are required for retaining walls exceeding four feet in height. 4. Each lot must be provided with a separate sewer and water service. 5. Demolition permits must be obtained before demolishing any structures. Proper removal, abandonment or sealing of storage tanks, on-site septic systems, wells, etc. is required. Permits are required, as applicable. Foxwood Final Plat — Planning Case 2016-13 July 25, 2016 Page 14 of 17 6. If applicable, existing home(s) affected by the new street will require address changes. 7. Provide a 1:200 "clean" plat drawing. Engineering: 1. The 16.5' wide telephone easement through the site must be vacated before the final plat is filed at Carver County. 2. The well and septic system on the property must be properly abandoned before a building permit is issued. 3. Label the contours on Sheet 2 of the Existing Conditions Survey. 4. Prior to commencement of site grading the grading plan must be revised so that there is at least five feet from the edge of the temporary cul-de-sac to the retaining wall. 5. The developer shall dedicate an easement over the temporary cul-de-sac; the easement exhibit shall be submitted with the final plat application. 6. The private street within Outlot B and must be built to a 7 -ton design. 7. Pedestrian curb ramps from the sidewalks to the street must be ADA -compliant. 8. If groundwater is encountered during construction, the low floor elevation of the homes must be adjusted accordingly. 9. The final plat must include an oversized drainage and utility easement at the back of Lot 1, Block 6 to encompass the drainage swale. 10. Per Section 18-40 (4) d. 2. v. a drain tile service is required for Lots 1-4 Block 5, Lot 6 Block 5; and Lots 1-3 Block 6 as these lots are proposed to drain from the back of the lot towards the street. I 1.On the grading plan label the existing contours. 12. On Sheet 18 modify Note 2 to state that 10' horizontal separation is required between water and sewer lines. 13. The final plat mylars must include the street names approved by the Fire Marshal. 14. A guard rail must be installed at the top of the retaining wall near the temporary cul-de-sac. 15. The developer shall post a $33,750 escrow to be used towards the removal of the temporary cul-de-sac at the end of Road A, extending Road A to the property line and extending the sidewalk to the property line. 16.Outlot B shall be deeded to the owners of 9250 and 9350 Great Plains Boulevard. Foxwood Final Plat — Planning Case 2016-13 July 25, 2016 Page 15 of 17 17. The developer must acquire the necessary permission for off-site work at 9350 Great Plains Boulevard before that property's driveway is realigned. 18. Once the private street within Outlot B is paved with the base course the developer must remove the existing driveway from Highway 101 to 9250 and 9350 Great Plains Boulevard. 19. Barricades must be installed where the sidewalk ends on the south end of Road A. 20. The developer shall pay $48,725.04 for the development's portion of the cost of Lift Station 32. 21. The developer must submit a $10,000 escrow with the development contract; this escrow will be used for the removal of the temporary lift station when Road A is extended and the lift station at Powers Boulevard and TH 212 is installed. 22. The City will reimburse the developer for the cost of oversizing the water main from an eight -inch lateral to a 12" trunk main and for the pressure reducing valve. Environmental Resources: Prior to any grading, the applicant shall install tree preservation fencing using metal stakes. The fencing shall be placed fencing at the grading limits. Tree #2524 shall be included in the fencing area rather than fenced separately. These protections shall remain in effect until construction is completed. 2. Signage identifying outlot natural areas will be posted at property corners and angle point on lots 1, 3-6, 8-9, 11, 17-18, block 1 and lots 1, 2, block 2 and lots 8, 9, block 3 and lot 1-2, block 4 and lots 4 and 6, block 5. These must be installed prior to selling the lot. Fire: 1. A 3 -foot clear space shall be maintained around fire hydrants. 2. Submit propose street names to Chanhassen Fire Marshal and Chanhassen Building Official for review and approval. 3. Street signs (temporary allowed) shall be installed prior to building permits being issued. Fire Marshal must approve signage. 4. Prior to combustible construction fire hydrants shall be made serviceable. 5. No burning permits will be issued for treelbrush removal. 6. Prior to combustible home construction fire apparatus access roads capable of supporting the weight of fire apparatus shall be made serviceable. Foxwood Final Plat — Planning Case 2016-13 July 25, 2016 Page 16 of 17 Parks: 1. Full park dedication fees shall be collected per city ordinance in lieu of requiring parkland dedication. 2. Dedication of an outlot adjacent to Lot 12, Block 5 and across the southern portion of Lot 5, Block 5 to accommodate future construction of a trail. 3. Planning, engineering and construction of two planned 10 -foot wide trail connections leading from two cul-de-sacs into the Fox Woods Preserve. 4. Planning, engineering and construction of a planned 10 -foot wide Highway 101 trail connection between the current trail terminus at the Bandimere Park Pedestrian Underpass and the northern terminus of the plat adjacent to and along Highway 101. 5. Trail right of ways within the subdivision shall be provided within outlots as a condition of the plat. Acquisition of trail easements outside of the plat shall be the responsibility of the City of Chanhassen. 6. The Developer shall be responsible for the installation and payment of the two planned 10 - foot wide trail connections leading from two cul-de-sacs into the Fox Woods Preserve. 7. For those sections of the Hwy 101 trail situated north and south of their property boundaries, the Developer shall be reimbursed by the City of Chanhassen for the full cost of planning, engineering and construction of a planned 10 -foot wide Highway 101 trail connection between the current trail terminus at the Bandimere Park Pedestrian Underpass and the northern terminus of the plat along Highway 101. 8. For that section of the Highway 101 trail located within or adjacent to the Developer's project boundary, the applicant shall be reimbursed by the City for the cost of the aggregate base, trail surfacing, retaining walls and storm water systems utilized to construct the trail. This reimbursement payment shall be made upon completion and acceptance of the trail and receipt of an invoice documenting the actual costs for the construction materials noted. Labor and installation for the trail surface and design, and engineering and testing services for all components of the Developers section, are not reimbursable expenses. 9. All trails shall be 10 feet in width, surfaced with asphalt and constructed to meet city specifications. 10. The granting of a permanent 20 foot wide trail easement across the rear of lots 8 and 9, Block 3. Foxwood Final Plat — Planning Case 2016-13 July 25, 2016 Page 17 of 17 Water Resources Coordinator: 1. The wetlands cannot be used to meet rate control. Rate control must be achieved prior to discharge to any of the wetlands, MN DOT right-of-way or adjoining properties. 2. The infiltration basin areas shall be protected from construction traffic and other construction related activities throughout the duration of the project. This shall be noted on the grading plan, in the SWPPP and shown with pre -construction silt fence location. 3. The infiltration areas shall be graded last. The tributary area shall be graded and stabilized prior to excavation of the infiltration basins. 4. The mass grade phasing schedule shall include stripping and stockpiling of top soil material. 5. The grading and erosion plan shall include stockpile locations. 6. A detailed planting schedule and plan shall be included for each infiltration basin. 7. The developer shall be responsible for procuring the NPDES construction permit and providing proof to the city prior to any land disturbing activities. 8. The development shall meet the CUP conditions for the Bluff Creek Overlay District. 9. Signage will be required at every lot comer and angle point along the private lots adjacent to the wetlands not bound by the BCOD. These must be installed prior to selling the lot. 10. Any grading within wetland buffers must be restored with native vegetation. A planting schedule and vegetation maintenance plan of at least 3 years shall be provided to the city for review and approval. 11. The Storm Water Utility Connection Charge due at final plat is $90,580.00. 12. The City Wetland Alteration Permit (WAP) and the State Wetland Conservation Act (WCA) replacement plan process required for this development is in process, therefore Council approval of the final plat, development contract, et cetera is conditioned upon approval of the WAP and WCA replacement plan ATTACHMENTS 1. Reduced Copy Final Plat. 2. Development Contract. — Grading 3. Development Contract — Developer Installed Improvements 4. Grant of Temporary Easement FOXWOOD e..w.....M_w, e...q...NN.._ n_ N��rwRuuewwnr eetwNw meMiNgRwnve�ennubn ee�:�:. 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MeeYYM1 mmn. umiwew Pw+ewn ywRwvmn Mn N yne;laNgea uc xu.nw, GM+ee.e W nnnwvnlWee ..M..N.M.�.MM.- W CLm�.wrevgw� lN1MYlMRMNML nawawlxao n mrwpW puohpCvgsnM+.vnwena••rregnwawn �Mw N wgmm�ue+NupuwgpN.r�YNM.emurwN. orcvna oeacwnwen MirM pne, I��R._wNLeM+ M �e.Mo.MM�'�q..�n ..«Mnew Nw Rp N.mmwe.m.Lw..+eN W qu.cvrer.uanlnru. en iiwgyaRe.gn Mwem'gmo.wunnM nen eea u.w F ALLIANT FOXWOOD I� I I a 1 m III�.JE 8 �' i IJk I Yj l``r/ I '[iNFAT VlAW9 NW./ $ sesa• c �i�'nl• 1 g�El 11 •� i rC� 6 x ,s""_&r{ ili-��8d'9.i< I� •wrn I _ J) -'n. I� a /./'•Ff �.T 10 . uiw A 1w to �-0"as r 1tu iR i°'I��«r.jt,. 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WTLOTF 9!if — Ywver "�` A 1 aw -r��iis 1� fir, «w I �s•r SEW oe � I iS y 'P ��+13�-iu 1 IiwS n..• 1 i�•/``!`_ II 11 %I l it P II �ilf I19 f0 I w� ILQ -.fJ WM me z.l/MN sic SeYq'xx'w zl rs i nIDa•IEx1X �o ,v rIPV ••.n•. �tl « �9%I' �R- I w.m D �� � y � I kn•• w 19�x� nd anexera an mvN Eve u ° m o•..I n,.. . rm 1 YI IdtN( I ALLIANT FOXWOOD wuwnewovlem I i uewexxma� I 1 I —I 1� I� 1� p II II wwo erw,w.w.wrowwn. roto Z� sc41 ix rt[r r. 114 x. z rs e rrtxir2M xwwc or aYraSx'w ...,exe,r�wr ms a n.•� ALLUeNT CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA FOXWOOD DEVELOPMENT CONTRACT FOR GRADING PURPOSES CITY OF CHANHASSEN DEVELOPMENT CONTRACT FOR GRADING PURPOSES FOXWOOD AGREEMENT dated JULY 25, 2016 by and between the CITY OF CHANHASSEN, a Minnesota municipal corporation (the "City"), and, Foxwood, LLC, a Minnesota limited liability company, (the "Developer"). 1. Development Plans. The plan shall be developed in accordance with the following plans: Grading Plan and Storm Water Pollution Prevention Plan (SWPPP) approved July 25, 2016, prepared by Alliant Engineering. 2. Security. To guarantee compliance with the plans the Developer shall famish the City with a letter of credit in the form attached hereto, from a bank acceptable to the City, or cash escrow ("security") for $61,710.00, which is 1101/o of the estimated erosion control and pond excavation costs. The City may draw down the security, without notice, for any violation of the terms of this Contract. If the security is drawn down, the draw shall be used to cure the default. 3. Notice. Required notices to the Developer shall be in writing, and shall be either hand delivered to the Developer, its employees or agents, or mailed to the Developer by registered mail at the following address: Bill Coffman Foxwood, LLC 1000 Boone Avenue North, Suite 400 Golden Valley, MN 55427 Phone: 612-202-0692 Notices to the City shall be in writing and shall be either hand delivered to the City Manager, or mailed to the City by certified mail in care of the City Manager at the following address: Chanhassen City Hall 7700 Market Boulevard P.O. Box 147 Chanhassen, Minnesota 55317 Telephone: (952) 227-1100 FI 4. Other Special Conditions. a) No grading is allowed within wetland areas until the City Wetland Alteration Permit (WAP) and the State Wetland Conservation Act (WCA) replacement plan are approved. b) The infiltration basin areas shall be protected from construction traffic and other construction related activities throughout the duration of the project. This shall be noted on the grading plan, in the SWPPP and shown with pre -construction silt fence location. c) The infiltration areas shall be graded last. The tributary area shall be graded and stabilized prior to excavation of the infiltration basins. d) The mass grade phasing schedule shall include stripping and stockpiling of top soil material. e) The grading and erosion plan shall include stockpile locations. The developer shall be responsible for procuring the NPDES construction permit and providing proof to the city prior to any land disturbing activities. [Remainder of page intentionally left blank] 2 CITY OF CHANHASSEN Iia (SEAL) Denny Laufenburger, Mayor Todd Gerhardt, City Manager FOXWOOD, LLC: "V STATE OF MINNESOTA ) (ss. COUNTY OF CARVER ) Tyler Wenkus, Chief Manager The foregoing instrument was acknowledged before me this day of 2016, by Denny Laufenburger, Mayor, and by Todd Gerhardt, City Manager, of the City of Chanhassen, a Minnesota municipal corporation, on behalf of the corporation and pursuant to the authority granted by its City Council. NOTARY PUBLIC STATE OF MINNESOTA ) (ss. COUNTY OF ) The foregoing instrument was acknowledged before me this day of , 2016, by Tyler Wenkus, Chief Manager of Foxwood, LLC, a Minnesota limited liability company, on behalf of the company. NOTARY PUBLIC DRAFTED BY: City of Chanhassen 7700 Market Boulevard P.O. Box 147 Chanhassen, MN 55317 (952)227-1100 EXHIBIT "A" TO DEVELOPMENT CONTRACT LEGAL DESCRIPTION OF SUBJECT PROPERTY: The East Haff of the East Hall of the South Hall of the Southeast Quarter, and the Southeast Quarter of the Northeast Quarter of the Southeast Quarter, all In Section 23, Township 116. Range 23, Carver County, Minnesota. And also that part of the North Half of the Southwest Quarter of Section 24. Township 116, Range 23. Carver County, Minnesota. lying southerly of the north 730.00 feet as measured along westerly line thereof and tying westerly of the centerline o1 Slate Highway No. 101, the centerline of which Is described as follows: Beginning at a point on the North line of the Southwest Quarter of Section 24, Township 116, Range 23, a distance of 63252 feet east of the Northwest comer of said Southwest Quarter, the bearing of the North line of the Southwest Quarter Is assumed to be South 88 degrees 46 minutes 29 seconds East, thence South 4 degrees 24 minutes 47 seconds West a distance of 413.72 feet thence on a tangential curve. concave to the east having a central ends of 11 degrees 38 minutes 21 seconds and a radius of 196229 feet a distance of 398.62 feet. thence South 7 degrees 13 minutes 34 seconds East tangent to the last described curve, a distance of 217.65 feet thence on a tangential curve, concave to the west having a central angle of 14 degrees 29 minutes 17 seconds and a radius of 1166.15 feet a distance o1 294.88 feet, more or less, to a point on the South line of the North Half of the Southwest Quarter of Section 24 and there terminating said point distance 660A4 feet easterly of the Southwest corner o1 the North Half Of the Southwest Quarter. Except that part taken by the State of Minnesota In Flnal Certificate flied August 27, 2009. as Document No. A506726. Except that part taken by the City of Chanhassen In Final Certificate flied May 31. 2013, as Document No. A577806. AND That part of the West 271.79 feet of the North 76228 of the Southwest Quarter of the Southwest Quarter Section 24 Township 116 Range 23. and that part o1 the North 30.00 feel of sail Southwest Quarter of the Southwest Quarter lying east of the West 271.79 feet thereof and westerly of the center line of Hwy 101. excepting that part of the North 330.00 feet of the East 16,00 feet of the West 271.79leet of said Southwest Quarter of the Southwest Quarter lying south of the North 180.00 feet thereof, and that part of the South 73228 feet of North 762.28 feet of mid Southwest Quarter of the Southwest Quarter. AND The West 271.79 feet of the North 762.28 feet of the Southwest Quarter of the Southwest Quarter, Section 24. Township 116 North, Range 23 West. Carver County Minnesota EXCEPT That part of the North 330.00 feet of the East 16.00 feet of the West 271.79 feet of the Southwest Quarter of the Southwest Quarter, Section 24, Township 116 North, Range 23 West. tying South of the North 160.0 feet, Carver County, Minnesota. AND That part of the North 30.00 teat of said Southwest Quarter of the Southwest Quarter, lying East of the West 271.79 feet thereof and Westerly of the centedlne of State Highway No. 101, EXCEPT that part of the Southwest Quarter of the Southwest Quarter of Section 24, Township 116 North, Range 23 West, shown as Parcel 71A on Mlnnesota Department of transportation Right of Way Plat Numbered 10-19 as the same Is on file and of record In the office of the County Recorder In and for Carver County, Minnesota acquired by Me State of Minnesota In Document No.A406988,and EXCEPT that part taken by the City of Chanhassen In Final Certificate filed December 18, 2012, as Document No. A56799. me, That part of the South 732.28 feet of the North 762.28 feet of the Southwest Quarter of the Southwest Quarter, Section 24, Township 116 North, Range 23 West, Carver County, Minnesota, lying East of the West 271.79 feet thereof and Westerly of the centerline of State Highway No. 101, described as: That part of the North 180 feet of the East 16.00 feet o1 the West 287.791eet of the Southwest Quarter of the Southwest Quarter, Section 24, Township 116 North, Range 23 West. Carver County, Minnesota, lying South of the North 30.00 feet thereof, all in Carver County, Minnesota. Abstract Property. MORTGAGE HOLDER CONSENT TO DEVELOPMENT CONTRACT which holds a mortgage on the subject property, the development of which is govemed by the foregoing Development Contract, agrees that the Development Contract shall remain in full force and effect even if it forecloses on its mortgage. Dated this _ day of 120—. STATE OF MINNESOTA ) ( ss. COUNTY OF ) The foregoing instrument was acknowledged before me this day of 20 .by DRAFTED BY: City of Chanhassen 7700 Market Boulevard P.O. Box 147 Chanhassen, MN 55317 (952)227-1100 J NOTARY PUBLIC FEE OWNER CONSENT TO DEVELOPMENT CONTRACT fee owners of all or part of the subject property, the development of which is governed by the foregoing Development Contract, affirm and consent to the provisions thereof and agree to be bound by the provisions as the same may apply to that portion of the subject property owned by them. Dated this _ day of 20_ STATE OF MINNESOTA ) ( ss. COUNTY OF ) The foregoing instrument was acknowledged before me this day of 20_, by NOTARY PUBLIC DRAFTED BY: City of Chanhassen 7700 Market Boulevard P.O. Box 147 Chanhassen, MN 55317 (952)227-1100 IRREVOCABLE LETTER OF CREDrF No. _ Date: TO: City of Chanhassen 7700 Market Boulevard, Box 147 Chanhassen, Minnesota 55317 Dear Sir or Madam: We hereby issue, for the account of (Name of Developer) and in your favor, our Irrevocable Letter of Credit in the amount of $ available to you by your draft drawn on sight on the undersigned bank. The draft must: a) Bear the clause, "Drawn under Letter of Credit No. dated 2. of (Name of Bank) ; b) Be signed by the Mayor or City Manager of the City of Chanhassen. c) Be presented for payment at (Address of Bank) on or before 4:00 p.m. on November 30, 2 This Letter of Credit shall automatically renew for successive one-year terms unless, at least forty- five (45) days prior to the next annual renewal date (which shall be November 30 of each year), the Bank delivers written notice to the Chanhassen City Manager that it intends to modify the terms of, or cancel, this Letter of Credit. Written notice is effective if sent by certified mail, postage prepaid, and deposited in the U.S. Mail, at least forty-five (45) days prior to the next annual renewal date addressed as follows: Chanhassen City Manager, Chanhassen City Hall, 7700 Market Boulevard, P.O. Box 147, Chanhassen, MN 55317, and is actually received by the City Manager at least thirty (30) days prior to the renewal date. This Letter of Credit sets forth in full our understanding which shall not in any way be modified, amended, amplified, or limited by reference to any document, instrument, or agreement, whether or not referred to herein. This Letter of Credit is not assignable. This is not a Notation Letter of Credit. More than one draw may be made under this Letter of Credit. This Letter of Credit shall be governed by the most recent revision of the Uniform Customs and Practice for Documentary Credits, International Chamber of Commerce Publication No. 500. We hereby agree that a draft drawn under and in compliance with this Letter of Credit shall be duly honored upon presentation. Its CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA FOXWOOD DEVELOPMENT CONTRACT (Developer Installed Improvements) TABLE OF CONTENTS SPECIAL PROVISIONS PAGE 1. REQUEST FOR PLAT APPROVAL............................................................................SP-1 2. CONDITIONS OF PLAT APPROVAL........................................................................SP-1 3. DEVELOPMENT PLANS............................................................................................SP-1 4. IMPROVEMENTS........................................................................................................ SP -2 5. TIME OF PERFORMANCE......................................................................................... SP -2 6. SECURITY....................................................................................................................SP-2 7. NOTICE.........................................................................................................................SP-3 8. OTHER SPECIAL CONDITIONS................................................................................SP-3 9. GENERAL CONDITIONS...........................................................................................SP-8 GENERAL CONDITIONS 1. RIGHT TO PROCEED.................................................................................................GC-1 2. PHASED DEVELOPMENT........................................................................................GC-1 3. PRELIMINARY PLAT STATUS................................................................................GC-1 4. CHANGES IN OFFICIAL CONTROLS.....................................................................GC-1 5. IMPROVEMENTS.......................................................................................................GC-I 6. IRON MONUMENTS..................................................................................................GC-2 7. LICENSE......................................................................................................................GC-2 8. SITE EROSION AND SEDIMENT CONTROL.........................................................GC-2 8A. EROSION CONTROL DURING CONSTRUCTION OF A DWELLING OR OTHER BUILDING.........................................................................................GC-2 9. CLEANUP...................................................................................................................GC-3 10. ACCEPTANCE AND OWNERSHIP OF IMPROVEMENTS....................................GC-3 11. CLAIMS.......................................................................................................................GC-3 12. PARK DEDICATION..................................................................................................GC-3 13. LANDSCAPING..........................................................................................................GC-3 14. WARRANTY...............................................................................................................GC-4 15. LOT PLANS.................................................................................................................GC-4 16. EXISTING ASSESSMENTS.......................................................................................GC-4 17. HOOK-UP CHARGES.................................................................................................GC-4 18. PUBLIC STREET LIGHTING.....................................................................................GC-4 19. SIGNAGE.....................................................................................................................GC-5 20. HOUSE PADS..............................................................................................................GC-5 21. RESPONSIBILITY FOR COSTS................................................................................GC-5 22. DEVELOPER'S DEFAULT.........................................................................................GC-6 22. MISCELLANEOUS A. Construction Trailers........................................................................................GC-6 B. Postal Service ....................................................................................................GC-7 C. Third Parties......................................................................................................GC-7 D. Breach of Contract............................................................................................GC-7 E. Severability .......................................................................................................GC-7 i F. Building Permits...............................................................................................GC-7 G. Waivers/Amendments.......................................................................................GC-7 H. Release..............................................................................................................GC-7 I. Insurance........................................................................................................... GC -7 J. Remedies...........................................................................................................GC-8 K. Assignability .....................................................................................................GC-8 L. Construction Hours...........................................................................................GC-8 M. Noise Amplification..........................................................................................GC-8 N. Access...............................................................................................................GC-8 O. Street Maintenance............................................................................................GC-8 P. Storm Sewer Maintenance................................................................................GC-9 Q. Soil Treatment Systems....................................................................................GC-9 R. Variances...........................................................................................................GC-9 S. Compliance with Laws, Ordinances, and Regulations.....................................GC-9 T. Proof of Title.....................................................................................................GC-9 U. Soil Conditions................................................................................................GC-10 V. Soil Correction................................................................................................GC-10 W. Haul Routes..........................................................................................................GC-10 X. Development Signs..............................................................................................GC-10 Y. Construction Plans...............................................................................................GC-10 Z. As -Built Lot Surveys...........................................................................................GC-11 ii CITY OF CHANHASSEN DEVELOPMENT CONTRACT (Developer Installed Improvements) FOXWOOD SPECIAL PROVISIONS AGREEMENT dated July 25, 2016 by and between the CITY OF CHANHASSEN, a Minnesota municipal corporation (the "City"), and, Foxwood, LLC, a Minnesota limited liability company (the "Developer"). 1. Request for Plat Approval. The Developer has asked the City to approve a plat for FOXWOOD (referred to in this Contract as the "plat"). The land is legally described on the attached Exhibit "A". 2. Conditions of Plat Approval. The City hereby approves the plat on condition that the Developer enter into this Contract, famish the security required by it, and record the plat with the County Recorder or Registrar of Titles within 30 days after the City Council approves the plat. 3. Development Plans. The plat shall be developed in accordance with the following plans. The plans shall not be attached to this Contract. With the exception of Plan A, the plans may be prepared, subject to City approval, after entering the Contract, but before commencement of any work in the plat. If the plans vary from the written terms of this Contract, the written terms shall control. The plans are: Plan A: Final plat approved July 25, 2016, prepared by Alliant Engineering. Plan B: Grading, Drainage and Erosion Control Plan dated June 28, 2016, prepared by Alliant Engineering. Plan C: Plans and Specifications for improvements dated June 28, 2016, prepared by Alliant Engineering. Plan D: Landscape Plan dated June 28, 2016, prepared by Alliant Engineering. SP -1 4. Improvements. The Developer shall install and pay for the following: A. Sanitary Sewer System B. Water System C. Storm Water Drainage System D. Streets E. Concrete Curb and Gutter F. Street Lights G. Site Grading/Restoration H. Underground Utilities (e.g. gas, electric, telephone, CATV) I. Setting of Lot and Block Monuments J. Surveying and Staking K. Landscaping L. Erosion Control 5. Time of Performance. The Developer shall install all required improvements except for the wear course on public streets by November 15, 2016. The Developer may, however, request an extension of time from the City Engineer. If an extension is granted, it shall be conditioned upon updating the security posted by the Developer to reflect cost increases and the extended completion date. 6. Security. To guarantee compliance with the terms of this Contract, payment of special assessments, payment of the costs of all public improvements, and construction of all public improvements, the Developer shall furnish the City with a letter of credit in the form attached hereto, from a bank acceptable to the City, or cash escrow ("security") for $ 2,177,546.80. The amount of the security was calculated as 110% of the following: Sanitary Sewer $ 601,800.00 Water main $ 271,200.00 Storm Sewer, Drainage System, including cleaning and maintenance $ 243,600.00 Streets $ 686,600.00 Subtotal, Construction Costs $1,803,200.00 Street lights and signs (estimate 9 lights @ $1,500 and 12 signs @ $50) $ 14,100.00 Engineering, surveying, and inspection (7% of construction costs) $ 126,224.00 Landscaping (2% of construction costs) $ 36,064.00 Subtotal, Other Costs $176,388.00 TOTAL COST OF PUBLIC IMPROVEMENTS $1,979,588.00 SECURITY AMOUNT (110% of $1,979,588.00) $ 2,177,546.80 This breakdown is for historical reference; it is not a restriction on the use of the security. The security shall be subject to the approval of the City. The City may draw down the security, without notice, for SP -2 any violation of the terns of this Contract. If the required public improvements are not completed at least thirty (30) days prior to the expiration of the security, the City may also draw it down. If the security is drawn down, the draw shall be used to cure the default. With City approval, the security may be reduced from time to time as financial obligations are paid, but in no case shall the security be reduced to a point less than 10% of the original amount until (1) all improvements have been completed, (2) iron monuments for lot comers have been installed, (3) all financial obligations to the City satisfied, (4) the required "record" plans have been received by the City, (5) a warranty security is provided, and (6) the public improvements are accepted by the City. 7. Notice. Required notices to the Developer shall be in writing, and shall be either hand delivered to the Developer, its employees or agents, or mailed to the Developer by registered mail at the following address: Bill Coffman Foxwood, LLC 1000 Boone Avenue North, Suite 400 Golden Valley, MN 55427 Phone: 612-202-0692 Notices to the City shall be in writing and shall be either hand delivered to the City Manager, or mailed to the City by certified mail in care of the City Manager at the following address: Chanhassen City Hall, 7700 Market Boulevard, P.O. Box 147, Chanhassen, Minnesota 55317, Telephone (952) 227-1100. 8. Other Special Conditions. A. SECURITIES AND FEES A $2,177,546.80 letter of credit or escrow for the developer -installed improvements, the $616,624.04 cash administration fee and the fully -executed development contract must be submitted and shall be submitted prior to scheduling a pre -construction meeting. The cash fee was calculated as follows: Administration fee (based on estimated construction cost: 2.5% of $1,000,000 + 1.5% of $803,200) $37,048.00 Escrow for future removal of temporary cul de sac and future extension of "Road A" to propeg line $33,750.00 Escrow for future removal of temporary lift station $10,000.00 GIS fee: 52 parcels $10/ 1 + $25 for the plat $ 545.00 Lift Station 32 e: 46 units @ $1,059.24/unit $ 48,725.04 Park Dedication Fee: 46 parcels @ $5,800/parcel $ 266,800.00 Partial payment of City sewer and water hookup fees: 46 units @ $691/unit sewer + $2,065/unit water $ 126,776.00 Street light operating fee: 8 lights @ $300/light $ 2,400.00 Surface Water Management Fee $ 90,580.00 Total $ 616,624.04 SP -3 B. CITY CONDITIONS OF APPROVAL 1. Building: a. Final grading plans and soil reports must be submitted to the Inspections Division before building permits will be issued. b. Buildings may be required to be designed by an architect and/or engineer as determined by the Building Official. c. Engineered design and building permits are required for retaining walls exceeding four feet in height. d. Each lot must be provided with a separate sewer and water service. e. Demolition permits must be obtained before demolishing any structures. Proper removal, abandonment or sealing of storage tanks, on-site septic systems, wells, etc. is required. Permits are required, as applicable. f. If applicable, existing home(s) affected by the new street will require address changes. g. Provide a 1:200 "clean" plat drawing. 2. Engineering: a. The 16.5' wide telephone easement through the site must be vacated before the final plat is filed at Carver County. b. The well and septic system on the property must be properly abandoned before a building permit is issued. c. Label the contours on Sheet 2 of the Existing Conditions Survey. d. Prior to commencement of site grading the grading plan must be revised so that there is at least five feet from the edge of the temporary cul-de-sac to the retaining wall. e. The developer shall dedicate an easement over the temporary cul-de-sac; the easement exhibit shall be submitted with the final plat application. f. The private street within Outlot B and must be built to a 7 -ton design. SP -4 g. Pedestrian curb ramps from the sidewalks to the street must be ADA -compliant. h. If groundwater is encountered during construction, the low floor elevation of the homes must be adjusted accordingly. i. The final plat must include an oversized drainage and utility easement at the back of Lot 1, Block 6 to encompass the drainage Swale. j. Per Section 18-40 (4) d. 2. v. a drain file service is required for Lots 1-4 Block 5, Lot 6 Block 5; and Lots 1-3 Block 6 as these lots are proposed to drain from the back of the lot towards the street. k. On the grading plan label the existing contours. 1. On Sheet 18 modify Note 2 to state that 10' horizontal separation is required between water and sewer lines. m. The final plat mylars must include the street names approved by the Fire Marshal. n. A guard rail must be installed at the top of the retaining wall near the temporary cul- de-sac. o. The developer shall post a $33,750 escrow to be used towards the removal of the temporary cul-de-sac at the end of Road A, extending Road A to the property line and extending the sidewalk to the property line. p. Outlot B shall be deeded to the owners of 9250 and 9350 Great Plains Boulevard. q. The developer must acquire the necessary permission for off-site work at 9350 Great Plains Boulevard before that property's driveway is realigned. r. Once the private street within Outlot B is paved with the base course the developer must remove the existing driveway from Highway 101 to 9250 and 9350 Great Plains Boulevard. s. Barricades must be installed where the sidewalk ends on the south end of Road A. t. The developer shall pay $48,725.04 for the development's portion of the cost of Lift Station 32. u. The developer must submit a $10,000 escrow with the development contract; this escrow will be used for the removal of the temporary lift station when Road A is extended and the lift station at Powers Boulevard and TH 212 is installed. SP -5 v. The City will reimburse the developer for the cost of oversizing the water main from an eight inch lateral to a 12" hunk main and for the pressure reducing valve. 3. Environmental Resources: a. Prior to any grading, the applicant shall install tree preservation fencing using metal stakes. The fencing shall be placed fencing at the grading limits. Tree #2524 shall be included in the fencing area rather than fenced separately. These protections shall remain in effect until construction is completed. b. Signage identifying outlot natural areas will be posted at property comers and angle point on lots 1, 3-6, 8-9, 11, 17-18, block 1 and lots 1, 2, block 2 and lots 8, 9, block 3 and lot 1-2, block 4 and lots 4 and 6, block 5. These must be installed prior to selling the lot. Fire: Parks: a. A 3 -foot clear space shall be maintained around fire hydrants. b. Submit propose street names to Chanhassen Fire Marshal and Chanhassen Building Official for review and approval. c. Street signs (temporary allowed) shall be installed prior to building permits being issued. Fire Marshal must approve signage. d. Prior to combustible construction fire hydrants shall be made serviceable. e. No burning permits will be issued for tree/brush removal. f. Prior to combustible home construction fire apparatus access roads capable of supporting the weight of fire apparatus shall be made serviceable. a. Full park dedication fees shall be collected per city ordinance in lieu of requiring parkland dedication. b. Dedication of an outlot adjacent to Lot 12, Block 5 and across the southern portion of Lot 5, Block 5 to accommodate future construction of a trail. c. Planning, engineering and construction of two planned 10 -foot wide trail connections leading from two cul-de-sacs into the Fox Woods Preserve. d. Planning, engineering and construction of a planned 10 -foot wide Highway 101 trail connection between the current trail terminus at the Bandimere Park Pedestrian SP -6 Underpass and the northern terminus of the plat adjacent to and along Highway 101. e. Trail right of ways within the subdivision shall be provided within outlots as a condition of the plat. Acquisition of trail easements outside of the plat shall be the responsibility of the City of Chanhassen. f. The Developer shall be responsible for the installation and payment of the two planned 10 -foot wide trail connections leading from two cul-de-sacs into the Fox Woods Preserve. g. For those sections of the Hwy 101 trail situated north and south of their property boundaries, the Developer shall be reimbursed by the City of Chanhassen for the full cost of planning, engineering and construction of a planned 10 -foot wide Highway 101 trail connection between the current trail terminus at the Bandimere Park Pedestrian Underpass and the northern terminus of the plat along Highway 101. h. For that section of the Highway 101 trail located within or adjacent to the Developer's project boundary, the applicant shall be reimbursed by the City for the cost of the aggregate base, trail surfacing, retaining walls and storm water systems utilized to construct the trail. This reimbursement payment shall be made upon completion and acceptance of the trail and receipt of an invoice documenting the actual costs for the construction materials noted. Labor and installation for the trail surface and design, and engineering and testing services for all components of the Developers section, are not reimbursable expenses. i. All trails shall be 10 feet in width, surfaced with asphalt and constructed to meet city specifications. j. The granting of a permanent 20 foot wide trail easement across the rear of lots 8 and 9, Block 3. Water Resources Coordinator: a. The wetlands cannot be used to meet rate control. Rate control must be achieved prior to discharge to any of the wetlands, MN DOT right-of-way or adjoining properties. b. The infiltration basin areas shall be protected from construction traffic and other construction related activities throughout the duration of the project. This shall be noted on the grading plan, in the SWPPP and shown with pre -construction silt fence location. SP -7 c. The infiltration areas shall be graded last. The tributary area shall be graded and stabilized prior to excavation of the infiltration basins. d. The mass grade phasing schedule shall include stripping and stockpiling of top soil material. e. The grading and erosion plan shall include stockpile locations. f A detailed planting schedule and plan shall be included for each infiltration basin. g. The developer shall be responsible for procuring the NPDES construction permit and providing proof to the city prior to any land disturbing activities. h. The development shall meet the CUP conditions for the Bluff Creek Overlay District. i. Signage will be required at every lot comer and angle point along the private lots adjacent to the wetlands not bound by the BCOD. These must be installed prior to selling the lot. Any grading within wetland buffers must be restored with native vegetation. A planting schedule and vegetation maintenance plan of at least 3 years shall be provided to the city for review and approval. k. The Storm Water Utility Connection Charge due at final plat is $90,580.00. 1. The City Wetland Alteration Permit (WAP) and the State Wetland Conservation Act (WCA) replacement plan process required for this development is in process, therefore Council approval of the final plat, development contract, etcetera is conditioned upon approval of the WAP and WCA replacement plan. 9. General Conditions. The general conditions of this Contract are attached as Exhibit "B" and incorporated herein. w. CITY OF CHANHASSEN M (SEAL) Denny Laufenburger, Mayor Todd Gerhardt, City Manager FOXWOOD, LLC: M STATE OF MINNESOTA) (ss. COUNTY OF CARVER ) Tyler Wenkus, Chief Manager The foregoing instrument was acknowledged before me this day of 2016, by Denny Laufenburger, Mayor, and by Todd Gerhardt, City Manager, of the City of Chanhassen, a Minnesota municipal corporation, on behalf of the corporation and pursuant to the authority granted by its City Council. NOTARY PUBLIC STATE OF MINNESOTA ) ( ss. COUNTY OF ) The foregoing instrument was acknowledged before me this day of 2016, by Tyler Wenkus, Chief Manager of Foxwood, LLC, a Minnesota limited liability company, on behalf of the company. DRAFTED BY: City of Chanhassen 7700 Market Boulevard P.O. Box 147 Chanhassen, MN 55317 (952) 227-1100 SP -9 NOTARY PUBLIC EXHIBIT "A" TO DEVELOPMENT CONTRACT LEGAL DESCRIPTION OF SUBJECT PROPERTY: The East Half of the East Hall of the South Half of the Southeast Quarter, and the Southeast Quarter of the Northeast Quarter of the Southeast Quaner. all In Section 23, Township 116. Range 23, Carver County, Minnesota. And also that part of the North Half of the Southwest Quarter of Section 24. Township 116. Range 23, Carver County, Minnesota, lying southerly of the north 730.00 feet as measured along westerly, line thereof and lying westerly of the centerline of State Highway No. 101, the centerline of which Is described as follows: Beginning at a point on the North line of the Southwest Quarter of Section 24, Township 116. Range 23, a distance of 632.52 feet east of the Northwest corner of said Southwest Quarter, the bearing of the North line of the Southwest Quarter is assumed to be South 88 degrees 46 minutes 29 seconds East. thence South 4 degrees 24 minutes 47 seconds West a distance of 413.72 feet thence on a tangential curve, concave to the east having a central angle of 11 degrees 38 minutes 21 seconds and a radius of 1962.29 feet a distance of 398.62 feet, thence South 7 degrees 13 minutes 34 seconds East tangent to the last described curve. a distance of 217.65 feet thence on a tangential curve, concave to the west having a central angle of 14 degrees 29 minutes 17 seconds and a radius of 1166.15 feet a distance of 294.88 feet. more or less, to a point on the South line of the North Half of the Southwest Quarter of Section 24 and there terminating said point distance 660.44 feet easterly of the Southwest corner of the North Half of the Southwest Quarter. Except that part taken by the State of Minnesota In Final Certificate filed August 27, 2009, as Document No. A506726. Except that part taken by the City of Chanhassen in Final Certificate filed May 31. 2013. as Document No. A577806. AND That part of the West 271.79 feet of the North 762.28 of the Southwest Quarter of the Southwest Quarter Section 24 Township 116 Range 23, and that part of the North 30.00 feel of said Southwest Quarter of the Southwest Quarter lying east of the West 271.79 feet thereof and westerly of the center line of Hwy 101, excepting that part of the North 330,00 feet of the East 16.00 feet of the West 271.79 feet of said Southwest Quarter of the Southwest Quarter lying south of the North 180.00 feet thereof, and that part of the South 732.28 feet of North 762.28 feet of said Southwest Quarter of the Southwest Quaver. AND The West 271.79 feet of the North 762.28 feel of the Southwest Quarter Of the Southwest Quarter, Section 24. Township 116 North. Range 23 West, Carver County Minnesota EXCEPT That part of the North 330.00 feet of the East 16.00 feet of the West 271.79 feet of the Southwest Quarter of the Southwest Quarter, Sectbn 24, Township 116 North, Range 23 West, lying South of the North 180.0 feet. Carver County. Minnesota. AND That part of the North 30.00 feet of said Southwest Quarter o1 the Southwest Quarter, lying East of the West 271.79 feet thereof and Westerly of the centerline of Slate Highway No. 101, EXCEPT that part of the Southwest Quarter of the Southwest Quarter of Section 24, Township 116 North. Range 23 West. shown as Parcel 71A on Minnesota Department of transportation Right of Way Plat Numbered 1019 as the same Is on file and of record In the office of the County Recorder in and for Carver County, Minnesota acquired by the State of Minnesota in Document No.A406988.and EXCEPT that part taken by the City of Chanhassen In Final Certificate flied December 18, 2012, as Document No. A567969. AND That part of the South 732.28 feet of the North 762.28 feel of the Southwest Quarter o1 the Southwest Quarter, Section 24. Township 116 North, Range 23 West, Carver County, Minnesota, lying East of the West 271.79 feet thereof and Westerly of the centerline of State Highway No. 101, described as: That part of the North 180 feet of the East 16.00 feet of the West 287.79 feel of the Southwest Quarter of the Southwest Quarter. Section 24. Township 116 North. Range 23 West, Carver County, Minnesota, lying South of the North 30.00 feet thereof. all in Carver County, Minnesota. Abstract Property. MORTGAGE HOLDER CONSENT TO DEVELOPMENT CONTRACT which holds a mortgage on the subject property, the development of which is governed by the foregoing Development Contract, agrees that the Development Contract shall remain in full force and effect even if it forecloses on its mortgage. Dated this day of 20_. STATE OF MINNESOTA ) ( ss. COUNTY OF ) The foregoing instrument was acknowledged before me this _ day of 20 ,by NOTARY PUBLIC DRAFTED BY: City of Chanhassen 7700 Market Boulevard P.O. Box 147 Chanhassen, MN 55317 (952)227-1100 FEE OWNER CONSENT TO DEVELOPMENT CONTRACT fee owners of all or part of the subject property, the development of which is governed by the foregoing Development Contract, affirm and consent to the provisions thereof and agree to be bound by the provisions as the same may apply to that portion of the subject property owned by them. Dated this _ day of 20_. STATE OF MINNESOTA ) (ss. COUNTY OF The foregoing instrument was acknowledged before me this _ day of 20_, by NOTARY PUBLIC DRAFTED BY: City of Chanhassen 7700 Market Boulevard P.O. Box 147 Chanhassen, MN 55317 (952)227-1100 IRREVOCABLE LETTER OF CREDIT No. Date: TO: City of Chanhassen 7700 Market Boulevard, Box 147 Chanhassen, Minnesota 55317 Dear Sir or Madam: We hereby issue, for the account of (Name of Developer) and in your favor, our Irrevocable Letter of Credit in the amount of $ available to you by your draft drawn on sight on the undersigned bank. The draft must: a) Bear the clause, "Drawn under Letter of Credit No. dated 2. of (Name of Bank) ; b) Be signed by the Mayor or City Manager of the City of Chanhassen. c) Be presented for payment at (Address of Bank) on or before 4:00 p.m. on November 30, 2 This Letter of Credit shall automatically renew for successive one-year terms unless, at least forty- five (45) days prior to the next annual renewal date (which shall be November 30 of each year), the Bank delivers written notice to the Chanhassen City Manager that it intends to modify the terms of, or cancel, this Letter of Credit. Written notice is effective if sent by certified mail, postage prepaid, and deposited in the U.S. Mail, at least forty-five (45) days prior to the next annual renewal date addressed as follows: Chanhassen City Manager, Chanhassen City Hall, 7700 Market Boulevard, P.O. Box 147, Chanhassen, MN 55317, and is actually received by the City Manager at least thirty (30) days prior to the renewal date. This Letter of Credit sets forth in full our understanding which shall not in any way be modified, amended, amplified, or limited by reference to any document, instrument, or agreement, whether or not referred to herein. This Letter of Credit is not assignable. This is not a Notation Letter of Credit. More than one draw may be made under this Letter of Credit. This Letter of Credit shall be governed by the most recent revision of the Uniform Customs and Practice for Documentary Credits, International Chamber of Commerce Publication No. 600. We hereby agree that a draft drawn under and in compliance with this Letter of Credit shall be duly honored upon presentation. M Its CITY OF CHANHASSEN DEVELOPMENT CONTRACT (Developer Installed Improvements) EXHIBIT "B" L" No 1 a 1. Right to Proceed. Within the plat or land to be platted, the Developer may not grade or otherwise disturb the earth, remove trees, construct sewer lines, water lines, streets, utilities, public or private improvements, or any buildings until all the following conditions have been satisfied: 1) this agreement has been fully executed by both parties and filed with the City Clerk, 2) the necessary security and fees have been received by the City, 3) the plat has been recorded with the County Recorder's Office or Registrar of Title's Office of the County where the plat is located, and 4) the City Engineer has issued a letter that the foregoing conditions have been satisfied and then the Developer may proceed. 2. Phased Development. If the plat is a phase of a multiphased preliminary plat, the City may refuse to approve final plats of subsequent phases if the Developer has breached this Contract and the breach has not been remedied. Development of subsequent phases may not proceed until Development Contracts for such phases are approved by the City. Park charges and area charges for sewer and water referred to in this Contract are not being imposed on outlots, if any, in the plat that are designated in an approved preliminary plat for future subdivision into lots and blocks. Such charges will be calculated and imposed when the outlots are final platted into lots and blocks. 3. Preliminary Plat Status. If the plat is a phase of a multi -phased preliminary plat, the preliminary plat approval for all phases not final platted shall lapse and be void unless final platted into lots and blocks, not outlots, within two (2) years after preliminary plat approval. 4. Changes in Official Controls. For two (2) years from the date of this Contract, no amendments to the City s Comprehensive Plan, except an amendment placing the plat in the current urban service area, or official controls shall apply to or affect the use, development density, lot size, lot layout or dedications of the approved plat unless required by state or federal law or agreed to in writing by the City and the Developer. Thereafter, notwithstanding anything in this Contract to the contrary, to the full extent permitted by state law the City may require compliance with any amendments to the City's Comprehensive Plan, official controls, platting or dedication requirements enacted after the date of this Contract. 5. Improvements. The improvements specified in the Special Provisions of this Contract shall be installed in accordance with City standards, ordinances, and plans and specifications which have been prepared and signed by a competent registered professional engineer famished to the City and approved by the City Engineer. The Developer shall obtain all necessary permits from the Metropolitan Council Environmental Services and other pertinent agencies before proceeding GC -1 with construction. The City will, at the Developer's expense, have one or more construction inspectors and a soil engineer inspect the work on a full or part-time basis. The Developer shall also provide a qualified inspector to perform site inspections on a daily basis. Inspector qualifications shall be submitted in writing to the City Engineer. The Developer shall instruct its project engineer/inspector to respond to questions from the City Inspector(s) and to make periodic site visits to satisfy that the construction is being performed to an acceptable level of quality in accordance with the engineer's design. The Developer or his engineer shall schedule a preconstruction meeting at a mutually agreeable time at the City Council chambers with all parties concerned, including the City staff, to review the program for the construction work. 6. Iron Monuments. Before the security for the completion of utilities is released, all monuments must be correctly placed in the ground in accordance with Minn. Stat. § 505.02, Subd. 1. The Developer's surveyor shall submit a written notice to the City certifying that the monuments have been installed. 7. License. The Developer hereby grants the City, its agents, employees, officers and contractors a license to enter the plat to perform all work and inspections deemed appropriate by the City in conjunction with plat development. 8. Site Erosion and Sediment Control. Before the site is rough graded, and before any utility construction is commenced or building permits are issued, the erosion and sediment control plan, Plan B, shall be implemented, inspected, and approved by the City. The City may impose additional erosion and sediment control requirements if they would be beneficial. All areas disturbed by the excavation and backfilling operations shall be reseeded forthwith after the completion of the work in that area. Except as otherwise provided in the erosion and sediment control plan, seed shall be certified seed to provide a temporary ground cover as rapidly as possible. All seeded areas shall be fertilized, mulched, and disc anchored as necessary for seed retention. The parties recognize that time is of the essence in controlling erosion and sediment transport. If the Developer does not comply with the erosion and sediment control plan and schedule of supplementary instructions received from the City, the City may take such action as it deems appropriate to control erosion and sediment transport at the Developer's expense. The City will endeavor to notify the Developer in advance of any proposed action, but failure of the City to do so will not affect the Developer's and City's rights or obligations hereunder. No development will be allowed and no building permits will be issued unless the plat is in full compliance with the erosion and sediment control requirements. Erosion and sediment control needs to be maintained until vegetative cover has been restored, even if construction has been completed and accepted. After the site has been stabilized to where, in the opinion of the City, there is no longer a need for erosion and sediment control, the City will authorize the removal of the erosion and sediment control, i.e. hay bales and silt fence. The Developer shall remove and dispose of the erosion and sediment control measures. 8a. Erosion Control During Construction of a Dwelling or Other Building. Before a building permit is issued for construction of a dwelling or other building on a lot, a $500.00 cash escrow or letter of credit per lot shall also be furnished to the City to guarantee compliance with City Code § 7-22. GC -2 9. Clean up. The Developer shall maintain a neat and orderly work site and shall daily clean, on and off site, dirt and debris, including blowables, from streets and the surrounding area that has resulted from construction work by the Developer, its agents or assigns. 10. Acceptance and Ownership of Improvements. Upon completion and acceptance by the City of the work and construction required by this Contract, the improvements lying within public easements shall become City property. After completion ofthe improvements, a representative of the contractor, and a representative of the Developer's engineer will make a final inspection of the work with the City Engineer. Before the City accepts the improvements, the City Engineer shall be satisfied that all work is satisfactorily completed in accordance with the approved plans and specifications and the Developer and his engineer shall submit a written statement to the City Engineer certifying that the project has been completed in accordance with the approved plans and specifications. The appropriate contractor waivers shall also be provided. Final acceptance of the public improvements shall be by City Council resolution. 11. Claims. In the event that the City receives claims from laborers, materiahnen, or others that work required by this Contract has been performed, the sums due them have not been paid, and the laborers, materialmen, or others are seeking payment out of the financial guarantees posted with the City, and if the claims are not resolved at least ninety (90) days before the security required by this Contract will expire, the Developer hereby authorizes the City to commence an hiterpleader action pursuant to Rule 22, Minnesota Rules of Civil Procedure for the District Courts, to draw upon the letters of credit in an amount up to 125% of the claim(s) and deposit the funds in compliance with the Rule, and upon such deposit, the Developer shall release, discharge, and dismiss the City from any further proceedings as it pertains to the letters of credit deposited with the District Court, except that the Court shall retain jurisdiction to determine attorneys' fees. 12. Park Dedication. The Developer shall pay full park dedication fees in conjunction with the installation of the plat improvements. The park dedication fees shall be the current amount in force at the time of final platting pursuant to Chanhassen City Ordinances and City Council resolutions. 13. Landscaping. Landscaping shall be installed in accordance with Plan D. Unless otherwise approved by the City, trees not fisted in the City's approved tree list are prohibited. The minimum tree size shall be two and one-half (2'/Z) inches caliper, either bare root in season, or balled and burlapped. The trees may not be planted in the boulevard (area between curb and property line). In addition to any sod required as a part of the erosion and sediment control plan, Plan B, the Developer or lot purchaser shall sod the boulevard area and all drainage ways on each lot utilizing a minimum of six (6) inches of topsoil as a base. Seed or sod shall also be placed on all disturbed areas of the lot. If these improvements are not in place at the time a certificate of occupancy is requested, a financial guarantee of $750.00 in the form of cash or letter of credit shall be provided to the City. These conditions must then be complied with within two (2) months after the certificate of occupancy issued, except that if the certificate of occupancy is issued between October 1 through May 1 these conditions must be complied with by the following July Ist. Upon expiration of the time period, inspections will be conducted by City staff to verify satisfactory completion of all conditions. City staff will conduct inspections of incomplete items with a $50.00 inspection fee deducted from the GC -3 escrow fund for each inspection. After satisfactory inspection, the financial guarantee shall be returned. If the requirements are not satisfied, the City may use the security to satisfy the requirements. The City may also use the escrowed funds for maintenance of erosion control pursuant to City Code Section 7-22 or to satisfy any other requirements of this Contract or of City ordinances. These requirements supplement, but do not replace, specific landscaping conditions that may have been required by the City Council for project approval. 14. Warranty. The Developer warrants all improvements required to be constructed by it pursuant to this Contract against poor material and faulty workmanship. The Developer shall submit either 1) a warranty/maintenance bond for 100% of the cost of the improvement, or 2) a letter of credit for twenty-five percent (25%) of the amount of the original cost of the improvements. A. The required warranty period for materials and workmanship for the utility contractor installing public sewer and water mains shall be two (2) years from the date of final written City acceptance of the work. B. The required warranty period for all work relating to street construction, including concrete curb and gutter, sidewalks and trails, materials and equipment shall be subject to two (2) years from the date of final written acceptance. C. The required warranty period for sod, trees, and landscaping is one full growing season following acceptance by the City. 15. Lot Plans. Prior to the issuance of building permits, an acceptable Grading, Drainage, Erosion Control including silt fences, and Tree Removal Plan shall be submitted for each lot for review and approval by the City Engineer. Each plan shall assure that drainage is maintained away from buildings and that tree removal is consistent with development plans and City Ordinance. 16. Existing Assessments. Any existing assessments against the plat will be re -spread against the plat in accordance with City standards. 17. Hook-up Charges. At the time of final plat approval the Developer shall pay 30% of the City Sewer Hook-up charge and 30% of the City Water hook up charge for each lot in the plat in the amount specified in Special Provision, Paragraph 8, of this Development Contract. The balance of the hook-up charges is collected at the time building permits are issued are based on 70% of the rates then in effect, unless a written request is made to assess the costs over a four year term at the rates in effect at time of application. 18. Public Street Lighting. The Developer shall have installed and pay for public street lights in accordance with City standards. The public street lights shall be accepted for City ownership and maintenance at the same time that the public street is accepted for ownership and maintenance. A plan shall be submitted for the City Engineer's approval prior to the installation. Before the City signs the final plat, the Developer shall pay the City a fee of $300.00 for each street light installed in GC -4 the plat. The fee shall be used by the City for furnishing electricity and maintaining each public street light for twenty (20) months. 19. Signage. All street signs, traffic signs, and wetland monumentation required by the City as a part of the plat shall be furnished and installed by the City at the sole expense of the Developer. 20. House Pads. The Developer shall promptly famish the City "as -built" plans indicating the amount, type and limits of fill on any house pad location. 21. Responsibility for Costs. A. The Developer shall pay an administrative fee in conjunction with the installation of the plat improvements. This fee is to cover the cost of City Staff time and overhead for items such as review of construction documents, preparation of the Development Contract, monitoring construction progress, processing pay requests, processing security reductions, and final acceptance of improvements. This fee does not cover the City's cost for construction inspections. The fee shall be calculated as follows: i) if the cost of the construction of public improvements is less than $500,000, three percent (3%) of construction costs; ii) if the cost of the construction of public improvements is between $500,000 and $1,000,000, three percent (31/o) of construction costs for the first $500,000 and two percent (2%) of construction costs over $500,000; iii) if the cost of the construction of public improvements is over $1,000,000, two and one-half percent (2'/z%) of construction costs for the first $1,000,000 and one and one-half percent (1 %:%) of construction costs over $1,000,000. Before the City signs the final plat, the Developer shall deposit with the City a fee based upon construction estimates. After construction is completed, the final fee shall be determined based upon actual construction costs. The cost of public improvements is defined in paragraph 6 of the Special Provisions. B. In addition to the administrative fee, the Developer shall reimburse the City for all costs incurred by the City for providing construction and erosion and sediment control inspections. This cost will be periodically billed directly to the Developer based on the actual progress of the construction. Payment shall be due in accordance with Article 21 E of this Agreement. C. The Developer shall hold the City and its officers and employees harmless from claims made by itself and third parties for damages sustained or costs incurred resulting from plat approval and development. The Developer shall indemnify the City and its officers and employees for all costs, damages, or expenses which the City may pay or incur in consequence of such claims, including attorneys' fees. W639 D. In addition to the administrative fee, the Developer shall reimburse the City for costs incurred in the enforcement of this Contract, including engineering and attorneys' fees. E. The Developer shall pay in full all bills submitted to it by the City for obligations incurred under this Contract within thirty (30) days after receipt. If the bills are not paid on time, the City may halt all plat development work and construction, including but not limited to the issuance of building permits for lots which the Developer may or may not have sold, until the bills are paid in full. Bills not paid within thirty (30) days shall accrue interest at the rate of 8% per year. F. hi addition to the charges and special assessments referred to herein, other charges and special assessments may be imposed such as, but not limited to, sewer availability charges ("SAC"), City water connection charges, City sewer connection charges, and building permit fees. G. Private Utilities. The Developer shall have installed and pay for the installation of electrical, natural gas, telephone, and cable television service in conjunction with the overall development improvements. These services shall be provided in accordance with each of the respective franchise agreements held with the City. H. The developer shall pay the City a fee established by City Council resolution, to reimburse the City for the cost of updating the City's base maps, GIS data base files, and converting the plat and record drawings into an electronic format. Record drawings must be submitted within four months of final acceptance of public utilities. All digital information submitted to the City shall be in the Carver County Coordinate system. 22. Developer's Default. In the event of default by the Developer as to any of the work to be performed by it hereunder, the City may, at its option, perform the work and the Developer shall promptly reimburse the City for any expense incurred by the City, provided the Developer is first given notice of the work in default, not less than four (4) days in advance. This Contract is a license for the City to act, and it shall not be necessary for the City to seek a Court order for permission to enter the land. When the City does any such work, the City may, in addition to its other remedies, assess the cost in whole or in part. 23. Miscellaneous. A. Construction Trailers. Placement of on-site construction trailers and temporaryjob site offices shall be approved by the City Engineer as a part of the pre -construction meeting for installation of public improvements. Trailers shall be removed from the subject property within thirty (30) days following the acceptance of the public improvements unless otherwise approved by the City Engineer. B. Postal Service. The Developer shall provide for the maintenance of postal service in accordance with the local Postmaster's request. C. Third Parties. Third parties shall have no recourse against the City under this Contract. The City is not a guarantor of the Developer's obligations under this Contract. The City GC -6 shall have no responsibility or liability to lot purchasers or others for the City's failure to enforce this Contract or for allowing deviations from it. D. Breach of Contract. Breach of the terms of this Contract by the Developer shall be grounds for denial of building permits, including lots sold to third parties. The City may also issue a stop work order halting all plat development until the breach has been cured and the City has received satisfactory assurance that the breach will not reoccur. E. Severability. If any portion, section, subsection, sentence, clause, paragraph, or phrase of this Contract is for any reason held invalid, such decision shall not affect the validity of the remaining portion of this Contract. F. Building Permits. Building permits will not be issued in the plat until sanitary sewer, watermain, and storm sewer have been installed, tested, and accepted by the City, and the streets needed for access have been paved with a bituminous surface and the site graded and revegetated in accordance with Plan B of the development plans. G. Waivers/Amendments. The action or inaction of the City shall not constitute a waiver or amendment to the provisions of this Contract. To be binding, amendments or waivers shall be in writing, signed by the parties and approved by written resolution of the City Council. The City s failure to promptly take legal action to enforce this Contract shall not be a waiver or release. H. Release. This Contract shall run with the land and may be recorded against the title to the property. After the Developer has completed the work required of it under this Contract, at the Developer's request the City Manager will issue a Certificate of Compliance. Prior to the issuance of such a certificate, individual lot owners may make as written request for a certificate applicable to an individual lot allowing a minimum of ten (10) days for processing. I. Insurance. Developer shall take out and maintain until six (6) months after the City has accepted the public improvements, public liability and property damage insurance covering personal injury, including death, and claims for property damage which may arise out of Developer's work or the work of its subcontractors or by one directly or indirectly employed by any of them. Limits for bodily injury and death shall be not less than $500,000 for one person and $1,000,000 for each occurrence; limits for property damage shall be not less than $500,000 for each occurrence; or a combination single limit policy of $1,000,000 or more. The City shall be named as an additional insured on the policy, and the Developer shall file with the City a certificate evidencing coverage prior to the City signing the plat. The certificate shall provide that the City must be given ten (10) days advance written notice of the cancellation of the insurance. The certificate may not contain any disclaimer for failure to give the required notice. J. Remedies. Each right, power or remedy herein conferred upon the City is cumulative and in addition to every other right, power or remedy, expressed or implied, now or hereafter arising, available to City, at law or in equity, or under any other agreement, and each and every right, power and remedy herein set forth or otherwise so existing may be exercised from time CKW to time as often and in such order as may be deemed expedient by the City and shall not be a waiver of the right to exercise at any time thereafter any other right, power or remedy. K. Assignability. The Developer may not assign this Contract without the written permission of the City Council. The Developer's obligation hereunder shall continue in full force and effect even if the Developer sells one or more lots, the entire plat, or any part of it. L. Construction Hours. Construction hours, including pick-up and deliveries of material and equipment and the operation of any internal combustion engine, may only occur from 7:00 am. to 6:00 p.m. on weekdays, from 9:00 am. to 5:00 p.m. on Saturdays with no such activity allowed on Sundays or on legal holidays. Contractors must require their subcontractors, agents and supplies to comply with these requirements and the Contractor is responsible for their failure to do so. Under emergency conditions, this limitation may be waived by the written consent of the City Engineer. If construction occurs outside of the permitted construction hours, the Contractor shall pay the following administrative penalties: First violation $ 500.00 Second violation $ 1,000.00 Third & subsequent violations All site development and construction must cease for seven (7) calendar days M. Noise Amplification. The use of outdoor loudspeakers, bullhorns, intercoms, and similar devices is prohibited in conjunction with the construction of homes, buildings, and the improvements required under this contract. The administrative penalty for violation of construction hours shall also apply to violation of the provisions in this paragraph. N. Access. All access to the plat prior to the City accepting the roadway improvements shall be the responsibility of the Developer regardless if the City has issued building permits or occupancy permits for lots within the plat. O. Street Maintenance. The Developer shall be responsible for all street maintenance until streets within the plat are accepted by the City. Warning signs shall be placed by the Developer when hazards develop in streets to prevent the public from traveling on same and directing attention to detours. If streets become impassable, the City may order that such streets shall be barricaded and closed. The Developer shall maintain a smooth roadway surface and provide proper surface drainage. The Developer may request, in writing, that the City plow snow on the streets prior to final acceptance of the streets. The City shall have complete discretion to approve or reject the request. The City shall not be responsible for reshaping or damage to the street base or utilities because of snow plowing operations. The provision of City snow plowing service does not constitute final acceptance of the streets by the City. P. Storm Sewer Maintenance. The Developer shall be responsible for cleaning and maintenance of the storm sewer system (including ponds, pipes, catch basins, culverts and swales) within the plat and the adjacent off-site storm sewer system that receives storm water from the plat. The Developer shall follow all instructions it receives from the City concerning the cleaning and RM maintenance of the storm sewer system. The Developer's obligations under this paragraph shall end two (2) years after the public street and storm drainage improvements in the plat have been accepted by the City. Twenty percent (20%) of the storm sewer costs, shown under section 6 of the special provisions of this contract, will be held by the City for the duration of the 2 -year maintenance period. Q. Soil Treatment Systems. If soil treatment systems are required, the Developer shall clearly identify in the field and protect from alteration, unless suitable alternative sites are first provided, the two soil treatment sites identified during the platting process for each lot. This shall be done prior to the issuance of a Grading Permit. Any violation/disturbance of these sites shall render them as unacceptable and replacement sites will need to be located for each violated site in order to obtain a building permit. R. Variances. By approving the plat, the Developer represents that all lots in the plat are buildable without the need for variances from the City s ordinances. S. Compliance with Laws, Ordinances, and Re ations. In the development of the Plat the Developer shall comply with all laws, ordinances, and regulations of the following authorities: 1. City of Chanhassen; 2. State of Minnesota, its agencies, departments and commissions; 3. United States Army Corps of Engineers; 4. Watershed District(s); 5. Metropolitan Government, its agencies, departments and commissions. T. Proof of Title. Upon request, the Developer shall furnish the City with evidence satisfactory to the City that it has the authority of the fee owners and contract for deed purchasers to enter into this Development Contract. U. Soil Conditions. The Developer acknowledges that the City makes no representations or warranties as to the condition of the soils on the property or its fitness for construction of the improvements or any other purpose for which the Developer may make use of such property. The Developer further agrees that it will indemnify, defend, and hold harmless the City, its governing body members, officers, and employees from any claims or actions arising out of the presence, if any, of hazardous wastes or pollutants on the property, unless hazardous wastes or pollutants were caused to be there by the City. V. Soil Correction. The Developer shall be responsible for soil correction work on the property. The City makes no representation to the Developer concerning the nature of suitability of soils nor the cost of correcting any unsuitable soil conditions which may exist. On lots which have no fill material a soils report from a qualified soils engineer is not required unless the City's building inspection department determines from observation that there may be a soils problem. On lots with fill material that have been mass graded as part of a multi -lot grading project, a satisfactory soils report from a qualified soils engineer shall be provided before the City issues a building permit for the lot. On lots with fill material that have been custom graded, a satisfactory soils report from a qualified soils engineer shall be provided before the City inspects the foundation for a building on the lot. GC -9 W. Haul Routes. The Developer, the Developer's contractors or subcontractors must submit proposed haul routes for the import or export of soil, construction material, construction equipment or construction debris, or any other purpose. All haul routes must be approved by the City Engineer X. Development Signs. The Developer shall post a six foot by eight foot development sign in accordance with City Detail Plate No. 5313 at each entrance to the project. The sign shall be in place before construction of the required improvements commences and shall be removed when the required improvements are completed, except for the final lift of asphalt on streets. The signs shall contain the following information: project name, name of developer, developer's telephone number and designated contact person, allowed construction hours. Y. Construction Plans. Upon final plat approval, the developer shall provide the City with two complete sets of full-size construction plans and four sets of 11"x17" reduced construction plan sets and three sets of specifications. Within four months after the completion of the utility improvements and base course pavement and before the security is released, the Developer shall supply the City with the following: (1) a complete set of reproducible Mylar as -built plans, (2) two complete full-size sets of blue line/paper as -built plans, (3) two complete sets of utility tie sheets, (4) location of buried fabric used for soil stabilization, (5) location stationing and swing ties of all utility stubs including draintile cleanouts, (6) bench mark network, (7) digital file of as -built plans in both Axf & .tif format (the Axf file must be tied to the current county coordinate system), (8) digital file of utility tie sheets in either .doc or .tif format, and (9) a breakdown of lineal footage of all utilities installed, including the per lineal foot bid price. The Developer is required to submit the final plat in electronic format. Z. As -Built Lot Surveys. An as -built lot survey will be required on all lots prior to the Certificate of Occupancy being issued. The as -built lot survey must be prepared, signed, and dated by a Registered Land Surveyor. Sod and the bituminous driveways must be installed before the as -built survey is completed. If the weather conditions at the time of the as -built are not conducive to paving the driveway and/or installing sod, a temporary Certificate of Occupancy may be issued and the as -built escrow withheld until all work is complete. Rev. 3/31/06 GC -10 (reserved for recording information) GRANT OF TEMPORARY EASEMENT Foxwood, LLC, a Limited Liability company under the laws of the State of Minnesota, hereinafter referred to as "Grantor", in consideration of One Dollar ($1.00) and other good and valuable consideration, the receipt and sufficiency of which is hereby acknowledged, does hereby grant unto the CITY OF CHANHASSEN, a municipal corporation organized under the laws of the State of Minnesota, the Grantee, hereinafter referred to as the "City", its successors and assigns, a temporary easement for public roadway, drainage and utility purposes over, across, on, under, and through the land situated in the County of Carver, State of Minnesota, as legally described and depicted on the attached Exhibit "A" (the "Easement Premises"). TO HAVE AND TO HOLD the same, unto the City, its contractors, agents, servants and assigns, commencing upon execution of this easement and expiring when the temporary cul-de- sac of Redtail Ridge is removed and Redtail Ridge is extended to the east outside the boundary of the Foxwood Plat, together with the right of ingress to and egress from the Easement Premises. Grantor hereby grants the uses herein specified without divesting itself of the right to use and enjoy the above described temporary Easement Premises, subject only to the right of the City to use the same for the purposes herein expressed. 188130v1 It is understood by the Grantor that the City shall not be responsible for any restoration or replacement costs or damages resulting from the construction and maintenance of the Easement Premises. It is further understood that vegetation may be removed and that excavation will occur on the Easement Premises. The above named Grantor, for itself, its successors and assigns, does covenant with the City, its successors and assigns, that it is well seized in fee title of the above described Easement Premises; that it has the sole right to grant and convey the easements to the City; that there are no unrecorded interests in the Easement Premises; and that it will indemnify and hold the City harmless for any breach of the foregoing covenants. IN TESTIMONY WHEREOF, the Grantor hereto has signed this agreement this day of 2016. GRANTOR: By: Foxwood, LLC Name: Tyler Wenkus Its: Chief Manager STATE OF MINNESOTA ) )ss. COUNTY OF CARVER ) The foregoing instrument was acknowledged before me this day of , 2016, by Tyler Wenkus, the Chief Manager of Foxwood, LLC, a limited liability company under the laws of the State of Minnesota, on behalf of said company. Notary Public DRAFTED BY: CAMPBELL KNmom P.A. 860 Blue Gentian Road, Suite 290 Eagan, Minnesota 55121 Telephone: 651-452-5000 [RNK] 188130v1 EXHIBIT "A" / 4 1 �. z 1 CENTER OF ORCYE- 1 i � I 48 / I I CIMMERENCE OF----' EASEMENT AREA S6P6]5.11Y � t 52.D1 / j OUTLOT D bah f-� -+_ 1 SE COY OF SE //f _ ` SEC 2J A tM arary eaasnMt for polie nghf—of—eay pur " ow/. uncle, ane Wass tot 2 j Block 4 and OUTEO D. FOOVOW,, accardnq to the recaaea plot thereof Carver County. Miuieeofa lyiq Withn the cicumference of a tide ho• q o rodws at 4600 het. The CMter of said ewd# is desaLea m hlltoei Commencmlq at the southeast caner of Me Southeast Ok anter of Secrro 2J foenshp 1l6 Nath, Rmge 23 West. Caw, Cwnty Mnnesotoi thence Nath 00 Jegees 07 mnutes OS secmas West 23I.26 het all m aewmetl heonq avmq the east line of soic Swfheast Coater; thence Swth 69 degrees 57 mnutea 55 secmes Wes! 52 94 feat to the canter of sob eicle �r ma 1�~r TEMPORARY CUlSAC Q mrw� m # H �" M�P�h M lMrf fryJ�L ,� LI .OFWYJI! s•r.MYi Wr Ct•M•MSSEN MN%EWTA ee.r m 188130vl 3 CITY of CHANHA3SEN 7700 Market Boulevard PO Box 147 Chanhassen, MN 55317 Administration Phone: 952.227.1100 Fax: 952.227.1110 Building Inspections Phone: 952.227.1180 Fax: 952.227.1190 Engineering Phone: 952.227.1160 Fax: 952.227.1170 Finance Phone: 952.227.1140 Fax: 952.227.1110 Park & Recreation Phone: 952.227.1120 Fax: 952.2271110 Recreation Center 2310 Coulter Boulevard Phone: 952.227.1400 Fax: 952.227.1404 Planning & Natural Resources Phone: 952.227.1130 Fax: 952.227.1110 MEMORANDUM TO: Todd Gerhardt, City Manager FROM: Bob Generous, Senior Planner g DATE: June 27, 2016 fin`% SUBJ: Foxwood — Preliminary Plat with Variances, Rezoning, Conditional Use Permit Planning Case #2016-13 PROPOSED MOTION "The Chanhassen City Council approves a Conditional Use Permit for development in the Bluff Creek Overlay District (BCOD), rezoning from Agricultural Estate District (A-2) to Residential Low and Medium Density (RLM), and a 46 lot, six outlots and public right-of-way preliminary plat with variance for the use of a private street and a 20 foot setback variance from the Bluff Creek Primary zone subject to the conditions of approval in the Planning Commission staff report and adopts the findings of fact. " City Council approval requires a majority vote of City Council. EXECUTIVE SUMMARY The applicant is requesting a Conditional Use Permit for development in the Bluff Creek Overlay District (BCOD), rezoning from Agricultural Estate District (A-2) to Residential Low and Medium Density (RLM), and a 46 -lot subdivision with variances for the use of a private street and setbacks from the designated Bluff Creek primary zone boundary. The Wetland Alteration Permit request was tabled to allow the applicant to complete the delineation to determine the exact wetland impact and mitigation requirements. PLANNING COMMISSION SUMMARY Public worts 7901 Park Place The Planning Commission held a public hearing on June 7, 2016 to review the proposed Phone: 952.227.1300 Foxwood development. The Planning Commission voted six for and none against a Fax: 952.227.1310 motion to recommend that City Council approve the development subject to the conditions of approval. Senior Center Phone. 952.227.1125 The major area of discussion was the access to the Fox Woods Preserve open space Fax: 952.227.1110 located to the west of the site. Neighbors and commissioners wanted to provide the Website most direct connection from Highway 101 to the preserve. Based partially on this www.ci.chanhassen.mn.us discussion, staff is recommending adding one additional condition of approval for Foxwood: The granting of a permanent 20 -foot -wide trail easement across the rear of lots 8 and 9 Block 1. Chanhassen is a Community for Life - Providing for Today and Planning for Tomorrow The Planning Commission also requested explanation of the future extension of the street system out to Powers Boulevard, which will occur with the development of the property to the south, the temporary lift station, which the development gravity sanitary sewer pipes will run to, and future permanent lift station, which will be required for the development of the property to the south and the ability to bank trees and install them in conjunction with the construction on the lots, rather than after the infrastructure improvements are installed. Planning Commission minutes for June 7, 2016 date are included in the consent agenda for the June 27, 2016, City Council packet. RECOMMENDATION Staff recommends approval of the Foxwood development subject to the revised conditions of approval. ATTACHMENTS Revised Planning Commission Staff Report Dated June 7, 2016. CITY OF CHANHASSEN PROPOSED MOTION: PC DATE: June 7, 2016 +3 —3 CC DATE: June 27, 2016 REVIEW DEADLINE: September 3, 2016 CASE #: 2016-13 BY: AF, RG, TH, ML, JM, TJ, JS "The Chanhassen Planning Commission recommends that City Council approve a Conditional Use Permit for development in the Bluff Creek Overlay District (BCOD), rezoning from Agricultural Estate District (A-2) to Residential Low and Medium Density (RLM), and a 46 lot, six outlots and public right-of-way preliminary plat with variance for the use of a private street and a 20 foot setback variance from the Bluff Creek Primary zone subject to the conditions of approval, table the Wetland Alteration Permit and adopt the Findings of Fact and Recommendation." SUMMARY OF REQUEST: The applicant is requesting a Wetland Alteration Permit Conditional Use Permit for development in the Bluff Creek Overlay District (BCOD), rezoning from Agricultural Estate District (A-2) to Residential Low and Medium Density (RLM), and a 46 - lot subdivision with variances (Foxwood). LOCATION: 9150 and 9250 Great Plains Boulevard APPLICANT: Providence 55, LLC. 1000 Boone Ave. N., Suite 400 Golden Valley, MN 55427 (763)432-4500 billcoffman@cbbumet.com PRESENT ZONING: Rural Residential District (RR) 2020 LAND USE PLAN: Residential Low Density (1.2 — 4.0 units/net acre) ACREAGE: 43.55 acres DENSITY: 1.05 units per acre gross, 2.55 units per acre net LEVEL OF CITY DISCRETION IN DECISION-MAKING: Jim Wilson & Paul Paulson 9150 and 9250 Great Plains Blvd. Chanhassen, MN 55317 The City has a relatively high level of discretion in approving rezonings because the City is acting in its legislative or policy-making capacity. A rezoning must be consistent with the City's Comprehensive Plan. The City's discretion in approving or denying a preliminary plat is limited to whether or not the proposed plat meets the standards outlined in the Subdivision Regulations and Zoning Ordinance. If it meets these standards, the City must approve the preliminary plat. This is a quasi-judicial decision. Planning Commission Foxwood — Planning Case 2016-13 June 7, 2016 Page 2 of 24 The city's discretion in approving or denying a variance is limited to whether or not the proposed project meets the standards in the Subdivision Ordinances for variances. The City has a relatively high level of discretion with a variance because the applicant is seeking a deviation from established standards. This is a quasi-judicial decision. The city has limited discretion in approving or denying Conditional Use Permits, based on whether or not the proposal meets the conditional use permit standards outlined in the Zoning Ordinance. If the city finds that all the applicable conditional use permit standards are met, the permit must be approved. This is a quasi-judicial decision. The city's discretion in approving or denying a Wetland Alteration Permit is limited to whether or not the proposal meets the standards outlined in the Zoning Ordinance. If it meets these standards, the city must approve the wetland alteration permit. This is a quasi-judicial decision. Notice of this public hearing has been mailed to all property owners within 500 feet. I" 1 ' 1• Julu : t 1 The applicant is requesting a rezoning of the property from Agricultural Estate District, A-2, to Low and Medium Density Residential, RLM, to permit the subdivision of the property into 46 single-family lots, six outlots and public street right-of-way. The applicant is proposing to subdivide two parcels with a total of 43.55 acres into 43 building lots and six outlots. In conjunction with the plat, the applicant is requesting a variance to permit the use of a private street and to have a uniform 20 -foot setback from the designated Bluff Creek Primary zone boundary. This private street will provide access to the two homes currently on the property, one of which is not included in the subdivision. The area is the first area of the area southeast of Highway 212 in the 2010 Metropolitan Urban Services Area to come in for single- family residential development with urban services. The new, primary public road is a temporary cul-de-sac until development of the property to the south at which time, street connections will go out to Powers Boulevard. Water main and sanitary sewer would be extended to provide for future development. The applicant is also requesting a Conditional Use Permit for development within the Bluff Creek Overlay District. Prior to any development the city must review a conditional use permit for the project. APPLICABLE REGULATIONS Chapter 18, Subdivisions Chapter 20, Article II, Division 2, Amendments Chapter 20, Article IV, Conditional Uses Chapter 20, Article VI, Wetland Protection Chapter 20, Article XIV, Division 1, "RLM" Low and Medium Density Residential District Chapter 20, Article )OM, Bluff Creek Overlay District Planning Commission Foxwood — Planning Case 2016-13 June 7, 2016 Page 3 of 24 BACKGROUND The structure on the Wilson property was originally constructed in 1900. A wholesale nursery has operated on this property since The house on the southern property was built in 1986. SITE CONSTRAINTS Wetland Protection The City of Chanhassen Wetland Inventory indicates the presence of four wetlands on or immediately adjacent to the subject property. Kjolhaug Environmental Services Company performed afield review and delineation on October 2, 2015. At that time, 5 individual wetland basins were identified. Due to seasonal constraints, staff felt that the area between wetland 4 and wetland 3 should be revisited in the spring during the growing season. On May 10, 2016 the Technical Evaluation Panel (TEP) was convened and met on-site to review the area in question as well as three recently delineated basins on the Paulson property to the east. At this TEP it was determined that wetland 3 and wetland 4 were connected. The consultant is in the process of updating the delineation report so that it can be reviewed and approved or will need to be further modified. This connection means that the impact for the road will be larger than originally thought. As of today, May 27, 2016, there is no approved wetland delineation. In the absence of an approved boundary, the total impact area is indeterminate. As such, no wetland alteration permit may be considered for approval at this time. It is the City's practice to have wetlands and buffers placed into outlots to implement the no net loss goal. The city requires that all runoff is treated prior to discharge into a wetland. Treatment practices are being proposed for much of the drainage being directed to the wetlands. The only exception are the backyards of Block 2. This area will have a wide buffer to provide treatment and only consists of 3 backyards. For this reason, the runoff should not have a deleterious impact on the wetland water quality. The wetlands on the property are classified as either management classification 1; wetlands Ip, 2p and 3p as well as wetland 1 and wetland 2; or management classification 2. Manage 1 wetlands require a minimum buffer width of 25 feet and manage 2 wetlands require a minimum buffer width of 20 feet. Both require a 30 -foot setback from the buffer edge to the primary structure. The primary zone should be, at a minimum, incidental with the wetland buffer edge for those areas tributary to Bluff Creek. These buffers must be managed with native vegetation. If they are not disturbed, the existing vegetation will be adequate. Any buffer that is disturbed must have a planting schedule and vegetation management plan. Planning Commission Foxwood — Planning Case 2016-13 June 7, 2016 Page 4 of 24 Any impacts on the site will be subject to the following conditions. 1. The applicant must demonstrate that they have met the sequencing requirements of Minnesota Rules Chapter 8420.0520. They must first seek avoidance of wetland impacts. If this is not possible then they must mitigate the impacts to the greatest practicable extent. 2. The applicant must provide the updated wetland boundary, supporting documentation and a georeferenced shapefile for approval by the LGU. 3. The applicant must get approvals from all other agencies with jurisdiction over wetlands on the site. This may include, although not be limited too, the United States Army Corps of Engineers and the Minnesota Department of Natural Resources. 4. The applicant must identify a suitable replacement plan for any unavoidable impacts and submit to the City and other appropriate agencies for approval. 5. Signage will be required at every lot corner and angle point along the private lots adjacent to the wetlands not bound by the BCOD. The city has wetland buffer signs available and the signs shall be at the developer's expense. B1uffProtection There are no bluffs on the property. There are some areas of steeper slopes. Care should be taken when grading in or near these areas. Shoreland Management The property lies beyond the shoreland overlay district for Lake Riley. As such it will not be subject to shoreland requirements for land development. Floodplain Overlay This property does not lie with a floodplain. BLUFF CREEK OVERLAY DISTRICT A significant portion of the site lies within the Bluff Creek Overlay District (BCOD). This is intended to protect the characteristics of Bluff Creek from development pressures. The requirements of the Bluff Creek Overlay District are stated in Article XXXI of Chapter 20 of City Code. City staff and the consulting engineer for the applicant have worked together to identify the limits of the Bluff Creek Overlay District. At a minimum the BCOD should include the wetlands and wetland buffer area around wetlands 1 and 2. Any disturbance within the BCOD must be re-established with native vegetation and have a planting schedule and vegetation management plan. The following conditions apply to the Bluff Creek Overlay District. Planning Commission Foxwood — Planning Case 2016-13 June 7, 2016 Page 5 of 24 1. Infiltration basin I111 located north of Lots 10,11,16 and 17 of block 1 shall be evaluated for methods to reduce tree loss. The designer shall work with City staff to meet this end. 2. The Bluff Creek Overlay District Boundaries shall be shown to be incidental with the boundary of Outlot A. 3. Any grading within the Bluff Creek Overlay District must be restored with native vegetation. A planting schedule and vegetation maintenance plan of at least 3 years shall be provided to the city for review and approval. 4. Signage will be required at every lot corner and angle point along the private lots adjacent to the BCOD. The sign language shall be provided by the city and the signs shall be at the developer's expense. These signs shall be placed by the developer prior to selling any of the lots. REZONING The existing zoning of the property, Agricultural Estate District, is not consistent with the land use designation of the property, Residential Low Density. The comprehensive plan allows less intensive land uses to remain in place. However, any approval by the city for development of the property must be consistent with the comprehensive plan. The following zoning districts would be consistent with a Residential Low Density land use: Single -Family Residential, RSF, Mixed Low Density Residential, R-4, Low and Medium Density Residential, RLM, and Planned Unit Development — Residential, PUD -R. Staff and the applicant initially looked at proceeding under the typical RSF zoning regulations. However, the topography of the site and the natural features including woods and wetlands made it difficult and inefficient to meet all the standards. Similarly, the R-4 District had the same limitations and constraints as the RSF District. The use of a PUD -R zoning did not seem appropriate due to the fact we were not proposing flexible standards to accommodate unique housing styles or affordable housing. Furthermore, the applicant and city were interested in finding opportunities for the preservation of many natural features on the property. The RLM district is the most appropriate zoning district to rezone this property since the developer is preserving significant upland areas as well as wetlands within the oudots for common open space. The RLM district permits single-family homes, as well as twin homes, townhouses and attached housing. This RLM subdivision will be limited to single-family homes. The RLM district requires that large areas of upland are preserved or created as permanent open space to balance the higher hard surface coverage permitted on the individual lots. Staff is recommending the rezoning to RLM be approved. Planning Commission Foxwood — Planning Case 2016-13 June 7, 2016 Page 6 of 24 CONDITIONAL USE PERMIT The City of Chanhassen established the Bluff Creek Overlay District, BCO, by ordinance in 1998 to protect the Bluff Creek Corridor, wetlands, bluffs and significant stands of mature trees through the use of careful site design and other low -impact practices. This parcel is partially encumbered by the Bluff Creek Overlay District. A conditional use permit shall be issued by the city for all subdivisions, site plans, and prior the erection or alteration of any building or land within the BCO. Outlots A and C contain the Bluff Creek Corridor primary zone. The Primary Corridor is designated open space. All structures must meet a 40 -foot structural setback from the Primary Corridor boundary as required by Chanhassen City Code. However, since the city is designating the Primary Corridor Boundary as incidental to outlot A, which is more convenience then actual boundary, we recommend a blanket 20 -foot setback, requiring a 20 -foot variance. The developer may dedicate Outlot A and C to the city. 1. Infiltration basin IBI located north of Lots 10, 11, 16 and 17 of block 1 shall be evaluated for methods to reduce tree loss. 2. The Bluff Creek Overlay District Boundaries shall be shown to be incidental with the boundaries of Outlots A and C. 3. Any grading within the Bluff Creek Overlay District must be restored with native vegetation. A planting schedule and vegetation maintenance plan of at least 3 years shall be provided to the city for review and approval. 4. Signage will be required at every lot corner and angle point along the private lots adjacent to the BCOD. The sign language shall be provided by the city and the signs shall be at the developer's expense. These signs shall be placed by the developer prior to selling any of the lots. Planning Commission Foxwood — Planning Case 2016-13 June 7, 2016 Page 7 of 24 The applicant is proposing a 43 lot single-family detached housing subdivision served via public streets. EASEMENTS Existing Conditions Survey The survey shows a 16.5 -foot -wide telephone easement through the center of the site. This easement must be vacated before the City Council considers final plat approval. I" 'IXVITQI(4 The applicant proposes to mass grade the site. The site contains three wetlands- Wetlands 1p, 2p, and Wetland 2- where the wetlands are higher than the adjacent homes. Wetland 3p is part of the Wetland 1p/2p complex and is approximately the same elevation of one of the proposed adjacent homes. The existing drainage area to the Wetlands 1p, 2p and 3p is relatively small. Based on staff experience a portion of the hydrology to this wetland complex may be via groundwater. Section 18-40 (4) d. 2. i. requires a three-foot separation between the water elevation and the adjacent low floor elevation. The building pad for Lot 4, Block 1 is 50' from Wetland 3p and the low floor elevation is approximately 7 feet below the wetland elevation. Similarly, Lot 18, Planning Commission Foxwood — Planning Case 2016-13 June 7, 2016 Page 8 of 24 Block 1 is approximately 60' from Wetland 2, and the lowest floor elevation is 5.5' lower than the wetland. Soil borings were not taken in the area of the Wetland 1p/2p/3p complex or Wetland 2 therefore staff recommends that the developer install shallow monitoring wells or piezometers. Water elevations shall be monitored for a minimum of four weeks during a time when seasonally high water table would be expected. This information will be considered in determining the appropriate elevations of the adjacent homes and/or infrastructure necessary to meet City Code. An oversized drainage and utility easement is required at the back of Lot 1, Block 6 as this area conveys drainage from the adjacent parcel. Staff recommends that the 916' contour extend into the drainageway to create a swale versus the sheet drainage pattern that is currently shown; it has been staffs experience that landscaping/hardscaping/etc. on the downstream parcel tends to impede sheet drainage. Per Section 1840 (4) d. 2. v. a drain tile service is required for Lots 1-4 Block 5, Lot 6 Block 5; and Lots 1-3 Block 6 as these lots are proposed to drain from the back of the lot towards the street. There are several locations throughout the site where the driveway grades exceed 9%. The developer's engineer shall ensure that the maximum driveway grades shown on the plan are calculated such that a 10' landing is provided where the driveway connects to the street and a five to 10 -foot landing is provided at the garage. The recommended grade at these locations is 3%. On the grading plan label the existing contours. DRAINAGE Under existing conditions, the site is divided into three major drainage areas. The northern approximately 17 acres of upland and about 8.5 acres of wetland drains to the large DNR Public Water Wetland located north and west on this and adjoining properties. This wetland ultimately drains to Bluff Creek which is listed as impaired for turbidity and fish indices of biologic integrity. A Total Maximum Daily Load (TMDL) implementation plan was finished in 2013. This study revealed that low base flows and flashiness after larger rain events are the largest contributors to the impairments. This makes achieving volume reduction more imperative than it might otherwise be. The middle 12 or so acres of upland drains to wetland 3 in the southeast of the property. This heavily wooded portion drains to the east and ultimately to Lake Riley. The remaining portion either drains directly to the right-of-way for T.H. 101 or to the most southerly wetland, wetland 4. In either case Lake Riley is the receiving water body and at 0.3 miles is well within the 1 -mile radius pertinent to the NPDES permit. Lake Riley is impaired for nutrients. Riley Creek, downstream of Lake Riley is also on the 303D list as having a turbidity impairment. This is just over 1 mile from the site but the site is within the contributing Planning Commission Foxwood — Planning Case 2016-13 June 7, 2016 Page 9 of 24 watershed and the development of this site should be considered in regard to the forthcoming waste load allocation that will be given to the city. The Stormwater Management Hydrologic and Hydraulic Study (H&H Study), dated May 6`^ 2016 was reviewed. There are several assumptions and practices employed in this model that staff does not feel are accurate or meet the intent of code. The fust is the assumption that the entire site has soils that fall into the hydrologic class of a "D" soil despite the USGS Web Soil Survey indicating that the majority of the soils on the site are in the "B" hydrologic group. The H&H Study assumes that the soils will have the same hydrologic properties after full build out. This is contrary to known construction practices and resulting increases in bulk density. The typical methodology of site preparation involves extensive clearing and grading with large proportions of the development experiencing cuts or fills. High soil densities are desired as this minimizes settling which can lead to cracking of foundations and paved surfaces. However, the compaction is typically not confined to these areas as the entire site is prepared en mass. There have been several studies, such as the 2001 study conducted by Ocean County Soil Conservation District, that show that the accepted NRCS Technical Release 55, (TR -55) Urban Hydrology for Small Watersheds curve numbers underestimate infiltration rates in wooded areas and overestimated infiltration rates in disturbed soils with high bulk densities. When bulk densities increase above 1.65 g/cm3, infiltration rates slow and approach zero. The MN Stormwater Manual references two studies indicating that bulk densities on mass graded sites increase 0.34 to 0.35 g/cm3 over undisturbed conditions. The MN Stormwater Manual also indicates that "urban fill soils" have a bulk density between 1.5 g/cm3 and 1.9 g/cm3. For all these reasons staff feels it is not accurate to assume that post construction soils will have the same hydraulic characteristics as the current undisturbed soils as the H&H Study does. The model shall be modified to reflect the fact that current soil conditions and vegetative cover will have a lower bulk density and a higher infiltration rate than fully developed conditions. In reviewing the model, staff noted several instances where the time of concentration increased post development. Given the installation of pavement, curb and gutter and storm sewer pipe with the specific purpose of quickly collecting stormwater and conveying it to a receiving body, this is counter to what would be expected. In some cases, such as drainage area D -W4 the vegetative cover remains unchanged but the distance the runoff needs to travel decreased yet the time of concentration increased from 1.7 minutes to 10 minutes. Drainage area D -W3 goes from an 11 acres wooded tract of land that spans the entire site from west to east to a 4 -acre area that includes 8 additional backyards and approximately '/+ the travel distance for runoff. However, the time of concentration increased from 6.2 minutes to 10 minutes. The model must be modified to accurately reflect times of concentration for each drainage area. As noted earlier, the soil survey for this area indicates that the area is predominately `B" soils. Exceptions include the depressional areas where wetlands are located. However, the model assumes "D" soils throughout yet indicates that they will get 0.45"/hour at infiltration basin #1 Planning Commission Foxwood — Planning Case 2016-13 June 7, 2016 Page 10 of 24 and 0.2011/hour at infiltration basin #2. These rates are consistent with `B" and "C" soils respectively. There is a distinct incongruence between these assumptions. It has been staffs experience that geotechnical borings lack the temporal and spatial resolution necessary to ignore soil survey data. In the absence of measured infiltration rates, the site should be modeled with conditions similar to what is anticipated given the soil survey and the proposed construction methodologies. City code requires that rates are not increased at any point where runoff leaves the site. By definition, entering a water of the state, is considered leaving the site. The wetlands cannot be used to meet rate control. Rate control must be achieved prior to discharge to any of the wetlands, MN DOT right-of-way or adjoining properties. The aforementioned time of concentrations shall also be modified accordingly in determining rates. EROSION PREVENTION AND SEDIMENT CONTROL The proposed development will exceed one (1) acre of disturbance and will, therefore, be subject to the General Permit Authorization to Discharge Stormwater Associated with Construction Activity Under the National Pollution Discharge Elimination/State Disposal System (NPDES Construction Permit). The applicant has prepared and submitted a Surface Water Pollution Prevention Plan (SWPPP) to the city for review. The SWPPP is a required submittal element for preliminary plat review. No earth disturbing activities may occur until an approved SWPPP is developed. This SWPPP shall be a standalone document consistent with the NPDES Construction Permit and shall contain all required elements as listed in Parts III and IV of the permit. The SWPPP will need to be updated as the plans are finalized, when the contractor and their sub -contractors are identified and as other conditions change. Changes to the erosion prevention and sediment control plan that should be made prior to final plat are as follows: 1. The infiltration basin areas shall be protected from construction traffic and other construction related activities throughout the duration of the project. This shall be noted on the grading plan, in the SWPPP and shown with pre -construction silt fence location. 2. The infiltration areas shall be graded last. The tributary area shall be graded and stabilized prior to excavation of the infiltration basins. 3. The mass grade phasing schedule shall include stripping and stockpiling of top soil material. 4. The grading and erosion plan shall include stockpile locations. 5. The SWPPP and erosion plan shall include topsoil quantities necessary to place six inches (6") on all disturbed areas to be re -vegetated. 6. A detailed planting schedule and plan shall be included for each infiltration basin. 7. Redundant perimeter controls are required for all disturbs soils draining to wetlands. This may be silt fence, biologs, wind -rows of salvaged and stockpiled topsoil or other as approved by the city. Planning Commission Foxwood — Planning Case 2016-13 June 7, 2016 Page 11 of 24 8. The developer shall be responsible for procuring the NPDES construction permit and providing proof to the city prior to any land disturbing activities. RETAINING WALLS The plans identify 10 retaining walls that are proposed to be constructed with the project. Location m Hax im t Length Comments Lot 1, Block 1 3' 52' Lot 2, Block 1 3' 70' Lot 6, Block 1 Side yard 3' 85' Lot 6, Block 1 Back yard 8' 107' Lot 17, Block 1 5' 90' Lot 5, Block 2 6' 50' Lot 2, Block 4 8' 100' Must be moved out of the drainage and utility easement. Lot 7, Block 5 4' 40' Lot 10, Block 5 6' 60' Lot 11, Block 5 4' 55' STREETS The development will construct a minor collector road, Road A from TH 101 to the project limits. This street will ultimately extend to Powers Boulevard when the property to the south develops. A temporary cul-de-sac will be installed at the end of Road A. The grading plan must be revised to eliminate the 3H:1 V slope within the temporary cul-de-sac. The developer shall dedicate an easement over the temporary cul-de-sac; the easement exhibit shall be submitted with the final plat application. The streets shown in the preliminary plat are 31' wide within a 60 -foot wide right of way; cul-de-sacs are shown at 90' diameter within a 120' right of way. The developer will install a private street to the two existing homes at 9250 Great Plains Blvd (Lot 5, Block 5) and 9350 Great Plains Blvd. The private street will extend from Road A within Outlot B and must be built to a 7 -ton design. Pedestrian curb ramps from the sidewalks to the street are required must be ADA -compliant. Based on the road profiles submitted the developer should ensure that the ramps at the intersections of Road A/D and Road D/E will meet ADA requirements; issues have been encountered in other developments where it is difficult to construct ADA -compliant curb ramps when the street grade at an intersection exceeds the maximum grade allowed by ADA. Planning Commission Foxwood — Planning Case 2016-13 June 7, 2016 Page 12 of 24 SANITARY SEWER AND WATERMAIN The well on the property must be properly abandoned. This site lies within the service area of a future, permanent lift station that will be located on Powers Boulevard between Highway 212 and Pioneer Trail as shown on the map below. The City will not reimburse for the cost of the temporary lift station and force main that will service Foxwood as the developer has elected to proceed with developing the site prior to installation of the City's trunk lift station and force main. Iufiu�rw .5 • Future force main - Subject property Future permanent lift station The cost of the trunk lift station and force main will be assessed to the properties that will be serviced by the system. Staff is mapping the service area to determine net benefitting area. At a future council meeting a feasibility report will be presented and will recommend an area sewer fee for these utilities. The Foxwood development would be subject to this fee, which would be paid with the final plat. The temporary lift station will be installed at the southern end of Road A and must be located outside of the temporary cul-de-sac. The temporary force main will connect to the existing gravity sanitary sewer on the south side of Lyman Boulevard at Crossroads Boulevard. These temporary utilities will remain until the property to the south develops and extends gravity sanitary sewer to the site. The developer must work with staff to ensure that the invert elevation is at or higher than the invert elevation established during the concept planning of the undeveloped parcel to the south. Planning Commission Foxwood — Planning Case 2016-13 June 7, 2016 Page 13 of 24 The developer proposes to extend eight -inch C-900 water main from the 12" trunk main within TH 101. The water main will be stubbed at the temporary cul-de-sac and will be looped to 16" hunk main within Powers Boulevard when the property to the south develops. On Sheet 18 modify Note 2 to state that 10' horizontal separation is required between water and sewer lines and modify Note 11 to state that sanitary sewer services shall be 6" diameter. STORM WATER MANAGEMENT Article VII, Chapter 19 of city code describes the required storm water management development standards. Section 19-141 states that "these development standards shall be reflected in plans prepared by developers and/or project proposers in the design and layout of site plans, subdivisions and water management features." Storm Water Utility Connection Charges Section 4-30 of city code sets out the fees associated with surface water management. A water quality and water quantity fee are collected with a subdivision. These fees are based on land use type and are intended to reflect the fact that the more intense the development type, the greater the degradation of surface water. This fee will be applied to the new lot of record being created. It is calculated as shown in the table below: ASSESSMENTS Water and sewer partial hookups are due at the time of final plat. The partial hookup fees will be assessed at the rate in effect at that time. The remaining partial hookups fees are due with the building permit. LANDSCAPING AND TREE PRESERVATION The applicant for the Foxwood development has submitted tree canopy coverage and preservation calculations. They are as follows: Total upland area (excluding wetlands) 29.648 ac. Baseline canopy coverage 58% or 17.38 ac. Minimum canopy coverage required 35% or 10.37 ac. Proposed tree preservation 27% or 7.86 ac. The developer does not meet minimum canopy coverage for the site; therefore, the applicant must bring the canopy coverage on site up to the 35% minimum. The difference between the Planning Commission Foxwood — Planning Case 2016-13 June 7, 2016 Page 14 of 24 required coverage and the remaining coverage is multiplied by 1.2 for total area to be replaced. One tree is valued at 1,089 SF. Minimum canopy coverage to be replaced 2.5 ac Total number of trees to be planted 120 trees The applicant has proposed a total of 124 trees throughout the development, which satisfies the reforestation requirements. The applicant is required to provide bufferyard plantings along Great Plains Blvd. Bufferyard requirements are as shown in the table: Landscaping Item Required Proposed Bufferyard B — South 2 overstory trees 2 overstory trees property line, Lake Lucy 3 understory trees 8 understory trees Rd., 178', 30' width 5 shrubs 5 shrubs The applicant meets bufferyard landscaping requirements and has also provided a bufferyard planting area along the stormwater pond to the north of the entrance. MISCELLANEOUS Final grading plans and soil reports must be submitted to the Inspections Division before building permits will be issued. Buildings may be required to be designed by an architect and/or engineer as determined by the Building Official. Engineered design and building permits are required for retaining walls exceeding four feet in height. Submit proposed street-name(s) to Building Official and Fire Marshal for approval. Each lot must be provided with a separate sewer and water service. Demolition permits must be obtained before demolishing any structures. Proper removal, abandonment or sealing of storage tanks, on-site septic systems, wells, etc. is required. Permits are required, as applicable. If applicable, existing home(s) affected by the new street will require address changes. The applicant and or their agent shall meet with the Inspections Division as early as possible to discuss plan review and permit procedures. A three-foot clear space must be provided around the fire hydrants. No burning permits will be issued for tree, brush removal. Submit proposed street name to Chanhassen Building Official and Fire Marshal for review and approval. Street signs (temporary allowed) shall be installed prior to building permits being issued. Fire Marshal must approve signage. Prior to combustible construction fire hydrants shall be made serviceable. Prior to combustible home construction fire apparatus access roads capable of supporting the weight of fire apparatus shall be made serviceable. Additional fire hydrants will be required. Planning Commission Foxwood — Planning Case 2016-13 June 7, 2016 Page 15 of 24 PARKS AND OPEN SPACE The quality and number of recreational facilities in a community directly contributes to its quality of life. For this reason, the City of Chanhassen places a strong emphasis on parks and open space. As the City of Chanhassen has developed and increased in population, more pressure and attention has been given to providing recreational opportunities for our residents. Increased leisure time, health awareness, greater mobility, and high disposable incomes have all contributed to the increased demand for recreational activities. The challenge of the next century will be to provide facilities for a growing and diverse population. Parks can be defined as public areas that provide active or passive -oriented recreational facilities. A significant characteristic of parkland is its accessibility to its users. Open space is any parcel that is not used for buildings or other structures and is left in a natural state. Parks and open space perform diverse fimctions such as: meeting physical and psychological needs, enhancing and protecting the resource base, enhancing real estate values, and providing a positive impact on economic development. Park Plan The city's comprehensive park plan calls for a neighborhood park to be located within one-half mile of every residence in the city. The park service area of community parks extends to a distance of 1-2 miles. The proposed Wilson Tree Farm Subdivision is located directly adjacent to the 58 -acre Fox Woods Park Preserve and directly across Highway 101 from the 45 -acre Bandimere Community Park. Bandimere Community Park offers a wide and growing array of recreational amenities and has been open to the public since 1999. Development of public access points to the Fox Woods Park Preserve, through a combination of vehicle and pedestrian touch points as well as the installation of a series of nature trails within the preserve, will begin concurrent with the development of the Wilson Nursery property. Additional acquisition of public open space through the application of park dedication requirements is not recommended as a condition of the subdivision. Trail Plan Residents purchasing homes within the new Wilson Tree Farm subdivision will have convenient pedestrian access to area public facilities through careful planning and construction of some key pedestrian improvements: ➢ Planning and construction of interior sidewalks within the subdivision. park Planning Commission Foxwood — Planning Case 2016-13 June 7, 2016 Page 16 of 24 ➢ Planning and construction of two planned 10 -foot wide trail connections leading from two cul-de-sacs into the Fox Woods Preserve. ➢ Planning and construction of a Highway 101 trail connection between the current trail terminus at the Bandimere Park Pedestrian Underpass and the northern terminus of the plat adjacent to and along Highway 101. ➢ Dedication of an outlot adjacent to Lot 32 and across the southern portion of Lot 46 to accommodate future construction of a trail. ➢ The granting of a permanent 20 foot wide trail easement across the rear of lots 8 and 9, Block 3. Trail right of ways within the subdivision shall be provided within outlots as a condition of the plat. Acquisition of trail easements outside of the plat shall be the responsibility of the City of Chanhassen. The Developer shall be responsible for the installation and payment of the two planned 10 -foot wide trail connections leading from two cul-de-sacs into the Fox Woods Preserve. For those sections of the Hwy 101 trail situated north and south of their property boundaries, the Developer shall be reimbursed by the City of Chanhassen for the full cost of planning, engineering and construction of a planned 10 -foot wide Highway 101 trail connection between the current trail terminus at the Bandimere Park Pedestrian Underpass and the northern terminus of the plat along Highway 101. For that section of the Highway 101 trail located within or adjacent to the Developer's project boundary, the applicant shall be reimbursed by the City for the cost of the aggregate base, trail surfacing, retaining walls and storm water systems utilized to construct the trail. This reimbursement payment shall be made upon completion and acceptance of the trail and receipt of an invoice documenting the actual costs for the construction materials noted. Labor and installation for the trail surface and design, and engineering and testing services for all components of the Developers section, are not reimbursable expenses. All trails shall be 10 feet in width, surfaced with asphalt and constructed to meet city specifications. Planning Commission Foxwood — Planning Case 2016-13 June 7, 2016 Page 17 of 24 PERMITS At this time staff has determined that the developer must contact the following agencies for permits: a) Minnesota Department of Health for the water main. b) Minnesota Pollution Control Agency for the sanitary sewer system. c) Minnesota Pollution Control Agency for the NPDES storm water permit. d) Minnesota Department of Transportation for a Work in Right of Way permit for the force main installation. e) Minnesota Department of Transportation for a drainage permit. f) City of Chanhassen for building permits. FEES Based on the proposal the following fees would be collected with the development contract: a) Administration Fee: if the improvement costs are between $500,000 and $1,000,000, 2% of the improvement costs. If the improvement costs exceed $1,000,000, 2.5% of the first $1,000,000 plus 1.5% of the remainder. b) Surface water management fee: $218,662.84 c) A portion of the water hook-up charge: $2,065/unit d) A portion of the sanitary sewer hook-up charge: $691 /unit e) Park dedication fee: $253,000 f) GIS fees: $25 for the plat plus $10 per parcel g) Street light operating fee for one year: $300 per light h) Area sewer fee for future trunk lift station and force main: Amount to be determined. COMPLIANCE TABLE Lot Area Lot Lot 35 %Maximum Site Coverage Notes (sq. ft.) Width Depth (sq. ft Single -Family Detached Code (RLM) 9,000 50 110 3,150 Housing BIk 1,Lot 1 12,600 90 140 4,410 Wetland Lot 2 15,147 100 130 5,301 Corner lot Cul-de-sac, show 10' side Lot 3 16,091 85 130 5,632 setbacks, Wetland Lot 4 1 14,525 85 123 1 5,084 Cul-de-sac, wetland, show Planning Commission Foxwood - Planning Case 2016-13 June 7, 2016 Page 18 of 24 Lot Area (sq. ft.) Lot Width Lot Depth 35 %Maximum Site Coverage (sq. ft. Notes 30' front Lot 5 15,123 85 118 5,293 Cul-de-sac, wetland, show 30' front Lot 6 14,718 85 118 5,151 Cul-de-sac, wetland, show 30' front Lot 7 17,581 103 146 6,153 Corner lot, wetland, show 30' front Lot 8 11,739 90 121 4,109 Wetland Lot 9 12,799 90 126 4,480 Wetland Lot 10 14,240 90 130 4,984 Wetland, show 10' side setbacks Lot 11 15,306 90 132 5,357 Lot 12 11,688 92 123 4,091 Lot 13 14,974 103 127 5,241 Comer lot Lot 14 12,133 120 127 4,247 Lot 15 11,980 102 196 4,193 Lot 16 18,390 72 139 6,437 Cul-de-sac, show 30' front setback Lot 17 17,136 82 218 5,998 Cul-de-sac, Wetland, show 40' front setback shown Lot 18 15,244 106 202 5,335 Cul-de-sac, Wetland Blk 2 Lot 1 12,599 110 124 4,410 Corner lot, Wetland Lot 2 11,652 91 133 4,078 Wetland, show 10' side setbacks Blk 3, Lot 1 13,500 90 150 4,725 Lot 2 15,253 128 121 5,339 Show 10' side setbacks Lot 3 17,814 106 139 6,235 Comer lot Lot 4 11,430 90 127 4,001 Lot 5 12,958 116 127 4,535 Lot 6 13,843 116 145 4,845 Lot 7 16,669 88 150 5,834 Shows 30' front setback Lot 8 19,487 86 143 6,820 Cul-de-sac, Wetland Lot 9 17,911 91 158 6,269 Cul-de-sac, Wetland Blk 4, Lot 1 13,255 135 133 4,639 Wetland Lot 2 12,340 125 130 4,319 Wetland Blk 5, Lot 1 14,995 107 145 5,248 Wetland, Adjacent to private street Lot 2 11,200 81 132 3,920 Wetland Lot 12,105 108 132 4,237 Wetland Lot 4 14,557 158 130 1 5,095 Wetland Lot 5 # 120,342 216 507 1 42,120 Wetland, Paulsen residence Planning Commission Foxwood — Planning Case 2016-13 June 7, 2016 Page 19 of 24 # Remnant of the lot surrounding the existing home to remain. * Lots range from 11,200 square feet to 21,204 square feet. RLM Setbacks: Front: 25 feet, Side: 10/5 feet - House/Garage side (minimum 15 feet separations between structures), Rear: 25 feet. Wetland Setback: Buffer 20 feet, buffer setback 30 feet. Bluff Creek Primary Zone Setback: 20 feet subject to approval of a 20 -foot variance. VARIANCE The applicant's variance request is for the use of a private street. This access will be for the two existing homes on the site. It will eliminate a shared driveway access on to Highway 101 and allow them to access via the new, local public street, which will be a safer access. The new street will line up with the access to Bandimere Park, creating a fun intersection. Staff believes this is a reasonable resolution for the access to the two existing homes that will remain. Outlots A and C contain the Bluff Creek Corridor primary zone. The Primary Corridor is designated open space. All structures must meet a 40 -foot structural setback from the Primary Corridor boundary as required by Chanhassen City Code. However, since the city is designating the Primary Corridor Boundary as incidental to outlot A and C, which is more convenience then actual boundary, we recommend a blanket 20 -foot setback, requiring a 20 -foot variance. Lot Area (sq. ft.) Lot Width Lot Depth 35 %Maximum Site Coverage (sq. ft Notes Lot 6 13,634 100 130 4,772 Wetland Lot 7 12,096 85 136 4,091 Lot 8 13,598 82 153 4,759 Lot 9 15,699 82 179 5,495 Lot 10 15,214 100 204 5,325 Lot 11 16,829 82 204 5,890 EWetland Lot 12 13,683 90 151 4,789 Blit 6 Lot 1 21,204 122 177 7,421 Comer 1ot90 Lot 2 16,551 90 182 5,793 Lot 3 17,317 113 186 6,061 Adjacent to private street Oudot A 531,348 12.2 ac., Open Space/Wetland, Bluff Creek Primary Zone Oudot B 5,531 0.13 ac., Private Street Outlot C 58,500 1.34 ac., Open Space/Wetland Oudot D 243,114 5.58 ac., en Space /Wetland Outlot E 68,876 1.58 ac., en Space/Wetland Oudot F 6,602 0.15 ac., Open S ace/Wetland ROW 203,861 4.68 acres Average Lot Size 15,321 Excludes Lot 5, Block 5 Total 1,896,980 1 1 43.55 Acres # Remnant of the lot surrounding the existing home to remain. * Lots range from 11,200 square feet to 21,204 square feet. RLM Setbacks: Front: 25 feet, Side: 10/5 feet - House/Garage side (minimum 15 feet separations between structures), Rear: 25 feet. Wetland Setback: Buffer 20 feet, buffer setback 30 feet. Bluff Creek Primary Zone Setback: 20 feet subject to approval of a 20 -foot variance. VARIANCE The applicant's variance request is for the use of a private street. This access will be for the two existing homes on the site. It will eliminate a shared driveway access on to Highway 101 and allow them to access via the new, local public street, which will be a safer access. The new street will line up with the access to Bandimere Park, creating a fun intersection. Staff believes this is a reasonable resolution for the access to the two existing homes that will remain. Outlots A and C contain the Bluff Creek Corridor primary zone. The Primary Corridor is designated open space. All structures must meet a 40 -foot structural setback from the Primary Corridor boundary as required by Chanhassen City Code. However, since the city is designating the Primary Corridor Boundary as incidental to outlot A and C, which is more convenience then actual boundary, we recommend a blanket 20 -foot setback, requiring a 20 -foot variance. Planning Commission Foxwood — Planning Case 2016-13 June 7, 2016 Page 20 of 24 WETLAND ALTERATION PERMIT Staff cannot recommend approval of the Wetland Alteration Permit at this time. There is insufficient information to determine the extent of wetland impact let alone to determine if the required sequencing argument is met. At the time that sufficient information is submitted to make a determination the following conditions will apply: 1. The applicant must demonstrate that they have met the sequencing requirements of Minnesota Rules Chapter 8420.0520. 2. The applicant must provide the updated wetland boundary, supporting documentation and a georeferenced shapefile for approval by the LGU. 3. The applicant must get approvals from all other agencies with jurisdiction over wetlands on the site. 4. The applicant must identify a suitable replacement plan for any unavoidable impacts and submit to the City and other appropriate agencies for approval. RECOMMENDATION Staff recommends that the Planning Commission approve the Conditional Use Permit for development in the Bluff Creek Overlay District (BCOD), rezoning from Agricultural Estate District (A-2) to Residential Low and Medium Density (RLM), and a 46 -lot preliminary plat with variances for a private street and a 20 foot Primary Corridor Boundary setback, plans prepared by Alliant Engineering, Inc. dated 5-6-16, subject to the following conditions, table the Wetland Alteration Permit and adoption of the attached Findings of Fact and Recommendation: Rezoning: 1. Contingent on final plat approval. Subdivision: Building: 1. Final grading plans and soil reports must be submitted to the Inspections Division before building permits will be issued. 2. Buildings may be required to be designed by an architect and/or engineer as determined by the Building Official. 3. Engineered design and building permits are required for retaining walls exceeding four feet in height. 4. Each lot must be provided with a separate sewer and water service. 5. Demolition permits must be obtained before demolishing any structures. Planning Commission Foxwood — Planning Case 2016-13 June 7, 2016 Page 21 of 24 6. Proper removal, abandonment or sealing of storage tanks, on-site septic systems, wells, etc. is required. Permits are required, as applicable. 7. If applicable, existing home(s) affected by the new street will require address changes. 8. Provide a 1:200 "clean" plat drawing. Enaineerine: 1. The 16.5' wide telephone easement must be vacated before the City Council considers final plat approval. 2. The well on the property must be properly abandoned. 3. Label the contours on Sheet 2 of the Existing Conditions Survey. 4. The grading plan must be revised to eliminate the 3H:1 V slope within the temporary cul-de- sac. 5. The developer shall dedicate an easement over the temporary cul-de-sac; the easement exhibit shall be submitted with the final plat application. 6. The private street within Outlot B and must be built to a 7 -ton design. 7. Pedestrian curb ramps from the sidewalks to the street are required must be ADA -compliant. 8. The developer will install shallow monitoring wells or piezometers in the area of Lots 1-4, Block 5 and Lot 18, Block 1. Water elevations shall be monitored for a minimum of four weeks during a time when seasonally high water table would be expected. 9. An oversized drainage and utility easement is required at the back of Lot 1, Block 6 as this area conveys drainage from the adjacent parcel. Staff recommends that the 916' contour extend into the drainageway to create a swale versus the sheet drainage pattern that is currently shown; it has been staff's experience that landscaping/hardscaping/etc. on the downstream parcel tends to impede sheet drainage. 10. Per Section 18-40 (4) d. 2. v. a drain tile service is required for Lots 1-4 Block 5, Lot 6 Block 5; and Lots 1-3 Block 6 as these lots are proposed to drain from the back of the lot towards the street. 11. The developer's engineer shall ensure that the maximum driveway grades shown on the plan are calculated such that a 10' landing is provided where the driveway connects to the street and a five to 10 -foot landing is provided at the garage. 12. On the grading plan label the existing contours. 13. The retaining wall on Lot 2, Block 4 must be outside of the drainage and utility easement. 14. The temporary lift station must be located outside of the temporary cul-de-sac. 15. The developer must work with staff to ensure that the invert elevation is at or higher than the invert elevation established during the concept planning of the undeveloped parcel to the south. 16. On Sheet 18 modify Note 2 to state that 10' horizontal separation is required between water and sewer lines and modify Note 11 to state that sanitary sewer services shall be 6" diameter. Planning Commission Foxwood — Planning Case 2016-13 June 7, 2016 Page 22 of 24 Environmental Resources: Prior to any grading, the applicant shall install tree preservation fencing using metal stakes. The fencing shall be placed fencing at the grading limits. Tree #2524 shall be included in the fencing area rather than fenced separately. These protections shall remain in effect until construction is completed. Signage identifying outlot natural areas will be posted at property comers on lots 1, 3-6, 8-9, 17, 18, block 1 and lots 1, 2, block 2 and lots 8, 9, block 3 and lot 1-2, block 4. Fire: 1. A 3 -foot clear space shall be maintained around fire hydrants. 2. Submit propose street names to Chanhassen Fire Marshal and Chanhassen Building Official for review and approval. 3. Street signs (temporary allowed) shall be installed prior to building permits being issued. Fire Marshal must approve signage. 4. Prior to combustible construction fire hydrants shall be made serviceable. 5. No burning permits will be issued for treetbrush removal. 6. Prior to combustible home construction fire apparatus access roads capable of supporting the weight of fire apparatus shall be made serviceable. 7. Additional fire hydrants will be required or relocated. Parks: 1. Full park dedication fees shall be collected per city ordinance in lieu of requiring parkland dedication; and 2. Dedication of an outlot adjacent to Lot 12, Block 5 and across the southern portion of Lot 5, Block 5 to accommodate future construction of a trail. 3. Planning, engineering and construction of two planned 10 -foot wide trail connections leading from two cul-de-sacs into the Fox Woods Preserve. 4. Planning, engineering and construction of a planned 10 -foot wide Highway 101 trail connection between the current trail terminus at the Bandimere Park Pedestrian Underpass and the northern terminus of the plat adjacent to and along Highway 101. 5. Trail right of ways within the subdivision shall be provided within outlots as a condition of the plat. Acquisition of trail easements outside of the plat shall be the responsibility of the City of Chanhassen. 6. The Developer shall be responsible for the installation and payment of the two planned 10 - foot wide trail connections leading from two cul-de-sacs into the Fox Woods Preserve. 7. For those sections of the Hwy 101 trail situated north and south of their property boundaries, the Developer shall be reimbursed by the City of Chanhassen for the full cost of planning, engineering and construction of a planned 10 -foot wide Highway 101 trail connection Planning Commission Foxwood — Planning Case 2016-13 June 7, 2016 Page 23 of 24 between the current trail terminus at the Bandimere Park Pedestrian Underpass and the northern terminus of the plat along Highway 101. 8. For that section of the Highway 101 trail located within or adjacent to the Developer's project boundary, the applicant shall be reimbursed by the City for the cost of the aggregate base, trail surfacing, retaining walls and storm water systems utilized to construct the trail. This reimbursement payment shall be made upon completion and acceptance of the trail and receipt of an invoice documenting the actual costs for the construction materials noted. Labor and installation for the trail surface and design, and engineering and testing services for all components of the Developers section, are not reimbursable expenses. 9. All trails shall be 10 feet in width, surfaced with asphalt and constructed to meet city specifications. 10. The granting of a permanent 20 foot wide trail easement across the rear of lots 8 and 9, Block 3. Water Resources Coordinator: I . The model shall be modified to reflect the fact that current soil conditions and vegetative cover will have a lower bulk density and a higher infiltration rate than fully developed conditions. 2. The model must be modified to accurately reflect times of concentration for each drainage area. 3. In the absence of measured infiltration rates, the site should be modeled with conditions similar to what is anticipated given the soil survey and the proposed construction methodologies. 4. The wetlands cannot be used to meet rate control. Rate control must be achieved prior to discharge to any of the wetlands, MN DOT right-of-way or adjoining properties. 5. The infiltration basin areas shall be protected from construction traffic and other construction related activities throughout the duration of the project. This shall be noted on the grading plan, in the SWPPP and shown with pre -construction silt fence location. 6. The infiltration areas shall be graded last. The tributary area shall be graded and stabilized prior to excavation of the infiltration basins. 7. The mass grade phasing schedule shall include stripping and stockpiling of top soil material. 8. The grading and erosion plan shall include stockpile locations. 9. The SWPPP and erosion plan shall include topsoil quantities necessary to place six inches (6") on all disturbed areas to be re -vegetated. 10. A detailed planting schedule and plan shall be included for each infiltration basin. 11. Redundant perimeter controls are required for all disturbs soils draining to wetlands. This may be silt fence, biologs, wind -rows of salvaged and stockpiled topsoil or other as approved by the city. 12. The developer shall be responsible for procuring the NPDES construction permit and providing proof to the city prior to any land disturbing activities. 13. The developer must meet the requirements of MN Rules Chapter 8420 and the Federal Clean Water Act. Planning Commission Foxwood — Planning Case 2016-13 June 7, 2016 Page 24 of 24 14. The development shall meet the CUP conditions for the Bluff Creek Overlay District. 15. Signage will be required at every lot comer and angle point along the private lots adjacent to the wetlands not bound by the BCOD. These must be installed prior to selling the lot. 16. Any grading within wetland buffers must be restored with native vegetation. A planting schedule and vegetation maintenance plan of at least 3 years shall be provided to the city for review and approval. 17. The Storm Water Utility Connection Charge due at final plat is estimated to be $218,662.84 Conditional Use Permit: 1. Infiltration basin IB 1 located north of Lots 10, 11, 16 and 17 of block 1 shall be evaluated for methods to reduce tree loss. 2. The Bluff Creek Overlay District Boundaries shall be shown to be incidental with the boundaries of Outlots A and C. 3. Any grading within the Bluff Creek Overlay District must be restored with native vegetation. A planting schedule and vegetation maintenance plan of at least 3 years shall be provided to the city for review and approval. 4. Signage will be required at every lot corner and angle point along the private lots adjacent to the BCOD. The sign language shall be provided by the city and the signs shall be at the developer's expense. These signs shall be placed by the developer prior to selling any of the lots. ATTACHMENTS 1. Findings of Fact and Recommendation 2. Development Review Application 3. Property Survey Sheets I & 2 4. Preliminary Plat Sheets 4-6 5. Site Plan Sheet 7 6. Grading and Drainage Plan Sheet 10 7. Grading Profiles Sheet 13 8. Erosion and Sediment Control Plan Sheet 14 9. Erosion and Sediment Control Notes and Details Sheet 17 10. Utility Plan Sheet 18 11. Wetland Management Plan Sheet 22 12. Tree Canopy Coverage Plan Sheets 23 & 24 13. Tree Inventory and Preservation Plan Sheets 27-29 14. Memo from Scott Barr Engineering to Bob Generous 15. Memo from Michael Corbett, Minnesota Department of Transportation to Bob Generous 16. Public Hearing Notice and Affidavit of Mailing List gAplan\2016 planning cases\2016-13 - foxwood cup, rezoning & subdivisiou\staff report foxwoodAoc CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA FINDINGS OF FACT AND RECOMMENDATION IN RE: Application of Providence 55, LLC. and Jim Wilson & Paul Paulson for Rezoning, Conditional Use Permit, Preliminary Plat with Variances and Wetland Alteration Permit. On June 7, 2016, the Chanhassen Planning Commission met at its regularly scheduled meeting to consider the application of Providence 55, LLC. and Jim Wilson & Paul Paulson for a Wetland Alteration Permit, Conditional Use Permit for development in the Bluff Creek Overlay District (BCOD), rezoning from Agricultural Estate District (A-2) to Residential Low and Medium Density (RLM), and a 46 -lot subdivision with variances for a private street and a 20 foot Bluff Creek Primary zone setback. The Planning Commission conducted a public hearing on the proposed rezoning, subdivision and variance 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 The property is currently zoned Rural Residential District (RR). 2. The property is guided in the Land Use Plan for Residential Low Density use. 3. The legal description of the property is: The East Half of the East Half of the South Half of the Southeast Quarter, and the Southeast Quarter of the Northeast Quarter of the Southeast Quarter, all in Section 23, Township 116, Range 23, Carver County, Minnesota. And also that part of the North Half of the Southwest Quarter of Section 24, Township 116, Range 23, Carver County, Minnesota, lying southerly of the north 730.00 feet as measured along westerly line thereof and lying westerly of the centerline of State Highway No. 101, the centerline of which is described as follows: Beginning at a point on the North line of the Southwest Quarter of Section 24, Township 116, Range 23, a distance of 632.52 feet east of the Northwest corner of said Southwest Quarter; the bearing of the North line of the Southwest Quarter is assumed to be South 88 degrees 46 minutes 29 seconds East, thence South 4 degrees 24 minutes 47 seconds West a distance of 413.72 feet thence on a tangential curve, concave to the east having a central angle of I 1 degrees 38 minutes 21 seconds and a radius of 1962.29 feet a distance of 398.62 feet, thence South 7 degrees 13 minutes 34 seconds East tangent to the last described curve, a distance of 217.65 feet thence on a tangential curve, concave to the west having a central angle of 14 degrees 29 minutes 17 seconds and a radius of 1166.15 feet a distance of 294.88 feet, more or less, to a point on the South line of the North Half of the Southwest Quarter of Section 24 and there terminating said point distance 660.44 feet easterly of the Southwest comer of the North Half of the Southwest Quarter. Except that part taken by the State of Minnesota in Final Certificate filed August 27, 2009, as Document No. A506726. Except that part taken by the City of Chanhassen in Final Certificate filed May 31, 2013, as Document No. A577806. Abstract Property 4. The Zoning Ordinance directs the Planning Commission to consider six (6) possible adverse affects of the proposed amendment. The six (6) affects 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 since the zoning is consistent with the land use designation of the property, utilizes available infrastructure and provides housing opportunities. b. The proposed use is or will be compatible with the present and future land uses of the area, which are single-family detached houses. c. The proposed use conforms to all performance standards contained in the Zoning Ordinance, subject to approval of the Bluff Creek Primary Zone setback variance. d. The proposed use will not tend to or actually depreciate the area in which it is proposed since the use is similar to surrounding uses. e. The proposed use can be accommodated with existing public services and will not overburden the city's service capacity since adequate infrastructure is available to the site. f. Traffic generation by the proposed use is within capabilities of streets serving the property. 5. The Subdivision Ordinance directs the Planning Commission to consider seven possible adverse affects of the proposed subdivision. The seven (7) affects and our findings regarding them are: a. The proposed subdivision is consistent with the zoning ordinance; b. The proposed subdivision is consistent with all applicable city, county and regional plans including but not limited to the city's comprehensive plan; c. The physical characteristics of the site, including but not limited to topography, soils, vegetation, susceptibility to erosion and siltation, susceptibility to flooding, and storm water drainage are suitable for the proposed development; d. The proposed subdivision makes adequate provision for water supply, storm drainage, sewage disposal, streets, erosion control and all other improvements required by the subdivision ordinance; e. The proposed subdivision will not cause significant environmental damage; £ The proposed subdivision will not conflict with easements of record; and g. The proposed subdivision is not premature. A subdivision is premature if any of the following exists: 1) Lack of adequate storm water drainage. 2) Lack of adequate roads. 3) Lack of adequate sanitary sewer systems. 4) Lack of adequate off-site public improvements or support systems. 6. Section 20-58 of the City Code provides the following criteria for the granting of a variance: 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. The proposed variance provides a uniform Primary Zone Setback since the city is designating the Primary Corridor Boundary as incidental to outlots A and C, which is more convenience then actual boundary. b. There are practical difficulties in complying with the zoning ordinance, which include the fact that the city is designating the Primary Corridor Boundary as incidental to outlots A and C. '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. Development of the site for single-family homes is a reasonable use of the parcel. 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, but permits the efficient and logical development of the site. d. The plight of the landowner is due to circumstances unique to the property not created by the landowner since the city is designating the Primary Corridor Boundary as incidental to outlots A and C. e. The variance, if granted, will not alter the essential character of the locality, but would permit the development of homes similar to those in the development to the east. Variances shall be granted for earth sheltered construction as defined in Minnesota Statutes Section 216C.06, subdivision 14, when in harmony with this Chapter, which is not applicable to this development. 7. Variance findings within a subdivision: a. The hardship is not a mere inconvenience by providing reasonable access to two properties, eliminating an access to Highway 101 while reducing potential impacts to the natural features on the site; b. The hardship is caused by the particular physical surroundings, shape or topographical conditions of the land including wetlands, Bluff Creek and significant areas of poor soils; c. The condition or conditions upon which the request is based are unique and not generally applicable to other property because of the previously stated conditions of the property; d. The granting of a variance will not be substantially detrimental to the public welfare and is in accord with the purpose and intent of this chapter, the zoning ordinance and comprehensive plan since it will reduce direct access to Highway 101 and reduce potential impacts on the site. 8. When approving a conditional use permit the City must determine the capability of a proposed development with existing and proposed uses. The general issuance standards of the conditional use Section 20-232, include the following 12 items: a. The proposed development will not be detrimental to or endanger the public health, safety, comfort, convenience or general welfare of the neighborhood or the city. The developer shall preserve and protect the Bluff Creek primary zone. b. The proposed development will be consistent with the objectives of the city's comprehensive plan and this chapter. The developer shall preserve and protect the Bluff Creek primary zone. c. The proposed development 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 project proposes the development of homes similar to those in the development to the east. The developer shall preserve and protect the Bluff Creek primary zone. d. The proposed development will not be hazardous or disturbing to existing or planned neighboring uses. The project proposes the development of homes similar to those in the development to the east. The developer shall preserve and protect the Bluff Creek primary zone. e. The proposed development 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 development will reduce one, direct access on to Highway 101. The developer shall preserve and protect the Bluff Creek primary zone as permanent open space. f. The proposed development will not create excessive requirements for public facilities and services and will not be detrimental to the economic welfare of the community. The developer shall preserve and protect the Bluff Creek primary zone as permanent open space and dedicate such land to the city. g. The proposed development 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, 4 rodents, or trash. The developer shall preserve and protect the Bluff Creek primary zone as permanent open space. h. The proposed development will have vehicular approaches to the property which do not create traffic congestion or interfere with traffic or surrounding public thoroughfares. As noted, the development will eliminate one, dorect access on to Highway 101. The developer shall preserve and protect the Bluff Creek primary zone as permanent open space. i. The proposed development will not result in the destruction, loss or damage of solar access, natural, scenic or historic features of major significance. The developer shall preserve and protect the Bluff Creek primary zone as permanent open space. j. The proposed development will be aesthetically compatible with the area. The project proposes the development of homes similar to those in the development to the east. The developer shall preserve and protect the Bluff Creek primary zone as permanent open space. k. The proposed development will not depreciate surrounding property values. The project proposes the development of homes similar to those in the development to the east. The developer shall preserve and protect the Bluff Creek primary zone as permanent open space, potentially improving property values. 1. The proposed development will meet standards prescribed for certain uses as provided in Chapter 20, Articles IV, VI, XIV Division 1, and XXXI of the Chanhassen City Code. The developer shall preserve and protect the Bluff Creek primary zone as permanent open space as required by city code. 9. The planning report #2011-13 dated June 7, 2016, prepared by Robert Generous, et al, is incorporated herein. RECOMMENDATION The Planning Commission recommends that City Council approve the Conditional Use Permit for development in the Bluff Creek Overlay District (BCOD), rezoning from Agricultural Estate District (A-2) to Residential Low and Medium Density (RLM), and a 43 -lot preliminary plat with variances for a private street and a 20 foot Primary Corridor Boundary setback, plans prepared by Alliant Engineering, Inc. dated 5-6-16, subject to the conditions of the staff report, and table the Wetland Alteration Permit. ADOPTED by the Chanhassen Planning Commission this 7a' day of June, 2016. CHANHASSEN PLANNING COMMISSION BY: Its Chairman COMMUNITY DEVELOPMENT DEPARTMENT CITY OF CHANHASSEN Planning Division – 7700 Market Boulevard Mailing Address – P.O. Box 147, Chanhassen, MN 55317 Phone: (952) 227-1300 / Fax: (952) 227-1110 0 APPLICATION FOR DEVELOPMENT REVIEW Submittal Date: U 114 PC Date: CC Date: r� 1T 60 -Day Review Date: '' J (Refer to the appropriate Application Checklist for required submittal information that must accompany this application) ❑ Comprehensive Plan Amendment ......................... $600❑ Subdivision (SUB) ❑ Minor MUSA line for failing on-site sewers ..... $100 ❑ Create 3 lots or less ....................................... $300 Z Create over 3 lots .......................$600 + $15 per lot E'Conditional Use Perk (CUP) ( 52 low) ❑ Ingle -Family Residence ................................ $325 ❑ Metes &Bounds (2 iota)..................................$300 All Others ......................................................... $425 ❑ Consolidate Lots..............................................$150 C1 Interim Use Perk (IUP) E] Lot Line Adjustment ......................................... E] Final Plat $150 [:1 In conjunction with Single -Family Residence.. $325 .............................ttor................. (Includes $450 escrow for attorney costs)* $700 El All Others ......................................................... $425 'Additional escrow may be required for other applications ❑� Rezoning (REZ) through the development contract. ❑ Planned Unit Development (PUD) .................. $750 ❑ Vacation of Easements/Right-of-way (VAC)........ $300 ❑ Minor Amendment to existing PUD ................. $100 (Additional recording fees may apply) ❑r All Others ......................................................... $500 © Variance (VAR) .................................................... $200 ❑ Sign Plan Review ................................................... $150 Wetland Alteration Permit (WAP) ❑ Site Plan Review (SPR) ❑ Single -Family Residence ............................... $150 Administrative.................................................. $100 Z All Others ....................................................... $275 ❑ CommerciaUlndustrialDistricts•......................$500 ❑ Zoning Appeal Plus $10 per 1,000 square feet of building area: ...................................................... $100 L—thousand square feet) ❑ Zoning Ordinance Amendment (ZOA)........ $500 Include number of exi i employees: 'Include number of new employees: ❑ Residential Districts.....................................7 $500 NOTE: When multiple applications are processed concurrently, Plus $5 per dwelling unit ( units) _ Me appropriate fee shall be charged for each application. 0 Notification Sign (City to install and remove) .............................................. $200 0 Property Owners' List within 500' (City to generate after pre -application meeting) .................................................. $3 per address ( 15 addresses) ® Escrow for Recording Documents (check all that apply)..............................................a....................... $50 per document ET Conditional Use Permit ❑ Interim Use Perk ❑ Site Plan Agreement ❑ Vacation ❑ Variance E] Wetland Alteration Perk ❑ Metes & Bounds Subdivision (3 docs.) ❑ Easements (_ easements) TOTAL FEE: $2.450.00 ISection 2: Required Information Description of Proposal: Preliminary Plat approval for a 46 lot single family subdivision with 6 outlots (Foxwood) Property Address or Location: 9150 and 9250 Great Plains Boulevard, Chanhassen, MN. 55317 Parcel #: 250232100 aro 250240910 Legal Description: Total Acreage: 43.55 Wetlands Present? ® Yes ❑ No See Attached Present Zoning: Agricultural Estate District (A2) Requested Zoning: (RLM) Residential Low and Medium Dens Present Land Use Designation: Residential Low Density Requested Land Use Designation: Residential Low Density Existing Use of Property:Wilson Tree Nursery and Residence and Paulsen Residence E Check box is separate narrative is attached Section 3: Property 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: Providence 55, LLC Contact Bill Coffman Address. 1000 Boone Avenue North, Suite 400 Phone: (612) 202-0692 City/State/Zip: Golden Valley, MN. 55427 Cell. (612) 202-0692 Email: billcoffman@cbburnet com Fax Signature: /J Date. 4/27/16 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. Jim (218) 398-0114 Name: Jim Wilson and Paul Paulson Contact Paul (952)-484-2698 Address 915 8 9250 Great Plains Blvd Phone: City/State/Zip Chanhassen, MN. 55317 Cell: Email Fax Signature. Date. 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: Alliant Engineering, Inc. Contact: Mark Rausch Address. 233 Park Ave. S Ste 300 Phone: (612) 758-3080 City/State/Zip: Minneapolis, MN. 55415 Cell: (612) 767-9339 Email: mrausch@alliant-inc com Fax. (612) 758-3099 Section 4: Notification Information Who should receive copies of staff reports? `Other Contact Information: ❑ Property Owner Via: ❑ Email ❑ Mailed Paper Copy Name: ❑ Applicant Via: 0 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 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 (required). SAVE FORM PRINT FORM SUBMIT FORM Section 3: Property 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, 1 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. 1 certify that the information and exhibits submitted are true and correct. Name: Providence 55, LLC Contact: Bill Coffman Address: 1000 Boone Avenue North, Suite 400 Phone: (612) 202-0692 City/State/Zip: Golden Valley, MN. 55427 Cell: (612) 202-0692 Email: billooffman@cbburnet.com Fax: Signature: Date: 4/27116 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. 1 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, etcwith an estimate prior to any authorization to proceed with the study. I certify that the information and exhibits submitted are true and correct. Jim (218) 398-0114 Name: Jim Wilson and Paul Paulson Contact: Paul (952)1184-2698 Address: 91T& 9250 Great Plains Blvd. Phone: Clty/Slate/Zip: Chanhassen, MN. 55317 Cell: Email: PAU I. a. IPOISOv. Fax: Signatures__ 1)c Date: S 3 v)6 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: Alliant Engineering, Inc. Contact Mark Rausch Address: 233 Park Ave. S. Ste. 300 Phone: (612)758-3080 City/StatelZip. Minneapolis, MN. 55415 Cell: (612) 767-9339 Email: mrausch@alliant-inc.com Fax: (612) 758-3099 Section 4: Notification information Who should receive copies of staff reports? 'Other Contact Information: ❑ Property Owner Via: ❑ Email ❑ Mailed Paper Copy Name. El Applicant Via: g) Email ❑ Mailed Paper Copy Address: 21 Engineer Via: [Z] Email ❑ Mailed Paper Copy City/StatefZip: ❑ Other" Via: ❑ Email ❑ Mailed Paper Copy Email: STRUCTIONS TO APPLICANT: Complete all necessary forth fields, then select SAVE FORM to save a copy to your vice. PRINT FORM and deliver to city along with required documents and payment. SUBMIT FORM to send a digital F py to the city for processing (required). SAVE FORM PRINT FORM SUBMIT FORM Section. 3: Property Ovmer and ADpI icant In!ormation APPLICANT OTHER THAN PROPERTY OWNER: sr sgnrne this application, I as applicant represern to have obtained au cirvation from the property owner Io foe this apphcahon i agree !o be ty3,tr c by conatims of apprmal subject only rc the right to object at the hearings on the application of during the appear period If Ma application has ml neer sgned by the property owner, I have attached separate documentation of `uh legal capacity tc file the application Trus epplication should be processed ir. my name and 1 air the party wrdrn the Cty should contact regarding any matter waning to this application I well keep myseff irmorrea of the cleadhnes to, submissrm of material and the orogress of this app canon. I further understand that additional'ees may be charged for conwiting fees feasibility studies etcwith an esbmate prior to any authorization !o proceed with Ire study I canny that the information and extrbss suomittea ate flue and cared Name Piovsi ES LLC Corrac• Bal Coffman Address t 000 Boone Avenue North, Suite 400 Phone (612) 2024692 City/Slate/Zip Golder. Valley, MN 55427 Cel _ (612) 2D2-0692 Email biliM mmn@cbbumst com Fax Signature Date 4/27x16__ PROPERTY OWNER: In signing this applt; dion, 1 as oroperty, owner have full legs capacity to and hereby do authorize the filing o! this application I understand that Wridrians of approval are twining and agree to oe hound by th osx, COM49 e. subject only to the right M ooged at the hearings or during the advice periods , wt' keep mysell nfommec of the deadlines for submission of material and me progress of this application i fu" understand tha: additional tees may' be chargers for consuhrhg fees leowoilay studies, etc wtn an ashmsse pnx to any authorization to proceed with .he study I Certify that tore iMommahon and exhibrs submitted are true and corroc Jim (2181 398-0114 Name. Jim Wilson and Paul Paulson Contac Paul (952)-084-2698 Address 91548 9250 Great Plans Blvd. phone CRY/StateQip Chanhassen. MN 55317 Call Email _ _ r.U. 1S. 11 Fax— Signature �(„ y _ __. _ Date This application must be completed in ILA) and must be accompanied by all information and plans required by am -adle City Ordinance provsions Before fling this applirhtbnrefer to the approptate Amucamn Checklist am confer vAth the Planning Department to determine tri specific ordinance am applicable procedural requirements and fees. A detemrnation of completeness of the iloptcat on shall be made within 15 busme- days of appkcatxx. sunmitta A written notice of application deficiencies shag W rrailed to the applicant within 15 dullness days M application PROJECT ENGINEER (r apphcablel Name Address Allan! Engineering, Inc Conrad Mark Rausch 233 Para Ave S Ste. 300 Phone. CrvyStale2ip Minneapolis MN55415 Cary _ Eman mrausd>@aWant-jnc com Fax Section 4: Notification Informatmn 1612) 75&3060 (612)767-9338 (6121 758-3085 — _- Who should receive copies of staff reports? 'Other Contact Information: C Property Ovine• Via ❑ Email p Mated Paper Copy [I Apoir ant Via ❑v Email [i Mailed Paper Copy Engineer Via 0 Emal ❑ Maned Paper Copy [' Other Via i] Emal [l Maited Paper Copy Name Address _ CtyrStatei _ Email INSTRUCTIONS TO APPLICANT: C:mmplete all necessary form fields, then select SAVE FORM to save a copy to your device PRIf:T Fr)RM and deliver tc city along with required documents and payment. SUBMA FORM to send a cgitai copy :o the city for processing (required; r - - - ' "... --- -3 -- I SAVE --- SAVE FORM FRlNTFORM j SUBMT FOR) "FOXWOOD" -3 Mili�ytlJ�Z�J�iltirti COMBINED LEGAL DESCRIPTION The East Half of the East Half of the South Half of the Southeast Quarter, and the Southeast Quarter of the Northeast Quarter of the Southeast Quarter, all in Section 23, Township 116, Range 23, Carver County, Minnesota. And also that part of the North Half of the Southwest Quarter of Section 24, Township 116, Range 23, Carver County, Minnesota, lying southerly of the north 730.00 feet as measured along westerly line thereof and lying westerly of the centerline of State Highway No. 101, the centerline of which is described as follows: Beginning at a point on the North line of the Southwest Quarter of Section 24, Township 116, Range 23, a distance of 632.52 feet east of the Northwest comer of said Southwest Quarter; the bearing of the North line of the Southwest Quarter is assumed to be South 88 degrees 46 minutes 29 seconds East, thence South 4 degrees 24 minutes 47 seconds West a distance of 413.72 feet thence on a tangential curve, concave to the east having a central angle of 11 degrees 38 minutes 21 seconds and a radius of 1962.29 feet a distance of 398.62 feet, thence South 7 degrees 13 minutes 34 seconds East tangent to the last described curve, a distance of 217.65 feet thence on a tangential curve, concave to the west having a central angle of 14 degrees 29 minutes 17 seconds and a radius of 1166.15 feet a distance of 294.88 feet, more or less, to a point on the South line of the North Half of the Southwest Quarter of Section 24 and there terminating said point distance 660.44 feet easterly of the Southwest comer of the North Half of the Southwest Quarter. Except that part taken by the State of Minnesota in Final Certificate filed August 27, 2009, as Document No. A506726. Except that part taken by the City of Chanhassen in Final Certificate filed May 31, 2013, as Document No. A577806. Abstract Property. r OFCHANHASSEt RECEIVED CH ANHASSEN PLANNING DEPT F1 I I S89 23'34'E 67/.93 I £ IF vss ` W I I / SB9'47'54'E 58/./O s :o ';1W A, 5090G'29W £ vy £m 5238 /.� /: % hoz e<r- \` a$X. zwz I tl I�< I -A Im AaA'�.'a'a`aiawm I i". r I 11 B� II �rp�a MIIgAT ST a I l ` ilbe,rc zat<Fl r H MR4RY 5 do I ' '4i4 DAA - A Oars Oa Oea, Ivy+ �] Oalle hA + \ \ x OxaaxOna O i /\\. '�' \ III y�� -0An g� 9��„ h Asea •\ ' wee- �oleel /��ya 9�\ Ix B I iIn Icy_ �/v41R'fF.,s7�sox 2 Ozon /b'. �a S89 53'00 E v 0 \\ \�� �� C 7 "'i� ]namravuy Bala.Aaarpr.an,>,mae i i o f'f/6. QO Mm surae ftlee Aaed.df I z� zi 233 Park Ave S, Sea 300 sArerwweamelmmmamad o /n Minneapolis, MN 55415 DENNIS� i ' 612.758.3060 MAP! Dsrvrye.ouesrBw � �,Iaq5'''l 0 ALLIANT 612.758.3099 PAX PPM REVIEW ppae.ppp .. www.alliant-iftc.cam sanawA ix e wM 1lwiw xalrer E DRArzn W GLIB Id GONYEA HOMES a4lecl®l DBo 0 30 60 120 DATE. 1F/te p 9150 GREAT PLAINS BLVD. �7 scwlf ttizo 1V SCALE IN FEET CHANHASSEN, MINNESOTA 55317 lDa No. t`'mte LEGAL DESCRIPTION TbEmt Da"of ma One"0aIM 5WN Henmine swmaec Duan¢,, end the S chcl Occell Duan¢, ohne sWlMattoum4,. dl In $eemn z5. ronnimv 11 s, Pengo Z!. Wrvm CCunn. m t BILL aelne aaiso mel vena ne Nom Hasa rosoaen, o asea z T ei s. Ra ap ze care •• ean.M memAn a%admpMd np wee mak ee beg MI nn x iah _- ' wvreMdme cal d5 mm 9 +/N 0. EM I, Beg — — T 1B la Pani mlM NwN dlfSUMxe 0-1-1 Se 2 T seep .Rery ?3, beence e Gaz.szke Pana m o Nidap $wm n0 nmsdeceneeSIceh eIMIr ME t m ce$ Nn00ag ' '¢min z nawmtad,mn¢ol4 72kue bJ i Icth— nee,a Hal aeNll ms,ms sem z .a a e I sexv ke e d l;t 399.fi2k ¢$aM]egrea l]ni i N npE rq me mpi n¢Y xa .m e az zus kdman¢onamnpp lo. a noel argkaln ,�. app zs us 1]eo-,»em areerae m1 ss. sap cpm azsa.ae lea ro vo m souln lne Nina Nonn Han olu soulnw o dsa9 z name Dam a emrce rel®np,r of mpsN Im Nonn Handme soSn Nlm' pus t Fuppi and van then mien my me smie of Mn acpma¢ nee AuaIAi zz zoos Dn..-1-.. Asos]zs ' E¢pp psi mFenIII the Cny dCeanmassen m I—I CeNa®m MM Mry 31, Ai] Pv,mF AND PropMr. D, Tlaw I ew ,I 111 79 kfl Nine Nonn NII Is ulmp ScuLlrnalouMn Nies Ow W. T np sRa�a a, ane ma panaine Nam mmkeia sae so,mwm o�a—cl IBee soNlar o,. by mmew zl]9FlefmnwlaN n¢9erhNine mRer FnedHwy1a1,0 pa pMd...e - 3]00JkN Noe ElM 6.m lxwd wes191.A M1.eed puane ee0 e O 732ml 7W2wm of ine Nonn kptmereol, ane Inai ryn DI ine $oNn zaz ze IM d NwM ]@1e kel of sea SMnr.ee. . owm aener ohne sodliwm oearM,. .ect I AosEaa RopeM. NOTES / m$ ryaneN wa n p INd butyl m WmmNrp.NM Ink' preFaml be en H &iThe ,LLC - IPJ le Old Pe(udc NibW rae be ln I Gon¢m. eom nae HasmeA Sa baled! pe¢mce s zo s / z.m bvv of M a 'a dbbiccbe babbd In m I Gopn Sche One Can rysem be ew eerys rveyro Tn Iw p 'eaey ao o I 'aolp pp,o F¢eepanslecity ce ne final i na ar nae 1. e,M ail Nlni nbzi ,smee'o,o cedars. uk bndm oe eIIch me Hevrep eounCoo ewhehn NADKII N mpbem" ch neeMarcam Cwrewe5Y9en.5wrtlrem Zwy. NP➢N.IASIman lemD Counna ekH.oa¢e cer, XMN Yea).CwN Iuaz Evac lanian.3U6. ee / ® a. Nl esmn¢s apimpe. o 5.lme area of me aeM b OeYh. bbp aIIe 1p pyxrp kHg0.i.519 ffig. LEGEND a O YT DAR WRI MOMENT IB425 qHp GAS 0 _ STOIUI • FOUND IRON MIXIWENT —�— STORK NER aHhoRANT — WATERM A © LJIITARY MANHOLE �— WDERGRIXMD FlBEA OPTIC SANNTAO b a —X— FENE oIDm ❑ CAToK BA9N WABD RCL LIGHTnMNDDT ACCECONTROL SS sToRMCHOL£ —WEILANO DELINEATION O ,le RIPARIAN VEGETATION -- EDGE OF WATER >, 4'28"W FLARED END SECTION CONCRETE CATCH BFSN D GRAVEL OR COMPACTED SIRFAI£ ® TRANSFIXINER ® GAS METER O BITWINDpS SLRFAoE O ELECTFIC METER 9 R MAILBOX Q SCHEDULE B ITEMS A m \\ \�� �� C 7 "'i� ]namravuy Bala.Aaarpr.an,>,mae i i o f'f/6. QO Mm surae ftlee Aaed.df I z� zi 233 Park Ave S, Sea 300 sArerwweamelmmmamad o /n Minneapolis, MN 55415 DENNIS� i ' 612.758.3060 MAP! Dsrvrye.ouesrBw � �,Iaq5'''l 0 ALLIANT 612.758.3099 PAX PPM REVIEW ppae.ppp .. www.alliant-iftc.cam sanawA ix e wM 1lwiw xalrer E DRArzn W GLIB Id GONYEA HOMES a4lecl®l DBo 0 30 60 120 DATE. 1F/te p 9150 GREAT PLAINS BLVD. �7 scwlf ttizo 1V SCALE IN FEET CHANHASSEN, MINNESOTA 55317 lDa No. t`'mte I p sas'z3'3eEBnar I ' �.n_S0`020SE I � LEGEND: AaEA SF AREAK a1 -Li `%i•aa'i v, v K 0n 8112 15.147 PROPERTY UNE Bt -L3 rac n �JBB I L=38.01' - I Ill am Bt -L5 15,123 on -R=1995.20 11i LOT UNE .1{7 17,561 0.40 6754'E 501.1G / a 1`0'COP I — — Ri 12,799 am 81110 14.240 _ 131111 Ill am 131112 11,999 cru® 111i13 14,974 -------------- EASEMENT UNE 12,133 a29 B14-15 11,980 026 s I • FOUND IRON MONUMENT fiti17 17.138 I' 81119 Imo`.: ( .• DRAINAGE AND •f!' _ ._ ,; _ LE'lLITY EASEMENT 0 50 100�.i , 38 iG 2W 1300 O191N0T 801NMMY u� _ BLYSr145rE SCALE IN FEET :/ I kS - HUTLOTA 1_ ��13. 1 OUTLOTA Sb `' / K `I�a- o WlY[IEA1•V141M1 EAa1e2tsw3EmnsxMNNee YS - EDBBEEVACArtu ♦tV'- 'r_____ iV _ I I I 04211) [Y am pslMCTwYts t 2 PERP lEG ... MESOURCE3 [EPL I ,J ' oI 3 a' ♦ .0 - (ROW -B)X a Is 41.1.1.»LY u6n..e love ..• <� •• `t _ bds N`i4 y otlEyatl W opol, ds�lm i 1.S iIN It 9 3 30 _2 1 ;m ,: BLOCKfi �I )��" Sll - 4-j—�_—__—_. xy,a 5893300E 3352IE a0.36-� (ROW' -A) I ii ♦`. eco DlsUE, 9aueswvr / I BL K 1 ) 17 4 ��j fl I 16 1 Jr _ - ____ ) , 11 7i ) I 18 _ 12 I I I �� i UTLOTF __________ — - 589`53WE /i n I _ ________ BLOCK5 9$ \ OUTLOTC ;14 5 �Er ,,. z: N89's3'oow \ b ; ' ♦ \`= `` ' 1 _i'I � tear 7 SBL � 2 1 <i e C/1 o ri i pp�{11'< 11 z -2+ " 9 -- BLOCKS-" OUTLOTE 6-----;<r------- ' g ,------------s I _ - _ ( 1 3 B�I 12, 7 - - I S89'53'00'E 271.79 , I I I 1 OUTLOT E / 9 I r- OUTLOT DGy )z LS TO w VACA1FDi (Da AM211) PE�tEW 1 �GL °NStR s Va nr i?vr�/i [Nn ;1}ivc �:fm a/ u � auro nr � IJ 58838274/6M21- PARCELAREATABLE PMfJ1 AaEA SF AREAK a1 -Li 1z" 0n 8112 15.147 035 Bt -L3 16.321 037 a BILL4 Ill am Bt -L5 15,123 on BHB 11i 034 .1{7 17,561 0.40 6118 11i'7A 017 8149 12,799 am 81110 14.240 am 131111 Ill am 131112 11,999 027 111i13 14,974 0.31 B1-lts 12,133 a29 B14-15 11,980 026 81116 18.39D 0.42 fiti17 17.138 am 81119 15144 am Bait 12.599 am 6212 11.652 027 Ell 13,500 031 13312 15,253 am 8313 17,014 aAl el 11,430 026 I 12958 am 6318 13,1143 0.32 8317 16,60 am 8319 19.487 0.45 B319 17311 oat BLCI 13,215 am 8412 12310 028 8511 14,995 am 8512 11100 029 B5L3 12,105 am 8514 14,E am 13SL5 120.342 2.76 BS6B 13.634 031 I lzaae am 8518 13,596 031 13549 15.699 am 85110 15214 am BS -L11 1QBa9 039 1 13.8113 031 91 21.201 am 8612 16.551 am 111 17,317 am CU11OTA 531,318 1220 DUTLOT13 5.531 0.13 OUTLOTC 56.532 134 ONEl 243.114 558 WTLOTE 88.878 1.50 CNJ LCTF 6.832 GAS ROW -A 1236 Om ROW -0 111.66 4AS TOTAL 1,898,880 43.55 :Eill GONYEA HOMES 8 REMODELINGS 1000 BOONE AVE N, SUITE 400 GOLDEN VALLEY, MN 55427 OFFICE:761432-4500 FAX: 7634324501 ALLIANT 233 Park Ave S, Ste 300 Minneapolis, MN 55415 612.758.3080 I.wx 612.758.3099 EAx www.alliant-Inc.com n m fA 5 ?M-;05 g W a a zz } } 5x ¢ ¢ 0a Q Q 0 �W Z z 0 �N 2 x m i J J X o zW W 0 i CC DC LL P1 X0 a a 77 [.mh mm mla Pm". zP,ciq[allon. - en a.. my .m a duP.,`t uly U� . ena mm do510NLL ENGINEERundo, Go m. lova of m. Slab . a1 YMNESOTA Now NIL AJ I. PE pal. M4�u. No. OVAIRY A55UtANCE/CONTROL 9y w¢ DATE 15511E s-4-te lTlr avrlru PROIECT TEAM DATA INVIGNIM Not DRAW all "Nal xR 216 aiiN 4 Mbar 4 of 32 I II� � s�°z1.3af6],a1• II � 5a ------------ , - "-9.� I yI L=30GONYEA HOMES 8 REMODELINGS e -,czar 509°4759'E 561.16 . Ii 1GOBOONSAVE , SURE400 \ I GOLOEN VALLEY, 24 00 OFFIOE:]6 323 0100 FAX ]63432-0501 O 25 50 100 ® ' W _ a 1 I •� $GALE IN FEET P `. 1 I I I _ 1 4 I Ica 00•' 0195T'651� MIJOYlOE 127e pF&1 I { _$ 0629'YY m "' �ti• sz I ALLIANT BL 1 K 100 ! �EEnr14.0,14 00233ParkAve S. Ste 300 MY s: �I \ 4, rr \..,�. \ 63 y1a 443 Minneapolis, MN 55415 �' "1 1 •� , . I I . 612.756.306040 ewN 612.756.3099 FAx y www.alliant-inc.com L4 OUTLOTA OUTLOTASR 05131 p r 1 1 'f 1DINS 6Ev 1 loot wTtl II 6 o a) -- °• a swsYzl•w 1 1 0' —�'�'�/ wr�`i'�� //! ��w�y�` n.�.f IJoy of R 1 1•_- <IN .� •cO�YiFn i / sT�\T i I�_�'" I I ^I IN 1 2191- "J _ c 7 s8m - ----- ----- s8' IL- J - --J 6498_ ' -65.9 x- �o9.ps' _ _ _ ____ C \ p�N'xYYf NBTt9'N'W 369.15' J h C? '. ,, Y\ "p\` m (ROW - B o N <r r `\\ � \ < i� �/ p ROAD A b'p5 9000 -I C Q (—\I\\,{W \\ E.M9Y RYi — _ _xen9o�w zs9.u' eR 6 / �0 J J < ` ' ° p.""e E-pJ5!" 58.n' 90.av _ ' a9 m m ,IS i \ �f \ �-:<15 E.»e? `p-una w. ___, r_______ rzzw' la w a a x, 92Y� .B'z IW 1 1 m o I 1 / i Z > Y ' \ 0 \ m6 I 1 cc 1 lm^ I I L 1 I o a� Q Q �\ I n�\ 1 I Nm ri Z Z_ < , \ \\� y \ \i ,N� y \ Oa" \ 1 1 2 -I. I 1 1 ma I ~ / <W Y� , /r r \\\ �\"•b d'J Y wee e��'�/'\\ `\\ 1 m- {I\ $ $ \71 �I 1 m�. h�R 1\ 1 g V = J J (, .+r ra'1 \ `�2 rfir'• _ _. X v`ia W A ,-� 45 ��`+' `� \ ,e § ^( \� \ 1 r^3`� I of �I rIT _ 0 `� / `� �rY \`1ehs� I nl I FI I ja ,g LL a e� m g?4r zj.e-• r9x r e /` j I \ \� -' z \ t \\ 1 m 1 =I Izl 1 :: E BLOCK 6 I I I Cgl' 41.35• \ \ I spec II<aXan „por, n I i 1 dw d M m. a does m 'O/8 i -\ ` \°v. z9 s9 I 'm .0 nc ne mm Ir s \ \ - " 29 5s 1 a+u �\ \ 19.59' I ... . St t. a unen i\\ \ \ 1 1J.99 I io M. Mr, a1 M. 5161.1 3 \b\\ �_s`Ta _J w.00' L__)saJ 90ae' � � J4111$6° 28W u d / \--1 S69`53'00•E 335 .24' 30.3 OUTLDTA _ I 17 / •!/ - 1 1"� `% �/� 4��8`\ \ \ \ i W 1� 5095J'wY )9 )� YMtt PAURM. PE / ^ IE$�\ 'per I I j ij rj 1` r 11 sem/ ��R ��\ s'I tI o.w u<.... x.. n W\ i+ Si60 9i BL 1 K 1;� i/� q�� (ROW/- A55 I. /o I � a \ Lie 59'Os Oo>-•/ 16 it �__—sea50 xs"E vrw J l -I-.. / j 1 � 011A11fT RANGE _ I I rt mrE IM LEGEND: DWIN EAx9M,11.FI5ENE .aV.TYx,NUS °A} -rp A911R.E ' r---_--- �g8e�,a \ c4`B'a. '�_���� I —9{IRI 1 ' J /2 n FA41E91r I PROPERTY LINE I I W.I IR SI<�.__. _1-� i9.n' _ fi — I LOT LINE s� 1 �(8/� AsvoR . til h tjII_om -V' '52 +qII 1 I IRO.w 12 R OUTLOTF - - - - - - - EASEMENT UNE SR -L_J _ _- • FOUND IRON MONUMENT -4 15 1) swzsI9t F-sY xz)r Op. � paz-11 F 5 O __1. 16.06 MILITY EAAND SMENT — 69xIgsNw A.un.ep tm�.0 rown L—___-- \ sI 1 L_],p2• i' i/ / re9s]'ss'Fi9o.19' I 4' v I Lv eq..r�.ra..r PRO.R:tT TEAM DATA xe959'w'w - I ° 1 I E,N ON oco.a wl m C ^ vz,9. 0 1.`. e5T'e^ / / ^IS eo al's - If ENI owB m "Ppzw' BLOCK 5 Q o faa a `N • pN PMl[CI Na 21 1it ,M GSI "- REL Otis za� 5 J�0 OUTLOTC E-891 - 14 Is j i :(-... - 5 1 z P D _/., mi 1 N f0 m RREf tg � l lr t �,ro �, .;I I OS 13 / r��a\� eI' `V I I_ B°530D,P/ E=ze'_- �zg. RI la NB \ :`s�'��•`6\`---__ �I / /y� ;--e�,»'zo' ZZ:_- _j I, --16.06 zm 5 of 32 SO°03'40'W/96695•♦ SBT.J6' lop L=@,u• ` I 1 SEJ'JS•J9•W (Rr Kms+ I ( gp p51RIC16gIUMY qY S a.ofi`-��/.°-tea=✓.ams°. O 1 I ` Pa an mn. PIAW 15 GONYEA HOMES & REMODELINGS ••£ -az v_ 1 _' J IJ '•3�Q4'rY ,G_ ..Y \\\ C 3I m 13 I \ 1 GOLDEN VEALLEY. MN 5W7 6- P 1 O ` OFFICE: 7nAMO fi ay z\A, / \ n 1 1 F – •R^ \ 63bFAX: 763432-0501 D 25 50 too I--'_–�' 1 b\8. ` ia'b•"4+'. y/'• \.iA O i I 1. D ` c Away bao 997'021 m.0]'_ 4 h 1 L-130.JY_ ti r i SCALE IN {FET \\ ) i aeras J\6_YLepzs` �•� a' �b\sf 0'//\\�?o, I ��C•M Sa`o �\ 1 1 ,y2s95' tg ATNon. d.- \ e-2146so 1 1 /�\\ \ \ // �.' \\ /'$ r_------_-_- �r norv8 °s;6\�+„ szem•°rE ���. ALLIANT \\8. 1$--u ss' .......r.. �'° / R - I n I / / �\�! ♦ 'P �} �\ i ,xto's+°s w �e V 233 Park Ave S, Ste alb 21 y\\ g j P �cd t \ / Minneapolis, MN 55415 I'" I zn/ / a5/ /�\ '' O \\ !:°%a•.yt /� 612.756.3060 6wu \ 612.758.3099 Fox J _ i 'W szSrJe'w_. / / {+i /> \q2 \ \ '. ., v w \ _ x5_ www.alliant-Inc.com ./ L _-t_ __ 2 J L IR7S� / fii' v \W>.,, 09 ( J 1p x10res L�iL5] ( �'� `�aY �.� �/ .�'20> ,°. a5io' l L �// \ '•p.>Oay •s6va'w•w �'�° c Lo.xz• \ 1 br / re>.Jq i�M1� \'\-''-e.raa slvrxiF j� ��)� / // > \ e •Pi �\ \ \ W \ / da an da v y - 1 IN - 1/ > •I I. \\ AM1�i / ♦\\ems-4�y L\r ssvx'ss'w /o I W I - K,+ f♦ \ /// wrym Oen an J.\ W /,y O hl --- -zo. za- \\ \ ss'as0a'E\\ 1 r 12215__J I 11 I ZR i I I 1 / serJYaO'E -1 x' % 7,�m8' mr� ���` ) _ ___� 1%03' 1 o I sfi.n' / ` F'8 �sisl / / - 77sa I I 7C ssv9'°cE L ssx' I d �W "zo Jx r2 �� L__ -____J L - e,_J is / it lx rj w E I �z. • 3x323'19 I I' Q 94 02 9o.xd sea= 2r est -�'/;- ,i ( -m z' 14 /�� ,* _ - slvr°z E zsz.sr - < L-eh9� R.yyr o\0 (ROW B) 7r;y. 8 81 I IY V ROAD A "n.o95✓r ^ / Rq �•>sHtp2a ° L-5752 R- i �\ �I I N I IR r / ♦ En kR W' _ e= y�,�00 _ v'm oz'E uzs - azao' zL9frL-_",�J�-"` i^ / a••/LO -)—�saeV 90°°__ r_____ r __ )'i)ya >:I L_xsr o J r- - i e�vs •:, les° Lb Y25' eo'a6 m' L- L / y/ 1. //i/ �~O L 26.3x' I I I ( i>9' 3\\ a= -w -1 a L- =eze" / / o m ,,•S. essYw- r "$az — _ e g / /8 rn d d °1� �I I I I 1 _ / y LzzY 'zrr9•x a.rr�Av0 maz °s'E e-xne 0 �h4 T mavEA A�ulEn7 / e� sl ^ 1�+ I I N. - f �, .�! / l Ir���00� C� L i /h Zzcccc (oar Paan /\ / rR L'Ab7J' a '\ / / G 2 Z Z m O i R.un08' 0 <W im112'0.5Y 60.x5' ( br/1 '4 rcN rL m / /_ a-aw z° �� e.v - .less 24M- (. ♦ \ ( O O < J J \ x flo A�'a 1 _ - _ /.. - , / e -5x]'20' h•\ \ `V / .i^ rn I I W 1 n 1: / l l l / I 7 n>9 •.k.0\ Z .R„ z a W W 0 x s QI Q, Id T6�y. 1 x«sr wmlr may m1. nm. " muz'os'E m.az 1 k J� a x. r n ! I / - - / 1 / n8 :, 1 w // / �l y.an..xen ., or -pad un tr - nsv>ae-w os✓•v ,P 7 / / / / / 1 H -;, 1 4i / \(♦ - \ Pmn..a er m. .. ..e.. my Im_2a� 3999 Y1 • /1 `'' /' ene.uParanan and meI b ensed NO.02%oN 558.65• 1>6.55' _ „ 1 _ 1 I _ / / \_ / f _ _ / / / / z / TP L— �� yn,.0 . MAL ENGINEER und.r tl� L 82A2'_ J LwJB'J 85.91_ J L _ 8591 _ J Ll6_6 b5=� / 11 no ,1// \\ rrrv..xr mrrx MINNESOTA M. Slab of tl ac __ ___ - _ _ ___ ____ __ L 59 fifi' j _ --- SOV615•W 3J11fi p 5,6 \ xatn'd6'w 129.1x' h / xnn Iver. xa. F \ .�.. Com\ \ ♦/ ^\`�e60' GUAU1T A55URANCE CONTROL LEGEND:an $ ceewwEAwvlwrtswme,rsrwfi s,am,7e.s \\\\ KWh �/ \\o \ N \ PROPERTY LINE I I LOT LINE R.O.W 9'w Yy \\ - - - - - - - EASEMENT LINE y C 'y \\ yr • FOUMD IRON MONUMENT -I -J L- I- y \\ -1 DRAINAGE AND O \ I N\\ I ______ ! DTILRY FAST•MENT Nvrro SulE y \ W BapSbn,M..tl.jvipbisNlOYA .wns.e+rkv+e AYaa..r,w..w wb.bs 9e.wem,.Pr n1 \ \ 1 1 -AO,x �I o ••� I ' c PROJECT TEAM DATA pjLY `( \ I� -'�J s0vY0x'w s `` Oldn"WC0: DL FOIFIL ` �M`N uOj\ON �� Rnasad k! PR OOHS 39454 \1--_- 139,W _____I NO -02%V 150.00 J b ad F& NO°02J5^N 0.12.28' N10°02'05'W i N89°53'00°W SW53.00'E "� `16.00' 50,00, 16.00' 1-°.°° w vuT 6 032 N 1 11 / . 0 50 i \Y\\7 ! • O',N SCALE IN ;FEET 0 I / '• - � - _ I` '� 5 w -' WETIANDl OUTLOTA UTLOTA ^ L1W16A /- �_ Cj -- <. 31!y 1 1 ly 1 eco wsTNcr LRRFs / 6 SND as I i DEPT , or 2 r �- /M� J -SEE AULLSND MANAGEMENT IS PLW FOR wEII.WD M wEIIAND DELINEATION E0.i PNILSON PRJPENIY 6 UNDERM'AY. TNEPEF9PE, MINOR AONSLIENR TO ^. wY eE NECESWrc. - _- --- 3 I. 2 - ---" _ .. / � <j/-10 �� '•!I �`q .���✓ I II IBLOCKfiI �� QGTLOTA ad [EIiR BgROMYi / �L I.K I Iq ) - - 1 Y . .' y 16 0 } L _ �. J - 'MIFF Rm CITY 14.1,14.1,11 r - x.17 c 1-� f 1 r L. � I UTT I(//�OCKS Ili 13�__� _ ; 11 Ir I al / If UTL C /�% 4 1 _ S,- / Y. IIL�M -J JJ/ \(2 I r t r i - -BlD[K 5 i r� ;'f rOUTLOT E / Tf 6 `TF FL - I ' I it f - - r r � / �' WETLAND Op II $, d 12', a / r V / g % �� wEruxD r 2 OUTLOT D 'tib:. F FOR P N U��%ON ;\�a PREL cOA5 µ SITE PLAN DATA EIRISDNG ZgiNG A2 -AI ULTUR.LL ESTATE DISTRICT PROPOSED ZONBAG RIM-RESIDENTML LOPE AND MEDIUM OISR6CI OIISIING LAND USE RESIDERILLL LOW DENSITY (12-4 U/AC) PROPOSED LAND USE RESIDENTIAL LOW DENSITY (1.2-4 U/AC) GROSS; MFA 43.549 ACRES WETLINO AREA 13.929 ACRES• TH 101 R/W DOXATION 0.026 ACRES NET BUILDABLE AREA 29.592 ACRES PROPOSED DM'EWNG UNITS 46 GROSS DENSITY 1.06 UNITS/GROSS ACRE NET DIENS Y 1.55 UNITS/NET ACRE RELAID BUFFTA 4.67z Acam- PUBUC RIGHT OF WAY DEDICATION 4.660 ACRES PUBUC OUILOT DEDICATION 20.855 ACRES (7.066 AG UPLAND) (HA,e dAUtt . FIG.. wal.1E mII➢T ) TOTAL LAND DEDICATION TO PUBLIC 25.535 ACRES (56.6% OF PROPERTY) w FEAT - ML •SHIT _ Et VNIf Rio AEA E' IF.R YIMG( rli� TYPICAL LOT DETAIL LEGEND: EASEMENT ONE _.-.-.---.-._ WILDING SETBACK PROPERTY UNE LOT LINE ROW -..+-..�-.-.-..+- WEIIANO CEUNEATION - — — — - WEFAND BUFFER O MEILWD BUFFER MCIUMENT D BUFFER STROP R CL p' Sa 155 Iv Balk 155 lv 6K wwa Cowse d ea I/2' Etlge or Q,1Y. 9 TxsIl 5[e] 1' RB'NT 2. 9vRB1NB su N a m G,al 1-11-1 1.1 s.,.aa.tma r rw zip 9u.Y.. coy:-ae. uRe IV .:5 aaaand mi le lmOTT Sra9 N Stleat anam Burn.(S ROM"D Mloom ao Rar Ratu4ee - 6S. la A y,aM I. qua. C]SC T Tul Rave admfi.a iRYa ➢ e,.r .yd i daa m� m. 'amannanta F A 4S. M P eA aOpvae G IN, Rama -ma a, a. InaI tl Y FRR a,MmtY b nc-.,. 4Gland yaw. . an. Int,a.. a .ani. a d x 0N. .-a Eum 9 - x raaa•at A. pod W2, WINYPICAL RESIDENTIAL SECTION ENGINEERING OEPMt1EM awa ra 5200 NOT TO SCALE •a.R..r aear.r..a-ArlrieW�.r.m9Nao.w •aa.BBs6.• lafas add, Na aaaaaaa- aieaea Mal mat SaW .. . Yae � SarOas LY! Baia 14e raw tlY IY tl SY6 SRe Mal- Yry Ma. I.infmn anal aS� Na . anal .Fro —RA 6NW .. NAEP Ml . Ra. N IY1u 1 1 . ab g At EO b 6a z z na zim Y9 Eo1.moIs a b ba da.SO E 650 T6®i A. 35.0 RE S b aO Ad 6511 11. E 4 aH 1A. iW b 60 SA 71) lakU S OS m R. a RR SM BLO b adrvwnna raa ] 6 OJfItAN, k.E 250 L1➢ S b Eo IID II'. lW b Ka Ya e�ae 1 619 ISO 1. b0 E E b IEa 3Sa ZOSISAO MI e aoe 1 B a1I .1. A. Sa Ra n0 SS E mo a0 .l E 4 a ¢1E RE. RA aF Ras . 6L 3 b M µMr aar z. no a E no as Sm 35➢ at 60 vaolY � aD M b0 E ba Sa . SA ad RO OMea1N 1 9 0P SO at a L IS9 aO -1. 5y1 ESO S MR � mA EO a al 1 i 0a , lM a➢ S ad AGER Sa mA E➢ TO 6a R.Ra A. 1. al. E b La➢ Ea SEA Ra A 65➢ �➢M� wee 1 a ROM 1. S S 35 SY Edy. i. bS0 Vwrane 1 1A 0S S➢ S b 6S0 Vwslae 9 OS SRS A. E➢ NO b . v.Mae aR wM A 1 OS M Rut b.0 E EAR ]IO➢ Lawmia a : as m w ba a Eb so uu m m m A 1 lit Sim AGR a0 SIR 100 a EO na GERi Ea m KO ea+.a Ra A 3 ao Ea MO E Ela 350 Rl 5 A OGa A. S0 SO i.0 S MRS s0 al a ya A aE b.aa am a0 5a ad a Eo a➢ ma Eo Al sa A 5 ITEatyad a➢ Sa b0 IS biaEO mA EA M 60 5 B a9 µ0B EO 10 9a I Ia f S➢ Ill as 4a 6S0 Mwae-eSaa ari a -_at. A A REM E® SPa S Ale a . , b E• LO 650 5 • m aa saysSIRa a I b 6s GER 1U0. mAdsss Ta�aMlea a eIe 0i IT a➢ m Ea a E MR as 1563 EA E➢ .E�Oe.awMea.?a 9RR aFaady Ad MadAd SE➢ E9 m....aY..Wa 4 2µm atn IS adfEl as las i MA 5 1 LLL K. i5 a0 5➢ 90 E S LMA as WO E➢ b RO ro'4u.+nl wean' S 3 OE S9 S.a W Ed. S b i• ISIS E.a E bili µ1R Lal EO SO 100 TO L6E as b :2. 5 . 0H Ad ao G. 9a S ,E. Ea mS E9 At Slasm ap 1. GEo I m 5 oua Any SO Mad aml al B BO l® SO Y ESOa S 66 SEA S➢ B ASB ad SO E aL r RNIA536v 0 Ba 5 5 S.® . SO 50 S MER I NEN tl S 9 OE IS.)M SAE a0 SIR ma E 161 a➢ ID53 SOEO 90 10® 5® as Sa SO IS At. SaI 60 9 Mm a]i as m E b E0 1511 B 850 aB )I.b1 Sa 5a a a ml 54 i E➢ �aM M'a.sea E93 s5E Eo 6o v➢ asadso ma aio a wn a.a so ma a ..,a IE6 +_m•a.--aa GONYEA HOMES & REMODELINGS 1000 BOONE AVE N, SUITE 400 OOLOEN VALLEY, MN 55427 OFFICE:761432-4500 FAK:763-432-4501 ALLMIANT 233 Park Ave S, Ste 300 Minneapolis, MN 55415 612.758.3060 MAIN 612.758.3099 FAIR W Ww.alliant-inc.com I 14 J Q m N AS W z z 3-- imma cy naMpi ,day 0n p f t .•pn.1 Il v e er ne.a my a I l on l Mat am a duly v •na•a 1 I ENGINEER un0o M. 'a...In. M f a $rasa vl MINNESOTA BMR RAUYN. PE oat, Dasa• xa. QUALITY ASSURANCE/CONTROL DE9M@ MPR DRABM ELL PRO m M0: 213-m1R 7 %NEAT 7 of 32 oN folk P���GDHS`lk li. p01 FDlk GRADING NOTES: t. NL FINISHED OWES 9W1 9LPE AWY FACN PROPOSED RUDIR EGS AT Mw GRADE OF Z= NL MAIZE smW IWw A MRYIM 9d£ OF 200%. z ME OXIRICICA SM1L Rib Me IL ML EM ROMxen FREE OF DENNIS M!D 11RM1I tK OFT -SIRE TRIOSE OF SOL Ix ICGCImWL4 NM ME REaJ1ORIfM15 OF TE Gm AEN wRR4m. a xoRFv WPNfA $MAm arc ou N EBDDpii-RIBA u IA11S PMR m srMR a oorallAMcnDll. IYRKTION. 5 ro WriCaY MAIM an Gf LNNMASFX Mr61NCIgX SiA1WG5 SPEC6%'ARwI. umT EIIROCV. s. RXR Cp61RLCIIMI EMIRAYES ENNU- RE PRpARL AT AL WNSML IKIx ACCESS POR S 6. REFER TO GnnEOR IVL REPORT AND FROOM MWWL Felt 5Gl WRINEXRgx REIXIPEMENS AU T6NNG REWIAINEMS ]. $RNP .1 FAKIR TO AYI CONOTI GIKKt RE15E SIOCul ON SIE SIOp9RE PERNETnb MUEF RE PROOK. NIx BIT FENCE n PREa TO EEM. COxSI'll ME CMIRYRFR SNVL RE RESVOr6HE TO WAE SINE —I AL REWIRED PERINEA$ AID VRBONAS v Wld ®RM®. ro tlM6IPoKICN OR FABFRCI 9WL eEGlx uvnl RNE coxiwGlw Ivs REcwm uw RxOROucxLr REYCT,m AL PIA6 Ax0 DRIER COCUUENIS AWRGVFll H! AL GF IIS PERMIRNG A111p1URIE5. B. NMEOATELY FOIILMNG GRODING OF (11 OR GIPATFW) SICE SLOPES AND dWMGE SMNES. NOW FI.R & K" aR OTHER MPRMF WL SMNLELIRO REMW (MFAO ED BY ENGINEER) EIWL BE MPIED MR APMWED = REMRE IND A MWWM OF 4- 1O3pL 10. ME GENEML CONM VOR MVST ESEISS CEYhiWNG PAIS WAIN AL 41BGONNICIG6 TO VEMT NP06 REWIREIIENR IF pEYAip[IL M REp1F® PIRIRG d1'6IMIOININ NNIRCIM 9fAl1D GRt4lT MT11 EROSIyI CMINCt N4FETEN MD ENGNEFII TO DEIEENNE AP9O w METICO. 1. REFER Ta .ORMYAIER NMNd PEHNIMNI PNI (SMV) FOI .NL ER6WI AD $FM OR CMRIR DERIVE L TRN. DEYAFD]16. NORS w aEOLS 1. WRORETE WA4FN n Td RaTWICn61S 13. NEnNia ejRfER MCMMFNR 9O6 El BE IR MAllFD AT VCx PORE M1RTC A LOT INE IHREI6EC'I$ NIM THE NERLWD RUDER. 13. @AIDIXO PERMS ARE REDUYOO FOR AL RERIMNG WALES A FEET IN HEKRR ON GREATER AND ME WES SWI, BE DESIGNED BY A SIWCiUWI IMENE i NM DESIGN RENFAED ARE IAWNEO V INE GM' P2W m IMTNIATXIN. Ic A S FOOT SAETY P.VNO IS RECORD ATOP AL WN15 { FWM TML ON WATFA. INFILTRATION BASIN NOTES: 1. AL TFIPoAMn ERosd W do oc mugs wsr E MaTwm PwpR ro IxsrAGATd/Wnsmlcrwx 6 RWIUW.Td BAST ]. AL VORWATER RUNOFF STALL BE DIVERME) WY FROd MLOGMIN AREA TO 7E0PM4A' $ERRANT MRD UNnL R45w rs CpIPET6Y tlVAD NO PIMEIl 3 W16lRUCDg1 CF WIN SWLL BE SSPaOED WIMO PpiWS OF NViAl OR sNOME].T. LV6SMICIOX SWL IWMNx RSRIUD F Fell WVFA 6 TWIT ql i RFSUUM R6 YDi11FF WWIIlIR6 9OAKJMLY NO ME WIp1ML PRR WYP/GICIR 4. Wp/LSN!! AND SEMS OF THE SEES BaIFAM TE nIXM NO SEE aLP6 OF TIE EFUnd, d WIN MEA sWLL BE MNA®. DIMYG SIZE LLVFILPRENT. TIE MEA RMC/G[O ro M NFLMANN WIN WWL BE NOPFD OR, m PMNT ICCES IN KAW EWd RENIN. ILCERASE EgM9ENR PDA WNSIRUGIPIG TE 9.9x NCLECES IXGMINN IIXS, LEA, EWIENM TAIL TUE FIRE TRI S.. EVIMNNT OR NDE TML« LEADERS, s. B WWILTNN DGWRS AT ME WE OF TRE BI ME SqL SWL BE REFR'L'NRfO TO A BE W Ar LEAn F R F 4FMNG TMNc. nE BYFMED ALFAS CF THE MCEILE 4WL BE WRIEcIm er PN6Ic W Nno-nwxG. 6 WNMDitlI TO DS TEST PIS a1MWf TAE OF WSTRUCOON TO EVMWTE MO P6SaE SEWS PF BCL OR EM R 11 "Re"Re ro RE\b TEST Drs N O REUE F TRE 1® PN Ex urDDmRw Fan Enrol TERMdMF! WRAF ESTMIIdFENT. W ro REIIEME swmRWlr EERIE OFR WROnIDIa nFVFLAPFR- IRO WORE A�YFTEI�E NORM. sort 4W D)IlEM VA1EY, MN 1%]] ROCK WEEPER (NTS): /Z-]-ROaE ] 464 t xALNAnarl eAsn eon6l wER I ROCK WEEPER DROOLS NEW G£OR RE f18GC UEFA ITMT N AIIC ROTES: W,61 6 RAIU 4EIMARP n]1]W1.A.a. z TYPE RI ( W UISPEC. Mr) NM 6➢R (RE FAHORE N. . GRADING LEGEND: D ®oenv --- sc----- EXISTING WINICUR —]Bp— PRyd3D CONTOUR M MSM y-MyPROPOSED SPOT EIEVAIKRi TW AY TCP Of III DEVAICN Be, LS ROrrGM OF WAE EEvRNmm �W DIEC OF DR,el W TI.WE OUT illy DEERGENLY OlERFIDM Recall GONYEA HOMES 8 REMODELINGS 1 ODD BOONS AVE N, SUITE 1100 GOLDEN VALLEY, MN 554]] OFFICE: 763 4500 FAX.]6G-131JSet ALLIANT 233 Park Ave S, Ste 300 Minneapolis, MN 55415 612.758.3080 MAN 612.758.3099 Fnx W W W.a9iant-inc.can J Q H H m m 7 N f - g a T ¢ Q z J w ¢ CL 1 FdNt, axx/f M.. E. Pion. NuNM-B., ur Wpm uM.Nmy eLM dull .... one 1na1 III.9orveL Ex41REER una.. M.or M. srnr. ni MlxxcwBsme MMR M.S P 0.M1 DIMDFY �+..M..ry WNI0.01. S WE DAIS ISSUE VAL Feel m 21.111 10 .. 10032 RETAINING "ILL ■ • —.—.—.—>— POF03D CATCH BASMS FROP05ED STORM SEWER EASEIEM PROPERTY UNE UNE LOT LINE ---- RIGHT -CP -RAT _______ TIRE PROTEGTEN UNITS wErwlD eI1iTTT MDxuIExT EXETNG WE ETACN DYER RETARD BUSIER GONYEA HOMES 8 REMODELINGS 1 ODD BOONS AVE N, SUITE 1100 GOLDEN VALLEY, MN 554]] OFFICE: 763 4500 FAX.]6G-131JSet ALLIANT 233 Park Ave S, Ste 300 Minneapolis, MN 55415 612.758.3080 MAN 612.758.3099 Fnx W W W.a9iant-inc.can J Q H H m m 7 N f - g a T ¢ Q z J w ¢ CL 1 FdNt, axx/f M.. E. Pion. NuNM-B., ur Wpm uM.Nmy eLM dull .... one 1na1 III.9orveL Ex41REER una.. M.or M. srnr. ni MlxxcwBsme MMR M.S P 0.M1 DIMDFY �+..M..ry WNI0.01. S WE DAIS ISSUE VAL Feel m 21.111 10 .. 10032 load B - Profi t a 50 100 200 SCALE 9fio ® Alm 950 9 0ig9,0 9,O 820 920 910 910 - un. weu 9W 09U 9b 090 92C B]O 0]0 66o a0 910 9W 900 E. yb 9%1 090 670 B O Bfi0 - s 95] 920 . 920 910 % 16 ` 910 ------------------ 900 --------------- i 090 ------- 0W 890 0]0 0]0 000 %0 iln load B - Profi t a 50 100 200 SCALE 9fio ® Alm 950 9 0ig9,0 9,O 820 920 910 910 - un. weu 9W 09U 090 92C B]O 0]0 66o a0 910 9W load C - Profil( Road A - Profde Road D - Profile - w`M`NPRt PREL °°Hstp 950 s 950 9b 9p 9]0 920 920 910 910 990 090 090 60 070 020 NO mo '3 6 's 9 Road E - Profile GONYEA HOMES & REMODELINGS 1000 BOONE AVE N, SUITE 100 GOLDEN VALLEY, MN 55627 OFFICE: 763J324500 FAX 763J 4501 a ALLIANT 233 Park Ave S, Ste 300 Minneapolis, MN 55915 612.758.3080 .. 612 758 3099 FA w .alliant-inc.com Im `LQ cr_ W 7 U) W J W J IL 0 a a cZ (� G IL InwaGy urfip mW MIR P... iR—i(cWi6n, nP.r1 P1.P^..I er m ne.. mr .uu^also em ma, I PROFESSIONAL ENGINEER unaa, ft ,Il. ESO u ,0. 51u1. u, MINNESOTA XAPX GUSCX, PL Dvle 11,rp Xe. oUAt3TY ASSURANCE/fbtfTNOL GO w DAN ISSUE 8118 OIT 9ATEIL GB . TEAM DATA 9Es11RIE•: IIP• G.: Eu PROJECT NO: 213-0118 13 13 of 32 90 9,O It 910 92C 9]0 N. 910 9W 900 E. 890 090 670 B O Bfi0 - s Road D - Profile - w`M`NPRt PREL °°Hstp 950 s 950 9b 9p 9]0 920 920 910 910 990 090 090 60 070 020 NO mo '3 6 's 9 Road E - Profile GONYEA HOMES & REMODELINGS 1000 BOONE AVE N, SUITE 100 GOLDEN VALLEY, MN 55627 OFFICE: 763J324500 FAX 763J 4501 a ALLIANT 233 Park Ave S, Ste 300 Minneapolis, MN 55915 612.758.3080 .. 612 758 3099 FA w .alliant-inc.com Im `LQ cr_ W 7 U) W J W J IL 0 a a cZ (� G IL InwaGy urfip mW MIR P... iR—i(cWi6n, nP.r1 P1.P^..I er m ne.. mr .uu^also em ma, I PROFESSIONAL ENGINEER unaa, ft ,Il. ESO u ,0. 51u1. u, MINNESOTA XAPX GUSCX, PL Dvle 11,rp Xe. oUAt3TY ASSURANCE/fbtfTNOL GO w DAN ISSUE 8118 OIT 9ATEIL GB . TEAM DATA 9Es11RIE•: IIP• G.: Eu PROJECT NO: 213-0118 13 13 of 32 I VICINITY MAP SCALE: I-=3000 0 50 100 2012 SCO'ELE: IN FEET LEGEND: - - IX6nNG COMWR )RB PROPOSED WNOJR PROPOSED RETAINING QUAL -_� DIRECRON OF DRANAM E= F' PROPOSED GTCN RASINS PROPOSED STORM SENER PROPOSED EAswEN PRO{R Y UN SEITMLN UNE LOT UNE - - — wRNr-aF-WAr -- --- EXISTING SFTRN LINA, (IPIMNx.) O .SETING TREE TD REMNN _ _ _ _ _ _ - TREE PROTECTION LIWHS — nN,NEs — PROP05ED SILT EEXGE (PRE NMDINI — EET_ • — PROPOSED SKT FENCE (ROSE, MA NRE) t] PRET aR0i-ScU N ONE) m NDr DImIIm rREAs � ,EIPoRMI DNaMCE RODT'G REM \VJ dAs+c wss a+ADPL ROO( CONSTRUCTION ENTRANCE 4 NOTE TO CONTRACTOR THE MASS CRANING CONTRACTOR IS RUAON IE FOR INSTALLAnON OF ALL EROSION AND SEDIMENT CONTROL BEST MANAGEMENT PRACTICES (BMP$) AS 910WN IN THE RAXR PRESERVE MA55 GRADING SNEW (E%CEPT FOR POST MADE BEEPS NEEDED AFIw UPUTY CONSTRUCTION ACTIVITY). WE SMPS ARE TO BE INSTALLED AT A MINIMUM AS SPONN IN THE PIPN, IF CONpnp15 ARSE, ADDITIONAL QUIP SUPPI£MENTAnDN TO PREVENT SITE EROSION M S£ONENT TRANSPORT MAY RE NECESSARY. THE MASS GRADING CONTRACTOR IS RESPONSIBLE FOR ALL BEEPS REWIRED TO COMPLETE WE MASS MAOING ACPMnES AND SUBSEQUENT TEMPORARY SOIL STATUZATION NECESSARY TO PREPARE STE FOR STREET AND UMUTY CONSTRUCTION AND ROME BUILDING. AT ME COMPILED. OF A. GRADING NORK AND SATISFACTORY SITE 501.STABNZAn.. RTE DEYFICPM ANO MASS MADING CONTRACTOR SXNL COORDINATE WE TRANSFER O IpDES PERMIT RESPONSBIUTIES TO WE SWEET AND Mw CONTRACTOR AND WE CITY. THE S ULT AND UTILITY CONTRACTOR AND Ott VILL THEM ASSUME WE 1✓E9LNSBl11T TO PROVIDE INS ECP. AND MAINTENANCE OF AIIY IN -PI -ACE SEARS AS NELL AS INSTALL WE ADdTONAL BEEPS REWIRED M WE STREET NO UTlUTY COISTRUCTNN WONENT SW PP. UPON COMPLETION O STREET AND UPUTY C NSTHUCTION. THE STPEEF AND UR1TY CONTRACTOR SNA -1- REMOW ANY GIPS INST.ILLE) WRING TINE STREET AND UTNTY PHASE THAT ARE NO LONGER REWIRED AND CM/LRIATE THE TRANSFER OF NPI PERMIT REWON9BNnES BACK TO TE DEVELOPER . TERMINATE THE PORTION OF WE NKES FflMT TRANSFERRED TO ME OTY AND THEN CONTRACTOR. EROSION CONTROL RESPONSIBLE PARTY: Teo GONYEA HOMES R REMODELING 1000 BECOME AVENUE NORTH, SUITE 100 GOLDEN VALLEY, MN 55127 CONTACT: BILL HbFFMAN PH: 763-132-1500 EM: b111c0HnwnOcHWrrlM.arom CONSTRUCTION SEQUENCING: MASS GRADINGPHASE: 1. NSTAu STABMIID cDIRswEdul wTTRAIMCEs. 2 PREPARE TEMPORARY PARKING AND STORAGE MEA 1NSTALL TM PRE -GRADING SILT FEI AND INET PRDTECT. BMP, ON WE SETE 4CONSTRUCT ALL PPE-GRAOING ERDSON AND SEDIMENTATON CONTROL sul 5 COMPLETE MASS GRADING AND INSTALL TEMPORARY AND PERMANENT SOUND AND PLANTING. 6. C.SWUGT POS -GRADING SILT FENCE ON ME OTE STREET & UTILITY PHASE' 1. INSTAL UTUTES UNCERMANS STORM SEVERS, CORKS AND GUTTERS 2. 'STALL MR RAP AROUND .TET STRUCTURES. 1 ,I MUST PROTECT. AROUND ALL STLNM SEINER STRUCTURES ♦ PREPARE SITE FOR PAINING S. PAIS SEM a NSTA L MET PROTECTION CEV,OS T. NSWPOST SnaET AND UTI -OT SILT FENCE a REYOIE NL tEMP(MMY ERGSON AND YLINwT CONTROL CENC45 (DIST E SIZE IS SnUM-012). IF REWIRED BY THE CONTRACT SWPPP BMP QUANTITIES (PER PLAN): DISTURBED AREA 15.0 AC SILT FENCE &548 LF INLET PROTECTION o EA BICRO/LLerv� TBD W/ RN& PIANS SEED/SC0 POST GRADING AREA 20.5 AC NOTE: t. SEE SIEEr 17 FOR ALL FIKISLN AND SEOMQR CONTROL NOTES IND pEMMS 1. SSLT LT BARRIERS FENCE (MODEST 3086) 2 . CURB LOG 3. NOUN: INTERIM ANT-1BAIXING CCNIRO 1. 2' CRU 9IED O&IR ROCK aT 1. R I�L2ATIOR 9YP9 SWAW/HAY (LANG OEVfl.OPYENT) MnDOT TYPE 1 YULCH 2. EROS. CONTROL BLANKET MnDOT CAT. 3 TEMPORARY SFFN Mix 1. MNDDT-100 1 HYOROMULCH (OATS 20-120 DAY STABILr2A11(4) MnDOT TYPE 5 2. MEDIC 50 (1-2 YEAR STABILIZATION) l TURF REINFORCEMENT MAT SC250 NORTH AMERICAN 4TEw PERI AMEND 5EID M%/STABIH OAnW OR EWA-MNDOT CAT 6 1. Mr DOT 2"ro (RESIDENTIAL TURF) GRADING ACTMTY 2. 500 1. CONCRETE WASHOUT IS DONE BY M TRUCK NM A MOBILE WASHOUT n SYSTEM PROVIDED AND CCMPIETED Z BY THE CONCRETE CONTRACTOR. GONYEA HOMES & REMODELINGS 1000 B00NE AVE N. SUITE 400 GOLDEN LL VAEY. MN 55427 OFFlCE: 7634324500 FAX: 7634324501 a ALLIANT 233 Park Ave S, Ste 300 Minneapolis, MN 55415 612.758.3080 MIN 612.758.3099 Fac W W W.alliant-inc.corn I Nrtly cdWy Mal "it Plan, aP.cincoxon, a naan . Pnae by m -d.,daa m wny 41nn aua.ml- ono mal I am a duly Ua.n.ae PROFESSIONAL ENGINEER undo N. lav dl NY 51.N al MINNESOTA MAR, KEELSON. PE NMNN, Na. OUAUTY ASSURANCE/CONTROL IIISIGESID MEN E. PROJECT NO: 211-.111 14 SPECT 14 of 32 a J O O U M F n m Z N �o g W mW a N Z Z >.5�Z ¢ c a a OW Z Z O WH E2 < J'z - N W p w,� ¢ ¢ LL IT E, a w I Nrtly cdWy Mal "it Plan, aP.cincoxon, a naan . Pnae by m -d.,daa m wny 41nn aua.ml- ono mal I am a duly Ua.n.ae PROFESSIONAL ENGINEER undo N. lav dl NY 51.N al MINNESOTA MAR, KEELSON. PE NMNN, Na. 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R GIMAUTi ASSURANCE/(:ONTTIOL ®O@ VE MINE EY FIROMT W. 315-1119 17 REEr 17 of 32 MZ 0 50 100 200 K1_ .' \ '•'� SCALE IN FEET C+ .,•t+ 1.Y'4 _ 3: J v VVVV{ to wETIANDI BUTLOTA .'r/ �, >r 3)'•—OUiTLOTA II y y >- SW liuxx(wl I -� c h gg ----------- < i -_—_ ___ ____ •—J - `�� < 1110-^i) 2 iBLOCK6i i r r( �.._ !• moi• �: m� <• 3 �_ _ _ _ _�(_—_�J a r'- OUTLOTA I 17 / ``' )`= 811K1)11. 14`\ JAI W 16 1AIS 12 5 BLOCKS rrcpn�TT�rCf�x�n� � 1 ,% _-{>�uNDz 13 L BL 2 1 r c 8 4 OUTLOTC� bq I 2 ^.i -- - BLOCK6 T fir, OLTLOTE `Ir' kW R: c 5 Y —1 w6nnfiDw r , ' 12) '.'OUTLOTE. i LEGEND: d� { WFUMD i, —•--� PROPOSED STORM SEAR - -. N PROPOSED SANITARY SEWER PROPOSED SWRMY SEWER FORCD4dN '11 Z ,)7 �1—I—I— PROPOSED WATERMAN i ■ PROPOSED CATCH BASINj "WETIAND4 7a PROPOSED sm"ffRY MANHOLE l� - -. m PROPOSED DATE VALVE OUTLOT D + PROPOSED MDPNIT E)SRNG DATE VALVE COSMIC HYDRANT T EXISTING WATERMNN EXISTING CATCH BASIN EXISTING STORM MANHOLE IXmSAN�spay �J �M�NPN MISTING RYWNHOLE • •—>_ DISDNG SMRMY SEWER ., P FDP WET -MID UNITS ''wQv o(sca(n :.•.u...r.n ori �4 ar✓• - NOS UTILITY NOTES: — — I 1. OOSTXG UIILII6, STANCE LDCATKKS AND FLEVAl1006 SH/11 BE VEHiFlEO W FIELD PRION TO CONSTRUCTION. 2. MAINUIN A MIN 16' MITICAL SEPARATION AT ALL RPE CROSSINGS. WATER AND SMRARY SEWER ONES TO ilii I UiNTNN 10' MHKAL SEPARATION. IDWER WATERNNN M NECESSARY. a CONiRT M IS RESPONSIBLE FOR ALL PERMITS PRIOR TO THE STMT OF CONSTRUCTION. 4. PRDNDE POLYSTYRENE INSUTATION FOR ALL STORM SEWER AND WATERMAN CROSSINGS WHERE VERTICAL OR ry HORIZONTAL SEPAMES TION IS LS 1HM 3' $ 5. ALL UDU Y WORK W9HIN THE R.O.W. SHALL COMPLY WITH THE CITY OF CHANHASSEN ENGINEERING GUIDELINES 6. MONEY GOPHER STATE ONE CALL 48 HOURS IN ADVANCE OF ANY UTILITY WORK. u 7. FROMM TEMPORARY TPl3F1C CONTROL IN COMPLIANCE WITH MNDOT 'TEMPORARY TRAFFIC CONTROL ZONE IAYq(R FlE1D MANUAL' TAI RENSIDN. FOR MY CONSIRUC110N WHIM PIIBUC R.O.W. B. ALL SANITARY MANHOLES TO BE 4B' DAMETER CMCISTE W/NEEMAH R-16(2 CASTING. UNLESS NOTED OTNERMSE. .1 9. WATFRMNN, SERVICES. AND VALVES SHAL BE INSTALLED WPIH MINIMUM 7.5' OF COAGS. } I 10. WATER SOMCES SHALL BE i' DA TYPE 'K' COPPER. W/ 1- CORP. STOP a 1' CURB BOX. E3 ' 11. SEWER SERVICES SHAH BE 4' PVC SCH b MINIMUM 2% SLOPE UNLESS OTHERWISE NOTED ON THE PINTS. 12 WATER SERVICES MAY BE P.ACEO IN SANE TRENCH AS SEWER SERVICES PROVIDED THAT A 24' VTRfICAL h A T / 36' HORIZONTAL SEPARATION ME MNNTMED. / 13. ALL CURB BOXES SHALL BE ADJUSTED TO M ELLYATXIN OF 1' BELOW FINISHED GRADE. 4z04 ALL 6' AND B' WATERMAN SHALL BE C900 PVC. D ap SANITARY SEWER FORCEMAIN NOTES: z f�li 1 WIRARY SEWER FONCDMN CODER DEPM 10 CpIPLT NIM Cf1T OF CHWHISSEN REOUIREMENR2. AUL DRECIIMAILY MILLED FORCEMNN SHALL BE M11 OR Di17. a IN IC. TE OF OW. ETC) DPoLL CONTRACTOR TO VEPoFY DEPTH OF EXSTING SPALL UTWRIES (CAS, FIBER oPllc. 1ELFPHHOHE. Erc) EwEr so. 4. AR RELEASE NMHOLFS TO BE PROADED AS NEEDED AT HIGH POIN S. ROBING PR LOCATIONS TO BE INCLUDED IN FUTURE SUBYmAIS. B. CDNRiA1.T0R TO PROVIDE 1RAFFIC CONTROL PER MNDOT iMFFlC MANUAL SfM0MD5. STORM SEWER NOTES: 1. EXSMG UFUN ES. SERVICE LOCATIONS AND ELEVARONS SHAUL BE VERIFIED IN HEM PRIOR TO CONSTRUCTION. 2. MMNTNN A MIN 16 VERTICAL SEPMAt AT ALL PIPE CROSSINGS. 3. GENRAGTOR S RESPONSIBLE FOR ALL PERMITS PRIOR TD THE START OF CONSTRUCTION. 4. PROWDE POLYSTYRENE WSIIUTX]N FOR ALL STORM SEWER CROSSINGS WHERE VERTICAL OR HORIZONTAL ISEPARATION IS LESS THAN 3'. S. ALL STORM SEINER WOIM SHNL COMPUY WDH THE CRY OF CHANHASSEN ENGINEERING GUIOFLNES. / 6. NOTIFY GOPHER STATE ONE CALL 48 HOURS IN ADVANCE OF ANY UDRY INORK. 7. PROVIDE TEMPoRMf TRAFTIC CONTROL IN COMPLIMCE WITH MNDOT 'TEMPORARY TRAFFIC CONTROL ZONE / LAYOUTS -FIELD MMUAL' LATEST REVISION. FOR ANY CONSTRUCTION WITHIN PUBLIC R.O.W. / B. ALL CASTINGS SHALL BE NEENM OR MPROVED EG 7 � i t T �F/ `� WWMIWYA/D �CCNNECT TO L4• EXISTING SANITARY SEIIIER FORCEMAIN. MANHOLE JI CONTRACTOR TO-� COORONATE WITH MAGELLAN ON GAS PIPELINE CROSSING 4' SANITARY SEWER FORCEMAIN FORCEMAIN ALONG HWY I •, 101 TO BE DIRECTIONALLY SIGNED IF NECESSARY TO AMD SMALL UTILITY CONFLICTS AND HWY 101Y I I I ..1 I I I I I III I W�W GONYEA HOMES 8 REMODELINGS 1000 BOONE AVE N, SUITE 400 GOLDEN VALLEY, MN 55027 OFFICE: 7634324.500 FAX: 7634324501 ALLNIANT 233 Park Ave S, Ste 300 Minneapolis, MN 55415 612758.3080 AWN 612.758.3099 rAA W W W.alliant-inc.com y J Taj PRWFTNG 911-0119 D _ 18 r MWIT 18 of 32 n D] N J m � a w zi } Z 0 O �W ? a p J XOZ W 'a CC F - LL ms a 7 h..' wMfy M.' Rha plan apxif c0Rn, w •opo.l ... ',— Ly m. w ..d., m7 01r.c1 .up.Mlon and Mal I a dW. Ucm..d PMDESSIMM. ENGINEER uM.r rM M.. fM.Wft W MINNESOTA MAIN M16()1. PE y DOMINION Taj PRWFTNG 911-0119 D _ 18 r MWIT 18 of 32 N 0 50 100 200 SCALE IN FEET 1WF 'alwTI IDIM E)GSTNG DRIVEWAY TO REMAN ADJACENT TO WEE AND WETLAND 4p R f°a a\M\N ON �G w GONSZP NOS FOR WETLAND SUMMARY LD(6➢Ol WETLAND QASSUIGATON AM WILSON 1 MANAGE t 397.654 SF (&WM) WILSON 2 MANAGE 1(MSUYED) 9,640 SF(0.157 M) WLSON 3 MANAGE 2 ,Ir SF(0.072 M) WILSON 4 MANAGE 2 197,925 W (4314 A;) WILSON b MANAGE 2 2.9.37 3 (0.065 AC) PARSON 1p MANAGE 1 PAULSON 2; MAWGE 1(ASSWED) PAULSON 3P MANGE 3(ASSUMED) PAULSON 4P MANGE 2 NOTE: WERAND DELINEATIONS ON THE PAULSON PROPERTY ARE ONGOING AND NOT CONFIRMED OR A PROVE➢ AT THE TIME OF THE PRELIMINARY SUBDMSION SUBMITTAL (THUS MEAS NAVE NOT BEEN LISTED). W D CIASSIFICATWEMS OF MANDS 2. 2pANO 3P ARE ASSUMED: A WRAM ANAY55 5 UNDERWAY TO CONFIRM CVSSIFICATONS OF THOSE W AROS. THE MER WERANOS 1, 3, 4, 1P. AND AP ME CV SIRED CONSISTENT V I ME COY OF C RASSFR'S WE11ANo MANAGEMENT DATA WETLAND BUFFER CALCULATION AC M D BUFFERING OREIM NTS: ME COY OF CNMW4EM AND MUN PURGAORY BWFF CREEK YMTERSXm 06R9CT NAME EMIR REpIYiEYENTS PER METIRD C1A55FMAMIN. THE BUFFER REQUIREMENTS ARE AS FOLLOWS WcS P'.Wd A—aP:TNTv M.I , L'Yu . Keyi S .M NtlbclbBiB'n I ll.oMtlin WMM Repo W�Req < SND. FRONTAGE BUFFER AREA YIN. 1 1.555 IF 94.776 ST BUFFER woM AVO. WIDTH W. 60.9' 2 405 LF 24.317 S 3O 60.0' 3 310 M 12.422 SF 20' 40.1' 4 969 LF 39.026 SF 20' 40.3' !a OM= FROM BUFFER CALL SEE NONE 1P 236 LF 3LY 2P N LF 30' SP 119 LF 16.5 M TO P MIW TO WEILMD 2P and 3P BUFFER CAC IS DONE COMPOSITELY 1P+2P+3P 4M LF 26.675 SF 16.5'-30' SC1' 4P 334 LF 14,993 SF 20' A4.9' NOTES: BUFFER DETERMINATIONS MY REOINE AOJIISTEYEM BASED ON FINAL DEDNFATON AND MnRAY DETERMINATIONS M SMP1L IMPACT IS PROPOSED TO WENAD 4a TO CONSTRUCT A ROADWAY CONNECTION M ME PROPERTY TO ME SOUTH. ME REMAINING PORTION Of 4a TO REMN WILL BE VBMIN ME WEMND BUFFER PROVIDE) FOR VET -AND 4. WETLAND IMPACT DATA WETLAND IMPACT: W 13 M - 1,841 SF (OFFSIIE MITIGATION 6 PROPOSED) LEGEND: EASEMENT LINE BUILDING SEM.GK PROPERTY UNE LOT UNE ROM, — —1---a— WET -AND DMMWON WEIUND BUFFER O WEDIND BUFFER MONUMENT WERANO BUFFER STRIP WETLAND IMPAR GONYEA HOMES & REMODELINGS 1000 800NE AVE N, SUITE 400 GOLDEN VALLEY, MN 55,127 OFFICE: 763 32J 00 FAR: 763432-9501 a ALLIANT 233 Park Ave S, Ste 300 Minneapolis, MN 55415 612.756.3080 wMM 612.758.3099 F. W .alllant-Inc.corn J Q K CEI U) (n J D_ } D_. Q Z 5i J W m CL Z 5 a I - z Lu I w Q z Q z Z Q J W I M "MFM M Mu Mon. an.n .uperns[.. une MW I . amr PROiE5510NA ENWNEER unJ.. M. of M. 51ab al MINNESOTA YM{ RA15M, PE Cole l4� Na. P(!W'@ MPII 99Aae Eu PIIOIECT NR 215b119 22 SHEET 22 of 32 F 1 S YJ y 2 :♦ pp / � F / 8 ac ,fie.—'' rd t' e. MNN�P� PREF" NOS FOR 1 i I (( k ______- ----------- #J A6, 1 �i TM I ♦ 9 1 I i t ♦ / I l F 1 S YJ y 2 :♦ pp / � F / 8 ac ,fie.—'' rd t' e. MNN�P� PREF" NOS FOR TREE INVENTORY & CALCULATIONS TAG DAH(IN) 004y6pN NAME REMOVE NOTES 1362 M Red Oak % ecime 2001 1 98 linden x >� 11A7.7 IBI x LBI lost imJ 200E ME 2006 We NOM z® NDD xRl ID12 v v ko v ]D M m v v 11 coloradoelue me worado Nue Spruce woad. Nue S, cd.ae.Nue mrn Ctlorado Nue S,myre woad. Nue SrbOk woaa.Nue 0olondofflueskinebb woad.Rlue rue Boa Elder x x X x x x x x -- Ml3 17,A15 S.m,WljANk,k x M13 v Boa neer 2014 NNS 15 6 My Swam Willow Swam Wilber X a 206 v Boa neer x N My 12 Moa EWr MIB 10 Boa Elder M19 ]O Boa Elder M = Mm v Cottonwood x - xm ll Ash x 2N1 ffi ffi HOunkin,Aene, l 8 )3 Ned"Itnw Gram Alll x mN 1115 11 NaarVBlow X a =1i ]AMA, Nad"Oaw x ffi M v 6 S1mle61r e SaNy in. % X ffi v DbudlinFur x D MXE M Smrd Nre X Z X111 15 Nm- % Z X®2 8 B mile@air X BID 13 Box Elder X o z 2031 ll IBI Mllel N% m B.agder d IBI lop 2006 6 Grebri X My v Boa peer x 208 v Box Elder x M 35 Boa Elder x MIU 13 Boa rider x M41 24 m[[mw.oe 20D 110 BlackWillow 2081 8 Cottonwood xN1 MA14 Cottonwood N16UC4 3O BasswoOtl Dead xNe 27 Nd WU M Red Wple XNB M Baawo.d X49 ) 4 H& ATB D Box Elder 2Z1Is a Bneoder TaesUM 2114WAS M fbibuimPoplar NE 916 MNsam ar 2164D v Boa Elder NES 98 Bin Elder X056 ss Ni a Elm x67 v Eattem Oaeceear e ea Kdare mwinf. We NO Basswood 2 10 Ni Elm N N..2M4 20610a 39 Baswo.e X 2�U ) Basswood x NZa3 33 Bos Elder x 2064 lD eatr.na X NES 347 Bed.cl X Meb ss Moa Elder x W67 B Nd X axis )5 SNENy MeOl. x Dead 2069 DAM Boa Elcer WRD All Boa Elder 201 6 BMy Milow X N171MAE 13 Nver Bunch x x19 v1 7 Swam BIack Ware. x X111 1 T Swam Willow % M9 II Swam Willow x 2C36 WAB Swam Willow x xrP An sla WRllew X M18 v BIadwlimv xfA R BlaMWSRew 2®0 v BlackWillow 2081 1613 elarll WSBow 22010 10 Blay 2003 a IB Elder Boa Elder snym IINm eamr x84 13 Mindy, 6 v Co m 20ffi X 10 Boa .Elder Elder MM2 v Greenkh 206 v M Boa Elder der 2E119 2000 X14.7 v19 Boa Elder Boa Elder Mleslelmledleatlenrt .xKm x81 M Boa Eltler X20 14,10 RAI.deatl X83 30 Ni EE lm penv X04 23 Blay Willow xX6 m .a x117 ]) sleekwo Black` •llN9stl Zlmae Mm 2 A117 ]0 wea non Grab aW 2®8 11 1lowean Gee x29 9 noweI Gab 2ID0 2x8 2x8 v )4 35 gowedn Dab Box Eller Boa oder MII1'eslemmetl leadersaeumamedrt Ind 2 M link, oder RX 2%6186 v Boa Eltler 2107 ]s Nay WiMw 210 m Boa Elder zg M Box Elder 210i 14 Bo:neer TAG DB13pN) CdANbN NAME REMOVE N016 233,18,4 Basswood % 2335 11 ,1019.8 Basswood x 2336 11A7.7 Basswood x Val 3 Basswood X Tell v Basswood x MUS 7.43 sswma 2310 3 swm Bastl X a m3%6,5.4.4 BWswood x N M2 v Green Aal ;EMG cF_ C Gmen Am 2316 v 6 iswaod M = m5 Elm N Z 4fi M Om x M7 Bzsswmd x mN Bell Xmi BusrOatl X a x319 16 Rea Ort x XSE) m Mfile NOW x 2351 ]0 SIMrb Pine x D x352 14 Ni om x Z 2153 M 5 River!%,B X Z 2354 w 61ad1 race x65 v %Aftyine smruak X o z 2;56 ll N Tram Asn CC ME LL EBI d IBI lop 2358 v rew le X Z6B B NMe le x zein v wimenv Elm x ml 1109 Bo. Elder x m1 M 5 ar Ma e x 2363 37 Red oak 2364 w A. EIm M Bled 2366 M A Elm ZK) 3O Li Dm Dead 260 6 IlmeanE 2369 v Nod ZNID v mi om WL 33 fled Oak Z3v 13 Rea Oak 2373 a Rea oak TaesUM 2374 1 M Red Oak 23151 14 Redone 23)6 v A. Dm 98)) skienmend 2378 v Retl Oak Z3A M Blied,onerry Z38D 15 S.EIm mwinf. 2381 v Green Asn 2382 IBI N N..2M4 2383 11 Black ChOme, X 2384 ) A. nm x MRS m sugarly4aple x 1386 13 Heirkberry X X6) 30 Green Ase X 2383 ED Geen Asn x nin v Ned, Ma e X Z3RO 1126 Basswood x Dead 2A1 v Bassw.o0 H92 M Bssswpod 1393 v BIISwmd X 2391 13 Baawma x MRS M adeader x Z}Jfi v Naked x x391 v Elm x X398 24 1 Blade Gre x 2399 7A61" A.Me le X x400 15 5. Elm 2,101 N716 B'..d 2401 1D B,n..d moa v Bakedend 2404 10 Busond 2405 97 6 Rebrecod snym IINm eamr 2406 v Box Elder 2407 v Box Eltler 2" 53 Basswood 2408 v Basswood 2410 13 Bentwood mil D Basswmd 2/v M Li a Elm X413 In Rea oak 2414 v Redone M15 ]0 Basswood 2416 TO Basswood 2e17 M Ba ..c1 2418 U Basswood 2419 v Basswood mM v Basswood M1 9.8 Basswood 2423 ]0 Basswood RX 283 9 Basswood Xaa v Baa:wood 2425 M Su ar Ma le Zaa6 M Basswood v Basswmd v Nark MNON, Elm x I I. Rasvwppd BI IN v Basswood X KEY IN - Od0R5 mEE Is suC mnbE m XNo TWAT f BW1MY be - I EHAN t NIENMN41v GV - EENOIES Vl B 9015 OF GNTY AND Rin EbN- OENOmS TIES 91oMNG 908 de OeeN ON1 ree. - UMTS 1 TEE THAT 11 s E M 1WeNaE s91 IEGmI SNI - bed. IDR . HA A TEE be A WeTE Or MEDIC AHIFR ONE TO Y` pEN1E on - EFWJTES / YLLTNE SUNNED TMNr AND 6 Or WY NLK gIR6 aQ. OSEASE m wyEvey. 0'q - OR �`\ {eON DBR - RN]rEs 93OFXGkNT IE.m ties end IgTE IW ¢pNGTHOI �r �` Coµ51PUG P Not FOP GONYEA HOMES & REMODELINGS 1000 BOONE AVE N, SUITE 400 GOLDEN VALLEY, MN 55427 DMCE: 763432-4500 FAX: 7634321501 a ALLIANT 233 Park Ave S, Ste 300 Minneapolis, MN 55415 612.756.3080 MVN 612.758.3099 EM www.alliant-inc.com I n ... by cem" mal mi. plan ...cillwlloa np.d - prepared by m under my direct .....Town and m.l l a Wy Gnn..d PROEESSIONA ENGINEER under in. 1... al m. $im. or YINNESOL YMI RNOSM PE bee .1 N.. OOAl1TY ASSURANCE/CONTROL RY Dqe DATE Mm 5-6-18 OR NRYIR4 PROJECT nWkI DATA DE516XEP. YPR gUMN: ELL PROJELY NO: 215-0119 2E SNE. 27 of 32 Z 5 IL Z O Q > J m a W L N cF_ C Q. M = Q N M Z j 0 mN } a ii } 0 5= m Z D a LLI O w Z > O w n Z X o z W W O CC ¢ LL m v d F I n ... by cem" mal mi. plan ...cillwlloa np.d - prepared by m under my direct .....Town and m.l l a Wy Gnn..d PROEESSIONA ENGINEER under in. 1... al m. $im. or YINNESOL YMI RNOSM PE bee .1 N.. OOAl1TY ASSURANCE/CONTROL RY Dqe DATE Mm 5-6-18 OR NRYIR4 PROJECT nWkI DATA DE516XEP. YPR gUMN: ELL PROJELY NO: 215-0119 2E SNE. 27 of 32 I TAG D.B.H(IN) COMMON NAME NOTES 245 10 7—IN,16 Uer 256 10 WAN* 25f2 72 BIahM e 256 1 A.EIm F- > 256 12 Boa El 2550 11 Rlah Olen F.Stommed 2551 to mt k 1— X52 7 Leen Adt a 21St to Green Ash 25551 s Li Bm MS 74 BaSwood X6 12 Cn Hm iralwwd rat and lane for 2557 111.7.7 I.Mmxd x 2554 9A4,6 Ironwood multl aleads steal ISMS ourod 2559 16 Blah Bm 2560 10 Blah Nm Y z 2561 10 Hahb x o�W 2562 to Leen Ash x 2563 is Blank w;lkw X Dead 2561 l& 1& 2565 o? IBI W W 2586 to Cedw x m U 2567 US Basswood x 2564 Uj Y 25619 17 _Rn.d Red Oak Y MOD Is Red Oak x 2571 56 Red Oak SWd. 2572 11 WNI! Oak x 2601 t0 Imnwwd x mbnbMwimhilce 2602 18.20 Ned Oak x m 1tAtemmed rmWA uNmm 269 m Red Oak x 2601 Red Oak X ]GB t0 Nui,NAySPmce X 2505 13 NOmn rvce x MW 14 White spm,, x 26® 13 Norwa ry X 1618 to Blahs e x am tl 025 268 to WNte 2611 to Blue ce 2613 11 Blue SPNm mm N1 Bla S ! 2615 XM 22 13 Bkm Retl Pine 1617 to BIaNkSvnMe Y 2618 12 NOrwa x 2619 Il Blue x 2521D 0 We Somm ]bri 17.0ss Basswood X SmAheast ma 13 Red Oak X 2513 13 Basswood X 262. 7.6.5Buswood x 265 615.j Wk x 'men 2226 M Baal I x 2627 IS BM.d x 2SM 13 Red Oak X M79 10 Red CAN X 2630 14 Bur Oak I X 1 13 Sli a Elm 2632 13 Red Oek x 2633 10 0.EIm X 631 RaA Om 2515 325 White Oak 1636 Q White Oak 2637 23 Basswood X 2638 to Rur Oak x 2639 11 write Oak MIR 11 0.EIm 2661 13 0.EIm 266 ]3 Basswood 26p 10 Mho 2641 22 WNte Oak 266 13 A, Elm rx D6d 2616 13 A. EIm 2547 10 &arkwAnut 166 11 BIaQ Walnut 26 6 11 Naa Walnut 2651 264 12 11 IR Whim Pine W41ite Ire Green Ash Y wo M51 19 14 41wr Monde Silver I 2655 12 Silver le 956 17 Silver I! X57 20 Silver Ma e 2658 Ifi Slver Ma le 769 16 Sllver Ma le 2660 t0 Silver Nb le 2661 t0 s;lwr W'1. 2661 IS SllwrMsule 2663 12 Sllver ! X64 to EalomdRBlue S 2665 14 Green Ash 2666 16 Red Oak 1667 0 Green Ash 2668 IS Red Oak EfB 10 A. Elm MA 2671 12 IO Sl Dm Geer Ash an 33 Bur Oak 2679 12 Bur Oak M74 10 X INPine 2625 ]3 Geer Ash 2626 lD Blue Aw 17 Red Oak 2573 2679 It to Blahs uce BIahS e 2580 39 whit!Oak 7381 u wmm Pm 264 10 Boa Ddee mea - ., i wN. oN I I IRY W - DENI TRUE TO Nea . 6 sOnAn' u -tar mArdi wTwnaxwkv GY - EpmES M9AE 9015 Of NSMtt .VO Rm oW -DEN 016 TRT 91 TRE "A' 6 O.W/6 CANSOM - DE - 06X0165 A M O T T NAS A S ITS TENNI DEEL STEN LEADEN 9EN - DENOTES SENESR l Pi a 186E IN 1 5111E a 860x16 DYER OlE TO I.Q, ES AO TII-EST1TNa1 on - DENOTES 1 W7T T STEMMED 1RInN AND"T 6 01ION SCONE NRI.OfO. mt - DENOTES 9(NmWli OFAO 1•! RIIM PolFN11K f01 9SMA1101 OvVLy P�Ili PaE\>AANIsj_PUOZ1pN � `c.°' NOt (:O GONYEA HOMES & REMODELINGS 1000 BOONE AVE N, SUTTE d00 GOLDEN VALLEY, MN 55627 OFFICE: 76343-4500 FAX: 7634324501 ALLIANT 233 Park Ave S, Ste 300 Minneapolis, MN 55415 612.758.3080 MAN 612.758.3099 6795 W Ww.alliant-inc.wm I Fvaby cMily Mal Mla plan, apacNicallon, o raparl praperld ba m Yndw mr A. . .1y Ui.. arM Mor I a duly 5510N1L ENGINEY u ndw III. Eof Ib Srra f MINNESOTA YIR ;AI NE oar! Orr Na CIUMM ASSItRANCE/MN3Rol BY 0 F DATE ISSUE RFRIPI@ 1911 BR1W1k F11 Md1ER IR 815-0109 28 SNEEr 28 of 32 5 Ib z O F- > J F W y 1— W a m D a Mo g m^ a 2 5 z R QLU o�W z i z pwN �7< uj X o? W W O �i R R LL m U d F— I Fvaby cMily Mal Mla plan, apacNicallon, o raparl praperld ba m Yndw mr A. . .1y Ui.. arM Mor I a duly 5510N1L ENGINEY u ndw III. Eof Ib Srra f MINNESOTA YIR ;AI NE oar! Orr Na CIUMM ASSItRANCE/MN3Rol BY 0 F DATE ISSUE RFRIPI@ 1911 BR1W1k F11 Md1ER IR 815-0109 28 SNEEr 28 of 32 4 N 0 50 100 20D -- SCALE IN FEET "- 3 G I- N 3 F �f PaND RFA MIN STATE SEED MX 3.1-261. SEEING RARE TO BE 14.5 M/AOE (PURE UK SDI NAENF 2 Y X MN STATE SEED MIX 35-221 (MEM PRARE GORDON-) SEEDING RALE TO RE 36.5 IBIS/ACRE (PURE UW SEEGI, Nom_ MN STATE SEED WX 33-252.ZRAM TO BE M 1B5/ACM (PURE URE SEED). APPLY 4F0 PER C. YU-CN SEEDED REAS W3 (MCA CERIDED W® FREE) MULCH AT A RATE CF 1 TWWT IN A6 HOURS CE SECOND. MILpI 910Rp TNX BE CSKEEPITMONB.GYMG AWAY. SEEDING SOULBE APPLIED PREM ,MALL 15 -JULY 20 ORFRFEEE UP. M HTIIR SSEEMNG UTERE APPREOMATELY 50E SEE YNDDT BY MINNESOTA Ol - ETC. AS NECESSARY, BEFORE SIGNIRCANT DAMAGE OCCURS LOW ROW INLET TO INDLTNATE" BASIN SHALL BE PLUGGED DURINGCONSTRUCTIONAND MING FIRST NUE GRXl SEASOR TO ESTABLISH WGIETATI N. N6EA TO w STATE SEED MIX MANUAL LEGEND I i PROPOSED DECIDUOUS O C KEY TREE, REFER SCH PLANTINGG SCHEDULE V VJ .,_.._.,L PROPOSED CONIFLRouS TREE, 00 REFER TO PGNING SCHEDULE I i PROPoBED OHWJAENT- TREE, / KEY REFER TO PLANING SCHEDULE. / SQE/ROOT TYPE REYNUS /. PROPOSED ONVISTEIFY TREE AS / 11 REQUIRED PER TREE MITGINN. / P/FRSTORY TREES GNEEMPIRE LINDEN PVM BEDS O¢ EXISTING TREE TO REMAIN. / TO TREE MIIGATXN PCW. � G_l I © MAINE S® NIX D SIDE i coYMDN IVLT(BERRY SCOPES. MN S® MIX / 50' M. X 50' W. /35 -221 -SNORT ELAINE )RAMS 1 POND SEED MIX. MNMIX SEED `.i /33-281, SEDRLIYMTER SOUTH - * Al WEST-NATNE .0... NRLTMTION BASH MIX W M. X AO' W. MN STATE SEED MIX /33-262 O LL - NAT W / ,¢L'p LARGE BOULDER OUTCROPPWGS FIELD PUCE ON SLOPES SEB Umenici SGRDUB FOR SiEi]FS/OEWIIIFS GRADING / TREE PROnamm -INS WETIANDa OUTLOT 0 AYIw' AND 6o �rV I IN RE�t�"'NN`p,RY P�NTtPUGSjON RN Vv TREE MITIGATION: LrcALrcA OON TYnO14 0 AS FRONT YARD TREES (WHERE FEAR.) TO BE PRDNDED BY HME BUILDER ON NEW LOTS OVERSFCNY DECIDUOUS Ti AU UWN MALE MAPLE, MYJNE HI RMOCUST, GMENS'IHE UNDER. fiRET BIRCH. REWIRED TREES SHALL BE TMG) AND ONE NA1i (257 IxCFEs IN MAYETFR (DAR) AS MEASURED FROM SX (6) NOES MO.E GROUND. CONIF1RWS TREES B.LLMAY FIA, NORWAY SPRUCE. RUNWAY MINE. MNITE NNE. REWIRED TREE SMALL SE 6' WON (BAB) AS MEASURE, FROM MX (5) INCHES ABOW GROUND. PLANTING SCHEDULE PLANTING NOTES KEY 1. 95iIN1 { YM. TW SIDE, 10 NL SW ANO B® NGAS. FINE GRACE I SOD AND SEED ANFAS. SQE/ROOT TYPE REYNUS 1 SANE OR M RX .ILL FWIf LNTEt6IL EDOXIMB RADA TO INSFA AnON. 11 MD WILN AROUND ROOT SAUCER OF Ml TREES ISOLATE) FROM J. INSTAL .-6' OEPIX SHREDDED MYmW P/FRSTORY TREES GNEEMPIRE LINDEN PVM BEDS 50' M. X W -- W.Tro 4. PENNING SOIL S CONSIST OF 1:1:1 SFIECT LOAN TOPS014 PUT MOSS. PIT RUN SAND. 5.COMPLETELY GWUMEE A- MOR"' FOR A PFAIDD OF ONE YEAR BEGINNING AT THE DATE OF ACCEPTANCE. G_l RAGE AU_pOl/LEILEMS PROAL (AS PER DIRECTION! OFOWNER). - ` M. A L MATERIA ORAL. COMPLY MAIM TXE LATEST EDITION OF 1XE AMERICAN!STANMRO FOR NURSERY STOCK, coYMDN IVLT(BERRY AASSOCIATION NURSERYYER. AMERICAN!AMERICAN!I 50' M. X 50' W. 7. AU- TREE BARKS MINE. BE WRAPPED MM BRCMN CREPE TREE NPM. APPLY MPM IN XP'bBER AID REWM N IA&. `.i IL CALL CONKER STATE CNE GLLL AT 651-a5.-DOG2 FOR EDGING UNDERGROUND UnLNMD UILIRES NN AMID - * DIME TO MIInEM DURING ME COUNSE OF ENE WORMC SUGAR MAPLE NAl TE FIRE OF ACCEPTANCE W M. X AO' W. GEMECONRACOUMIL 0COORDINATE NSAIA N VTF,I RK TR, 9DINEII O LL 11. STAGNG AND WIYING OF TREES OPTIONAL: MAINTAIN PLUMBXESS OF TREE Nfl WRAIpi OF WMRM'TY ^. PERIOD. IZ BIFAD RAGS OF CONSTRUCTION UMITS AT PROPERTY UN6. T a CONTRACTOR TO SUPPLY DESIGN AND INSGWATON OF AN TRADITION ICOM MAIM I WX COrWLE FOR 1 !'I� DEWiN® SCO M0 SHRUB All SOD AND SHRUB ARRANT TO BE ON SEPARATE ZONES. USE RAN BRE. OR IPPR.Mp Dii NSTNL SEPARATE METER FOR INNUMPOI STEM. COORDINATE 'NM NATECORDIAL1, 50' W. X AO' W. CONTRACTOR- WRAF SERO AREAS MXILL BE ON SEPARATE zol BACA DI RAN BYES N MFSED REASSMYID BE REDUCED FOR FE ZONE BRUR5 )CMN AFTER FEE FORST Z YEAS OF ESTABLISHMENT,tE. -\ I SIFID ND MAN AL RLMO SLIEAGES ANDREAME AL GERBIG R61RTNG FROM LADSUPE 19 OPEIMT]16. 15. GENERAL CONTRACTOR SMALL FIXIDY THE CWNIY/STAIE Stt d D(J9M CONTROL SPECW IGOON PER r DISTURBED AREA STA MM IDX. / LANDSCAPE REQUIREMENTS 1 RFWMN M a EN P _ I TREE PFA For MITI N ,M IRIDAL YARD BY RAMIE BIIDLEQ N, V -CROTCH EPAAEO FROaDfD 1 TREE PER, LOT (K TREES) 15 - /W z MUXy AaOA •.w. RESGEsrAnnu Rra11L PY TREE REQUIRE) 121 TREEM, SEF GWOCRERA6E ARAN / PR - an)EO izA TREES 3. .SEs 21 REWIRED DO IFE6$ NORWAYSPRUCE GMAT PWI6 MgILEVAK) 5 A CIXLECIOR ROAD. TIDEFORE MATURING) B 5 REWIRED 60' M. X 25'W. 6TRTWYA G B REDMES 15' NN. SAFER AREA MM 2 PERSiOR l TREES, E UNCE1lSi0RY TRIES AND Ii SNNBS RA 1 W LT. TOTAL BIFFEMAiO LFNCTH _ 178 LF. 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BARB engineering and environmental consultants - Memorandum To: Bob Generous, Senior Planner, City of Chanhassen From: Scott Sobiech, PE Subject: Foxwood Subdivision Plan Review by Riley -Purgatory -Bluff Creek Watershed District Date: May 26, 2016 c: Claire Bleser; Administrator Riley -Purgatory -Bluff Creek Watershed District This proposed redevelopment 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. The RPBCWD received a request for preliminary review of this project on May 11, 2016. The following summary of RPBCWD review comments for the proposed Foxwood Subdivision should not be considered complete; this is a preliminary review of the submitted information, additional comments may need to be addressed prior to issuance of a permit based on further review of the plans or revised information that is submitted. The following comments are based on the rules that apply to this project and highlight the areas where revisions or additional information are needed to meet the RPBCWD rules. These review comments do not constitute approval, a variance, or exemption from the rules. Therefore this project will require permit approvals from the RPBCWD Board of Managers. Rule C: Erosion and Sediment Control An 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 be altered (Rule C, Section 2.1). The following comments must be addressed for the project to be in compliance with RPBCWD Rule C. The erosion control plan must include the following information: o Soil surfaces compacted during construction and remaining pervious upon completion of construction must be decompacted through soil amendment and/or ripping to a depth of 18 inches while taking care to avoid utilities, tree roots and other existing vegetation prior to final revegetation or other stabilization. Construction site waste such as discarded building materials, concrete truck washout, chemicals, litter and sanitary waste must be properly managed. Natural topography and soil conditions must be protected, including retention onsite of native topsoil to the greatest extent possible. Barr Engineering Co. 4700 West 77th Sheet, Suite 200, Minneapolis, MN 55435 952.832.2600 www.barrcom To: Bob Generous. Senior Planner, City of Chanhassen From: Scoff Sobiech, PE Subject: Fox ood Subdivision Plan Review by Riley -Purgatory -Bluff Creek Watershed District Date: May 26. 2016 Pace: 2 o Additional measures, such as hydraulic mulching and other practices as specified by the District must be used on slopes of 3:1(H:V) or steeper to provide adequate stabilization. o Final site stabilization measures must specify that at least six inches of topsoil or organic matter be spread and incorporated into the underlying soil during final site treatment wherever topsoil has been removed. o The permittee must, at a minimum, inspect, maintain and repair all disturbed surfaces and all erosion and sediment control facilities and soil stabilization measures every day work is performed on the site and at least weekly until land -disturbing activity has ceased. Thereafter, the permittee must perform these responsibilities at least weekly until vegetative cover is established. The permittee will maintain a log of activities under this section for inspection by the District on request. Rule D: Wetland and Creek Buffers Wetlands on this parcel appear to be downgradient from the proposed site activities. Because the proposed work triggers RPBCWD's Stormwater Management Rule (Rule J) and there are wetlands downgradient of the activities, Rule D, Subsections 2.1a and 3.1 require buffer around these wetlands. To conform to the RPBCWD Rule D the following revisions are needed: o The wetland delineation boundaries and MnRAM analysis results are provided on the plans. Please provide the delineation and MnRAM reports for documentation of the wetland type determination and functional/values assessment. o Please provide an example detail for the marker locations noted on the plans. An example detail is available for download from the RPBCWD website (www.rpbcwd.org/permits). o A note must be added to the plans indicating: The potential transfer of aquatic invasive species (e.g., zebra mussels, Eurasian watermilfoil, etc) must be minimized to the maximum extent possible. o Before any work subject to District permit requirements commences, buffer areas and maintenance requirements must be documented. The applicant may meet this requirement by entering into a maintenance agreement with the District. Rule G: Waterbody Crossings and Structures The proposed placement of fill within the wetland 4a waterbody triggers the requirements identified in RPBCWD Rule G. Criteria are established in RPBCWD, Rule G, Subsection 3 for the construction of a crossing or structure within the waterbody. To conform to RPBCWD Rule G the following revisions are needed: o The design of the roadway fill must assure no net increase in the flood stage of the waterbody. To: Bob Generous. Senior Planner, City of Chanhassen from: Scott Sobiech, PE Subject: Foxwood Subdivision Plan Review by Riley -Purgatory -Bluff Creek Watershed District Date: May 26. 2016 o The design of the roadway embankment must not adversely affect water quality, change the existing flowline/gradient, or cause increased scour, erosion or sedimentation. o The design of the roadway embankment must represent the 'minimal impact' solution to a specific need with respect to all other reasonable alternatives. o Banks must be stabilized immediately after completion of permitted work and revegetated as soon as growing conditions allow. o A note must be added to the plans indicating: The potential transfer of aquatic invasive species (e.g., zebra mussels, Eurasian watermilfoil, etc.) must be minimized to the maximum extent possible. D The finished, stabilized slope will not be steeper than 3:1 (horizontal to vertical). Rule J: Stormwater Management A Stormwater Management Permit (Rule J) will be required for this project because more than 50 cubic yards of earth will be placed, altered, or removed or more than 5,000 square feet of land -surface area will be altered (Rule 1, Section 2.1). Based on the information provided, it appears the project is a development and the criteria in Rule 1, Section 3 would apply to the entire project 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. • 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 The HydroCAD output provided indicates the rainfall distribution used was the SCS Type H, which is not a RPBCWD approved nested stone distribution. An approved rainfall distribution is provided on the district website (http://www.rpbcwd.org/permits/). Similarly, the approved snowmelt distribution, with a total precipitation of 7.2 -in is provided on the website above and should be utilized for the HydroCAD model. o Please provide a boring within the footprint of infiltration Basin #2. The boring must provide the groundwater elevation or show that no groundwater is present to at least three feet below the proposed stormwater management facility. o As proposed, runoff from the impervious surface in the northeast comer of the site will not be abstracted according to the provide SWMP. This does not appear to meet the abstraction requirement in subsection 3.1. When considering the abstraction requirement the applicant must consider the relocation of project elements to address To: Bob Generous. Senior Planner. City of Chanhassen From: Scott Sobiech. PE Subject: Foxwood Subdivision Plan Review by Riley -Purgatory -Bluff Creek Watershed District Date: May 26. 2016 varying soil conditions and other site constraints to achieve the abstraction requirements. Based on the MPCA stormwater manual, infiltration is possible on D soils. o The P8 modeling provided was only simulated for one year. The year simulated only had 27.3 inches of precipitation which is less than the average precipitation for the RPBCWD. The P8 model must be updated to simulate a minimum of 10 years to determine the long term average TSS and TP removals. o Please submit the electronic P8 model and HydroCAD models for further review. o Permit applicant must provide a maintenance and inspection plan. The plan must be documented in a form acceptable to the District. A draft maintenance agreement is available on the permits page of the RPBCWD website. (http://www.rpbcwd.org/permits/). Summary Based on the information provided to date, the proposed design does not meet the RPBCWD rules and a permit from the RPBCWD will be required prior to construction to likely cover the following: Erosion and Sediment Control, Wetlands and Buffers, Waterbody Crossings and Structures, and Stormwater Management. The permit application and final adopted rules are available for download on the RPBCWD website: http://www.Epbcwd.ora/i)ermits/. Please contact us with any questions. Minnesota Department of Transportation Metropolitan District �•,,� Waters Edge Building 1500 County Road B2 West Roseville, MN 55113 May 26, 2016 Robert Generous, Senior Planner City of Chanhassen PO Box 147 Chanhassen, MN 55317 SUBJECT: Foxwood MnDOT Review #P16-027 SW Quad of TH 101 and Lyman Blvd. Chanhassen, Carver County Control Section 1009 Dear Mr. Generous, Thank you for the opportunity to review the Foxwood Site Plan. The Minnesota Department of Transportation (MnDOT) has reviewed the above referenced plat in compliance with Minnesota Statute 505.03, subdivision 2, Plats. Before development can continue, please address the following comments: Design: For "Road A" Access, please show the following on the site plan drawings: • Label location of TH 101 on the profile. • On Road A profile show the subsurface excavation and back fill • Show curb radius at comers where Road A ties into TH 101. • Show Road A - TH 101 intersection details and show the pedestrian ramp details. • Provide information on the perimeter control and rapid stabilization provided in the vicinity of TH 101. A 6' retaining wall is located within MnDOT right of way for TH 101. No part of this wall or supporting elements can be on MnDOT right of way. For questions concerning these comments, please contact Nancy Jacobson (nancv.l.iacobsonna state.mn.us or 651-234-7647) in MnDOT Metro District's Design Section. Water Resources: A drainage permit is required. The proposed development will need to maintain or reduce existing drainage rates to MnDOT right of way. The project developer will need to submit the most current construction plans and existing/proposed hydraulic computations for the 2, 10 and 100 year rainfall events, verifying that all existing drainage patterns and systems affecting MnDOT right of way will be perpetuated. The Drainage permit application can be found at: http://www.dot.state.mn.us/utility/forns.html-Application for Drainage Permit A drainage permit checklist can also be found at: ham://ihub/metro/wre/Link%20Fi les/Drainage%20Pennit%20Applications%20Checklist.pdf The checklist provides more information about the requirements associated with the submittal of a MnDOT Drainage permit application For questions regarding these comments, please contact Hailu Shekur, Metro Water Resources, at hail u.shekur6b-state.mn.us or651-234-7521. Noise: MnDOT's policy is to assist local governments in promoting compatibility between land use and highways. Residential uses located adjacent to highways often result in complaints about traffic noise. Traffic noise from this highway could exceed noise standards established by the Minnesota Pollution Control Agency (MPCA), the U.S. Department of Housing and Urban Development, and the U.S. Department of Transportation. Minnesota Rule 7030.0030 states that municipalities having the authority to regulate land use shall take all reasonable measures to prevent the establishment of land use activities, listed in the MPCA's Noise Area Classification (NAC), anywhere that the establishment of the land use would result in immediate violations of established State noise standards. MnDOT policy regarding development adjacent to existing highways prohibits the expenditure of highway funds for noise mitigation measures in such developed areas. The project proposer is required to assess the existing noise situation and take the action deemed necessary to minimize the impact to the proposed development from any highway noise. If you have any questions regarding MnDOTs noise policy please contact Rick Dalton in Metro District's Noise and Air Quality Unit at 651-234-7677 or richard.dalton( state.mn.us. Permits: As previously stated, a drainage permit is required. Additionally, any use of or work within or affecting MnDOT right of way requires a permit. Permit forms are available from MnDOT's utility website at httn://www.dot.state.mn.us/metro/maintenance/perm its.html Please include one 11 x 17 plan set and one full size plan set with each permit application. Please direct any questions regarding permit requirements to Buck Craig (buck.crai @state.mn.us or 651-234-7911) of MnDOT's Metro Permits Section. Review Submittal Options: MnDOT's goal is to complete the review of plans within 30 days. Submittals sent in electronically can usually be turned around faster. There are four submittal options. Please submit either: 1. One(]) electronic pdf version of the plans. MnDOT can accept the plans via e-mail at metrodevreviews.dot@state.mn.us provided that each separate e-mail is under 20 megabytes. 2. Three (3) sets of full size plans. Although submitting seven sets of full size plans will expedite the review process. Plans can be sent to: MnDOT — Metro District Planning Section Development Reviews Coordinator 1500 West County Road B-2 Roseville, MN 55113 3. One (1) compact disc. 4. Plans can also be submitted to MnDOT's External FTP Site. Please send files to: ftp•//ftp2 dot state mn us/Qub/incomingIMetroWatersEdwe/Planning Internet Explorer doesn't work using ftp so please use an FTP Client or your Windows Explorer (My Computer). Also, please send a note to metrodevreviews.dotna state.mn.us indicating that the plans have been submitted on the FTP site. If you have any questions concerning this review, please contact me at (651) 234-7793. Sincerely, Michael J. Corbett, PE Senior Planner Copy sent via E -Mail: Nancy Jacobson, Design Rod Koehn, Design Hailu Shekur, Water Resources Merlin Kent, Traffic Clare Lackey, Traffic Douglas Nelson, Right -of -Way Buck Craig, Permits Diane Langenbach, Area Engineer Rick Dalton, Noise Bruce Wetherbee, Surveys Luke Kranz, County Surveyor Russell Owen, Metropolitan Council CITY OF CHANHASSEN AFFIDAVIT OF MAILING NOTICE STATE OF MINNESOTA) ) ss. COUNTY OF CARVER ) I, Kim T. Meuwissen, being fust duly sworn, on oath deposes that she is and was on May 26, 2016, 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 request for a Wetland Alteration Permit, Conditional Use Permit for development in the Bluff Creek Overlay District (BCOD), rezoning from Agricultural Estate District (A2) to Residential Low and Medium Density (RLM), and a 52 -lot subdivision with variances on 43.55 acres of property — Planning Case 2016-13 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. Kin4T. Meuwissen, Depu Cle k Subscribed and swo to before me N -3y this day of 2016. 3JENNIFER ANN POTTER Notary Public -Minnesota M, I-- EVi Jul 31, 2020 No4ry Public Notice of Public Hearing Chanhassen Planning Commission Meeting Date &Time: Tuesday, June 7, 2016 at 7:00 p.m. This hearing may not start until ' later in the evening, depending on the order of theagenda. Location: City Hall Council Chambers, 7700 Market Blvd. Request for a Wetland Alteration Permit, Conditional Use Permit for development in the Bluff Creek Overlay District (BCOD), Proposal: rezoning from Agricultural Estate District (A2) to Residential Low and Medium Density (RLM), and a 52 -lot subdivision with variances on 43.55 acres of property. Applicant: Providence 55, LLC Property 9150 & 9250 Great Plains 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 public hearing through the following steps: What Happens 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/2016-13. If you wish to talk to someone about this project, please contact Robert Generous by email at bgienerous((Dcchanhassen.mn.us or by phone at Questions & 952-227-1131. If you choose to submit written comments, it is Comments: helpful to have one copy to the department in advance of the meeting. Staff will provide copies to the Commission. The staff report for this item will be available online on the Iweb site listed above the Thursday prior to the planning Commission meetin . 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 .mus/nfrfome to si n u ! wwn. w.ci.chanhassen 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. Qty 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 ere 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 fa Me public to speak about the proposal as a pan 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 a 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 commercislbrulustrlal. • 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 foil" an item through the process should check with the Manning Department regarding Its status and scheduling for the City Council meeting. • A neighborhood spokespersonImpressntative 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 Manning Commission holds the public hearing, the City Council does not. Minutes are taken and any correspondnce regarding the application will be Included In the report to the City Council. If you wish M be" something to be Included in the report, lease contact the Planning Staff person named on the notification. Notice of Public Hearing Chanhassen Planning Commission Meeting Date & Time: Tuesday, June 7, 2016 at 7:00 p.m. This hearing may not start until ' later in the evening, depending on the order of theagenda. Location: City Hall Council Chambers, 7700 Market Blvd. Request for a Wetland Alteration Permit, Conditional Use Permit for development in the Bluff Creek Overlay District (BCOD), Proposal: rezoning from Agricultural Estate District (A2) to Residential Low and Medium Density (RLM), and a 52 -lot subdivision with variances on 43.55 acres of property. Applicant: Providence 55, LLC Property 9150 & 9250 Great Plains 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 public hearing through the following steps: What Happens 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/2016-13. if you wish to talk to someone about this project, please contact Robert Generous by email at bgenerous(caci chanhassen.mn.us or by phone at Questions & 952-227-1131. If you choose to submit written comments, it is Comments: helpful to have one copy to the department 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, Amendments Code Amendments require a public hearing before Me Planning Commission. City Comprehensive Plan and ordinances require all Property within 500 feel 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 Me 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 public hearing and discuss Me item and make a recommendation to the Dry Council. The City Council may reverse, affirm or modify wholly or partly the Planning Commissions recommendation. Rezonings, land use and code amendment, take a simple majority vote of the City Council except rezonings and land use amendments from residential to commerclalAndustrial. • Minnesota State Statute 519.99 requires all applications to be processed within 60 days unless the applicant waives this standard. Some applications clue 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 nelghbomood spokespersonlrepresentative 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 Me project with any interested person(s). • Because the Planning Commission holds the public hearing, the City Coundl do" not. Minutes are taken and any correspondence regarding the application will be included In the report to Me City Council. 0 you wish to have something to be Included In the report, lease cooled Me planning Stall person named on the notification. PID ITaxpayer Name 250232100 JAMES D & JENNIFER 1 WILSON REV TRUSTS 250240810 PAUL D & CAROL L PAULSON 250240811 DAVID R & MARY B BLANSKI Taxpayer Address 5730 YANCY AVE 9250 GREAT PLAINS BLVD 9350 GREAT PLAINS BLVD Taxpayer City -State -Zip NEW GERMANY, MN 55367-9327 CHANHASSEN, MN 55317-8641 CHANHASSEN, MN 55317-8642 250242900 GIANETTI PROPERTIES LLC 2899 HUDSON BLVD ST PAUL, MN 55128-7100 250250100 PAMELA A O'NEILL 40 LAKE RILEY TRL CHANHASSEN, MN 55317-0541 250251200 WADE W MARSHALL 9441 GREAT PLAINS BLVD CHANHASSEN, MN 55317-8607 250251300 PRINCE R NELSON 7801 AUDUBON RD CHANHASSEN, MN 55317-8201 250251510 TIMOTHYJ LOWE 60196TH ST W CHANHASSEN, MN 55317-8602 250251600 JAMES & ARLENE J CHURCH 61196TH ST W CHANHASSEN, MN 55317-8602 250251700 STEPHEN J & COLEEN M WILKER 62196TH ST W CHANHASSEN, MN 55317-8602 250251800 KEVIN L & LORI A BOGENREIF 63196TH ST W CHANHASSEN, MN 55317-8602 250251900 RICHARD A & BETTY A DERHAAG 71196TH ST W CHANHASSEN, MN 55317-8603 250252000 DOUGLAS L & PAULA JO STEEN 70196TH ST W CHANHASSEN, MN 55317-8603 250252100 WILLIAM F & MARY E HEINLEIN 72196TH ST W CHANHASSEN, MN 55317-8603 250252400 GARY J & MARY LANE BENDZICK 73196TH ST W CHANHASSEN, MN 55317-8603 250253100 ROBERT & CHRISTIN E BOECKER 610 96TH ST W CHANHASSEN, MN 55317-8601 250253200 LESLIE L O'HALLORAN 710 96TH ST W CHANHASSEN, MN 55317-8603 250253210 GREGORY M FALCONER 720 96TH ST W CHANHASSEN, MN 55317-8603 250253300 ROGER A & KIMBERLY A LEE 600 96TH ST W CHANHASSEN, MN 55317-8601 250253400 WESLEY & CAROL DUNSMORE 730 96TH ST W CHANHASSEN, MN 55317-8603 250253500 ANDREW T RIEGERT 620 96TH ST W CHANHASSEN, MN 55317-8601 250253600 JAMES M & TERESA A BYRNE 700 96TH ST W CHANHASSEN, MN 55317-8603 250253800 THEODORE 8 & KAREN K HASSE 630 96TH ST W CHANHASSEN, MN 55317-8601 250900040 STEVEN A & RENEE A WILLIAMS 9291 KIOWA TRL CHANHASSEN, MN 55317-8615 250900050 NORMAN E & STACY A KRUSE 9351 KIOWA TRL CHANHASSEN, MN 55317-8617 250900060 GEORGE -ANN LILLIE 9355 KIOWA TRL CHANHASSEN, MN 55317-8617 250900070 EDWIN MICHAEL DOMKE 9361 KIOWA TRL CHANHASSEN, MN 55317-8617 250900080 RICHARD C BRAMA 9371 KIOWA TRL CHANHASSEN, MN 55317-8617 250900090 MARK A & PAMELA K MOKSNES 9381 KIOWA TRL CHANHASSEN, MN 55317-8617 250900100 JOYCE E KING 9391 KIOWA TRL CHANHASSEN, MN 55317-8617 250920030 FREDERICK W & JUDITH AMRHEIN 9350 KIOWA TRL CHANHASSEN, MN 55317-8616 251550022 TIMOTHY A & DAWNE M ERHART 9611 MEADOWLARK LN CHANHASSEN, MN 55317-8695 252660010 R & C BRANDT101NT REV TRUST PO BOX 722 CHANHASSEN, MN 55317-0722 252660020 MARK 1 & KAREN G GALLER 9376 KIOWA TRL CHANHASSEN, MN 55317-8616 252660030 PAUL T ANDERSON 9390KIOWA TRL CHANHASSEN, MN 55317-8616 252660040 RYAN STEWART 9390 KIOWATRL CHANHASSEN, MN 55317-8616 253650010 CARISSA E HAVERLY 750 96TH ST W CHANHASSEN, MN 55317.8603 253650020 CHARLES E & SANDRA R WORM TRUSTS 760 W 96TH 5T CHANHASSEN, MN 55317-8603 253910010 JAMES E & JEAN M SLOSS 9360 KIOWA TRL CHANHASSEN, MN 55317-8616 253910020 JEFFERY C & MARYELLEN J SEELEY 9366 KIOWA TRL CHANHASSEN, MN 55317-8616 257800070 BRIAN EDDS 575 SUMMERFIELD DR CHANHASSEN, MN 55317-7645 257800080 TIMOTHY S & TAMARA S MILLER 579 SUMMERFIELD DR CHANHASSEN, MN 55317-7645 257800090 TIMOTHY M VICCHIOLLO S83 SUMMERFIELD DR CHANHASSEN, MN 55317-7645 257800100 DANEILJ MUELLER 587 SUMMERFIELD DR CHANHASSEN, MN 55317-7645 257800110 ERIC W LORENTZSON 591 SUMMERFIELD DR CHANHASSEN, MN 55317-7645 257800120 AUVANTE HOLDINGS LLC 595 SUMMERFIELD DR CHANHASSEN, MN 55317-7645 257800130 PAUL C SCHNETTLER 599 SUMMERFIELD DR CHANHASSEN, MN 55317-7645 257800390 SPRINGFIELD HOMEOWNERS ASSN 7100 MADISON AVE GOLDEN VALLEY, MN 55427-3602 258470010 DAVID G DELFORGE 891 LYMAN BLVD CHANHASSEN, MN 55317-9161 258470020 1 FRANK T & MARY LOU WHALEY 851 LYMAN BLVD CHANHASSEN, MN 55317-9161 12584700301 LAURENE E FARRELL 801 LYMAN BLVD CHANHASSEN, MN 55317-9161 cff OF MEMORANDUM CHANHASSEN 7700 Market Boulevard TO: Todd Hoffman PC Box 147 Jill Sinclair Chanhassen, MN 55317 Bob Generous Alyson Fauske Administration Terry Jeffery Phone: 952.227.1100 Jerry Mohn Fax: 952.227.1110 Mark Littfm Building Inspections Phone: 952.227.1180 FROM: JennyPotter Fax: 952.227.1190 Engineering DATE: June 28, 2016 Phone: 952.227.1160 Fax: 952.227.1170 SUBJ: Foxwood — Final Plat Finance Planning Case #2016-13 Phone: 952.227.1140 Fax: 952.227.1110 Park & Recreation Please review the following documents for compliance with recommendations from Phone: 952.227.1120 the Staff Report. Please return all comments to Bob Generous by Thursday, July 14. Fax: 952.227.1110 These documents are also located at: Recreation Center 2310 Coulter Boulevard Phone: 952.227.1400 g:\PLAN\2016 Planning Cases\2016-13 - Foxwood CUP, Rezoning & Fax: 952.227.1404 Subdivision\Final Plat Planning & Natural Resources Thank you, Phone: 952.227.1130 Fax: 952.2271110 Public Works 7901 Park Place Phone: 952.227.1300 Jenny Fax: 952.2271310 Senior Center Phone: 952.227.1125 Fax: 952.2271110 Website www.ci.chanhassen.mn.us Chanhassen is a Community for Life - Providing forTodayand Planning for Tomorrow CONDITIONS OF APPROVAL FOR FINAL PLAT: RECOMMENDATION Staff recommends that the Planning Commission approve the Conditional Use Permit for development in the Bluff Creek Overlay District (BCOD), rezoning from Agricultural Estate District (A-2) to Residential Low and Medium Density (RLM), and a 46 -lot preliminary plat with variances for a private street and a 20 foot Primary Corridor Boundary setback, plans prepared by Alliant Engineering, Inc. dated 5-6-16, subject to the following conditions, table the Wetland Alteration Permit and adoption of the attached Findings of Fact and Recommendation: Rezoning: 1. Contingent on final plat approval. Subdivision: Building: 1. Final grading plans and soil reports must be submitted to the Inspections Division before building permits will be issued. 2. Buildings may be required to be designed by an architect and/or engineer as determined by the Building Official. 3. Engineered design and building permits are required for retaining walls exceeding four feet in height. 4. Each lot must be provided with a separate sewer and water service. 5. Demolition permits must be obtained before demolishing any structures. 6. Proper removal, abandonment or sealing of storage tanks, on-site septic systems, wells, etc. is required. Permits are required, as applicable. 7. If applicable, existing home(s) affected by the new street will require address changes. 8. Provide a 1:200 "clean" plat drawing. Engineering: 1. The 16.5' wide telephone easement must be vacated before the City Council considers final plat approval. 2. The well on the property must be properly abandoned. 3. Label the contours on Sheet 2 of the Existing Conditions Survey. 4. The grading plan must be revised to eliminate the 3H:1 V slope within the temporary cul-de- sac. 5. The developer shall dedicate an easement over the temporary cul-de-sac; the easement exhibit shall be submitted with the final plat application. 6. The private street within Outlot B and must be built to a 7 -ton design. 7. Pedestrian curb ramps from the sidewalks to the street are required must be ADA -compliant. 8. The developer will install shallow monitoring wells or piezometers in the area of Lots 1-4, Block 5 and Lot 18, Block 1. Water elevations shall be monitored for a minimum of four weeks during a time when seasonally high water table would be expected. 9. An oversized drainage and utility easement is required at the back of Lot 1, Block 6 as this area conveys drainage from the adjacent parcel. Staff recommends that the 916' contour extend into the drainageway to create a swale versus the sheet drainage pattern that is currently shown; it has been staff's experience that landscaping/hardscaping/etc. on the downstream parcel tends to impede sheet drainage. 10. Per Section 18-40 (4) d. 2. v. a drain file service is required for Lots 14 Block 5, Lot 6 Block 5; and Lots 1-3 Block 6 as these lots are proposed to drain from the back of the lot towards the street. 11. The developer's engineer shall ensure that the maximum driveway grades shown on the plan are calculated such that a 10' landing is provided where the driveway connects to the street and a five to 10 -foot landing is provided at the garage. 12. On the grading plan label the existing contours. 13. The retaining wall on Lot 2, Block 4 must be outside of the drainage and utility easement. 14. The temporary lift station must be located outside of the temporary cul-de-sac. 15. The developer must work with staff to ensure that the invert elevation is at or higher than the invert elevation established during the concept planning of the undeveloped parcel to the south. 16. On Sheet 18 modify Note 2 to state that 10' horizontal separation is required between water and sewer lines and modify Note 11 to state that sanitary sewer services shall be 6" diameter. Environmental Resources: 1. Prior to any grading, the applicant shall install tree preservation fencing using metal stakes. The fencing shall be placed fencing at the grading limits. Tree #2524 shall be included in the fencing area rather than fenced separately. These protections shall remain in effect until construction is completed. 2. Signage identifying outlot natural areas will be posted at property comers on lots 1, 3-6, 8-9, 17, 18, block 1 and lots 1, 2, block 2 and lots 8, 9, block 3 and lot 1-2, block 4. Fire: 1. A 3 -foot clear space shall be maintained around fire hydrants. 2. Submit propose street names to Chanhassen Fire Marshal and Chanhassen Building Official for review and approval. 3. Street signs (temporary allowed) shall be installed prior to building permits being issued. Fire Marshal must approve signage. 4. Prior to combustible construction fire hydrants shall be made serviceable. 5. No burning permits will be issued for tree/brush removal. 6. Prior to combustible home construction fire apparatus access roads capable of supporting the weight of fire apparatus shall be made serviceable. 7. Additional fire hydrants will be required or relocated. Parks: 1. Full park dedication fees shall be collected per city ordinance in lieu of requiring parkland dedication; and 2. Dedication of an outlot adjacent to Lot 12, Block 5 and across the southern portion of Lot 5, Block 5 to accommodate future construction of a trail. 3. Planning, engineering and construction of two planned 10 -foot wide trail connections leading from two cul-de-sacs into the Fox Woods Preserve. 4. Planning, engineering and construction of a planned 10 -foot wide Highway 101 trail connection between the current trail terminus at the Bandimere Park Pedestrian Underpass and the northern terminus of the plat adjacent to and along Highway 101. 5. Trail right of ways within the subdivision shall be provided within outlots as a condition of the plat. Acquisition of trail easements outside of the plat shall be the responsibility of the City of Chanhassen. 6. The Developer shall be responsible for the installation and payment of the two planned 10 - foot wide trail connections leading from two cul-de-sacs into the Fox Woods Preserve. 7. For those sections of the Hwy 101 trail situated north and south of their property boundaries, the Developer shall be reimbursed by the City of Chanhassen for the full cost of planning, engineering and construction of a planned 10 -foot wide Highway 101 trail connection between the current trail terminus at the Bandimere Park Pedestrian Underpass and the northern terminus of the plat along Highway 101. 8. For that section of the Highway 101 trail located within or adjacent to the Developer's project boundary, the applicant shall be reimbursed by the City for the cost of the aggregate base, trail surfacing, retaining walls and storm water systems utilized to construct the trail. This reimbursement payment shall be made upon completion and acceptance of the trail and receipt of an invoice documenting the actual costs for the construction materials noted. Labor and installation for the trail surface and design, and engineering and testing services for all components of the Developers section, are not reimbursable expenses. 9. All trails shall be 10 feet in width, surfaced with asphalt and constructed to meet city specifications. 10. The granting of a permanent 20 foot wide trail easement across the rear of lots 8 and 9, Block 3. Water Resources Coordinator: 1. The model shall be modified to reflect the fact that current soil conditions and vegetative cover will have a lower bulk density and a higher infiltration rate than fiilly developed conditions. 2. The model must be modified to accurately reflect times of concentration for each drainage area. In the absence of measured infiltration rates, the site should be modeled with conditions similar to what is anticipated given the soil survey and the proposed construction methodologies. 4. The wetlands cannot be used to meet rate control. Rate control must be achieved prior to discharge to any of the wetlands, MN DOT right-of-way or adjoining properties. 5. The infiltration basin areas shall be protected from construction traffic and other construction related activities throughout the duration of the project. This shall be noted on the grading plan, in the SWPPP and shown with pre -construction silt fence location. 6. The infiltration areas shall be graded last. The tributary area shall be graded and stabilized prior to excavation of the infiltration basins. 7. The mass grade phasing schedule shall include stripping and stockpiling of top soil material. 8. The grading and erosion plan shall include stockpile locations. 9. The SWPPP and erosion plan shall include topsoil quantities necessary to place six inches (6") on all disturbed areas to be re -vegetated. 10. A detailed planting schedule and plan shall be included for each infiltration basin. 11. Redundant perimeter controls are required for all disturbs soils draining to wetlands. This may be silt fence, biologs, wind -rows of salvaged and stockpiled topsoil or other as approved by the city. 12. The developer shall be responsible for procuring the NPDES construction permit and providing proof to the city prior to any land disturbing activities. 13. The developer must meet the requirements of MN Rules Chapter 8420 and the Federal Clean Water Act. 14. The development shall meet the CUP conditions for the Bluff Creek Overlay District. 15. Signage will be required at every lot comer and angle point along the private lots adjacent to the wetlands not bound by the BCOD. These must be installed prior to selling the lot. 16. Any grading within wetland buffers must be restored with native vegetation. A planting schedule and vegetation maintenance plan of at least 3 years shall be provided to the city for review and approval. 17. The Storm Water Utility Connection Charge due at final plat is estimated to be $218,662.84 Conditional Use Permit: 1. Infiltration basin IBI located north of Lots 10, 11, 16 and 17 of block 1 shall be evaluated for methods to reduce tree loss. 2. The Bluff Creek Overlay District Boundaries shall be shown to be incidental with the boundaries of Outlots A and C. 3. Any grading within the Bluff Creek Overlay District must be restored with native vegetation. A planting schedule and vegetation maintenance plan of at least 3 years shall be provided to the city for review and approval. 4. Signage will be required at every lot comer and angle point along the private lots adjacent to the BCOD. The sign language shall be provided by the city and the signs shall be at the developer's expense. These signs shall be placed by the developer prior to selling any of the lots. ATTACHMENTS 1. Findings of Fact and Recommendation 2. Development Review Application 3. Property Survey Sheets 1 & 2 4. Preliminary Plat Sheets 4-6 5. Site Plan Sheet 7 6. Grading and Drainage Plan Sheet 10 7. Grading Profiles Sheet 13 8. Erosion and Sediment Control Plan Sheet 14 9. Erosion and Sediment Control Notes and Details Sheet 17 10. Utility Plan Sheet 18 11. Wetland Management Plan Sheet 22 12. Tree Canopy Coverage Plan Sheets 23 & 24 13. Tree Inventory and Preservation Plan Sheets 27-29 14. Memo from Scott Barr Engineering to Bob Generous 15. Memo from Michael Corbett, Minnesota Department of Transportation to Bob Generous 16. Public Hearing Notice and Affidavit of Mailing List g:\plan\2016 planning cases\2016.13 - foxwood cup, rezoning & subdiviaon\staff report foxwood.doc COMMUNITY DEVELOPMENT DEPARTMENT Planning Division — 7700 Market Boulevard CITY OF CHONSEN Mailing Address — P.O. Box 147, Chanhassen, MN 55317 Phone: (952) 227-1300 / Fax: (952) 227-1110 ..�gypp APPLICATION FOR DEVELOPMENT REVIEW ,( Submittal Date: (O "92 — H= PC Date: NA CC Date: i 5 �i0 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) ❑ 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 ❑ All Others......................................................... $425 ❑ Rezoning (REZ) ❑ Planned Unit Development (PUD) .................. $750 ❑ Minor Amendment to existing PUD ................. $100 ❑ All Others......................................................... $500 ❑ Sign Plan Review ................................................... $150 ❑ Site Plan Review (SPR) ❑ Administrative.................................................. $100 ElCommercial/Industrial Districts*......................$500 Plus $10 per 1,000 square feet of building area: ( thousand square feet) 'Include number of existing employees: Include number of new employees: ❑ Residential Districts ......................................... $500 Plus $5 per dwelling unit (_ units) ❑� Subdivision (SUB) NOTE: When multiple applications are processed concurrently, 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 (_ addresses) ❑ Escrow for Recording Documents (check all that apply)....................................................................... $50 per document ❑ Conditional Use Permit ❑ Interim Use Permit ❑ Site Plan Agreement ❑ Vacation ❑ Variance ❑ Wetland Alter tion Permit El Metes & Bounds Subdivision (3 docs.) ❑ Easements( easements) t� It B TOTAL FEE: $700.00 Section 2: Required Information Description of Proposal: Final Plat approval for a 46 lot single family subdivision with 6 outlots (Foxwood) Property Address or Location: 9150 and 9250 Great Plains Boulevard, Chanhassen, MN. 55317 Parcel #. 250232100 arca 250240810 Legal Description: See Attached Total Acreage: 43.55 Wetlands Present? ® Yes ❑ No Present Zoning: Residential Low and Medium Density D Requested Zoning: Residential Low and Medium Density Dist Present Land Use Designation: Residential Low Density Requested Land Use Designation: Residential Low Density Existing Use of Property: Wilson Tree Nursery and Residence and Paulsen Residence 0 Check box is separate narrative is attached. ❑ 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. ❑ Notification Sign (City to install and remove)...................................................................................................................... $200 ❑ Property Owners' List within 500' (City to generate after pre -application meeting) .................................................. $3 per address (_ addresses) ❑ Escrow for Recording Documents (check all that apply)....................................................................... $50 per document ❑ Conditional Use Permit ❑ Interim Use Permit ❑ Site Plan Agreement ❑ Vacation ❑ Variance ❑ Wetland Alter tion Permit El Metes & Bounds Subdivision (3 docs.) ❑ Easements( easements) t� It B TOTAL FEE: $700.00 Section 2: Required Information Description of Proposal: Final Plat approval for a 46 lot single family subdivision with 6 outlots (Foxwood) Property Address or Location: 9150 and 9250 Great Plains Boulevard, Chanhassen, MN. 55317 Parcel #. 250232100 arca 250240810 Legal Description: See Attached Total Acreage: 43.55 Wetlands Present? ® Yes ❑ No Present Zoning: Residential Low and Medium Density D Requested Zoning: Residential Low and Medium Density Dist Present Land Use Designation: Residential Low Density Requested Land Use Designation: Residential Low Density Existing Use of Property: Wilson Tree Nursery and Residence and Paulsen Residence 0 Check box is separate narrative is attached. 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: Providence 55, LLC Contact Bill Coffman Address: 1000 Boone Avenue North, Suite 400 Phone: (612) 202.0692 City/State/Zip: Golden Valley, MN_ 55427 Cell: (612) 202-0692 Email. biltcoffmangcbbumetcom Fax Signature: Date 4/27/16 PROPERTY OWNER: In sig 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. Jim (218) 398-0114 Name: Jim Wilson and Paul Paulson Paul Contact: (952)-484-2698 Address: 9150 8 9250 Great Plains Blvd. Phone: City/State/Zip: Chanhassen, MN. 55317 Cell: Email: Fax Signature: Date. PROJECT ENGINEER (if applicable) Name: Alliant Engineering, Inc. Contact. Mark Rausch Address: 233 Park Ave. S Ste. 300 Phone: 612 ( ) 758-3080 City/State/Zip: Minneapolis, MN. 55415 Cell: (612) 767-9339 Email mrausch@alhant-inc,com Fax: (612) 758-3099 Who should receive copies of staff reports? 'Other Contact Information: ❑ Property Owner Via: ❑ Email ❑ Mailed Paper Copy Name: Applicant Via:r❑ Email ❑ Mailed Paper Copy Address: Engineer Via: ❑ Other' ❑ Email -1 Mailed Paper Copy City/State/Zip: 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 (required) SAVE FORM PRINT FORM SUBMIT FORM Section 3: Property 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: Providence 55, LLC Contact: Bill Coffman Address: 1000 Boone Avenue North, Suite 400 Phone: (612) 202-0692 City/State/Zip: Golden Valley, MN. 55427 Cell: (612) 202-0692 Email: b' fman cbburnet.com Fax: Signature: Date: 4/27/16 PROPERTY OWNER: In sig 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. Jim (218) 398-0114 Name: Jim Wilson and Paul Paulson Contact: Paul (952)-484-2698 Address: 9150 & 9250 Great Plains Blvd. Phone: City/State/Zip: Chanhassen, MN. 55317 Cell: Email: P4�1. C1 - pn ( S aV 5� 4 ( .'rVw Fax: Signature Date: 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: Alliant Engineering, Inc. Contact: Mark Rausch Address: 233 Park Ave. S. Ste. 300 Phone: (612) 758-3080 City/State/Zip: Minneapolis, MN. 55415 Cell. (612) 767-9339 Email: mrausch@alliant-inc.com Fax: (612) 758-3099 Section 4: Notification Information Who should receive copies of staff reports? 'Other Contact Information: ❑ Property Owner Via: ❑ Email ❑ Mailed Paper Copy Name: 21 Applicant Via: ❑� Email ❑ Mailed Paper Copy Address: 91 Engineer Via: 2] 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 (required) save FORM PRINT FORM SUBMIT FORM ! rJ ALLIANT ENGINEERING Letter of Transmittal DATE: June 28, 2016 TO: City of Chanhassen Planning and Zoning 7700 Market Blvd. Chanhassen, MN. 55317 FROM: Mark Rausch RE: Foxwood — Final Plat Submittal JOB NO.: 2015-0119.0 SENT BY: Mail ' Hand Delivered Courier S i Copies Date Description 1 6-22-16 Development Application, Legal Description and Fee 1 6-28-16 Project Narrative I 6-28-16 8.5x11 and I Ixl7 Final Plat CD Plan Sets 7 6-28-16 2204 Final Plat CD Plan Set 1 6-28-16 8.5x11, I lxl7 Final Plat 7 6-28-16 2204 Final Plat 1 6-14-16 Stormwater Management Study Report (Revision is in process as part of RPBCWD reviev%) 1 6-28-16 SWPPPP Narrative Report (Draft) and City Checklist 1 6-28-16 Project Specification (Additional copies can be provided) 1 6-27-16 Wetland Permit Application Copy (document completed by KES) 1 3-14-16,6-27-16 Geotechnical Reports 1 6-28-16 CD of electronic document copies REMARKS: On behalf of Providence 55, LLC, Alliant Engineering is providing the enclosed information for City Review. Please call me directly at 612-758-9339 should you require any additional information of have and questions. Thank you, COPY TO: Bill Coffman, file 233 Park Ave S, Ste 300 612.758.3080 MAIN Minneapolis, MN 55415 612.758.3099 FAx www.alliant-inc.com "FOXWOOD" WILSON NURSERY AND PAULSEN PROPERTY COMBINED LEGAL DESCRIPTION The East Half of the East Half of the South Half of the Southeast Quarter, and the Southeast Quarter of the Northeast Quarter of the Southeast Quarter, all in Section 23, Township 116, Range 23, Carver County, Minnesota. And also that part of the North Half of the Southwest Quarter of Section 24, Township 116, Range 23, Carver County, Minnesota, lying southerly of the north 730.00 feet as measured along westerly line thereof and lying westerly of the centerline of State Highway No. 101, the centerline of which is described as follows: Beginning at a point on the North line of the Southwest Quarter of Section 24, Township 116, Range 23, a distance of 632.52 feet east of the Northwest comer of said Southwest Quarter; the bearing of the North line of the Southwest Quarter is assumed to be South 88 degrees 46 minutes 29 seconds East, thence South 4 degrees 24 minutes 47 seconds West a distance of 413.72 feet thence on a tangential curve, concave to the east having a central angle of 11 degrees 38 minutes 21 seconds and a radius of 1962.29 feet a distance of 398.62 feet, thence South 7 degrees 13 minutes 34 seconds East tangent to the last described curve, a distance of 217.65 feet thence on a tangential curve, concave to the west having a central angle of 14 degrees 29 minutes 17 seconds and a radius of 1166.15 feet a distance of 294.88 feet, more or less, to a point on the South line of the North Half of the Southwest Quarter of Section 24 and there terminating said point distance 660.44 feet easterly of the Southwest corner of the North Half of the Southwest Quarter. Except that part taken by the State of Minnesota in Final Certificate filed August 27, 2009, as Document No. A506726. Except that part taken by the City of Chanhassen in Final Certificate filed May 31, 2013, as Document No. A577806. WE The West 271.79 feet of the North 762.28 feet of the Southwest Quarter of the Southwest Quarter, Section 24, Township 116 North, Range 23 West, Carver County Minnesota EXCEPT That part of the North 330.00 feet of the East 16.00 feet of the West 271.79 feet of the Southwest Quarter of the Southwest Quarter, Section 24, Township 116 North, Range 23 West, lying South of the North 180.0 feet, Carver County, Minnesota. AND That part of the North 30.00 feet of said Southwest Quarter of the Southwest Quarter, lying East of the West 271.79 feet thereof and Westerly of the centerline of State Highway No. 101, EXCEPT that part of the Southwest Quarter of the Southwest Quarter of Section 24, Township 116 North, Range 23 West, shown as Parcel 71A on Minnesota Department of transportation Right of Way Plat Numbered 10-19 as the same is on file and of record in the office of the County Recorder in and for Carver County, Minnesota acquired by the State of Minnesota in Document No.A406988, and EXCEPT that part taken by the City of Chanhassen in Final Certificate filed December 18, 2012, as Document No. A567969. AND That part of the South 732.28 feet of the North 762.28 feet of the Southwest Quarter of the Southwest Quarter, Section 24, Township 116 North, Range 23 West, Carver County, Minnesota, lying East of the West 271.79 feet thereof and Westerly of the centerline of State Highway No. 101, described as: That part of the North 180 feet of the East 16.00 feet of the West 287.79 feet of the Southwest Quarter of the Southwest Quarter, Section 24, Township 116 North, Range 23 West, Carver County, Minnesota, lying South of the North 30.00 feet thereof, all in Carver County, Minnesota. Abstract Property. FINAL PLAT SUBMITTAL NARRATIVE FOXWOOD CHANHASSEN, MINNESOTA June 28, 2016 SITE INFORMATION Legal Description: The East Half of the East Half of the South Half of the Southeast Quarter, and the Southeast Quarter of the Northeast Quarter of the Southeast Quarter, al] in Section 23, Township 116, Range 23, Carver County, Minnesota. And also that part of the North Half of the Southwest Quarter of Section 24, Township 116, Range 23, Carver County, Minnesota, lying southerly of the north 730.00 feet as measured along westerly line thereof and lying westerly of the centerline of State Highway No. 101, the centerline of which is described as follows: Beginning at a point on the North line of the Southwest Quarter of Section 24, Township 116, Range 23, a distance of 632.52 feet east of the Northwest corner of said Southwest Quarter; the bearing of the North line of the Southwest Quarter is assumed to be South 88 degrees 46 minutes 29 seconds East, thence South 4 degrees 24 minutes 47 seconds West a distance of 413.72 feet thence on a tangential curve, concave to the east having a central angle of I 1 degrees 38 minutes 21 seconds and a radius of 1962.29 feet a distance of 398.62 feet, thence South 7 degrees 13 minutes 34 seconds East tangent to the last described curve, a distance of 217.65 feet thence on a tangential curve, concave to the west having a central angle of 14 degrees 29 minutes 17 seconds and a radius of 1166.15 feet a distance of 294.88 feet, more or less, to a point on the South line of the North Half of the Southwest Quarter of Section 24 and there terminating said point distance 660.44 feet easterly of the Southwest corner of the North Half of the Southwest Quarter. Except that part taken by the State of Minnesota in Final Certificate filed August 27, 2009, as Document No. A506726. Except that part taken by the City of Chanhassen in Final Certificate filed May 31, 2013, as Document No. A577806. Abstract Property. Address: 9150 and 9250 Great Plains Boulevard, Chanhassen, MN PID: 250232100 and 250240810 Final Plat Submittal June 28 2016 Foxwood — Chanhassen, MN Page 1 of 9 FINAL PLAT REQUEST The proposed development plan consists of a low density single family residential subdivision with 46 single family homes lots including 45 new homes and 1 existing home to remain. The proposed development is consistent with the City's RLM — Residential Low and Medium Density District and will provide a per acre unit density consistent with the City's Comprehensive Plan land use plan for the property. EXISTING SITE Description The development site currently includes two properties located along TH 101 / Great Plains Boulevard totaling 43.60 acres in size. The larger (38.62 ac) westerly parcel (9150 Great Plains Blvd) has historically been home to the Wilson Nursery and residence. The easterly (4.93 ac) parcel (9250 Great Plains Blvd) includes the Paulson residence and driveway. Right of way access to Great Plains Blvd for both properties and the 9350 Great Plains Blvd. property has recently been combined to have a singular connection to Great Plains Boulevard across from the Bandimore Park entrance. The combined driveway access for 9250 and 9350 Great Plains Blvd results in very lengthy driveways for those two properties. Surrounding Use The site is bound by City owned land to the west (future Fox Woods Park), TH 212 right of way in the northwest comer, TH 101 / Great Plains Boulevard and existing residential land to the east, undeveloped land to the north, and rural undeveloped land to the south. The existing Great Plains Boulevard frontage provides the only connectable public right of way access for the development as well as access to public watermain and a route for sanitary sewer. Natural Features The site has rolling terrain sloping generally to the north or to the south with the split in the central higher ground separating lower large wetland complexes to the north and south. The existing Paulson residence sits within the central higher area. The highpoint of the property is 932 in the center of the Wilson property and the lowest points of 890 in the north wetland and 880 in the southeast wetland. The site does include some areas of the steeper slopes and so a slope analysis was performed to determine if any slopes qualify as bluff per City Ordinance. The analysis did not discover any slopes that met the required criteria to be classified as bluff. Kjolhaug Environmental Services has identified several wetlands that are onsite or abutting. Four wetlands (1, 2, 3, and 4) have been identified within the Wilson property and four wetlands (5, 6, 7, and 8) have been identified on the Paulson property. A MnRAM analysis has been performed with the Paulson delineation to determine classifications on the wetlands as required by the Riley, Purgatory, Bluff Creek Watershed District. The site has variable tree coverage with the northern portion of the Wilson property with little tree coverage as a result of the existing nursery operations. The majority of the site tree coverage is in the southern half and far west portion of the site. Approximately 59% of the existing non -wetland Final Plat Submittal June 28, 2016 Foxwood — Chanhassen, MN Page 2 of 9 I. site area is covered with tree canopy. The site is dominated by deciduous species with significant amounts of Box Elder, Elm, and Basswood. There is good amount of Oak trees located in the southern sloped area. Large portions of the significant trees are located within proposed wetland buffer areas, Bluff Creek Overlay district, and along the development perimeter allowing for opportunity for preservation of many trees. LAND USE The 2030 guiding land use for the property is Residential Low Density with an allowable density of 1.2 — 4 Units/Acre. The surrounding guiding land uses of properties adjacent to the development are; Park (future Fox Woods) and TH 212 right of way to the west and Residential Low Density to north, east, and south. Additional Park (Bandimore) is located to the east of the site along Great Plains Boulevard. The guiding land use density is consistent with the proposed subdivision request as it allows for a range of 35 - 118 residential units on the property. The proposed subdivision will be on the low end of the allowable density for the property as a result of natural feature preservation and significant public land dedication. Land Use Density Calculation: Gross Acreage Wetland Area TH 101 R/W Dedication Approximate Net Acreage Gross Density (46 lots) Net Density (46 lots) ZONING 43.549 acres 13.942 acres 0.028 acres 29.634 acres 1.05 units per acre 1.55 units per acre The proposed development areas was recently rezoned to Residential Low and Medium Density District (RLM). The existing zoning for the properties to the north, west, south, and east are A2 with a Planned Unit Development/Residential District (PUDR) development to the northeast. A summary of required and proposed lot standards criteria for RLM zoning is as follows: Required Proposed Lot Area - Minimum 9,000 SF 11,200 SF Average Lot Area N/A 16,891 SF -Inc. Lot 5,111k 5 14,647 SF -Exc. Lot 5,Blk 5 Lot Width — Minimum 50' 80.5' Lot Depth — Minimum 110' 115' Setbacks: Front 25' 25' Rear — Principal 25' 25' Side — Garage 5' S' Side — Principal 10' 10' Final Plat Submittal June 28 2016 Foxwood — Chanhassen, MN Page 3 of 9 Public Outlot 20' Principal Structure to TH 101' - 50' Setback to Wetland Buffer not in Outlot 30' 30' Min. Lot Building Separation 15' 15' Maximum Impervious Lot Coverage 35% 35% Maximum Principal Structure Height 35' 35' Minimum Right -of -Way Width 60' 60' * Lot width is measured at the front setback. Bluff Creek Overlay District The Bluff Creek Overlay District covers a portion of the site's northern wetland. The City has identified the BCO district limits within the Comprehensive Plan, however, the City's Water Resource Department has provided an updated BCO delineation that more closely follows the wetland edge and desired protection areas. The development plan does not propose any development within the BCO district limits and creates outlots for public dedication including the BCO area within the plat limits. PROPOSED PRELMINARY SUBDIVISION PLAN The applicant's intent is to create a 46 lot single family residential development that is enhanced by the proximity to the public parklands, preservation of natural features and open space, and wetland vistas to the north and south. The development plan is consistent with other single family developments within the City of Chanhassen and is considerate of market demands. The project will include a mix of custom homebuilders to provide a variety of home styles. The following is a brief summary of primary project elements and benefits currently proposed: Primary Site Features • 45 new single family homes and inclusion of the existing Paulson home to remain • Preservation of onsite wetlands and wetland buffers. • Outlots provided over most of the wetland area and Bluff Creek Overlay District area. • Outlots to be provided to the City after final platting. • Wetland buffer creation in accordance with City and Watershed requirements. The majority of proposed wetland buffers within the Wilson property will be placed in public outlots and 100% all will be within outlot or public drainage easement. The buffer proposed within the proposed Lot 5, Block 5 (ex. Paulson residence), will be in drainage easement. • Public dedication of 20.96 acres of outlots including 6.27 acres of upland area. Private Drive Outlot B is exclude from total outlot area and the wetland and stormwater management areas have been excluded from the upland area.. • Dedication of additional Great Plains Boulevard right of way from the 9250 Great Plains Boulevard property. Final Plat Submittal June 28, 2016 Foxwood — Chanhassen, MN Page 4 of 9 • Public right of way connection to the future Fox Woods Park west of the site. • Provision of a public trailway corridor through the development site from the TH 101 underpass to the future Fox Woods Park. The provided corridor is within proposed outlot or trail easement. • Removal of the direct driveway access to TH 101 from the 9250 and 9350 Great Plains Boulevard properties. The Private driveway connection that is currently parallel and within a segment of Great Plains Boulevard right of way will be converted to public trail once the existing homes are reconnected to the proposed street system. • Extension of public right of way including roadway, sidewalk, and watermain to the southern property boundary. • Installation of stormwater management facilities to provide volume control, water quality and rate control for runoff from the new roadway surfaces prior to discharging to the existing wetlands. • Enhanced development landscaping including buffer planting along TH 101 / Great Plains Boulevard. Public Land Dedication Total Site Gross Acreage 43.604 acres Outlot Area (Excluding Private Drive Outlot B) 20.959 acres (48.1 % of site) Right of Way Dedication 4.680 acres (10.7%) Total Public Land Dedication 25.639 acres (58.8%) Upland Area of Outlots A, C -F 6.270 acres (14.41/o) Site Access and Pedestrian Circulation The development site has limited access to existing public right of way. The only available connection is to TH 101/ Great Plains Boulevard in the northwest site corner where a road access has been recently reconstructed to the Wilson Nursery property opposite the Bandimore Park entrance. The proposed development will create roadway connection (Road A) to Great Plains Blvd. in alignment with the Bandimore Park entrance. Road A will then extend through the site to the southern extent of the Wilson Nursery property. The Road A alignment from Great Plains Blvd south through the site is consistent with the City's transportation plan for the area. The development will also include three cul-de-sacs extending off the proposed Road A. Direct driveway access is proposed off of all the proposed public roads. The development proposes to construct a new private driveway access to the 9250 and 9350 Great Plains Boulevard properties allowing for removal of their direct driveway connections to Great Plains Boulevard. The new 20' wide private driveway connection will be to the internal road network via Road A and will be within a 30' wide outlot (`B"). The proposed internal road network will also provide public roadway access to the City's future Fox Woods Park located to the west of the Wilson Nursery property. A public sidewalk system is proposed within the development in accordance to requests from the City's Park's Department. A sidewalk is proposed along Road A from Great Plains Boulevard to Final Plat Submittal June 28, 2016 Foxwood — Chanhassen, MN Page 5 of 9 the southern property limits. Sidewalks are proposed along the two westerly cul-de-sacs (Roads D and E). The City has requested two public trails connections to the Fox Woods Park, a connection is shown from both the Road D and E cul-de-sacs. The trail connections will be within proposed outlots that will be dedicated to the City. The City has future plans to create another trail connection in the southern vicinity of the proposed development. The trail location has not been confirmed yet and may be best situated on the property to the south where the existing topography is not as significant. A trail corridor within outlot and trail easement is proposed in the south end of the site providing a trail routing option if the City so chooses. At City request, the plan includes a trail extension along the west side of the Great Plains Boulevard to the northern project limits and to the south to the existing TH 101 underpass. The trail along TH 101 will be constructed using funds from the project's park dedication fees in accordance with City policy. It should be noted the existing grades along the west side of Great Plains Boulevard are steep and retaining walls will be necessary to construct the trail. Grading and Topography The site has been designed to fit within the existing natural features and topography. Mass grading will be required to construct the public roadways, house pads, and stormwater management areas. Some small retaining walls are necessary to construct the future home sites, however, they are designed to stay within individual lots with no cross lot walls needed and thus will be the responsibility of the future lot owners. Since the retaining walls are contained within individual lots they will be built as needed with the home construction. The mass grading activities do require removal of several onsite trees, however, there are significant tree savings within proposed outlot areas and along the site's perimeter. The grading plan proposed little to no grading within proposed wetland buffers and existing steeper slope areas. Per City requirement all proposed graded slopes will not exceed 3 horizontal to 1 vertical. Sanitary Sewer and Watermain Public sanitary sewer is currently not abutting the project's boundary. The City has future plans to extend public trunk sewer from the south to service the property. The timeline of when the sewer will be available via the south is undetermined at this time. There is existing gravity sewer available in Lyman Boulevard north of the property. The plan proposes to construct a lift station in the southern limits of the project that will discharge to the north to the Lyman gravity sewer. The lift station will be considered temporary as it would remain inplace only until the time when the future trunk gravity sanitary sewer is extended from the south. The lift station is proposed in the southern extent of the project and situated so that the future trunk can easily connect to the proposed gravity sewer of the development plan. The lift station will discharge northerly via a 4" forcemain within proposed right of way within the site and along the right of way of Great Plains and Lyman Boulevards. The site will connect to public watermain in Great Plains Boulevard. An 8" diameter trunk watermain will be extended westerly into the development and southerly to the southern limits of the development. Final Plat Submittal June 28, 2016 Foxwood — Chanhassen, MN Page 6 of 9 Public sanitary sewer and watermain will be extended to the northern limits of the 9250 and 9350 Great Plains Boulevard properties. It will the existing property owner's responsibility/choice to make connection to the public water main. Stormwater Management The development is located within the Riley Purgatory Bluff Creek Watershed District and is required to provide stormwater management in accordance with RPBCWD and City regulations. The proposed development's stormwater management plan does provide the required volume control, water quality, and peak rate control. The development will provide stormwater management via two infiltration basins and a detention pond. The development is also providing permanent preservation of upland area within outlots. Runoff to infiltration areas from the proposed roadways will be captured and pretreated in a sump manholes and forebays prior to discharging into the basins. The infiltration abstraction proposed is equivalent to 1.1" of runoff over the proposed impervious surface. The basins and pond will also provide the required water quality and rate control of stormwater prior to discharging to the downstream wetlands. Wetland Management The site's wetlands were delineated by Kjolhaug Environmental Services (KES) during 2 separate reviews. KES delineated the wetlands on the Wilson property in Fall 2015 with mirror outstanding items to address and are currently conducting the delineation review of the Paulson property. The Paulson property delineation is ongoing and yet to be reviewed, confirmed, and finalized by the LGU's. As noted above, the properties do contain several wetlands including five wetlands (1, 2, 3, 4, 4a) on the Wilson property and at this time four potential wetlands (Ip, 2p, 3p, and 4p) have been identified on the Paulson property. The City currently has classifications established for wetlands 1, 3, 4, Ip, and 4p. A MnRAM analysis is being performed with the Paulson delineation to determine classifications of the wetlands not currently classified by the City. The City of Chanhassen and Riley Purgatory Bluff Creek Watershed District have subtle differences in wetland classification labels and in regards to wetland buffers requirements. The following is a summary of the buffer reouirements for the nroiect. Local Governmental Unit City of Chanhassen Riley Purgatory Bluff Creek Watershed District Wetland Classification Buffer Strip Requirement Principal Structure Setback to Buffer Accessory Structure Setback to Buffer Wetland Classification Average Buffer Width Required Min. Buffer Width Required OUTSTANDING 50 50 50 N/A PRESERVE 40 40 20 EXCEPTIONAL 80 40 MANAGE 1 1 25 30 15 1 HIGH 60 30 MANAGE 2 20 30 15 MEDIUM 40 20 MANAGE 3 16.5 30 15 LOW 1 20 1 10 Final Plat Submittal June 28 2016 Foxwood — Chanhassen, MN Page 7 of 9 The development plan assumes the most conservative buffer application as defined above by proposing buffers in compliance with RPBCWD with the structure buffer setback in accordance with the City rules. In general this results in a combined buffer and buffer setback that slightly exceeds the City's standalone requirement. The following is a summary of the proposed wetland buffers: Wetland Area! Class. (per City) Wetland Perimeter Buffer Area Minimum Buffer Width Average Buffer Provided 1 367,330 SF MANAGE 1 1,555 LF 94,776 SF 30' 60.9' 2 6,840 SF MANAGE 1 369 LF 22,584 SF 30' 61,.2 3' 6,830 SF MANAGE 2 310 LF 12,906 SFS 20' 40. P 4 187,925 SF MANAGE 2 969 LF 39,028 SF 20' 40.3' 5 6 4,231 SF 538 SF PRESERVE PRESERVE 236 LF 89 LF 29,434 SF 40' 90.5' 7 986 SF MANAGE 2 119 LF 16,993 SF3 30' 142.8' 8 32,619 SF MANAGE 2 334 LF 13,906 SF 20' 41.5' Total 212,634 SF° Notes: 1) A partial impact is proposed to wetland 3 to construct public roadway extension to property to the south. The remaining part of wetland 3 along the west side of the future roadway will be encompassed within proposed wetland buffer of wetland 4. 2) Wetlands 5 and 6 buffer area is calculated compositely, including area around wetland 7 since wetlands are very close in proximity (all area is within 150' of wetlands 5 & 6). 3) The Wetland 7 buffer area overlaps with part of wetland 6 buffer area. 4) The total area accounts for the overlap of buffer area for wetlands 5, 6, and 7 and does not "double count" area. The development plan does require a minor impact to 1 of the 8 onsite wetlands. A small wetland impact of 2,565 SF is proposed to wetland 3 to construct the public roadway connection to the property south the development site. The roadway alignment option is limited to the narrow piece of upland between wetland 3 and 4 and avoids impact to the main portion of those wetlands, however, the partial impact to wetland 3 is unavoidable. The wetland mitigation will be done offsite or through purchasing wetland banking credits. Tree Preservation The estimated baseline tree canopy coverage for the existing site is 59% of the net area (excluding wetland areas). Per the City code, low density residential is then allowed to remove to a limit of 35% tree canopy prior to requirement of mitigation. The development plan proposes to maintain tree canopy coverage of 27% and thus a tree replacement of 120 trees is required. A total of 124 trees are proposed to be replanted per City regulations. A wooded slope area in the northwest corner of the development has been identified by the City to be in the Bluff Creek Overlay District. Public outlots are proposed to include the defined Bluff Creek Overlay District within the site for permanent open space preservation. Final Plat Submittal June 28, 2016 Foxwood — Chanhassen, MN Page 8 of 9 Landscanina The landscape plan for the project includes boulevard trees, mitigation reforestation and buffer yard plantings. City ordinance requires provision of 1 tree per lot and these will be installed by the future homebuilder as homes are built. The required mitigation trees have been proposed within individual lots throughout the development and will also be installed by the homebuilder when the homes are constructed. Great Plains Boulevard is defined as a collector road and requires buffer yard `B" plantings along the frontage of proposed Lot 1, Block 6. The enhanced buffer yard landscaping includes shrub and ornamental tree plantings. Additional landscape plantings are also proposed along the Outlot A /Great Plains Blvd frontage to create a vegetated development buffer to Great Plains Blvd. The proposed single family yards will be vegetated with typical residential turf grass, disturbed outlot areas with native seed mix, and pond and infiltration basins with appropriate seed mixes. TIIVHNG/PHASING If the City approves the final plat request, it is the Applicant's desire to proceed immediately towards construction with a targeted start in Summer/Fall 2016. CONCLUSION The applicant respectfully concludes that the request for final plat approval will allow for a development consistent with City Goals and Objectives for this area. The proposed development will create a single family subdivision that; meets density goals of the area, is consistent with the adjacent land uses, provides preservation of permanent open space, and extends public utilities and right of way. Final Plat Submittal June 28, 2016 Foxwood — Chanhassen, MN Page 9 of 9 June 20, 2016 Mr. Mark Littfin Fire Marshal City of Chanhassen 7700 Market Blvd. Chanhassen, MN 55317 Dear Mr. Littfin: As a concerned community member, I am writing to express concern that the City of Chanhassen is remiss in following its own cul-de-sac ordinance with the new subdivision being proposed on the Wilson Tree Farm called Foxwood. According to page 3 (attached), Item K, Amendment to Chapter 18 of the Chanhassen City Code, Subdivisions, the "maximum length of a street terminating in a cul-de-sac shall be 800 feet." As you can see from the enclosed copy of the Foxwood plat, there is only one intersecting access to Hwy 101, and the length of the cul-de-sac appears to be approximately 2,000 feet. At the June 6, 2016, Planning Commission meeting, property owner Dawn Erhardt stated that she has no plans in the future to sell her property, and it was suggested that the adjoining properties may not develop for thirty years. The properties to the south and west may develop, thereby allowing connections to Powers Blvd and Hwy 101. That day may be a long time coming, however. Who knows when the adjoining properties will develop and allow a second emergency access? My understanding is that in addition to the City Council approval of the project, you must also sign off. Have you looked at this design flaw? Are you as concerned as I that a fallen tree or car accident might block the entrance and prevent a rescue vehicle or fire truck from reaching a heart attack victim or a child hit by a car? Or that a fire truck might not have ample hose to reach a burning home? I hope you will diligently examine the proposed Foxwood plat and do what is necessary to ensure a safe community. Sincerely, A Concerned Resident 1 y — NOTE TO CONTRACTOR: GONYEA s '". ' �x .nn.mrann ema rw"vkin mx:.cww xoMse0. BEHOOF, �ws ru— a r. Tor u:nmx ° woaaeara"vax.aw iw� a L A v I �a 7 [o 4ws " y N 1 ( .oc.no s Waru^sy wrwrn SI a,;y v j �� ,; ,� W.un�:"C'M.:e we m.'K.n „u,u.c„n„r .... nw. . EROSION CONTROL RESPONSIBLE PARTY: Q m I EFD- 9! ( .u�ra nnmawc VICINITY MAP $ ?I L _ _ _ - _ 1 xov.ua uua "°"" •°° ALLIANT ilia / nsrm a.s,s. ms fAnnoyMb. ANOI � CONSTRUCTION SEQUENCING: ms>mssso �.. r—> , � L '• I ' 4 lan � n[ J nrYw04. rtvm�"i.�mm�'.4.n.�Nr"a 6 SWPPP BMP QUANTITIES (PER PLANT: O E ! 0 __ oRry `a[O.R. m.ort 'O. �Mr 4fwo U� aw¢, mw/rWu. noxa i pP.� xoorwo rmr a4rxe .uu oa a w NOTE: n i ,' r as Nim r rvr w armxx wo amiwr swig wm w m.u. i ~ Q IN a a��p Flo"�ryµ��j Q 6s Q Q p+lwnu�]Yal M111MiMY. �OIYiT 1 tMWMr. g 2i 0 + a ON LEGEND: r / + r s u:'u.... �7�WN:.� 765a.: INN, - ,' ,¢U{tbr¢, ,,.� ACTIVE SWPPP SCHEDULE ww '��'n, _ wum urwxartwmr ie:-�.. �';`+ \ I . Or r ou ILOTI) ONO • "wxn ru. au ® we. mn.xa+nu m..ucr x rz� cwa.cra, swwa cwm"<m. a srn. ixmc.a m cansx ria ns a.aw rwaasas 14 ------_— rc 14O132 This map was created using Carver County's Geographic Information Systems (GIS), it Is a compilation of information and data from various City, County, State, and Federal offices. This map Is not a surveyed or legally recorded map and Is Intended to be used as a reference. Carver County is not responsible for any Inaccuracies contained herein. e (O'C�2 Map Date: 6/13/2016 i i N w� E s _ ( AH\'I R (. i)1: NTN' Carver County G IS This map was created using Carver County's Geographic Information Systems (GIS), it Is a compilation of information and data from various City, County, State, and Federal offices. This map Is not a surveyed or legally recorded map and Is Intended to be used as a reference. Carver County is not responsible for any Inaccuracies contained herein. e (O'C�2 Map Date: 6/13/2016 My OF 7700 Market Ballevard PO Box 147 Chanhassen. MN 55317 Administrated Phone: 952.227.1100 Fax: 952227.1110 Building Inspections Phone: =7.1 too Fax 952.227.1190 Engineering Phone: 9522271160 Far 952227.1170 Finance Phone: 952227.1140 Fax 952221.1110 Park 6 Recreaton Phin:952.221.1120 Fax 952227.1110 Reaeaion Ceram 2310 Couper Boulevard Phone 952227A400 Fax: 952.227.1404 Plano!" & Natural Resources Phone: 952127.1130 Fax 952127.1110 Public Works 1591 Park Road Phone: 952.2271300 Fax: 952.227.1310 Senior Center Phone: 952227.1125 Fax: 952.227.1110 Web Site xwa.ci.chaMassen.mus 2k1 MEMORANDUM TO: Todd Gerhardt, City Manager FROM: Robert Generous, Senior Planner DATE: September 25, 2006 SUBJ: Adoption of Ordinances Amending Chapters 18 and 20, Chanhassen City Code, Subdivisions and Zoning; Approval of Summary Ordinance for Publication Purposes for Chapter 18 ACTION REQUIRED A simple majority vote of City Council members present is required to adopt the amendments; however, a 4/5ths vote of the entire City Council is required for approval of the summary ordinance for publication purposes. PLANNING COMMISSION SUMMARY The Planning Commission held a public hearing on August 15, 2006, to review the proposed changes to the code. The Planning Commission voted unanimously (6-0) to recommend approval of the amendments with some minor modifications to clarify the ordinance. The Planning Commission minutes are item la of the September 25, 2006, City Council packet. The Planning Commission had significant discussion regarding the intent of the RLM district. They wanted to be clear that the zoning district was not limited to only the Bluff Creek Corridor, but could be used where large areas of upland would be preserved or created as permanent open space as part of the development. DISCUSSION In researching light emissions of electronic message center signs, it was discovered that there are many different types of products used in such signs with varying display abilities. In full color displays, different colors must be displayed at different intensities to be perceived at the same brightness to the human eye. Electronic message centers can be designed with high intensity brightness for long distance visibility in locations such as freeways or with low intensity brightness for locations such as local streets. Electronic message centers can be built with adjustable dimming controls. The City at Chanhassen • A growing conmonity with dean des, quality schools. a charring downtown, thriving businesses, windiiq hails. and besuldul parks. A goal place to live. work, and play. Mr. Todd Gerhardt September 25, 2006 Amendment Chapters 18 and 20 Page 2 Staff believes that the current ordinance restricting the daytime displays to 5,000 Nits (which is at the low end of the desired light intensity for outdoor electronic message centers) and nighttime displays to 500 Nits (10% of daytime value) in conjunction with the requirement that all electronic message centers be constructed with adjustable dimming controls will be sufficient in regulating such signs. In researching lighting, staff has learned that light loses its intensity quickly. Illumination decreases in line with distance squared. Due to this, the electronic message center signs shall not pose a nuisance factor given the separation requirements in the code and the proposed requirement that in the vicinity of single-family homes, there will be a curfew on the use of such signs. 6Yi1 aI&RWIA`I Staff believes that these changes further clarify the ordinance as well as address issues that have been occurring as part of development review and is recommending approval of the amendment. RECOMMENDATION Staff recommends that the City Council adopt the attached ordinances for Chapters 18 and 20 of the Chanhassen City Code; and approve the summary ordinance for publication purposes for Chapter 18. ATTACHMENT I. Ordinance Amending Chapter 18, Subdivisions, Chanhassen City Code. 2. Ordinance Amending Chapter 20, Zoning, Chanhassen City Code. 3. Summary Ordinance for Chapter 18, Subdivisions, Chanhassen City Code. 4. Planning Commission Memorandum dated August 15, 2006. CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA SUMMARY OF ORDINANCE NO. , AN ORDINANCE AMENDING CHAPTER 18 OF THE CHANHASSEN CITY CODE SUBDIVISIONS. The purpose of this code amendment is to amend Chapter 18, Subdivision, to clarify electronic format submittal requirements and that the city will prepare the mailing list and install the notification sign; to add maintenance responsibility to retaining walls built in conjunction with a subdivision; to add the RLM district to the standards for streets and private streets; to clarify when the area of a private street will be included in lot area and lot coverage calculations; to require that 75% of the replacement trees be overstory species; and to include site grading as an improvement that first requires the developer to provide a letter of credit or cash escrow before beginning. A printed copy of Ordinance No. _ is available for inspection by any person during regular office hours at the office of the City Manager/Clerk. PASSED, ADOPTED, AND APPROVED FOR PUBLICATION this _ day of 200_1 by the City Council of the City of Chanhassen. CITY OF CHANHASSEN M UN -11 (Published in the Chanhassen Villager Thomas A. Furlong, Mayor Todd Gerhardt, City Manager/Clerk CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA ORDINANCE NO. AN ORDINANCE AMENDING CHAPTER 18, CHANHASSEN CITY CODE, SUBDIVISIONS THE CITY COUNCIL OF THE CITY OF CHANHASSEN, MINNESOTA ORDAINS: Section 1. Section 18-39 (a) of the City Code, City of Chanhassen, Minnesota, is hereby amended to read as follows: After the pre -application consultation and at least 30 days prior to the meeting of the planning commission at which action is desired, the applicant may file with the city an application for preliminary plat approval. The application shall be accompanied by copies of the plat in such number as required by the city, an eight and one-half by eleven - inch reduction of each sheet, an electronic format file of the plans, and proof of ownership satisfactory to the city. A list of property owners within 500 feet of the property will be prepared by the City. The applicant shall pay the application fee established by city council. All required data, documentation plans, copies and fees must be submitted before the application will be considered complete. Rejection of the plat by the city council, or abandonment or withdrawal of the proposed plat by the subdivider, shall not entitle the applicant to the return of all or any part of the application fee. Section 2. Section 18-39 (c) of the City Code, City of Chanhassen, Minnesota, is hereby amended to read as follows: The planning commission shall hold a public hearing on the preliminary plat after notice of the date, time, place and purpose of the hearing has been published once in the official newspaper, and a proposed development notification sign has been erected on the subject property by the applicant, both at least ten days before the date of hearing. Written notice shall also be mailed by the city to the applicant and all owners of record within 500 feet of the outer boundaries of the preliminary plat. Failure to post a proposed development notification sign or to give notice or defects in the notice shall not affect the validity of the proceedings. The community development director may require an expanded mailing list for sites fronting on lakeshore where the development would be visible over a larger area_ The applicant is responsible for meeting with affected homeowners. Section 3. The City Code, City of Chanhassen, Minnesota, is hereby amended by adding a section to be numbered 18-40 (4) d (1) (f), which shall read as follows: Maintenance and repair of retaining walls, which cross lot lines, built in conjunction with the subdivision shall be the responsibility of the developer, and upon completion of the project, the homeowners association. Section 4. Section 18-39 (c) of the City Code, City of Chanhassen, Minnesota, is hereby amended to read as follows: The planning commission shall hold a public hearing on the preliminary plat after notice of the date, time, place and purpose of the hearing has been published once in the official newspaper, and a proposed development notification sign has been erected on the subject property, both at least ten days before the date of hearing. Written notice shall also be mailed by the city to the applicant and all owners of record within 500 feet of the outer boundaries of the preliminary plat. Failure to post a proposed development notification sign or to give notice or defects in the notice shall not affect the validity of the proceedings. The community development director may require an expanded mailing list for sites fronting on lakeshore where the development would be visible over a larger area. The applicant is responsible for meeting with affected homeowners. Section 5. Section 18-57 of the City Code, City of Chanhassen, Minnesota, is hereby amended to read as follows: Streets (a) Streets shall be dedicated on the plat to the public. The location and design of streets shall consider existing and planned streets, reasonable traffic circulation, topographic conditions, runoff of stormwater, public convenience and safety and the proposed land uses of property to be served. (b) Street right-of-way widths shall be consistent with the comprehensive plan and official map, and shall conform to county and state standards for trunk highways. If no such plans or standards are applicable, right-of-way and pavement widths shall not be less than the following: Street Classifications Right -of- Way Widths (feet) Roadway/ Pavement Width (feet) Minor arterial 100 36 Collector 80 36 Local street (rural residential) 60 24 Local street (urban residential) 60 31 Local street (commercial/industrial) 60 36 Cul-de-sac, turnaround radius (urban/residential) 60 45.5 Cul-de-sac, turnaround radius (rural residential) 60 40 Cul-de-sac, turnaround radius (commercial/industrial) 60 48 Private Street (residential serving A-2, RR, RSF, R-4, 30 20 RLM(when less than 4 units per acre) Private Street (residential serving RLM (when equal to or greater 40 24 than 4 units per acre), R-8, R-12, R-16) Private Street (commercial/industrial) 40 26 (c) Insofar as practical, streets shall intersect at right angles. In no case shall the angle formed by the intersection of two streets be less than 60 degrees. Intersections having more than four comers are prohibited- (d) rohibited(d) A tangent of at least 300 feet shall be introduced between reverse curves on arterial and collector streets. (e) When connecting street lines deflect from each other at one point by more than ten degrees they shall be connected by a curve with a radius adequate to ensure a sight distance within the right-of-way of not less than 500 feet for arterials, 300 feet for collectors, and 100 feet for all other streets. (f) Proper design shall consider required turning radius of vehicles for access points or entrances to and from a highway using standards adopted by the state department of transportation. (g) All centerline grades shall be at least five -tenths (.5) percent and shall not exceed five percent, for arterials and seven percent for all other streets and alleys. Whenever possible, grades within 30 feet of intersections or railroad crossings shall not exceed three percent. (h) Different connecting street grades shall be connected with vertical curves. Minimum length, in feet, of the vertical curves shall be 20 times the algebraic difference in the percentage of grade of the two adjacent slopes. (i) Local streets shall have a centerline offset of not less than 300 feet. Offset intersections shall be avoided. 0) The alignment shall discourage through traffic. (k) The maximum length of a street terminating in a cul-de-sac shall be 800 feet. The length of the cul-de-sac shall be measured from the intersection of the centerlines of the cul-de-sac to the intersecting street to the center point of the cul-de-sac (1) Where a proposed subdivision is adjacent to a limited access highway, arterial or collector street, there shall be no direct vehicular or pedestrian access from individual lots to such highways or streets. To the extent feasible access to arterial streets shall be at intervals of not less than one-fourth mile and through existing and established crossroads. Access along collector streets will be restricted and controlled on the final plat. (m)Half streets shall be prohibited except where it will be practical to require the dedication of the other half when the adjoining property is subdivided, in which case the dedication of a half street may be permitted or required. The probable length of time elapsing before dedication of the remainder shall be a factor considered in making this determination. (n) Public streets to be constructed in subdivisions located inside the metropolitan urban service area line, as identified in the city comprehensive plan shall be constructed to urban standards as prepared by the city engineers office. Streets to be constructed in subdivisions located outside the metropolitan urban service area shall conform to the RECEIVED JUN 2 3 2016 CHANHASSEN INSPECTIONS u ct �c uaNYM� SAINT PAUL MN :59") 21 JUN 2-D1I6 F". 1 L POSTAGE DUE I Mr. Mark Littfin. Fire Marshal City of Chanhassen 7700 Market Blvd. Chanhassen, MN 55317 ^�1 :'� CI.9Cs:�� I'I'Ililll'illirl'nil"i'IIIII'Ilhiliiillllliliii�Ili�illllll' us�voeev 'n Affidavit of Publication Southwest Newspapers State of Minnesota) )SS. County of Carver ) CITY OF CHANHASSEN CARVER & HENNEPIN COUNTIES NOTICE OFPUBLIC HEARLaurie A. Hartmann, being duly sworn, on oath says that she is the publisher or the authorized PLANNING CASE N0.2016.13 agent of the publisher of the newspapers (mown as the Chaska Herald and the Chanhassen Vil- NOTICE IS HEREBY GIVEN lager and has full knowledge of the facts herein stated as follows: that the Chanhassen Planning Commission will hold a public (A) These newspapers have complied with the requirements constituting qualification as a legal hearing on Tuesday, June 7, at newspaper, as provided by Minnesota Statute 331 A.02, 331 A.07, and other applicable laws, as 7:00 pm. in the Council Chambers amended. in Chanhassen City Hall, 7700 Market Blvd. The purpose of (B) The printed public notice that is attached to this Affidavit and identified as No.Yd T this hearing a to consider n was published on the date or dates and in the newspaper stated in the attached Notice and said request for a Wetland Alteration P P . S Permit, Conditional Use Permit Notice is hereby incorporated as part of this Affidavit. Said notice was cut from the columns of for development in the Bluff the newspaper specified. Printed below is a copy of the lower case alphabet from A to Z, both Creek Overlay District (BCOD), inclusive, and is hereby acknowledged as being the kind and size of type used in the composition rezoningfromAgriculturalEstate and publication of the Notice: District (A2) to Residential Low and Medium Density(RLM),anda abcdefghllklmnopgrstuvwxyz 52 -lot subdivision with variances on 43.55 acres of property located at 9150 and 9250 Great Plains Boulevard. Applicant: gy_ Providence55, LLC. Owner: Jim Wilson & Paul Paulson. Laurie A. Hartmann A plan showing the location of the proposal is available for public review on the City's Subscribed and sworn before me on web site at www.ci.chamhassen. mn.us/2016-13 or at City Hall during regular business hours. All interestedpersons are invited 1/ ilk ryryry��� to attend this public hearing this day of V 1 2:1, , 2016 and express their opinions with T 0 respect to this proposal. Robert Generous, AICP, Senior Planner _ Email: bgenerous@ MME JEANNETTE BARK ci.chanhassen.mn.us Phone: 952-227-1131 N j lir -" NO'Af1Y PliBUCIA'.NNESOTA (Published in the Chanhassen W COMMSSICN Dpj:iES 01131118 Villager on Thursday, May 26, 201& No 4281) 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 ............................................... $12.59 per column inch Minnesota Department of Transportation � < Metropolitan District F Waters Edge C*Tn� 1500 West County Road B-2 Roseville, MN 55113-3174 January 5, 2017 Ms. Kim T. Meuwissen Deputy Clerk City of Chanhassen PO Box 147 Chanhassen, MN 55317 Dear Ms. Meuwissen, RECEIVED JAN 10 2017 CITY OF CHANHASSM I am enclosing a fully executed original of Limited Use Permit # 1009-0033 between the Minnesota Department of Transportation (Mn/DOT) and The City of Chanhassen for a Non -motorized Recreational Trail within the right of way of Trunk Highway 101 South of Lyman Boulevard for the City's records. Thank you for helping with this process, If you have questions, please contact me at 651-234-7585. Sincerely, CL Dan Phelps Right of Way Engineering Specialist SCANNED An equal opportunity employer STATE OF MINNESOTA DEPARTMENT OF TRANSPORTATION LIMITED USE PERMIT C.S. 1009 (T.H. 101) County of Carver LUP # 1009-0033 Permittee: City of Chanhassen Terminates: 09/15/2026 In accordance with Minnesota Statutes Section 161.434, the State of Minnesota, through its Commissioner of Transportation, ("MnDOT"), hereby grants a Limited Use Permit (the "LUP") to City of Chanhassen, ("Permittee"), to use the area within the right of way of Trunk Highway No. 101 as shown in red on Exhibit "A", (the "Area") attached hereto and incorporated herein by reference. This Limited Use Permit is executed by the Permittee pursuant to resolution, a certified copy of which is attached hereto as Exhibit B. Non -Motorized Recreational Trail The Permittee's use of the Area is limited to only the constructing, maintaining and operating a nonmotorized recreational trail ("Facility") and the use thereof may be further limited by 23 C.F.R. 652 also published as the Federal -Aid Policy Guide. In addition, the following special provisions shall apply: SPECIAL PROVISIONS TERM. This LUP terminates at 11:59PM on 09/15/2026 ("Expiration Date") subject to the right of cancellation by MnDOT, with or without cause, by giving the Permittee ninety (90) days written notice of such cancellation. This LUP will not be renewed except as provided below. Provided this LUP has not expired or terminated, MnDOT may renew this LUP for a period of up to ten (10) years, provided Permittee delivers to MnDOT, not later than ninety (90) days prior to the Expiration Date, a written request to extend the term. Any extension of the LUP term will be under the same terms and conditions in this LUP, provided: (a) At the time of renewal, MnDOT will review the Facility and Area to ensure the Facility and Area are compatible with the safe and efficient operation of the highway and the Facility and Area are in good condition and repair. If, in MnDOT's sole determination, LUP — Standardized LUP Form Page 1 of 5 LU1001 12!7/2016 modifications and repairs to the Facility and Area are needed, Permittee will perform such work as outlined in writing in an amendment of this LUP; and (b) Permittee will provide to MnDOT a certified copy of the resolution from the applicable governmental body authorizing the Permittee's use of the Facility and Area for the additional term. If Permittee's written request to extend the term is not timely given, the LUP will expire on the Expiration Date. REMOVAL. Upon the Expiration Date or earlier termination, at the Permittee's sole cost and expense Permittee will: (a) Remove the Facility and restore the Area to a condition satisfactory to the MnDOT District Engineer; and (b) Surrender possession of the Area to MnDOT. If, without MnDOT's written consent, Permittee continues to occupy the Area after the Expiration Date or earlier termination, Permittee will remain subject to all conditions, provisions, and obligations of this LUP, and further, Permittee will pay all costs and expenses, including attorney's fees, in any action brought by MnDOT to remove the Facility and the Permittee from the Area. 3. CONSTRUCTION. The construction, maintenance, and supervision of the Facility shall be at no cost or expense to MnDOT. Before construction of any kind, the plans for such construction shall be approved in writing by the MnDOT's District Engineer. Approval in writing from MnDOT District Engineer shall be required for any changes from the approved plan. The Permittee will construct the Facility at the location shown in the attached Exhibit "A", and in accordance with MnDOT-approved plans and specifications. Further, Permittee will construct the Facility using construction procedures compatible with the safe and efficient operation of the highway. Upon completion of the construction of the Facility, the Permittee shall restore all disturbed slopes and ditches in such manner that drainage, erosion control and aesthetics are perpetuated. The Permittee shall preserve and protect all utilities located on the lands covered by this LUP at no expense to MnDOT and it shall be the responsibility of the Permittee to call the Gopher State One Call System at 1-800-252-1166 at least 48 hours prior to performing any excavation. Any crossings of the Facility over the trunk highway shall be perpendicular to the centerline of the highway and shall provide and ensure reasonable and adequate stopping sight distance. LUP — Standardized LUP Forth Page 2 of 5 LU1001 12!7/2016 4. MAINTENANCE. Any and all maintenance of the Facility shall be provided by the Permittee at its sole cost and expense, including, but not limited to, plowing and removal of snow and installation and removal of regulatory signs. No signs shall be placed on any MnDOT or other governmental agency sign post within the Area. MnDOT will not mark obstacles for users on trunk highway right of way. USE. Other than as identified and approved by MnDOT, no permanent structures or no advertising devices in any manner, form or size shall be allowed on the Area. No commercial activities shall be allowed to operate upon the Area. Any use permitted by this LUP shall remain subordinate to the right of MnDOT to use the property for highway and transportation purposes. This LUP does not grant any interest whatsoever in land, nor does it establish a permanent park, recreation area or wildlife or waterfowl refuge Facility that would become subject to Section 4 (f of the Federal -Aid Highway Act of 1968, nor does this permit establish a Bikeway or Pedestrian way which would require replacement pursuant to Minnesota Statutes Section 160.264. No rights to relocation benefits are established by this LUP. This LUP is non-exclusive and is granted subject to the rights of others, including, but not limited to public utilities which may occupy the Area. 6. APPLICABLE LAWS. This LUP does not release the Permittee from any liability or obligation imposed by federal law, Minnesota Statutes, local ordinances, or other agency regulations relating thereto and any necessary permits relating thereto shall be applied for and obtained by the Permittee. 7. CIVIL RIGHTS. The Permittee, for itself, its successors, and assigns, agrees to abide by the provisions of Title VI Appendix C of the Civil Rights Act of 1964, which provides in part that no person in the United States, shall on the grounds of race, color, or national origin, be excluded from, or denied use of any Facility. 8. SAFETY. MnDOT shall retain the right to limit and/or restrict any activity, including the parking of vehicles and assemblage of Facility users, on the highway right of way over which this LUP is granted, so as to maintain the safety of both the motoring public and Facility users. 9. ASSIGNMENT. No assignment of this LUP is allowed. 10. IN WRITING. Except for those which are set forth in this LUP, no representations, warranties, or agreements have been made by MnDOT or Permittee to one another with respect to this LUP. 11. ENVIRONMENTAL. The Permittee shall not dispose of any materials regulated by any governmental or regulatory agency onto the ground, or into any body of water, or into any LUP — Standardized LUP Form Page 3 of 5 LU1001 12/7/2016 container on the State's right of way. In the event of spillage of regulated materials, the Permittee shall notify in writing MnDOT's District Engineer and shall provide for cleanup of the spilled material and of materials contaminated by the spillage in accordance with all applicable federal, state and local laws and regulations, at the sole expense of the Permittee. 12. MECHANIC'S LIENS. The Permittee (for itself, its contractors, subcontractors, its materialmen, and all other persons acting for, through or under it or any of them), covenants that no laborers', mechanics', or materialmens' liens or other liens or claims of any kind whatsoever shall be filed or maintained by it or by any subcontractor, materialmen or other person or persons acting for, through or under it or any of them against the work and/or against said lands, for or on account of any work done or materials furnished by it or any of them under any agreement or any amendment or supplement thereto. 13. NOTICES. All notices which may be given, by either party to the other, will be deemed to have been fully given when served personally on MnDOT or Permittee or when made in writing addressed as follows: to Permittee at: and to MnDOT at: Mayor City Hall 7700 Market Blvd Chanhassen, MN 55317 State of Minnesota Department of Transportation Metro District Right of Way 1500 W. County Road B2 Roseville. MN 55113 The address to which notices are mailed may be changed by written notice given by either party to the other. 14. INDEMNITY. Permittee shall defend, indemnify, hold harmless and release the State of Minnesota, its Commissioner of Transportation and employees and its successors and assigns, from and against: (a) all claims, demands, and causes of action for injury to or death of persons or loss of or damage to property (including Permittee's property) occurring on the Facility or connected with Permittee's use and occupancy of the Area, regardless of whether such injury, death, loss or damage is caused in part by the negligence of State of Minnesota or is deemed to be the responsibility of State of Minnesota because of its failure to supervise, inspect or control the operations of Permittee or otherwise discover or prevent actions or operations of Permittee giving rise to liability to any person. (b) claims arising or resulting from the temporary or permanent termination of Facility user rights on any portion of highway right of way over which this LUP is granted; (c) claims resulting from temporary or permanent changes in drainage patterns resulting in flood damages; (d) any laborers', mechanics', or materialmens' liens or other liens or claims of any kind whatsoever filed or maintained for or on account of any work done or materials furnished; and (e) any damages, testing costs and clean-up costs arising from spillage of regulated materials attributable to the construction, maintenance or operation of the Facility. LUP — Standardized LUP Form Page 4 of 5 LU1001 12/7/2016 MINNESOTA DEPARTMENT OF TRANSPORTATION RECOMMENDED FOR APPROVAL District Engineer Date Z O 7//6 APPROVED BY: COMMISSIONER OF TRANSPORTATION 0 , Office oyLghd Management The Commissioner of Transportation by the execution of this permit certifies that this permit is necessary in the public interest and that the use intended is for public purposes. CITY OF CHANHASSEN By Its Mayor And aJU4-- Its City Manager LUP— Standardized LUP Forth Page 5 of 5 LU1001 12/7/2016 CERTIFICATION STATE OF MINNESOTA ) ) ss COUNTY OF CARVER ) I, Kim T. Meuwissen, duly appointed and acting Deputy Clerk for the City of Chanhassen, Minnesota, do hereby certify that I have compared the foregoing copy of Resolution No. 2016-64 "Authorizing Limited -Use Permit with the State of Minnesota Department of Transportation for Non -Motorized Recreational Trail in the Right -of -Way of Trunk Highway 101 South of CSAH 18" adopted by the Chanhassen City Council on October 10, 2016 with the original copy now on file in my office and have found the same to be a true and correct copy thereof. Witness my hand and official seal at Chanhassen, Minnesota, this 9`s day of November, 2016. a T. Meuwissen, D uty Clerk EXHIBIT B CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA DATE: October 10, 2016 RESOLUTION NO: 2016-64 MOTION BY: McDonald SECONDED BY: Campion RESOLUTION AUTHORIZING LIMITED -USE PERMIT WITH THE STATE OF MINNESOTA DEPARTMENT OF TRANSPORTATION FOR NON -MOTORIZED RECREATIONAL TRAIL IN THE RIGHT-OF-WAY OF TRUNK HIGHWAY 101 SOUTH OF CSAH 18 WHEREAS, the City Council of the City of Chanhassen is the official governing body of the City of Chanhassen; and WHEREAS, the City of Chanhassen desires to construct a non -motorized recreational trail within MnDOT's Highway 101 right-of-way as a condition of the Foxwoods and Arbor Glen Subdivisions; and WHEREAS, this non -motorized recreational trail will connect with an existing pedestrian underpass to promote the orderly and safe crossing of the highway to access Bandimere Community Park; and WHEREAS, the State of Minnesota Department of Transportation requires a limited -use permit for all non -motorized recreational trails constructed within their right-of-way. NOW, THEREFORE, BE IT RESOLVED that the Mayor and City Council of the City of Chanhassen do authorize the approval of a limited -use permit for the construction, maintenance and operation of a non -motorized recreational trail within the right -0f --way of Trunk Highway 101. NOW, THEREFORE, BE IT FURTHER RESOLVED that the Mayor and City Manager are authorized to execute the Limited Use Permit and any amendments to the Permit. Passed and adopted by the Chanhassen City Council this 10th day of October, 2016. --Tndd Gerhardt, City Manager Denny t. 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CU D S Drivi!lg Schad West 0 6u 4 133 (4 of 4) igY[WS CA W- .-I UA I ME CITY OF CHANHASSEN P O BOX 147 CHANHASSEN MN 55317 07/21/2016 3:29 PM Receipt No. 00321697 CLERK: AshleyM PAYEE: Providence 55 LLC 6102 Olson Memorial Highway Golden Valley MN 55422- Foxwood- Planning Case 2016-13 ------------------------------------------------------- Final Plat 700.00 Total Cash Check 1121 Check 1119 Change 700.00 0.00 157.00 543.00 0.00 CITY OF CHANHASSEN P O BOX 147 CHANHASSEN MN 55317 05/10/2016 2:17 PM Receipt No. 00315054 CLERK: AshleyM PAYEE: Providence 55 LLC 6102 Olson Memorial Highway Golden Valley MN 55422- Foxwood- Planning Case 2016-13 ------------------------------------------------------- Conditional Use Permit 425.00 Sign Rent 200.00 Recording Fees 100.00 Rezoning Fees 500.00 Wetland 275.00 Subdivision 705.00 Variance 200.00 GIS List 45.00 Total Cash Check 1106 Change 2,450.00 0.00 2,450.00 0.00 PROVIDENCE 55 LLC City of Chanhassen Date Type Reference 5/10/2016 Bill Planning 2016-13 Bridgewater Bank 9150 5/17/2016 Original Amt. Balance Due Discount 675.00 675.00 Check Amount 1107 Payment 675.00 675.00 675.00 CITY OF CHANHASSEN P O BOX 147 CHANHASSEN MN 55317 05/23/2016 3:27 PM Receipt No. 00316713 CLERK: AshleyM PAYEE: Providence 55 LLC 6102 Olson Memorial Highway Golden valley MN 55422- Foxwood- Planning Case 2016-13 ------------ --------------- -------- Subdivision 675.00 Total Cash Check 1107 Change 675.00 0.00 675.00 0.00 PROVIDENCE 55 LLC City of Chanhassen Date Type Reference 6/22/2016 Bill Final Plat Bridgewater Bank 6/22/2016 Original Amt. Balance Due Discount 700.00 700.00 9150 & 9250 Great Plains Bvd Check Amount I(D 131118 Payment 700.00 700.00 700.00 Fa M 613272. (REV. I W03) THE CHECK DEPOT -REORDER ONUNE AT K .CHECKDEPOT.NET OR CALL1800825-117 CITY OF CHANHASSEN P 0 BOX 147 CHANHASSEN MN 55317 06/29/2016 3:19 PM Receipt No. 00319631 CLERK: AshleyM PAYEE: Providence 55 LLC 6102 Olson Memorial Hwy Golden Valley MN 55422- Foxwood- 9150 & 9250 Great Plains Blvd ------------------------------------------------------- Final Plat 700.00 Total Cash Check 1118 Change 700.00 0.00 700.00 0.00 ALLIANT ENGINEERING Letter of Transmittal DATE: May 6, 2016 TO: City of Chanhassen Planning Department 7700 Market Blvd. Chanhassen, MN. 55317 FROM: Mark Rausch JOB NO.: 2015-0119.0 SENT BY: Mail a Hand Delivered Courier RE: Glaccum Property — Preliminary Subdivision, Rezoning, and Variance Submittal Copies Date Description 1 Development Application and Fee — Delivered Separately by Developer 1 5-6-16 Submittal Narrative 4 1 5-6-16 Legal Description 1 7 5-6-16 Full Size Preliminary Subdivision Plan Set (2204) 1 5-6-16 8.5x11 Preliminary Subdivision Plan Set 1 5-6-16 11x17 Preliminary Subdivision Plan Set 2 5-6-16 Stormwater Management Calculations 1 54-16 Existing Slope Analysis Exhibit 1 3-14-16 Preliminary Soil Investigation 1 5-6-16 CD of electronic document copies REMARKS: On behalf of Providence 55, LLC, Alliant Engineering is providing the enclosed information for City Review. We respectfully request that you or a member of your staff review the contents of our application to confirm all the necessary information has been provided. Please call me directly at 612-758-9339 should you require any additional information of have and questions. We look forward to working with the City of Chanhassen during the entitlements process. Thank you, Mark COPY TO: Bill Coffman, file 1'rV OF CHANHASSE(\I RECEIVED MAY J r) 2U1b CHANHASSENPIAN Wx PL___ 233 Park Ave S, Ste 300 612.758.3080 mAiN Minneapolis, MN 55415 612.758.3099 FAx vAmalliant-inc.com 0 Non -Scannable ftm Item � C 'Folder Number 13AX Folder Mame (6 _ F Job Number Box Number COMMUNITY DEVELOPMENT DEPARTMENT Planning Division — 7700 Market Boulevard CITY OF CHANIIASSEN 0 Mailing Address — P.O. Box 147, Chanhassen, MN 55317 Phone: (952) 227-1130 / Fax: (952) 227-1110 AGENCY REVIEW REQUEST LAND DEVELOPMENT PROPOSAL respondPlease review and no later than the review response Agency Review Request Date: Agency Review Response Deadline: Date Application Filed: May 19, 2016 Ma 26, 2016 05/16/16 Contact: Contact Phone: Contact Email: Robert Generous, AICP 952-227-1131 bgenerous@ci.chanhassen.mn.us Senior Planner Planning Commission Date: City Council Date: 60 -Day Review Period Deadline: June 7, 2016 at 7:00 p.m. June 27, 2016 at 7:00 p.m. July 5, 2016 Application: Request for a Wetland Alteration Permit, Conditional Use Permit for development in the Bluff Creek Overlay District (BCOD), rezoning from Agricultural Estate District (A2) to Residential Low and Medium Density (RLM), and a 52 -lot subdivision with variances (Foxwood) on 43.55 acres of property located at 9150 and 9250 Great Plains Boulevard. Applicant: Providence 55, LLC. Owner: Jim Wilson & Paul Paulson. Planning Case: 2016-13 1 Web Page: www.ci.chanhassen.mn.us/2016-13 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 ® Park Director ❑ Carver County El Victoria ® Water Resources ❑ Lower Riverr ❑ Minnehha Creek aAdjacent Counties: F1 Law Enforcement ® Riley -Purgatory -Bluff Creek El Hennepin Carver County Agencies: Utilities: ❑ Scott ❑ Community Development ® Cable TV — Mediacom ❑ EngineerSchool Districts: El Environmental Services ® Electric— Minnesota Valley E] Electric — Xcel Energy ® Eastern Carver County 112 E:1 Historical Society El Parks ❑ Magellan Pipeline ❑ Minnetonka 276 El &Water Conservation District ® Natural Gas — CenterPoint Energy ® Phone — CenturyLink Other Agencies: State Agencies: ❑ Hennepin County Regional Railroad ® Board of Water & Soil Resources Authority E]MN Landscape Arboretum El Health E] SouthWest Transit [_1 Historical Society ❑ TC&W Railroad El Natural Resources -Forestry ® Natural Resources -Hydrology ❑ Pollution Control ® Transportation COMMUNITY DEVELOPMENT DEPARTMENT Planning Division – 7700 Market Boulevard CITY OF CI NHASSFN Mailing Address – P.O. Box 147, Chanhassen, MN 55317 Phone: (952) 227-1300 / Fax: (952) 227-1110 APPLICATION FOR DEVELOPMENT REVIEW �t Submittal Date: 5 PC Date: C,0 ( -7 1 / Loy CC Date: 60 -Day Review Date: 1 (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 Penult (CUP) WA ElResidence................................ $325 llOthers......................................................... $425 ❑ Interim Use Permit (IUP) ❑ In conjunction with Single -Family Residence.. $325 ❑ All Others ......................................................... $425 ❑� Rezoning (REZ) ❑ Planned Unit Development (PUD) .................. $750 ❑ Minor Amendment to existing PUD ................. $100 ❑� All Others......................................................... $500 ❑ Sign Plan Review ................................................... $150 ❑ Site Plan Review (SPR) ❑ Administrative.................................................. $100 ❑ Commercial/Industrial Districts* ...................... $500 Plus $10 per 1,000 square feet of building area: (— thousand square feet) 'Include number of existing employees: *Include number of new employees: ❑ Residential Districts ......................................... $500 Plus $5 per dwelling unit (_ units) 2] Subdivision (SUB) ❑ Create 3 lots or less ........................................ $300 El Create over 3 lots.......................$600 + $15 per lot ( 52 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) L� Variance (VAR) .................................................... $200 ❑� Wetland Alteration Permit (WAP) ❑ Single -Family Residence ............................... $150 ❑r 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. ❑� Notification Sign (City to install and remove)...................................................................................................................... $200 ❑� Property Owners' List within 500' (City to generate after pre -application meeting) .................................................. $3 per address ( 15 addresses) EEssc;ow for Recording Documents (check all that apply)....................................................................... $50 per document ff Conditional Use Permit ❑ Interim Use Permit ❑ Site Plan Agreement ❑ Vacation ❑ Variance ❑v Wetland Alteration Permit ❑ Metes & Bounds Subdivision (3 docs.) ❑ Easements (—easements) TOTAL FEE: $2,450.00 Section 2: Required Information Description of Proposal: Preliminary Plat approval for a 46 lot single family subdivision with 6 outlots (Foxwood) Property Address or Location: _ Parcel #: 250232100 and 250240810 Legal Description: See Attached Total Acreage: 43.55 Wetlands Present? ® Yes ❑ No Present Zoning: Agricultural Estate District (A2) Requested Zoning: (RLM) Residential Low and Medium Dens Present Land Use Designation: Residential Low Density Requested Land Use Designation: Residential Low Density Existing Use of Property: Wilson Tree Nursery and Residence and Paulsen Residence 9150 and 9250 Great Plains Boulevard, Chanhassen, MN. 55317 ❑� Check box is separate narrative is attached. Section 3: Property . Applicant 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, 1 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: Providence 55, LLC Contact: Bill Coffman Address: 1000 Boone Avenue North, Suite 400 Phone: (612) 202-0692 City/State/Zip: Golden Valley, MN. 55427 Cell: (612) 202-0692 Email: billcoffman@cbburnet.com Fax: Signature: /J Date: 4/27/16 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. Jim (218) 398-0114 Name: Jim Wilson and Paul Paulson Contact: Paul (952)-4842698 Address: 915 & 9250 Great Plains Blvd. Phone: City/State/Zip: Chanhassen, MN. 55317 Cell: Email: Fax: Signature: Date: 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: Alliant Engineering, Inc. Contact: Mark Rausch Address: 233 Park Ave. S. Ste. 300 Phone: (612) 758-3080 City/State/Zip: Minneapolis, MN. 55415 Cell: (612) 767-9339 Email: mrausch@alliant-inc.com Fax: (612) 758-3099 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: F] 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 (required). SAVE FORM PRINT FORM SUBMIT FORM Information Section 3: Property Owner and APPLICANT OTHER THAN PROPERTY OWNER: In signing this Applicant 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 should be processed in my name and I am the party wham the full legal capacity to file the City should contact regarding application. This application 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. Providence 55, LLC Contact: Bill Coffman Address: 1000 Boone Avenue North, Suite 400 Phone: (612) 202-0692 City/State2ip: Golden Valley, MN. 55427 Cell: (612) 202-0692 Email: billcoffman@cbburneLcom Fax: Signature: Date: 427/16 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. Jim (218) 398-0114 Name: Jim Wilson and Paul Paulson Contact: Paul (952)484-2698 -1 Address: 91W& 9250 Great Plains Blvd. Phone: C9 S 2i z %'5 - S 15 Clty/State/Zip: Chanhassen, MN. 55317 Cell: 2 (.1 Sr Email: AV1. AwtStfovx t? w fk;J. Cu— Fax: Signature: L ��' - Date: s 3 20/6 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: Alliant Engineering, Inc. Contact: Mark Rausch Address: 233 Park Ave. S. Ste. 300 Phone: (612) 758-3080 City/State/Zip: Minneapolis, MN. 55415 Cep. (612) 767-9339 Email: mrausch@alliant-inc.com Fax (612) 758-3099 Section 4: Notification Who should receive copies of staff reports? Information 'Other Contact Information: ❑ Property Owner Via: ❑ Email ❑ Mailed Paper Copy Name: ❑ Applicant Via: Q Email ❑ Mailed Paper Copy Address: El Engineer Via: Q Email ❑ Mailed Paper Copy City/State/Zip: ❑ Other' Via: ❑ Email ❑ Mailed Paper Copy Email: INSTRUCTIONS TO APPLICANT: Complete all necessary forth 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 (required). SAVE FORM PRINT FORM SUBMIT FORM Section 3: Property Owner and Applicant Information APPLICANT OTHER THAN PROPERTY OWNER: In signirg 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 it my name and I am. the party whom the City should co^tad ragarding any matter pertaining to this application. 1 will keep myself informed of the deadlines for submissio^ of material and the progress of this application. 1 further understand that additional fees may be charged for consulting fees, feasibility studies, etc. with an estimate prior to any authorization to proceed w,th the study. I cert!fy that the information and exhibits submitted are true and correct. Name: Providence 55. LLC Contact Bill Coffman Address: 1000 Boone Avenue North, Suite 400 phone. (612) 202-0692 City/Stale/Zip. Golden Valley, MN 55427 Cell (612) 202-0692 EmaB: billcoffman@cIbbumet.com Fax Signature /7 Date: 427116 c. PROPERTY OWNER: in signing this application, I, as property owner, have full lega: 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 info,med of the deadlines for submission of material and the progress of this application. I further understand that additional fees may be charged for consultinu fees_ feasibility studies, etcwith an estimate prior to any authorization to proceed with the study. i certify that Che information and exhibits submitted are true and correct Jim (218) 398-0114 Name: Jim Wilson and Paul Paulson Contact- Paul (952)-484-2698 Address. 915r8 9250 Great Plains Blvd. Phone. City/State/Zip: Chanhassen. MIN. 55317 Cell. _ EmailISc,n Fax. Signature. Date: -S�3 //!o This application must be compkteC in full and must be accompanied by all information and plans required by app,icable City Ordinance provisions. Before filing this applicatiol refer to the appropriate Application Checklist and confer with the Planning Department to determine the speck 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 appl,caton deficiencies shag be mailed to the applicant within 15 business days of application. PROJECT ENGINEER (it apphcable) Name. All ant Engineering, Inc. Contact: Mark Rausch Address 233 Park Ave S Ste. 300 phone (612) 758-3060 city/Statelzip Minneapolis. MN. 55415 Celt: (612) 767-9339 Email_ mrausch@alhant-incccm fax (612) 758-3099 Section 4: Notification Information Who should receive copies of staff reports? `Other Contact Information: ❑ Property Owner Via. ❑ Emal ❑ Ma led Paper Copy Name ❑ Apolicont Via: F1 Email ❑ Mailed Paper Copy Address: 21 Engineer Via. 0 Email ❑ Mailed Paper Copy City/Stale2ip: ❑ 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 (required). SgyE FORW PRINT FORM sUetat FORM "FOXWOOD" WILSON NURSERY AND PAULSEN PROPERTY COMBINED LEGAL DESCRIPTION The East Half of the East Half of the South Half of the Southeast Quarter, and the Southeast Quarter of the Northeast Quarter of the Southeast Quarter, all in Section 23, Township 116, Range 23, Carver County, Minnesota. And also that part of the North Half of the Southwest Quarter of Section 24, Township 116, Range 23, Carver County, Minnesota, lying southerly of the north 730.00 feet as measured along westerly line thereof and lying westerly of the centerline of State Highway No. 101, the centerline of which is described as follows: Beginning at a point on the North line of the Southwest Quarter of Section 24, Township 116, Range 23, a distance of 632.52 feet east of the Northwest corner of said Southwest Quarter; the bearing of the North line of the Southwest Quarter is assumed to be South 88 degrees 46 minutes 29 seconds East, thence South 4 degrees 24 minutes 47 seconds West a distance of 413.72 feet thence on a tangential curve, concave to the east having a central angle of 11 degrees 38 minutes 21 seconds and a radius of 1962.29 feet a distance of 398.62 feet, thence South 7 degrees 13 minutes 34 seconds East tangent to the last described curve, a distance of 217.65 feet thence on a tangential curve, concave to the west having a central angle of 14 degrees 29 minutes 17 seconds and a radius of 1166.15 feet a distance of 294.88 feet, more or less, to a point on the South line of the North Half of the Southwest Quarter of Section 24 and there terminating said point distance 660.44 feet easterly of the Southwest corner of the North Half of the Southwest Quarter. Except that part taken by the State of Minnesota in Final Certificate filed August 27, 2009, as Document No. A506726. Except that part taken by the City of Chanhassen in Final Certificate filed May 31, 2013, as Document No. A577806. Abstract Property. JYv RECEIVEDSEN MAY j o 2016 CHANHASSEN PUNNING DEPT JITY OF CHANHASSRR RECEIVED MAY 'J 6 2016 PRELIMINARY SUBDIVISION AND REZONING SUBMITTAL NARRATIVE CHANHASSEN PLANNING DEPT SITE INFORMATION FOXWOOD CHANHASSEN, MINNESOTA May 6, 2016 Legal Description: The East Half of the East Half of the South Half of the Southeast Quarter, and the Southeast Quarter of the Northeast Quarter of the Southeast Quarter, all in Section 23, Township 116, Range 23, Carver County, Minnesota. And also that part of the North Half of the Southwest Quarter of Section 24, Township 116, Range 23, Carver County, Minnesota, lying southerly of the north 730.00 feet as measured along westerly line thereof and lying westerly of the centerline of State Highway No. 101, the centerline of which is described as follows: Beginning at a point on the North line of the Southwest Quarter of Section 24, Township 116, Range 23, a distance of 632.52 feet east of the Northwest corner of said Southwest Quarter; the bearing of the North line of the Southwest Quarter is assumed to be South 88 degrees 46 minutes 29 seconds East, thence South 4 degrees 24 minutes 47 seconds West a distance of 413.72 feet thence on a tangential curve, concave to the east having a central angle of 11 degrees 38 minutes 21 seconds and a radius of 1962.29 feet a distance of 398.62 feet, thence South 7 degrees 13 minutes 34 seconds East tangent to the last described curve, a distance of 217.65 feet thence on a tangential curve, concave to the west having a central angle of 14 degrees 29 minutes 17 seconds and a radius of 1166.15 feet a distance of 294.88 feet, more or less, to a point on the South line of the North Half of the Southwest Quarter of Section 24 and there terminating said point distance 660.44 feet easterly of the Southwest comer of the North Half of the Southwest Quarter. Except that part taken by the State of Minnesota in Final Certificate filed August 27, 2009, as Document No. A506726. Except that part taken by the City of Chanhassen in Final Certificate filed May 31, 2013, as Document No. A577806. Abstract Property. Address: 9150 and 9250 Great Plains Boulevard, Chanhassen, MN PID: 250232100 and 250240810 Preliminary Subdivision and Rezoning Submittal May 6.2016 Foxwood — Chanhassen, MN Page 1 of 10 PRELEMNARY SUBDIVISION AND REZONING REQUEST The proposed development plan consists of a low density single family residential subdivision with 46 single family homes lots including 45 new homes and 1 existing home to remain. The proposed development will require rezoning the property from A2 - Agricultural Estate District to RLM — Residential Low and Medium Density District. The proposed rezoning of the property from A2 to RLM will provide a per acre unit density consistent with the City's Comprehensive Plan land use plan for the property. EXISTING SITE Description The development site currently includes two properties located along TH 101 / Great Plains Boulevard totaling 43.55 acres in size. The larger (38.62 ac) westerly parcel (9150 Great Plains Blvd) has historically been home to the Wilson Nursery and residence. The easterly (4.93 ac) parcel (9250 Great Plains Blvd) includes the Paulson residence and driveway. Right of way access to Great Plains Blvd for both properties and the 9350 Great Plains Blvd. property has recently been combined to have a singular connection to Great Plains Boulevard across from the Bandimore Park entrance. The combined driveway access for 9250 and 9350 Great Plains Blvd results in very lengthy driveways for those two properties. Surrounding Uses The site is bound by City owned land to the west (future Fox Woods Park), TH 212 right of way in the northwest corner, TH 101 / Great Plains Boulevard and existing residential land to the east, undeveloped land to the north, and rural undeveloped land to the south. The existing Great Plains Boulevard frontage provides the only connectable public right of way access for the development as well as access to public watennain and a route for sanitary sewer. Natural Features The site has rolling terrain sloping generally to the north or to the south with the split in the central higher ground separating lower large wetland complexes to the north and south. The existing Paulson residence sits within the central higher area. The highpoint of the property is 932 in the center of the Wilson property and the lowest points of 890 in the north wetland and 880 in the southeast wetland. The site does include some areas of the steeper slopes and so a slope analysis was performed to determine if any slopes qualify as bluff per City Ordinance. The analysis did not discover any slopes that met the required criteria to be classified as bluff. Kjolhaug Environmental Services has identified several wetlands that are onsite or abutting. Five wetlands (l, 2, 3, 4, 4a) have been defined within the Wilson property. A delineation has recently been performed on the Paulson property but it has yet to be reviewed, confirmed, and finalized. At this time four potential wetlands (lp, 2p, 3p, and 4p) have been tentatively identified on the Paulson property. The City currently has classifications established for wetlands 1, 3, 4, 1p, and 4p. A MnRAM analysis is being performed with the Paulson delineation to determine classifications on the wetlands not currently classified by the City. Preliminary Subdivision and Rezoning Submittal May 6.2016 Foxwood — Chanhassen, MN Page 2 of 10 The site has variable tree coverage with the northern portion of the Wilson property with little tree coverage as a result of the existing nursery operations. The majority of the site tree coverage is in the southern half and far west portion of the site. Approximately 58% of the existing non -wetland site area is covered with tree canopy. The site is dominated by deciduous species with significant amounts of Box Elder, Elm, and Basswood. There is good amount of Oak trees located in the southern sloped area. Large portions of the significant trees are located within proposed wetland buffer areas, Bluff Creek Overlay district, and along the development perimeter allowing for opportunity for preservation of many trees. LAND USE The 2030 guiding land use for the property is Residential Low Density with an allowable density of 1.2 — 4 Units/Acre. The surrounding guiding land uses of properties adjacent to the development are; Park (future Fox Woods) and TH 212 right of way to the west and Residential Low Density to north, east, and south. Additional Park (Bandimore) is located to the east of the site along Great Plains Boulevard. The guiding land use density is consistent with the proposed subdivision request as it allows for a range of 35 - 118 residential units on the property. The proposed subdivision will be on the low end of the allowable density for the property as a result of natural feature preservation and significant public land dedication. Land Use Density Calculation: Gross Acreage 43.549 acres Wetland Area 13.929 acres TH 101 R/W Dedication 0.028 acres Approximate Net Acreage 29.592 acres. Gross Density (46 lots) 1.06 units per acre Net Density (46 lots) 1.55 units per acre REZONING REQUEST The proposed application makes request for rezoning from Agricultural Estate District (A2) to Residential Low and Medium Density District (RLM). The proposed rezoning is justified considering the 7.07 acres (16.2% of entire site) of upland being dedicated to the public. The proposed development site will actually provide a total of 25.54 acres (58.6% of site) of public land when considering the public outlots and right of way dedication. The existing zoning for the properties to the north, west, south, and east are A2 with a Planned Unit Development/Residential District (FUDR) development to the northeast. All adjacent zonings are compatible with the proposed RLM rezone request to for the site. The request to rezone to RLM instead of Single Family Residential District (RSF) is necessary to provide a development that meets the City's density goals and also meet the City's goals for natural resource preservation. The development plan does not propose lots as small as the RLM minimum lot area or widths. The RLM designation will allow for 5 lots to be narrower than 90' wide at the designated front setback and for 24 lots to be less than 15,000 sf in size. The smaller lot allowance is generally needed as a result of placing most of the wetland buffers within public outlot. The RLM minimum front Preliminary Subdivision and Rezoning Submittal May 6, 2016 Foxwood — Chanhassen, MN Page 3 of 10 setback of 25' and minimum garage side yard setback of 5' allows for homes to be moved up in the lot allowing for more tree preservation and public land dedication. A summary of required and proposed lot standards criteria for RLM zoning is as follows: Required Proposed Lot Area - Minimum 9,000 SF 11,200 SF Average Lot Area N/A 16,929 SF (0.39 ac) Inc. Lot 5,Blk 5 14,631 SF (0.42 ac) Exc. Lot S,Blk 5 Lot Width – Minimum 50' 81' (1 lot) most lots are 90' see site plan tab.* Lot Depth – Minimum 110' 117.6' Setbacks Front 25' 25' Rear – Principal 25' 25' Side – Garage 5' S' Side – Principal 10' 10' Min. Lot Building Separation 15' 15' Principal Structure to TH 101 - 50' Maximum Impervious Lot Coverage 35% 35% Maximum Principal Structure Height 35' 35' Minimum Right -of -Way Width 60' 60' * Lot width is measured at the front setback. Rezoning Request Justification 1. Consistency with the City of Chanhassen Comprehensive Plan The 2030 land use for the site is Low Density Residential (1.2-4 UPA) which is consistent with the proposed request. Based on the net buildable area, the current land use allows a net lottunit range of 35-118 for the property. The proposed plan density of 46 lots is on the low end of the allowed density range and therefore the rezoning need is not unit count driven. 2. Consistency with Purpose and Intent of Ordinance The City's Zoning Ordinance objective: Sec. 20-641. - Intent. The intent of the "RLM" District is to provide for single-family attached or detached residential development on land guided residential—low or medium density in the city's comprehensive plan with a maximum net density of eight units per acre. The "RLM" District is intended to be used where large areas of upland will be preserved or created as permanent open space to balance the higher hard surface coverage permitted on individual lots. The proposed subdivision is consistent with the objectives set forth in the City's zoning code as 7.07 acres or 16.2% of the development site's upland area is being placed in outlot for permanent preservation as open space. Preliminary Subdivision and Rezoning Submittal May 6, 2016 Foxwood – Chanhassen, MN Page 4 of 10 3. Availability of Infrastructure to Serve the Development The site has access to public right of way and watermain by means of Great Plains Boulevard. Sanitary sewer is available within Lyman Blvd north of the site. 4. Adequate Buffer or Transition Between Incompatible Districts The existing adjacent zoning districts are compatible with the rezoning request. Bluff Creek Overlay District The Bluff Creek Overlay District covers a portion of the site's northern wetland. The City has identified the BCO district limits within the Comprehensive Plan, however, the City's Water Resource Department has provided an updated BCO delineation that more closely follows the wetland edge and desired protection areas. The development plan does not propose any development within the BCO district limits and creates outlots for public dedication including the BCO area within the plat limits. PROPOSED PRELMINARY SUBDIVISION PLAN The applicant's intent is to create a 46 lot single family residential development that is enhanced by the proximity to the public parklands, preservation of natural features and open space, and wetland vistas to the north and south. The development plan is consistent with other single family developments within the City of Chanhassen and is considerate of market demands. The project will include a mix of custom homebuilders to provide a variety of home styles. The following is a brief summary of primary project elements and benefits currently proposed: Primary Site Features • 45 new single family homes and inclusion of the existing Paulson home to remain • Preservation of onsite wetlands and wetland buffers. • Outlots provided over most of the wetland area and Bluff Creek Overlay District area. • Outlots to be provided to the City after final platting. • Wetland buffer creation in accordance with City and Watershed requirements. 99% of proposed wetland buffers within the Wilson property will be placed in public outlots and 100% all will be within outlot or public drainage easement. The buffer proposed within the proposed Lot 5, Block 5 (ex. Paulson residence), will be in drainage easement • Public dedication of 20.86 acres of outlots including 7.07 acres of upland area. Private Drive outlot B is exclude from total. • Dedication of additional Great Plains Boulevard right of way from the 9250 Great Plains Boulevard property. • Public right of way connection to the future Fox Woods Park west of the site. • Removal of the direct driveway access to TH 101 from the 9250 and 9350 Great Plains Boulevard properties. The Private driveway connection that is currently parallel and Preliminary Subdivision and Rezoning Submittal May 6, 2016 Foxwood — Chanhassen, MN Page 5 of 10 within a segment of Great Plains Boulevard right of way will be converted to public trail once the existing homes are reconnected to the proposed street system. • Extension of public right of way including roadway, sanitary sewer, and watermain to the southern property boundary. • Installation of stormwater management facilities to provide volume control, water quality and rate control for runoff from the new roadway surfaces prior to discharging to the existing wetlands. • Enhanced development landscaping including buffer planting along Great Plains Boulevard. Public Land Dedication Gross Acreage 43.549 acres Outlot Area (Excludes Private Drive Outlot B) 20.855 acres (47.9% of site) Right of Way Dedication 4.680 acres (10.7%) Total Public Land Dedication 25.535 acres (58.6%) Upland Area of Outlots 7.068 acres (16.2%) Site Access and Pedestrian Circulation The development site has limited access to existing public right of way. The only available connection is to Great Plains Boulevard in the northwest site corner where a road access has been recently reconstructed to the Wilson Nursery property opposite the Bandimore Park entrance. The proposed development will create roadway connection (Road A) to Great Plains Blvd. in alignment with the Bandimore Park entrance. Road A will then extend through the site to the southern extent of the Wilson Nursery property. The Road A alignment from Great Plains Blvd south through the site is consistent with the City's transportation plan for the area. The development will also include three cul-de-sacs extending off the proposed Road A. Direct driveway access is proposed off of all the proposed public roads. The development proposes to construct a new private driveway access to the 9250 and 9350 Great Plains Boulevard properties allowing for removal of their direct driveway connections to Great Plains Boulevard. The new 20' wide private driveway connection will be to the internal road network via Road A and will be within a 30' wide outlot (`B"). The proposed internal road network will also provide public roadway access to the City's future Fox Woods Park located to the west of the Wilson Nursery property. A public sidewalk system is proposed within the development in accordance to requests from the City's Park's Department. A sidewalk is proposed along Road A from Great Plains Boulevard to the southern property limits. Sidewalks are proposed along the two westerly cul-de-sacs (Roads D and E). The City has requested two public trails connections to the Fox Woods Park, a connection is shown from both the Road D and E cul-de-sacs. The trail connections will be within proposed outlots that will be dedicated to the City. The City has future plans to create another trail connection in the southern vicinity of the proposed development. The trail location has not been confirmed yet and may be best situated on the property to the south where the existing topography Preliminary Subdivision and Rezoning Submittal May 6. 2016 Foxwood — Chanhassen, MN Page 6 of 10 is not as significant. Outlots are proposed to contain wetlands and wetland buffers on the south end of the site providing a corridor for a trail if the City so chooses. At the City request the plan includes a trail extension along the west side of the Great Plains Boulevard to northern project limits. It should be noted the existing grades along the west side of Great Plains Boulevard along the wetland are very steep and a retaining wall is necessary to construct a trail. There are also several utilities in the right of way on the west side of Great Plans Blvd. adding further complication. The City may want to consider if a trail is desired in this location as there is a trail on the east side of Great Plains Boulevard. Grading and Tonograph The site has been designed to fit within the existing natural features and topography. Mass grading will be required to construct the public roadways, house pads, and stormwater management areas. Some small retaining walls are necessary to construct the future home sites, however, they are designed to stay within individual lots with no cross lot walls needed and thus will be the responsibility of the future lot owners. Since the retaining walls are contained within individual lots they will be built as needed with the home construction. The mass grading activities do require removal of several onsite trees, however, there are significant tree savings within proposed outlot areas and along the site's perimeter. The grading plan proposed little to no grading within proposed wetland buffers and existing steeper slope areas. Per City requirement all proposed graded slopes will not exceed 3 horizontal to 1 vertical. Sanitary Sewer and Watermain Public sanitary sewer is currently not abutting the project's boundary. The City has future plans to extend public tnmk sewer from the south to service the property. The timeline of when the sewer will be available via the south is undetermined at this time. There is existing gravity sewer available in Lyman Boulevard north of the property. The plan proposes to construct a lift station in the southern limits of the project that will discharge to the north to the Lyman gravity sewer. The lift station will be considered temporary as it would remain inplace only until the time when the future trunk gravity sanitary sewer is extended from the south. The lift station is proposed in the southern extent of the project and situated so that the future trunk can easily connect to the proposed gravity sewer of the development plan. The lift station will discharge northerly via a 4" forcemain within proposed right of way within the site and along the right of way of Great Plains and Lyman Boulevards. The site will connect to public watermain in Great Plains Boulevard. An 8" diameter trunk watermain will be extended westerly into the development and southerly to the southern limits of the development. Public sanitary sewer and watermain will be extended to the northern limits of the 9250 and 9350 Great Plains Boulevard properties. It will the existing property owner's responsibility/choice to make connection to the public water main. Preliminary Subdivision and Rezoning Submittal May 6. 2016 Foxwood — Chanhassen, MN Page 7 of 10 Stormwater Management The development is located within the Riley Purgatory Bluff Creek Watershed District and so is required to provide stormwater management in accordnance with RPBCWD and City regulations. The proposed development's stormwater management plan does provide the required volume control, water quality, and peak rate control. The development will provide stormwater management via two infiltration basins and a detention pond. The development is also providing permanent preservation of upland area within outlots. Runoff to infiltration areas from the proposed roadways will be captured and pretreated in a sump manholes and forebays prior to discharging into the basins. The infiltration abstraction proposed is equivalent to 1.1" of runoff over the proposed impervious surface. The basins and pond will also provide the required water quality and rate control of stormwater prior to discharging to the downstream wetlands. Wetland Management The site's wetlands were delineated by Kjolhaug Environmental Services (KES) during 2 separate reviews. KES delineated the wetlands on the Wilson property in Fall 2015 with minor outstanding items to address and are currently conducting the delineation review of the Paulson property. The Paulson property delineation is ongoing and yet to be reviewed, confirmed, and finalized by the LGU's. As noted above, the properties do contain several wetlands including five wetlands (1, 2, 3, 4, 4a) on the Wilson property and at this time four potential wetlands (1p, 2p, 3p, and 4p) have been identified on the Paulson property. The City currently has classifications established for wetlands 1, 3, 4, 1p, and 4p. A MnRAM analysis is being performed with the Paulson delineation to determine classifications of the wetlands not currently classified by the City. The City of Chanhassen and Riley Purgatory Bluff Creek Watershed District have subtle differences in wetland classification labels and in regards to wetland buffers requirements. The following is a summary of the buffer requirements for the proiect. Local Governmental Unit City of Chanhassen Riley Purgatory Bluff Creek Watershed District Wetland Classification Buffer Strip Requirement Principal Structure Setback to Buffer Accessory Structure Setback to Buffer Wetland Classification Average Buffer Width Required Min. Buffer Width Required OUTSTANDING 50 50 50 N/A PRESERVE 40 40 20 EXCEPTIONAL 80 40 MANAGE 1 25 30 15 HIGH 60 30 MANAGE 2 20 3015 MEDIUM 40 20 MANAGE 3 16.5 t 30 15 LOW 1 20 10 The development plan assumes the most conservative buffer application as defined above by proposing buffers in compliance with RPBCWD with the structure buffer setback in accordance with the City rules. In general this results in a combined buffer and buffer setback that slightly exceeds the City's standalone requirement. The following is a summary of the proposed wetland buffers: Preliminary Subdivision and Rezoning Submittal May 6, 2016 Foxwood — Chanhassen, MN Page 8 of 10 Wetland Area° Class. (per City) Wetland Perimeter Buffer Area Minimum Buffer Width Average Buffer Provided 1 367,654 SF MANAGE 1 1,555 LF 94,776 SF 30' 60.9' 2 6,840 SF MANAGE lZ 405 LF 24,317 SF 30' 60.0' 3 3,137 SF MANAGE 2 310 LF 12,422 SFS 20' 40.1' 4 187,925 SF MANAGE 2 969 LF 39,028 SF 30' 40.3' 4a' 2,837 SF MANAGE 2 - - - 1 ; 2 ' 3p3 MANAGE 1 MANAGE iZ MANAGE 3 236 LF 89 LF 119 LF 26,675 S176 16.5' — 30'er Class P 60.1' 4p MANAGE 2 334 LF 14,993 SF 20' 44.9' Total 212,211 SF Notes: 1) A partial impact is proposed to wetland 4a to construct public roadway extension to property to the south. The remaining wetland 4a will be encompassed within proposed wetland buffer of wetland 4. 2) Wetland classification is assumed as MnRAM determination is not complete. 3) Due to proximity of Wetlands Ip, 2p, and 3p, the buffer calculation was done compositely. 4) Wetlands for the Paulson property (Ip, 2p, 3p, and 4p) have not been confirmed so are areas are not listed. 5) 1,485 SF of the wetland 3 buffer is within drainage and utility easement within proposed Lots 1, 2 of Block 4 and not within outlot. 6) 23,815 SF of the wetland Ip, 2p, 3p buffer is covered by drainage easement within proposed Lots 5 of Block 5 and not within outlot. The development plan does require a minor impact to 1 of the 9 onsite wetlands. A small wetland impact of 1,841 SF is proposed to wetland 4a to construct the public roadway connection to the property south the development site. The roadway alignment option is limited to the narrow piece of upland between wetland 3 and 4 and can avoid impacts to those wetlands, however, the partial impact to wetland 4a is unavoidable. It is assumed the wetland mitigation will be done offsite or through purchasing wetland banking credits. Tree Preservation The estimated baseline tree canopy coverage for the existing site is 58% of the net area (excluding wetland areas). Per the City code, low density residential is then allowed to remove to a limit of 35% tree canopy prior to requirement of mitigation. The development plan proposes to maintain tree canopy coverage of 27% and thus a tree replacement of 121 trees is required. A total of 124 trees are proposed to be replanted per City regulations. A wooded slope area in the northwest corner of the development has been identified by the City to be in the Bluff Creek Overlay District. Public outlots are proposed to include the defined Bluff Creek Overlay District within the site for permanent open space preservation. Landscanine The landscape plan for the project includes boulevard trees, mitigation reforestation and buffer yard plantings. City ordinance requires provision of 1 tree per lot and these will be installed by the future homebuilder as homes are built. The required mitigation trees have been proposed Preliminary Subdivision and Rezoning Submittal May 6, 2016 Foxwood — Chanhassen, MN Page 9 of 10 within individual lots throughout the development and will also be installed by the homebuilder when the homes are constructed. Great Plains Boulevard is defined as a collector road and requires buffer yard `B" plantings along the frontage of proposed Lot 1, Block 6. The enhanced buffer yard landscaping includes shrub and ornamental tree plantings. Additional landscape plantings are also proposed along the Outlot A /Great Plains Blvd frontage to create a vegetated development buffer to Great Plains Blvd. The proposed single family yards will be vegetated with typical residential turf grass, disturbed outlot areas with native seed mix, and pond and infiltration basins with appropriate seed mixes. TIMING/PHASING If the City approves the preliminary subdivision and rezoning request, it is the Applicant's desire to proceed immediately with application for final plat review in hopes for possible construction in Summer/Fall 2016. CONCLUSION The applicant respectfully concludes that the request for a rezoning and preliminary subdivision approval will allow for a development consistent with City Goals and Objectives for this area. The proposed development will create a single family subdivision that; meets density goals of the area, is consistent with the adjacent land uses, provides preservation of permanent open space, and extends public utilities and right of way. Preliminary Subdivision and Rezoning Submittal May 6, 2016 Foxwood — Chanhassen, MN Page 10 of 10 v FOXWOOD CHANHASSEN, MINNESOTA 0 50 100 200 Ea4e VICINITY MAY NOT TO SCALE -._.- .IRCT LnCATION SHEET INDEX NO. COVER SHEET I EXISTING CONDITIONS SURVEY 2-3 PRELIMINARY PLAT 4-6 SITE PLAN 7-9 GRADING AND DRAINAGE PLAN 10-12 GRADING PROFILES 13 EROSION AND SEDIMENT CONTROL PLAN 14-16 EROSION AND SEDIMENT CONTROL NOTES AND DETAILS 17 UTILITY PLAN 1&20 UTILITY SCHEDULES 21 WETLAND MANAGEMENT PLAN 22 TREE CANOPY COVERAGE PLAN 23 TREE INVENTORY AND PRESERVATION PLAN 24-28 LANDSCAPE AND REFORESTATION PLAN 29-31 LANDSCAPE DETAILS 32 DEVELOPER PROVIDENCE 55, LLC 1000 BOONE AVENUE NORTH SUITE 400 GOLDEN VALLEY, MN 55427 PH: 763-432-4500 CONTACT: BILL COFFMAN EM: bilicoffm @cbbumet.com CONSULTANT ALLIANT ENGINEERING, INC 233 PARK AVENUE SOUTH SUITE 300 MINNEAPOLIS, MN 55415 PH: 612-758-3080 FX: 612-758-3099 40"J lA0 MARK RAUSCH LICENSE NO. 43480 EM: mmattb@alliant-inc-wrn SURVEYOR DENNIS B. OLMSTEAD LICENSE NO. 18425 N EM: doimstead@alliant-ino.com LANDSCAPE ARCHITECT MALEAH MILLER LICENSE NO. 19507 EM: mmilier@alliant-inc.com 1'1^� RECEN�ASJEN ICED MAY 0 6 ZU16 G N AN H RSSEN P�'N N1N� �F �'� VIEW �O\N`(V R i GONYEA HOMES & REMODELINGS 1000 BOONE AVE N. SURE 400 GOLDEN VALLEY, MN 55127 OFFICE'. 76314 4500 FA%'. 7614324501 a ALLIANT 233 Park Ave S, Ste 300 Minneapolis, MN 55415 612.758.3080 Ew+ 612.758.3089 F,ix Y .alliant-inc.com n...er ..nlrr 11.1 1H. Thio Lysed.. Iyn, o nyotl p—cl 5r e. d Ih.1mr .m - vuw' " on nne mer emy D P ENMEER uU1,111m6 Id.. &MSNI..l MMMOA uux IVA51il. we pow . Fa DUM ASSURANCE/CWTROL wr". DATE ISSUE pE51Exn1: Wit p4n[ Eu MAU MO'. 31}-0119 1 as 1 of 32 J Q r lL M N O O�� X O W Jo Q � mo g� a < w oz fa my qN J � Q W¢ d W W fn x W O U n...er ..nlrr 11.1 1H. Thio Lysed.. Iyn, o nyotl p—cl 5r e. d Ih.1mr .m - vuw' " on nne mer emy D P ENMEER uU1,111m6 Id.. &MSNI..l MMMOA uux IVA51il. we pow . Fa DUM ASSURANCE/CWTROL wr". 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SUI / 1 CI GOLDEN VALLEY, MN 55427 Cc OFFICE -763-432-0500 �.. j - FA%: 7614324501 �y .-7 .-- :gym �,• .Y�N.aN.w�xP�NP �X ----DND-^ w _ —" EMERGENCY Dvtr+FLo j ( O -YC giw� 4.4,.., REINFORCE WTI ME SF OF �'". m REINFORCEMENT MAT, I , ALLIANT PRE -CONSTRUCTION ARY 1 P 233 Park Ave S, Ste 300 I POND 70 13E I - ` SEDIMENT BASINN WRING WRING C / SILT FENCE (TMP) Minneapolis, MN 65916 T SEDIMECONTRNT TO CTI -ACCUMULATED 612.756.300 14vX NT 10 BE REMOVED SEOINE PRIOR TO FINAL GRADING. 612.756.3089 EAX �a-va THE POND SIDE SLOPES 91&_i'•, 1 '�� \ ��.I- �i4" BE STABILIZED WIMN 7 DAYS WWY/.alhan4lnc.COm FOLLOWNG CONSTRUCTION. -- _ - z POST CO)B1RIlCT10N _ a, EO J SILT PENCE (TW) INLET PROTECTON - d O cc z •'�h��ll ) - l._ C _ - O 7_ _ TEMPORARY ROCK _ CONSTRUCTON ENTRANCE CO 1- J(PER CHANHASSEN DETNL) n CO z Lu it Lu L0 Q Q RR , I f LL m FT a W . n•, j{(�y�' _ - r/ - -> , ' / TO RESTRICT WATER wTo I T \ ) a _ . k r �I I nwr c.mn Not m;a pun e �a«. xn "�� i ( ._V /' ED6ET�AlIOp 5B 6TABUlN19�lFD. - - _ < \V iii pqE I I' / I I, w� ,.a y.narad . me ,d,, - �J_ o Y _ O s:.` I S.' 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MN 55021 a I ` - tiE t q ♦ O \` F OFFICE: 753d02i f f. 1 `—T_ !� \ ^�► �i �.I \ R• Z 111 1 (ap` 1�.1' FAA:1 KN 1501 0 25 50 100 \. L_ .rua V, \ \• t \ t \\ /�,,••0 ,�Fl /[Tram I 01 SO([yy�}y�� � SCALE® \\ V \ f•�` 9'.� \\> —)- \ ` ► , ' C �) % \.Q' N �bf .tom 1 t 0 V7,6 _ ' --\ i 7 •\'\'\� \ iy ��'\ r \` T\ \\. _,'�' ALLIANT \.\ ♦\` \�\ � '-` I - \ _ \ + •\ �' �\ � \� ' �,)}-� i,/•., ri ! ' 1. 233 Park Ave S, Ste 300 Minneapolis. MN 55415 612.758.3000 me. J / t 612.758.3099 Fwr CR � C ►\�\\,.'\ ~�' �•-- - ,'1\\: V.` `\ I\� \ A� \ - - .` � ���c \9 � � ��I• // /s Q• www.alliant-Ix.com G PROTECT DURING \., tV\ •. \ _ , / / ♦ \ \ \\ /! ► _� X 1 A-- min ' ' J• Sa T GRADING Z. m N ' Z g O A {\ w APINRFOILPTORSAETDIOY WO 0 T WATER ROINLT1D ♦ \ �i \ f \\\ t > \ E moiI I ZN BASIN UNTIL S' £ IS ESTABLISHED. I�Ii I. ♦ ♦ / 1 1I�C 1 j .] D ,w/_i l l l -I. 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' W 1s _ rfw.vn Ec fNv sav ro I ; � `I I � ` --1 2 + !.- �/. 14. 4 ``11 G -JI�- rFES 19 - - - - - !T - i t'' I A • I _ NA>LHI r� �' J W/ 6' C.V. 7 ( L ----------- RW L q J .% � � ." .•. .. .' i 3j\\I \( � 11 iCBMH 16 MH 13 3 G z+00 .. .. !^��\ i al \Y t+oo �! - 00 o SAN MH :uY &v._CB to y - - R ! �" \ ___ _ \� IleMH 24 (� 10 jl � RR 11 1 v�l! r I r � C4 11 11 u. _I ! 11 rI 24 1 MH 23 14 am.35- i \�SMiHH Ifi /) I 2 - IF E ISSMYQNALLY fitN'if:: ' IF NECESSARY TO AV(ND 9AA11UTI[I CONFLICTS MID HL!] � 0IY OISTUROAr,G_. 17 I 9 nNl tY� H <� _ \ \ e' Pvc c900 �w W- Y x sANITANY i ��� I I W MH 18 . I 13 O 1 11BLOCK6ji ji i I I � Izc pp tSCEMN \)- f ------�-------L3 J 'E C I - - - -+WET. 1P. LEGEND: .} T� PRorosm SWOMI SEWER --� - � � �1 > _W F '�--w--�— PROPOSED SWrtIRY SEWER FORCFYNN L ��,[ B 20 . L . . . . '� . . i- I—I—I— PROPOSED WAlER1INN c,Ul/IL�TF a;! I ... - - ._ ■ PIW)POsm CKTCH BASIN ,• W. 3 i--___ g� • PROPOSED GATE V wNNOIE I. . �K/ - PROPOSED GATE VALVE PROPOSED HYDRANT EXISTING GATE V&W ' l EXISTING HYDRANT I / - EXISTING WATERMAN 1r j I -T_ I 1 I I 1 BLOCK 5 I I IXIS NG CATCH BASIN FOP \vj1 O10 I IG � 5 I EXISTING TOR. SL.ER� y FOl OONSjp,U EXISTING IfAAY MANHOLE C OS O EXISTING SANUmnAFt SEWER N wETIAND uuns GONYE:A HOMES & REMODELINGS 1000 BOONEAVE N, SUITE 100 GOIDEN VALLEY. MN 55,127 OFFICE: 763432 FM 763432) 1 ALLIANT 233 Park Ave S. Ste 300 Minneapolis, MN 55415 612.758.3060 m. 612.756.3099 . w..alliant-inc. conn � M II n V) W J m N a W ii } m \`-4" SANITARY 5EAER' . FORGEMAIN. �� Oz ~ LU Q ^Z mH LL mu IL 7 I 2 - IF E ISSMYQNALLY fitN'if:: ' IF NECESSARY TO AV(ND 9AA11UTI[I CONFLICTS MID HL!] � 0IY OISTUROAr,G_. 17 I 9 nNl tY� H <� _ \ \ e' Pvc c900 �w W- Y x sANITANY i ��� I I W MH 18 . I 13 O 1 11BLOCK6ji ji i I I � Izc pp tSCEMN \)- f ------�-------L3 J 'E C I - - - -+WET. 1P. LEGEND: .} T� PRorosm SWOMI SEWER --� - � � �1 > _W F '�--w--�— PROPOSED SWrtIRY SEWER FORCFYNN L ��,[ B 20 . L . . . . '� . . i- I—I—I— PROPOSED WAlER1INN c,Ul/IL�TF a;! I ... - - ._ ■ PIW)POsm CKTCH BASIN ,• W. 3 i--___ g� • PROPOSED GATE V wNNOIE I. . �K/ - PROPOSED GATE VALVE PROPOSED HYDRANT EXISTING GATE V&W ' l EXISTING HYDRANT I / - EXISTING WATERMAN 1r j I -T_ I 1 I I 1 BLOCK 5 I I IXIS NG CATCH BASIN FOP \vj1 O10 I IG � 5 I EXISTING TOR. SL.ER� y FOl OONSjp,U EXISTING IfAAY MANHOLE C OS O EXISTING SANUmnAFt SEWER N wETIAND uuns GONYE:A HOMES & REMODELINGS 1000 BOONEAVE N, SUITE 100 GOIDEN VALLEY. MN 55,127 OFFICE: 763432 FM 763432) 1 ALLIANT 233 Park Ave S. Ste 300 Minneapolis, MN 55415 612.758.3060 m. 612.756.3099 . w..alliant-inc. conn 06WNEA: I.. NMWx: Eu PROJftI MP. 213-0119 9WET 19 19 2 FJ F M n V) J m N a W ii } S� Z a a O 2F Z a �� Oz ~ LU Q ^Z mH LL mu IL 7 I x ' ...f, id Rum m" p..rv..n., rv'd a a e . e.. [,..p.n Lon .na M.1 Ir .,m a.Iy u....w PROIESSbNY V%l.EER .na., MINNE3(It.. Y/.KK MURX. R W1. lkws. X.. oUAUTT ASSURANCE/CONTROL 06WNEA: I.. NMWx: Eu PROJftI MP. 213-0119 9WET 19 19 2 Ilk 0 6 GONYEA 2 -1 HOMES & REMODELINGS L I 0. 0 JSeS BOONE AVE N. SUITE 4W GOUIDEN V�EY, MN 554V z OIEFICE: T61 -432A5)0 4+00 A FM: 763�1324501 0 25 50 100 N > SCALE IN IEEET N z ALLIANT ........... 233 Park Ave S, Sle 3DO A A Minneapolis, MN 55415 9 . . . 612.75&3D80 1., 612.758.3099 /6- �.alliant-lnc.corn - -- - - - - - - - 0 c > -4 f - z 0 z dy Wt > -j L -JI F E 0 In z z rQ4 0 z IL 0 -j W 0 40 4F w cc [L 01 1 LL L Il� Alullf, me 0 day. �Ww'dyyv, L ZI Z - by - - — - - - - - - - - - L �Fmn -d ty.t I duly — PW SSIONAL "GINEEH 1�r --1111L-� L - - - - - - - - - - - - - I'LL .�A - - — - - - - 'd ANIK RAJ9>l. FE t I I'du Zd 0 QUAUTY ASSURAKE/0014TROL LEGEND: at ly PROPOSED �Oaid Sell pl��Sw SAMITARI, PEO�SX` SAMITAfff SEMILIt P�POSM M�N 4': M. . . . . . . PC M CATCH BASIN :E r- \� - - P 6 - \ - 0 1 . . P - . * d , . , P=w SANITARY limummaj: m 0 ;A- - m m PROPGSW GATE VAUVE c PROPOSED [DOWNG GAn VXW z Ln m r EXISTNG �RANT 0 EXI"NG WATERMAIN OtIVI( PROJEff TE1111,1 DATA M"NG CATCH E14SUI 13 OUSKINCII, 0" Vk M.; at I 'v EaSSW SFOFh! MANHOLE IL MINUM W. 19 A ?L\30 I -E C, EUSENG SA1*T=NH01-E 0 1 —frr C;O,As 2 f. "ISTING SAAITAJ� S�R VP�vo R Umus t%O'T 20 20032 STORM SEWER SCHEDULE: MW03 FROM TO P. DIA. D11F17 P SLOPE SFrIFTI P TYPE PIPE uNOIp(FTI FROM INVERT TO INVERT RIM i]EV STR TYPE GST TYPE BUILD F11 0301 FES" 12 00YO RCP 759 %M30 90400 9".50 P 71w 310 MITI -LET AI'ATAN A am X38 0491 WAO MM61 b 1171 51R -DPW MI3 MIT Wee F815 15 00100 RCP 321 90100 900.66 %T31 48 71,0342 331 (IOM, '125 MA% xtS 91 "M b IAO 9lli-l6pN: X15 M14 6 Q=) LB 10 CHMH11 12 00110 HDPE 1196 911.8) 910b 915.50 v R4342 370 OWRII LBMH12 18 0050 RCP 310 %F)w 9090 914.23 48 71-306/-V 4.25 LBMH 12 OSMH15 24 GAOL RLP 141.7 909.33 908'/6 9140 M R -306'1-V 490 0313 avei 18 aura R(P %a 905.43 90511 90963 20 R -Y V 437 03M1114 LBMH 15 18 0013M Rco 662 %an 905" 91209 48 R -3081-V 6.6 (SMIi 15 LBMH 18 M a"36 ROP 3185 905." 90418 915.&5 60 R -306}V I118 0316 couNi 12 QQXO RLP 112 90&84 90&6) 91250 20 R -306T -V 3To CBMH17 C(A1H1& 12 a050 RLP 1010 9WT1 9".% 91283 48 R -3o67 -V 426 CRMH 18 FES19 27 O.00W RLP 55.3 WIT 90400 914.85 W RJ06T-V 1068 A ROMD My AAM 6859 91LLE % ILII MRd5m MN 16 M.R A CH" L 21 15 00050 RCP X19 91205 911.6 916.00 27 R410 3.95 (BMH21 ®MR 22 IS QWfiO RLP 105.& 91170 911.06 917.-!8 48 R-3WT-V QOB ®X1122 LBMH2T 15 OOWO RCP 310 91Q96 91071 91632 48 R306 -V 536 CUM 23 MHM 15 aW93 HDPE 1401 91Q46 Sei 91633 48 R-306" 387 MH 24 FESS M 40025 RLP 23.1 895.5 89500 906!00 48 RAW 694 031 0 CEMFl 31 12 00050 RLP 31.7 918.39 91&23 921.5 w R-30577 3'IO LENIN 31 LSMHu 12 0.0050 RCP 149.9 91&13 91738 92225 48 I R -3067-V 412 0932 CSMH 33 12 000X3 RCP 31.1 %1.11 92095 9.X96 2x3 8357-V 3)0 CBMlH 33 LBMHM 12 00100 RLP 496 ROM WOM b 46 R -30&-V 4" CHM11M ®MHM 15 0.0050 RCP %a 91713 91685 48 R306'FV T6 (3141135 QMH 36 18 00220 RLP 51.8 916)5 91561 r91&45 a R -3067-V 637 03X936 CBMR 38 IS Q0250 RLP INA 91551 91229 60 R.3067 -V 474 Gen. LBMH 3'18 12 0"20 HDPE 25.0 91530 91475 P R4342 3.70 CBMH 376 CBMH 18 12 QaQ0 RCP 90.4 914.65 91266 48 R -LWT -V 38O ceMIIJS C3MH39 is aim HDPE INS 91219 89&21 91&45 48 I R -07-V 626 FES 4D 24 00025 RLP 271 895." &9500 9045 48 RI642 &93 M41 M QOD50 RCP2936 892X1 ®135 &9580 21 R-0 330 R�39 (1,09151 15 00053 HDPE 3&7 9110 911.76 916.5 27 R410 395 (3X1152 15 auMo RCP 408 911.'6 911.55 916% B R305 -V 474 CBM is 15 Q01W RCP 37,4 91145 911.08 91680 48 R-3 V 535 ORAW 53 LBASNM 15 Q550 HDPE 1643 910% &91.01 91695 48 R -3067-V 597 03X954 W55 Is QQ500 MPE 624 89676 89165 901,00 48 R4M2 424 MH55 FFSM 24 amts RCP 25.4 6IW 61,00 89&50 60 SAW 7" 0300 CB F161 12 Q0050 RLP 31.0 89212 61.91 89532 430 R -351-V 310 LB681161 C vAi 15 QQQL RCP 1"T 61.71 61.33 6532 d8 R -3067-V 3.56 CB62 OBMFIQ CBAI10 FES 64 15 21 a.W5O 00040 RCP RLP 31.0 1 425 89432 1 61.17 60.17 6I,00 6&27 89&27 20 " R -3067-V R -357-V 3.95 710 FFSA MR'U IS 00050 RLP 403 &925 61.80 HA NA NA NA ®)1 MHR IS QW50 HDPE 35.1 88&5 86782 61.6 4N RINQ 3.80 AIH 72 FFS73 15 00053 RLP W..T 8&451 wal 6500 48 R-IM2 IQ50 SANITARY SEWER SCHEDULE: MH FROM yH TO plpE O.D. PIPE SLOPE PIPE LENGTH INVERT FROM INVERT TO RIMELEV STRUCTURE SUE MANHOLE BUILD PIPETYPE Mx 1-urr STAT&N uvl suYII)1 CONNIXLys NAO wx SOAW W.ke NA 130 50t -}Spic MLT MITI -LET AI'ATAN A am X38 0491 WAO MM61 b 1171 51R -DPW MI3 MIT A LLW91 053 M1M 05N M4.02 b NSI SR -D RC MHJ MH3 8 (IOM, '125 MA% xtS 91 "M b IAO 9lli-l6pN: X15 M14 6 Q=) 968 630 ®1.06 91651 b DSI SR36PW MH6 MNS 8 OWSI IN5 61.67 63.10 9]±69 Jtl AVI SI3A mmB MH3 MH6 R O"Re ..4 1 M32 103,72 9➢13 JA A01 51N-IAmW 3'138 MI] A ROl6 006 63,01 61.37 9186 b DTI Stl-MPC MH9 MNA i 0. iwo 6391 6513 916x{ YI 4371 SIN -Mm MH10 MH9 i OIDYJ 1396 6631 N601 91551 JB M6 mw -mi Mill MDM 8 OW6 3M6 X01 6681 91435 a IW SR -DRC MH 12 MH11 A RMII 65 65..55 MH 917M b 1171 f1w.b PW MH O MH IT 8 OIMHO 1M.tl MM .65 915N b IS* MR351'W MIN Mlll 9 On1ID 363 M41 MI1 95315 a M% SDRd5PW MHI$ MHN A ROMD My AAM 6859 91LLE % ILII MRd5m MN 16 M.R A OJMO IIA9 61ID s7.1 919. b RD MR-35PN: W17 X116 8 OI1810 9U 9123] SOLA 915'43 b 1336 SR-DPC MHI.M A rtbV9I JH3 971 Al .162 WTLW b 395 MR-26P1C MH I9 R OM:I 05 .305 .277 My b DD MR-MYSC MIM 8 000. 3.U.0 9X31 96.15 %k% b IDX SOIt-M PrC MH 21 R X091 1612 .513 .5.41 91771 JA 12. MR -3503C MHIIA .r0o W6 9 n 91533 VS. itl 1512 MRDP.0 MIDt 0[0. A.9 .3ID Man 91ib iA ID39 006,4*m MNLA r=e 416 .333 X8.13 9.X96 4A 1763 MR -35 TC MID MIL A QAW3 090 WA 96.43 917X1 b UL SR-DPtC OKY'V FOP \MSN P�v PREF C;&S4 GONYEA HOMES 6 REMODELINGS 1000 SOONE AVE N. SUITE 400 GOLDEN VALLEY. MN 55427 OFFICE: 7614324500 FAX )614324501 ALLIANT 233 Park Ave S, Ste 300 Minneapolis, MN 55415 612.756.3080 Mux 612.756.3099 Ful www.alliant-inc.com n 143 ' h O` J ~ W� W ut z zz 5� a O aW 0 WN lC x X oz 0 �< LL01 U n...e7 a.reb .P..Inaaxon. or Eine euperry o. Im dmF Uw1 PPOfESS10NLL V NINNESOT.S J Q m LA J < (I.I J a � W cc cZ (n C F J J W a nm W.pan .even . nd" my ne mm ..d GINEER under Stale of YNR 931467. PE Col. Uuu. No. OUAUTY ASSURANCE/CONTROL N 013E DATE ISSUE IIFR001Ep YAS ONA9A6 D< WOAII MR 713-0119 21 SHUT 21 of 32 4 TSl' a l -I < y ! GONYEA HOMES 8 REMODELINGS ,l 10DD600NEAVEN,SUITE400 GOLDEN VALLEY. AIN 55427 OFFICE: 7834324500 cr:ii�'r / _ R ... FAX 7634324501 1 '1100Ems' �]eRym�Cvnusxvm e.. ,,, i J yy O I♦* P 1 -� 9� .II ALLIANT '� • ' J f ' / - - ' ' a/ \ • _ . / 233 Park Ave S. Ste 300 O�� 4 'i'� \� 1' •9' ^* 1A"4��♦ O Minneapolis MN 55475 � / / 612.758.3080 rwN him 1 r < f 612.756.3099 Em JoI / www.alllant-inucom :S -`� OUTLOTA —_ - f ' O a iCUTLOTA ffi WETLAND —' ♦sl / <�.T 1 (10-214w) ��� ffi z 1] I� rte,: nun�ic o'"�'.•�sv..m rok 6 1 / - — __- _J. \`" (•. I _ Q. 140 - PO1 U —P x v <' / � is ' !� C 1. > < w ' ` - �g�� ^ m a �M n -4+ 0 - +— -314=-�] 2+00_ 1 N ° < /__Jg �, _ i § �� J o=- -1 RO i --_I 0 ocoo - ,.. N F z ' AO A 00 ''f1 } y]= O O G w g,'6r "sae 5 E ' i ♦ 1 'am Res ' �� \� ? �t ` - Ti' _ i .S \\ 3 7 i 1] I - O r i Z 7 O WN Z -���' i i O w`Tryia]sxtl / �., y. -Y i //'t l \ m-♦ \�-- ,r I i € I/ KVI 0 voia w W % v. ♦I�'/'� - �® I.-% m/. / \ �\\ I-° '"✓'y� 1 1� _1. -1�.. �I __. I IOL mU a �F wTxror mm rl vm° 10 ,/? - A .N" r / 1 I 1Iv+m #".. -I� Y.} i1 -z:n I� ` ; I ro...n� o.. or un . _° �'O -. �' ( 7t -� a � r _ 9' v ` �• ' �•� I --a�O 'O ds.ISXR :p„I Nx is �, ��_. PT.d or m, .e.°ror �! '� '" - - ♦ate Oa,.�� - - - - - - T _ N �° _ Q.. g _ - elan 1.1, m.n....e mm 1 +� i ��, a« 1 i" " �.. ♦ \� �,�` ,arms b= '�.. .".n /( °`" i� ->e3 L.:se -I-__.�-i E PNUiE5510MAL ENWKEER une.. M. k.. °r M. 51a1. er -10I —JI " % YINNFSOEA '^� O WIC� ' ®4 • 27' �?1"A ' b® .- ar , vV� 'Y _- ' �� it .. ffiam \\ � ♦����, 1 t 1 , / oeN u.n.. x.. .� ffiIt ffiv' \ ® <�. ♦- O • 1 I i 'r i 4 fi� .� ♦♦!..(".�� 1 I, r '' �', OIJANTI' AssunANec/DONTROL - 16 m / ��, y ET. j- —{�/oom a- F - _ _ ♦ . , ; ..>bk-�gg7i-.jI LEGEND a>E IssuEwrz r I- __-' ,. / aro � .�/ � �.� I♦. ,]1yE- , r L '1 ,no- ♦ 1 _ s -s -]e arc arrtrK �'I wF -' - _ _ - �.: ' I. I _ _.:.r-' Im fes. 1 r �♦ !_'' zw,uemuy..a - - r - �^/ `\ 1 - i I N ®� I r L ♦�_ _-f I' G; z]as.w ,pro 12 + l \ ♦ . w�. ° 4, / ♦. 1 �' • TenoTm ;"� I OUTI�TFI_ •g I 1 . y - �1'-_ v ♦ _ --- Tool I TErnm zwa r nw 1� 15 1 O`_9I'e1 ' 3P j-�rt-7�iif• ri ♦ a.y -Z C>;``$ zID'- - ffi �. oma- 7- .._. lr�Q•' �'a �'� N Nt, r _ + >v / PROJECT TEAM DATA / >s j vk REN wA �� Nc .: o: uwl 1 - JF-- r- 1 i '�l i� '' ;L. � y- @. _q -r� 'i/�{��� I��p 1 it i F° �`" CjVON oRAwx: is Om , j,.—i ' �/ �dycA, �I- �'9 1-t airy y OL��1\!3k' I.�i yt '�iR=1 lo.1ECT N.: V5-011. /�. ♦ -iIp „/;Li�/// .` ve44,J�. / Y �♦ r,n.3' ♦.r �,1 O S F G O IT°TvC '�6' ..\ ' S /� a /` Ate" J� / ® , Y 1 h..\` i { } a,.z ` NO OP m Ix'° Ew+=A cv .� . , \ r6\ m. a' 0 25 10025 WET 1 I 1 roLAND 2,-/ l I.' ♦^__-I 50 ' -' i �]` ud.��_ �� Y,. iziaa ffi / / :, 'I 1 I.1•- i ♦I SCALE IN FEET �. �. .'� ii 4 ^,nor �-1 ,l `. . �1 /r■ ♦, �1m �IsNErr 25 of 32 O-�p �O O�Mb Inlik _n O 11,2071 No A Ce GONYEA S 1r fd ♦ ' P F\ HOMES & REMODELINGS 1000 BOONE AVE N. SUITE 400 6 ; . 1 _ - x & \ A O\ ��` /' _ _ �\ u.. ♦' ` i.r N 1 -1 �TV \. Q GOLDEN VALLEY, MN 55427 1 - c y \ ♦ p \ O ) I "f•✓ 'rV1A/\im OFF ILE:7BAd32� ♦ 1 ^-r- �' �" — 00, _ i, \ 'N yC ■( Z ti I _ Ip < FM 763 324501 \; L. _ ,.7A 1 r �\ R X ++ ��IV .. ® \ ♦ /d, 0 aft SiT ' I \ 1t 0' t _Q �F ,4:•��� IT 7 �F ♦ v ® / / v 727 -- -� ... _.\.io\ \ "'!- 1 - 6 /, •r i� ALLIANT xae-'\ qA R \\ �i / ®® /R m IXl® \� ..'. A \\\ \�. i.• — I ® DY �' / )' ue 233 Park Ave S• Ste 370 ry 1 / A r Minneapolis MN 55415 612.758.30 Q 'iU _ 60 MN i �� �/ vvv F v� - 3Qp0 1 i 10 ♦ S 612.758.3099 F40 a \ '✓ - - < / \ \ ' ]. / \ a\ 1 x �i w .alllant-macom 0.s, Lam, ♦ �-�___ _I L _-__� / � a \,.,x� .� \ ___ __�\ r ^,_�/ ,$, ♦��.�i o ! C ` `v 3 �=v ♦Jd/� S , ti�� �� II�® .I its ��vv /! v ry f �v v �11� �� m C 2 $ gyp, - - _ \ \ / / / \ 1 . �? z j'.- l� .. \19- 5 J I o wy — v _ X11 1 � � z _ I ��� W CC ROAD A a '�- i vv1 / r r "i P,d ®- - y ` n m a IaN a ¢ i z } O - z F LEGEND �u utsnxa rac m n[A.v: --- ,.F RN1E4Mx id3 z 0 25 50 100 SCALE I F°a P\MSN PRN! PREF" °°„SSR lAO FOp LLJ LU �' +o. Ili L r 'i r-' i i r♦. ° ' ; c O'2 Lu Lij $ ¢ ¢ Ali, fT _ _ _ I 'n 1 / / -i 111 F, <ir .r r �. / / ` / / a -P ]� \ pP ....ellen ....wH . o<`g✓w-..,Y 1 , \ +1. \ PnPe..e sr `\'`. L. ... . amr u....w L a / p� {" ' i+ / - ` m. m.�Ne< w.NstlieNl�me"e.. \ \� A aiL L „ — �� / _-- "i Ae l 1 J?b / m � NINNEWTA • \\ O �� `F y \.� t 'R� / ^ u -s , \I YMI MV591. PE Wig- C) O c) OtOI QUALITY AssoaANa✓amaa \D OOH l: a p Oiip O I.i-O'-[ • I IIf9.@ 1M i"..'I' p PAmEUm 21s-0119 26 • � L.,-1 ti.r" saEr 26 of 32 w ....00rrdor.n..L T. „L Y oety..v..uywux I I uw. Y 10 _ ME RMIMG LET4 J4 WIN ENGINEERING °4A1E PLANTING DETAILS FOR �F Gum N�1� ��� ��� DEPARTMENT 5-3109 TYPICAL INDIVIDUAL PLANTINGS an— FLHT xAnoxEss x O,xIx.S4N R 2CNE N Atma AYNK mRwe FOx 1Y 1EY19MlIFE R.W2 I - -.,- II xoTe �f I RENSEO I FllE NAPE' I ENGINEERING (PLATE. RANTING DETNLS FOR ® }t{ G\ENG\SFEcs\5310 DEPART T 5310 SLEEP SLOPES/YASS BED PLANINGS J ewm ,IIAPPEO e.Te x T Sm Sro (n 9.u! u NL TM4T SIT - r .�.,00„ao na m N Tn N v m 0 z r J a } Q J H w ❑ W ❑ J 0 S� � �_ �a = ME O. Q ❑ Z4 O IL o 0 V ¢ Il J q ry����®a���� .11 �nE��YWW YT' SPMESY£REWPEMENTS tsr&ieq ....00rrdor.n..L T. „L Y oety..v..uywux I I uw. Y 10 _ ME RMIMG LET4 J4 WIN ENGINEERING °4A1E PLANTING DETAILS FOR �F Gum N�1� ��� ��� DEPARTMENT 5-3109 TYPICAL INDIVIDUAL PLANTINGS an— FLHT xAnoxEss x O,xIx.S4N R 2CNE N Atma AYNK mRwe FOx 1Y 1EY19MlIFE R.W2 I - -.,- II xoTe �f I RENSEO I FllE NAPE' I ENGINEERING (PLATE. RANTING DETNLS FOR ® }t{ G\ENG\SFEcs\5310 DEPART T 5310 SLEEP SLOPES/YASS BED PLANINGS J SIT - m N Tn N v m 0 z r J a } Q J H w ❑ W ❑ J 0 S� � �_ �a = ME O. Q ❑ Z4 O IL o 0 V ¢ Il J q FLHT xAnoxEss x O,xIx.S4N R 2CNE N Atma AYNK mRwe FOx 1Y 1EY19MlIFE R.W2 I - -.,- II xoTe �f I RENSEO I FllE NAPE' I ENGINEERING (PLATE. RANTING DETNLS FOR ® }t{ G\ENG\SFEcs\5310 DEPART T 5310 SLEEP SLOPES/YASS BED PLANINGS R XC N DETN. (CPvdl ) i I SE W.. 1Re SHE.'ER OnuL 'I "x9�ps�j RC T PROMCn. DETNL (aTRR, x) ^g niria��m""a wwti:S. m� sF �yyT� M I I REY3R 1 -IO I AEMAYDO jNDVIt I I u 91 I P ANDNG DE NL 014 F°R R\M�NPRA PREF”°°"5 NOT FOR IIID i�c' an - IM 4( �e�o� IMMU2u`.-2 � m army M.a aw r Pumm,. ooA„ MEN— .' ; .S n .ar r.murs., Aw n4xo.a xrus ,>. ® I AEMSFRI-10 I iRF MNEQW104�\'ai2 I r••11L STt] I gETAeON PMIIFCIIDrI OEIK GONYEA HOMES 8 REMODELINGS 1000 BOONE AVE N. SUITE 400 GOLDEN VALLEY. W 55427 OFFICE: 7634324500 FAX: 7634324501 ALLIANT 233 Park Ave S, Ste 300 Minneapolis, MN 55415 612.758.3000 MN 612.758.3099 FA% w alliant-Inc.corn J SIT - m N Tn N v m 0 z r J a } Q J H w ❑ W ❑ J 0 S� � �_ �a = ME O. Q ❑ Z4 O IL o 0 V ¢ Il J q .11 7. Y R XC N DETN. (CPvdl ) i I SE W.. 1Re SHE.'ER OnuL 'I "x9�ps�j RC T PROMCn. DETNL (aTRR, x) ^g niria��m""a wwti:S. m� sF �yyT� M I I REY3R 1 -IO I AEMAYDO jNDVIt I I u 91 I P ANDNG DE NL 014 F°R R\M�NPRA PREF”°°"5 NOT FOR IIID i�c' an - IM 4( �e�o� IMMU2u`.-2 � m army M.a aw r Pumm,. ooA„ MEN— .' ; .S n .ar r.murs., Aw n4xo.a xrus ,>. ® I AEMSFRI-10 I iRF MNEQW104�\'ai2 I r••11L STt] I gETAeON PMIIFCIIDrI OEIK GONYEA HOMES 8 REMODELINGS 1000 BOONE AVE N. SUITE 400 GOLDEN VALLEY. W 55427 OFFICE: 7634324500 FAX: 7634324501 ALLIANT 233 Park Ave S, Ste 300 Minneapolis, MN 55415 612.758.3000 MN 612.758.3099 FA% w alliant-Inc.corn I fi . w dfl me thla Pan wd,dMaxan, o. r.Pad . P' P'.Pa^4 Yr a MhO I .a Y^n ane ixal 4 a 4u1r Uo.m d 0=S E A HnECT an4.r IR. law. al IM1. Sbb .1 MINNESOTR Y.UFMI WnER. A54 WAUTT ASSURAMCE/CONTROL n D/RE DATE ISSUE 6-h16 QIT SNuniK PROJECT TENT DATA ommLR 1Y1 pRAW! YW PROIECI IIP. 215-011R 32 SIReT 32 of 32 J Q m N Tn N v m 0 z r J a } Q J H w ❑ W ❑ J 0 S� � �_ �a = Q z O. Q ❑ Z4 O IL o 0 V ¢ Il J I fi . w dfl me thla Pan wd,dMaxan, o. r.Pad . P' P'.Pa^4 Yr a MhO I .a Y^n ane ixal 4 a 4u1r Uo.m d 0=S E A HnECT an4.r IR. law. al IM1. Sbb .1 MINNESOTR Y.UFMI WnER. A54 WAUTT ASSURAMCE/CONTROL n D/RE DATE ISSUE 6-h16 QIT SNuniK PROJECT TENT DATA ommLR 1Y1 pRAW! YW PROIECI IIP. 215-011R 32 SIReT 32 of 32 PROVIDENCE 55 LLC City of Chanhassen Date Type Reference 5/3/2016 Bill Dev review Bridgewater Bank Wilson St 5/6/2016 Original Amt. Balance Due Discount 2,450.00 2,450.00 Check Amount 1106 Payment 2,450.00 2,450.00 2,450.00 7700 Market Boulevard PO Box 147 Chanhassen, MN 55317 CITY OF CAAN9p3SEN 5tsits Pqsr4 ~ =P1 T N E Y0 0 . E S PITNEYBOWES 02 1 P $000 .675 0003195036 JUN 29 2016 MAILED FROM ZIP CODE 55317 Jim Wilson 9150 Great Plains Blvd Chanhassen, MN 55317 RECEIVED iiia liln�l��ti�+'ii�i�nrl�nllrlrrrrilll�ill�rl�� l �illi� JUL 05 2016 N1 X1: 553 DE 1700 0007/011/16 CITY OF CHANHASSEN RETURN TO SENDER NO MAZL RECEPTACLE UNABLE TO FORWARD 8C: 55317014747 *0478-01775-29-41 :_:_;-u:�'��`�7;a�`�4'7 �I,IIII„Inilinnll„I�I��u�lirlllll�lnlllrlil��l�lim,lull CM OF 7700 Market Boulevard PC Box 147 Chanhassen, MN 55317 Administration Phone: 952.227.1100 Fax: 952.227.1110 Building Inspections Phone: 952.2211180 Fax: 952.2271190 Engineering Phone: 952.227.1160 Fax: 952.227.1170 Finance Phone: 952.227.1140 Fax: 952.227.1110 Park & Recreation Phone: 952.227.1120 Fax: 952.2271110 Recreation Center 2310 Coulter Boulevard Phone: 952.227.1400 Fax: 952.227.1404 Planning & Natural Resources Phone: 952.227.1130 Fax: 952.2271110 Public Works 7901 Park Place Phone: 952227.1300 Fax: 952.227.1310 Senior Center Phone: 952.227.1125 Fax: 952.227.1110 Website www.ci.chanhassen.mn.us June 28, 2016 Mr. Bill Coffman Providence 55, LLC. 1000 Boone Ave. N., Suite 400 Golden Valley, MN 55427 Re: Planning Case #2016-13, Foxwood Rezoning, Conditional Use Permit, Preliminary Plat with Variances Dear Mr. Coffman, This letter is to confirm that on June 27, 2016, the Chanhassen City Council approved: A. A Conditional Use Permit for development in the Bluff Creek Overlay District (BCOD) subject to the following conditions: 1. Infiltration basin IBl located north of Lots 10, 11, 16 and 17 of block 1 shall be evaluated for methods to reduce tree loss. 2. The Bluff Creek Overlay District Boundaries shall be shown to be incidental with the boundaries of Outlots A and C. 3. Any grading within the Bluff Creek Overlay District must be restored with native vegetation. A planting schedule and vegetation maintenance plan of at least 3 years shall be provided to the city for review and approval. 4. Signage will be required at every lot comer and angle point along the private lots adjacent to the BCOD. The sign language shall be provided by the city and the signs shall be at the developer's expense. These signs shall be placed by the developer prior to selling any of the lots. B. Rezoning from Agricultural Estate District (A-2) to Residential Low and Medium Density (RLM) for Foxwood, and C. A 46 lot, six outlots and public right-of-way preliminary plat with variance for the use of a private street and a 20 -foot setback variance from the Bluff Creek Primary zone subject to the following conditions: Chanhassen is a Community for Life - Providing for Today and Planning for Tomorrow Planning Commission Foxwood June 28, 2016 Page 2 of 6 Buildin : 1. Final grading plans and soil reports must be submitted to the Inspections Division before building permits will be issued. 2. Buildings may be required to be designed by an architect and/or engineer as determined by the Building Official. 3. Engineered design and building permits are required for retaining walls exceeding four feet in height. 4. Each lot must be provided with a separate sewer and water service. 5. Demolition permits must be obtained before demolishing any structures. 6. Proper removal, abandonment or sealing of storage tanks, on-site septic systems, wells, etc. is required. Permits are required, as applicable. 7. If applicable, existing home(s) affected by the new street will require address changes. 8. Provide a 1:200 "clean" plat drawing. Engmeerin¢: 1. The 16.5' wide telephone easement must be vacated before the City Council considers final plat approval. 2. The well on the property must be properly abandoned. 3. Label the contours on Sheet 2 of the Existing Conditions Survey. 4. The grading plan must be revised to eliminate the 311:1 V slope within the temporary cul-de-sac. 5. The developer shall dedicate an easement over the temporary cul-de-sac; the easement exhibit shall be submitted with the final plat application. 6. The private street within Outlot B and must be built to a 7 -ton design. 7. Pedestrian curb ramps from the sidewalks to the street are required must be ADA - compliant. 8. The developer will install shallow monitoring wells or piezometers in the area of Lots 1-4, Block 5 and Lot 18, Block 1. Water elevations shall be monitored for a minimum of four weeks during a time when seasonally high water table would be expected. 9. An oversized drainage and utility easement is required at the back of Lot 1, Block 6 as this area conveys drainage from the adjacent parcel. Staff recommends that the 916' contour extend into the drainageway to create a swale versus the sheet drainage pattern that is currently shown; it has been staff's experience that landscaping/hardscaping/etc. on the downstream parcel tends to impede sheet drainage. 10. Per Section 18-40 (4) d. 2. v. a drain file service is required for Lots 14 Block 5, Lot 6 Block 5; and Lots 1-3 Block 6 as these lots are proposed to drain from the back of the lot towards the street. Planning Commission Foxwood June 28, 2016 Page 3 of 6 11. The developer's engineer shall ensure that the maximum driveway grades shown on the plan are calculated such that a 10' landing is provided where the driveway connects to the street and a five to 10 -foot landing is provided at the garage. 12. On the grading plan label the existing contours. 13. The retaining wall on Lot 2, Block 4 must be outside of the drainage and utility easement. 14. The temporary lift station must be located outside of the temporary cul-de-sac. 15. The developer must work with staff to ensure that the invert elevation is at or higher than the invert elevation established during the concept planning of the undeveloped parcel to the south. 16. On Sheet 18 modify Note 2 to state that 10' horizontal separation is required between water and sewer lines and modify Note 11 to state that sanitary sewer services shall be 6" diameter. Environmental Resources: 1. Prior to any grading, the applicant shall install tree preservation fencing using metal stakes. The fencing shall be placed fencing at the grading limits. Tree #2524 shall be included in the fencing area rather than fenced separately. These protections shall remain in effect until construction is completed. 2. Signage identifying outlot natural areas will be posted at property comers on lots 1, 3-6, 8-9, 17, 18, block 1 and lots 1, 2, block 2 and lots 8, 9, block 3 and lot 1-2, block 4. Fire: 1. A 3 -foot clear space shall be maintained around fire hydrants. 2. Submit propose street names to Chanhassen Fire Marshal and Chanhassen Building Official for review and approval. 3. Street signs (temporary allowed) shall be installed prior to building permits being issued. Fire Marshal must approve signage. 4. Prior to combustible construction fire hydrants shall be made serviceable. 5. No burning permits will be issued for tree/brush removal. 6. Prior to combustible home construction fire apparatus access roads capable of supporting the weight of fire apparatus shall be made serviceable. 7. Additional fire hydrants will be required or relocated. Planning Commission Foxwood June 28, 2016 Page 4 of 6 Parks: 1. Full park dedication fees shall be collected per city ordinance in lieu of requiring parkland dedication; and 2. Dedication of an outlot adjacent to Lot 12, Block 5 and across the southern portion of Lot 5, Block 5 to accommodate future construction of a trail. 3. Planning, engineering and construction of two planned 10 -foot wide trail connections leading from two cul-de-sacs into the Fox Woods Preserve. 4. Planning, engineering and construction of a planned 10 -foot wide Highway 101 trail connection between the current trail terminus at the Bandimere Park Pedestrian Underpass and the northern terminus of the plat adjacent to and along Highway 101. 5. Trail right of ways within the subdivision shall be provided within outlots as a condition of the plat. Acquisition of trail easements outside of the plat shall be the responsibility of the City of Chanhassen. 6. The Developer shall be responsible for the installation and payment of the two planned 10 -foot wide trail connections leading from two cul-de-sacs into the Fox Woods Preserve. 7. For those sections of the Hwy 101 trail situated north and south of their property boundaries, the Developer shall be reimbursed by the City of Chanhassen for the full cost of planning, engineering and construction of a planned 10 -foot wide Highway 101 trail connection between the current trail terminus at the Bandimere Park Pedestrian Underpass and the northern terminus of the plat along Highway 101. 8. For that section of the Highway 101 trail located within or adjacent to the Developer's project boundary, the applicant shall be reimbursed by the City for the cost of the aggregate base, trail surfacing, retaining walls and storm water systems utilized to construct the trail. This reimbursement payment shall be made upon completion and acceptance of the trail and receipt of an invoice documenting the actual costs for the construction materials noted. Labor and installation for the trail surface and design, and engineering and testing services for all components of the Developers section, are not reimbursable expenses. 9. All trails shall be 10 feet in width, surfaced with asphalt and constructed to meet city specifications. 10. The granting of a permanent 20 foot wide trail easement across the rear of lots 8 and 9, Block 3. Planning Commission Foxwood June 28, 2016 Page 5 of 6 Water Resources Coordinator: 1. The model shall be modified to reflect the fact that current soil conditions and vegetative cover will have a lower bulk density and a higher infiltration rate than fully developed conditions. 2. The model must be modified to accurately reflect times of concentration for each drainage area. 3. In the absence of measured infiltration rates, the site should be modeled with conditions similar to what is anticipated given the soil survey and the proposed construction methodologies. 4. The wetlands cannot be used to meet rate control. Rate control must be achieved prior to discharge to any of the wetlands, MN DOT right-of-way or adjoining properties. 5. The infiltration basin areas shall be protected from construction traffic and other construction related activities throughout the duration of the project. This shall be noted on the grading plan, in the SWPPP and shown with pre -construction silt fence location. 6. The infiltration areas shall be graded last. The tributary area shall be graded and stabilized prior to excavation of the infiltration basins. 7. The mass grade phasing schedule shall include stripping and stockpiling of top soil material. 8. The grading and erosion plan shall include stockpile locations. 9. The SWPPP and erosion plan shall include topsoil quantities necessary to place six inches (6") on all disturbed areas to be re -vegetated. 10. A detailed planting schedule and plan shall be included for each infiltration basin. 11. Redundant perimeter controls are required for all disturbs soils draining to wetlands. This may be silt fence, biologs, wind -rows of salvaged and stockpiled topsoil or other as approved by the city. 12. The developer shall be responsible for procuring the NPDES construction permit and providing proof to the city prior to any land disturbing activities. 13. The developer must meet the requirements of MN Rules Chapter 8420 and the Federal Clean Water Act. 14. The development shall meet the CUP conditions for the Bluff Creek Overlay District. 15. Signage will be required at every lot comer and angle point along the private lots adjacent to the wetlands not bound by the BCOD. These must be installed prior to selling the lot. 16. Any grading within wetland buffers must be restored with native vegetation. A planting schedule and vegetation maintenance plan of at least 3 years shall be provided to the city for review and approval. 17. The Storm Water Utility Connection Charge due at final plat is estimated to be $218,662.84 Planning Commission Foxwood June 28, 2016 Page 6 of 6 Final plat documents must be submitted to the city 30 days prior to the City Council meeting in which you wish to have your final plat approved. Conditions of the preliminary plat approval must be addressed for final plat approval. Enclosed is the list of items required for submittal for final plat approval. The Wetland Alteration Permit was tabled at the Planning Commission. That review must be completed and a recommendation submitted to the City Council prior to or concurrent with the final plat review. The rezoning of the residential lots shall not be official until approval of the final plat and execution of the project development contract. Should you have any questions, please contact me at (952) 227-1131 or by email at bgenerous(a,ci.chanhassen.mn.us. Sincerely, Robert Generous, AICP Senior Planner Enclosure c: Jim Wilson Paul Paulson ec: Kate Aanenson, Community Development Director Alyson Fauske, Assistant City Engineer Todd Gerhardt, City Manager Todd Hoffman, Parks & Recreation Director Terry Jeffery, Water Resources Coordinator Jerry Mohn, Building Official Jill Sinclair, Environmental Resource Specialist Marc Rausch, Alliant Engineering, Inc. ITEMS REQUIRED FOR FINAL PLAT CONSIDERATION The following items are required to be submitted a minimum of 30 days prior to City Council meeting and payment of a $250.00 final plat review fee: Submit three (3) sets of full size, 50 scale construction plans and specifications for staff review and redline. • Utility plans shall show both plan view and profiles of all utilities (sanitary sewer, water and storm sewer lines). The plan view must show all drainage and utility easements. • Grading and drainage plans shall show dwelling type and elevations, wetlands and wetland buffer areas, stormwater pond NWL and HWL, EOF and catch basin and storm manhole numbers. • The construction plans and specifications shall be in accordance to the City's latest edition of Standard Specifications & Detail Plates. • The plans shall include traffic signage and street light placement. Drainage calculations for water quantity and quality ponding with maps showing drainage areas for pre -and post -development conditions and contributing areas to catch basins. 3. Hydraulic calculations and drainage map for the storm sewer design. 4. Tree Preservation Easements (if applicable). 5. Trail Easements (if applicable). 6. Engineer's Cost Estimate of Improvements: a. Sanitary sewer system. b. Water system. c. Storm sewer drainage system including cleaning and maintenance. d. Streets, sidewalk and trails. e. Erosion control. f. Site restoration (seeding, sodding, etc.). g. Site grading h. Street lights & signs i. Engineering, surveying & inspection j. Landscaping Five (5) sets (folded) of final plat, one (1) set of reductions (8'/2' x 11 "), and a digital copy in .tif format. 8. Digital copy of the legal description of the property in a .doc format. 9. Lot tabulations. Failure to provide any of the above items by the required deadline will result in delaying consideration of final plat before the City Council. Updated 11-28-06 gAeng\forms\final plat submittal.doc FOXWOOD CHANHASSEN, MINNESOTA VlUJ N11Y MAY Nm-rn—I SHEETINDEX NO. COVER SHEET I EXISTMO COMMONS SURVEY 12 PRELIMINARY PLAT 46 SRT PLAN 74 GRADING AND DRAINAGE PLAN 1b12 GRADING PROFILES 15 EROSION AND SEDIMENTODNROL PLAN 1416 ERMIONAND SEDIMENTCONIROLNOTESANDDLTADS 17 V OLITY PLAN 18-20 UTILITY SCHEDULES 21 WETLAND MANAGEMENT PLAN 22 TRPS CANOPY COVERAGE PLAN 25 TREE INVENTORY AND PRESERVATION PLAN 2428 LANDSCAPE AND REFORESTATION PLAN 29-11 LANDSCAPE DETAILS 32 El GONYEA �I.NEE L RENWEUNGS mplxv4iN,'w Yqi ENGINEER 6 t ALLIA NT DEVELOPER a6Pm n.a.s.SW PRONMENM 55. LLC Mlrvq.pdX.MN 66x15 1966 BODNE AVENUE NORTH 6rx.]ss.9oeo w. SUC E" H GOLDEN VALLTY. SDR 5.421 ..w.uimrr_irc.wm PH: 7654,24" DENNIS B. OL STEAD CONTACT: BILL COFFMAN y LICENSENO. 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Mit 1 xaovmwrrexe + � Imm ___ 6 m aevexme 6 0132 SRE PLAN DATA �i<i rwwvn wo uu r®o..l Im vim. n�-. WZ �wAm mdlw tura urn t w ow< m uas/rron� v mmr Im wrs/ n ® rav ame<wml mu wo aw.w n rv�c a.v+.wv Ixu v mM TYPICAL LOT DETAIL so+n. LEGEND: ---__ GONYEA _ WME36 PEM ELIN03 O _ Owlwo wnra mn erg ar.�ir�ir�xrx ri mcg. Dura- a a.wa, I _.. - n I ALL. IANT a3.3 v.rv.m s, s1.3ro MnnuNle, MN 55.15 812>SBA� rx B�M2]6B.35b0 ru yYrnSlnc.com 7 .a 7 032 li 1 17M -- ------ ------- N X 1 1 I "•\�, GON YE:A ALLIANT WiIOTRs 1{I WETLAND ♦� � �P•,� (�• �`�'� l i �n eene�o�,ua Ixo.xxtwl \ U II N i I II fL op iBLOCK 61; r M' / 'a wum ueuuuxrw��ne,. iC , !s �L rVJET. 1D.e,l I ` ,w am.c u °Doom I r I l i, S . LEGEND: L__ ----------- . �1 e �� �•i, n, i /�_ ______� 1 - __� �T ,i pgR / _ LOCKS i9 _ _— ETLAND .' �3.,•'...... � , / x , -� 1� it eV\tsz . . . . _______� H lYL . . � � 'I /\IIIYIIO.M, I, a 1 ' GONYEA X� 1 1 w I I �' j�' � umnss GMeMooeuucs e..c.,� im ® \ J 4 / �,l � ~ / � N �� S `\\ S. `♦' ' � ♦ '1 MIL t� ' Y \ \ al'd fir` \%\ � •l\ ♦,,\ `I V ALLIANT \, • : \\ \ / I `v / �/ ��\ � y,�—/ — _ � L / /YY I MnneepaAf, MN 55415 �' . � . \ I I � / " `^•y—� ' ' ' �� `C` I I , : ' :� BI1>503CP0 rux 0 w XIN.N Iu.I.n. � I. I I 1 MMYJNfXMl aIK / __ I +,. � d .� ,• I _. 0 ' .. i•:•''i —.J'il it ai lr _ it 1 r yi: \\ S a uti 1i L -------J ti ✓T 19✓ Ism •Mx � '— \ \ \ '`✓/'\ \ � % Y LEGEND: �\.-1 :: \ E �. : � ` � , of —_— e "moi•: \ � G I:' �'11 \ UNE �n. Xm.xX on.Mm. I � XE,wo ..... rax,rE., � oX�u �� v �:.. • : • ``\1111 \ �. � 'i\., �� ! � ' ' : is i nM wn wu I]0 9.f32 _ Ii, N a m xe swn ix rm ... we, - L F n..-. A. x . �o l �MD GRADING NOTES: ALL F _. n_�n �... m.no.,..,s a.....e n.,��...' GONYEA a ssnncMoosMNos ALLEY ME -1 ....s,.n.. s m n ooao x.. .aa ®A., A ALLIANT r.,x n.. s. si. eao IA—aws_.munnm, wr wos, a, urc.muen Mlnna�Iss MNW 15 n_m�.em n. ,m.nam wn,.ronne 8127n i.n�... INFILTRATION BASIN NOTES:m W �a� a �MesMea.n G 5 WE f w N Z eo 3 a DEVELOPER: Mz m p { Z a 6 R Z p ¢ 2 ; p ROCK WEEPER (NTS): p YEE row yr nnr-n`w,�w._mr E.E GRADING LEGEND: p� T. ALL. .'^ •• .eea u.cx min — i' o___ 6.10 , m ,0.131 M GONYEA � GO , G m 2 'Z, ALLIANT ........... -'s 5,0e is 2 CE oi 0 ET. GRADING LEGEND: VR—'WW - - - - ------- OO M GONYEA � GO , G m 2 'Z, ALLIANT ........... -'s 5,0e is 2 CE oi 0 ET. GRADING LEGEND: VR—'WW - - - - ------- a Loll MOM BECOME IN Twd �,11t��i►.�.�,� . �► �� _�- � d�: 7 ! .l. ��. �• I ,• iu•5i O'I r' �.r �� A`'�. nY $ I'�-a - e - v. nu�a U' Clc C)OL orGM )ING LEGEND: Of' \ OiL mEf —2, .. 10... 4 i £4 p c..•.. ''' '� ? ,4 �. .a.. M I OT i i • 1 `�•�i , • e ��,. o F 1 •�'. o f .i i rpMat • o _ - 12 GONYEA OMEB•MEMOCEL 1105 F UUU...... 1 n. Ip r..vs1 ! Q ALLIA NT ,fir P l Y. �% YdiP FAr•NMSIs'YA p e. .. �•agvq-- z f w _�- � d�: 7 ! .l. ��. �• I ,• iu•5i O'I r' �.r �� A`'�. nY $ I'�-a - e - v. nu�a U' Clc C)OL orGM )ING LEGEND: Of' \ OiL mEf —2, .. 10... 4 i £4 p c..•.. ''' '� ? ,4 �. .a.. M I OT i i • 1 `�•�i , • e ��,. o F 1 •�'. o f .i i rpMat • o _ - 12 no ne e n ra Road B - Profile Road C - Profile Road D - Profile E�Y\M�N�,pR paE Imprmr - w -.. rm El GONYEA HOMES f REMODELINOS �uxRxVNIlV.I3 W «M.1W]Ytl. 11 0 AL LI A NT )33 P.M� 3.9M9W MYln�palN.MN LMII e13.)C!.]OM uw BI})5G.]pW r� 13 vn 13.]32 NOTE TO CONTRACTOR: w .'aP n:i..n "0.::'w','.mK Mu EROSION CONTROL RESPONSIBLE PARTY: HIS K al Hi Sul .a PH Hl El CONSTRUCTION SEOUENCING: 5Z LA A SII SWPPP BMP OUANTITIES (PER PLAN): nwv eLET wm¢QN w u m II/ FNK sVxs Sl rtnT a.1ac uu HIS M FE11 GONYEA HOMES IS XEMODE11NGS IILHO ww, xm.m y ALLIANT n..00nn MN 5541 fi+vsa wao xrx a aoae ... wxx,ellenllnc.mm TCS I- Ln&t, Iyvsl -M ' I. lwaTl n I. �m e.a l(. nrty Iden mnm m'v nuuu"PIT T T - I�-z mu sT.awnwl ♦ eNm' IMroT nrt q u --x— uT n l m ao lx[vrcxnu Nxrl �aEp T FE11 GONYEA HOMES IS XEMODE11NGS IILHO ww, xm.m y ALLIANT n..00nn MN 5541 fi+vsa wao xrx a aoae ... wxx,ellenllnc.mm TCS I- Ln&t, GONYEA o °x r•''r 'Sriss.ml O .I� - r� ..,. m.a A DND.�� �u O t ! ALL ANT V -+(a , aj IISOOAt1YI91M ]NP Fre9 Ste YO l ( ) @Ipf WI OAN) MI palls. MN SSi15 )� aoNlueroll fila lse.aaeP .r.. ��ipl. M1 iii �/Y .�11]IRMM GMML 2158 MNP rnr v •� ( l� �'" (�.r• �b'^ wxx..Ne runc.mm WETLAND 1 I 1r .—OND MMpr snnumlixo®crw rw�i w''✓r/i ). �pu mronW n m FF i a \ ¢y NpNC. aisw s.on �- ���::: ..- \` mwunw rmwir®ur� /. °� '•' - "'yi .� .....i F� r a. ��,.. '� y � r�IO16�MKiQ r . J_ I I( �rRW y y ,lis wormnnr wr ^ :'z c - fi = a Y ,,`.. .a, .p \ ,,111' r' ,<N , ( SII\I it •, /� a z ""`i'- '.': J:1J_.; 1. �:. ;�Y > A• lil' (, (j -, // LL R If w Q �.'_. ... ..Z x=nunox %ax wnaa - ', ,�.i ���• I,, r • i ro�vnuei iia x"OOim - o LEGEND: I DND e a' , r _ It - O O 15 IJ3 � r I r-I�ETLANO2 v . ' 0 l ; .--DNo--- I"°rma°nmw° G a o awlxeclEc rlw'-•� yi I.0 r.lv m9 'l /. '\i , J r - egef Uury Vldr Wl __` v{JI � , � I I � 11'i \/. •,, g N r • © L � I 11 — • :i 1, r -- I � � , I J _ F �C) j O O[d y\tOO�Y 101 LEGEND' `b..: \ t`�-.. 1 ° o DNo 13 pop, a� t 1 1 p o �.. .�.. 1 )o o� .`'I 16.132 GONYFA 1 � I 1 � Ee 9�6 REMOCELINGB � MW Im I CfiYE �Lwml - ALLIANT P � 1 eM Pw 9.9e]m Ly e0oll MN 55115 �x]3 elx rm anw ... .ev:.phM*wcom F ' awlxeclEc rlw'-•� yi I.0 r.lv m9 'l /. '\i , J r - egef Uury Vldr Wl __` v{JI � , � I I � 11'i \/. •,, g N r • © L � I 11 — • :i 1, r -- I � � , I J _ F �C) j O O[d y\tOO�Y 101 LEGEND' `b..: \ t`�-.. 1 ° o DNo 13 pop, a� t 1 1 p o �.. .�.. 1 )o o� .`'I 16.132 C9 EROSION CONTROL GENERAL NOTES: .wn a w mn r-w.T �"�scaxexr ms+ MODEL4CC2 Ra M AM 5]Oxe EROSION CONTROL SCHEDULE: .x. SEDIMENT CONTROL PRACTICES! d FINAL STABILIZATION: £53'. NIY:YiIdfL. vun�aNr w.M...— ��ml/ .� [xaaav coma. Pox * � ixavouel Lon (re.) � SdxR EROSION AND SEDIMENT CONTROL MAINTENANCE PROGRAM: .eoe�I me s'e'u`eue. •.� w.i r— POLLUTION PREVENTION MANAGEMENT MEASURES: E -7 GONVEA NOMSee NeMooniNce �BOaIl.Kµ9 WW OE��mYv�MMIV ALL ANT 95PM Rw 9,8beOJ MlnrwpoM.MN 55e15 erx.TeaSom ...i uibxxx�.� PRE oa ��N O.,w W .,. I�� ,18 Z W UTILITY NOTES: °r LEGEND: m d < GONYEA r —6L X0 S SSMoocuNss s .eom ie,.a..a. ,.W wn.o Iwa 1mae°cxe.1 NftN 1. om. w... 3,...,-.�.. �W unfNa♦ T.= =.T= =0.T= ALLIANT � ounoT s yyFF ulr Wer WmWW.I;RCEs f' MI PolI�e MN 3N,3 iW uru tl C un[rnwuuWumw• B 3. B �Mg J .elllnn I,c com x' -..W..'i., f ♦r .woanrwnm .s xmm AT na wm STORM SEWER NOTES:n W "WI � � �� ' ommrn "vv ' tti"( I I v I ��•� Pav J .IweW exNL�mWL,we�" l,ux'am oRxmW uu[N¢ F it ' uw,sio°A""W...'�u`,ur�i"w'w"oW,u�w wm"reu'ni°v. m"'eOL m" Te✓ le a S y L II.+ / ' I 9H aynmc ' n L 6: I, W .,. I�� ,18 Z W UTILITY NOTES: °r LEGEND: no,a,,,.�E a.,�,`.W.nn GONYEA tl 'J X0 S SSMoocuNss s .eom ie,.a..a. ,.W wn.o Iwa 1mae°cxe.1 NftN 1. om. w... 3,...,-.�.. �W unfNa♦ T.= =.T= =0.T= ALLIANT � ounoT s yyFF ulr Wer WmWW.I;RCEs 9�'pBANITARV SEWER FORCEMAIN NOTES: MI PolI�e MN 3N,3 uru tl C un[rnwuuWumw• B 3. B �Mg reiu ¢xmc,u m wn. mni x nmw e,nu��M °gym Wy � .elllnn I,c com x' -..W..'i., ♦r .woanrwnm .s xmm AT na wm STORM SEWER NOTES:n W "WI � � �� �-" nw .0 srta aru cmnxa nnw w,rcr n N..�IY ��•� Pav J .IweW exNL�mWL,we�" l,ux'am oRxmW uu[N¢ F Cm ' uw,sio°A""W...'�u`,ur�i"w'w"oW,u�w wm"reu'ni°v. m"'eOL m" W .,. I�� ,18 Z W UTILITY NOTES: no,a,,,.�E a.,�,`.W.nn GONYEA tl It X0 S SSMoocuNss s .eom ie,.a..a. ,.W wn.o Iwa 1mae°cxe.1 NftN 1. om. w... 3,...,-.�.. �W unfNa♦ T.= =.T= =0.T= ALLIANT � yyFF ulr Wer WmWW.I;RCEs 9�'pBANITARV SEWER FORCEMAIN NOTES: MI PolI�e MN 3N,3 uru tl C un[rnwuuWumw• B 3. B �Mg reiu ¢xmc,u m wn. mni x nmw e,nu��M °gym Wy � .elllnn I,c com ♦r .woanrwnm .s xmm AT na wm STORM SEWER NOTES:n � � �� nw .0 srta aru cmnxa nnw w,rcr n N..�IY n ��mfa J .IweW exNL�mWL,we�" l,ux'am oRxmW uu[N¢ F Cm ' uw,sio°A""W...'�u`,ur�i"w'w"oW,u�w wm"reu'ni°v. m"'eOL m" W .,. I�� ,18 Z W 1 N Q d M 1 l=ii v I J s r fr . Y� I Wb ljlj •I !1 Y WETLAND _ A a m �. W ? a 5 • II rY • �" 1� 1 < ✓ in r t7')� ._'�'"WEfLAND 2.:-.+�r� ••n ���J.i1 �l i ../ � '.. .... — L / i 1 `�� /•��� �� b ��., e`7 � 1 I m m J �\ f�� L_— ________N5P i__1 YI,rJ •r exx n - -- �c � ..d� \ 1 �1 111. xM i it �— li i i.Em��:n".'I•LMP ' 1 Ell GONYEA NCMEY6MM..ELMG] �e."vlE1v[NeMrtlb fIS IeN4wwn ALL!ANT P]9 Peh Pw 8.8M1 ]W 612JMnne•poIM.MN 5N15 e.x JM.] xw Ylw4lnccwn m gB�K.'CE Q J s _ I Wb •I it BLOCK Ell GONYEA NCMEY6MM..ELMG] �e."vlE1v[NeMrtlb fIS IeN4wwn ALL!ANT P]9 Peh Pw 8.8M1 ]W 612JMnne•poIM.MN 5N15 e.x JM.] xw Ylw4lnccwn m gB�K.'CE Q e- �^ 5 a �. W ? a 5 • II LEGEND: i• .,mow uR w:. EI fl w } aEPa 19 .ten xxns .m 19.132 r s li GONYEA \ •' •' � � L, �..• ` R' � x / I � 11 ME9 tFEMt°ELINOB ...;m'.m'".Jml I ALLIANT �� 5 F.�` ' I�yy Ji rr'� �`� � ` \� \ ♦♦' /7 4 r'ti 111 �)``` `�`. o a v '� �•��._/, I iF. �.. '\ \ �:': Cy,. l� / \\♦ ��\1`111 . 5 ♦ ,� d•i 1p1p1'liI' -t—�. fil ". '. �i% � �g l I 1 / ��"�_�/,♦>� J ii x I ,J — `! it �,� f, � Pon° � Lam- J„�- i v r \. �. ;-, z 1� fr. ) l O I I 1 C II L —.� itl pi I liil iil �~ I !� I I �� 11 � r�' _ ` \'`♦ � R� i b L_------J �'. �,,• / �.f./ 1 ��''!. 'i x” I w/i ii ii' - ll/ � .., ^g 1 ' `>/ •a xMw.T�."' , ' - , L — —. J .r / I Y11 � II- I IL _ I I 1 I 1 4 ., '! ` � ♦ io�xi omm ^ �:7t---- J k' .111 wxx ---- log - • - : • \`� �\ \,\ '\ LEGEND F m •;`�. �. '� f \ ol xa® wn wME aww a, ml. mma .,,awn + � a ( ♦\' ' ♦ 7 , I i 4 �.� w :n verity ami...Mg,W o+a �♦� a ♦ 1♦ \ t ea . • f 1 f� pk PPew Pxwn wxPM_,mr w PP.,n aenw wnMv m �tl P • _ 1 2 n _. nwo um 1 �� OZ STORM SEWER SCHEDULE: my M ro oou. mn rnm ammo Iwmix� ml mfar nlf2r nsv 4�N uv ,52 irn Ra. In1m tMNL p Ae Wm fp f2m n oM p 910m 9qT loam MNv f» ■�®ate®��®a®� If afo renin » onl. xon LI nlm noW nam im rm.mll mNPn .._ M rminn 40ID p al.% nta I4A:V .m uMPu nM#v »»viv A;;' fMna I Oma p 41.11 ;, .,m.ear SANITARY SEWER SCHEDULE: tMNL p fp LWIIa oM p 910m 9qT MNv f» ■�®ate®��®a®� If » LI M OAI1,1 40ID p al.% I4A:V fA »»viv A;;' fMna Oma p 41.11 ;, .,m,V wmW 1 p R» m» min nmv .m LB.11nf If p fon W!W 41M nfTN tN1M ® RL9 <MA qSN VQ I1 MLaV fn rW11» INNA 11 p IA1 n1A 9An RYV •.nm 4W n omm RA nu. n IRI M3: iATv eS nl mm W IeW qM p Rfo Ml n W6 li tRanfl umq W3W W 0.Wm ]P mwa p n!W LM.V oLL 162n!M 16. YNV MNff Wlm 1i» p Ylm fn® O.MP RI1 n1.W NCP 10 plMfl ®1MY U p ITf VIW YI.11 W]] 4 n.W1rN pM116 p MA RIr RSI fq IxM11m RW fl p of Rm q11 YC:V mm A p Rm N.1 N.1 WA Rm Wm Ma 61W lax SANITARY SEWER SCHEDULE: PENm�N N AY r ° FE] GONYEA N MES s REM Euucs AL LIA NT s.ssR rgepp ; MN 55415 0 R LL w YIIIIIIr IYWR/PMIRL MRr AW Wit 21 ■�®ate®��®a®� M PENm�N N AY r ° FE] GONYEA N MES s REM Euucs AL LIA NT s.ssR rgepp ; MN 55415 0 R LL w YIIIIIIr IYWR/PMIRL MRr AW Wit 21 WETLAND WETLAND SUMMARY .N INI oewvemx sere z w v'a1sM'i� wrz. w rz+wz z !¢n'NN. NNNNNN, m t.lw'ax iWi]E i[�OSM�um iopfwn�N uR Mssnw mesrtw xm m[ on w`ouw..m'< WETLAND BUFFER CALCULATION i w4' w41Pn NM OO/ tlE➢A. d N � f X14 Y/ye WY `SYZY A w� W w.S rmivm "•,•xiort NNI0 IN v� w � L sIN N,ur ow ro.z®ww IN ewz m.zam. �..Wy ww ns -Sr y vry �4w3v M H✓n rn, Iw�nm uwilMm. s N�wl LEGEND: NNI0 GONYEA ..IIS. NEIJ LINGS YE N�IV IOJ a ALL IANT TJSPN R.a SSIe SD] MnnepalM, MN 33113 812]SS.]OB] uw B1R.]69.i1W ru wnw.tllMnHnccom m 2 22 TREE PRESERVATION NOTES: LEGEND �T [Ell GONYEA XOMEB 6 REMODEUN08 �WX�lx vn'iLLv,M fx Ml� ALLIANT My P.M AwM Se YA nrRCYs, MN YM Id R�2150.WB0 wi e�.rx.Ww ru rnmXm� 24 X n 24032 GONYEA 1-1 1 -1 N 3— ALLIANT ........... S S"" —..n�lncxom rwin 4 WETLAND 1 OM�A Rib t (1 o -214W) z r 0 --------- ----- I z (D— '.7 ?z 0- T w 6k -,7 y 71 0 - TP -01 LEGEND r APT I ll�! 0 ---------- - -D • t4 —, —.1 c L 8LOCK(B 9 J ...... 6 w 25 ETLAN �:A 25032 -1 IVY 11' GONYEA z 1-1y 1 OI 51 ' . , it ® m Fes., $ ,,. ... FL . : _ ♦ ALLGANT p" At G.M Av. 9, 91e 9b G `\ � �� �� _. a"i. � � $ i ,,.,�� \� _ � .L ; Q/�9 • i �.nMm iz mom I 5 Li itq o yy_ \ pb ♦. �' � �. � � � r �- F � tit � - � / , r� � Q g ¢ A '<T♦, a ',� �'�. d a/ L.- �. 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El GONYEA oM $A REMWEUN ALLJANT :JkA S�oJ00 upo MN 1015 a�se.a cc�'c 32 Stormwater Management and Foxwood Chanhassen, MN Riley Purgatory Bluff Creek Watershed Preliminary Plat Submittal May 6th, 2016 233 Park Ave S, Ste 300 Minneapolis, MN 55415 612.758.3080 MAIN 612.758.3099 FAX CITY OFCHANHASSEN A L L I A N T wwwalliant-inc.com RECEIVED ENGINEERING MAY U 6 Z01 CHANHASSEN RCANNING DEPT Foxwood Stonn Water Management Plan May 61", 2016 Introduction Included in this report are the materials necessary to review the preliminary storm water management plan for the proposed "Foxwood" development project in Chanhassen, Minnesota. The following information is included: • Study Narrative • Drainage Area Maps • Atlas 14 Precipitation Estimate • Runoff Rate Control Analysis - HydroCAD • Abstraction and Water Quality Calculations o Infiltration Basin sizing - HydroCAD o Walker's P8 Model estimating sediment and nutrient loading and removals Background This study was conducted to analyze the stormwater treatment requirements for a proposed single family residential subdivision located in Chanhassen, MN within the Riley Purgatory Bluff Creek Watershed District (RPBCWD) boundary. The study will show that the proposed storm water management system will manage and reduce the effects of the increased impervious cover resulting from the new development by lowering nutrient and sediment runoff to be below existing on an average annual basis. The study assumes the following two scenarios: • Existing conditions —Existing Wilson Tree Farm Nursery -mixed grasses, wooded areas, and wetlands • Proposed conditions— Single Family Development with a considerable amount of tree cover and wetland undisturbed. The Foxwood site (Wilson Tree Nursery) is located on the west side of Great Plains Blvd/Hwy 101 just south of Lyman Blvd. The overall site consists of 43.54 acers while the disturbance area is 29.97 acres. The site currently discharges to three different wetlands within the north, west, south, and southeast site boundary along with a small portion discharging to the existing Hwy 101 to the east. The storm water management plan for the proposed conditions will meet the guidelines required by the City of Chanhassen and RPBCWD for storm water quantity and quality. The following criterion was used in designing the stormwater management system: • Post -development peak runoff rate from the site for the 2, 10 and 100 -year 24-hour Type H storm events must not be greater than the pre -development condition rates per City and RPBCWD requirements. • Post -development peak runoff rate for the 100 -year 10 -day Type II snowmelt event must not be greater than the pre -development condition rate per RPBCWD. • Provide NURP storage in proposed ponds equivalent to 2.5" rainfall event runoff. • Storm water management plan must meet the City and RPBCWD non -degradation policy for storm water runoff quality where post -development nutrient loads cannot exceed those of existing conditions. • Meet RPBCWD Abstraction Requirement of 1.1" of runoff from impervious surfaces. o Provide a minimum of 60% annual removal efficiency for total phosphorus o Provide a minimum of 90% annual removal efficiency for total suspended solids Alliant Engineering, eering Inc. Page 1 of 6 215-0119 Foxwood Storm Water Management Plan May 6's, 2016 Runoff Rate Control Analysis All rate control calculations have been performed using the SCS method via HydroCAD software. Four rate control events were modeled including: the 2 -year, 10 -year and 100 -year, Type H 24-hour storm events and the 100 -year Type II 10 -Day snowmelt with precipitation amounts of 2.87, 4.26, 7.38 and 10.2 -inches were used, respectively. All existing and proposed curve numbers are based on the hydrologic soil group reported from the soil report borings. Additional borings will need performed on the south side of the property for more accurate results. Times of concentrations were estimated by the lag method and by using direct entry. Existing Conditions The existing site consists of a tree nursery with various pockets of small internal run -out wetlands and larger wetlands along the perimeter. Wetlands surround the site to the north, west, south, and southeast. A small portion of the site discharges to Hwy 101 to the east. The proposed plan preserves all of the onsite wetlands with the exception of a partial removal of Wetland 4A. Soil types were determined from the soils report borings and are modeled as type D, however, a pocket of B soils exist at SP5 appx 5' below the surface where proposed infiltration basin has been placed. The existing drainage map shows four outlet locations (Links — 101, W-1, W-3, and W-4). An additional link titled "Total" was created to show the overall discharge rate. These discharge locations remain consistent in the existing and proposed conditions to ensure an accurate comparison. An offsite area along the west property line drains onto the site has been included in the calculations. Please refer to the existing conditions drainage map and HydroCAD report for additional information and calculations. Pre -development runoff rates as calculated by HydroCAD are listed below: Site composite existing runoff rate as calculated by HvdroCAD are listed in the table below: 2 year (2.87" 24hr) 1 0.59 1 20.78 1 20.21 1 2.63 1 38.20 10 year (4.26" 24hr) 1.26 45.03 42.86 5.37 82.96 100 year (7.38" 24hr) 2.95 106.88 99.69 12.08 196.84 100 -year snow melt 0.61 29.65 22.02 2.23 53.97 Proposed Conditions The proposed development conditions analysis utilizes the same outer bounds as the existing model. The proposed conditions model will compare the same four outlet locations and one combined outlet titled "Total". Impervious surface will be increased due to development within the site boundary. The proposed conditions has an on-site impervious surface area of 6.692acres. Even though there is an increase in impervious surface, the direct peak runoff will be significantly reduced by the addition of the proposed storm water BMP's in place. The addition of the proposed curb, gutter, and storm sewer infrastructure will result in the capture of Alliant Engineering, Inc. Page 2 of 6 215-0119 Foxwood Storm Water Management Plan May 6", 2016 all connected impervious surface and the majority of the new impervious area runoff created by the development. The proposed storm sewer that captures runoff from the new impervious will be routed to one new NURP pond or to one of two new infiltration basins. The overall effectiveness of these burp's will meet or exceed the 90% Total Suspended Solids and 60% Total Phosphorus based on modeling of actual rainfall events. The proposed condition peak runoff rates for the modeled storm events have been reduced from those of the pre -development conditions for the 2, 10, 100 -year events. Please refer to the proposed conditions drainage map and HydroCAD reports for proposed drainage areas and calculations. The proposed runoff rates and 100 year high water levels as calculated by HydroCAD are listed below for comparison: Site com site ro 2 year (2.87" 24hr) 30 year (4.26" 24hr) 100 year (7.38" 24hr) 100 -year snow melt (10.20" 240hr) Pond 1 HWL-907.31 IB -1 HWL-897.43 I13-2 HWL — 895.64 runoff rate as calculated by HvdroCAD are listed in the table below: 0.59 10.7 1 16.53 1 2.10 1 29.15 1.26 21.21 27.23 4.40 53.49 2.95 63.55 46.46 10.17 121.54 0.61 26.49 19.58 2.45 49.02 Storm Water Ouality/Detendon Pond Data Infrltration/Volume Control The project is required to provide volume control (abstraction) in accordance with the Riley Purgatory Bluff Creek Watershed District. The Foxwood development creates 6.692 acres of new impervious. 1.1 inches over new impervious area results in a required infiltration volume of 26,718 cf. All connected impervious directed through the infiltration basins will be pre-treated by forebays sized to approximately 10% of the surface area. A rock weeper will be placed between the forebay and infiltration basin to promote sedimentation by reducing flow velocity entering the basin. Due to soil boring findings, it is know that SM soils exist at the proposed infiltration basin 1 elevation, therefore, an infiltration rate of 0.45 in/hr. has been provided. Additional soil borings will need to be completed to reveal the soil conditions near Infiltration Basin 2. According to the web soil survey B soils are present in this location, however, for conservative measures C soils were utilized permitting a 0.2 in/hr. rate. A NURP pond is proposed in the northeast comer of the site and will provide pretreatment prior to discharging to Wetland 1. Infiltration was not proposed in this area due to the D soil conditions. Although infiltration is not proposed in conjunction with the pond, abstraction prior to entering Wetland 1 is still being accomplished via Infiltration Basin 1. It should also be noted that a significant amount of existing tree cover is being preserved at placed within outlets (as shown in the preliminary plat). This preservation could potentially be considered for a conservation or wetland buffer credit. This design does not incorporate such credit but could be explored in the future. Alliant Engineering, Inc. Page 3 of 6 215-0119 Foxwood Storm Water Management Plan May 6's, 2016 NURP Design The proposed detention pond has been designed to meet the permanent pool volume requirements using NURP standards. The standards state that the pond must provide a `dead pool' volume that meets or exceeds the runoff from the 2 -year, 2.5" rainfall event over the onsite contributing watershed. The 2.5" water quality volume required and provided below the normal water level is listed below. Please see the attached HydroCAD model for the 2.5" water quality event summary for additional calculations. NURP Water J)ualily Volume Summar : AC- Poild Volume Required VOILIme Provided P-1 0.76 0.84 Rater Quality To analyze the annual removal efficiencies, a Walker P8 model was used. The table below provides the analysis of the TSS and TP annual removal efficiencies along with existing and proposed annual loading rates. Please see the calculations in the appendix for additional information. TSS and TP efficiencies as calculated by P8 Model: SITE 1 90.1% 1 75.4% including direct runoff TSS and TP lbs. / r. as calculated by P8 Model: Overall - , Existing 914.5 4.9 Proposed 655.3 4.8 The overall effectiveness of these limp's will meet or exceed the 90% Total Suspended Solids and 60% Total Phosphorus based on modeling of actual rainfall events. Alliant Engineering, Inc Page 4 of 6 215-0119 Foxwood Storm Water Management Plan May 6'", 2016 Erosion and Sediment Control Plan Refer to the Storm water Pollution Prevention Plan (SWPPP) plan sheets for the erosion and sediment control plan for the project. Best Management Practices will be utilized to ensure proper erosion and sediment control. A SWPPP narrative will also be provided prior to starting of mass grading work. Please call me at 612-767-9355 or email me at aarmstrong@alliant-ine.com with any questions or comments regarding storm water issues for the Foxwood Development. Sincerely, Alyssa Armstrong EIT Alliant Engineering Inc. CC: File 150119 Alliant Engineering, eering, Inc. Pa eg 5 of 6 215-0119 Foxwood Storm Water Management Plan May 6'h, 2016 NONA Atlas 14 Rainfall Data Drainage Maps EvIi ►11 ►1 • Existing Conditions • Proposed Conditions Rate Control HydroCAD Reports • Existing Conditions • Proposed Conditions Volume Control NURP Design • HydroCAD Storage Table • Infiltration Summary Table • HydroCAD Report TSS/TP Water Quality Calculations • Walker P8 Existing Condition Analysis • Walker P8 Proposed Condition Analysis Storm Sewer Sizing Spreadsheet Geotechnical Report Alliant En ing eerinp Inc Pace 6 of 6 215-0119 NOAA Atlas 14, Volume 8, Version 2 Location name: Chanhassen, Minnesota, US' If 1111011111"A Latitude: 44.8378°, Longitude: -93.5406° Elevation: 903 It' ' source: Google Maps POINT PRECIPITATION FREQUENCY ESTIMATES Santa Penta, Deborah Martin, Sandra Pavlovc, Ishan Roy, Mitllael SL Laurent, Can Trypaluk Dale Unruh, Michael Yekta, GeoBery Bonnin NOAH, National Weather Sernce, Silver Spnng, Maryland PF tabular I PF graphical I Maps 8 aerials PF tabular cipitation frequency estimates with 90% confidence intervalAvera 9=�� a recurrence Interval can�10 25 50 100 200 500 1000 0.354 0.421 0.536 0.638 0.785 0.908 1.03 1.17 1.35 1.50 5 -min (0.273-0.458 0.324-0.545) (0.411-0.696 0.486-0.830) (0.584-1.06) (0.657-1.23 0.725-1.43 0.787-1.65) (0.879-1.95) (0.949-2 19 0519 0.617 0.786 0.934 1.15 1.33 1.51 1.71 1.98 2.20 10 -min (0.400-0.671 0.475-0.798) (0.602-1.02) (0.712-1.22) (0.8561.55) (0.962-1.80 (1.06-2.09) (1.18-2.42) (1.29-2.86) (1.39-3.20) 0.633 0.752 0.958 1.14 1.40 1.62 1.84 2.-08--IF-2 4-1 2.68 15 -min I (0.487-0.819 KO.578-0.974) (0.736124) 11 (0.8691.48) (1.04-1.89) (1.17-2.20) (1.29-2.55) (1.41-2.95) 11 (1.57-3.49)11(1.70-3.90) 0.891 1.06 1.36 1.63 2.01 2.33 2.66 3.01 3.49 3.88 30•min J(011 (0.8191.38) (1.061.77) 11 (124-2.12) 1(1.50-2.71)11(1,69-3.16) (1.87-3.68) (2.03-4.26) (2.27-5.05) (2.465.65) 1.16 1.38 1.78 2.15 2.71 3.19 3.70 4.27 5.07 5.72 60�)n (0.89&1.50) (1.061.79) (1.37-2.31) (1.642.80) (2.0&3.69 ) ( 2.32-4.37) (2.615.16) (2.8%.07 ) ( 3.307.36) (3.62-8.33) 1A3 1.70 2.20 2.67 3.41 4.05 4.75 5.52 6.64 7.55 2 -hr (1.11-7.83) (1.32-2.17) (1702.82) (2.063.44 ) ( 2.594.62 ) ( 2.99-5.51) (3.39-6.59) (3.797.81 ) ( 4.38-9.58 ) (4.83-10.9 ) 1.59 1.88 2.45 2.99 3.87 4.63 SA8 6.43 7.82 8.96 3 -hr (1.262.03) (1.47-2.40) 11 (1.91-3.12) 11 (2.32-3.83) (2.965.23) (3.450.29) (3.967.58) (4.469.08) (5.2011.3) (5.77-12.9) 1.88 2.20 2.85 3.50 ---4-.54-7-546----0-76-6-9-3-6 10.8 6 -hr (1.492.%) (1.742.77) (2.25-3.60) (2.744.43) (3.53-6.10) (4.12-7.37) (4.730.92) (5.36-10.7) (6.3013.4) (7.01-15.4) 2.13 2.53 3.26 3.96 5.04 5.98 7.01 8.14 9.78 11.1 12 -hr (1.71-2.65) (2.02-3.14) (2.60-4,07)11(3.14,4.95) ) ( 3.946.65 1 (4.54-7.93) (5.14-9.48) (5.74-11.3) (6.6113.8) (7.31-15.8) 2.50 2.87 3.57 5.35 6.31 7.38 8.56 10.3 11.7 24 -hr (2.02-3.07)2.32-3.53 (2.88.4.41) 11 (3.42-5.28) 1(4.24-7.00)11(4.85-8.30) 5.48-9.90 (6.11-11.7) (7.06-14.4) (7.78-16.5) 3.26 291 3.95 4.63 5.72 6.69 7.77 8.98 10.7 12.2 2 -day (2.38-3.54) 1 (2.67-3.97) 11 (3.22-4.82)11(3.76-5.67) 1(4.58-7.40)11(5.21-8.71) (5.84-10.3) (6.48-12.2) (7.46-15.0) (8.2017.0) -315--JF-3.54 428 5.00 6.12 7.11 &19 9.40 11.1 12.6 3-0ay (2.603.81) 1 (2.92-428) j (3.52-5.19) 1 (4.080.08) 11(4.92-7.84)11(5.56-9.17) (6.1910.8) 1(6,82-12.7)11(7.78-15.4)11(8,51-17.51 3.95 3.78 4.58 5.34 6.50 7.50 &58 9.79 11.5 12.9 4-0ey (2 .78-4.03) (3.13-4.55) (3.78-5.53) 38 (4.-6.47) (5.23.8.25) (5.88-9.61) (6.51-11.2) (7.12-13.1) (8.0615.8) (8.7617.8) 3.88 4.41 5.35 6.18 7.43 8.46 9.55 10.7 12.4 13.7 7-aay (3.25-4.82) (3.695.26) (4.466.39) (5.12-7.42) (6.00-9.28) (6.67-10.7) (7.29-12.4) (7.8614.2) (8.73-16.8) (9.3918.8) 4.39 4.99 6.00 6.89 8.19 9.24 -103-IF-11-51F 14.4 10-dey (3.705.20) (4.195.91) (5.03-7.14) (5.768.23)11(6.64-10.1)11(7.32-11.6) .13.1 1(7.92-13.3)11(8.46-15.1)1(9,28-17.7)11(9.91-19.71 6.00 6.72 7.91 8.92 10.3 11A 12.5 13.6 15.1 16.3 20 (5.11-7.02) 1 (5.72-7.88) 11 (6.71-9.30) (7.52-10.5) 1(8.43-12.5)11(9.11-14.1) (9.66-15.8) (10.1-17.7) (10.620.2) (11.422.1) 7•'00 8.26 9.64 10.8 12.3 13A 14.6 15.7 17.2 18.2 30-dey (6.368.60) (7.08-9.61) (8.2411.3) (9.1612.6)1(10.1-14.8)11(10.8-16.4) (11.3-18.3)1(11.7-20.2)11(12.3-22.7)11(12.8-24.6) 9.20 10.3 12.0 13.4 15.1 F-1-7-6--JF-18-8-JF-2O-2-]F-2T2- 45 -day 11 (7.9610.6) 1 (8.88-11.9) 1 (10313.9) 11 (11.415.5) (12.5-18.0) (13.2-19.8) (13.8-21.8) (14.1-24.0) 1(14.6-26.5)11(15.0-28.5)1 10.8 12.1 14.1 15.7 17.9 19.2 20.5 21.7 23.1 24.1 60 -day (9.34-12.4)(10.5-13.9)(12.2-16.3)(13518.2) (14.7-21.0)11(15.5-23.1)(16.1-25.3) (16.3-27.5) (16.630.2) (17.1-32.3) Precipitation frequency (PF) estimates in this table are based on frequency analysis of partial duration series (PDS). umbers in parenthesis are PF estimates at lower and upper bounds of the 90% confidence interval. The probability that precipitation frequency stimates (for a given duration and average recumence interval) will be greater than the upper bound (or less than the lower bound) is 5%. Estimates at upper bounds are not checked against probable maximum precipitation (PMP) estimates and may be higher than currently valid PMP values. lease refer to NOAA Atlas 14 document for more information. Back to Top PF graphical It 5 Average recurrence mtenal (years) 2 -- 5 10 — 25 50 100 — 200 — 500 1000 Duration — 6 -min 1 1 1 I — 4 -day — 30 -min — 7 -day 1 1 I 1 20 ...:...: — 3fir .....:.....:.........:.....:......:......; — 6 -hr — 45 -day — 12 -hr — 60 -day _....:..:. I National Forest --( Z . St C" L a� I Willmar - Minneapolis' l w15 _....:.....:.....:.....:. j l o Blpomington — ° 1 _:... _:..._._.. oinga I Mankato I Rochester Winona 0 _. © © La Crosse 0' 0 0 10 ..... ...:.....:.... C C C C T TTT T T T E t t s m n m m w m n M m m M A= Ih Ib � n v o v o N a vl o ry rh d Duration It 5 Average recurrence mtenal (years) 2 -- 5 10 — 25 50 100 — 200 — 500 1000 Duration — 6 -min — 2 -day — 10 -min — 3 -day 15-trlln — 4 -day — 30 -min — 7 -day — 50 -mm — 10 -day — 24h1 — 2"ay — 3fir — 30 -day — 6 -hr — 45 -day — 12 -hr — 60 -day — 244Y 1 2 5 10 25 50 100 200 500 Um BackTop t Average recurrence interval ez rsT-- NOAA Atlas 14, Volume S. Version 2 Map Created rAw: Wed May 612:04:13 2016 Small scale terrain Ferguss Falls ^ _ MINNESOTA Chequamegon I National Forest --( Alexandriao . St C" a� I Willmar - Minneapolis' l Minnetonk o O oSt Paul �� Eau Claire j l o Blpomington — ° 1 I y Marshall oinga I Mankato I Rochester Winona 0 _. © © La Crosse 0' 0 I Austin ix Fags d f6o9le 1 Wk. Maparnp4dPOMepomgle Large scale terrain p �y C Yv .. V8/A/py Vbw ay Chanhassen c 6 ' Eden e F � Lyman a:.a �21z r110, f 'v P � i JY/Y�r 101 f.i �' �/1'.+t`��y t��•Fln CUu v QOM 1 Go gle ° /2km Map Back to Too US Department of Commerce National Oceanic and Atmospheric Administration National Weather Service National Water Center 1325 East West Highway Silver Spring, MD 20910 Large scale map vaw�.YYwb � 4' a ' G Chanhassen © ¢r Eden irmma- b zlz 212 101 04 Flylnq GlW Go glee° 24m Map MOaflPBa6 Back to Too US Department of Commerce National Oceanic and Atmospheric Administration National Weather Service National Water Center 1325 East West Highway Silver Spring, MD 20910 W-1 WETLAND 1 a D -W4 78 W-4 WETLAND 4 FOXWOOD EXISTING CONDITIONS DRAINAGE & COVER MAP DATE: 5-6-16 DRAWN BY: MPR 11 ALLIANT r wa,werr,wa k lw_ll �, WETLAND 0' 60, 160' DATE: 5-6-16 A L L I A N T / ... Ixu.... �J —DRAINAGE AREA (AC) WETLAND 3 10.00 tZ sl —COMPOSITE CURVE NUMBER (CN) `DRAINAGE AREA NAME t YY J / FOXWOOD WETLAND 1 wrTo, an� WETLAND 4 W-4 WETLAND 4 PROPOSED CONDITIONS DRAINAGE & COVER MAP 6) �, LEGEND 0' 60, 160' DATE: 5-6-16 A L L I A N T / ... Ixu.... —DRAINAGE AREA (AC) WETLAND 3 10.00 tZ sl —COMPOSITE CURVE NUMBER (CN) `DRAINAGE AREA NAME / YY J / IIJ111111111111111 ONSITE DRAINAGE DELINEATION WETLAND 3 OFFSITE DRAINAGE DEDNEATION DRAINAGE DELINEATION (29.9] AC) \ \ DRAINAGE DIRECTION \ �F INFILTRATION BASIN '\ \ PROPOSED TREE COVER NEW IMPERVIOUS SURFACE (6.692 AC) •" oEXISTING WETLAND POND L1J;,AJ mil �•-� ��I r D 01 0.35 6) �, LEGEND 0' 60, 160' DATE: 5-6-16 A L L I A N T / ... Ixu.... —DRAINAGE AREA (AC) WETLAND 3 10.00 tZ sl —COMPOSITE CURVE NUMBER (CN) `DRAINAGE AREA NAME / YY J / IIJ111111111111111 ONSITE DRAINAGE DELINEATION WETLAND 3 OFFSITE DRAINAGE DEDNEATION DRAINAGE DELINEATION (29.9] AC) \ \ DRAINAGE DIRECTION \ INFILTRATION BASIN '\ \ PROPOSED TREE COVER NEW IMPERVIOUS SURFACE (6.692 AC) •" oEXISTING WETLAND POND r N 0' 60, 160' DATE: 5-6-16 A L L I A N T DRAWN BY: MPR ... Ixu.... 101 D-101 Aon Llnl< 101 Runoff to Hwy 101 Runoff to W1 3 Runoff to W3 OFF Offiste Runoff to W-3 W-4 Q--- jj4 Wetland 4 Runoff to W4 Subcat Reach edrn Prepared by {enter your company name here} HydroCAD® 10.00-16 s/n 01427 © 2015 HvdroCAD Software Foxwood -EDRN Type// 24 -hr 2 -year Rainfall=2.87' Summary for Subcatchment D-101: Runoff to Hwy 101 Runoff = 0.59 cfs @ 11.96 hrs, Volume= 0.026 af, Depth= 0.88" Printed 5/6/2016 Runoff by SCS TR -20 method, UH=SCS, Split Pervious/Imperv., Time Span= 0.00-250.00 hrs, dt= 0.01 hrs Type II 24 -hr 2 -year Rainfall=2.87" Area (ac) CN Description 0.000 98 Roofs, HSG D 0.206 77 Woods, Good, HSG D 0.000 98 Wetland 0.146 73 Brush, Good HSG D 0.352 75 Weighted Average 0.352 75 100.00% Pervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (f 1ft) (f /sec) (cfs) 4.2 225 0.0710 0.89 Lag/CN Method, Summary for Subcatchment D -W1: Runoff to W1 Runoff = 20.78 cfs @ 12.07 hrs, Volume= 1.350 af, Depth= 0.92" Runoff by SCS TR -20 method, UH=SCS, Split Pervious/Imperv., Time Span= 0.00-250.00 hrs, dt= 0.01 hrs Type II 24 -hr 2 -year Rainfall=2.87" Area (ac) CN Description 0.141 98 Roofs, HSG D 6.801 77 Woods, Good, HSG D 0.289 98 Wetland 10.377 73 Brush, Good, HSG D 17.608 75 Weighted Average 17.178 75 97.56% Pervious Area 0.430 98 2.44% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (f /sec) (cfs) 13.8 750 0.0450 0.90 Lag/CN Method, Summary for Subcatchment D -W3: Runoff to W3 Runoff = 17.88 cfs @ 11.98 hrs, Volume= 0.852 af, Depth= 0.95' Runoff by SCS TR -20 method, UH=SCS, Split Pervious/Imperv., Time Span= 0.00-250.00 hrs, dt= 0.01 hrs Type 11 24 -hr 2 -year Rainfall=2.87" edrn Prepared by {enter your company name Area (ac) CN Descriotion Foxwood - EDRN Type 11 24 -hr 2 -year Rainfall=2.87' Printed 5/6/2016 0.079 98 Roofs, HSG D 9.072 77 Woods, Good, HSG D * 0.065 98 Wetland 1.524 73 Brush, Good, HSG D 10.740 77 Weighted Average 10.596 76 98.66% Pervious Area 0.144 98 1.34% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 0.026 6.2 475 0.0950 1.27 Lag/CN Method, Summary for Subcatchment D -W4: Runoff to W4 Runoff = 2.63 cfs @ 11.92 hrs, Volume= 0.104 af, Depth= 0.98" Runoff by SCS TR -20 method, UH=SCS, Split Pervious/Imperv., Time Span= 0.00-250.00 hrs, dt= 0.01 hrs Type II 24 -hr 2 -year Rainfall=2.87" Area (ac) CN Descriotion 0.000 98 Roofs, HSG D 1.245 77 Woods, Good, HSG D * 0.000 98 Wetland 0.026 73 Brush, Good HSG D 1.271 77 Weighted Average 1.271 77 100.00% Pervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 1.7 150 0.2000 1.47 Lag/CN Method, Summary for Subcatchment OFF: Offiste Runoff to W-3 Runoff = 2.50 cfs @ 12.01 hrs, Volume= 0.134 af, Depth= 0.78" Runoff by SCS TR -20 method, UH=SCS, Split Pervious/Imperv., Time Span= 0.00-250.00 hrs, dt= 0.01 hrs Type II 24 -hr 2 -year Rainfall=2.87' Area (ac) CN Descriotion 0.000 98 Roofs, HSG D 0.005 77 Woods, Good, HSG D * 0.000 98 Wetland 2.054 73 Brush. Good. HSG D 2.059 73 Weighted Average 2.059 73 100.00% Pervious Area edrn Prepared by {enter your company name Foxwood - EDRN Type 1124 -hr 2 -year Rainfall=2.87' Printed 5/6/2016 Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 8.6 334 0.0360 0.65 Lag/CN Method, Summary for Link 101: Direct Runoff to 101 Inflow Area = 0.352 ac, 0.00% Impervious, Inflow Depth = 0.88" for 2 -year event Inflow = 0.59 cfs @ 11.96 hrs, Volume= 0.026 of Primary = 0.59 c s @ 11.96 hrs, Volume= 0.026 af, Atten= 0%, Lag= 0.0 min Primary outflow = Inflow, Time Span= 0.00-250.00 hrs, dt= 0.01 hrs Summary for Link T: Total Inflow Area = 32.030 ac, 1.79% Impervious, Inflow Depth = 0.92" for 2 -year event Inflow = 38.20 cfs @ 12.00 hrs, Volume= 2.465 of Primary = 38.20 cfs @ 12.00 hrs, Volume= 2.465 af, Atten= 0%, Lag= 0.0 min Primary outflow = Inflow, Time Span= 0.00-250.00 hrs, dt= 0.01 hrs Summary for Link W-1: Wetland 1 Inflow Area = 17.608 ac, 2.44% Impervious, Inflow Depth = 0.92" for 2 -year event Inflow = 20.78 cfs @ 12.07 hrs, Volume= 1.350 of Primary = 20.78 cfs @ 12.07 hrs, Volume= 1.350 af, Atten= 0%, Lag= 0.0 min Primary outflow = Inflow, Time Span= 0.00-250.00 hrs, dt= 0.01 hrs Summary for Link W-3: Wetland 3 Inflow Area = 12.799 ac, 1.13% Impervious, Inflow Depth= 0.92" for 2 -year event Inflow = 20.21 cfs @ 11.98 hrs, Volume= 0.985 of Primary = 20.21 cfs @ 11.98 hrs, Volume= 0.985 af, Atten= 0%, Lag= 0.0 min Primary outflow = Inflow, Time Span= 0.00-250.00 hrs, dt= 0.01 hrs Summary for Link W-4: Wetland 4 Inflow Area = 1.271 ac, 0.00% Impervious, Inflow Depth = 0.98" for 2 -year event Inflow = 2.63 cfs @ 11.92 hrs, Volume= 0.104 of Primary = 2.63 cfs 11.92 hrs, Volume= 0.104 af, Atten= 0%, Lag= 0.0 min Primary outflow= Inflow, Time Span= 0.00-250.00 hrs, dt= 0.01 hrs edrn Prepared by {enter your company name HvdroCAD® 10.00-16 s/n 01427 n 2015 Hvdr Foxwood - EDRN Type 1124 -hr 10 -year Rainfall=4.26" Summary for Subcatchment D-101: Runoff to Hwy 101 Runoff = 1.26 cfs @ 11.95 hrs, Volume= 0.055 af, Depth= 1.86" Printed 5/6/2016 Runoff by SCS TR -20 method, UH=SCS, Split Perviousllmperv., Time Span= 0.00-250.00 hrs, dt= 0.01 hrs Type II 24 -hr 10 -year Rainfall=4.26" Area (ac) CN Descriotion 0.000 98 Roofs, HSG D 0.206 77 Woods, Good, HSG D 0.000 98 Wetland 0.146 73 Brush Good HSG D 0.352 75 Weighted Average 0.352 75 100.00% Pervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 4.2 225 0.0710 0.89 Lag/CN Method, Summary for Subcatchment D -WI: Runoff to W1 Runoff = 45.03 cfs @ 12.06 hrs, Volume= 2.813 af, Depth= 1.92" Runoff by SCS TR -20 method, UH=SCS, Split Pervious/Imperv., Time Span= 0.00-250.00 hrs, dt= 0.01 hrs Type II 24 -hr 10 -year Rainfall=4.26" Area (ac) CN Descriotion 0.141 98 Roofs, HSG D 6.801 77 Woods, Good, HSG D ` 0.289 98 Wetland 10.377 73 Brush, Good, HSG D 17.608 75 Weighted Average 17.178 75 97.56% Pervious Area 0.430 98 2.44% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 13.8 750 0.0450 0.90 Lag/CN Method, Summary for Subcatchment D -W3: Runoff to W3 Runoff = 37.43 cfs @ 11.98 hrs, Volume= 1.761 af, Depth= 1.97" Runoff by SCS TR -20 method, UH=SCS, Split Pervious/Imperv., Time Span= 0.00-250.00 hrs, dt= 0.01 hrs Type 11 24 -hr 10 -year Rainfall=4.26" edrn by {enter your company name here} 10.00-16 s/n 01427 n 2015 HvdroCAD Area (ac) CN Description Foxwood - EDRN Type// 24 -hr 10 -year Rainfall=4.26" Printed 5/6/2016 0.079 98 Roofs, HSG D 9.072 77 Woods, Good, HSG D 0.065 98 Wetland 1.524 73 Brush, Good HSG D 10.740 77 Weighted Average 10.596 76 98.66% Pervious Area 0.144 98 1.34% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 6.2 475 0.0950 1.27 Lag/CN Method, Summary for Subcatchment D -W4: Runoff to W4 Runoff = 5.37 cfs @ 11.92 hrs, Volume= 0.214 af, Depth= 2.02" Runoff by SCS TR -20 method, UH=SCS, Split Pervious/Imperv., Time Span= 0.00-250.00 hrs, dt= 0.01 hrs Type II 24 -hr 10 -year Rainfall=4.26" Area (ac) CN Description 0.000 98 Roofs, HSG D 1.245 77 Woods, Good, HSG D 0.000 98 Wetland 0.026 73 Brush, Good HSG D 1.271 77 Weighted Average 1.271 77 100.00% Pervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 2.054 1.7 150 0.2000 1.47 Lag/CN Method, Summary for Subcatchment OFF: Offiste Runoff to W-3 Runoff = 5.73 cfs @ 12.01 hrs, Volume= 0.295 af, Depth= 1.72" Runoff by SCS TR -20 method, UH=SCS, Split Pervious/Imperv., Time Span= 0.00-250.00 hrs, dt= 0.01 hrs Type II 24 -hr 10 -year Rainfall=4.26" Area (ac) CN Description 0.000 98 Roofs, HSG D 0.005 77 Woods, Good, HSG D 0.000 98 Wetland 2.054 73 Brush, Good HSG D 2.059 73 Weighted Average 2.059 73 100.00% Pervious Area edrn Prepared by {enter your company name Foxwood - EDRN Type 1124 -hr 10 -year Rainfall=4.26" Printed 5/6/2016 Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 8.6 334 0.0360 0.65 Lag/CN Method, Summary for Link 101: Direct Runoff to 101 Inflow Area = 0.352 ac, 0.00% Impervious, Inflow Depth = 1.86" for 10 -year event Inflow = 1.26 cfs @ 11.95 hrs, Volume= 0.055 of Primary = 1.26 cfs 11.95 hrs, Volume= 0.055 af, Atten= 0%, Lag= 0.0 min Primary outflow = Inflow, Time Span= 0.00-250.00 hrs, dt= 0.01 hrs Summary for Link T: Total Inflow Area = 32.030 ac, 1.79% Impervious, Inflow Depth = 1.92" for 10 -year event Inflow = 82.96 cfs @ 12.00 hrs, Volume= 5.137 of Primary = 82.96 cfs @ 12.00 hrs, Volume= 5.137 af, Atten= 0%, Lag= 0.0 min Primary outflow = Inflow, Time Span= 0.00-250.00 hrs, dt= 0.01 hrs Summary for Link W-1: Wetland 1 Inflow Area = 17.608 ac, 2.44% Impervious, Inflow Depth = 1.92" for 10 -year event Inflow = 45.03 cfs @ 12.06 hrs, Volume= 2.813 of Primary = 45.03 cfs @ 12.06 hrs, Volume= 2.813 af, Atten= 0%, Lag= 0.0 min Primary outflow = Inflow, Time Span= 0.00-250.00 hrs, dt= 0.01 hrs Summary for Link W-3: Wetland 3 Inflow Area = 12.799 ac, 1.13% Impervious, Inflow Depth= 1.93" for 10 -year event Inflow = 42.86 cfs @ 11.98 hrs, Volume= 2.056 of Primary = 42.86 cfs @ 11.98 hrs, Volume= 2.056 af, Atten= 0%, Lag= 0.0 min Primary outflow = Inflow, Time Span= 0.00-250.00 hrs, dt= 0.01 hrs Summary for Link W-4: Wetland 4 Inflow Area = 1.271 ac, 0.00% Impervious, Inflow Depth = 2.02" for 10 -year event Inflow = 5.37 cfs 11.92 hrs, Volume= 0.214 of Primary = 5.37 cfs 11.92 hrs, Volume= 0.214 af, Atten= 0%, Lag= 0.0 min Primary outflow = Inflow, Time Span= 0.00-250.00 hrs, dt= 0.01 hrs edrn Prepared by {enter your company name Foxwood - EDRN Type 1124 -hr 100 -year Rainfall=7.38" Summary for Subcatchment D-101: Runoff to Hwy 101 Runoff = 2.95 cfs @ 11.95 hrs, Volume= 0.132 af, Depth= 4.49" Printed 5/6/2016 Runoff by SCS TR -20 method, UH=SCS, Split Pervious/Imperv., Time Span= 0.00-250.00 hrs, dt= 0.01 hrs Type 1124 -hr 100 -year Rainfall=7.38" Area (ac) CN Description 0.000 98 Roofs, HSG D 0.206 77 Woods, Good, HSG D 0.000 98 Wetland _ 0.146 73 Brush, Good HSG D 0.352 75 Weighted Average 0.352 75 100.00% Pervious Area Tc Length Description 4.2 225 0.0710 0.89 Lag/CN Method, Summary for Subcatchment D -WI: Runoff to W1 Runoff = 106.88 cfs @ 12.06 hrs, Volume= 6.678 af, Depth= 4.55' Runoff by SCS TR -20 method, UH=SCS, Split Pervious/Imperv., Time Span= 0.00-250.00 hrs, dt= 0.01 hrs Type II 24 -hr 100 -year Rainfall=7.38" Area (ac) CN Description 0.141 98 Roofs, HSG D 6.801 77 Woods, Good, HSG D 0.289 98 Wetland 10.377 73 Brush, Good, HSG D 17.608 75 Weighted Average 17.178 75 97.56% Pervious Area 0.430 98 2.44% Impervious Area Tc Length Slope Velocity min) (feet) (ft/ft) (ft/sec) 13.8 750 0.0450 0.90 Description Lag/CN Method, Summary for Subcatchment D -W3: Runoff to W3 Runoff = 86.15 cfs @ 11.97 hrs, Volume= 4.145 af, Depth= 4.63" Runoff by SCS TR -20 method, UH=SCS, Split Pervious/Imperv., Time Span= 0.00-250.00 hrs, dt= 0.01 hrs Type 11 24 -hr 100 -year Rainfall=7.38" Foxwood EDRN edrn Type 1124 -hr 100 -year Rainfall=7.38" Prepared by {enter your company name here} Printed 5/6/2016 HydroCAD® 10.00-16 s/n 01427 © 2015 HydroCAD Software Solutions LLC Page 9 Area (ac) CN Description 0.079 98 Roofs, HSG D 9.072 77 Woods, Good, HSG D 0.065 98 Wetland 1.524 73 Brush Good, HSG D 10.740 77 Weighted Average 10.596 76 98.66% Pervious Area 0.144 98 1.34% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 6.2 475 0.0950 1.27 Lag/CN Method, Summary for Subcatchment D -W4: Runoff to W4 Runoff = 12.08 cfs @ 11.92 hrs, Volume= 0.499 af, Depth= 4.71" Runoff by SCS TR -20 method, UH=SCS, Split Pervious/Imperv., Time Span= 0.00-250.00 hrs, dt= 0.01 hrs Type II 24 -hr 100 -year Rainfall=7.38" Area (ac) CN Description 0.000 98 Roofs, HSG D 1.245 77 Woods, Good, HSG D 0.000 98 Wetland 0.026 73 Brush, Good HSG D 1.271 77 Weighted Average 1.271 77 100.00% Pervious Area Tc Length Slope On) (feet) (ft/ft) 1.7 150 0.2000 Velocity Capacity Description 1.47 Lag/CN Method, Summary for Subcatchment OFF: Offiste Runoff to W-3 Runoff = 14.14 cfs @ 12.00 hrs, Volume= 0.732 af, Depth= 4.26" Runoff by SCS TR -20 method, UH=SCS, Split Pervious/Imperv., Time Span= 0.00-250.00 hrs, dt= 0.01 hrs Type II 24 -hr 100 -year Rainfall=7.38" Area (ac) CN Descriotion 0.000 98 Roofs, HSG D 0.005 77 Woods, Good, HSG D 0.000 98 Wetland 2.054 73 Brush, Good, HSG D 2.059 73 Weighted Average 2.059 73 100.00% Pervious Area edrn Prepared by {enter your company name h Foxwood - EDRN Type 1124 -hr 100 -year Rainfall=7.38" Printed 5/6/2016 Tc Length Slope Velocity Capacity Description min (feet) (ft/ft) (ft/sec) (cfs) 8.6 334 0.0360 0.65 Lag/CN Method, Summary for Link 101: Direct Runoff to 101 Inflow Area = 0.352 ac, 0.00% Impervious, Inflow Depth= 4.49" for 100 -year event Inflow = 2.95 cfs @ 11.95 hrs, Volume= 0.132 of Primary = 2.95 cfs 11.95 hrs, Volume= 0.132 af, Atten= 0%, Lag= 0.0 min Primary outflow = Inflow, Time Span= 0.00-250.00 hrs, dt= 0.01 hrs Summary for Link T: Total Inflow Area = 32.030 ac, 1.79% Impervious, Inflow Depth = 4.56" for 100 -year event Inflow = 196.84 cfs @ 11.99 hrs, Volume= 12.185 of Primary = 96.84 cf @ 11.99 hrs, Volume= 12.185 af, Atten= 0%, Lag= 0.0 min Primary outflow = Inflow, Time Span= 0.00-250.00 hrs, dt= 0.01 hrs Summary for Link W-1: Wetland 1 Inflow Area = 17.608 ac, 2.44% Impervious, Inflow Depth= 4.55" for 100 -year event Inflow 106.88 cfs @ 12.06 hrs, Volume= 6.678 of Primary = 06.88 cfs @ 12.06 hrs, Volume= 6.678 af, Atten= 0%, Lag= 0.0 min Primary outflow = Inflow, Time Span= 0.00-250.00 hrs, dt= 0.01 hrs Summary for Link W-3: Wetland 3 Inflow Area = 12.799 ac, 1.13% Impervious, Inflow Depth = 4.57" for 100 -year event Inflow = 99.69 cfs @ 11.98 hrs, Volume= 4.877 of Primary = 99.69 cfs @ 11.98 hrs, Volume= 4.877 af, Atten= 0%, Lag= 0.0 min Primary outflow = Inflow, Time Span= 0.00-250.00 hrs, dt= 0.01 hrs Summary for Link W-4: Wetland 4 Inflow Area = 1.271 ac, 0.00% Impervious, Inflow Depth = 4.71" for 100 -year event Inflow = 12.08 cfs @ 11.92 hrs, Volume= 0.499 of Primary = 12.08 cfs @ 11.92 hrs, Volume= 0.499 af, Atten= 0%, Lag= 0.0 min Primary outflow = Inflow, Time Span= 0.00-250.00 hrs, dt= 0.01 hrs edrn Prepared Foxwood - EDRN Type 1124 -hr 240.00 hrs 100 -year snowmelt Rainfall=10.20" AMC=4 {enter your company name here} 1.00-16 s/n 01427 © 2015 HvdroCAD Summary for Subcatchment D-101: Runoff to Hwy 101 Runoff = 0.61 cfs @ 119.06 hrs, Volume= 0.292 af, Depth= 9.96" Printed 5/6/2016 Runoff by SCS TR -20 method, UH=SCS, Split Pervious/Imperv., Time Span= 0.00-250.00 hrs, dt= 0.01 hrs Type II 24 -hr 240.00 hrs 100 -year snowmelt Rainfall= 10.20", AMC=4 Area (ac) CN Adl Description 0.000 98 Roofs, HSG D 0.206 77 Woods, Good, HSG D * 0.000 98 Wetland 0.146 73 Brush, Good HSG D 0.352 75 98 Weighted Average, AMC Adjusted 0.352 75 98 100.00% Pervious Area, AMC Adjusted Tc Length Slope Velocity Capacity Description 4.2 225 0.0710 0.89 Lag/CN Method, Summary for Subcatchment D -WI: Runoff to W1 Runoff = 29.65 cfs @ 119.16 hrs, Volume= 14.613 af, Depth= 9.96" Runoff by SCS TR -20 method, UH=SCS, Split Pervious/Imperv., Time Span= 0.00-250.00 hrs, dt= 0.01 hrs Type II 24 -hr 240.00 hrs 100 -year snowmelt Rainfall= 10.20", AMC=4 Area (ac) CN Adj Description 0.141 98 Roofs, HSG D 6.801 77 Woods, Good, HSG D * 0.289 98 Wetland 10.377 73 Brush, Good, HSG D 17.608 75 98 Weighted Average, AMC Adjusted 17.178 75 98 97.56% Pervious Area, AMC Adjusted 0.430 98 98 2.44% Impervious Area, AMC Adjusted Tc Length Slope Velocity Capacity Description 13.8 750 0.0450 0.90 Lag/CN Method, Summary for Subcatchment D -W3: Runoff to W3 Runoff = 18.51 cfs @ 119.08 hrs, Volume= 8.913 af, Depth= 9.96" Runoff by SCS TR -20 method, UH=SCS, Split Pervious/Imperv., Time Span= 0.00-250.00 hrs, dt= 0.01 hrs Type 11 24 -hr 240.00 hrs 100 -year snowmelt Rainfall= 10.20", AM C=4 edrn Prepared by {enter your Foxwood - EDRN Type 1124 -hr 240.00 hrs 100 -year snowmelt Rainfall=10.20" AMC=4 name Printed 5/6/2016 Area (ac) CN Adl Description 0.079 98 0.000 Roofs, HSG D 9.072 77 Roofs, HSG D Woods, Good, HSG D 0.065 98 98 Wetland _ 1.524 73 98 Brush, Good HSG D 10.740 77 98 Weighted Average, AMC Adjusted 10.596 76 98 98.66% Pervious Area, AMC Adjusted 0.144 98 98 1.34% Impervious Area, AMC Adjusted Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 6.2 475 0.0950 1.27 Lag/CN Method, Summary for Subcatchment D -W4: Runoff to W4 Runoff = 2.23 cfs @ 119.04 hrs, Volume= 1.055 af, Depth= 9.96" Runoff by SCS TR -20 method, UH=SCS, Split Pervious/Imperv., Time Span= 0.00-250.00 hrs, dt= 0.01 hrs Type II 24 -hr 240.00 hrs 100 -year snowmelt Rainfall= 10.20", AMC=4 Area (ac) CN Adi Description 0.000 98 0.005 Roofs, HSG D 1.245 77 98 Woods, Good, HSG D 0.000 98 Brush, Good, HSG D Wetland 0.026 73 2.059 Brush Good, HSG D 1.271 77 98 Weighted Average, AMC Adjusted 1.271 77 98 100.00% Pervious Area, AMC Adjusted Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 1.7 150 0.2000 1.47 Lag/CN Method, Summary for Subcatchment OFF: Offiste Runoff to W-3 Runoff = 3.52 cfs @ 119.11 hrs, Volume= 1.709 af, Depth= 9.96" Runoff by SCS TR -20 method, UH=SCS, Split Pervious/Imperv., Time Span= 0.00-250.00 hrs, dt= 0.01 hrs Type II 24 -hr 240.00 hrs 100 -year snowmelt Rainfall= 10.20", AMC=4 Area (ac) CN Adi Description 0.000 98 Roofs, HSG D 0.005 77 Woods, Good, HSG D 0.000 98 Wetland 2.054 73 Brush, Good, HSG D 2.059 73 98 Weighted Average, AMC Adjusted 2.059 73 98 100.00% Pervious Area, AMC Adjusted Foxwood - EDRN edrn Type 1124 -hr 240.00 hrs 100 -year snowmelt Rainfall=10.20" AMC=4 Prepared by {enter your company name here) Printed 5/6/2016 HydroCAD® 10.00-16 s/n 01427 © 2015 HvdroCAD Software Solutions LLC Paae 13 Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 8.6 334 0.0360 0.65 Lag/CN Method, Summary for Link 101: Direct Runoff to 101 Inflow Area = 0.352 ac, 0.00% Impervious, Inflow Depth = 9.96" for 100 -year snowmelt event Inflow = 0.61 cfs @ 119.06 hrs, Volume= 0.292 of Primary = 0.61 cfs 119.06 hrs, Volume= 0.292 af, Atten= 0%, Lag= 0.0 min Primary outflow = Inflow, Time Span= 0.00-250.00 hrs, dt= 0.01 hrs Summary for Link T: Total Inflow Area = 32.030 ac, 1.79% Impervious, Inflow Depth = 9.96" for 100 -year snowmelt event Inflow = 53.97 cfs @ 119.10 hrs, Volume= 26.583 of Primary = 53.97 cfs @ 119.10 hrs, Volume= 26.583 af, Atten= 0%, Lag= 0.0 min Primary outflow = Inflow, Time Span= 0.00-250.00 hrs, dt= 0.01 hrs Summary for Link W-1: Wetland 1 Inflow Area = 17.608 ac, 2.44% Impervious, Inflow Depth = 9.96" for 100 -year snowmelt event Inflow = 29.65 cfs @ 119.16 hrs, Volume= 14.613 of Primary = 29.65 cfs @ 119.16 hrs, Volume= 14.613 af, Atten= 0%, Lag= 0.0 min Primary outflow = Inflow, Time Span= 0.00-250.00 hrs, dt= 0.01 hrs Summary for Link W-3: Wetland 3 Inflow Area = 12.799 ac, 1.13% Impervious, Inflow Depth = 9.96" for 100 -year snowmelt event Inflow = 22.02 cfs @ 119.08 hrs, Volume= 10.622 of Primary = 22.02 cfs @ 119.08 hrs, Volume= 10.622 af, Atten= 0%, Lag= 0.0 min Primary outflow = Inflow, Time Span= 0.00-250.00 hrs, dt= 0.01 hrs Summary for Link W-4: Wetland 4 Inflow Area = 1.271 ac, 0.00% Impervious, Inflow Depth= 9.96" for 100 -year snowmelt event Inflow = 2.23 cfs @ 119.04 hrs, Volume= 1.055 of Primary = 2.23 cfs @ 119.04 hrs, Volume= 1.055 af, Atten= 0%, Lag= 0.0 min Primary outflow = Inflow, Time Span= 0.00-250.00 hrs, dt= 0.01 hrs 101 �— D-101 Su4 Reach Am Llnk to 101 Runoff to Hwy 101 Q-- D -W1 Runoff toWl D -1A Direct Runoff to Pt P-1 Pond 1 Es 3 Runoff to Pt D -2A &1 / 4 irect Runoff to 161 IB -1 ass Runoff toIB1 Runoff to W3D 3A rect Runoff to IB2 B d --Es \Runoff to 162 OFF D -3C Offiste Runoff to 1B2 Runoff to 1B2 W1} Q---- D-4 Wetland 4 Runoff to W4 Foxwood - PDRN pdrn Type 1124 -hr 2-yearRainfall=2.87" Prepared by {enter your company name here} Printed 5/6/2016 HydroCAD® 10.00-16 s/n 01427 @2015 HydroCAD Software Solutions LLC Page 2 Summary for Subcatchment D-101: Runoff to Hwy 101 Runoff = 0.59 cfs @ 11.96 hrs, Volume= 0.026 af, Depth= 0.88" Runoff by SCS TR -20 method, UH=SCS, Split Pervious/Imperv., Time Span= 0.00-250.00 hrs, dt= 0.01 hrs Type II 24 -hr 2 -year Rainfall=2.87" Area (ac) CN Descriotion 0.000 98 Roofs, HSG D 0.206 77 Woods, Good, HSG D 0.000 98 Wetland _ 0.146 73 Brush Good HSG D 0.352 75 Weighted Average 0.352 75 100.00% Pervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 4.2 225 0.0710 0.89 Lag/CN Method, Summary for Subcatchment D -1A: Direct Runoff to P1 Runoff = 2.46 cfs @ 12.02 hrs, Volume= 0.142 af, Depth= 1.60" Runoff by SCS TR -20 method, UH=SCS, Split Pervious/Imperv., Time Span= 0.00-250.00 hrs, dt= 0.01 hrs Type II 24 -hr 2 -year Rainfall=2.87" Area (ac) CN Descriotion 0.041 98 Roofs, HSG D 0.010 77 Woods, Good, HSG D 0.279 98 Pond 0.740 80 >75% Grass cover, Good, HSG D 1.070 85 Weighted Average 0.750 80 70.09% Pervious Area 0.320 98 29.91 % Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 10.0 Direct Entry, Summary for Subcatchment D-1 B: Runoff to P1 Runoff = 11.29 cfs @ 12.07 hrs, Volume= 0.783 af, Depth= 1.76" Runoff by SCS TR -20 method, UH=SCS, Split Pervious/Imperv., Time Span= 0.00-250.00 hrs, dt= 0.01 hrs Type 11 24 -hr 2 -year Rainfall=2.87' pdrn Prepared Foxwood - PDRN Type// 24 -hr 2 -year Rainfall=2.87' your company name here} s/n 01427 © 2015 HvdroCAD Software Solutions LLC Area (ac) CN Description 2.088 98 Roofs, HSG D 0.390 77 Woods, Good, HSG D 0.097 98 Wetland 2.753 80 >75% Grass cover, Good, HSG D 5.328 87 Weighted Average 3.143 80 58.99% Pervious Area 2.185 98 41.01% Impervious Area Tc Length Slope Velocity Capacity Description 15.0 Runoff = Direct Entry, Summary for Subcatchment D -2A: Direct Runoff to I81 3.73 cfs @ 12.02 hrs, Volume= 0.207 af, Depth= 1.27" Printed 5/6/2016 Runoff by SCS TR -20 method, UH=SCS, Split Pervious/Imperv., Time Span= 0.00-250.00 hrs, dt= 0.01 hrs Type II 24 -hr 2 -year Rainfall=2.87" Area (ac) CN Description 0.158 98 Roofs, HSG D 0.039 77 Woods, Good, HSG D 0.000 98 Wetland 1.751 80 >75% Grass cover, Good HSG D 1.948 81 Weighted Average 1.790 80 91.89% Pervious Area 0.158 98 8.11% Impervious Area Tc Length Slope Velocity Capacity Description 10.0 Direct Entry, Summary for Subcatchment D -2B: Runoff to 1B1 Runoff = 10.54 cfs @ 12.07 hrs, Volume= 0.732 af, Depth= 1.69" Runoff by SCS TR -20 method, UH=SCS, Split Pervious/Imperv., Time Span= 0.00-250.00 hrs, dt= 0.01 hrs Type II 24 -hr 2 -year Rainfall=2.87' Area (ac) CN Description 1.819 98 Roofs, HSG D 0.773 77 Woods, Good, HSG D 0.192 98 Wetland 2.406 80 >75% Grass cover, Good HSG D 5.190 87 Weighted Average 3.179 79 61.25% Pervious Area 2.011 98 38.75% Impervious Area Foxwood - PDRN pdrn Type 1124 -hr 2 -year Rainfall=2.87' Prepared by {enter your company name here} Printed 5/6/2016 HydroCAD® 10.00-16 s/n 01427 © 2015 HydroCAD Software Solutions LLC Page 4 Tc Length 15.0 Runoff = Capacity Description Direct Entry, Summary for Subcatchment D -3A: Direct Runoff to 1B2 2.54 cfs @ 12.02 hrs, Volume= 0.141 af, Depth= 1.28" Runoff by SCS TR -20 method, UH=SCS, Split Pervious/Imperv., Time Span= 0.00-250.00 hrs, dt= 0.01 hrs Type II 24 -hr 2 -year Rainfall=2.87" Area (ac) CN Descriotion 0.109 98 Roofs, HSG D 0.039 77 Woods, Good, HSG D 1.175 80 >75% Grass cover, Good, HSG D 1.323 81 Weighted Average 1.214 80 91.76% Pervious Area 0.109 98 8.24% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 10.0 Direct Entry, Summary for Subcatchment D -3B: Runoff to 1B2 Runoff = 5.75 cfs @ 12.07 hrs, Volume= 0.402 af, Depth= 1.90" Runoff by SCS TR -20 method, UH=SCS, Split Pervious/Imperv., Time Span= 0.00-250.00 hrs, dt= 0.01 hrs Type II 24 -hr 2 -year Rainfall=2.87" Area (ac) CN Descriotion 1.279 98 Roofs, HSG D 0.000 77 Woods, Good, HSG D 0.000 98 Wetland 1.260 80 >75% Grass cover. Good HSG D 2.539 89 Weighted Average 1.260 80 49.63% Pervious Area 1.279 98 50.37% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 15.0 Direct Entry, pdrn Prepared by {enter your company name here} Foxwood - PDRN Type// 24 -hr 2 -year Rainfall=2.87' Summary for Subcatchment D -3C: Runoff to 82 Runoff = 3.78 cfs @ 12.07 hrs, Volume= 0.264 af, Depth= 1.86" Printed 5/6/2016 Runoff by SCS TR -20 method, UH=SCS, Split Pervious/Imperv., Time Span= 0.00-250.00 hrs, dt= 0.01 hrs Type II 24 -hr 2 -year Rainfall=2.87' Area (ac) CN Descriotion 0.809 98 Roofs, HSG D 0.135 77 Woods, Good, HSG D 0.000 98 Wetland 0.759 80 >75% Grass cover. Good. HSG D 1.703 88 Weighted Average 0.894 80 52.50% Pervious Area 0.809 98 47.50% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 15.0 Direct Entry, Summary for Subcatchment D -W1: Runoff to W1 Runoff = 7.93 cfs @ 12.02 hrs, Volume= 0.438 af, Depth= 1.09" Runoff by SCS TR -20 method, UH=SCS, Split Pervious/Imperv., Time Span= 0.00-250.00 hrs, dt= 0.01 hrs Type II 24 -hr 2 -year Rainfall=2.87' Area (ac) CN Description 0.170 98 Roofs, HSG D 2.630 77 Woods, Good, HSG D 0.000 98 Wetland 2.006 80 >75% Grass cover, Good, HSG D 4.806 79 Weighted Average 4.636 78 96.46% Pervious Area 0.170 98 3.54% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 10.0 Direct Entry, Summary for Subcatchment D -W3: Runoff to W3 Runoff = 7.10 cfs @ 12.02 hrs, Volume= 0.393 af, Depth= 1.10" Runoff by SCS TR -20 method, UH=SCS, Split Pervious/Imperv., Time Span= 0.00-250.00 hrs, dt= 0.01 hrs Type 11 24 -hr 2 -year Rainfall=2.87' Foxwood - PDRN Type// 24 -hr 2 -year Rainfall=2.87" your company name here} LLC Area (ac) CN Description Printed 5/6/2016 0.177 98 Roofs, HSG D 2.564 77 Woods, Good, HSG D 0.000 98 Wetland _ 1.531 80 >75% Grass cover. Good HSG D 4.272 79 Weighted Average 4.095 78 95.86% Pervious Area 0.177 98 4.14% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 10.0 Direct Entry, Summary for Subcatchment D -W4: Runoff to W4 Runoff = 2.10 cfs @ 12.03 hrs, Volume= 0.117 af, Depth= 0.98" Runoff by SCS TR -20 method, UH=SCS, Split Pervious/Imperv., Time Span= 0.00-250.00 hrs, dt= 0.01 hrs Type II 24 -hr 2 -year Rainfall=2.87" Area (ac) CN Description 0.042 98 Roofs, HSG D 1.012 77 Woods, Good, HSG D 0.000 98 Wetland 0.386 73 Brush, Good, HSG D 1.440 77 Weighted Average 1.398 76 97.08% Pervious Area 0.042 98 2.92% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 10.0 Direct Entry, Summary for Subcatchment OFF: Offiste Runoff to 1B2 Runoff = 2.15 cfs @ 12.14 hrs, Volume= 0.168 af, Depth= 0.98" Runoff by SCS TR -20 method, UH=SCS, Split Pervious/Imperv., Time Span= 0.00-250.00 hrs, dt= 0.01 hrs Type II 24 -hr 2 -year Rainfall=2.87" Area (ac) CN Description 0.000 98 Roofs, HSG D 2.054 77 Woods, Good, HSG D 0.000 98 Wetland 0.005 73 Brush, Good, HSG D 2.059 77 Weighted Average 2.059 77 100.00% Pervious Area pdrn Prepared by {enter your company name he Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 20.0 Direct Entry, Foxwood - PDRN Type// 24 -hr 2 -year Rainfall=2.87" Summary for Pond IB -1: IB -1 Printed 5/6/2016 Inflow Area = 7.138 ac, 30.39% Impervious, Inflow Depth = 1.58" for 2 -year event Inflow = 13.95 cfs @ 12.05 hrs, Volume= 0.939 of Outflow = 0.64 cfs @ 14.01 hrs, Volume= 0.939 af, Atten= 95%, Lag= 117.7 min Discarded = 0.33 cfs @ 14.01 hrs, Volume= 0.876 of Primary = 0.31 cfs @ 14.01 hrs, Volume= 0.063 of Routing by Dyn-Stor-Ind method, Time Span= 0.00-250.00 hrs, dt= 0.01 hrs / 3 Peak Elev= 895.86' @ 14.01 hrs Surf.Area= 31,517 sf Storage= 25,528 cf Plug -Flow detention time= 1,262.6 min calculated for 0.939 of (100% of inflow) Center -of -Mass det. time= 1,262.7 min ( 2,070.4 - 807.7 ) Volume Invert Avail.Storage Storage Description #1 893.00' 669 cf Forebay 1 (Prismatic) Listed below (Recalc) #2 893.00' 505 cf Forebay 2 (Prismatic) Listed below (Recalc) #3 894.00' 23,503 cf Infiltration Volume (B soils) (Prismatic) Listed below (Recalc) #4 895.80' 40,500 cf Live Storage (Prismatic) Listed below (Recalc) 65,178 cf Total Available Storage Elevation Surf.Area Inc.Store Cum.Store (feet) (sq -ft) (cubic -feet) (cubic -feet) 893.00 488 0 0 894.00 850 669 669 Elevation Surf.Area Inc.Store Cum.Store (feet) (sq -ft) (cubic -feet) (cubic -feet) 893.00 350 0 0 894.00 660 505 505 Elevation Surf.Area Inc.Store Cum.Store (feet) (sq -ft) (cubic -feet) (cubic -feet) 894.00 11,415 0 0 895.80 14,700 23,503 23,503 Elevation Surf.Area Inc.Store Cum.Store (feet) (sq -ft) (cubic -feet) (cubic -feet) 895.80 14,700 0 0 896.00 16,840 3,154 3,154 898.00 20,506 37,346 40,500 Device Routing Invert Outlet Devices #1 Primary 892.50' 24.0" Round 24" RCP L= 29.3' RCP, groove end projecting, Ke= 0.200 Inlet / Outlet Invert= 892.50'/ 892.35' S= 0.0051 T Cc= 0.900 Foxwood - PDRN pdrn Type /124 -hr 2 -year Rainfall=2.87" Prepared by (enter your company name here) Printed 5/6/2016 HydroCADO 10.00-16 s/n 01427 © 2015 HydroCAD Software Solutions LLC Page 8 n= 0.013 Concrete pipe, bends & connections, Flow Area= 3.14 sf #2 Discarded 893.00' 0.450 in/hr Infiltration over Surface area Phase -In= 0.01' #3 Device 1 895.80' 27.0" Horiz. 27" Beehive Grate C= 0.600 Limited to weir flow at low heads Discarded OutFlow Max=0.33 cfs @ 14.01 hrs HW=895.86' (Free Discharge) t2=Infiltration (Exfiltration Controls 0.33 cfs) Primary OutFlow Max=0.31 cfs @ 14.01 hrs HW=895.86' TW=0.00' (Dynamic Tailwater) t --L-24" RCP (Passes 0.31 cfs of 24.74 cfs potential flow) 3=27" Beehive Grate (Weir Controls 0.31 cfs @ 0.78 fps) Summary for Pond IB -2: IB -2 Inflow Area = 7.624 ac, 28.82% Impervious, Inflow Depth = 1.54" for 2 -year event Inflow = 13.64 cfs @ 12.06 hrs, Volume= 0.975 of Outflow = 11.67 cfs @ 12.13 hrs, Volume= 0.975 af, Atten= 14%, Lag= 4.3 min Discarded = 0.07 cfs @ 12.13 hrs, Volume= 0.203 of Primary = 11.60 cfs @ 12.13 hrs, Volume= 0.773 of Routing by Dyn-Stor-Ind method, Time Span= 0.00-250.00 hrs, dt= 0.01 hrs 13 Peak Elev= 892.43' @ 12.13 hrs Surf.Area= 14,765 sf Storage= 9,830 cf Plug -Flow detention time= 303.1 min calculated for 0.975 of (100% of inflow) Center -of -Mass det. time= 303.0 min ( 1,113.8 - 810.7 ) Volume Invert Avail.Storage Storage Description #1 890.00' 210 cf Forebay 1 (Prismatic) Listed below (Recalc) #2 890.00' 188 cf Forebay 2 (Prismatic) Listed below (Recalc) #3 891.00' 4,757 cf Infiltration Volume (C soils) (Prismatic) Listed below (Recalc) #4 891.80' 41,347 cf Live Storaqe (Prismatic) Listed below (Recalc) 46,501 cf Total Available Storage Elevation Surf.Area Inc.Store Cum.Store (feet) (sq -ft) (cubic -feet) (cubic -feet) 890.00 120 0 0 891.00 300 210 210 Elevation Surf.Area Inc.Store Cum.Store (feet) (sq -ft) (cubic -feet) (cubic -feet) 890.00 100 0 0 891.00 275 188 188 Elevation Surf.Area Inc.Store Cum.Store (feet) (sq -ft) (cubic -feet) (cubic -feet) 891.00 5,596 0 0 891.80 6,296 4,757 4,757 Foxwood - PDRN pdrn Type// 24 -hr 2 -year Rainfall=2.87" Prepared by {enter your company name here} Printed 5/6/2016 HydroCAD® 10.00-16 s/n 01427 02015 HydroCAD Software Solutions LLC Paae 9 Elevation Surf.Area Inc.Store Cum.Store (feet) (sq -ft) (cubic -feet) (cubic -feet) 891.80 6,296 0 0 892.00 7,416 1,371 1,371 894.00 9,630 17,046 18,417 896.00 12,071 21,701 40,118 896.10 12,500 1,229 41,347 Device Routing Invert Outlet Devices #1 Primary 884.50' 15.0" Round 15" RCP L= 97.7 RCP, groove end projecting, Ke= 0.200 Inlet / Outlet Invert= 884.50'/ 884.00' S= 0.0051 T Cc= 0.900 n= 0.013 Concrete pipe, bends & connections, Flow Area= 1.23 sf #2 Device 3 891.80' 27.0" Horiz. 27" Beehive Grate C= 0.600 Limited to weir flow at low heads #3 Device 1 888.00' 15.0" Round 15" RCP L= 35.0' RCP, groove end projecting, Ke= 0.200 Inlet /Outlet Invert= 888.00'/ 887.83' S=0.00497 Cc= 0.900 n=0.013 Concrete pipe, bends & connections, Flow Area= 1.23 sf #4 Discarded 890.00' 0.200 in/hr Infiltration over Surface area Phase -In= 0.01' Discarded OutFlow Max=0.07 cfs @ 12.13 hrs HW=892.43' (Free Discharge) t--4--infiltration (Exfiltration Controls 0.07 cfs) Primary OutFlow Max=11.60 cfs @ 12.13 hrs HW=892.43' TW=0.00' (Dynamic Tailwater) L -15" RCP (Passes 11.60 cfs of 14.15 cfs potential flow) _t15" RCP (Passes 11.60 cfs of 12.70 cfs potential flow) 2=27" Beehive Grate (Weir Controls 11.60 cfs @ 2.60 fps) Summary for Pond P-1: Pond 1 Inflow Area = 6.398 ac, 39.15% Impervious, Inflow Depth = 1.73" for 2 -year event Inflow = 13.48 cfs @ 12.05 hrs, Volume= 0.925 of Outflow = 4.94 cfs @ 12.27 hrs, Volume= 0.924 af, Atten= 63%, Lag= 13.0 min Primary = 4.94 cfs @ 12.27 hrs, Volume= 0.924 of Routing by Dyn-Stor-Ind method, Time Span= 0.00-250.00 hrs, dt= 0.01 hrs / 3 Starting Elev= 904.00' Surf.Area= 24,296 sf Storage= 36,518 cf Peak Elev= 905.11' @ 12.27 hrs Surf.Area= 26,073 sf Storage= 50,939 cf (14,421 cf above start) Plug -Flow detention time= 1,312.8 min calculated for 0.086 of (9% of inflow) Center -of -Mass det. time= 126.4 min ( 925.5 - 799.1 ) Volume Invert Avail.Storage Storage Description #1 896.00' 36,518 cf NURP (Prismatic) Listed below (Recalc) #2 904.00' 52.833 cf LIVE (Prismatic) Listed below (Recalc) 89,351 cf Total Available Storage Foxwood - PDRN pdrn Type// 24 -hr 2 -year Rainfall=2.87" Prepared by {enter your company name here} Printed 5/6/2016 HydroCAD® 10.00-16 s/n 01427 02015 HvdroCAD Software Solutions LLC Paae 10 Elevation Surf.Area Inc.Store Cum.Store (feet) (sq -ft) (cubic -feet) (cubic -feet) 896.00 802 0 0 898.00 2,281 3,083 3,083 900.00 4,100 6,381 9,464 902.00 6,266 10,366 19,830 903.00 7,481 6,874 26,704 904.00 12,148 9,815 36,518 Elevation Surf.Area Inc.Store Cum.Store (feet) (sq -ft) (cubic -feet) (cubic -feet) 904.00 12,148 0 0 906.00 15,360 27,508 27,508 907.50 18,407 25,325 52,833 Device Routing Invert Outlet Devices #1 Primary 904.00' 15.0" Round 15" RCP L= 32.1' RCP, groove end projecting, Ke= 0.200 Inlet/ Outlet Invert= 904.00'/ 903.36' S=0.01997 Cc= 0.900 n=0.013 Concrete pipe, bends & connections, Flow Area= 1.23 sf Primary OutFlow Max=4.93 cfs @ 12.27 hrs HW=905.11' TW=0.00' (Dynamic Tailwater) t1=15" RCP (Barrel Controls 4.93 cfs @ 5.71 fps) Summary for Link 101: Direct Runoff to 101 Inflow Area = 0.352 ac, 0.00% Impervious, Inflow Depth = 0.88" for 2 -year event Inflow = 0.59 cfs @ 11.96 hrs, Volume= 0.026 of Primary = 0.59 cfs 11.96 hrs, Volume= 0.026 af, Atten= 0%, Lag= 0.0 min Primary outflow = Inflow, Time Span= 0.00-250.00 hrs, dt= 0.01 hrs Summary for Link T: Total Inflow Area = 32.030 ac, 22.67% Impervious, Inflow Depth = 1.02" for 2 -year event Inflow = 29.15 cfs @ 12.05 hrs, Volume= 2.734 of Primary = 29.15 cfs @ 12.05 hrs, Volume= 2.734 af, Atten= 0%, Lag= 0.0 min Primary outflow = Inflow, Time Span= 0.00-250.00 hrs, dt= 0.01 hrs Summary for Link W-1: Wetland 1 Inflow Area = 18.342 ac, 26.41% Impervious, Inflow Depth = 0.93" for 2 -year event Inflow = 10.70 cfs @ 12.04 hrs, Volume= 1.425 of Primary = 10.70 cfs @ 12.04 hrs, Volume= 1.425 af, Atten= 0%, Lag= 0.0 min Primary ouff low = Inflow, Time Span= 0.00-250.00 hrs, dt= 0.01 hrs Foxwood - PDRN pdrn Type// 24 -hr 2 -year Rainfall=2.87' Prepared by {enter your company name here} Printed 5/6/2016 HydroCAD@ 10.00-16 s/n 01427 02015 HydroCAD Software Solutions LLC Page 11 Summary for Link W-3: Wetland 3 Inflow Area = 11.896 ac, 19.96% Impervious, Inflow Depth = 1.18" for 2 -year event Inflow = 16.53 cfs @ 12.07 hrs, Volume= 1.165 of Primary = 16.53 cfs @ 12.07 hrs, Volume= 1.165 af, Atten= 0%, Lag= 0.0 min Primary outflow = Inflow, Time Span= 0.00-250.00 hrs, dt= 0.01 hrs Summary for Link W-4: Wetland 4 Inflow Area = 1.440 ac, 2.92% Impervious, Inflow Depth = 0.98" for 2 -year event Inflow = 2.10 cfs @ 12.03 hrs, Volume= 0.117 of Primary LL.10 cfs 12.03 hrs, Volume= 0.117 af, Atten= 0%, Lag= 0.0 min Primary outflow = Inflow, Time Span= 0.00-250.00 hrs, dt= 0.01 hrs Foxwood - PDRN pdrn Type 1124 -hr 10 -year Rainfall=4.26" Prepared by {enter your company name here} Printed 5/6/2016 HydroCAD® 10.00-16 s/n 01427 02015 HydroCAD Software Solutions LLC Page 12 Summary for Subcatchment D-101: Runoff to Hwy 101 Runoff = 1.26 cfs @ 11.95 hrs, Volume= 0.055 af, Depth= 1.86" Runoff by SCS TR -20 method, UH=SCS, Split Pervious/Imperv., Time Span= 0.00-250.00 hrs, dt= 0.01 hrs Type II 24 -hr 10 -year Rainfall=4.26" Area (ac) CN Description 0.000 98 Roofs, HSG D 0.206 77 Woods, Good, HSG D 0.000 98 Wetland 0.146 73 Brush Good HSG D 0.352 75 Weighted Average 0.352 75 100.00% Pervious Area Tc (min) Length (feet) Slope (ft/ft) Velocity Capacity (f /sec) (cfs) Description 4.2 225 0.0710 0.89 Lag/CN Method, Summary for Subcatchment D -1A: Direct Runoff to P1 Runoff = 4.31 cfs @ 12.01 hrs, Volume= 0.248 af, Depth= 2.79" Runoff by SCS TR -20 method, UH=SCS, Split Pervious/Imperv., Time Span= 0.00-250.00 hrs, dt= 0.01 hrs Type II 24 -hr 10 -year Rainfall=4.26" Area (ac) CN Description 0.041 98 Roofs, HSG D 0.010 77 Woods, Good, HSG D 0.279 98 Pond 0.740 80 >75% Grass cover, Good HSG D 1.070 85 Weighted Average 0.750 80 70.09% Pervious Area 0.320 98 29.91% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 10.0 Direct Entry, Summary for Subcatchment D-16: Runoff to P1 Runoff = 19.17 cfs @ 12.07 hrs, Volume= 1.324 af, Depth= 2.98" Runoff by SCS TR -20 method, UH=SCS, Split Pervious/Imperv., Time Span= 0.00-250.00 hrs, dt= 0.01 hrs Type 1124 -hr 10 -year Rainfall=426" pdrn by {enter your company name here} ,) 10.00-16 s/n 01427 © 2015 HvdroCAD Foxwood - PDRN Type 11 24 -hr 10 -year Rainfall=4.26" LLC Printed 5/6/2016 Area (ac) CN Description 2.088 98 Roofs, HSG D 0.390 77 Woods, Good, HSG D 0.097 98 Wetland 2.753 80 >75% Grass cover, Good, HSG D 5.328 87 Weighted Average 3.143 80 58.99% Pervious Area 2.185 98 41.01% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 15.0 Direct Entry, Summary for Subcatchment D -2A: Direct Runoff to 01 Runoff = 7.06 cfs @ 12.02 hrs, Volume= 0.390 af, Depth= 2.40" Runoff by SCS TR -20 method, UH=SCS, Split Pervious/Imperv., Time Span= 0.00-250.00 hrs, dt= 0.01 hrs Type II 24 -hr 10 -year Rainfall=4.26" Area (ac) CN Description 0.158 98 Roofs, HSG D 0.039 77 Woods, Good, HSG D 0.000 98 Wetland 1.751 80 >75% Grass cover. Good. HSG D 1.948 81 Weighted Average 1.790 80 91.89% Pervious Area 0.158 98 8.11% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 10.0 Direct Entry, Summary for Subcatchment D -2B: Runoff to IBI Runoff = 18.14 cfs @ 12.07 hrs, Volume= 1.251 af, Depth= 2.89" Runoff by SCS TR -20 method, UH=SCS, Split Pervious/Imperv., Time Span= 0.00-250.00 hrs, dt= 0.01 hrs Type II 24 -hr 10 -year Rainfall=4.26" Area (ac) CN Description 1.819 98 Roofs, HSG D 0.773 77 Woods, Good, HSG D 0.192 98 Wetland 2.406 80 >75% Grass cover, Good, HSG D 5.190 87 Weighted Average 3.179 79 61.25% Pervious Area 2.011 98 38.75% Impervious Area pdrn Prepared by {enter your company name he HvdroCAD® 10.00-16 s/n 01427 n 2015 HvdroC, Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 15.0 Direct Entry, Foxwood - PDRN Type 1124 -hr 10 -year Rainfall=4.26" Summary for Subcatchment D -3A: Direct Runoff to IB2 Runoff = 4.80 cfs @ 12.02 hrs, Volume= 0.265 af, Depth= 2.40" Printed 5/6/2016 Runoff by SCS TR -20 method, UH=SCS, Split Pervious/Imperv., Time Span= 0.00-250.00 hrs, dt= 0.01 hrs Type II 24 -hr 10 -year Rainfall=4.26" Area (ac) CN Description 0.109 98 Roofs, HSG D 0.039 77 Woods, Good, HSG D 1.175 80 >75% Grass cover, Good, HSG D 1.323 81 Weighted Average 1.214 80 91.76% Pervious Area 0.109 98 8.24% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 10.0 Direct Entry, Summary for Subcatchment D -3B: Runoff to 82 Runoff = 9.53 cfs @ 12.07 hrs, Volume= 0.666 af, Depth= 3.15' Runoff by SCS TR -20 method, UH=SCS, Split Pervious/Imperv., Time Span= 0.00-250.00 hrs, dt= 0.01 hrs Type II 24 -hr 10 -year Rainfall=4.26" Area (ac) CN Descriotion 1.279 98 Roofs, HSG D 0.000 77 Woods, Good, HSG D 0.000 98 Wetland 1.260 80 >75% Grass cover, Good HSG D 2.539 89 Weighted Average 1.260 80 49.63% Pervious Area 1.279 98 50.37% Impervious Area Tc Length Slope Velocity Capacity Description _(min) (feet) (ft/ft) (ft/sec) (cfs) 15.0 Direct Entry, pdrn Prepared Runoff = Foxwood - PDRN Type// 24 -hr 10 -year Rainfall=4.26" {enter your company name here} 1.00-16 s/n 01427 © 2015 HydroCAD Summary for Subcatchment D -3C: Runoff to I1132 6.31 cfs @ 12.07 hrs, Volume= 0.440 af, Depth= 3.10" Printed 5/6/2016 Runoff by SCS TR -20 method, UH=SCS, Split Pervious/Imperv., Time Span= 0.00-250.00 hrs, dt= 0.01 hrs Type II 24 -hr 10 -year Rainfall=4.26" Area (ac) CN Descriotion 0.809 98 Roofs, HSG D 0.135 77 Woods, Good, HSG D 0.000 98 Wetland 0.759 80 >75% Grass cover, Good, HSG D 1.703 88 Weighted Average 0.894 80 52.50% Pervious Area 0.809 98 47.50% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 15.0 Direct Entry, Summary for Subcatchment D -W1: Runoff to W1 Runoff = 15.89 cfs @ 12.02 hrs, Volume= 0.867 af, Depth= 2.16" Runoff by SCS TR -20 method, UH=SCS, Split Pervious/Imperv., Time Span= 0.00-250.00 hrs, dt= 0.01 hrs Type II 24 -hr 10 -year Rainfall=4.26" Area (ac) CN Descriotion 0.170 98 Roofs, HSG D 2.630 77 Woods, Good, HSG D 0.000 98 Wetland 2.006 80 >75% Grass cover, Good HSG D 4.806 79 Weighted Average 4.636 78 96.46% Pervious Area 0.170 98 3.54% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 10.0 Direct Entry, Summary for Subcatchment DMI Runoff to W3 Runoff = 14.18 cfs @ 12.02 hrs, Volume= 0.775 af, Depth= 2.18" Runoff by SCS TR -20 method, UH=SCS, Split Pervious/Imperv., Time Span= 0.00-250.00 hrs, dt= 0.01 hrs Type 11 24 -hr 10 -year Rainfall=4.26" Foxwood - PDRN pdrn Type 1124 -hr 10 -year Rainfall=4.26" Prepared by {enter your company name here) Printed 5/6/2016 HydroCAD® 10.00-16 s/n 01427 © 2015 HvdroCAD Software Solutions LLC Paae 16 Area (ac) CN Description 0.177 98 Roofs, HSG D 2.564 77 Woods, Good, HSG D * 0.000 98 Wetland 1.531 80 >75% Grass cover, Good, HSG D 4.272 79 Weighted Average 4.095 78 95.86% Pervious Area 0.177 98 4.14% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 10.0 Direct Entry, Summary for Subcatchment D -W4: Runoff to W4 Runoff = 4.40 cfs @ 12.02 hrs, Volume= 0.240 af, Depth= 2.00" Runoff by SCS TR -20 method, UH=SCS, Split Pervious/Imperv., Time Span= 0.00-250.00 hrs, dt= 0.01 hrs Type II 24 -hr 10 -year Rainfall=4.26" Area (ac) CN Descriotion 0.042 98 Roofs, HSG D 1.012 77 Woods, Good, HSG D * 0.000 98 Wetland 0.386 73 Brush Good HSG D 1.440 77 Weighted Average 1.398 76 97.08% Pervious Area 0.042 98 2.92% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 10.0 Direct Entry, Summary for Subcatchment OFF: Offiste Runoff to IB2 Runoff = 4.60 cfs @ 12.13 hrs, Volume= 0.346 af, Depth= 2.02" Runoff by SCS TR -20 method, UH=SCS, Split Pervious/Imperv., Time Span= 0.00-250.00 hrs, dt= 0.01 hrs Type II 24 -hr 10 -year Rainfall=4.26" Area (ac) CN Description 0.000 98 Roofs, HSG D 2.054 77 Woods, Good, HSG D * 0.000 98 Wetland 0.005 73 Brush, Good HSG D 2.059 77 Weighted Average 2.059 77 100.00% Pervious Area Foxwood - PDRN pdrn Type 1124 -hr 10 -year Rainfall=4.26" Prepared by {enter your company name here} Printed 5/6/2016 HydroCADO 10.00-16 s/n 01427 02015 HydroCAD Software Solutions LLC Page 17 Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 20.0 Direct Entry, Summary for Pond IB -1: IB -1 Inflow Area = 7.138 ac, 30.39% Impervious, Inflow Depth= 2.76" for 10 -year event Inflow = 24.60 cfs @ 12.05 hrs, Volume= 1.641 of Outflow = 8.00 cfs @ 12.28 hrs, Volume= 1.641 af, Atten= 67%, Lag= 14.0 min Discarded = 0.35 cfs @ 12.28 hrs, Volume= 0.968 of Primary = 7.65 cfs @ 12.28 hrs, Volume= 0.673 of Routing by Dyn-Stor-Ind method, Time Span= 0.00-250.00 hrs, dt= 0.01 hrs / 3 Peak Elev= 896.28' @ 12.28 hrs Surf.Area= 33,560 sf Storage= 32,591 cf Plug -Flow detention time= 743.4 min calculated for 1.641 of (100% of inflow) Center -of -Mass det. time= 743.5 min ( 1,542.5 - 799.0 ) Volume Invert Avail.Storage Storage Description #1 893.00' 669 cf Forebay 1 (Prismatic) Listed below (Recalc) #2 893.00' 505 cf Forebay 2 (Prismatic) Listed below (Recalc) #3 894.00' 23,503 cf Infiltration Volume (B soils) (Prismatic) Listed below (Recalc) 65,178 cf Total Available Storage Elevation Surf.Area Inc.Store Cum.Store (feet) (sq -ft) (cubic -feet) (cubic -feet) 893.00 488 0 0 894.00 850 669 669 Elevation Surf.Area Inc.Store Cum.Store (feet) (sq -ft) (cubic -feet) (cubic -feet) 893.00 350 0 0 894.00 660 505 505 Elevation Surf.Area Inc.Store Cum.Store (feet) (sq -ft) (cubic -feet) (cubic -feet) 894.00 11,415 0 0 895.80 14,700 23,503 23,503 Elevation Surf.Area Inc.Store Cum.Store (feet) (sq -ft) (cubic -feet) (cubic -feet) 895.80 14,700 0 0 896.00 16,840 3,154 3,154 898.00 20,506 37,346 40,500 Device Routing Invert Outlet Devices #1 Primary 892.50' 24.0" Round 24" RCP L= 29.3' RCP, groove end projecting, Ke= 0.200 Inlet / Outlet Invert= 892.50' / 892.35' S= 0.0051 T Cc= 0.900 Foxwood - PDRN pdrn Type 1124 -hr 10 -year Rainfall=4.26" Prepared by {enter your company name here} Printed 5/6/2016 HydroCADO 10.00-16 s/n 01427 C 2015 HydroCAD Software Solutions LLC Page 18 n= 0.013 Concrete pipe, bends & connections, Flow Area= 3.14 sf #2 Discarded 893.00' 0.450 in/hr Infiltration over Surface area Phase -In= 0.01' #3 Device 1 895.80' 27.0" Horiz. 27" Beehive Grate C= 0.600 Limited to weir flow at low heads Discarded OutFlow Max=0.35 cfs @ 12.28 hrs HW=896.28' (Free Discharge) t2=Infiltration (Exfiltration Controls 0.35 cfs) Primary OutFlow Max=7.65 cfs @ 12.28 hrs HW=896.28' TW=0.00' (Dynamic Tailwater) t1=24" RCP (Passes 7.65 cfs of 27.98 cfs potential flow) t3=27" Beehive Grate (Weir Controls 7.65 cfs @ 2.26 fps) Summary for Pond IB -2: IB -2 Inflow Area = 7.624 ac, 28.82% Impervious, Inflow Depth = 2.70" for 10 -year event Inflow = 24.16 cfs @ 12.06 hrs, Volume= 1.717 of Outflow = 14.14 cfs @ 12.21 hrs, Volume= 1.717 af, Atten= 41 %, Lag= 9.1 min Discarded = 0.07 cfs @ 12.21 hrs, Volume= 0.211 of Primary = 14.07 cfs @ 12.21 hrs, Volume= 1.506 of Routing by Dyn-Stor-Ind method, Time Span= 0.00-250.00 hrs, dt= 0.01 hrs / 3 Peak Elev= 893.19'@ 12.21 hrs Surf.Area= 15,607 sf Storage= 16,157 cf Plug -Flow detention time= 184.4 min calculated for 1.717 of (100% of inflow) Center -of -Mass det. time= 184.7 min ( 986.8 - 802.1 ) Volume Invert Avail.Storage Storage Description #1 890.00' 210 cf Forebay 1 (Prismatic) Listed below (Recalc) #2 890.00' 188 cf Forebay 2 (Prismatic) Listed below (Recalc) #3 891.00' 4,757 cf Infiltration Volume (C soils) (Prismatic) Listed below (Recalc) #4 891.80' 41.347 cf Live Storane /Prismatic) Listed below (Recalc) 46,501 cf Total Available Storage Elevation Surf.Area Inc.Store Cum.Store _ (feet) (sq -ft) (cubic -feet) (cubic -feet) 890.00 120 0 0 891.00 300 210 210 Elevation Surf.Area Inc.Store Cum.Store _ (feet) (sq -ft) (cubic -feet) (cubic -feet) 890.00 100 0 0 891.00 275 188 188 Elevation Surf.Area Inc.Store Cum.Store (feet) (sq -ft) (cubic -feet) (cubic -feet) 891.00 5,596 0 0 891.80 6,296 4,757 4,757 Foxwood - PDRN pdrn Type 11 24 -hr 10 -year Rainfall=4.26" Prepared by {enter your company name here} Printed 5/6/2016 HydroCAD® 10.00-16 s/n 01427 © 2015 HydroCAD Software Solutions LLC Page 19 Elevation Surf.Area Inc.Store Cum.Store (feet) (sq -ft) (cubic -feet) (cubic -feet) 891.80 6,296 0 0 892.00 7,416 1,371 1,371 894.00 9,630 17,046 18,417 896.00 12,071 21,701 40,118 896.10 12,500 1,229 41,347 Device Routing Invert Outlet Devices #1 Primary 884.50' 15.0" Round 15" RCP L= 97.7' RCP, groove end projecting, Ke= 0.200 Inlet / Outlet Invert= 884.50'/ 884.00' S= 0.0051 T Cc= 0.900 n= 0.013 Concrete pipe, bends & connections, Flow Area= 1.23 sf #2 Device 3 891.80' 27.0" Horiz. 27" Beehive Grate C= 0.600 Limited to weir flow at low heads #3 Device 1 888.00' 15.0" Round 15" RCP L= 35.0' RCP, groove end projecting, Ke= 0.200 Inlet /Outlet Invert= 888.00'/ 887.83' S=0.00497 Cc= 0.900 n=0.013 Concrete pipe, bends & connections, Flow Area= 1.23 sf #4 Discarded 890.00' 0.200 in/hr Infiltration over Surface area Phase -In= 0.01' Discarded OutFlow Max=0.07 cfs @ 12.21 hrs HW=893.19' (Free Discharge) t -4 --infiltration (Exfiltration Controls 0.07 cfs) Primary OutFlow Max=14.07 cfs @ 12.21 hrs HW=893.19' TW=0.00' (Dynamic Tailwater) t-1=15" RCP (Passes 14.07 cfs of 14.88 cfs potential flow) t-3=15" RCP (Barrel Controls 14.07 cfs @ 11.46 fps) 2=27" Beehive Grate (Passes 14.07 cfs of 22.59 cfs potential flow) Summary for Pond P-1: Pond 1 Inflow Area = 6.398 ac, 39.15% Impervious, Inflow Depth = 2.95" for 10 -year event Inflow = 23.03 cfs @ 12.05 hrs, Volume= 1.573 of Outflow = 7.58 cfs @ 12.29 hrs, Volume= 1.572 af, Atten= 67%, Lag= 14.1 min Primary = 7.58 cfs @ 12.29 hrs, Volume= 1.572 of Routing by Dyn-Stor-Ind method, Time Span= 0.00-250.00 hrs, dt= 0.01 hrs / 3 Starting Elev= 904.00' Surf.Area= 24,296 sf Storage= 36,518 cf Peak Elev= 905.76' @ 12.29 hrs Surf.Area= 27,130 sf Storage= 60,454 cf (23,936 cf above start) Plug -Flow detention time= 415.8 min calculated for 0.734 of (47% of inflow) Center -of -Mass det. time= 98.8 min ( 890.0 - 791.2 ) Volume Invert Avail.Storage Storage Description #1 896.00' 36,518 cf NURP (Prismatic) Listed below (Recalc) #2 904.00' 52,833 cf LIVE (Prismatic) Listed below (Recalc) 89,351 cf Total Available Storage pdrn Prepared by {enter your company name here) HvdroCADO 10.00-16 s/n 01427 © 2015 HvdroCAD Foxwood - PDRN Type 1124 -hr 10 -year Rainfall=4.26" Printed 5/6/2016 Elevation Surf.Area Inc.Store Cum.Store (feet) (sq -ft) (cubic -feet) (cubic -feet) 896.00 802 0 0 898.00 2,281 3,083 3,083 900.00 4,100 6,381 9,464 902.00 6,266 10,366 19,830 903.00 7,481 6,874 26,704 904.00 12,148 9,815 36,518 Elevation Surf.Area Inc.Store Cum.Store (feet) (sq -ft) (cubic -feet) (cubic -feet) 904.00 12,148 0 0 906.00 15,360 27,508 27,508 907.50 18,407 25,325 52,833 Device Routing Invert Outlet Devices #1 Primary 904.00' 15.0" Round 15" RCP L= 32.1' RCP, groove end projecting, Ke= 0.200 Inlet/ Outlet Invert= 904.00'/903.36' S= 0.0199'P Cc= 0.900 n=0.013 Concrete pipe, bends & connections, Flow Area= 1.23 sf Primary OutFlow Max=7.58 cfs @ 12.29 hrs HW=905.76' TW=0.00' (Dynamic Tailwater) L1=15" RCP (Barrel Controls 7.58 cfs @ 6.18 fps) Summary for Link 101: Direct Runoff to 101 Inflow Area = 0.352 ac, 0.00% Impervious, Inflow Depth = 1.86" for 10 -year event Inflow = 1.26 cfs 11.95 hrs, Volume= 0.055 of Primary = 1.26 cfs 11.95 hrs, Volume= 0.055 af, Atten= 0%, Lag= 0.0 min Primary outflow = Inflow, Time Span= 0.00-250.00 hrs, dt= 0.01 hrs Summary for Link T: Total Inflow Area = 32.030 ac, 22.67% Impervious, Inflow Depth= 2.13" for 10 -year event Inflow = 53.49 cfs @ 12.02 hrs, Volume= 5.687 of Primary = 53.49 cfs @ 12.02 hrs, Volume= 5.687 af, Atten= 0%, Lag= 0.0 min Primary outflow = Inflow, Time Span= 0.00-250.00 hrs, dt= 0.01 hrs Summary for Link W-1: Wetland 1 Inflow Area = 18.342 ac, 26.41% Impervious, Inflow Depth = 2.04" for 10 -year event Inflow = 21.21 cfs @ 12.03 hrs, Volume= 3.112 of Primary = 21.21 cfs @ 12.03 hrs, Volume= 3.112 af, Atten= 0%, Lag= 0.0 min Primary outflow = Inflow, Time Span= 0.00-250.00 hrs, dt= 0.01 hrs Foxwood -PDRN pdrn Type 1124 -hr 10 -year Rainfall=4.26" Prepared by {enter your company name here} Printed 5/6/2016 Summary for Link W-3: Wetland 3 Inflow Area = 11.896 ac, 19.96% Impervious, Inflow Depth = 2.30" for 10 -year event Inflow = 27.23 cfs @ 12.02 hrs, Volume= 2.281 of Primary = 27.23 cfs @ 12.02 hrs, Volume= 2.281 af, Atten= 0%, Lag= 0.0 min Primary outflow = Inflow, Time Span= 0.00-250.00 hrs, dt= 0.01 hrs Summary for Link W-4: Wetland 4 Inflow Area = 1.440 ac, 2.92% Impervious, Inflow Depth = 2.00" for 10 -year event Inflow = 4.40 cfs @ 12.02 hrs, Volume= 0.240 of Primary = 4.40 cfs 12.02 hrs, Volume= 0.240 af, Atten= 0%, Lag= 0.0 min Primary outflow = Inflow, Time Span= 0.00-250.00 hrs, dt= 0.01 hrs Foxwood - PDRN pdrn Type // 24 -hr 100 -year Rainfall=7.38" Prepared by {enter your company name here) Printed 5/6/2016 HydroCAD® 10.00-16 s/n 01427 © 2015 HydroCAD Software Solutions LLC Page 22 Summary for Subcatchment D-101: Runoff to Hwy 101 Runoff = 2.95 cfs @ 11.95 hrs, Volume= 0.132 af, Depth= 4.49" Runoff by SCS TR -20 method, UH=SCS, Split Pervious/Imperv., Time Span= 0.00-250.00 hrs, dt= 0.01 hrs Type 1124 -hr 100 -year Rainfall=7.38" Area (ac) CN Description 0.000 98 Roofs, HSG D 0.206 77 Woods, Good, HSG D 0.000 98 Wetland 0.146 73 Brush, Good, HSG D 0.352 75 Weighted Average 0.352 75 100.00% Pervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 4.2 225 0.0710 0.89 Lag/CN Method, Summary for Subcatchment D -1A: Direct Runoff to P1 Runoff = 8.66 cfs @ 12.01 hrs, Volume= 0.506 af, Depth= 5.67' Runoff by SCS TR -20 method, UH=SCS, Split Pervious/Imperv., Time Span= 0.00-250.00 hrs, dt= 0.01 hrs Type II 24 -hr 100 -year Rainfall=7.38" Area (ac) CN Descriotion 0.041 98 Roofs, HSG D 0.010 77 Woods, Good, HSG D 0.279 98 Pond 0.740 80 >75% Grass cover. Good. HSG D 1.070 85 Weighted Average 0.750 80 70.09% Pervious Area 0.320 98 29.91% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 10.0 Direct Entry, Summary for Subcatchment D-1 B: Runoff to P1 Runoff = 37.60 cfs @ 12.06 hrs, Volume= 2.622 af, Depth= 5.91" Runoff by SCS TR -20 method, UH=SCS, Split Pervious/Imperv., Time Span= 0.00-250.00 hrs, dt= 0.01 hrs Type 11 24 -hr 100 -year Rainfall=7.38" Foxwood -PDRN pdrn Type 1124 -hr 100 -year Rainfall=7.38" Prepared by {enter your company name here} Printed 5/6/2016 HydroCAD® 10.00-16 s/n 01427 @2015 HvdroCAD Software Solutions LLC Paqe 23 Area (ac) CN Description 2.088 98 Roofs, HSG D 0.390 77 Woods, Good, HSG D 0.097 98 Wetland 2.753 80 >75% Grass cover, Good HSG D 5.328 87 Weighted Average 3.143 80 58.99% Pervious Area 2.185 98 41.01% Impervious Area Tc Length 1.790 Slope Velocity Capacity Description (min) (feet) (ft/ft) (f /sec) (cfs) 15.0 8.11% Impervious Area Direct Entry, Summary for Subcatchment D -2A: Direct Runoff to IB1 Runoff = 15.04 cfs @ 12.01 hrs, Volume= 0.847 af, Depth= 5.22" Runoff by SCS TR -20 method, UH=SCS, Split Pervious/Imperv., Time Span= 0.00-250.00 hrs, dt= 0.01 hrs Type II 24 -hr 100 -year Rainfall=7.38" Area (ac) CN Description 1.819 0.158 98 Roofs, HSG D 77 0.039 77 Woods, Good, HSG D Wetland 0.000 98 Wetland 5.190 1.751 80 >75% Grass cover, Good. HSG D 1.948 81 Weighted Average 38.75% Impervious Area 1.790 80 91.89% Pervious Area 0.158 98 8.11% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (f /sec) (cfs) 10.0 Direct Entry, Summary for Subcatchment D -2B: Runoff to IB1 Runoff = 36.05 cfs @ 12.07 hrs, Volume= 2.504 af, Depth= 5.79" Runoff by SCS TR -20 method, UH=SCS, Split Pervious/Imperv., Time Span= 0.00-250.00 hrs, dt= 0.01 hrs Type II 24 -hr 100 -year Rainfall=7.38" Area (ac) CN Description 1.819 98 Roofs, HSG D 0.773 77 Woods, Good, HSG D 0.192 98 Wetland 2.406 80 >75% Grass cover. Good, HSG D 5.190 87 Weighted Average 3.179 79 61.25% Pervious Area 2.011 98 38.75% Impervious Area pdrn Prepared by {enter your company name h Tc Length Description 15.0 Direct Entry, Foxwood - PDRN Type 1124 -hr 100 -year Rainfall=7.38" Summary for Subcatchment D -3A: Direct Runoff to 82 Runoff = 10.22 cfs @ 12.01 hrs, Volume= 0.575 af, Depth= 5.22" Printed 5/6/2016 Runoff by SCS TR -20 method, UH=SCS, Split Pervious/Imperv., Time Span= 0.00-250.00 hrs, dt= 0.01 hrs Type II 24 -hr 100 -year Rainfall=7.38" Area (ac) CN Descriotion 0.109 98 Roofs, HSG D 0.039 77 Woods, Good, HSG D 1.175 80 >75% Grass cover, Good, HSG D 1.323 81 Weighted Average 1.214 80 91.76% Pervious Area 0.109 98 8.24% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 10.0 Direct Entry, Summary for Subcatchment D -3B: Runoff to 162 Runoff = 18.28 cfs @ 12.06 hrs, Volume= 1.291 af, Depth= 6.10" Runoff by SCS TR -20 method, UH=SCS, Split Pervious/Imperv., Time Span= 0.00-250.00 hrs, dt= 0.01 hrs Type II 24 -hr 100 -year Rainfall=7.38" Area (ac) CN Description 1.279 98 Roofs, HSG D 0.000 77 Woods, Good, HSG D 0.000 98 Wetland 1.260 80 >75% Grass cover, Good HSG D 2.539 89 Weighted Average 1.260 80 49.63% Pervious Area 1.279 98 50.37% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 15.0 Direct Entry, pdrn Prepared Jf itl'Lr� Foxwood - PDRN Type// 24 -hr 100 -year Rainfall=7.38" (enter your company name here) ).00-16 s/n 01427 © 2015 HydroCAD Summary for Subcatchment D -3C: Runoff to I132 12.19 cfs @ 12.06 hrs, Volume= 0.857 af, Depth= 6.04" Printed 5/6/2016 Runoff by SCS TR -20 method, UH=SCS, Split Pervious/Imperv., Time Span= 0.00-250.00 hrs, dt= 0.01 hrs Type II 24 -hr 100 -year Rainfall=7.38" Area (ac) CN Descriotion 0.809 98 Roofs, HSG D 0.135 77 Woods, Good, HSG D 0.000 98 Wetland 0.759 80 >75% Grass cover, Good, HSG D 1.703 88 Weighted Average 0.894 80 52.50% Pervious Area 0.809 98 47.50% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 15.0 Direct Entry, Summary for Subcatchment D -W1: Runoff to W1 Runoff = 35.40 cfs @ 12.01 hrs, Volume= 1.964 af, Depth= 4.90" Runoff by SCS TR -20 method, UH=SCS, Split Pervious/Imperv., Time Span= 0.00-250.00 hrs, dt= 0.01 hrs Type II 24 -hr 100 -year Rainfall=7.38" Area (ac) CN Descriotion 0.170 98 Roofs, HSG D 2.630 77 Woods, Good, HSG D 0.000 98 Wetland 2.006 80 >75% Grass cover, Good, HSG D 4.806 79 Weighted Average 4.636 78 96.46% Pervious Area 0.170 98 3.54% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 10.0 Direct Entry, Summary for Subcatchment D -W3: Runoff to W3 Runoff = 31.52 cfs @ 12.01 hrs, Volume= 1.750 af, Depth= 4.92" Runoff by SCS TR -20 method, UH=SCS, Split Pervious/Imperv., Time Span= 0.00-250.00 hrs, dt= 0.01 hrs Type 11 24 -hr 100 -year Rainfall=7.38" pdrn Prepared by {enter your company name HvdroCAD® 10.00-16 s/n 01427 (c� 2015 Hvdi Area (ac) CN Description Foxwood - PDRN Type 1124 -hr 100 -year Rainfall=7.38" Printed 5/6/2016 0.177 98 Roofs, HSG D 2.564 77 Woods, Good, HSG D 0.000 98 Wetland 1.531 80 >75% Grass cover, Good HSG D 4.272 79 Weighted Average 4.095 78 95.86% Pervious Area 0.177 98 4.14% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 10.0 Direct Entry, Summary for Subcatchment D -W4: Runoff to W4 Runoff = 10.17 cfs @ 12.01 hrs, Volume= 0.561 af, Depth= 4.67" Runoff by SCS TR -20 method, UH=SCS, Split Pervious/Imperv., Time Span= 0.00-250.00 hrs, dt= 0.01 hrs Type II 24 -hr 100 -year Rainfall=7.38" Area (ac) CN Descriotion 0.042 98 Roofs, HSG D 1.012 77 Woods, Good, HSG D ' 0.000 98 Wetland 0.386 73 Brush, Good, HSG D 1.440 77 Weighted Average 1.398 76 97.08% Pervious Area 0.042 98 2.92% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 10.0 Direct Entry, Summary for Subcatchment OFF: Offiste Runoff to IB2 Runoff = 10.74 cfs @ 12.12 hrs, Volume= 0.808 af, Depth= 4.71" Runoff by SCS TR -20 method, UH=SCS, Split Pervious/Imperv., Time Span= 0.00-250.00 hrs, dt= 0.01 hrs Type II 24 -hr 100 -year Rainfall=7.38" Area (ac) CN Descriotion 0.000 98 Roofs, HSG D 2.054 77 Woods, Good, HSG D ` 0.000 98 Wetland 0.005 73 Brush, Good, HSG D 2.059 77 Weighted Average 2.059 77 100.00% Pervious Area Foxwood - PDRN pdrn Type 1124 -hr 100 -year Rainfall=7.38" Prepared by {enter your company name here) Printed 5/6/2016 HydroCAD® 10.00-16 s/n 01427 0 2015 HydroCAD Software Solutions LLC Page 27 Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 20.0 Direct Entry, Summary for Pond IB -1: IB -1 Inflow Area = 7.138 ac, 30.39% Impervious, Inflow Depth = 5.63" for 100 -year event Inflow = 49.80 cfs @ 12.05 hrs, Volume= 3.350 of Outflow = 24.81 cfs @ 12.20 hrs, Volume= 3.350 af, Atten= 50%, Lag= 9.5 min Discarded = 0.37 cfs @ 12.20 hrs, Volume= 1.019 of Primary = 24.43 cfs @ 12.20 hrs, Volume= 2.331 of Routing by Dyn-Stor-Ind method, Time Span= 0.00-250.00 hrs, dt= 0.01 hrs / 3 Peak Elev= 897.43' @ 12.20 hrs Surf.Area= 35,669 sf Storage= 53,765 cf Plug -Flow detention time= 391.2 min calculated for 3.350 of (100% of inflow) Center -of -Mass det. time= 391.4 min ( 1,177.4 - 786.0) Volume Invert Avail.Storage Storage Description #1 893.00' 669 cf Forebay 1 (Prismatic) Listed below (Recalc) #2 893.00' 505 cf Forebay 2 (Prismatic) Listed below (Recalc) #3 894.00' 23,503 cf Infiltration Volume (B soils) (Prismatic) Listed below (Recalc) #4 895.80' 40,500 cf Live Storage (Prismatic) Listed below (Recalc) 65,178 cf Total Available Storage Elevation Surf.Area Inc.Store Cum.Store _(feet) (sq -ft) (cubic -feet) (cubic -feet) 893.00 488 0 0 894.00 850 669 669 Elevation Surf.Area Inc.Store Cum.Store (feet) (sq -ft) (cubic -feet) (cubic -feet) 893.00 350 0 0 894.00 660 505 505 Elevation Surf.Area Inc.Store Cum.Store (feet) (sq -ft) (cubic -feet) (cubic -feet) 894.00 11,415 0 0 895.80 14,700 23,503 23,503 Elevation Surf.Area Inc.Store Cum.Store (feet) (sq -ft) (cubic -feet) (cubic -feet) 895.80 14,700 0 0 896.00 16,840 3,154 3,154 898.00 20,506 37,346 40,500 Device Routing Invert Outlet Devices #1 Primary 892.50' 24.0" Round 24" RCP L= 29.3' RCP, groove end projecting, Ke= 0.200 Inlet / Outlet Invert= 892.50'/ 892.35' S= 0.0051 Y Cc= 0.900 Foxwood - PDRN pdrn Type 1124 -hr 100-yearRainfall=7.38" Prepared by {enter your company name here) Printed 5/6/2016 HydroCADO 10.00-16 s/n 01427 @2015 HydroCAD Software Solutions LLC Page 28 n= 0.013 Concrete pipe, bends & connections, Flow Area= 3.14 sf #2 Discarded 893.00' 0.450 in/hr Infiltration over Surface area Phase -In= 0.01' #3 Device 1 895.80' 27.0" Horiz. 27" Beehive Grate C= 0.600 Limited to weir flow at low heads Discarded OutFlow Max=0.37 cfs @ 12.20 hrs HW=897.43' (Free Discharge) t2=Infiltration (Exfiltration Controls 0.37 cfs) Primary OutFlow Max=24.43 cfs @ 12.20 hrs HW=897.43' TW=0.00' (Dynamic Tailwater) t1=24" RCP (Passes 24.43 cfs of 35.36 cfs potential flow) 3=27" Beehive Grate (Orifice Controls 24.43 cfs @ 6.14 fps) Summary for Pond B-2: W-2 Inflow Area = 7.624 ac, 28.82% Impervious, Inflow Depth = 5.56" for 100 -year event Inflow = 49.23 cfs @ 12.06 hrs, Volume= 3.532 of Outflow = 17.11 cfs @ 12.31 hrs, Volume= 3.532 af, Atten= 65%, Lag= 15.2 min Discarded = 0.09 cfs @ 12.31 hrs, Volume= 0.225 of Primary = 17.02 cfs @ 12.31 hrs, Volume= 3.307 of Routing by Dyn-Stor-Ind method, Time Span= 0.00-250.00 hrs, dt= 0.01 hrs / 3 Peak Elev= 895.64' @ 12.31 hrs Surf.Area= 18,501 sf Storage= 40,991 cf Plug -Flow detention time= 106.9 min calculated for 3.531 of (100% of inflow) Center -of -Mass det. time= 107.1 min ( 896.2 - 789.1 ) Volume Invert Avail.Storage Storage Description #1 890.00' 210 cf Forebay 1 (Prismatic) Listed below (Recalc) #2 890.00' 188 cf Forebay 2 (Prismatic) Listed below (Recalc) #3 891.00' 4,757 cf Infiltration Volume (C soils) (Prismatic) Listed below (Recalc) _ #4 891.80' 41,347 cf Live Storage (Prismatic) Listed below (Recalc) 46,501 cf Total Available Storage Elevation Surf.Area Inc.Store Cum.Store (feet) (sq -ft) (cubic -feet) (cubic -feet) 890.00 120 0 0 891.00 300 210 210 Elevation Surf.Area Inc.Store Cum.Store (feet) (sq -ft) (cubic -feet) (cubic -feet) 890.00 100 0 0 891.00 275 188 188 Elevation Surf.Area Inc.Store Cum.Store (feet) (sq -ft) (cubic -feet) (cubic -feet) 891.00 5,596 0 0 891.80 6,296 4,757 4,757 Foxwood - PDRN pdrn Type 1124 -hr 100 -year Rainfall=7.38" Prepared by (enter your company name here} Printed 5/6/2016 HydroCAD@ 10.00-16 s/n 01427 02015 HvdroCAD Software Solutions LLC Page 29 Elevation Surf.Area Inc.Store Cum.Store (feet) (sq -ft) (cubic -feet) (cubic -feet) 891.80 6,296 0 0 892.00 7,416 1,371 1,371 894.00 9,630 17,046 18,417 896.00 12,071 21,701 40,118 896.10 12,500 1,229 41,347 Device Routing Invert Outlet Devices #1 Primary 884.50' 15.0" Round 15" RCP L= 97.7' RCP, groove end projecting, Ke= 0.200 Inlet / Outlet Invert= 884.50' / 884.00' S= 0.0051 T Cc= 0.900 n= 0.013 Concrete pipe, bends & connections, Flow Area= 1.23 sf #2 Device 3 891.80' 27.0" Horiz. 27" Beehive Grate C= 0.600 Limited to weir flow at low heads #3 Device 1 888.00' 15.0" Round 15" RCP L= 35.0' RCP, groove end projecting, Ke= 0.200 Inlet/ Outlet Invert= 888.00' 1887.83' S=0.00497 Cc= 0.900 n=0.013 Concrete pipe, bends & connections, Flow Area= 1.23 sf #4 Discarded 890.00' 0.200 in/hr Infiltration over Surface area Phase -In= 0.01' Discarded OutFlow Max=0.09 cfs @ 12.31 hrs HW=895.64' (Free Discharge) t -4 --infiltration (Exfiltration Controls 0.09 cfs) Primary OutFlow Max=17.02 cfs @ 12.31 hrs HW=895.64' TW=0.00' (Dynamic Tailwater) t -15" RCP (Barrel Controls 17.02 cfs @ 13.87 fps) L3=15" RCP (Passes 17.02 cfs of 17.76 cfs potential flow) 2=27" Beehive Grate (Passes 17.02 cfs of 37.51 cfs potential flow) Summary for Pond P-1: Pond 1 Inflow Area = 6.398 ac, 39.15% Impervious, Inflow Depth = 5.87" for 100 -year event Inflow = 45.38 cfs @ 12.05 hrs, Volume= 3.128 of Outflow = 11.58 cfs @ 12.34 hrs, Volume= 3.127 af, Atten= 74%, Lag= 17.2 min Primary = 11.58 cfs @ 12.34 hrs, Volume= 3.127 of Routing by Dyn-Stor-Ind method, Time Span= 0.00-250.00 hrs, dt= 0.01 hrs / 3 Starting Elev= 904.00' Surf.Area= 24,296 sf Storage= 36,518 cf Peak Elev= 907.31' @ 12.34 hrs Surf.Area= 30,160 sf Storage= 85,813 cf (49,295 cf above start) Plug -Flow detention time= 250.4 min calculated for 2.288 of (73% of inflow) Center -of -Mass det. time= 82.0 min ( 861.6 - 779.6) Volume Invert Avail.Storage Storage Description #1 896.00' 36,518 cf NURP (Prismatic) Listed below (Recalc) #2 904.00' 52,833 cf LIVE (Prismatic) Listed below (Recalc) 89,351 cf Total Available Storage pdrn Prepared by {enter your company name Foxwood - PDRN Type 1124 -hr 100 -year Rainfall=7.38" Printed 5/6/2016 Elevation Surf.Area Inc.Store Cum.Store (feet) (sq -ft) (cubic -feet) (cubic -feet) 896.00 802 0 0 898.00 2,281 3,083 3,083 900.00 4,100 6,381 9,464 902.00 6,266 10,366 19,830 903.00 7,481 6,874 26,704 904.00 12,148 9,815 36,518 Elevation Surf.Area Inc.Store Cum.Store (feet) (sq -ft) (cubic -feet) (cubic -feet) 904.00 12,148 0 0 906.00 15,360 27,508 27,508 907.50 18,407 25,325 52,833 Device Routing Invert Outlet Devices #1 Primary 904.00' 15.0" Round 15" RCP L= 32.1' RCP, groove end projecting, Ke= 0.200 Inlet/ Outlet Invert= 904.00'/ 903.36' S=0.01997 Cc= 0.900 n= 0.013 Concrete pipe, bends & connections, Flow Area= 1.23 sf Primary OutFlow Max=11.58 cfs @ 12.34 hrs HW=907.31' TW=0.00' (Dynamic Tailwater) t1=15" RCP (Barrel Controls 11.58 cfs @ 9.44 fps) Summary for Link 101: Direct Runoff to 101 Inflow Area = 0.352 ac, 0.00% Impervious, Inflow Depth= 4.49" for 100 -year event Inflow = 2.95 cfs 11.95 hrs, Volume= 0.132 of Primary = 2.95 cfs 11.95 hrs, Volume= 0.132 af, Atten= 0%, Lag= 0.0 min Primary outflow = Inflow, Time Span= 0.00-250.00 hrs, dt= 0.01 hrs Summary for Link T: Total Inflow Area = 32.030 ac, 22.67% Impervious, Inflow Depth = 4.93" for 100 -year event Inflow = 121.54 cfs @ 12.02 hrs, Volume= 13.171 of Primary = 21.54 cfs @ 12.02 hrs, Volume= 13.171 af, Atten= 0%, Lag= 0.0 min Primary outflow = Inflow, Time Span= 0.00-250.00 hrs, dt= 0.01 hrs Summary for Link W-1: Wetland 1 Inflow Area = 18.342 ac, 26.41% Impervious, Inflow Depth = 4.86" for 100 -year event Inflow = 63.55 cfs @ 12.03 hrs, Volume= 7.422 of Primary = 63.55 cfs @ 12.03 hrs, Volume= 7.422 af, Atten= 0%, Lag= 0.0 min Primary outflow = Inflow, Time Span= 0.00-250.00 hrs, dt= 0.01 hrs Foxwood - PDRN pdrn Type 1124 -hr 100 -year Rainfall=7.38" Prepared by {enter your company name here) Printed 5/6/2016 HydroCAD® 10.00-16 s/n 01427 @2015 HydroCAD Software Solutions LLC Page 31 Summary for Link W-3: Wetland 3 Inflow Area = 11.896 ac, 19.96% Impervious, Inflow Depth = 5.10" for 100 -year event Inflow = 46.46 cfs @ 12.02 hrs, Volume= 5.057 of Primary = 46.46 cfs @ 12.02 hrs, Volume= 5.057 af, Atten= 0%, Lag= 0.0 min Primary outflow = Inflow, Time Span= 0.00-250.00 hrs, dt= 0.01 hrs Summary for Link W-4: Wetland 4 Inflow Area = 1.440 ac, 2.92% Impervious, Inflow Depth= 4.67" for 100 -year event Inflow = 10.17 cfs @ 12.01 hrs, Volume= 0.561 of Primary = 0.17 cfs 12.01 hrs, Volume= 0.561 af, Atten= 0%, Lag= 0.0 min Primary outflow = Inflow, Time Span= 0.00-250.00 hrs, dt= 0.01 hrs Foxwood - PDRN pdrn Type 1124 -hr 240.00 hrs 100 -year snowmelt Rainfall=10.20" AMC=4 Prepared by {enter your company name here} Printed 5/6/2016 HydroCADO 10.00-16 s/n 01427 02015 HydroCAD Software Solutions LLC Page 32 Summary for Subcatchment D-101: Runoff to Hwy 101 Runoff = 0.61 cfs @ 119.06 hrs, Volume= 0.292 af, Depth= 9.96" Runoff by SCS TR -20 method, UH=SCS, Split Pervious/Imperv., Time Span= 0.00-250.00 hrs, dt= 0.01 hrs Type II 24 -hr 240.00 hrs 100 -year snowmelt Rainfall= 10.20", AMC=4 Area (ac) CN Add Description 0.000 98 98 Roofs, HSG D 0.206 77 0.010 Woods, Good, HSG D ' 0.000 98 Woods, Good, HSG D Wetland _ 0.146 73 Brush Good HSG D 0.352 75 98 Weighted Average, AMC Adjusted 0.352 75 98 100.00% Pervious Area, AMC Adjusted Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 4.2 225 0.0710 0.89 Lag/CN Method, Summary for Subcatchment D-1 A: Direct Runoff to P1 Runoff = 1.82 cfs @ 119.12 hrs, Volume= 0.888 af, Depth= 9.96" Runoff by SCS TR -20 method, UH=SCS, Split Pervious/Imperv., Time Span= 0.00-250.00 hrs, dt= 0.01 hrs Type II 24 -hr 240.00 hrs 100 -year snowmelt Rainfall= 10.20", AMC=4 Area (ac) CN Add Description 0.041 98 Roofs, HSG D 0.010 77 Woods, Good, HSG D ' 0.279 98 Pond 0.740 80 >75% Grass cover, Good HSG D 1.070 85 98 Weighted Average, AMC Adjusted 0.750 80 98 70.09% Pervious Area, AMC Adjusted 0.320 98 98 29.91% Impervious Area, AMC Adjusted Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 10.0 Direct Entry, Summary for Subcatchment D-1 B: Runoff to P1 Runoff = 8.94 cfs @ 119.18 hrs, Volume= 4.422 af, Depth= 9.96" Runoff by SCS TR -20 method, UH=SCS, Split Pervious/Imperv., Time Span= 0.00-250.00 hrs, dt= 0.01 hrs Type 11 24 -hr 240.00 hrs 100 -year snowmelt Rainfall= 10.20", AMC=4 Foxwood - PDRN Type 1124 -hr 240.00 hrs 100 -year snowmelt Rainfall=10.20" AMC=4 by {enter your company name here} D 10.00-16 s/n 01427 © 2015 HvdroCAD Printed 5/6/2016 Area (ac) CN Adl Description 2.088 98 Roofs, HSG D Roofs, HSG D 0.390 77 Woods, Good, HSG D Woods, Good, HSG D * 0.097 98 Wetland Wetland 2.753 80 >75% Grass cover, Good HSG D >75% Grass cover, Good HSG D 5.328 87 98 Weighted Average, AMC Adjusted 3.143 80 98 58.99% Pervious Area, AMC Adjusted 2.185 98 98 41.01% Impervious Area, AMC Adjusted Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 15.0 Direct Entry, Summary for Subcatchment D -2A: Direct Runoff to 161 Runoff = 3.32 cfs @ 119.12 hrs, Volume= 1.617 af, Depth= 9.96" Runoff by SCS TR -20 method, UH=SCS, Split Pervious/Imperv., Time Span= 0.00-250.00 hrs, dt= 0.01 hrs Type II 24 -hr 240.00 hrs 100 -year snowmelt Rainfall= 10.20", AMC=4 Area (ac) CN Ado Description 0.158 98 Roofs, HSG D Roofs, HSG D 0.039 77 0.192 Woods, Good, HSG D * 0.000 98 80 Wetland 1.751 80 >75% Grass cover, Good HSG D 1.948 81 98 Weighted Average, AMC Adjusted 1.790 80 98 91.89% Pervious Area, AMC Adjusted 0.158 98 98 8.11% Impervious Area, AMC Adjusted Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 10.0 Direct Entry, Summary for Subcatchment D-2113: Runoff to IBI Runoff = 8.71 cfs @ 119.18 hrs, Volume= 4.307 af, Depth= 9.96" Runoff by SCS TR -20 method, UH=SCS, Split Pervious/Imperv., Time Span= 0.00-250.00 hrs, dt= 0.01 hrs Type II 24 -hr 240.00 hrs 100 -year snowmelt Rainfall= 10.20", AMC=4 Area (ac) CN Ado Description 1.819 98 Roofs, HSG D 0.773 77 Woods, Good, HSG D 0.192 98 Wetland 2.406 80 >75% Grass cover. Good. HSG D 5.190 87 98 Weighted Average, AMC Adjusted 3.179 79 98 61.25% Pervious Area, AMC Adjusted 2.011 98 98 38.75% Impervious Area, AMC Adjusted Foxwood - PDRN pdrn Type 1124-hr240.00hrs 100-yearsnowmeltRainfall=10.20° AMC=4 Prepared by {enter your company name here} Printed 5/6/2016 HydroCAD® 10.00-16 s/n 01427 © 2015 HydroCAD Software Solutions LLC Page 34 Tc Length Slope Description 15.0 Direct Entry, Summary for Subcatchment D -3A: Direct Runoff to I1812 Runoff = 2.25 cfs @ 119.12 hrs, Volume= 1.098 af, Depth= 9.96" Runoff by SCS TR -20 method, UH=SCS, Split Pervious/[mperv., Time Span= 0.00-250.00 hrs, dt= 0.01 hrs Type II 24 -hr 240.00 hrs 100 -year snowmelt Rainfall= 10.20", AMC=4 Area (ac) CN Adj Description 0.109 98 Roofs, HSG D 0.039 77 Woods, Good, HSG D 1.175 80 >75% Grass cover. Good HSG D 1.323 81 98 Weighted Average, AMC Adjusted 1.214 80 98 91.76% Pervious Area, AMC Adjusted 0.109 98 98 8.24% Impervious Area, AMC Adjusted Tc Length Slope Velocity Capacity Description _(min) (feet) Tc Length (ft/ft) (ft/sec) (cfs) 10.0 (ft/ft) Direct Entry, Summary for Subcatchment D -3B: Runoff to 1B2 Runoff = 4.26 cfs @ 119.18 hrs, Volume= 2.107 af, Depth= 9.96" Runoff by SCS TR -20 method, UH=SCS, Split Pervious/Imperv., Time Span= 0.00-250.00 hrs, dt= 0.01 hrs Type II 24 -hr 240.00 hrs 100 -year snowmelt Rainfall=10.20", AMC=4 Area (ac) CN Ad* Description 1.279 98 Roofs, HSG D 0.000 77 Woods, Good, HSG D 0.000 98 Wetland 1.260 80 >75% Grass cover, Good, HSG D 2.539 89 98 Weighted Average, AMC Adjusted 1.260 80 98 49.63% Pervious Area, AMC Adjusted 1.279 98 98 50.37% Impervious Area, AMC Adjusted Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 15.0 Direct Entry, pdrn Prepared by {enter your Foxwood - PDRN Type 1124 -hr 240.00 hrs 100 -year snowmelt Rainfall= 10.20° AMC=4 name Summary for Subcatchment D -3C: Runoff to IB2 Runoff = 2.86 cfs @ 119.18 hrs, Volume= 1.413 af, Depth= 9.96" Printed 5/6/2016 Runoff by SCS TR -20 method, UH=SCS, Split Pervious/Imperv., Time Span= 0.00-250.00 hrs, dt= 0.01 hrs Type II 24 -hr 240.00 hrs 100 -year snowmelt Rainfall= 10.20", AMC=4 Area (ac) CN Adi Description 0.809 98 Roofs, HSG D 0.135 77 Woods, Good, HSG D 0.000 98 Wetland 0.759 80 >75% Grass cover. Good HSG D 1.703 88 98 Weighted Average, AMC Adjusted 0.894 80 98 52.50% Pervious Area, AMC Adjusted 0.809 98 98 47.50% Impervious Area, AMC Adjusted Tc Length Slope Velocity Capacity Description 15.0 Runoff = Direct Entry, Summary for Subcatchment D -WI: Runoff to W1 8.19 cfs @ 119.12 hrs, Volume= 3.989 af, Depth= 9.96" Runoff by SCS TR -20 method, UH=SCS, Split Pervious/Imperv., Time Span= 0.00-250.00 hrs, dt= 0.01 hrs Type II 24 -hr 240.00 hrs 100 -year snowmelt Rainfall= 10.20", AMC=4 Area (ac) CN Ado Description 0.170 98 Roofs, HSG D 2.630 77 Woods, Good, HSG D 0.000 98 Wetland 2.006 80 >75% Grass cover, Good HSG D 4.806 79 98 Weighted Average, AMC Adjusted 4.636 78 98 96.46% Pervious Area, AMC Adjusted 0.170 98 98 3.54% Impervious Area, AMC Adjusted Tc Length Slope Velocity Capacity Description 10.0 Direct Entry, Summary for Subcatchment D -W3: Runoff to W3 Runoff = 7.28 cfs @ 119.12 hrs, Volume= 3.545 af, Depth= 9.96" Runoff by SCS TR -20 method, UH=SCS, Split Pervious/Imperv., Time Span= 0.00-250.00 hrs, dt= 0.01 hrs Type 11 24 -hr 240.00 hrs 100 -year snowmelt Rainfall= 10.20", AMC=4 Foxwood - PDRN pdrn Type 1124 -hr 240.00 hrs 100 -year snowmelt Rainfall=10.20" AMC=4 Prepared by {enter your company name here} Printed 5/6/2016 HydroCAD® 10.00-16 s/n 01427 @2015 HydroCAD Software Solutions LLC Page 36 Area (ac) CN Ado Description 0.177 98 98 Roofs, HSG D 2.564 77 77 Woods, Good, HSG D * 0.000 98 98 Wetland 1.531 80 73 >75% Grass cover. Good, HSG D 4.272 79 98 Weighted Average, AMC Adjusted 4.095 78 98 95.86% Pervious Area, AMC Adjusted 0.177 98 98 4.14% Impervious Area, AMC Adjusted Tc Length Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 10.0 Direct Entry, Summary for Subcatchment D -W4: Runoff to W4 Runoff = 2.45 cfs @ 119.12 hrs, Volume= 1.195 af, Depth= 9.96" Runoff by SCS TR -20 method, UH=SCS, Split Pervious/Imperv., Time Span= 0.00-250.00 hrs, dt= 0.01 hrs Type II 24 -hr 240.00 hrs 100 -year snowmelt Rainfall= 10.20", AMC=4 Area (ac) CN Ado Description 0.042 98 2.054 Roofs, HSG D 1.012 77 98 Woods, Good, HSG D * 0.000 98 Brush, Good, HSG D Wetland 0.386 73 2.059 Brush, Good, HSG D 1.440 77 98 Weighted Average, AMC Adjusted 1.398 76 98 97.08% Pervious Area, AMC Adjusted 0.042 98 98 2.92% Impervious Area, AMC Adjusted Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 10.0 Direct Entry, Summary for Subcatchment OFF: Offiste Runoff to IB2 Runoff = 3.40 cfs @ 119.22 hrs, Volume= 1.709 af, Depth= 9.96" Runoff by SCS TR -20 method, UH=SCS, Split Pervious/Imperv., Time Span= 0.00-250.00 hrs, dt= 0.01 hrs Type II 24 -hr 240.00 hrs 100 -year snowmelt Rainfall= 10.20", AMC=4 Area (ac) CN Adi Description 0.000 98 Roofs, HSG D 2.054 77 Woods, Good, HSG D * 0.000 98 Wetland 0.005 73 Brush, Good, HSG D 2.059 77 98 Weighted Average, AMC Adjusted 2.059 77 98 100.00% Pervious Area, AMC Adjusted pdrn Prepared by {enter your Foxwood - PDRN Type 1124 -hr 240.00 hrs 100 -year snowmelt Rainfall=10.20" AMC=4 name Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 20.0 Direct Entry, Summary for Pond I13-1: IB -1 Printed 5/6/2016 Inflow Area = 7.138 ac, 30.39% Impervious, Inflow Depth = 9.96" for 100 -year snowmelt event Inflow = 12.00 cfs @ 119.15 hrs, Volume= 5.924 of Outflow = 11.51 cfs @ 119.27 hrs, Volume= 5.812 A Atten= 4%, Lag= 7.0 min Discarded = 0.35 cfs @ 119.27 hrs, Volume= 3.213 of Primary = 11.16 cfs @ 119.27 hrs, Volume= 2.599 of Routing by Dyn-Stor-Ind method, Time Span= 0.00-250.00 hrs, dt= 0.01 hrs / 3 Peak Elev= 896.42' @ 119.27 hrs Surf.Area= 33,811 sf Storage= 34,984 cf Plug -Flow detention time= 718.4 min calculated for 5.812 of (98% of inflow) Center -of -Mass det. time= 590.7 min ( 7,889.1 - 7,298.4) Volume Invert Avail -Storage Storage Description #1 893.00' 669 cf Forebay 1 (Prismatic) Listed below (Recalc) #2 893.00' 505 cf Forebay 2 (Prismatic) Listed below (Recalc) #3 894.00' 23,503 cf Infiltration Volume (B soils) (Prismatic) Listed below (Recalc) #4 895.80' 40,500 cf Live Storage (Prismatic) Listed below (Recalc) 65,178 cf Total Available Storage Elevation Surf.Area Inc.Store Cum.Store (feet) (sq -ft) (cubic -feet) (cubic -feet) 893.00 488 0 0 894.00 850 669 669 Elevation Surf.Area Inc.Store Cum.Store (feet) (sq -ft) (cubic -feet) (cubic -feet) 893.00 350 0 0 894.00 660 505 505 Elevation Surf.Area Inc.Store Cum.Store (feet) (sq -ft) (cubic -feet) (cubic -feet) 894.00 11,415 0 0 895.80 14,700 23,503 23,503 Elevation Surf.Area Inc.Store Cum.Store (feet) (sq -ft) (cubic -feet) (cubic -feet) 895.80 14,700 0 0 896.00 16,840 3,154 3,154 898.00 20,506 37,346 40,500 Device Routing Invert Outlet Devices #1 Primary 892.50' 24.0" Round 24" RCP L= 29.3' RCP, groove end projecting, Ke= 0.200 Inlet / Outlet Invert= 892.50' / 892.35' S= 0.0051 T Cc= 0.900 pdrn Prepared Foxwood - PDRN Type 1124 -hr 240.00 hrs 100 -year snowmelt Rainfall=10.20" AMC=4 {enter your company name Printed 5/6/2016 n= 0.013 Concrete pipe, bends & connections, Flow Area= 3.14 sf #2 Discarded 893.00' 0.450 in/hr Infiltration over Surface area Phase -In= 0.01' #3 Device 1 895.80' 27.0" Horiz. 27" Beehive Grate C= 0.600 Limited to weir flow at low heads Discarded OutFlow Max=0.35 cfs @ 119.27 hrs HW=896.42' (Free Discharge) t2=Infiltration (Exfiltration Controls 0.35 cfs) PrimaryOutFlow Max=11.16 cfs @ 119.27 hrs HW=896.42' TW=0.00' (Dynamic Tailwater) t1=24" RCP (Passes 11.16 cfs of 28.96 cfs potential flow) t3=27" Beehive Grate (Weir Controls 11.16 cfs @ 2.57 fps) Summary for Pond M-2: M-2 Inflow Area = 7.624 ac, 28.82% Impervious, Inflow Depth = 9.96" for 100 -year snowmelt event Inflow = 12.71 cfs @ 119.17 hrs, Volume= 6.327 of Outflow = 12.57 cfs @ 119.23 hrs, Volume= 6.234 af, Atten= 1%, Lag= 3.3 min Discarded = 0.07 cfs @ 119.23 hrs, Volume= 1.126 of Primary = 12.50 cfs @ 119.23 hrs, Volume= 5.107 of Routing by Dyn-Stor-Ind method, Time Span= 0.00-250.00 hrs, dt= 0.01 hrs / 3 Peak Elev= 892.46' @ 119.23 hrs Surf.Area= 14,801 sf Storage= 10,085 cf Plug -Flow detention time= 251.1 min calculated for 6.233 of (99% of inflow) Center -of -Mass det. time= 150.1 min ( 7,450.2 - 7,300.1 ) Volume Invert Avail.Storage Storage Description #1 890.00' 210 cf Forebay 1 (Prismatic) Listed below (Recalc) #2 890.00' 188 cf Forebay 2 (Prismatic) Listed below (Recalc) #3 891.00' 4,757 cf Infiltration Volume (C soils) (Prismatic) Listed below (Recalc) #4 891.80' 41,347 cf Live Storage (Prismatic) Listed below (Recalc) 46,501 cf Total Available Storage Elevation Surf.Area Inc.Store Cum.Store (feet) (sq -ft) (cubic -feet) (cubic -feet) 890.00 120 0 0 891.00 300 210 210 Elevation Surf.Area Inc.Store Cum.Store (feet) (sq -ft) (cubic -feet) (cubic -feet) 890.00 100 0 0 891.00 275 188 188 Elevation Surf.Area Inc.Store Cum.Store (feet) (sq -ft) (cubic -feet) (cubic -feet) 891.00 5,596 0 0 891.80 6,296 4,757 4,757 Foxwood - PDRN pdrn Type 1124 -hr 240.00 hrs 100 -year snowmelt Rainfall=10.20" AMC=4 Prepared by {enter your company name here} Printed 5/6/2016 HydroCAD® 10.00-16 s/n 01427 © 2015 HydroCAD Software Solutions LLC Page 39 Elevation Surf.Area Inc.Store Cum.Store (feet) (sq -ft) (cubic -feet) (cubic -feet) 891.80 6,296 0 0 892.00 7,416 1,371 1,371 894.00 9,630 17,046 18,417 896.00 12,071 21,701 40,118 896.10 12,500 1,229 41,347 Device Routing Invert Outlet Devices #1 Primary 884.50' 15.0" Round 15" RCP L= 97.7' RCP, groove end projecting, Ke= 0.200 Inlet / Outlet Invert= 884.50'/ 884.00' S= 0.0051 T Cc= 0.900 n= 0.013 Concrete pipe, bends & connections, Flow Area= 1.23 sf #2 Device 3 891.80' 27.0" Horiz. 27" Beehive Grate C= 0.600 Limited to weir flow at low heads #3 Device 1 888.00' 15.0" Round 15" RCP L= 35.0' RCP, groove end projecting, Ke= 0.200 Inlet /Outlet Invert= 888.00'/ 887.83' S=0.00497 Cc= 0.900 n=0.013 Concrete pipe, bends & connections, Flow Area= 1.23 sf #4 Discarded 890.00' 0.200 in/hr Infiltration over Surface area Phase -In= 0.01' iscarded OutFlow Max=0.07 cfs @ 119.23 hrs HW=892.46' (Free Discharge) =Infiltration (Exfiltration Controls 0.07 cfs) Primary OutFlow Max=12.50 cfs @ 119.23 hrs HW=892.46' TW=0.00' (Dynamic Tailwater) t1=15" RCP (Passes 12.50 cfs of 14.18 cfs potential flow) t3=15" RCP (Passes 12.50 cfs of 12.76 cfs potential flow) 2=27" Beehive Grate (Weir Controls 12.50 cfs @ 2.66 fps) Summary for Pond P-1: Pond 1 Inflow Area = 6.398 ac, 39.15% Impervious, Inflow Depth = 9.96" for 100 -year snowmelt event Inflow = 10.74 cfs @ 119.15 hrs, Volume= 5.310 of Outflow = 7.94 cfs @ 119.55 hrs, Volume= 5.299 af, Atten= 26%, Lag= 23.6 min Primary = 7.94 cfs @ 119.55 hrs, Volume= 5.299 of Routing by Dyn-Stor-Ind method, Time Span= 0.00-250.00 hrs, dt= 0.01 hrs / 3 Starting Elev= 904.00' Surf.Area= 24,296 sf Storage= 36,518 cf Peak Elev= 905.88'@ 119.55 hrs Surf.Area= 27,310 sf Storage= 62,146 cf (25,628 cf above start) Plug -Flow detention time= 1,461.8 min calculated for 4.461 of (84% of inflow) Center -of -Mass det. time= 119.3 min ( 7,418.2 - 7,298.9) Volume Invert Avail.Storage Storage Description #1 896.00' 36,518 cf NURP (Prismatic) Listed below (Recalc) #2 904.00' 52,833 cf LIVE (Prismatic) Listed below (Recalc) 89,351 cf Total Available Storage pdrn Prepared Foxwood -PDRN Type 1124 -hr 240.00 hrs 100 -year snowmelt Rainfall=10.20" AMC=4 nter your company name here) 0-16 s/n 01427 02015 HVdroCAD Printed 5/6/2016 Elevation Surf.Area Inc.Store Cum.Store (feet) (sq -ft) (cubic -feet) (cubic -feet) 896.00 802 0 0 898.00 2,281 3,083 3,083 900.00 4,100 6,381 9,464 902.00 6,266 10,366 19,830 903.00 7,481 6,874 26,704 904.00 12,148 9,815 36,518 Elevation Surf.Area Inc.Store Cum.Store (feet) (sq -ft) (cubic -feet) (cubic -feet) 904.00 12,148 0 0 906.00 15,360 27,508 27,508 907.50 18,407 25,325 52,833 Device Routing Invert Outlet Devices #1 Primary 904.00' 15.0" Round 15" RCP L= 32.1' RCP, groove end projecting, Ke= 0.200 Inlet/ Outlet Invert= 904.00'/903.36' S= 0.0199 'P Cc= 0.900 n= 0.013 Concrete pipe, bends & connections, Flow Area= 1.23 sf Primary OutFlow Max=7.94 cfs @ 119.55 hrs HW=905.88' TW=0.00' (Dynamic Tailwater) t1=15" RCP (Barrel Controls 7.94 cfs @ 6.47 fps) Summary for Link 101: Direct Runoff to 101 Inflow Area = 0.352 ac, 0.00% Impervious, Inflow Depth = 9.96" for 100 -year snowmelt event Inflow = 0.61 cfLa 119.06 hrs, Volume= 0.292 of Primary = 0.61 cfs 119.06 hrs, Volume= 0.292 af, Atten= 0%, Lag= 0.0 min Primary outflow = Inflow, Time Span= 0.00-250.00 hrs, dt= 0.01 hrs Summary for Link T: Total Inflow Area = 32.030 ac, 22.67% Impervious, Inflow Depth > 8.25" for 100 -year snowmelt event Inflow = 49.02 cfs @ 119.17 hrs, Volume= 22.027 of Primary = 49.02 cfs @ 119.17 hrs, Volume= 22.027 af, Atten= 0%, Lag= 0.0 min Primary outflow = Inflow, Time Span= 0.00-250.00 hrs, dt= 0.01 hrs Summary for Link W-1: Wetland 1 Inflow Area = 18.342 ac, 26.41% Impervious, Inflow Depth > 7.78" for 100 -year snowmelt event Inflow = 26.49 cfs @ 119.19 hrs, Volume= 11.887 of Primary = 26.49 cfs @ 119.19 hrs, Volume= 11.887 af, Atten= 0%, Lag= 0.0 min Primary outflow = Inflow, Time Span= 0.00-250.00 hrs, dt= 0.01 hrs Foxwood - PDRN pdrn Type 1124 -hr 240.00 hrs 100 -year snowmelt Rainfall= 10. 20", AMC=4 Prepared by {enter your company name here} Printed 5/6/2016 HydroCAD@ 10.00-16 s/n 01427 02015 HvdroCAD Software Solutions LLC Paqe 41 Summary for Link W-3: Wetland 3 Inflow Area = 11.896 ac, 19.96% Impervious, Inflow Depth = 8.73" for 100 -year snowmelt event Inflow = 19.58 cfs @ 119.17 hrs, Volume= 8.653 of Primary = 19.58 cfs @ 119.17 hrs, Volume= 8.653 af, Atten= 0%, Lag= 0.0 min Primary outflow = Inflow, Time Span= 0.00-250.00 hrs, dt= 0.01 hrs Summary for Link W-4: Wetland 4 Inflow Area = 1.440 ac, 2.92% Impervious, Inflow Depth = 9.96" for 100 -year snowmelt event Inflow = 2.45 cfs @ 119.12 hrs, Volume= 1.195 of Primary = 2.45 cfs 119.12 hrs, Volume= 1.195 af, Atten= 0%, Lag= 0.0 min Primary outflow = Inflow, Time Span= 0.00-250.00 hrs, dt= 0.01 hrs pdrn Prepared by {enter your company name here) Foxwood - IBI Storage Type Il 24 -hr 100 -year Rainfall=7.38" Summary for Pond IB -1: IB -1 Printed 5/6/2016 Inflow Area = 7.138 ac, 30.39% Impervious, Inflow Depth= 5.63" for 100 -year event Inflow = 49.80 cfs @ 12.05 hrs, Volume= 3.350 of Outflow = 24.81 cfs @ 12.20 hrs, Volume= 3.350 af, Atten= 50%, Lag= 9.5 min Discarded = 0.37 cfs @ 12.20 hrs, Volume= 1.019 of Primary = 24.43 cfs @ 12.20 hrs, Volume= 2.331 of Routing by Dyn-Stor-Ind method, Time Span= 0.00-240.00 hrs, dt= 0.01 hrs / 3 Peak Elev= 897.43' @ 12.20 hrs Surf.Area= 35,669 sf Storage= 53,765 cf Plug -Flow detention time= 391.2 min calculated for 3.350 of (100% of inflow) Center -of -Mass det. time= 391.4 min ( 1,177.4 - 786.0) Volume Invert Avail.Storage Storage Description #1 893.00' 669 cf Forebay 1 (Prismatic) Listed below (Recalc) #2 893.00' 505 cf Forebay 2 (Prismatic) Listed below (Recalc) #3 894.00' 23,503 cf Infiltration Volume (B soils) (Prismatic) Listed below (Recalc) 65,178 cf Total Available Storage Elevation Surf.Area Inc.Store Cum.Store (feet) (sq -ft) (cubic -feet) (cubic -feet) 893.00 488 0 0 894.00 850 669 669 Elevation Surf.Area Inc.Store Cum.Store (feet) (sq -ft) (cubic -feet) (cubic -feet) 893.00 350 0 0 894.00 660 505 505 Elevation Surf.Area Inc.Store Cum.Store (feet) (sq -ft) (cubic -feet) (cubic -feet) 894.00 11,415 0 0 895.80 14,700 23,503 23,503 Elevation Surf.Area Inc.Store Cum.Store (feet) (sq -ft) (cubic -feet) (cubic -feet) 895.80 14,700 0 0 896.00 16,840 3,154 3,154 898.00 20,506 37,346 40,500 Device Routing Invert Outlet Devices #1 Primary 892.50' 24.0" Round 24" RCP L= 29.3' RCP, groove end projecting, Ke= 0.200 Inlet / Outlet Invert= 892.50'/ 892.35' S= 0.0051 Y Cc= 0.900 n= 0.013 Concrete pipe, bends & connections, Flow Area= 3.14 sf #2 Discarded 893.00' 0.450 in/hr Infiltration over Surface area Phase -In= 0.01' #3 Device 1 895.80' 27.0" Horiz. 27" Beehive Grate C= 0.600 Limited to weir flow at low heads pdrn Prepared by {enter your company name Foxwood - IB1 Storage Type 1124 -hr 100 -year Rainfall=7.38" Discarded OutFlow Max=0.37 cfs @ 12.20 hrs HW=897.43' (Free Discharge) t2=Infiltration (Exfiltration Controls 0.37 cfs) Printed 5/6/2016 Primary OutFlow Max=24.43 cfs @ 12.20 hrs HW=897.43' TW=0.00' (Dynamic Tailwater) t1=24" RCP (Passes 24.43 cfs of 35.36 cfs potential flow) t3=27" Beehive Grate (Orifice Controls 24.43 cfs @ 6.14 fps) OSubcat Reach Aon Link 1 Routing Diagram for pdm Prepared by {enter your company name here}, Printed 5/6/2016 HydroCAM 10.00-16 s/n 01427 9 2015 HydroCAD Software Solutions LLC Foxwood - 1132 Storage pdrn Type 1124 -hr 100 -year Rainfall=7.38" Prepared by {enter your company name here) Printed 5/6/2016 HydroCADO 10.00-16 s/n 01427 0 2015 HydroCAD Software Solutions LLC Page 2 Summary for Pond IB -2: IB -2 Inflow Area = 7.624 ac, 28.82% Impervious, Inflow Depth = 5.56" for 100 -year event Inflow = 49.23 cfs @ 12.06 hrs, Volume= 3.532 of Outflow = 17.11 cfs @ 12.31 hrs, Volume= 3.532 af, Atten= 65%, Lag= 15.2 min Discarded = 0.09 cfs @ 12.31 hrs, Volume= 0.225 of Primary = 17.02 cfs @ 12.31 hrs, Volume= 3.307 of Routing by Dyn-Stor-Ind method, Time Span= 0.00-240.00 hrs, dt= 0.01 hrs / 3 Peak Elev= 895.64'@ 12.31 hrs Surf.Area= 18,501 sf Storage= 40,991 cf Plug -Flow detention time= 106.9 min calculated for 3.531 of (100% of inflow) Center -of -Mass det. time= 107.1 min ( 896.2 - 789.1 ) Volume Invert Avail -Storage Storage Description #1 890.00' 210 cf Forebay 1 (Prismatic) Listed below (Recalc) #2 890.00' 188 cf Forebay 2 (Prismatic) Listed below (Recalc) #3 891.00' ��7�7�cf� Infiltration Volume (C soils) (Prismatic) Listed below (Recalc) #4 891.80' 8347 cP Live Storage (Prismatic) Listed below (Recalc) 46,501 cf Total Available Storage Elevation Surf.Area Inc.Store Cum.Store _ (feet) (sq -ft) (cubic -feet) (cubic -feet) 890.00 120 0 0 891.00 300 210 210 Elevation Surf.Area Inc.Store Cum.Store (feet) (sq -ft) (cubic -feet) (cubic -feet) 890.00 100 0 0 891.00 275 188 188 Elevation Surf.Area Inc.Store Cum.Store _ (feet) (sq -ft) (cubic -feet) (cubic -feet) 891.00 5,596 0 0 891.80 6,296 4,757 4,757 Elevation Surf.Area Inc.Store Cum.Store (feet) (sq -ft) (cubic -feet) (cubic -feet) 891.80 6,296 0 0 892.00 7,416 1,371 1,371 894.00 9,630 17,046 18,417 896.00 12,071 21,701 40,118 896.10 12,500 1,229 41,347 /ice Routing Invert Outlet Devices #1 Primary 884.50' 15.0" Round 15" RCP L= 97.7' RCP, groove end projecting, Ke= 0.200 Inlet / Outlet Invert= 884.50'/ 884.00' S= 0.0051 'f Cc= 0.900 n= 0.013 Concrete pipe, bends & connections, Flow Area= 1.23 sf #2 Device 3 891.80' 27.0" Horiz. 27" Beehive Grate C= 0.600 Foxwood - I132 Storage pdrn Type // 24 -hr 100 -year Rainfall=7.38" Prepared by {enter your company name here) Printed 5/6/2016 Limited to weir flow at low heads #3 Device 1 888.00' 15.0" Round 15" RCP L= 35.0' RCP, groove end projecting, Ke= 0.200 Inlet/ Outlet Invert= 888.00'/ 887.83' S= 0.0049'P Cc= 0.900 n=0.013 Concrete pipe, bends & connections, Flow Area= 1.23 sf #4 Discarded 890.00' 0.200 in/hr Infiltration over Surface area Phase -In= 0.01' iscarded OutFlow Max=0.09 cfs @ 12.31 hrs HW=895.64' (Free Discharge) =Infiltration (Exfiltration Controls 0.09 cfs) Primary OutFlow Max=17.02 cfs @ 12.31 hrs HW=895.64' TW=0.00' (Dynamic Tailwater) L -15" RCP (Barrel Controls 17.02 cfs @ 13.87 fps) L3=15" RCP (Passes 17.02 cfs of 17.76 cfs potential flow) 2=27" Beehive Grate (Passes 17.02 cfs of 37.51 cfs potential flow) Foxwood Land Cover and Volume Management Requirement Calculation Friday, May 6, 2016 Type "D" Soils From Online Web Soil Survey Existing Conditions Drainage Area Total Area Total Volume impervious Tree Cover Wetland Grass/Gravel/Trees Tree Cover [ft'] [acre] Ift21 [acre] [ft) [acre] [ft'] [acre] [ft) [acre] D-101 15349 0.352 0 0.000 8980 0.206 0 0.000 6369 0.146 D -W1 766989 17.608 6160 0.141 296247 6.801 12600 0.289 451982 10.376 D -W3 467865 10.741 3423 0.079 395180 9.072 2837 0.065 66425 1.525 D -W4 55386 1.271 0 0.000 54242 1.245 0 0.000 1145 0.026 OFF 89670 2.059 0 0.000 223 0.005 0 0.000 89448 2.053 1305589.839 1 29.972 Proposed Conditions 1305590 29.972 Drainage Area Total Area Total Volume Impervious Grass Reduction Credit Wetland/Pond Tree Cover [fta)* Ift21 [acre] [ft'] [acre] [f?1 [acre] [fel [acre] Ift21 [acre] D -1A 46590 1.070 1801 0.041 32219 0.740 12148 0.279 422 0.010 0.18 232091 5.328 90936 2.088 119937 2.753 4231 0.097 16986 0.390 D -2A 84855 1.948 6871 0.158 76267 1.751 0 0.000 1716 0.039 0.213 226081 5.190 79234 1.819 104802 2.406 8370 0.192 33675 0.773 D -3A 57647 1.323 4760 0.109 51195 1.175 0 0.000 1692 0.039 D -3B 110610 2.539 55695 1.279 54915 1.261 0 0.000 0 0.000 D -3C 74179 1.703 35231 0.809 33072 1 0.759 1 0 0.000 5875 0.135 OFF 89670 2.059 0 0.000 223 0.005 0 0.000 89448 2.053 0.101 15349 0.352 0 0.000 6369 0.146 0 0.000 8980 0.206 D -W1 209349 4.806 7407 0.170 87372 2.006 0 0.000 114570 2.630 0.W3 186105 4.272 7706 0.177 66714 1.532 0 0.000 111685 2.564 D -W4 62728 1.440 1844 0.042 16792 0.385 0 0.000 44091 1.012 1305582.941 29.972 291485 6.692 Total increased onsite imoervious surface 291.485 ft` Or 6.69 AC Araction Volume Renerated from new Infiltration Volume Credit •0.45 in/hr rate- Basin 1 * 0.2 in/hr rate - Basin 2 Total Required Volume Control 26,719 fta Total Provided Volume Control 28,260 fta Total Volume IB Volume Retained Reduction Credit (CF) [fta)* Infiltration Basin 1 23,503 23,503 Infiltration Basin 2 4,757 4,757 Total 28,260 •0.45 in/hr rate- Basin 1 * 0.2 in/hr rate - Basin 2 Total Required Volume Control 26,719 fta Total Provided Volume Control 28,260 fta F915I:1 Direct Runoff to P1 Pond 1 CD- -1 B Runoff to P1 SubCe Reach Aon FU Ilk I Routing Diagram for pdm Prepared by {enter your company name here}, Pnnted 5/5/2016 HydroCADS 10.00-16 s/n 01427 © 2015 HydroCAD Software Solufions LLC Foxwood - NURP pdrn Prepared by {enter your company name here) Printed 5/5/2016 HydroCAD® 10.00-16 s/n 01427 @2015 HydroCAD Software Solutions LLC Page 2 Area Listing (selected nodes) Area (acres) CN Description (subcatchment-numbers) 3.493 80 >75% Grass cover, Good, HSG D (D -1A, D-16) 0.279 98 Pond (D -1A) 2.129 98 Roofs, HSG D (D -1A, D -1B) 0.097 98 Wetland (D-16) 0.400 77 Woods, Good, HSG D (D -1A, D-1 B) 6.398 87 TOTAL AREA pdrn Prepared by {enter your company name h Foxwood - NURP Type 11 24 -hr 2.5" nurp Rainfall=2.50" Printed 5/5/2016 Summary for Subcatchment D -1A: Direct Runoff to P1 Runoff = 2.00 cfs @ 12.02 hrs, Volume= 0.116 of Depth= 1.30" Runoff by SCS TR -20 method, UH=SCS, Split Pervious/Imperv., Time Span= 0.00-240.00 hrs, dt= 0.01 hrs Type II 24 -hr 2.5 nurp Rainfall=2.50" Area (ac) CN Descriotion 0.041 98 Roofs, HSG D 0.010 77 Woods, Good, HSG D 0.279 98 Pond 0.740 80 >75% Grass cover, Good HSG D 1.070 85 Weighted Average 0.750 80 70.09% Pervious Area 0.320 98 29.91% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 10.0 Direct Entry, Summary for Subcatchment D-1 B: Runoff to P1 Runoff = 9.29 cfs @ 12.07 hrs, Volume= 0.646 of Depth= 1.46" Runoff by SCS TR -20 method, UH=SCS, Split Pervious/Imperv., Time Span= 0.00-240.00 hrs, dt= 0.01 hrs Type II 24 -hr 2.5 nurp Rainfall=2.50" Area (ac) CN Descriotion 2.088 98 Roofs, HSG D 0.390 77 Woods, Good, HSG D 0.097 98 Wetland 2.753 80 >75% Grass cover. Good. HSG D 5.328 87 Weighted Average 3.143 80 58.99% Pervious Area 2.185 98 41.01% Impervious Area Tc Length Slope Velocity Capacity Description 15.0 Direct Entry, Summary for Pond P-1: Pond 1 Inflow Area = 6.398 ac, 39.15% Impervious, Inflow Depth = 1.43" for 2.5 nurp event Inflow = 11.07 cfs @ 12.05 hrs, Volume= 0.762 of Outflow = 3.92 cfs @ 12.28 hrs, Volume= 0.761 af, Atten= 65%, Lag= 13.4 min Primary = 3.92 cfs @ 12.28 hrs, Volume= 0.761 of Routing by Dyn-Stor-Ind method, Time Span= 0.00-240.00 hrs, dt= 0.01 hrs / 3 pdrn Prepared by (enter your company name he Foxwood - NURP Type 11 24 -hr 2.5" nurp Rainfall=2.50" Printed 5/5/2016 Starting Elev= 904.00' Surf.Area= 24,296 sf Storage= 36,518 cf Peak Elev= 904.94' @ 12.28 hrs Surf.Area= 25,810 sf Storage= 48,681 cf (12,163 cf above start) Plug -Flow detention time= (not calculated: initial storage exceeds outflow) Center -of -Mass det. time= 139.4 min ( 941.1 - 801.7) Volume Invert Avail.Storage Storage Description #1 #2 896.00' 904.00' 36,518 cf 52,833 cf NURP (Prismatic) Listed below (Recalc) LIVE (Prismatic) Listed below (Recalc) 89,351 cf Total Available Storage Elevation Surf.Area Inc.Store Cum.Store (feet) (sq -ft) (cubic -feet) (cubic -feet) 896.00 802 0 0 898.00 2,281 3,083 3,083 900.00 4,100 6,381 9,464 902.00 6,266 10,366 19,830 0.84 AC/FT 903.00 7,481 6,874 26,704 904.00 12,148 9,815 36,518 Elevation Surf.Area Inc.Store Cum.Store (feet) (sq -ft) (cubic -feet) (cubic -feet) 904.00 12,148 0 0 906.00 15,360 27,508 27,508 907.50 18,407 25,325 52,833 Device Routing Invert Outlet Devices #1 Primary 904.00' 15.0" Round 15" RCP L= 32.1' RCP, groove end projecting, Ke= 0.200 Inlet /Outlet Invert= 904.00'/903.36' S= 0.0199 'P Cc= 0.900 n= 0.013 Concrete pipe, bends & connections, Flow Area= 1.23 sf Primary OutFlow Max=3.92 cfs @ 12.28 hrs HW=904.94' TW=0.00' (Dynamic Tailwater) t1=15" RCP (Barrel Controls 3.92 cfs @ 5.48 fps) P8 Urban Catchment Model. Version 3.5 150119-1o8-existing.pac X:12015\150119\hydro\ Existing Model msp_4989.pcp nurp50.p8p msp_4889.tem D -W1 Run Date 05/05/16 Case 150119-Pli-existing.plic FirstDate 01/01/71 Precip(m) 27.3 Title Existing Model LastDate 12/31/71 Rain(m) 21.02 PrecInle msp_4989.pcp Events 63 Snow(in) 6.32 PartHe nurp50.p8p TotalHrs 7656 TolalYrs 0.87 is Data File h se Notes: am Data File tide File Temp File File 150119-1o8-existing.pac X:12015\150119\hydro\ Existing Model msp_4989.pcp nurp50.p8p msp_4889.tem D -W1 ie Steps Per Four imum Inter -Event Time (firs) dmum Continuity Error % nfall Breakpoint (inches) cipitation Scale Factor Temp Offset (deg -F) ips Thru Storm File 4 32.0 10 2 0.8 1 0 1 iulation Dates n ---P P AMC -11 AMG 1.40 2.10 6/111970 1/1/1971 12/311971 (Snowfall Temperature (deg -Q wAeh Temperature (deg -f) wmell Coef (in/degF-0ay) Freeze Temp (deg -F) wmeh Abstraction Factor ipo-Trans. Calibration Factor wing Season Stan Month wing Season End Month 32.0 D -W1 32.0 0.06 32.0 1.00 1.00 5 10 TOTAL TOTAL ay Antecedent Rainfall + Runoff (inches) Antecedent Moisture Condition wing Season iGrowing Season AMC -11 AMG 1.40 2.10 0.50 1.10 tershed Data Watershad Name D-101 D -W1 OFF D -W4 D -W3 Runoff to Device Infihration to Device Watershed Area TOTAL TOTAL TOTAL TOTAL TOTAL 0.352 17.608 2059 1.271 10.74 SCS Curve Number (Pervious) Scale Facer for Pervious Runoff Load Indirectly Connected Impery Fraction 70 70 65 70 65 1 1 1 1 1 0 0 0 0 0 UnSwept Impervious Fraction UnSwept Depression Storage (inches) UnSwept Imperv. Runoff Coefficient UnSwept Scale Factor for Particle Loads 0 0.008 0 0 0.007 0.02 0.02 0.02 0.02 0.02 0.9 0.9 0.9 0.9 0.9 1 1 1 1 1 Swept Impervious Fraction Swept Depression Storage (inches) Swept Imperv. Runoff Coefficient Swept Scale Factor for Partite Loads 0 0 0 0 0 0.02 0.02 0.02 0.02 0.02 0.9 0.9 0.9 09 0.9 1 1 1 1 1 Frequency 1"1 107 101 101 1231 1231 7231 7231 123' Device Data Device Name TOTAL Device Type Infiltration Outlet Normal Outlet Spillway Outlet PIPE Particle Class Panicle Removal Scale Factor Bottom Elevation (ft) Bottom Area (acres) Permanent Pool Area (acres) Permanent Pool Volume (arift) Perm Pod Infift Rate (in/hr) Flood Pod Area (acres) Flood Pool Volume (ac -ft) Flood Pool Infift Rate (in/hr) Inf t Basin Void Fraction (%) P10% P30% P50% Pao% Filtration Efficiency 1%) Selling Velocity (ft/hr) First Order Decay Rate (1/day) 2nd Order Decay (1 /day -ppm) 90 100 100 100 100 Detention Pond Outlet Parameters Outlet Type Outlet Office Diameter (in) Orifice Discharge Coef Outlet Weir Length (ft) Weir Discharge Coef Perforated Riser Height (ft) Number of Holes in Riser Holes Diameter Flood Pool Drain Time (hrs) 15 0 0 0 0 0 0 0 0 0 0 Impervious Runoff Conc (ppm) Pervious Runoff Conic (pPm) Pervious Conic Exponent Accum. Rate (lbs -ac -day) Particle Removal Rate(tlday) Washoft Coefficient Washoft Exponent Sweeper Efficiency 1 0 0 0 Swale Parameters Length of Flow Path (it) Slope of Flow Path % Bottom Width (ft) Side Slope (ft-vM-h) Maximum Depth of Flow (it) Mannings n Constant Hydraulic Model 1 100 100 100 200 0 1 1 1 1 0 1.75 1.75 1.75 3.5 0 0.25 0.25 0.25 0.25 Pipe, SPlfier, Aquifer Parameter 20 Hydraulic Res. Time (hrs) 1 Particle Data Particle Fie nurp50.p8p Particle Class Po% P10% P30% P50% Pao% Filtration Efficiency 1%) Selling Velocity (ft/hr) First Order Decay Rate (1/day) 2nd Order Decay (1 /day -ppm) 90 100 100 100 100 0 0.03 0.3 1.5 15 0 0 0 0 0 0 0 0 0 0 Impervious Runoff Conc (ppm) Pervious Runoff Conic (pPm) Pervious Conic Exponent Accum. Rate (lbs -ac -day) Particle Removal Rate(tlday) Washoft Coefficient Washoft Exponent Sweeper Efficiency 1 0 0 0 0 1 100 100 100 200 0 1 1 1 1 0 1.75 1.75 1.75 3.5 0 0.25 0.25 0.25 0.25 020 20 20 20 0 2 2 2 2 0 0 0 5 15 Component Data TSS I TP 1 TKN I Cu I PS I ZN Quality Cmena (ppm) Leve11 Level 2 Level 3 0 99000 600000 13600 5 0.025 2 2 0.02 5 0.1 10 0.05 1 0.0048 0.014 0.0362 0.5 20 0.1 0.5 0.02 0.15 0.38 1 Content Scale Factor I 1 I 1 I 7 1 1 1 1 1 7 1 1 Panicle Composition (mp/ku) PO% P10% P30% P50% P80% 0 99000 600000 13600 2000 64000 250000 1000000 3850 15000 340 180 1600 22500 1000000 3850 15000 340 180 1600 22500 1000000 3850 15000 340 180 1600 22500 1000000 0 0 340 180 0 22500 P8 Urban Catchment Model, Version 3.5 Case 150119-P8-existing.p8c Title Existing Model PrecFile msp_4989.pcp PartFile nurp50.p8p Mass Balances by Device and Variable Device: TOTAL Mass Balance Term 01 watershed inflows 06 normal outlet 09 total inflow 10 surface outflow 12 total outflow 14 storage increase 15 mass balance check Reduction (%) Device: TOTAL Mass Balance Term 01 watershed inflows O6 normal outlet 09 total inflow 10 surface outflow 12 total outflow 14 storage increase 15 mass balance check Reduction (%) Flow_acft 8.94 8.94 8.94 8.94 8.94 0.00 0.00 0.00 Flow_acft 8.94 8.94 8.94 8.94 8.94 0.00 0.00 0.00 Type: PIPE Flow_cfs 0.01 0.01 0.01 0.01 0.01 0.00 0.00 0.00 Type: PIPE Flow -ds 0.01 0.01 0.01 0.01 0.01 0.00 0.00 0.00 Load -lbs 798.7 798.7 798.7 798.7 798.7 0.0 0.0 0.0 Load -lbs 4.2 4.2 4.2 4.2 4.2 0.0 0.0 0.0 FirstDate LastDate Events TotalHrs Load_lbs/yr 914.5 914.5 914.5 914.5 914.5 0.0 0.0 0.0 Load-lbs/yr 4.9 4.9 4.9 4.9 4.9 0.0 0.0 0.0 01/01!71 12/31/71 63 7656 Variable: TSS Conc ppm 32.88 32.88 32.88 32.88 32.88 Variable: TP Conc_ppm 0.17 0.17 0.17 0.17 0.17 P9 Uban CRct,mwl MMN, Vmlan 3 5 Run Uate 05W,16 Cau 15),'"&PropusM.p9c FMDate 01mPOt Preclgin, 27.3 Tile FottAmE La.D.. 12/3171 Rainjlnj 2102 P—Fie m,4989pc0 Eventa fi3 SnW ln1 8.32 P.ORw nury RR, TNa1Rn 7853 TmalYrs 0.57 P. W&er MMiry Cwnpo�wnt Osla �Canponem Name � T53 TP TYN CU PB 4J HC em Soak Pottar � � � � � � � PaNtle Cpmppa�gn�mpMq) mommmmm��� -000moom��� momommm��� momommm��� moaomom��� P8 Urban Catchment Model, Version 3.5 Case 150119-P8-proposed.p8c FirstDate Title Foxwood LastDate PrecFile msp4989.pcp Events PartFile nurp50.p8p TotalRrs Mass Balances by Device and Variable Device: OVERALL Type: NONE Mass Balance Term Flow_acft Flow_cfs Load -lbs Load-lbs/yr 01 watershed inflows 23.77 0.04 5220.6 5977.5 03 infiltrate 13.84 0.02 375.0 429.4 04 exfiltrate 13.84 0.02 0.0 0.0 05 filtered 0.00 0.00 375.0 429.4 06 normal outlet 9.71 0.02 563.5 645.2 07 spillway outlet 0.22 0.00 8.8 10.0 08 sedimen + decay 0.00 0.00 4271.2 4890.4 09 total inflow 23.77 0.04 5220.6 5977.5 10 surface outflow 9.93 0.02 572.3 655.3 11 groundw outflow 13.84 0.02 0.0 0.0 12 total outflow 23.77 0.04 572.3 655.3 13 total trapped 0.00 0.00 4646.2 5319.8 14 storage increase 0.00 0.00 0.0 0.1 15 mass balance check 0.00 0.00 2.0 2.3 Reduction (%) 0.00 0.00 90.1 90.1 Device: OVERALL Type: NONE Mass Balance Term Flow_acft Flow_cfs Load -lbs Load_lbs/yr 01 watershed inflows 23.77 0.04 18.5 21.1 03 infiltrate 13.84 0.02 5.2 5.9 04 exfiltrate 13.84 0.02 0.4 0.4 05 filtered 0.00 0.00 4.8 5.5 O6 normal outlet 9.71 0.02 4.1 4.7 07 spillway outlet 0.22 0.00 0.1 0.1 08 sedimen + decay 0.00 0.00 9.1 10.4 09 total inflow 23.77 0.04 18.5 21.1 10 surface outflow 9.93 0.02 4.2 4.8 11 groundw outflow 13.84 0.02 0.4 0.4 12 total outflow 23.77 0.04 4.5 5.2 13 total trapped 0.00 0.00 13.9 15.9 14 storage increase 0.00 0.00 0.0 0.0 15 mass balance check 0.00 0.00 0.0 0.0 Reduction (%) 0.00 0.00 75.4 75.4 01/01/71 12/31/71 63 7656 Variable: TSS Conc ppm 80.80 9.97 0.00 21.35 14.42 80.80 21.20 0.00 8.86 Variable: TP Conc_ppm 0.29 0.14 0.01 0.15 0.15 0.29 0.15 0.01 0.07 Device: POND 1 Type: POND Variable: TSS Mass Balance Term Flow_acft Flow_cfs Load -lbs Load_Ibs/yr Concypm 01 watershed inflows 6.13 0.01 1449.2 1659.3 86.98 O6 normal outlet 6.13 0.01 113.2 129.6 6.79 08 sedimen + decay 0.00 0.00 1336.0 1529.7 09 total inflow 6.13 0.01 1449.2 1659.3 86.98 10 surface outflow 6.13 0.01 113.2 129.6 6.79 12 total outflow 6.13 0.01 113.2 129.6 6.79 13 total trapped 0.00 0.00 1336.0 1529.7 14 storage increase 0.00 0.00 0.0 0.1 15 mass balance check 0.00 0.00 0.0 0.0 Reduction (%) 0.00 0.00 92.2 92.2 Device: POND 1 Type: POND Variable: TP Mass Balance Term Flow_acft Flow_cfs Load -lbs Load_lbs/yr Concypm 01 watershed inflows 6.13 0.01 5.0 5.7 0.30 06 normal outlet 6.13 0.01 2.1 2.4 0.12 08 sedimen + decay 0.00 0.00 2.9 3.4 09 total inflow 6.13 0.01 5.0 5.7 0.30 10 surface outflow 6.13 0.01 2.1 2.4 0.12 12 total outflow 6.13 0.01 2.1 2.4 0.12 13 total trapped 0.00 0.00 2.9 3.4 14 storage increase 0.00 0.00 0.0 0.0 15 mass balance check 0.00 0.00 0.0 0.0 Reduction (%) 0.00 0.00 60.1 60.1 Device: TOTAL Type: PIPE Variable: TSS Mass Balance Term Flow_acft Flow_cfs Load -lbs Load-lbs/yr Concypm 01 watershed inflows 3.58 0.01 450.3 515.6 46.27 O6 normal outlet 3.58 0.01 450.3 515.6 46.27 09 total inflow 3.58 0.01 450.3 515.6 46.27 10 surface outflow 3.58 0.01 450.3 515.6 46.27 12 total outflow, 3.58 0.01 450.3 515.6 46.27 14 storage increase 0.00 0.00 0.0 0.0 15 mass balance check 0.00 0.00 0.0 0.0 Reduction (%) 0.00 0.00 0.0 0.0 Device: TOTAL Type: PIPE Variable: TP Mass Balance Term Flow_acft Flow_cfs Load -lbs Load_lbs/yr Concypm 01 watershed inflows 3.58 0.01 2.0 2.3 0.21 06 normal outlet 3.58 0.01 2.0 2.3 0.21 09 total inflow 3.58 0.01 2.0 2.3 0.21 10 surface outflow 158 0.01 2.0 2.3 0.21 12 total outflow 3.58 0.01 2.0 2.3 0.21 14 storage increase 0.00 0.00 0.0 0.0 15 mass balance check 0.00 0.00 0.0 0.0 Reduction (%) 0.00 0.00 0.0 0.0 Device: INFILTRATION BASIN 1 Type: INF -BASIN Variable: TSS Mass Balance Term Flow_acft Flow cfs Load -lbs Load_lbstyr Conc_ppm 01 watershed inflows 7.81 0.01 1874.3 2146.0 88.32 03 infiltrate 7.81 0.01 254.8 291.8 12.01 04 exfiltrate 7.81 0.01 0.0 0.0 0.00 05 filtered 0.00 0.00 254.8 291.8 08 sedimen + decay 0.00 0.00 1617.5 1852.0 09 total inflow 7.81 0.01 1874.3 2146.0 88.32 11 groundw outflow 7.81 0.01 0.0 0.0 0.00 12 total outflow 7.81 0.01 0.0 0.0 0.00 13 total trapped 0.00 0.00 1872.3 2143.8 14 storage increase 0.00 0.00 0.0 0.0 15 mass balance check 0.00 0.00 1.9 2.2 Reduction (%) 0.00 0.00 99.9 99.9 Device: INFILTRATION BASIN 1 Type: INF -BASIN Variable: TP Mass Balance Term Flow_acft Flow_cfs Load -lbs Load_lbstyr Conc_ppm 01 watershed inflows 7.81 0.01 6.4 7.4 0.30 03 infiltrate 7.81 0.01 3.1 3.5 0.14 04 exfiltrate 7.81 0.01 0.2 0.2 0.01 O5 filtered 0.00 0.00 2.9 3.3 08 sedimen + decay 0.00 0.00 3.3 3.8 09 total inflow 7.81 0.01 6.4 7.4 0.30 11 groundw outflow, 7.81 0.01 0.2 0.2 0.01 12 total outflow 7.81 0.01 0.2 0.2 0.01 13 total trapped 0.00 0.00 6.2 7.1 14 storage increase 0.00 0.00 0.0 0.0 15 mass balance check 0.00 0.00 0.0 0.0 Reduction (%) 0.00 0.00 96.6 96.6 Device: INFILTRATION BASIN 2 Type: INF -BASIN Variable: TSS Mass Balance Term Flow_acft Flow_cfs Load -lbs Load_lbs/yr Conc_ppm 01 watershed inflows 6.25 0.01 1446.7 1656.5 85.12 03 infiltrate 6.03 0.01 1202 137.6 7.33 04 exfiltrate 6.03 0.01 0.0 0.0 0.00 05 filtered 0.00 0.00 120.2 137.6 07 spillway outlet 0.22 0.00 8.8 10.0 14.42 O8 sedimen + decay 0.00 0.00 1317.7 1508.7 09 total inflow 6.25 0.01 1446.7 1656.5 85.12 10 surface outflow 0.22 0.00 8.8 10.0 14.42 11 groundw outflow 6.03 0.01 0.0 0.0 0.00 12 total outflow 6.25 0.01 8.8 10.0 0.52 13 total trapped 0.00 0.00 1437.9 1646.4 14 storage increase 0.00 0.00 0.0 0.0 15 mass balance check 0.00 0.00 0.1 0.1 Reduction (%) 0.00 0.00 99.4 99.4 Device: INFILTRATION BASIN 2 Type: INF -BASIN Variable: TP Mass Balance Term Flow_acft Flow_cfs Load -lbs Load_lbs/yr Conc_ppm 01 watershed inflows 6.25 0.01 5.0 5.8 0.30 03 infiltrate 6.03 0.01 2.1 2.4 0.13 04 e>filtrate 6.03 0.01 0.2 0.2 0.01 05 filtered 0.00 0.00 1.9 2.2 07 spillway outlet 0.22 0.00 0.1 0.1 0.15 08 sedimen + decay 0.00 0.00 2.8 3.3 09 total inflow 6.25 0.01 5.0 5.8 0.30 10 surface outflow 0.22 0.00 0.1 0.1 0.15 11 groundw outflow 6.03 0.01 0.2 0.2 0.01 12 total outflow 6.25 0.01 0.3 0.3 0.01 13 total trapped 0.00 0.00 4.8 5.5 14 storage increase 0.00 0.00 0.0 0.0 15 mass balance check 0.00 0.00 0.0 0.0 Reduction (%) 0.00 0.00 94.9 94.9 DESIGN STORM FREQUENCY =10 YEARS MH/CB AREA [SF] AREA [AC] IMP RUNOFF A*C TIME OF CONC. [MIN] INTENSITY Q [CFS] P. DIA. P. SLOPE P. TYPE PIPE FROM TO RIM STR. CAST Bl.'11. D FROM TO TOTAL IMPERVIOUS INCR. CUM. % C INCR. CUM. PIPE CUM. i INCR. CUM. DOM S [FF/FF] LENGTH [FF] 114VERT INVERT ELEV TYPE TYPE [I"I] CB 01 FES 02 13847 4200 0.318 0.318 30% 0.41 0.131 0.131 8.00 8.00 6.11 0.801 0.801 12 0.0040 RCP 75.9 903.30 904.00 907.50 27 R4342 320 MH 03 FES 104 15 0.0100 RCP 32.1 904.00 903.68 907.31 48 R-4342 3.31 CB 10 CBMH 11 25762 6500 0.591 0.591 25% 0.38 0.223 0.223 8.00 8.00 6.11 1.361 1.361 12 0.0110 HDPE 119.6 911.80 910.48 915.50 27 84342 3.70 CBMH It CBMH 12 55583 1 39000 1.276 1 1.867 70% 0.69 0.882 1.105 0.39 F 8.39 6.01 5.298 6.637 18 0.0050 RCP 31.0 909.98 909.83 914.23 48 R -3067-V 4.25 CBMH 12 .MH 15 1 34029 1 23750 0.781 2.649 70% 0.69 0.538 1.643 0.11 8.50 5.98 3.216 9.821 24 1 0.0040 RCP 141.7 90933 908.76 914.23 60 R -3067-V 4.90 CB 13 CBhll l 14 1 50109 1 35000 1.150 1.150 70% 0.69 0.793 0.793 8.00 8.00 6.11 4.841 4.841 18 0.0022 RCP 96.0 905.43 905.22 909.63 20 R -3067-V 4.20 CBMH 14 BMH 1%" 0 1 0 0.000 1.150 0% 020 0.000 0.793 0.53 8.53 5.97 0.000 4.733 18 0.0022 RCP 66.2 905.22 905.07 912.09 48 R -3067-V 6.87 CBMIfm 4016 2800 0.092 3.891 70% 0.69 0.063 2.499 0.37 8.98 5.86 0.372 14.647 24 0.0036 RCP 248.5 905.07 904.18 915.85 60 R -3067-V 10.78 CB 16 CB%ill 11 25693 18000 0.590 0.590 70% 0.69 0.407 0.407 8.00 8.00 6.11 2.487 2.487 12 0.0050 ACP 342 908.84 908.67 912.54 20 R -3067-V 3.70 CBMH 17 CBMH 18 3030 2125 0.070 0.659 70% 0.69 0.048 0.455 0.16 8.16 6.07 0.291 2.761 12 0.0060 ACP IOLO 908.57 907.96 912.83 48 R -3067-V 4.26 11319 8374 5900 0.192 4.743 708/. 0.69 0.133 3.087 0.44 9.86 5.66 0.755 17.480 27 0.0030 RCP 553 904.17 904.00 914.85 60 R -3067-V 10.68 904.00 CB 20 CBMH 21 35795 25000 0.822 0.822 70% 0.69 0.566 0.566 8.00 8.00 6.11 3A58 3.458 15 0.0050 RCP 50.9 912.05 911.80 916.00 27 R-4342 3.95 CBMH 21 CBMH 22 16550 11600 0.380 1.202 70% 0.69 0.262 0.130 0.828 0.21 0.959 0.40 8.21 8.61 6.05 1.588 5.95 0.776 5.015 5.707 15 15 0.0060 0.0080 RCP 105.8 911.70 RCP 31.0 910.96 911.06 910.71 917.78 91632 48 48 R -3067-V 6.08 R -3067-V 5.36 CBMH 22 CBMH 23 8267 5750 0.190 1.391 70% 0.69 CBMH 23 MH 24 18382 12800 0.422 1.813 70% 0.69 0.290 1.249 0.10 8.71 5.93 1.719 7.403 15 0.0890 HDPE 140.1 910.46 898.00 91633 48 R -3067-V 5.87 MH 24 FES 25 0 0 0.000 1.813 0% 0.20 0.000 1.249 0.14 8.85 5.89 0.000 7.361 24 0.0025 RCP 23.1 895.06 895.00 902.00 48 R-1642 6.94 895.00 CB 30 CBMH 31 6763 4750 0.155 0.155 70% 0.69 0.107 0.107 8.00 8.00 6.11 0.656 0.656 12 0.0050 RCP 31.7 918.39 918.23 922.09 2,3 R -3067-V 3.70 CBMH 31 15476 10800 0.355 0.511 708/6 0.69 0.245 0.352 0.15 8.15 6.07 1.484 2.136 12 0.0050 ACP 149.9 918.13 917.38 922.25 48 R -3067-V 4.12 CB 32 CBMH 33 8934 6250 0.205 0.205 70% 0.69 0.141 0.141 8.00 8.00 6.11 0.864 0.864 12 0.0050 RCP 31.1 921.11 920.95 924.81 20 R -3067-V 3.70 CBMH 33 15250 10600 0.350 0.555 70% 0.69 0.240 0.382 0.15 8.15 6.07 1.459 2.317 12 0.0100 RCP 49.6 920.85 920.36 924.87 48 R -3067-V 4.02 CBMH 35 0 0 0.000 1.066 0% 0.20 0.000 0.734 0.17 8.87 5.89 0.000 4.321 15 0.0050 RCP 56.0 917.13 916.85 925.02 48 R -3067-V 7.89 CBMH 35 CBMH 36 4376 2200 0.100 1.166 50% 0.55 0.055 0.789 023 9.10 5.83 0.323 4604 18 0.0220 RCP 51.8 916.75 915.61 923.12 48 R -3067-V 6.37 CBMH 36 3350 1675 0.077 0.077 50% 0.55 0.042 1.141 0.06 9.19 5.81 0.246 6.635 18 0.0250 RCP 129.1 915.51 912.29 920.25 60 R -3067-V 4.74 CB 37a CBMH 37b 44750 6500 1.027 1.027 15% 0.30 0.310 0.310 8.00 8.00 6.11 1.893 1.893 12 0.0220 HDPE 25.0 915.30 914.75 919.00 27 R-4342 3.70 CBMH 37b 9245 6472 0.212 1.240 709% 0.69 0.146 0.456 0.06 8.06 6.09 0.892 2.781 12 0.0220 RCP 90.4 914.65 912.66 918.45 48 R -3067-V 3.80 CBMH 39 30393 21275 0.698 2.014 70% 0.69 0.481 2.079 0.21 9.40 5.76 2.775 11.985 18 0.1000 HDPE 139.8 912.19 898.21 918.45 48 R -3067-V 6.26 CBMH 39 FES 40 0 0 0.000 2.014 0`6% 0.20 0.000 2.079 0.11 9.52 5.74 0.000 11.931 24 0.0025 RCP 27.1 895.07 695.00 904.00 48 R-1642 8.93 895.00 MH 40 FES 41 1 24 0.0050 RCP 29.36 892.50 892.35 895.80 27 R-4342 3.30 CB 50 CBMH 51 92841 0 2.131 2.131 0%020 0.426 0.426 8.00 8.00 6.11 2.604 2.604 IS 0.0050 HDPE 38.7 912.05 911.86 916.00 27 R-4342 3.95 CBMH 51 CBMH 52 14229 10000 0.327 2.458 70% 0.69 0226 0.652 0.16 8.16 6.07 1.371 3.957 15 0.0050 RCP 40.8 911.76 911.55 916.50 48 R -3067-V 4.74 CBMH 52 CBMH 53 16592 11600 0.381 2.839 70% 0.69 0.263 0.915 0.17 8.33 6.02 1.581 5.510 15 0.0100 RCP 37.4 911.45 911.08 916.80 48 R -3067-V 5.35 CBMH 53 CBMH 54 40566 28500 0.931 3.770 708/6 0.69 0.644 1.559 0.11 8.44 5.99 3.862 9.347 15 0.0850 HDPE 164.3 910.98 897.01 916.95 48 R -3067-V 5.97 CBMH 54 MH 55 26748 10750 0.614 4.384 40% 0.48 0.296 1.855 0.16 8.60 5.95 1.760 11.042 18 0.0500 HDPE 62.4 896.76 893.64 901.00 48 R-4342 4.24 MH 55 FES 56 0 0 0.000 4.384 0•/ 0.20 0.000 1.855 0.07 8.67 5.94 0.000 11.009 24 0.0025 RCP 25.4 891.06 891.00 898.50 60 R-1642 7.44 891.00 CB 60 CBMH 61 0.297 0.297 70% 0.69 0.204 0204 8.00 8.00 6.11 1.246 1.246 12 0.0050 RCP 31.0 892.12 891.97 895.32 2,3 R-3067-V 3.20 CBMH 61 0.505 0.802 70% 0.69 0.350 0.554 0.15 8.15 6.07 2.125 3.363 15 0.0040 RCP 107.7 891.77 891.33 895.32 48 R-3067-V 3.56 CB 62 C3664325500 0.841 0.841 70% 069 0.578 0.578 8.00 8.00 6.11 3.531 3.531 15 0.0050 RCP 31.0 894.32 894.17 898.27 2x3 R-3067-V 3.95 FES 64 0.850 2.494 70"/0 0.69 0.585 1.717 0.50 8.65 5.94 3.475 10.203 21 0.0040 RCP 42.5 891.17 891.00 898.27 60 R-3067-V 7.10 891.00 FES 70 MH 72l5 15 0.0050 0.0050 RCP HDPE 40.3 35.1 892.00 888.00 891.80 887.82 NA 891.80 NA 48 NA NA R4342 3.80 CB 71 MH 72 MH 72 FES 73 15 0.0050 RCP 97.7 884.50 884.01 895.001 48 1 R-1642 10.50 884.00 GO March 14, 2016 Mr. Jon Connolly Gonyea Homes 1000 Boone Avenue North, Suite 400 Golden Valley, MN 55427 HG -TS Project Number: 16-0057 Re: Preliminary Geotechnical Exploration Report, Proposed Wilson Nursery Residential Development, 9150 Great Plains Boulevard, Chanhassen, Minnesota Dear Mr. Connolly: We have completed the preliminary geotechnical exploration report for the proposed Wilson Nursery residential development along Great Plains Boulevard in Chanhassen, Minnesota. The purpose of this geotechnical exploration was to characterize subsurface soil and ground water conditions and provide recommendations for site development. Most of the borings generally encountered about 1 to 2 feet topsoil overlying native clayey glacial till soils that extended to the termination depths of the borings. Borings SB -3, SB -6 and SB -7 encountered about 1 lh to 7 feet of fill over about 2 1/2 to 3 feet of buried topsoil underlain by about 2 to 3 feet of soft clays. Below the fill, buried topsoil and soft clays the borings also encountered native clayey glacial till soils that extended to termination depths of the borings. Groundwater was not encountered in the borings while drilling and sampling or after removing the augers from the boreholes to cave-in depths of 11 to 17 feet. The fill, topsoil and soft clay soils are not suitable for foundation support and corrections to remove these materials from within the building, roadway and oversize areas will be required. Based on the soil borings most of the corrections are anticipated to be on the order of 1 to 2 feet but at borings SB -3, SB -6 and SB -7 the corrections are anticipated to extend to depths of about 7 to 12 feet. The underlying native medium to stiff and medium dense clayey glacial till soils appear to be generally suitable for foundation support. Specific details regarding our procedures, results and recommendations follow in the attached geotechnical exploration report. 2825 Cedar Avenue S, Minneapolis, MN 55407 Thank you for the opportunity to assist you on this project. If you have any questions or need additional information please contact Paul Gionfriddo at 763-954-1101 or John Carlson at 612-979-3542. Sincerely, HAUGO GEOTECHNICAL SERVICES, LLC �i 44 low Cm� Paul S. Gionfriddo P.E. John T. Carlson, P.E. Consulting Engineer Senior Engineer Copy: Mark Rausch, Alliant Engineering PRELIMINARY GEOTECHNICAL EXPLORATION REPORT PROJECT: Proposed Wilson Nursery Residential Development 9150 Great Plains Boulevard Chanhassen, Minnesota PREPARED FOR: Gonyea Homes 1000 Boone Avenue North, Suite 400 Golden Valley, MN 55427 PREPARED BY: Haugo GeoTechnical Services 2825 Cedar Avenue South Minneapolis, MN 55407 Haugo GeoTechnical Services Project: 16-0057 March 14, 2016 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. John T. Carlson, P.E. Project Engineer License Number 20663 Expires June, 2016 •LICENSED .ti PROFESSIONALt - - i ETpINEER i = (PPti... 20669 f Ar; :1��•.. ..ray OFMINN.` ` .„ Table of Contents 1.0 INTRODUCTION 1.1 Project Description 1.2 Purpose 1.3 Site Description 1.4 Scope of Services 1.5 Documents Provided 1.6 Locations and Elevations 2.0 FIELD PROCEDURES 3.0 RESULTS 3.1 Soil Conditions 3.2 Groundwater 3.3 Laboratory Tests 3.4 OSHA Soil Classification 4.0 DISCUSSION AND RECOMMENDATIONS 4.1 Proposed Construction 4.2 Discussion 4.3 Mass Grading Recommendations 4.4 Dewatering 4.5 Interior Slabs 4.6 Below Grade Walls 4.7 Exterior Slabs 4.8 Site Grading and Drainage 4.9 Utilities 4.10 Bituminous Pavements 4.11 Infiltration Basin 5.0 CONSTRUCTION CONSIDERATIONS 5.1 Excavation 5.2 Observations 5.3 Backfill and Fills 5.4 Testing 5.5 Winter Construction 6.0 PROCEDURES 6.1 Soil Classification 6.2 Groundwater Observations 7.0 GENERAL 7.1 Subsurface Variations 7.2 Review of Design 7.3 Groundwater Fluctuations 7.4 Use of Report 7.5 Level of Care APPENDIX Soil Boring Location Sketch, Figure 1 GPS Boring Locations, Figure 2 Soil Boring Logs, SB -1 thm SB -10 Descriptive Terminology 1 1 1 1 1 2 2 K 3 3 3 4 4 4 4 5 5 7 7 7 8 9 9 9 10 11 11 11 11 11 11 12 12 12 12 12 13 13 13 13 1 1.0 INTRODUCTION 1.1 Project Description Gonyea Homes is proposing to develop the approximate 40 acre Wilson Nursery Site at 9150 Great Plains Boulevard in Chanhassen, Minnesota. Development plans include constructing about 45 single family homes along with the associated streets, underground utilities and stone water management areas. 1.2 Purpose Gonyea retained HG -TS to perform a geotechnical exploration to evaluate the suitability of soil conditions to support the anticipated residential structures and provide recommendation for site development. 1.3 Site Description The project site is the Wilson Nursery property and is generally located south of Lyman Boulevard, east of U.S. Highway 212 and west of Great Plains Boulevard in Chanhassen, Minnesota. The property is an L shaped parcel that is about 39 acres in size and contains a house, barn and nursery stock in the northern portion of the property. The southern portion of the property is mostly wooded with a few open grassy areas. The site topography is gently rolling to hilly and generally slopes to the west and south. Ground surface elevations at our boring locations ranged from about 896 to 933 feet mean sea level (MSL). 1.4 Scope of Services Our services were performed in accordance with the Haugo GeoTechnical Services LLC proposal 16-0057 which was dated January 27, 2016. Our scope of services was performed under the terms of our General Conditions and limited to the following tasks: • Completing ten (10) standard penetration test borings extending each to nominal depths of 20 feet. • Obtaining GPS coordinates and elevations at the soil boring locations. • Visually/manually classifying the samples recovered from the soil borings. • Performing laboratory tests on selected samples. • Preparing soil boring logs describing the materials encountered and the results of groundwater level measurements. • Preparing an engineering report describing soil and groundwater conditions, and providing recommendations for site development 1.5 Documents Provided We were provided a concept plan titled "WILSON TREE FARM + ADJ. PROP. CONCEPT E" which was dated February 10, 2016 and prepared by Alliant Engineering. The concept plan showed the proposed development superimposed on an aerial photograph of the property. Site data was also provided on the concept plan. 1.6 Locations and Elevations The soil boring locations were selected by HGIS based on access and the proposed development areas. Ground surface elevations at the boring locations were obtained by HUM using GPS measuring equipment. The GPS measurements were based on the MN County Coordinate System (Carver County) in US Survey Feet using the GEOID09 (Conus) model. The approximate location of the soil borings are shown on Figure 1, "Soil Boring Location Sketch', in the Appendix. 2.0 FIELD PROCEDURES The 10 standard penetration test borings were advanced on March 1 and 2, 2016 by HGTS with a rotary drilling rig, using continuous flight augers to advance the boreholes. Representative samples were obtained from the borings, using the split -barrel sampling procedures in general accordance with ASPM Specification D-1586. In the split -barrel sampling procedure, a 2 -inch O.D. split -barrel spoon is driven into the ground with a 140 -pound hammer falling 30 inches. The number of blows required to drive the sampling spoon the last 12 inches of an 18 -inch penetration is recorded as the standard penetration resistance value, or "N" value. The results of the standard penetration tests are indicated on the boring log. The samples were sealed in containers and provided to the HGTS office for testing and soil classification. A field log of each boring was prepared by the HGTS drill crew. The logs contained visual classifications of the soil materials encountered during drilling, as well as the driller's interpretation of the subsurface conditions between samples and water observation notes. The final boring logs included with this report represent an interpretation of the field logs and include modifications based on visual/manual method observation of the samples. The soil boring logs, general terminology for soil description and identification, and classification of soils for engineering purposes are also included in the appendix. The soil boring logs identify and describe the materials encountered, the relative density or consistency based on the Standard Penetration resistance (N -value, "blows per foot") and groundwater observations. The strata changes were inferred from the changes in the samples and auger cuttings. The depths shown as changes between strata are only approximate. The changes are likely transitions, variations can occur beyond the location of the boring. 2 3.0 RESULTS 3.1 Soil Conditions Most of the borings generally encountered about 1 to 2 feet topsoil overlying native clayey glacial till soils that extended to the termination depths of the borings. The topsoil predominantly consisted of sandy lean clay that contained some roots and was black in color. Borings SB -3, SB -6 and SB -7 encountered about 1 1/2 to 7 feet of fill over about 2 1/2 to 3 feet of buried clayey or sandy topsoil. The Fill included a variety of soil types including silty sand, clayey sand and sandy lean clay. Most of the fill was dark brown to black in color and bituminous was encountered at a depth of about 5 feet in boring SB -7. Below the Fill and/or topsoil the borings encountered native clayey glacial till soils that extended to termination depths of the borings. The native glacial till soils consist predominantly consisted of sandy lean clay and clayey sand with lesser amounts of silty sand. Penetration resistance values (N -Values), shown as blows per foot (bpf) on the boring log, within the glacial till soils ranged from 4 to 21 bpf. These values indicate the glacial till soils to be generally medium to very stiff in consistency or in a medium dense density with upper soft areas encountered at borings SB -3, SB -6 and SB -7. An N -Value greater than 50 bpf was recorded at a depth of about 20 feet in boring SB -8 which was likely due to gravel, cobbles or boulders with the soil. 3.2 Groundwater Groundwater was not encountered in the soil borings while drilling and sampling or after removing the augers from the boreholes to cave-in depths of 11 to 17 feet It appears that groundwater levels were below the depths explored. However, given the cohesive nature of the soil encountered, it is likely that insufficient time was available for groundwater to seep into the boring(s) and rise to its hydrostatic level. Groundwater levels could be higher. In addition the sandy lean clay glacial till can contain sand seams or sand layers and ground water can be encountered within them. These sand seams or layers, if any, may not become apparent until construction. The water level of the pond to the south and Lake Riley to the east of the site is about 875 feet. The water level of the large wetland to the northwest of the site is about 885 feet. Groundwater measurements were made as noted and shown on the boring logs. Groundwater monitoring wells or piezometers would be required to more accurately determine water levels. Seasonal and annual fluctuations in the groundwater levels should be expected. 3.3 Laboratory Tests Laboratory moisture content tests were performed on selected samples recovered from the soil borings. Moisture contents ranged from about 101/2 to 301/2 percent indicating the soils are likely near to above their optimum moisture content. Table 1 below summarizes the results of the laboratory tests. Results of the laboratory moisture content tests are also shown on the boring logs adjacent to the sample tested. Table 1. Summ of Laboratory Tests Boring Number Sample Number Depth (feet) Moisture Content (%)* SB -1 S-3 5 1512 SB -2 S-10 21/2 151/2 SB -3 S-19 5 18 SB -3 S-21 10 25 SB -5 S-36 71/2 1012 SB -6 S-43 5 301/2 SB -6 S-46 121/2 2012 SB -7 S-53 10 201/2 SB -8 S-58 21/2 201/2 SB -9 S-68 71/2 181/2 SB -10 S-75 5 17 *Moisture contents were rounded to the nearest 12 percent 3.4 OSHA Soil Classification The soils encountered in the borings primarily consisted of clayey soils corresponding to the ASTM Classification CL or SC. The clayey soils identified in the borings will be Type B soils under Department of labor Occupational Safety and Health Administration (OSHA) guidelines. Silty sand soils were also encountered in the borings which correspond to the ASTM Classification SM. The silty sand identified in the borings will be Type C soils under Department of Labor Occupational Safety and Health Administration (OSHA) guidelines. 4.0 DISCUSSION AND RECOMMENDATIONS 4.1 Proposed Construction Final grading or construction plans for the development were not available at the time of this report. We understand the project will consist of preparing about 45 house pads and the associated streets, underground utilities and storm water management areas (ponds/infiltration basins). 9 We anticipate that the new homes will be full -basement, full basement walkout, walkout or lookout styles and will include one or two stories above grade. The new homes will likely consist of cast -in-place concrete or masonry block foundation walls supported on concrete spread footings. We anticipate above grade construction to consist of wood framing, a pitched roof and asphalt shingles. Based on the assumed construction we estimate wall loadings will range from about 1 to 2 kips (1,000 to 2,000 pounds) per lineal foot and column loads, if any, will be less than 50 kips (50,000 pounds). 4.2 Discussion Most of the borings generally encountered about 1 to 2 feet topsoil overlying native clayey glacial till soils that extended to the termination depths of the borings. Borings SB -3, SB -6 and SB -7 encountered about 1 lh to 7 feet of fill over about 21h to 3 feet of buried topsoil underlain by about 2 to 3 feet of soft clays. Below the fill, buried topsoil and soft clays the borings also encountered native clayey glacial till soils that extended to termination depths of the borings. Groundwater was not encountered in the borings while drilling and sampling or after removing the augers from the boreholes to cave-in depths of 11 to 17 feet. The vegetation, fill, topsoil and soft or very loose soils are not suitable for foundation support and corrections to remove these materials from within the building and oversize areas will be required. Based on the soil borings most of the corrections are anticipated to be on the order of 1 to 2 feet but at borings SB -3, SB -6 and SB -7 the corrections are anticipated to extend to depths of about 7 to 12 feet. The underlying medium to stiff or medium dense native glacial till soils appear generally suitable for foundation support. Groundwater was not encountered in the borings while drilling and sampling or after removing the augers from the boreholes to cave-in depths of 11 to 17 feet. We do not anticipate that groundwater will be encountered during construction. 4.3 Mass Grading Recommendations Excavation We recommend that all vegetation, topsoil, existing fill soils, buried topsoil and any soft or loose soil be removed from the proposed house and oversize areas. We anticipate that the existing structures on the property will be demolished for the proposed development. We recommend that any building remnants or debris associated with any existing or former structure(s) including footings, foundation walls, floor slabs and utilities be removed from within the building and oversize areas. Table 2 below summarizes the anticipated excavation depths at the boring locations. Excavation depths may vary and could be deeper. 5 Table 2. Anticipated Mass Grading Excavation Depths Boring Number Measured Surface Elevation feet Anticipated Excavation Depth (feet)* Anticipated Excavation Elevation (feet)* SB -1 921.6 1 9201/2 SB -2 911.0 1 910 SB -3 915.8 Pond Area - SB -4 8%.1 2 894 SB -5 899.1 Pond Area - SB -6 893.1 7 886 SB -7 8%.5 12 8841/2 SB -8 901.7 1 9001/2 SB -9 918.5 1 9171h SB -10 933.3 1 93212 *Excavation depths and elevation were rounded to the nearest 1h foot Oversizing Where excavations for soil corrections extend below the proposed footing or house pad elevations oversizing (widening) of the excavations will be required. This oversizing is required to provide lateral support of the replacement backfill and the structural loads it will support. We recommend oversizing (widening) the excavation 1 foot horizontally beyond the outer edges of the perimeter house pads for each foot the excavation extends below the bottom of the desired pad elevation (11-1V oversizing). Soil Backfill Fill required to attain site grades and may consist of any debris -free, non- organic mineral soil. Based on the soil borings, the on-site native glacial till soils identified as sandy lean clay, clayey sand and silly sand appear generally suitable for re- use as fill or backfill provided it is free of organic material or other deleterious material. Some moisture conditioning (drying or wetting) of these soils will likely be required to meet the recommended compaction levels. The topsoil and buried topsoil, including soils that are black in color, are not suitable for re -use as fill or backfill. It may be possible to reuse these materials in "green areas" on the site such as landscaping berms. Compaction We recommend that backfill placed to attain site grades be compacted to a minimum of 95 percent of its standard Proctor density (ASTM D 698). All fill soils should be placed within 3 percentage points above and 1 percentage point below its optimum moisture content as determined by the standard Proctor. All fill should be placed in thin lifts and be compacted with a large self-propelled vibratory compactor operating in vibratory mode. In areas where fill depths will exceed 10 feet we recommend that compaction levels be increased to minimum of 100 percent of the materials standard Proctor density. Even with the increased compaction levels a construction delay may be appropriate to allow for post construction settlement of the fill mass. Fill and backfill placed on slopes, if any, must be "benched" into the underlying suitable soil to reduce the potential for slip planes to develop between the fill and underlying soil. We recommend "benching" or excavating into the slope at 2 feet vertical intervals to key the fill into the slope. We recommend each bench be a minimum of 5 feet wide. Foundations We recommend the perimeter footings bear a minimum of 42 inches below the exterior grade for frost protection. Interior footings may be placed immediately below the slab provided construction does not occur during below freezing weather conditions. Foundation elements in unheated areas should bear at least 5 feet below exterior grade for frost protection. We anticipate the foundations and floor slabs will bear on compacted engineered fill or native clayey soils (sandy lean clay or clayey sand). With the building pads prepared as recommended it is our opinion the footings can be designed for a net allowable bearing pressure up to 2,000 pounds per square foot (psf). We anticipate total and differential settlement of the foundations will be less than 1 inch and 1/2 inch, respectively. 4.4 Dewatering Groundwater was not encountered in the soil borings and we do not anticipate that dewatering will be required. 4.5 Interior Slabs If floor coverings or coatings less permeable than the concrete slab will be used, we recommend that a vapor retarder or vapor barrier be placed immediately beneath the slab. Some contractors prefer to bury the vapor barrier or vapor retarder beneath a layer of sand to reduce curling and shrinkage, but this practice often traps water between the slab and vapor retarder or barrier. Regardless of where the vapor retarder or vapor barrier is placed, we recommend consulting the floor covering manufacturer regarding the appropriate type, use and installation of the vapor retarder or vapor barrier to preserve the warranty. We recommend following all state and local building codes in regards to a radon mitigation plan beneath interior slabs. 4.6 Below Grade Walls Full basement, walkout and lookout style homes will likely have foundation walls or below grade (partial basement) walls that will have lateral loads from the surrounding soil transmitted to them. Site soil consisted predominantly of clayey/cohesive soils. We recommend general waterproofing of the below grade walls because of the potential cost impacts related to seepage after construction. We recommend installing drain tile behind the below grade walls, adjacent to the wall footing and below the slab elevation. preferably the drain tile should consist of perforated pipe embedded in gravel. A geotextile filter fabric should encase the pipe and gravel. The drain tile should be routed to a storm sewer, sump pump or other suitable discharge site. rJ Unless a drainage composite is placed against the backs of the exterior perimeter below - grade walls we recommend that backfill placed within 2 feet of the walls consist of sand having less than 50 percent of the particles by weight passing the #40 sieve and less than 5 percent of the particles by weight passing the #200 sieve. We recommend the balance of the backfill for the walls consist of sand however the sand may contain up to 20 percent of the particles by weight passing the #200 sieve. Foundation walls or below grade (basement) walls will have lateral loads from the surrounding soil transmitted to them. Active earth pressures can be used to design the below grade walls if the walls are allowed to rotate slightly. If wall rotation cannot be tolerated then below grade wall design should be based on at -rest earth pressures. We recommend the following soil parameters be used for below grade/retaining wall design, shown in Table 3. These design parameters are based on the assumptions that the walls are drained, there are no surcharge loads within a horizontal distance equal to the height of the wall and the backfill is level. Table 3. Soil Parameters Resistance to lateral earth pressures will be provided by passive resistance against the wall footings and by sliding resistance along the bottom of the wall footings. We recommend a sliding coefficient of 0.35. This value does not include a factor of safety. 4.7 Exterior Slabs Exterior slabs will likely be underlain by clayey soils which are considered moderately frost susceptible. If these soils become saturated and freeze, significant heave may occur. This heave can be a nuisance in front of doors and at other critical grade areas. One way to help reduce the potential for heaving is to remove the frost -susceptible soils below the slabs down to bottom of footing grades, and replace them with non -frost -susceptible backfill consisting of sand having less than 5 percent of the particles by weight passing the number 200 sieve. If this approach is used and the excavation bottoms terminate in non -free draining granular soil we recommend a drain the be installed along the bottom outer edges of the excavation to collect and remove any water that may accumulate within the sand. The bottom of the excavation should be graded away from the building. If the banks of the excavations to remove the frost -susceptible soils are not sloped, abrupt transitions between the frost -susceptible and non -frost -susceptible backfill will exist along which unfavorable amounts of differential heaving may occur. Such transitions could exist between exterior slabs and sidewalks, between exterior slabs and pavements and along the slabs themselves if the excavations are confined to only the building entrances. To address this issue we recommend sloping the excavations to remove frost -susceptible soils at a minimum 3:1 (horizontal: vertical) gradient. Estimated Estimated At -Rest Active Soil Passive Soil Soil Type Unit Weight Friction Angle Pressure Pressure Pressure de Clay 135 28 70 50 375 Sand 125 32 60 40 405 Resistance to lateral earth pressures will be provided by passive resistance against the wall footings and by sliding resistance along the bottom of the wall footings. We recommend a sliding coefficient of 0.35. This value does not include a factor of safety. 4.7 Exterior Slabs Exterior slabs will likely be underlain by clayey soils which are considered moderately frost susceptible. If these soils become saturated and freeze, significant heave may occur. This heave can be a nuisance in front of doors and at other critical grade areas. One way to help reduce the potential for heaving is to remove the frost -susceptible soils below the slabs down to bottom of footing grades, and replace them with non -frost -susceptible backfill consisting of sand having less than 5 percent of the particles by weight passing the number 200 sieve. If this approach is used and the excavation bottoms terminate in non -free draining granular soil we recommend a drain the be installed along the bottom outer edges of the excavation to collect and remove any water that may accumulate within the sand. The bottom of the excavation should be graded away from the building. If the banks of the excavations to remove the frost -susceptible soils are not sloped, abrupt transitions between the frost -susceptible and non -frost -susceptible backfill will exist along which unfavorable amounts of differential heaving may occur. Such transitions could exist between exterior slabs and sidewalks, between exterior slabs and pavements and along the slabs themselves if the excavations are confined to only the building entrances. To address this issue we recommend sloping the excavations to remove frost -susceptible soils at a minimum 3:1 (horizontal: vertical) gradient. An alternative method of reducing frost heave is to place a minimum of 2 inches of extruded polystyrene foam insulation beneath the slabs and extending it about 4 feet beyond the slabs. The insulation will reduce frost penetration into the underlying soil and reduce heave. Six to 12 inches of granular soil is typically placed over the insulation to protect it during construction. Another alternative for reducing frost heave is to support the slabs on frost depth footings. A void space of at least 4 inches should be provided between the slab and the underlying soil to allow the soil to heave without affecting the slabs. 4.8 Site Grading and Drainage We recommend the site be graded to provide positive run-off away from the proposed houses. We recommend landscaped areas be sloped a minimum of 6 inches within 10 feet of the house and slabs be sloped a minimum of 2 inches. In addition we recommend downspouts with long splash blocks or extensions for each house. We recommend the lowest floor grades be constructed to maintain at least a 2 -foot separation between the lowest floor slab and 100 year flood levels of any adjacent water features such as wetlands, ponds or infiltration basins. 4.9 Utilities We anticipate that the utilities will be supported on native the glacial till soils which in our opinion are suitable for pipe support. We recommend removing all existing fill, topsoil, buried topsoil, soft or loose or other unsuitable soil, if encountered, beneath utilities prior to placement. We recommend bedding material be thoroughly compacted around the pipes. We recommend trench backfill above the pipes be compacted to a minimum of 95 percent beneath slabs and pavements, the exception being within 3 feet of the proposed pavement subgrade, where 100 percent of standard Proctor density is required. In landscaped areas we recommend a minimum compaction of 90 percent. 4.10 Bituminous Pavements We anticipate that the bituminous pavements will be constructed in accordance with the City of Chanhassen standard plates which include a sand subbase. The following paragraphs provide pavement recommendations in the absence of City of Chanhassen standard plates. We recommend removing all vegetation, topsoil, or other unsuitable materials from within the pavement subgrade. Backfill, if needed, to attain pavement subgrade elevation can consist of any mineral soil provided it is free of organic material or other deleterious materials. We recommend compacting the backfill at moisture contents within a range of 1 percentage point below and 3 percentage points above its optimum moisture content. The upper 3 feet of fill and backfill should be compacted to a minimum of 100 percent of its standard Proctor maximum dry density. The new pavements will be constructed with a drained sand sub -base below the aggregate base course. We recommend using sand with less than 12% passing the #200 sieve, such as MN/DOT 3149.2B2 (Select Granular Borrow). We recommend the sub- base extend beneath the curbs and to 2 feet beyond the outside edges of the curbs for frost and drainage uniformity. Sand layers outside the curbs should be capped with slow draining soil to reduce surface water infiltration. We recommend drainpipes (finger drains) be installed in the sand sub -base to remove infiltrating water. The finger drains should be connected to the catch basins. The slope of the bottom of the sub -cut should be such that water is directed to the drainage areas. The sub -cut bottom should not include depressions that can act as reservoirs for water collection. We recommend aggregate base meeting MN/DOT specification 3138 for Class 5 aggregate base. We recommend the aggregate base be compacted to 100 percent of its maximum standard Proctor dry density. We recommend that the bituminous wear and base courses meet the requirement of MN/DOT specification 2360. We recommend the bituminous pavements be compacted to at least 92% of the maximum theoretical density. The streets/roadways will include concrete curb and gutter. We recommend specifying concrete that has a minimum 28 day compressive strength of 3,900 psi. We recommend specifying 5 to 8 percent entrained air for exposed concrete to provide resistance to freeze -thaw deterioration. We recommend slump, air content and compressive strength test of Portland cement concrete. 4.11 Infiltration Basin Soil borings 513-3 and SB -5 were performed in the proposed storm water management areas (ponds/infiltration basins). These borings encountered about 1 to 5 feet of topsoil or clayey fill/buried topsoil overlying native clayey/cohesive glacial till soils. We were not provided any information regarding pond depths but anticipate the bottoms of the ponds will bear about 5 to 10 feet below existing site grades. We recommend using the infiltration rates presented in Table 1 below, which were obtained from Table 12.BIO.8 of the "Minnesota Storm Water Manual", Revised December 16, 2013, for infiltration basin design. Table 1. Design Infiltration Rates In-situ soils Soil Description Design Infiltration Rate (in/hr) SM Silty Sand 0.45 SC Cla a Sand 0.2 CL Sandy Lean Clay 0.06 10 Field tests (double ring infiltrometer) can be performed within the proposed infiltration basin area to verify infiltration rates of the in-situ soils. We would be pleased to provide these services if required or requested. 5.0 CONSTRUCTION CONSIDERATIONS 5.1 Excavation The borings indicated that at the anticipated excavation depths the sand soils in the sidewalls of the excavations will be primarily Type B soil under Department of Labor Occupational Safety and Health Administration (OSHA) guidelines. Temporary excavations in Type C soils should be constructed at a minimum of 1 foot horizontal to every 1 foot vertical. Slopes constructed in this manner may still exhibit surface sloughing. If site constraints do not allow the construction of slopes with these dimensions then temporary shoring may be required. 5.2 Observations A geotechnical engineer should observe the excavation subgrade to evaluate if the subgrade soils are similar to those encountered in the borings and adequate to support the proposed construction. 5.3 Backfill and Fills The native glacial till soils appear to be above their assumed optimum moisture contents. Some moisture conditioning (drying) of these soils may be required, depending, in part on seasonal factors, to achieve the recommended compaction. We recommend that fill and backfill be placed in lifts not exceeding 4 to 12 inches, depending on the size of the compactor and materials used. 5.4 Testing We recommend density tests of backfill and fills placed for the new house pads. Samples of the proposed materials should be submitted to our laboratory prior to placement for evaluation of their suitability and to determine their optimum moisture content and maximum dry density (Standard Proctor). 5.5 Winter Construction If site grading and construction is anticipated to proceed during cold weather, all snow and ice should be removed from cut and fill areas prior to additional grading and placement of fill. No fill should be placed on frozen soil and no frozen soil should be used as fill or backfill. Concrete delivered to the site should meet the temperature requirements of ASTM and/or ACI. Concrete should not be placed on frozen soil. Concrete should be 11 protected from freezing until the necessary strength is obtained. Frost should not be permitted to penetrate below the footings. 6.0 PROCEDURES 6.1 Soil Classification The drill crew chief visually and manually classified the soils encountered in the borings in general accordance with ASTM D 2488, "Description and Identification of Soils (Visual -Manual Procedure)". Soil terminology notes are included in the Appendix. The samples were returned to our laboratory for review of the field classification by a soils engineer. Samples will be retained for a period of 30 days. 6.2 Groundwater Observations Immediately after taking the final samples in the bottom of the borings, the holes were checked for the presence of groundwater. Immediately after removing the augers from the borehole the holes were once again checked and the depth to water and cave-in depths were noted. 7.0 GENERAL 9.1 Subsurface Variations The analyses and recommendations presented in this report are based on data obtained from a limited number of soil borings. Variations can occur away from the borings, the nature of which may not become apparent until additional exploration work is completed or construction is conducted. A reevaluation of the recommendations in this report should be made after performing on-site observations during construction to note the characteristics of any variations. The variations may result in additional foundation costs and it is suggested that a contingency be provided for this purpose. It is recommended that we be retained to perform the observation and testing program during construction to evaluate whether the design is as expected, if any design changes have affected the validity of our recommendations, and if our recommendations have been correctly interpreted and implemented in the designs, specifications and construction methods. This will allow correlation of the soil conditions encountered during construction to the soil borings and will provide continuity of professional responsibility. 12 7.2 Review of Design This report is based on the design of the proposed development as related to us for preparation of this report. It is recommended that we be retained to review the geotechnical aspects of the design and specifications. With the review we will evaluate whether any changes have affected the validity of the recommendations and whether our recommendations have been correctly interpreted and implemented in the design and specifications. 7.3 Groundwater Fluctuations We made water level measurements in the borings at the times and under the conditions stated on the boring logs. The data was interpreted in the text of this report. The period of observation was relatively short and fluctuations in the groundwater level may occur due to rainfall, flooding, irrigation, spring thaw, drainage, and other seasonal and annual factors not evident at the time the observations were made. Design drawings and specifications and construction planning should recognize the possibility of fluctuations. 7.4 Use of Report This report is for the exclusive use of Gonyea Homes & Remodeling and their design team to use to design the proposed structure and prepare construction documents. In the absence of our written approval, we make no representation and assume no responsibility to other parties regarding this report. The data, analysis and recommendations may not be appropriate for other structures or purposes. We recommend that parties contemplating other structures or purposes contact us. 73 Level of Care Haugo GeoTechnical Services, LLC has used the degree of skill and care ordinarily exercised under similar circumstance by members of the profession currently practicing in this locality. No warranty expressed or implied is made. it] APPENDIX = Approximate Soil Boring Location S Soil Boring Location Sketch 9150 Great Plains Blvd Chanhassen, Minnesota Figure #: I Drawn By: RD Date: 3/7/16 Scale: None Project #: 16-0057 GO HGTS# 16-0057 Figure 2: GPS Boring Locations Boring Number Elevation (US Survey Feet) Northing Coordinate Easting Coordinate SB -1 921.61 172144.56 558957.97 SB -2 911.05 172431.90 558778.41 SB -3 915.76 172403.54 558952.04 SB -4 896.10 172476.48 558577.12 SB -5 899.12 172140.88 558195.84 SB -6 893.11 172355.02 558535.52 SB -7 896.47 172342.75 558664.28 SB -8 901.74 172170.82 558423.03 SB -9 918.53 171988.09 558298.23 SB -10 933.32 171706.59 558300.35 Referencing Minnesota County Coordinates Basis - Carver County (GEOID09 Conus model). 2825 Cedar Avenue S, Minneapolis, MN 55407 Haugo GTS BORING NUMBER SBA A.0 GO 2825 Cedar AveS PAGE 1 OF 1 Minneapolis, MN 55407 Telephone: 612-729-2959 Fax: 763-445-2238 CLIENT Gonyea Homes PROJECT NAME Wilson Nursery PROJECT NUMBER 16-0057 PROJECT LOCATION Chanhassen MN DATE STARTED 3/1/16 COMPLETED 3/1/16 GROUND ELEVATION 921.6 8 HOLE SIZE 3 1/4 inches DRILLING CONTRACTOR HGTS GROUND WATER LEVELS: DRILLING METHOD Hollow Stem Auger/Split Spoon AT TIME OF DRILLING — Not Encountered LOGGED BY MS CHECKED BY JC AT END OF DRILLING — Not Encountered NOTES AFTER DRILLING — Not Encountered at Cave -In Depth of 14 feel a r 0 0 v a 0 of C7 MATERIAL DESCRIPTION W of a0 2Z o y > O 0 U W N W O j¢ MO> UZ ..., w w Y` U a t 5 z O" >- of • SPT N VALUE A 20 40 60 80 I— • I 20 40 60 80 ❑ FINES CONTENT (%) ❑ 20 40 60 80 — Sandy Lean Clay, dark brown, moist to wet. (Topsoil) AU .-01: 1 - (CL) Sandy Lean Clay, trace Gravel, brown with rust staining, moist to wet, rather stiff to very stiff. - (Glacial Till) SS 4-5-5 - 2 (10) .. 5 487 CSS 3 (13) 6-7-9 FSS 4 (16) - - 10 SS 387 5 (13) SS 487 6 (13) - 15 SS 488 7 (16) 20 SS 3-9-9 _._.. _... 8 (18) Bottom of borehole at 21.0 feet. Haugo GTS BORING NUMBER SB-2 AU 2825 Cedar AveS PAGE 1 OF 1 Minneapolis, MN 55407 Telephone: 612-729-2959 Far. 763-445-2238 CLIENT Gonvea Homes PROJECT NAME Wilson Nursery PROJECT NUMBER 16-0057 PROJECT LOCATION Chanhassen MN DATE STARTED 3/1/16 COMPLETED 3/1/16 GROUND ELEVATION 911111 HOLE SIZE 31/4 inches _ DRILLING CONTRACTOR HGTS GROUND WATER LEVELS: DRILLING METHOD Hollow Stem Auger/Split Spoon AT TIME OF DRILLING — Not Encountered LOGGED BY MS CHECKED BY JC AT END OF DRILLING — Not Encountered NOTES AFTER DRILLING —Not Encountered at Cave4n Depth of 16 feet W o r ♦ SPT N VALUE U rc YN w W 5 20 40 60 80 'L LL a c O MATERIAL DESCRIPTION w Ir > d p j Q w —,& io -� a� O� m0> �" 20 40 60 80 Z v ? UYU" of ¢ O ❑ FINES CONTENT (%) ❑ 0 20 40 60 80 —77. Sandy Lean Clay, trace Roots, dark brown, wet. (Topsoil) AU 9 _...... _...:.......:.......:...... (CL) Sandy Lean Clay, trace Gravel, with Poorly Graded Sand seam at about 15 feet, brown with rust staining, moist to wet, medium to very stiff. (Glacial Till) U1-10S 3J.5(8) *• i 5 i L-11 (13) i i IS 6-9-11 i L12 (20) _.__. _........_.. �.......i.._. i 10 -__[.._._:.......;.. SS 4-8-9 i U13 (17) C 4-9-9 15 SS S4-7-8 ......... ..... __. 15 (15) 20 " SS9-9-10 .._.. .......:.......:.......:..... 16 (19) - Bottom of borehole at 21.0 feet. Haugo GTS BORING NUMBER SB-3 HAUGO 2825 Cedar AveS PAGE 1 OF 1 Minneapolis, 55407 Telephone: 61212 -729-2959 Fax: 763-445-2238 CLIENT Gonyea Homes PROJECT NAME Wilson Nursery PROJECT NUMBER 16-0057 PROJECT LOCATION Chanhassen, MN DATE STARTED 3/1/16 COMPLETED 311/16 GROUNDELEVATION 915.8ft HOLE SIZE 31/4 inches DRILLING CONTRACTOR HGTS GROUND WATER LEVELS: DRILLING METHOD Hollow Stem Auger/Split Spoon AT TIME OF DRILLING — Not Encountered LOGGED BY MS CHECKED BY JC AT END OF DRILLING — Nol Enooundered NOTES AFTER DRILLING —Not Encountered at Cave4n Depth of 14 feet w p 0 O C7 MATERIAL DESCRIPTION wa M a. Z) z e j 0 O� o j¢ m0> O z z w Y" Oa 5 z a ='" of ♦ SPT N VALUE 20 40 60 80 PL MC LL M� 20 40 60 80 ❑ FINES CONTENT (%) ❑ 20 40 60 80 Sandy Lean Clay, with Gravel, brown and grey, moist to wet. (FILL) AU 17 ......:.......:.......:......:.... — Silly Sand, trace Roots and Fibers, black, moist. (Buded Topsoil) SS 232 T:. L,S 1-2-2 (4) ) 5 (SC) Clayey Sand, grey, moist to wet, very loose. (Glacial Till) (CL) Sandy Lean Clay, trace Roots, light grey with rust staining at about 10 feet, wet, rather stiff. (Glacial Till) IS 2-4-5U20 (9) ............................. 10 �..........;..... ;. SS 2-4-5 U21 (9) I (CL) Sandy Lean Clay, trace Gravel, brown with rust staining, moist to wet, stiff to very stiff. (Glacial Outwash) IS L22 3-6-8 (14) .. _..;.......�__ 15 '...._........;...... i... 3-9-10 ..... L23 (19) 20 i.... i. SS U24 6-8-10 ..... _.. _. (I 8) Bottom of borehole at 21.0 feet. Haugo GTS BORING NUMBER SB -4 GO 2825 Cedar Ave S PAGE 1 OF 1 ALIQUICAL Minneapolis, MN 55407 . Telephone: 612-729-2959 Fax 763-445-2238 CLIENT Gonvea Homes PROJECT NAME Wilson Nursery _ PROJECT NUMBER 16-0057 PROJECT LOCATION Chanhassen MN DATE STARTED 3/1/16 COMPLETED 3/1/16 GROUND ELEVATION 896.1111 HOLE SUE 3 114 inches DRILLING CONTRACTOR HGTS GROUND WATER LEVELS: DRILLING METHOD Hollow Stem Auger/Split Spoon AT TIME OF DRILLING — Not Encountered LOGGED BY MS CHECKED BY JC AT END OF DRILLING Not Encountered NOTES AFTER DRILLING — Not Encountered at Cave -In Depth of 12 feel W -A z t ♦ SPT N VALUE U 0. w y �0 kn w 3~O w n 5 t- 20 40 60 80 PL MC LL MATERIAL DESCRIPTION W M O O j¢ m0> W d x" z a O-- 20r 4060 r80 pv a0 O(Y ❑ FINES CONTENT (%) ❑ O Q2 W UZ 0 20 40 60 80 5 inches of Aggregate Base. AU - '� 25 Sandy Lean Clay, trace Roots, black. (Buried Topsoil) (CL) Sandy Lean Clay, trace Gravel, light grey with rust staining, moist to wet, rather stiff. (Glacial Till) SS U26 34-6 (10) i 5 U27 34-5 3 i (9) (CL) Sandy Lean Clay, trace Gravel, brown, moist to wet, rather i stiff to very stiff. (Glacial Till) 3E-9 ' L28 (15) - i i i 10 ..... SS L29 4-6-6 i i (12) I 1.. L 748-8 15 '...__ SS S4-10-9 ...-.. _.._...-- 37 (19) (CL) Sandy Lean Clay, trace Gravel, grey, moist to wet, very stiff. 20 (Glacial Till) i i...... SS5-7-11 ......_..... ...... ....... 32 (78) Bottom of borehole at 21.0 feet. Haugo GTS BORING NUMBER SB-5 HAIJ-Cill 2825 Cedar Ave S PAGE 1 OF 1 Minneapolis, MN 55407 Telephone: 612-729-2959 Fax 763-445-2238 CLIENT Gonvea Homes PROJECT NAME Wilson Nursery PROJECT NUMBER 16-0057 PROJECT LOCATION Chanhassen. MN DATE STARTED 3/1/16 COMPLETED 3/1/16 GROUND ELEVATION 899.1 It HOLE S12E 3 114 inches DRILLING CONTRACTOR HGTS GROUND WATER LEVELS: DRILLING METHOD Hollow Stem Auger/Split Spoon AT TIME OF DRILLING — Not Encountered LOGGED BY MS CHECKED BY JC AT END OF DRILLING — Not Encountered NOTES AFTER DRILLING — Not Encountered at Cave-In Depth of 16 feet W o 0 U a O MATERIAL DESCRIPTION w o_ W 0.Z N o > > d �� of (no O j Q mOZ z a W w v a r 5 z1 Y o ♦ SPT N VALUE 20 40 60 80 PL MC ILL 20 40 60 80 El FINES CONTENT (%) ❑ 20 40 60 80 — Sandy Lean Clay, trace Roots, black, wet. (Topsoil) AU 33 - - - (CL) Sandy Lean Clay, trace Gravel, brown, moist, very stiff. (Glacial Till) SS 5-9-9 34 (18):.... ._.. _.. - (SC-SM) Silty Clayey Sand, trace Gravel, brown, moist, medium 5 _ dense. (Glacial Till) .: IS 57-8 _.:.._ _..,_.. (15) ... .......... _. . .. (SM) Silty Sand, mostly fine to medium grained, trace Gravel, brown, moist, medium dense. (Glacial Till) SS 10-105 36 (19) 10 - ----- (CL) Sandy Lean Clay, trace Gravel, brown, moist, stiff to very stilt. (Glacial Till) U37 4-5-9 (14) USS 7(17) 15 ..;....... .._ SSK 4-6x9 39 (15) 20 SS S8-8-8 ___..... _. _.�.. 40 (16) Bottom of borehole at 21.0 feet. Haugo GTS BORING NUMBER SB -6 2825 CedarPAGE 1 OF 1 ` Minneapolis,, MN MN 55407 H A�`- � Telephone: 612-729-2959 Fax 763-445-2238 CLIENT Gonyea Homes PROJECT NAME Wilson Nursery PROJECT NUMBER 16-0057 PROJECT LOCATION Chanhassen MN DATE STARTED 311116 COMPLETED 3/1/16 GROUND ELEVATION 893.1 it HOLE SIZE 3 1/4 inches DRILLING CONTRACTOR HGTS GROUND WATER LEVELS: DRILLING METHOD Hollow Stem Auger/Split Spoon AT TIME OF DRILLING — Not Encountered LOGGED BY MS CHECKED BY JC AT END OF DRILLING — Not Encountered NOTES AFTER DRILLING —Not Encountered at Cave -In Depth of 14 feet u 0 v x �O 17 MATERIAL DESCRIPTION W a Ir �� a� Z e Y >C O- it N W 0i: M0> — Z W wm ie Oa r 5 z Y" o ♦ SPT N VALUE 20 40 60 80 PL LL 20 40 60 80 ❑ FINES CONTENT (%) ❑ 20 40 60 80 4 inches of Aggregate Base. AU Mixed Fill: Poorly Graded Sand and Clayey Sand, with Gravel, 41 Wads to brown and grey, moist (FILL) ..... _i..-.. ......'........ — Sandy Lean Clay, trace Roots and Fibers, black, wet ;.,�; (Burled Topsoil) CS4 2-2-3 (5) ......c......i _....� i....... a a. (CL) Sandy Lean Clay, trace Fibers at about 5 feet, trace Gravel, 5 grey, moist to wet, rather soft to rather stiff. (Glacial Till) - LS4 (5) 233 LS44S (6) ... .. ._ ...... ..-... 10 _........ -. �....... SS 344 45 (8) 2-34 U46 (7) • - - .-;....... 15 3-45 C847S (9) 20 ........ _..._i...... - (SC) Clayey Sand, trace Gravel, greyish brown, moist to wet, medium dense. (Glacial Till) SS 2-6-7 48 (13) Bottom of borehole at 21.0 feet. Haugo GTS BORING NUMBER SB-7 GO 2825 Cedar Ave S PAGE 1 OF 1 VAOTECHNICAL Minneapolis, MN 55407 -8A.0 Telephone: 612-729-2959 Fax 763-445-2238 CLIENT Gonvea Homes PROJECT NAME Wilson Nursery PROJECT NUMBER 16-0057 PROJECT LOCATION Chanhassen MN DATE STARTED 3/1/16 COR94.ETED 3/1116 GROUNDELEVATION 896.5ft HOLE SIZE 31/4 inches DRILLING CONTRACTOR HGTS GROUND WATER LEVELS: DRILLING METHOD Hollow Stem Abler/Split Spoon AT TIME OF DRILLING — Not Encountered LOGGED BY MS CHECKED BY JC AT END OF DRILLING — Not Encountered NOTES AFTER DRILLING — Not Encountered at Cave-In Depth of 11 feet E pv 0 O =(7 � O MATERIAL DESCRIPTION w w � � ZZ o y ¢Iu0 > Of OS rn w 3~O O j ¢ m0Z z w o. cog vY- a r 5 Z . }" of ♦ SPT N VALUE 20 40 60 80 PL MC LL �� 20 40 60 80 ❑ FINES CONTENT (%) ❑ 20 40 60 8 4 inches of Aggregate Base. AU Silly Sand, with Gravel, brown, moist. (FILL) 49 - - - Sandy Lean Clay, possible Bituminous layer at about 5 feet, Wads and grey, moist. (FILL)3 -5-5 (10) 5 _..__. 2-8-7 VS (15) . .. Sandy Lean Clay, black, moist to wet. (Buried Topsoil) SS 52 2-1-3 (4) (CL) Sandy Lean Clay, trace Gravel, light grey, wet, rather soft (Glacial Till) SS S1-1J 10 53 (4) (CL) Sandy Lean Clay, trace Gravel, brown with rust staining, medium to rather stiff. (Glacial Till) L54 1-3-4 m 15 ...................-....._. 358 U55S (11) 20 SS 4-6-6 56 (12) Bottom of borehole at 21.0 feet. Haugo GTS BORING NUMBER SB -8 PAGE 1 OF 1 H AT.000 2825 CedarMN `' Minneapolis,, MN 55407 Telephone: 612-729-2959 Fax 763-445-2238 CLIENT Gonvea Homes PROJECT NAME Wilson Nursery PROJECT NUMBER 16-0057 PROJECT LOCATION Chanhassen MN _ DATE STARTED 317116 COMPLETED 3/2/16 GROUND ELEVATION 901.7ft HOLE SIZE 31/4 inches DRILLING CONTRACTOR HGTS GROUND WATER LEVELS: DRILLING METHOD Hollow Stem Auger/Split Spoon AT TIME OF DRILLING — Not Encountered LOGGED BY MS CHECKED BY JC AT END OF DRILLING — Not Encountered NOTES AFTER DRILLING —Not Encountered at Cave4n Depth of 16 feet �� a r W v 0 v =c7 O C) J MATERIAL DESCRIPTION w w 03 a. oZ > �o > O U � w w w ��'n O j¢ .0§ w o_ w��,., w. O a t 5 z a—� Y "' o A SPT N VALUE 20 40 60 80 PL MC LL 20 40 60 80 ❑ FINES CONTENT (%) ❑ 20 40 60 80 Silty Sand, with Gravel, brown, moist. (Fill) AU - 57 (CL) Sandy Lean Clay, trace Gravel, with Cobbles below 15 feet, brown with rust staining, stiff to very stiff. (Glacial Till) 3-6-8 CS i -58S i i 5 LSS59 48-9 (17) f i i i SS 6$10 i 60 (18) ...... :.._... _.. i 10 _..;.... -, _._.[_.. SS 4-8-8 i U61 (16) 4� 8 LSS62 (14) __..... _. .._... i.. 15 SS L63 (17) 20 SS 64 Bottom of borehole at 21.0 feet. Haugo GTS BORING NUMBER SB-9 bAjj-ria 2825 Cedar AveS PAGE 1 OF 1 AMEGUNrAL Minneapolis, MN 55407 Telephone: 612-729-2959 Fax 763-445-2238 CLIENT Gonyea Homes PROJECT NAME Wilson Nursery PROJECT NUMBER 16-0057 PROJECT LOCATION Chanhassen MN DATE STARTED 3/2116 COMPLETED 3016 GROUND ELEVATION 918.5 fit HOLE SIZE 3 1/4 inches DRILLING CONTRACTOR HGTS GROUND WATER LEVELS: DRILLING METHOD Hallow Stem Auger/Split Spoon AT TIME OF DRILLING — Not Encountered LOGGED BY MS CHECKED BY JC AT END OF DRILLING — Not Encountered NOTES AFTER DRILLING — Not Encountered at Cave-In Depth of 17 feet = a c pv 0 U i O OJ MATERIAL DESCRIPTION ru c-¢ �w aZ o y rr^ U� Lu uJ w �� p j Q mVZ z W n w m UYU'" O r 5 Z a }" x ♦ SPT N VALUE 20 40 60 80 PL �L 20 40 60 80 ❑ FINES CONTENT (%) ❑ 20 40 60 80 — Sandy Lean Clay, black, wet (Topsoil) AU .......... ...... (CL) Sandy Lean Clay, trace Gravel, brown, moist, rather stiff to very stiff. (Glacial Till) [66: (2j 5 U67 5S6 --i.... _. ......i.... (11) 45-7 L 10 SS S55-10 . <.__.........__. 69 (15) .:....... ......__. CL Sandy y ( ) ndy Lean Clay, Gravel, with Sant seams, brown, moist, very stiff. (Glacial Till) IS C70 6-11-10 (21) _. _...... _... _.--_. (SM) Silty Sand, mostly fine to medium grained, trace Gravel, 15 brown, moist, medium dense. (Glacial Till) SS 7-1143 -..._.. 71 (24) (CL) Sandy Lean Clay, trace Gravel, brown, moist, stiff. (Glacial Till) 20 SS U72 5-7-9 ..i.......i......i_.....i.... (16) Bottom of borehole at 21.0 feet. Haugo GTS BORING NUMBER SB-10 2825 Cedar AveS PAGE 1 OF 1 Minneapolis, MN 55407 -GO IW Telephone: 612-729-2959 Fax 763445-2238 CLIENT Gonvea Hames PROJECT NAME Wilson Nursery PROJECT NUMBER 16-0057 PROJECT LOCATION Chanhassen MN DATE STARTED 312116 COMPLETED 3Y2116 GROUND ELEVATION 933.3111 HOLE SIZE 3 1/4 inches DRILLING CONTRACTOR HGTS GROUND WATER LEVELS: DRILLING METHOD Hollow Stem Auger/Split Spoon AT TIME OF DRILLING — Not Encountered LOGGED BY MS CHECKED BY JC AT END OF DRILLING — Not Encountered NOTES AFTER DRIWIJG — Not Encountered hui ♦ SPT N VALUE a w o 20 40 60 80 PL : �L O- = a o MATERIAL DESCRIPTION w g d p� Q w w z ui aZ 20 40 60 80 �� V� (no v`" �"' ¢ a ❑ FINES CONTENT (%) ❑ rii3 p 0 20 40 60 80 — Sandy Lean Clay, trace Roots, dark brown, moist to wet. (Topsoil) AU 73 ..... .......:. (CL) Sandy Lean Clay, trace Gravel, brown with rust staining, moist to wet, rather stiff to stiff. (Glacial Till) - - L74 345 i (9) _ i ' 5 I � IS 35-7 U75 (12) I IS 3-5-6 i L76 (11) .. _ _....... ...... 10 IS 58-7 _._'_-.--Y......: _ L77 (13) I IS 35-6 V78 (11) ......... 15 .............;......;_.. IS 35-7 (12) 20 SS S0S Bottom of borehole at 21.0 feet. Descriptive Terminology of Soil Standard D 2487 - 00 Classification of Soils for Engineering Purposes ......... (Unified Soil Classification System) t C, a 0�1 D.� C. w -0� d GWGM ".i givenau aver, GVO GC an�adao "vi,i GP -GM GP -GC 0 1-6 ciefa�, �,*e duir' 11� GC S' 11 9 "'.aao`9A`.0 All .4"Onlarl. Vouensew, ff .1 Conn,,n, 4 15% .00 arou, SW SM .4va,ye, sare V f.' SWSC SP -SM SPSC ",4act 0 sol Conlem, I C to 29% PLS W 2X Add 6,n N .1 Contl a 30% eux, � 200 I.Mr.1.1y sani, Ade sands 1. lfeup nama, raodoxrt.*�:Xhi"N. see 7.,,e'N ft,oroxnarx, PI �a 4 and "I On W ali A Pi A line C A 6ne Q PirvIsbriov, A ne so so 1� 40 X S 30 20 ID 7 Criteria for Assigning Group Symbols and Liquid Limit (LL) Soils Classification 3 1012 Group Names Using Laboratory Teah, Group Oc Organ,ccontem WD Wet density pci Symboli � Group Name IVIC Gravels Clean Gravels C. Z.- 4 a" I !�. C, � 3 � GW I VJell-g!aoec gravel PL more Inall 50", of 511. or less flnes C.< 4 and/or I > C,> 3 GP Poc,J, gaited graver! P200 coarse faction qP Pocket penevomene, strength tst Gravels with Fines Fuxes classify as MIL o; MH GM gravel retained on No 4 Snave More than 12�, fices F nes Classify as CL 0, CH GC _§Lftj Clayey gravel! Sands Clean Sands C. _� 6 and I <_ C, T�3 Still, Well -graded send m 50% V more of 5r- or less fines C 6 anatc, I � C,> 3 SP peony granted sar� Cs Coarse inaction Sands with Fines F;hesclass�fiy askil- wMH S try "A U Z7 passes E No 4 suave We Ma 12i!i - I Fines classity As CL or CH M SC S� Clay;�2u Silts and Clays finc,garuc PI � 7 and plot on o, above A the i CL Lean clay* Pi 1 4 or Plots treni 'A lure VAL I Sit, Lq.x:l 1.. 1 0 x less than 50 Organic Liqu.d limit - oven one() 075 OL C�ganuc clay Lix;.CI limit - not dr OL I Organic sih Z5 6 E " sins and Clays finoganic I'l plots on or above"A'Ivre:�:7� C Fat clay PI plons; below A ],he MH Elastic sd! 6 D Z Liquid heia 50 or more Organic Liquid limit O�en dned ON Organic "Y in 075 LIQ.011mn holdneo gH sill Highly Organic Soils i primarily organic matter dark in color and merannic Mot fx,� �Xllc t C, a 0�1 D.� C. w -0� d GWGM ".i givenau aver, GVO GC an�adao "vi,i GP -GM GP -GC 0 1-6 ciefa�, �,*e duir' 11� GC S' 11 9 "'.aao`9A`.0 All .4"Onlarl. Vouensew, ff .1 Conn,,n, 4 15% .00 arou, SW SM .4va,ye, sare V f.' SWSC SP -SM SPSC ",4act 0 sol Conlem, I C to 29% PLS W 2X Add 6,n N .1 Contl a 30% eux, � 200 I.Mr.1.1y sani, Ade sands 1. lfeup nama, raodoxrt.*�:Xhi"N. see 7.,,e'N ft,oroxnarx, PI �a 4 and "I On W ali A Pi A line C A 6ne Q PirvIsbriov, A ne so so 1� 40 X S 30 20 ID 7 IQ 16 20 30 40 so 60 70 80 90 IDO 110 f3culders Liquid Limit (LL) Cobbles 3 1012 Laboratory Tests DD Dry density pCt Oc Organ,ccontem WD Wet density pci S Pero,,nil of sartufabon IVIC Natural moisture content ve SG Sofi gravity LL L.Q'und limit C Cohesion pill PL plasbc I.Ml 0 Angie of internal finctCri PI plastoly 'nCe. qu Unconfined compres,sive strength psi P200 - � passing 2DO sxe�e qP Pocket penevomene, strength tst Cs 6t —MrOH OL I IQ 16 20 30 40 so 60 70 80 90 IDO 110 Particle Size Identification f3culders Liquid Limit (LL) Cobbles 3 1012 Laboratory Tests DD Dry density pCt Oc Organ,ccontem WD Wet density pci S Pero,,nil of sartufabon IVIC Natural moisture content ve SG Sofi gravity LL L.Q'und limit C Cohesion pill PL plasbc I.Ml 0 Angie of internal finctCri PI plastoly 'nCe. qu Unconfined compres,sive strength psi P200 - � passing 2DO sxe�e qP Pocket penevomene, strength tst Particle Size Identification f3culders Over 12 Cobbles 3 1012 Gravel Medium Coa'sie 3A to 3 Fine No 4 to 3/4' Send Wry Stiff Coerse No 4 to No 10 Medium No 10 to No 40 Fine No 40 to No 200 $41 � No 200 Pt<4or belovi W xre Clay No 2GO PI ;a 4 and on or above *A' fines Relative Density of Cohesionless Soils Wry loose 0 to 4 BPF Locnie 5 10 10 BPF Medium dense 11 to 30 BPF Dense 31 to 50 BPF Wry dense a", 5C BPF Consistency of Cohiesive Soils Very soM 0 to I Bp� soft 2 W 3 BPF Rather �ft 4 to 5 OFF Medium 6 to 8 BpF Rather still 9 M 12 BPF Stiff 13 to 16 BPF Wry Stiff 17 to 30 BPF Hard over 30 BPF Drilling Notes Star,da'd penetration lest Mrngs rvee aclvan��d try 3 114 Or 6 V4 10 holicxr-shem augvs unless noted otheninsia Jefling water was used to cfieah out avgef pnof !c sampiing only where indicated on logs Standard pernetrai,on lest borings are designated by the prefix 'ST - (Spin Tube) An SampleS were taken win the standard 2- 00 SOM-lube sampler ft.�epl vinee noted Power auger toorings vere Advanced b� 4 of 6 diameter confinuous flight sold slem augers Soil classificanens and strata cepins wenem- fenN from disturbed samples "Cleo tolhe surfaceandi are therefore somewhat Approximate Povie, auger Ceilings are designated by the Qnefix'B Hand auger innings were advanced manually with a 1 V2 or 3 114' d,ameter auger AM weres Imirled tOlhedapth lromwhchmeaugeicond be manually withdrawn Han0a,ge,W,,,gsareir�d"lMbyMepmfix it BPF: Numbers 4nd"le Uchis per foot recorded in standard penetration lest also known a5'N- value The sampler was set 6 into undisluroed sod below the hollov-slem auger Dri,ongoesistanceswerethanCounted for ww.d and third 6-mc,ements and added to get SPF VAnerethey Offered sign-ficantly they are reponed in the followring form 2112 for the secondandthrali increments reswlpve!y WH: VM Mrcale� the sampler penetrated SOd under werght of ham,her and rods ak�ne dinning not required WR WR Lrdlc�nnes the sampler penetrated son under weight of rods alone hamner we,ght and Oriving " required TVV indicate, thin wailed fi.ndiSlubed)!,W sample Ii All tests *ere run in general accodance wqt appilcab,e ASTIA standards R. '�-, I .- , ; , , ; , ,1,I111I IIS r � � � / ' 1111 •,�;k '{ W •%� -F ., Fo, / , �11 �lll 11 If �1• ' )y.. t.. 1;- I'I c-_i_^�_ � r I lL'1 -TAhK' `J � ',/iii II'I I Il L vyT 7�""'"'°ryURSERY STOCK, W/ - 1 IRRIGATION ' xc .w Fes'- e•. am xn av scfv ` 1 1 �' 1 . t• I ------------ ALt I 4111111 1' /, �.DRIOK->-_ -Y! T E /f __'vIURSERY 111"II ', Xi57Tl9Vi WAL✓ il_ ilry z r STOCK— 1 nll - \ �'i i 1111 11' sMOtl$� � � �/ 0 Ip I _ 'rllllk V 1 r I v STEPS / - - __ _ .I - KEY SF \ 1 1 \ \ \ LLA OIS� . I• °a O m 2 Q 4 I ! $;ONE,_'"_____ R N/ it l I wAti 1''__t I '1-5T0 E KEY S IN Itl\ _GP 1�%` L WALL .-8 4. 41 / STOCK SCR —worrnne- xyn.xo WALLL"PJ STOCK rYY1� I1 ' / / i '�\` I '! _I -.m Mc _-%Yr'✓Y/Y'W�'/YS''TJ`l^1�Ys'v �i IP�YI\ \ I 1 � I rv,— / 1 I It ' � v �• -"" /`� � __ v I I � GREAT P41N ,' , , r w =I V Illi - _ _- I1 _ ; i i / _\\��.�f f e.'']_p' T \ 1 1 _ _ _ ' � x -q PlR xq xALG lxV4Rv. C6 44h I / I iy�� rA,i I �•. - \ i „ � x of FOXWOOD - EXISTING SLOPE ANALYSIS CHANHASSEN, MN '-"-r'YOFCHANHASSEP RECEIVED MAY U 6 2016 CHANHASSEN PLANNINGQEPT a_• yp�,� �� F t f�' I N D' 50' 100' ia DATE: 05-04-76 DRAWN BY: MPR ALLIANT %xelxeEelxe T J C0 cc LLI 0 3- X - ' ti LYMN BLVD-- r _ i=. .�•" G- �" TRAIL I' CONNECTION FOR f s NEIGHBORHOOD TO THE NORTH J L� m PHASE _ BOARDWALK PHASE 2 TRAIL CONNECTIONS Fox Wood I Development r _ L_ ALTERNATIVE TRAIL CONNECTION "I` J: T .aT 7r e, V, yam\ 't Bmere andi - Park- - - 'T �� Acreage Breakdown Total Park: 57.5 Acres PHASE 1: Paved Trail: 1,70OLF Nature Trail: 5,000LF PHASE 2: Paved Trail: 4,325LF Nature Trail: 1,925LF CONNECTION TO FUTURE TRAILS - Legend 0 a g % Proposed Nature Trail ��• •• `j ,,;. Existing Paved Trail In it __ Proposed Paved Trail �w�.•r• r t 7 � •• 0 ~ �: .. NMgMM Neighborhood Connection r' ,' k►�'il�rYi` t •±�•,y,y.-'+ ,Y ,� r __ Altemative Trail Connection �IAIFUTURE TRAIL +<r ,�'gj '� . 4• �„ t�.i i'* 1 e I r - Boardwalk L J HEAD PARKING • '� ,tom- 'fr*t� i' {y�•'a a ,+.� •E�ts�' �r•�.r - i .r , .xg- h �' f - .11 fr, • tify �. - .!S•7�' DHy-�}y r••'`�tdvM 2. t j '.. 17 ("•'t�j' _ q _ o' 200' 400' � —� CiRh➢XIL .SChIE J01 Xenla Rvenu[ $puM• Solt¢ 3CV FOX Woods Preserve Master Plan Context Map © WSB m10� Oln 5M Tel p63) 5.11800 Far p63)5 i -VW Fa 2 s 0168. 310 - .re 31, 3016 Froperty Card Parcel ID Number 250240810 Taxpayer Information Taxpayer Name PAUL D 8 CAROL L PAULSON Mailing Address 9250 GREAT PLAINS BLVD CHANHASSEN, MN 55317-8641 Property Address Address 9250 GREAT PLAINS BLVD City CHANHASSEN, MN 55317 Parcel Information Uses Tax Description Res 1 unit GISAcres 4.99 Deeded Acres 4.94 Lot Net Acres Building Information Estimated Market Value Building Style 1 STORY Above Grade 1874 Bedrooms 4 Land Finished So Ft $208,300.00 Year Built 1986 Garage Y Bathrooms 2.75 Miscellaneous Information School District Watershed District Homestead Green Acres Ag Preserve 0112 1 WS 064 RILEY PURG BLUFF Y I N I N Assessor Information Estimated Market Value 2015 Values (Payable 2016) 2016 Values (Payable 2017) Last Sale Land $234,900.00 $208,300.00 Date of Sale 12/27/2001 Building $365,000.00 $348,200.00 Sale Value $470,000.00 Total $599,900.00 $556,500.00 The data provided here im Is for reference purposes only. This data is not suitable far kgal, engineering, surverng or onersimdar purposes. Carver County does not 9uaraenh, the accuracy of the informationcontained herein. This data is furnished on an as s basis and Caner County makes no representations or wartanties, either expressed or implied, for the merchantability or(Mess of the Information, provided for any purpose. This disclaimer is praviced pursuant to Minnesota Statutes §466.03 and the user of the data 1� provided herein acknowledges that Carver County shall not be liable for any damagesand by using Nis data in anyway expressty waives all claims, and agrees to defend, indemnify, and had harmless Caner County, to officials. officers, agents, employees, etc. from any add all claims brought by anyone who uses the information provided for herein, its employees or agents, or CARVER third parties which arse cul of users access. By acceptance of this data, the user agrees not to tranamot this data w provide access to it or any part of it b another parry unless the user includes COUNTY waft the data a copy of this disclaimer. Monday. May 09, 2016 Carver Countv, MN Property Card Taxpayer Information Taxpayer Name JAMES D & JENNIFER J WILSON REV TRUSTS C/O JAMES D & JENNIFER J WILSO Mailing Address 5730 YANCY AVE NEW GERMANY, MN 55367-9327 Property Address Address 9150 GREAT PLAINS BLVD City CHANHASSEN,MN 55317 Parcel Information Uses Agricultural 11 Parcel ID Number 250232100 GIS Acres 38.85 Deeded Acres 38.6 Plat Lot Block Net Acres Building Information Estimated Market Value Building Style 2 STORY Above Grade 1279 Finished Sa Ft Bedrooms 2 Year Built 1900 Garage Y Bathrooms 0.75 Miscellaneous Information School District Watershed District Homestead Green Acres Ag Preserve 0112 WS 064 RILEY PURG BLUFF Y Y N Assessor Information Estimated Market Value 2015 Values (Payable 2016) 2016 Values (Payable 2017) Last Sale Land $2,242,800.00 $2,460,800.00 Date of Sale 10/06/1998 Building $27,400.00 $27,400.00 Sale Value $135,000.00 Total $2,270,200.00 $2,488,200.00 The data provided herewhh is for reference purposes only, This data is trot suitable far legal, engineering, surveying or other similar purposes. Carver County does not guarantee the aaumcy of the information contained herein. This data is fumished on an as is' basis and Carver County makes no representations or warranties, either expressed or implied, for the menchantablhy or fitness of the Morma,on provided for any purpose. This dixiaimer a provided pursuant to Minnesota Statutes §466.03 and the user of the data provided herein aclmovdedges that Carver County shall not be liable for any damages, and by using this data le any way eipressy waives all claims, and agrees to defend, indemnify, and hold harmless Carver County, its offidale, officers, agents, ampleyees, etc from any and all claims brought by anyone who uses the information provided for herein, its employees or agents, or CARVER Nird padres shirk, ansa out of user's access. By acceptance of this data, the user agrees not to transmit this data or provide access to it or any part of it ka another parry unless the user includes COUNTY skid the data a copy of this disclaimer. Monday. Mav 09. 2016 Carver County. MN '- .�. I J � _ _ _ . _J.. .111,1 .- ,� � I '-�• I I I ' � I MTTFI .. --_- T= !,N BOULEVARD - .. . _ - -�� -�- ,� foo L �_ .—..—.._. _ I _.._.. _.._..L_..___...� ._.._,._ .o.___.._ ._. _._ � \.. � � ._..— _..�.._..�.—. _ .—. _ ._ _.� l �. to ii Ve9eta'on buffer ) � •�I- I �� \ 1..1 I M Min. Wfle1 ns I.Wed rreetletl. Alternate Layout / ® -,mdetl mpac on wet aM o boartlwaMc..la ne V+apa to pray do the- IlkSo . _:_ • �` i �t Fox Woods Preserve: I IConcept 1 \� \ j _.._ ✓. / r i �. —r —T T I 41106 wYilon.y crossing / t 1 I Intersect i ' ' 1 1_ - — ' _�,. 1• ! Nature trail for Pen green space \ �'• .. .. _ �• .. L ` minimum irrpatt . / for park enhance ♦ 1 �•' r T 1 y, 1 near wetland I_ . _I ,�► ' I r —♦ Future Pavilion / j /'" � • t` , 1 Nature Center , ' �.' \� A ' ', _ 1 __ ��•�-�� INS, -,�.•\ - Fox Woods Preserve: Uadcannelion z•5-��� coN�� - \ TOVBd 10 6W111 / side of weitauds ill Concept 2 for minimal lmoac; •'\ 'I _ l / ( J i -T - � ;, I ------------------------------ I I — I WETLAND , ;1 BL K1 i •I - { - •wmAxouf loll �1 w6 04 C'H.,ANHASSEN. MINNESOTA r BL K 1 s LL (BLOCK 6I - VICINITY MAP NOT TO SCALE DEVELOPER PROVIDENCE 55, LLC 1000 BOONE AVENUE NORTH SUITE 400 GOLDEN VALLEY, MN 55427 PH: 763-432-4500 CONTACT: BILL COFFMAN EM: billcoffman@cbburnet.com CONSULTANT ALLIANT ENGINEERING, INC. 233 PARK AVENUE SOUTH SUITE 300 MINNEAPOLIS, MN 55415 PIT: 612-758-3080 V 117 612-758-3099 ENGINEER MARK RAUSCH LICENSE NO. 43480 1~—M ,.nrausch@alliant-inc.com SURVEYOR T ; IS B. OLMSTEAD LICENSE NO. 18425 N EM: dolmstead@alliant-inc.com LANDSCAPE ARCHITECT MALEAH MILLER LICENSE NO. 19507 EM: mmiller@alliant-inc.com CITYOpCHANHA .., RECEIVED MAY 0 6 2016 CHAAIHA$$EN PONNING ®EPT a SHEETINDEX NO. fli In oQ JO N COVER SHEET 1 vi Z w Z Z EXISTING CONDITIONS SURVEY 2-3 D CL PRELIMINARY PLAT 4-6 . xSLOCKS ,, „ O SITE PLAN 7-9 O WUAND4V �`.` ,`� GRADING AND DRAINAGE PLAN 10-12 U a U GRADING PROFILES 13 EROSION AND SEDIMENT CONTROL PLAN 14-16 EROSION AND SEDIMENT CONTROL NOTES AND DETAILS 17 ,, wmxxoa UTILITY PLAN 18-20 fBO UTILITY SCI-IEDULES 21 Y ; v WETLAND MANAGEMENT PLAN 22 � N TREE CANOPY COVERAGE PLAN 23 TREE INVENTORY AND PRESERVATION PLAN 24-28 `I LANDSCAPE AND REFORESTATION PLAN 29-31 LANDSCAPE DETAILS 32 r, ;... 0 50 1G0 200 SCALE IN FEET DEVELOPER PROVIDENCE 55, LLC 1000 BOONE AVENUE NORTH SUITE 400 GOLDEN VALLEY, MN 55427 PH: 763-432-4500 CONTACT: BILL COFFMAN EM: billcoffman@cbburnet.com CONSULTANT ALLIANT ENGINEERING, INC. 233 PARK AVENUE SOUTH SUITE 300 MINNEAPOLIS, MN 55415 PIT: 612-758-3080 V 117 612-758-3099 ENGINEER MARK RAUSCH LICENSE NO. 43480 1~—M ,.nrausch@alliant-inc.com SURVEYOR T ; IS B. OLMSTEAD LICENSE NO. 18425 N EM: dolmstead@alliant-inc.com LANDSCAPE ARCHITECT MALEAH MILLER LICENSE NO. 19507 EM: mmiller@alliant-inc.com CITYOpCHANHA .., RECEIVED MAY 0 6 2016 CHAAIHA$$EN PONNING ®EPT GONYEA HOMES & REMODELINGS 1000 BOONE AVE N, SUITE 400 GOLDEN VALLEY, MN 55427 OFFICE: 763-432-4500 FAX: 763-432-4501 Al ALLIANT ENGINEERING 233 Park Ave S, Ste 300 Minneapolis, MN 55415 612.758.3080 MAIN 612.758.3099 FAX www.alliant-inc.com a r GONYEA HOMES & REMODELINGS 1000 BOONE AVE N, SUITE 400 GOLDEN VALLEY, MN 55427 OFFICE: 763-432-4500 FAX: 763-432-4501 Al ALLIANT ENGINEERING 233 Park Ave S, Ste 300 Minneapolis, MN 55415 612.758.3080 MAIN 612.758.3099 FAX www.alliant-inc.com I hereby certify I specification, or prepared by me direct supervisior am a duly Licen PROFESSIONAL Et, the laws of the MINNESOTA IMARK RAUSCH, PE J a In oQ JO N m(n vi Z w Z Z a gz D CL W o �z w O w �a �_ M O Ln a LL rn U I hereby certify I specification, or prepared by me direct supervisior am a duly Licen PROFESSIONAL Et, the laws of the MINNESOTA IMARK RAUSCH, PE J a m N a W 44 m W a = Z M LLI lz O a U hat this plan, report was or under my and that I :ed GINEER under State of Date License No. QUALITY ASSURANCE/CONTROL BY DATE DATE ISSUE PROJECT TEAM DATA DESIGNED: MPR DRAWN: ELL PROJECT NO: 215-0119 I SHEET i1ne 26% W11 02260 S89 02334 "E 67/.93 / N LINE- OF rHE SE //4 OF NE --�� l/4 OF SE //4 OF SEC. 2J 02214 2175+ �-�zls 1 +2213 0221e 02264 02399 r-22225 +2223 ova PGE WETLAND 02229/ / J / n99'Rn ..4y // I/ I t F-2135 F-2133 02138 02326 02124 2301 - Lll O 15.5 � I I I I \ x I I I I III <�' I x S89 04754 "E 581. /0 NO T' j/f O SOUTH 619 E OF THE NORrH 73 00 FEET NO AS ME, SLRED ALONG WEST L/ E OF SEC 24 EDGE WETLANDJIG e`..I W jZ Z4r, / y-6 SOG V. 006 2911W ; PER AUG ENSERV CO a I 20§r - — -- z05' SIA 52.3 pzas ..s 15 l �2046_l"ASW off "_. \ 120 0?0520132 20 2014-� i ( \/ _ I 1 ♦ .i" , r' I� 0 �"`'��\-NO_rAo-23A\.. ,,\\ ` 0 NO AO \. 9. L {OQ 2015- Q �/) TANK'=.2� \<�, / I 0267Q2 \ 02 �� \ 20360 02P 5 /! \ 6m7o \ I 2 I - REFERENCE LINE',FQP 16.5 R. 1ELEPNQVE - _ ` \ i 02203 �E qry°p`L �-2305 ry-2314 EASEMENT PER W. 94211 , \ ,2. 27�6T \ O 20 / \'d2\7 \__--Va' I 7z i I \\\ 1 \ t �22073 I�WTLAND , 1 I 02o2a 200 `-i cRo2074--1p0 NURSERY STOCK WitI -------------- 021% IRRIGATION N 20 0222i7z I 0207 WETLAND / I 2079 PER KUOLHAUG ENV. SER✓. CO I �2 I f ( r 151 Ataep/ ----- _ ; (`�I 'I .------- _7 --1 I�At ,T2a27 OF SEV 23 SWALL 2d98 I -... (1.. ® ) BRICK -- _ ALL ( 89 NURSERY STOCK _— v ` 1 i ri I j EXIg ING .r 0 I 2Q99 U E \ I 3. .< A 7 11 I \ STEPS-,, _ 1i1 KEY STONE-\ CELLENLR— ST E, WALL I 00 W L 03201119r 20 2031/ / 203Q { /'j j( KEY STONE- WALL I _ / NURSERY STr'.- FD. IRON PIPE 2567-N-0.7" - -W-0.23 -- qBO' ,!-665 2626-e r _ 2636 I i W II � 2687(,IO > B I 1'2354 �—J vyi2689- -269 Aa 56 �1 rn26�9: 02699 --WOOD / WALL NUR Y STOCK\ I � 60 f _,r-db .165A .263 A'� ora 2617ob -26 -� / i \' B, I6" NO 9 053'00 "E 00 N89 053'00 "W 16.00 RAIL O� LEGAL DESCRIPTION �d�edd�ddae.�iadad�addaedeaimdddidddddddddded�a,�didd i The East Half of the East Half of the South Half of the Southeast Quarter, and the Southeast Quarter of the Northeast Quarter of the Southeast Quarter, all in Section 23, Township 116, Range 23, Carver County, Minnesota. And also that part of the North Half of the Southwest Quarter of Section 24, Township 116, Range 23, Carver County, Minnesota, lying southerly of the north 730.00 feet as measured along westerly line thereof and lying westerly of the centerline of State Highway No. 101, the centerline of which is described as follows: Beginning at a point on the North line of the Southwest Quarter of Section 24, Township 116, Range 23, a distance of 632.52 feet east of the Northwest corner of said Southwest Quarter; the bearing of the North line of the Southwest Quarter is assumed to be South 88 degrees 46 minutes 29 seconds East, thence South 4 degrees 24 minutes 47 seconds West a distance of 413.72 feet thence on a tangential curve, concave to the east having a central angle of 11 degrees 38 minutes 21 seconds and a radius of 1962.29 feet a distance of 398.62 feet, thence South 7 degrees 13 minutes 34 seconds East tangent to the last described curve, a distance of 217.65 feet thence on a tangential curve, concave to the west having a central angle of 14 degrees 29 minutes 17 seconds and a radius of 1166.15 feet a distance of 294.88 feet, more or less, to a point on the South line of the North Half of the Southwest Quarter of Section 24 and there terminating said t % point distance 660.44 feet easterly of the Southwest comer of the North Half of the Southwest Quarter. F Except that part taken by the State of Minnesota in Final Certificate filed August 27, 2009, as Document No. A506726. Except that part taken by the City of Chanhassen in Final Certificate filed May 31, 20133 as Document No. A577806. \I Abstract Property. AND, \ That part of the West 271.79 feet of the North 762.28 of the Southwest Quarter of the Southwest Quarter Section 24 I b Township 116 Range 23, and that part of the North 30.00 feet of said Southwest Quarter of the Southwest Quarter lying east of the West 271.79 feet thereof and westerly of the center line of Hwy 101, excepting that part of the North 330.00 feet of the East 16.00 feet of the West 271.79 feet of said Southwest Quarter of the Southwest Quarter lying south of the North 180.00 feet thereof, and that part of the South 732.28 feet of North 762.28 feet of said Southwest I Quarter of the Southwest Quarter. Abstract Property. NOTES 1. This survey and the property description shown herein are based upon information found in the commitment for 0 title insurance prepared by Custom Home Builders Title, LLC as issuing agent for Old Republic National Title / Insurance Company, Commitment no. HB -30969 dated December 15, 2015. 2. The locations of underground utilities are depicted based on information from Gopher State One Call system for a "Boundary Survey locate". The information was provided by a combination of available maps, proposed plans or city records and field locations which may not be exact. Verify all utilities critical to construction or design. 3. The orientation of this bearing system is based on the Hennepin County Coordinate System NAD83. Coordinates are Hennepin County ground feet, based on the Minnesota Coordinate System, Southern Zone, NAD83, 1986 (non HARN values). Coordinate values dated January, 2005. / O 4. All distances are in feet. 0 5. The area of the above described property is 1,896,980 square feet or 43.549 acres. '28 I/W � I 0 30 60 120 1 V SCALE IN FEET BOOK SHEET 1 OF 2 SHEETS LEGEND E a 0 O O SET CAP IRON MONUMENT 18425 c UNDERGROUND GAS N • FOUND IRON MONUMENT >> STORM SEWER HYDRANT I WATERMAIN QS SANITARY MANHOLE —o-- UNDERGROUND FIBER OPTIC cD SIGN X FENCE o - - - - ❑ CATCH BASIN v - �� - GUARD RAIL N }�( LIGHT o MNDOT ACCESS CONTROL (D STORM MANHOLE_ = = WETLAND DELINEATION O RIPARIAN VEGETATION--_— EDGE OF WATER o v FLARED END SECTION CONCRETE CATCH BASIN ® TRANSFORMER GRAVEL OR COMPACTED SURFACE ® GAS METER BITUMINOUS SURFACE 3 ® ELECTRIC METER 3 MAILBOX t5 SCHEDULE B ITEMS m rn 0 In In C O C 0 U +T C U) X 0) / T 0) J L I hereby certify that this survey, plan, or report VI / was prepared by me or under my direct rn supervision and that I am a duty Licensed Land ` 233 Park Ave S, Ste 300 Surveyor under the laws of the state of O Lo Minneapolis, MN 55415Ln Minnesota. i 612.758.3080 MAIN DENNIS B. OLMSTEAD 612.758.3099 FAX P M RE VIE W 4 A GI I A N T w. wwalliant-inc.co, x ENN GINEERING Signature 0) Date License Number E 0 C DRAWN BY GJB GONYEA HOMES CHECKED BY DBO c o DATE ISSUED 1/416 Q 9150 GREAT PLAINS BLVD. SCALE 1"=20' CHANHASSEN, MINNESOTA 55317 JOB NO. 15-0119 BOOK SHEET 1 OF 2 SHEETS 2239- 4 P& WETLAND 02230 02399 2219- 2-2225 -22231 1_. -.(P\ t 2288-� ,. .kms 4 4 226 28gt, -- -0, 2 O 293 0228 02 `02283 e12287 02290 n 02412 02459 C92416 4�3 02414 BQ ®2426 02419 i� 02326 J1 d 02325 2437- 338-1- 023 lJ O 1 A02335 7y� 02328 243 023411 ry ��333-6(fyry 0 (� -2332 -" 2448�� -24 1 14 1-2339 --2333 0, 02443 ,\ \\�-230,)--2340 02446 02449 /2 0 O� 245302451 02450 2452 02454 02455 � / `1 / X627 25411 1p(Y / \ 02389 w � 2 < as 0251 Q 7 02467 0 3 528 1 �y 8239802397 - .-- 519 0 02474 3 02468 02466 m 02 70 0 248 2492_ 560 { �0 560 Q2554151, 0 16 ,*1"'- - _ / J - 473 3 \/� < 07A 2555 02525 Zs f 02.'�26 I O f�/ \C)2 1 2476 02477 ^ Q2489 2 ( .Q :- / W MAND-% OF E 1/2 \\ WETLAND 4 PER K,KKHAUG ENV.SERV. CO. 15 I,..} 2687 146 1 ----- --- 2689- -2690 0241 2i ( 026 " -11 ---v-`7' 21 9 231 I 27 17 2W* 2312 --230 305 r 316 �"` �- ,,,.�� (1358 2311-- 23 05o 2314 f 685 2317 ' ...�_._.. rI 2686 l / 2362 24 499 �366 2367 r-250 0249 0 2496- -250 // r- 02495 02495/w ' 024 0249 (- < r 1 0 23 i 256s8� 74 10. S89 °58 27 "W 675.21 L\02 I I - I I 383 I I -2384 I 02754 r X2755 2364 I � I 02 2 25650 ;1 1 I'I 0258 I0 16\ I � I ; 027 t II 027(3 'I \ \ 1 %2721 I I 1\ I 01723 02722 EDGE WETLAND -1 I 27: I •, 1 I Ilil 11 I�fl1 )� -2"1 r 3 REFERENCE LINE FOR 15.5 Fr. TELEPHONE--� 'R-/ EASEMENT PER OOC. Na 912I1 11 p 2736 kk 27 7 3 2738 S. LINE Or THE E 1/2 OF E---1 1 1/2 OF 5E 1/4 OF SEC. 23 B44 2843 i h Lo 7430 7U t ^r14zo o 27 Z\ 1 _SE COR. OF SE //4 1 1! SO 23 2661 0262 0 �_ S89°5300"E J� 0 16.00 16" OAML J I 267 0 NO TAG\ 4% 5 Jj p j�2679 268 02� 2825- 1V89 053'00 "W 16.00 02832 L--•� NEFLANO 4 PER K"HAUG ENV5ERV. CO. 2833 34 02841 � I 0 30 60 120 1 �Y SCALE IN FEET VICINITY AP �I� 9. Khat sure a"` • e« -1 ,^""i '--"'yrt 1' . ? Ig'} E s � :m f..� 12 1111, n xu �/ U_'y R?! �, ,C fm exrami an 5... h JJ i � R A '<+N^`T✓at' „�. 4 IE 1-ok K 2010 POP- 60,797 r R11P W 111 m. I to rumww. Z 7f (i}KL.. iY 1 WL?al/. lW 1 �-.=r�M � �1 SITE 5-N0. sa^:sz•sa- 1119FHH/HH////mHH/mHH///HHH///HBH///HH//L6L'mHH/Lf//HH/HHmH,(///HH.//HD!!EH/H�H H.�eiO%/,Y/H®H//iH0////JHS/H/e.�e.�7/HyHe6//HHH/i.`/O/OHH/H//HHm.OHmHHH/6H////e,C.0 O SET CAP IRON MONUMENT 18425 / UNDERGROUND GAS • FOUND IRON MONUMENT >> < JOB NO. HYDRANT I WATERMAIN X/ SANITARY MANHOLE UNDERGROUND FIBER OPTIC \ SIGN X FENCE ❑ CATCH BASIN Yom— GUARD RAIL 3'# LIGHT o MNDOT ACCESS CONTROL STORM MANHOLE _ = = \ j 1 _ EDGE OF WATER v r\ 1 CONCRETE \ K CATCH BASIN 1 / O GRAVEL OR COMPACTED SL © GAS METER BITUMINOUS SURFACE ® ELECTRIC METER r \ 1 c \ A \ 15 SCHEDULE B ITEMS < � I 0 30 60 120 1 �Y SCALE IN FEET VICINITY AP �I� 9. Khat sure a"` • e« -1 ,^""i '--"'yrt 1' . ? Ig'} E s � :m f..� 12 1111, n xu �/ U_'y R?! �, ,C fm exrami an 5... h JJ i � R A '<+N^`T✓at' „�. 4 IE 1-ok K 2010 POP- 60,797 r R11P W 111 m. I to rumww. Z 7f (i}KL.. iY 1 WL?al/. lW 1 �-.=r�M � �1 SITE 5-N0. sa^:sz•sa- 1119FHH/HH////mHH/mHH///HHH///HBH///HH//L6L'mHH/Lf//HH/HHmH,(///HH.//HD!!EH/H�H H.�eiO%/,Y/H®H//iH0////JHS/H/e.�e.�7/HyHe6//HHH/i.`/O/OHH/H//HHm.OHmHHH/6H////e,C.0 O SET CAP IRON MONUMENT 18425 c UNDERGROUND GAS • FOUND IRON MONUMENT >> STORM SEWER JOB NO. HYDRANT I WATERMAIN QS SANITARY MANHOLE UNDERGROUND FIBER OPTIC SIGN X FENCE ❑ CATCH BASIN Yom— GUARD RAIL 3'# LIGHT o MNDOT ACCESS CONTROL STORM MANHOLE _ = = WETLAND DELINEATION j RIPARIAN VEGETATION --- _ EDGE OF WATER v FLARED END SECTION CONCRETE CATCH BASIN ® TRANSFORMER O GRAVEL OR COMPACTED SL © GAS METER BITUMINOUS SURFACE ® ELECTRIC METER A MAILBOX 15 SCHEDULE B ITEMS `` 233 Park Ave S, Ste 300 Minneapolis, MN 55415 612.758.3080 MAIN A L L I A N T 612.758.3099 FAX www.alliant-inc.com ENGINEERING GONYEA HOMES 9150 GREAT PLAINS BLVD. CHANHASSEN, MINNESOTA 55317 1 hereby certify that this survey, plan, or report was prepared by me or under my direct supervision and that / am a duly Licensed Land Surveyor under the laws of the state of Minnesota. DENNIS B OLMSTEAD Pr N�7E1:::w "p REVI P IVs, Signature Date License Number I DRAWN BY GJB CHECKED BY DBO DATE ISSUED 1/-/16 SCALE 1"=20' JOB NO. 15-0119 BOOK SHtt 1 2 UF- 2 SHLL 16 1 a N O N I 0 N O > 0 3 0 L0 V) C O c 0 U C U7 X 0) T 0) 7 U M 0 LO LO O N / X 0) 0 C C .3 0 0 N 0 50 100 200 SCALE IN FEET I BCD DISTRICT BOUNDARY PER CITY COMP. PLAN ! -e-e-ee- 1 1 12,600 0.29 B1 -L2 00 0.35 B1 -L3 16,091 ! B1 -L4 rn I B1 -L5 T 0.35 B1 -L6 14,718 0.34 B1 -L7 17,581 0.40 131-1-8 11,739 I B1 -L9 12,799 0.29 B1-1-10 14,240 0.33 B1 -L11 11 0.35 81-1-12 11,688 0.27 r\ 14,974 0.34 B1 -L14 \ K 0.28 B1 -L15 11,980 0.28 B1 -L16 18,390 0.42 B1 -L17 17,136 0.39 B1 -L18 15,244 0.35 62-1-1 12,599 0.29 62-1-2 11,652 0.27 B3-1-1 13,500 0.31 B3-1-2 15,253 0.35 B3-1-3 17,814 0.41 B3-1-4 11,430 0.26 B3-1-5 12,958 0.30 B3-1-6 13,843 - B3-1-7 16,669 I BCD DISTRICT BOUNDARY PER CITY COMP. PLAN ♦ 0 F) 0 4 O ®I'=w S89023'34"E 671.93' -------------- % N. LINE OF THE SE 1/4 OF NE -- ' --$0°02'05"E .� J pi 1/4 OF SE //4 OF SEC. 2.3 "' 69.66' I �i L=36.01' S$90 ;--R=1995.29':: . 10' A -1 002'00" =' o , i m ww rxm-MI,--.RST N NORTH 7INC O FEE C W"x AS MEASURED ALONG WEST LNE OF SE 2Lu 00 > F_- •• :i IF, ! 9°06'29"W BL K1 5 .38' :.: . BCO DISTRICT BOUNDARY I S8014'57"E ' PER CITY COMP. PLAN�,�' ` �� 4 I 1 o w o c OUTLOT A o z OUTLOT A 3, L THIS EASEMENT w o TO BE VACATED N i (DOC #94211) 6 v \ 2 0l Q ` BCD DISTRICT LIMITS Z 4 - PER CITY WATER < 'j RESOURCES DEPT. > - I ROW - B t� i ! (ROW) ( r� ROAD A Y y - C) �a / 00 KU 0 II '. ata"� 9 �0 J 3 2IK 1 �x Y NV'00"� 10 2 BLOCK 6 �i 48953 - - - - - - - - - _ 114 OF 4 OF SEC 3 $ 54'28'�IV - - - QUTLOT A 17 S89053'00"E 335.24' 30.36' / 11 (ROWI- A) I ;! BL K1 4 oo 16 N O DRAINAGE 0 I EASEMENT T W. OUTLOT C BI -1 2 12 I � z OUTLOT F -------------- ° 15 - S89 53'00"E 16.00' c BLOCK 5 0 0 5 NO 14 0Ln 13 z T N89053'00"W ' 16.00' RDAD D 7 I i 2 1 wll l� or 8 / 3 ,9 4 _ r 5 �0 2 �' < BLOCK T R 1 - _ 5L K3 7 i i r , OUTLOT D 1 m z 12 1 OUTLOT E I I 1 1. \1 I' 2 I, THIS EASEMENT `\ LS TO BE VACATED I' (DOC #94211)-`� II OUTLOT E S89053'00"E 271.79' SW COR. OF E 1/2 OF E 1/2 -SE COR. OF SE //4 OF SE //4 OF SEC. 23 S LINE OF THE E 1/2 OF E 5,_ P'.,,� 6° SEG 23 r /9 OF cF 114 DF sF/` 9 P i - A S<- S89058'27"W 675.21' bo N M V 0 N O 0 Z ! rn AREA AC B1 -L1 12,600 0.29 B1 -L2 00 0.35 B1 -L3 16,091 ! B1 -L4 rn 0.33 B1 -L5 T ♦ 0 F) 0 4 O ®I'=w S89023'34"E 671.93' -------------- % N. LINE OF THE SE 1/4 OF NE -- ' --$0°02'05"E .� J pi 1/4 OF SE //4 OF SEC. 2.3 "' 69.66' I �i L=36.01' S$90 ;--R=1995.29':: . 10' A -1 002'00" =' o , i m ww rxm-MI,--.RST N NORTH 7INC O FEE C W"x AS MEASURED ALONG WEST LNE OF SE 2Lu 00 > F_- •• :i IF, ! 9°06'29"W BL K1 5 .38' :.: . BCO DISTRICT BOUNDARY I S8014'57"E ' PER CITY COMP. PLAN�,�' ` �� 4 I 1 o w o c OUTLOT A o z OUTLOT A 3, L THIS EASEMENT w o TO BE VACATED N i (DOC #94211) 6 v \ 2 0l Q ` BCD DISTRICT LIMITS Z 4 - PER CITY WATER < 'j RESOURCES DEPT. > - I ROW - B t� i ! (ROW) ( r� ROAD A Y y - C) �a / 00 KU 0 II '. ata"� 9 �0 J 3 2IK 1 �x Y NV'00"� 10 2 BLOCK 6 �i 48953 - - - - - - - - - _ 114 OF 4 OF SEC 3 $ 54'28'�IV - - - QUTLOT A 17 S89053'00"E 335.24' 30.36' / 11 (ROWI- A) I ;! BL K1 4 oo 16 N O DRAINAGE 0 I EASEMENT T W. OUTLOT C BI -1 2 12 I � z OUTLOT F -------------- ° 15 - S89 53'00"E 16.00' c BLOCK 5 0 0 5 NO 14 0Ln 13 z T N89053'00"W ' 16.00' RDAD D 7 I i 2 1 wll l� or 8 / 3 ,9 4 _ r 5 �0 2 �' < BLOCK T R 1 - _ 5L K3 7 i i r , OUTLOT D 1 m z 12 1 OUTLOT E I I 1 1. \1 I' 2 I, THIS EASEMENT `\ LS TO BE VACATED I' (DOC #94211)-`� II OUTLOT E S89053'00"E 271.79' SW COR. OF E 1/2 OF E 1/2 -SE COR. OF SE //4 OF SE //4 OF SEC. 23 S LINE OF THE E 1/2 OF E 5,_ P'.,,� 6° SEG 23 r /9 OF cF 114 DF sF/` 9 P i - A S<- S89058'27"W 675.21' bo N M V 0 N O 0 Z LEGEND: DRAINAGE AND UTILITY EASEMENTS ARE SHOWN THUS: II 5 r-5 � �_1_ NOT TO SCALE Being 5 feet in width and adjoining lot lines and 10 feet in width and adjoining right of way lines, unless otherwise indicated on the plat. PARCEL AREA TABLE PARCEL AREA SF AREA AC B1 -L1 12,600 0.29 B1 -L2 15,147 0.35 B1 -L3 16,091 0.37 B1 -L4 14,525 0.33 B1 -L5 15,123 0.35 B1 -L6 14,718 0.34 B1 -L7 17,581 0.40 131-1-8 11,739 0.27 B1 -L9 12,799 0.29 B1-1-10 14,240 0.33 B1 -L11 11 0.35 81-1-12 11,688 0.27 r\ 14,974 0.34 B1 -L14 \ K 0.28 B1 -L15 11,980 0.28 B1 -L16 18,390 0.42 B1 -L17 17,136 0.39 B1 -L18 15,244 0.35 62-1-1 12,599 0.29 62-1-2 11,652 0.27 B3-1-1 13,500 0.31 B3-1-2 15,253 0.35 B3-1-3 17,814 0.41 B3-1-4 11,430 0.26 B3-1-5 12,958 0.30 B3-1-6 13,843 - B3-1-7 16,669 0.38 <' 19,487 0.45 B3-1-9 17,911 0.41 T 13,255 0.30 B4-1-2 12,340 0.28 B5-1-1 14,995 0.34 B5-1-2 11,200 0.26 B5-1-3 12,105 0.28 B5-1-4 14,557 0.33 B5-1-5 120,342 2.76 135-1-6 13,634 LEGEND: DRAINAGE AND UTILITY EASEMENTS ARE SHOWN THUS: II 5 r-5 � �_1_ NOT TO SCALE Being 5 feet in width and adjoining lot lines and 10 feet in width and adjoining right of way lines, unless otherwise indicated on the plat. PARCEL AREA TABLE PARCEL AREA SF AREA AC B1 -L1 12,600 0.29 B1 -L2 15,147 0.35 B1 -L3 16,091 0.37 B1 -L4 14,525 0.33 B1 -L5 15,123 0.35 B1 -L6 14,718 0.34 B1 -L7 17,581 0.40 131-1-8 11,739 0.27 B1 -L9 12,799 0.29 B1-1-10 14,240 0.33 B1 -L11 15,306 0.35 81-1-12 11,688 0.27 B1 -L13 14,974 0.34 B1 -L14 12,133 0.28 B1 -L15 11,980 0.28 B1 -L16 18,390 0.42 B1 -L17 17,136 0.39 B1 -L18 15,244 0.35 62-1-1 12,599 0.29 62-1-2 11,652 0.27 B3-1-1 13,500 0.31 B3-1-2 15,253 0.35 B3-1-3 17,814 0.41 B3-1-4 11,430 0.26 B3-1-5 12,958 0.30 B3-1-6 13,843 0.32 B3-1-7 16,669 0.38 B3-1-8 19,487 0.45 B3-1-9 17,911 0.41 B4-1-1 13,255 0.30 B4-1-2 12,340 0.28 B5-1-1 14,995 0.34 B5-1-2 11,200 0.26 B5-1-3 12,105 0.28 B5-1-4 14,557 0.33 B5-1-5 120,342 2.76 135-1-6 13,634 0.31 135-1-7 12,096 0.28 B5-1-8 13,598 0.31 B5-1-9 15,699 0.36 B5-1-10 15,214 0.35 B5-1-11 16,829 0.39 B5-1-12 13,683 0.31 B6-1-1 21,204 0.49 B6-1-2 16,551 0.38 B6-1-3 17,317 0.40 OUTLOTA 531,348 12.20 OUTLOT B 5,531 0.13 OUTLOT C 58,500 1.34 OUTLOT D 243,114 5.58 OUTLOT E 68,876 1.58 OUTLOT F- 6,602 0.15 ROW -A 1,236 0.03 ROW - B 202,625 4.65 TOTAL 1,896,980 43.55 GONYEA HOMES & REMODELINGS 1000 BOONE AVE N, SUITE 400 GOLDEN VALLEY, MN 55427 OFFICE: 763-432-4500 FAX: 763-432-4501 ALLIANT ENGINEERING 233 Park Ave S, Ste 300 Minneapolis, MN 55415 612.758.3080 MAIN 612.758.3099 FAX www.alliant-inc.com I hereby certify t specification, or prepared by me direct supervision am a duly Licen: PROFESSIONAL EN the laws of the MINNESOTA MARK RAUSCH, PE a I M Lr) Lr) D Q F- -J DD O N a N zz LIJ J z_ � Q °- Z O ~Z Q W O I,, N W V x O tr' LL rn _ v I hereby certify t specification, or prepared by me direct supervision am a duly Licen: PROFESSIONAL EN the laws of the MINNESOTA MARK RAUSCH, PE lot this plan, "eport was or under my and that I ed GINEER under itate of Date License No. QUALITY ASSURANCE/CONTROL BY DATE DATE ISSUE PROJECT TEAM DATA DESIGNED: MPR DRAWN: ELL PROJECT NO: 215-0119 I SHEET 4 4 of 32 a m a a Q Q Z Z 2 2 LU W w x a a lot this plan, "eport was or under my and that I ed GINEER under itate of Date License No. QUALITY ASSURANCE/CONTROL BY DATE DATE ISSUE PROJECT TEAM DATA DESIGNED: MPR DRAWN: ELL PROJECT NO: 215-0119 I SHEET 4 4 of 32 N 0 25 50 100 SCALE IN FEET J I a N O W N. LINE OF A1E SE 114 OF NE 114 OF SE 114 OF SEC. 2J - 1 S89023'34"E 671.93' I 0 so } i da __SO°02'05"E uio 69.66' I w 0 10 G * 91 va L=36.01' GONYEA --R=1995.29' r i A=1°02'00" I- HOMES & REMODELINGS S8904754"E 581.10' 1000 BOONE AVE N, SUITE 400 GOLDEN VALLEY, MN 55427 •� -S INE EN 7a¢ er v OFFICE: 763-432-4500 � A Asan aoc INE of SEC. 24 Q FAX: 763-432-4501 low lowW J 00 00 - O r I I 0072 1 E . m < x/N83'0T10"•� �,•iy+i=;:� S6g - I 4 1 6y ,. •,�,• 2 I _S 06'29"W I ` .� :•..? 4' 52. 8' ALLIANT e21� �y BL K 1 , ENGINEERINGLl BCD DISTRICT BOUNDARY es _ -" : • ? ?, :' �;, o• - 233 Park Ave S Ste 300 _ S8 -114-57"E PER CITY COMP. PLAN 3 4 �h .;:� �,, 83. 0' - Minnea olis, MN 55415 .I NE::• ..:y p :• :1 :��o N1. -: ,�� ,� ; �' '� • A 612.758.3080 MAIN O M€:� �e 612 758 a: 5 z�::� �"`::: _ 3099 FAx P �fr::r x _ c.com r;' �,. I Uj vvww alliant in OUTLOT A o no p5/•:s•'" 314.16' R-6 0\ y Q i gg THIS EASEMENT 2 :;7 d }�?: ' '� `"'•°'^�•;;.; _+ I To BE VACATED N - I - DOC 94211 {,7 ,a ,rr•' ( ?..••: S8T06'15�E• 1x30.00 T 4 E L lobi '� 40.61 O\C �': 1ho I i .4 o <-- u d .�'1a� L E'}° 3 E:: t, a`a° ^ j �: l \`���'�e '•• _N2\3�'33"F, 'jp� 01 U t N h 131 �• `•r •...v;'�' rB`�:ir 21.91 � n 1 `'� o - - BCD DISTRICT LIMITS r� yg'11'w , :;yy" fir' 2' 433"E } i �N PER CITY WATER 2 511 r :: • , y; (F,{: t� - / ..� fi n }/ }� -- 21.91 J RESOURCES DEPT. y:'y E: T <o :_ 7n I _ / a o 0 0 C:) } o :' � itiIn � , �6 }}}•,,•'•� 7 C:::�b O < (rA N ' .-. ..:•: ::::?::r':r:?::: :::ii �:::'� i::: '' T.."�.j,•• „� 1 :..:•:.'.� < �;� ,n W 11 11 11 .;_y :�� �:i {7Y&}i;::;::�-''•�?�;:::::•>: :::� ;:�':t`iCr'i:� � ,;: 00 .:✓''l !{::�:i}1 < 1� lir 11Q J • •• •65.19' R=330.00' I .•.:?5::..+.:.:..�...:.:....: — 109.25' L-" N87'29'34"W 269.15' — — ,i�.r N6 .Y.r i i:y:•..•i�,:?�. / `C p=14'4730 I /f/_ • z (ROW B o wUj ROAD A u) 10 •ti>y ;tr'•i�1 tt}..:. Ocj10 _ "n 1 r 0.. ;3 :: r SS < < `:j'�."• ,'• ?::: ✓ ty5 4 R-270.00' as i Q T:.._ F.. '`:•:.A I '' ` �r:ti}:•:'•:�':+�/•;''};�;' 1428 50" .,-.:•r.•;� N8T29'34"W 269.15' oa X11 J ~ + , Csiti:•S't. •;:;::r:;t:4 L' 18 .:-:�'•:•:•,iF ^:; Q Q d. x ..-..., . �. 'I �� / O J J p clty�,' �. .„$:7 ri:- ; ;: w z Z m .:••i fi is 'l: Y V �. • :::'i,FI•:•:::•: :::'fi �i �'.•:::1.•.:•:: .:•.•:.:. • • : �wT... o S ?•:: '• " "' • ;•:•:}.. 1 0.09' ' 0., :: :� y ... • `:•:.:: ::h v VI •O % �4::':; � �7:�.:t:✓-y'10 �.;;;f L-3 .� 'p=13'265 •.'C: �" -•� art•`tr'-•'t'.e.-'':?:{a.s: i'>••:•:?: [h _ ao LLI a a- '1 �F E::;;;':iy.°•iti}•': r 3'10. Fi ��::::�:::ri:r::.. -t ao �', V) U.I5i Z /�� M� 'O N ..: ,::i_� c�02 S'•,✓�102 til e. ;: �' E ° / g z �i li 45 �, 2 k% '� n I— Z Z 00Z 9 'c 1�. O f•`'t 1 f"•' M a h a LI.I :•:';� RR //•'. + 7.11 i^;••y"vt..:::' :: vj 77 of{�;� `' N \�\ o Q O (n G C ti GV •J N G::� 1! � .h .ti': `ii:: So .,O.F•:. r i {•.:'"�tiE>,i ?}� o In i''+ rI: !� h':� /.,;�csrt'' 1 ZQq W W ,� • y '`'l.:, ': r''' + ..I _u O ^''i ;: 1: II 'r,.. OLn li Li l IANF '_' _" �f a I / LL a is Lj :5i:�{..;•; W r���,:.e.:,• • '•i c:tt' : _ 't �,,,QIZ r o 889°5 3'00"E2 1 hereby certify that this plan, an , , o�-_41.3510 specification, or report was "a¢o prepared by me or under my29.59' _ direct supervision and that I ':} : ti - o •v. ': ^;.:;5..�..' ;; '4 of sEe 2i ;r ' .� oo: ���:i ?'N ,:-Vo C'E �6i; ,_SO'0T00"W am a duly Licensed : r� :,}:•• ti o' ��; i ;•; 29,59' `{:;7 PROFESSIONAL ENGINEER under :tv; 0 . ' p :j EF{i �:•:ti:�. r::••.' :1? �' r `1' ?� the laws of the State of {t7 ..�..... o r ri o'. . �� �.:. iii:::.: 78.03' 90.08' 110.9, -54'28V � '••::: ;•.:.:..:.:.:. 1•::. 64.74' � .� :�..�. ....,t � "•'3.-.T r . +... T.-.�'' �-...-. ..-....F�� S8 MINNESOTA •si•• :. �ESO d 41 1 •�:•::�r:. }:•,. �^30.0 4' r h i:f i'>: ° o� iri✓ �::`^�. s:. is r 30.36 •� w `�''•"�'� � ri �:•:• tis ?� �.•..:• sas•53'oo"E 79.74; S89 5300E 335.24 r':{ n a n' r�. u >�...•:";, ': �:'% $2 F2 / MARK RAUSCH, PE in �: :� ^ m � �.'�• �✓511.403 ! CN) 11 io ,3 :' : ' I N N o� N 3`�:i�' k' (ROW'- A Date License No. BL K 1p i 1n $ E: / QUALITY ASSURANCE/CONTROL . fo I , .;� 55 rot' E:Lo o } �•T, �:• 'J .T."'•.T�•.•-.:- �:'„' '� jj "I �I '”- -- �;••''7^�ry '� k(: CV O BY DATESB4'50'45 31.46' TOr DATE ISSUE DRAINAGE o LEGEND. DRAINAGE AND UTILITY EASEMENTS ARE SHOWN THUS: ::: •: • EASEMENT PROPERTY LINE I 5� n, - „" :::•:: - ` 17 79'_ r LOT LINE LO Ln ?�-r.•." .y✓ -"'13686 t a{! jr` JF'tl 1 32.6, :] I I y 515p04 m N{� 12 {:r' o o :?r 5j,.8 y23 W h t, — — R.O.W o �5 0 OF `? o ij I;: — — — — — — — EASEMENT LINE I I ;jo ii i �,;: w w os OUTL TF m. o _L_J L_J— :?r 8 --- n 1 — • FOUND IRON MONUM NT y� 4 11 co 7 _ — .r E tiYKf3n S43'23'19"E �• o o N 42.77'7E 730 ^ :i� / �- — — — — — — — .. ) L=3.679.1�.- ° DRAINAGE AND i D 15''••' - \ �o o s 2g19 2"E 7 ,__S89 53'00 E t� ^1 NOTTOSCALE i•J p'.�r,,r:�': • 33.12' p 0'46'50 I {. ' 0 0 1••"'- 7.52.5 :t� 3 / �•� .�� N :r}j 60 46'4"E .�/ 16.00' L �.� �. UTILITY EASEMENT Being 5 feet in width and adjoining lot lines and 10 feet in N 0 l';•`"�;:•;.:rr j �•• ,;• •.. N Ec width and adjoining right of way lines, unless otherwise of: rd Y'.r_�r. i ,. � i.•+" , N89'57.55"E 100.10 "} * "' indicated on the plat. PROJECT TEAM DATA L=7.02' :a E:: O - ,F,••'.;id'S0 DESIGNED: MPR p 5'44'50",F•••::�1 f.'r� yri• n . oo' 'joEi _ ^F?Y: N N M O :P•,i•�N - BLOCKS ry of is o o O a�,,i4 DRAWN: ELL o: al[,?r" "� O}"r PROJECT NO: 215-0119Cq 7233 :;.•;, 5"W rg 16 <1 vo tY s y •.�J �t 5 O 14 A.' r In 13 f.•:: :.. ; L= u,;;;; {} N w :,,, 6' ,i: j o� N89053'00"W 4 2'04'20" �I C' Sj L=23.45' +3 o p -404'20"a> 16.00' SHEET 5 of 32 4 Z � Z a ma 4 UO / U Y (� •� poi ,•, :fir•, d 0 U LU Mo_ ;r7 oe N 3 ;3 17 OUTLOT A N { V, N E 55' 19' W F9 /0. ;.fti++p._.. 58311 �,..�•--''-'`'... c•, �. m 1$ II l. - N89'56'00"W 166.49 4-,40.5 3 rn N 2'00" oc6 00 F 0 F 0 In �Li OUTLOT C L-8 91' - C S 5 M A=3'55'40" v co O 0ww malt " 0 _� �' •. 7233 :;.•;, 5"W rg 16 <1 vo tY s y •.�J �t 5 O 14 A.' r In 13 f.•:: :.. ; L= u,;;;; {} N w :,,, 6' ,i: j o� N89053'00"W 4 2'04'20" �I C' Sj L=23.45' +3 o p -404'20"a> 16.00' SHEET 5 of 32 N L6 r N bo LO M 00 V) 180.24' f 4p �� 009 o� �a m- �ti R �o� THIS EASEMENT T TO BE VACATED .4 Z ti (DOC ;94211)Cb 0 25 50 100 SCALE IN FEET N L6 r N bo LO M 00 V) 180.24' w� �a R �o� THIS EASEMENT TO BE VACATED .4 (DOC ;94211)Cb aM1 4 ` ' m - 1 102) e 45- 509�:11 I o,'AS' '.Oo', s C "`" ` �UUO DISTRICT LIMITS 1\ 41-5 o, M h PER CITY WATER �/C /� N' '07'02"E r RESOURCES DEPT. 7i { `$ GO1 nIVEA 1 %JI 6.18' -i _ i v if \\ 1 I] O HOMES & REMODELINGS % 1 [ ' � T4 i d 4p19 6�f \ CO 3 I h C 1000 BOONE AVE N, SUITE 400 u ' 15818 ^- 16 dip" C� \0" \ - t- a. 00 I m O GOLDEN VALLEY, MN 55427 ` 2312E �4?9g•\ .<0 \ I' OFFICE: 763-432-4500 `�... o\r 5p• rn l 'M FAX: 763-432-4501 { �'' � - y'I I ns\$ • 4440"°0o \ ff \ ��� n z .'i I' N D � \ C1 -j\ S1 07 02 E 80.07Cm1g -X N r RSA :{ L=120.3,3 - _ dc85 �\ ,/L=25.95' r- d=24062p+ ��50444o2pDO pp�\ / O \\'d ♦ /./-" C\`�\ 11 f . / A-2446'50 ? is \:._ . / a Oso \ Ip Ss .\ / ] �, '.I ../?s�ys \ da'\ './ p`L`L yN a' `' S26'01'07"E ��..� ty.:/�� I i CY, / �o\ sR 5 h L=B.9,' off' i$ 11.55' A L L I A N T ^ ':/ \ y \. d- 0 E N G I N E E R I N G /..A=3 . 10 55 40 �.\ \ �.;N10233 Park Ave S, Ste 300/a V o 41.9 :: Ln Minneapolis, MN 55415 ..i 612.758.3080 MAIN % �F \90 \ / o" "DK yo \ \ , /: 612.758.3099 FAx .33 S2'51'38"W 19.73'f �y�j j✓ \��Q 9 !\ �.�.:: O� N1Q'5505 W 72 �`3,SS park°:\#O \ Nf:` www.alliant-inc.com d-30'06 4 51 Q73Z2 � . a\3J�0� St6-00'56"W stio' C L-7.02' rn S1'07'02"E }B7<� !�)s ASO" 4.04' /ho;'6'af���ryo'\��„4�- ry���' fJ p �o s�. \ �"'1 ^N sp 00• ;, S16.00'56"w sm. \ i z o0 4- �" / / \ 1.74 c'\ Ln I.- Ila �\\ 3 f- \\ �v� f r N i I �.'{ sem\ eo�i� N sem,\ \ o _ \ ;� 0 1 J Co 70 v is '� l :1 1 /: �� o d=ro4 20• \ S5,os'o4"E ` ':\ 122.1 s' J Z I ]Z „'N Qo o F -i6244'- zs S81'32'40"E h 7 / : ---_56.41' / 60' Q! /%';yq, �o S1$ 10 j ..� - F /' 7756 %� 55'09'04'E L=55.14' J I / v 4 /i 2 W 7?? p4,'t_S43.23'19"E 68:49:::. 3423". i C=5183 / :/a /v _ 94.02'd�9 Q 33.12' S1'07'02"E 252.51' L 10f97 R 000 / ��'� M ::/ W [ .{ L:.I 6 0 �4=1834200 0 / �.�/ y 3 / o[. :1 1� -zsD� (ROW - B) o 9w o� I/ of:1N / m ROAD A p9, ::{ f / \ L=87.52' 10 > � vtl': R = L n H' ►� \ D' F / - - St 07 02 E 252.51' _�6=18'34_2 0 QO• „ .::�. i:'. 1 I .1 N / - '.�N' Od 8 QO? C= Sl> /'-79.0d 22 ' T 58.60' 94.00 J 2} ff1'�.:! $S 30' � \ ?>' � � � a t' { L=3.67 I ) f $:/°� / � 0 I I _ _ _ _ .:�- _ ` 10" ly W 8 ~ C=78.75 Z A 4 04650" L--25 11 X4240' i tiL l= O L=26.34' .r{ >``:`�� .:.:�_ - :: t -.A=51120 - : 82. m { Q•>9•: S77. -a24 __ �,._ -�: -, a ro• f :% p o 4=6'51'40" 1 i /._ 9" d_ R �8'p� �/ / %h 2> 2 270.Oo' I f /o N a a / { I I L=2.27 1 SO'02'OS E 60.45' -"` 7 O' W F� d=0'28'10 �' X223 6 ^ 1729'20" I .... C ewe Z Z .] N .{' F•••a T t`.� ,.'921....3 Z .n J �t7� 4 Q - / I Q Mt [ ' I _. y} _. _ - _ { 1. .., J � � �Q� T. f / \ 1p X J` �;' J ¢7:5> .. / C?.73' Jp4" ✓ 0_ - { M t:.i _ r I. :-I N [.' �l 0 J �� l� �. - - - R 330 d. \ f O Z CZ ZCC : d 172920 I s27?5�8�00 <\ N C G '� / -..= I SO'02'05 E 60 45' / `J L 23 45 m 3 / :.�N 00 / % A=4'04'20" :% T d_73. _ 8 6`4 'F..-. . '..... C�2 : \ (,0 Q O< e - 25'10" } i- 00 v 3 f 7.' A -I :j L'. '/3 �`� JJ 9 Q O J J -L=503'20" \\\ A`c7 �.13 . m 1 1.:.:1V) I:::1� /.' `J•� /'::':%3 N /./ l .:j k O 1-,7.7s' a ss`sn ::.°�s2 R, °�\s8�,0 p z W W ^n I cc r Ir .':1 J N . \" J: n V l .l o f` ^ vC i 20" �. �3S??O d•\ O tw7 Q �. M / n 1O ro / / v ro _ Op. "'OCJ}\ N ?�9 \ - O / . _ /ry M : to to N / J•M :J 3 _ J U7 _ 1_.._ -_- -_ . _--.. __ _ _ ..-_ 01 V a a { ^ L: ,{ / J ::J N^ q'h i:>' N26 (1151 SO'02'05"E 90.02' 1.,..J : rn �._ _. _.....�: r.� rn T ,t';� ,A f :{ - - -- ''fid? specification, I hereby certifyor that I waslan, OF THE E //2 / ,� l f Z I N N rCA N45'37'O8"W r: °F' Ifa °F':i;---- :J J./ "� f;: iNn -� jf %f \�W. � pepared by me orundermy ^� C ':\ `\ / 180 24' °p ` '/ h -- cia direct supervision and that I 39.99' 176.55' _ > _ _ _:`/ _ /:r r �, X2'05"E 132,1.93- -- �`. fwl •.hf .: % ��i��c9.'.. P 93.79' 128.07 \ t -.- T.- - _ _:{ �- %- _ J ., - - - - am a dulyLicensed LO N0002'05"W 558.65' 11 I ;� / 1..;/ J::/ / a f: a`ti N �.: j'f �. Opp\ PROFESSIONAL ENGINEER under I LEGEND: PROPERTY LINE LOT LINE - - - R.O.W - - - - - - - EASEMENT LINE • FOUND IRON MONUMENT DRAINAGE AND _{ UTILITY EASEMENT l CT/ON LINE BETWEEN SEC 82.02 L40 76 - 85 91 ^ 85.91 ..L36 67 50 51' J / /> ;� v yh/ :\ the laws of the State of - ._ L 58.66' n o ) �hh/ ./ \ MINNESOTA SO'06'15"W 331.26 - 5017 in ../ _ 78.94' \ \ \ 59'1839"ty 10917 W i \ MARK RAUSCH, PE i363 \\ NO -02'66"W 129.10' v2 33 0 z \t 03" \ S Date License No. �Og2f \"8.60 QUALITY ASSURANCE/CONTROL moi, BY DATE t` d DRAINAGE AND U11.1,EASEMENTS ARE SHOWN THUS: ^\ I �\ N \ - '0 DATE ISSUE I a \� W 5 -1 74. 5 r Od,\\ LO 00 r \ NOT TO SCALE 0 I ` Being 5 feet in width and adjoining lot lines and 10 feet in f7'I� I I J width and adjoining right of way lines, unless otherwise ZA I ^1 indicated on the plat. fid` - n 16 I rI �. I PROJECT TEAM DATA a 1 SO 07'00"W s CP,':�1 I u.11,:.{ I � --29.59' S9 DESIGNED: MPR \ I ol._:.i fl�q ,r DRAWN: ELL 'MIOA PROJECT NO: 215-0119 N0002'05"W { NI L -91st' R 2805 fi 294.54' - - 1-'7 5-:. - { - - -_ :--. - - �.:- o 150.00 a L=1 �.. N 0002'05'W 432.28' N 0 02 05 W ; p=18 23 50 ' s V101 i 150.00' N89053'00"W S89053'00"E , -' 63 16.00' 16.00'I -Sa�o7'00"W ] 2 .59' SHEET 6 of 32 SITE PLAN DATA EXISTING ZONING A2 -AGRICULTURAL ESTATE DISTRICT PROPOSED ZONING RLM-RESIDENTIAL LOW AND MEDIUM DISTRICT EXISTING LAND USE RESIDENTIAL LOW DENSITY (1.2-4 U/AC) PROPOSED LAND USE RESIDENTIAL LOW DENSITY (1.2-4 U/AC) GROSS AREA WETLAND AREA TH 101 R/W DEDICATION NET BUILDABLE AREA PROPOSED DWELLING UNITS GROSS DENSITY NET DENSITY 43.549 ACRES 13.929 ACRES* 0.028 ACRES 29.592 ACRES 46 1.06 UNITS/GROSS ACRE 1.55 UNITS/NET ACRE WETLAND BUFFER 4.872 ACRES* PUBLIC RIGHT OF WAY DEDICATION 4.680 ACRES a��� PUBLIC OUTLOT DEDICATION 20.855 ACRES (7.068 AC UPLAND) '- (PUBLIC OUTLOT TOTAL EXCLUDES PRIVATE OUTLOT B) TOTAL LAND DEDICATION TO PUBLIC 25.535 ACRES (58.6% OF PROPERTY) h.- *SEE WETLAND MANAGEMENT PLAN FOR WETLAND DATA. WETLAND DELINEATION ' FOR PAULSON PROPERTY IS UNDERWAY, THEREFORE, MINOR ADJUSTMENTS TO WETLAND AREAS MAY BE NECESSARY. 4 EASEMENT ° o 0 -------------- 5L l_ 25' FRONT 5 0 5 W F - FULL BASEMENT L - LOOKOUT W - WALKOUT 1:7.1 63rj V13 I DENOTES TYPICAL 25' REAR SETBACK LINEI[ON DRAINAGE AND UTILITY 5EASEMENTS UNLESS OTHERWISE SHOWN ----------------- _-----I THE PLAN. TYPICAL LOT DETAIL NOT TO SCALE LEGEND: PL 4" Topsoil, Seedy I & Mulch or Sod. Draintile Surmountable. Concrete Curb EASEMENT LINE BUILDING SETBACK PROPERTY LINE LOT LINE Min. Side Setback Corner lotto ROW ROW Min. Setbackto Wetland Buffer WETLAND DELINEATION WETLAND BUFFER WETLAND BUFFER MONUMENT WETLAND BUFFER STRIP CL PL 30' 30' 15.5' to Back 15.5' to Back - Wear Course to be 1/2" Above Edge of Gutter 1 I 1 3.0% 2.0% 1.5 : 1 1' Draintile 1 1/2"-MNDOT 2360 SPWE13340B Tack Coat - 2357 2"-MNDOT 2360 SPNW6330B 12" -Class 5 Aggregate Base 24" MNDOT 3149.28 Select Granular Borrow (*See Note 7) NOTES 1. Minimum Right -of -Way Required - 60'. 2. Maximum street grade 7.0%. 3. Minimum street grade 0.75%. 4, 4.0 Topsoil placed in disturbed areas. 5. 2 Rolls sod behind curb. 6. The bituminous wearing surface shall be placed the next construction season following placement of the bituminous base. 7. A test roll of the prepared subgrade shall be performed by the owner in the presence of a city inspector. The city has the authority to require additional subgrade correction based on the test roll. B. Draintile shall be placed along both sides of roadway. See plate 5232 for detalls. CPPIOF TYPICAL RESIDENTIAL STREET STREET SECTION REVISED: 4-14 ENGINEERING DEPARTMENT PLATE NO.: 5200 FILE NAME: G:\ENG\SPECS\5200 "Foxwood" Development, Assumed Min. Requirements per City of Chanhassen FILM Zoning Standards 5/6/7016 Block Lot Lot Si:e Acres SF 35% Max. Impervious Area SF Min. Front Setback Min. Side Setback Garage Side Min. Side Setback Home Side Min. Side Setback Corner lotto ROW Min. Rear Setback Min. Setbackto Wetland Buffer Lot Width. Min.Front at Min. ISethackfor Front 90'+Lot Setback Width Est. Min.Lot Death Grading Pad Setback Per Plan Grading Pad Width per Plan Location Grading Pad Depth per Plan Location Notes 1 1 1 0.29 1 12,600 4,410 25.0 5.0 10.0 25 30 90.0 25.0 140.0 25.0 70 65.0 1 2 1 0.35 1 15,147 5,301 25.0 5.0 10.0 25 25 30 99.8 25.0 130.0 25.0 70 65.0 1 3 1 Q37 1 16,091 5,632 25.0 10.0 10.0 25 30 85.0 30.0 130.0 30.0- 65 65.0 1 4 0.33 14,525 5,084 25.0 5.0 10.0 25 30 85.0 30.0 1 123.0 30.0 70 65.0 1 5 0.35 15,123 5,293 25.0 5.0 10.0 25 30 85.0 30.0 118.4 30.0 70 65.0 10'd/u esmt l side 1 6 0.34 14,718 5,151 25.0 10.0 10.0 25 30 85.0 30.0 117.6 30.0 65 65.0 10'd/u esmt1 side 1 7 0.40 17,561 6,153 25.0 5.0 10.0 25 25 30 103.0 25.0 145.6 25.0-51.0 65 65.0 Grading pad setback varies to ROW 1 8 0.27 11,739 4,109 25.0 5.0 10.0 25 30 90.0 25.0 121.3 25.0 70 65.0 1 9 0.29 12,799 4,480 25.0 5.0 10.0 25 30 90.0 25.0 125.6 25.0 70 65.0 1 10 0.33 14,240 4,994 25.0 1 10.0 10.0 25 30 90.0 25.0 130.0 1 25.0 70 1 65.0 10'd/u esmt Iside 1 11 1 0.35 15,306 5,357 25.0 5.0 10.0 25 30 90.0 25.0 131.5 25.0 70 65.0 10'd/u esmt1 side 1 12 0.27 11,688 4,091 25.0 5.0 10.0 25 30 91.8 25.0 122.9 25.0 70 65.0 1 13 0.34 14,974 5,241 25.0 5.0 10.0 25 25 30 103.3 25.0 127.0 25.0 70 65.0 1 14 Q28 12,133 4,247 25.0 5.0 10.0 25 30 120.3 25.0 127.0 25.0 70 65.0 1 15 0.28 11,980 4,193 25.0 5.0 10.0 25 30 1020 25.0 196.3 25.0-72.0 70 65.0 Grading pad setback varies to ROW 1 16 0.4218,390 6,437 25.0 5.0 1QD 25 30 71.5 30.0 138.9 30.0-57.0 70 65.0 10'd/u esmt 1side 1 17 0.39 17,136 5,998 25.0 5.0 10.0 25 30 82.1 40.0 218.1 40.0 70 65.0 10'd/u esmt Iside 1 18 0.35 15,244 5,335 1 25.0 5.0 10.0 25 30 1 106.1 25.0 1 202.3 35.0 1 70 65.0 1 Public trail abating 2 1 0.29 12,599 4,410 25.0 5.0 10.0 25 25 1 30 1 110.0 25.0 1 124.2 25.0 70 60.0 1 Shorter Pad Req. due to we. 2 2 0.27 11,652 4,078 25.0 10.0 1 10.0 1 25 30 90.6 25.0 133.4 25.0 70 60.0 Shorter Pad Req. due to We. 3 1 0.31 13,500 4,725 25.0 5.0 10.0 25 90.0 25.0 150.0 25.0 70 65.0 10' d/u esmt rear +abuts pond outlot 3 2 0.35 15,253 5,339 25.0 10.0 10.0 25 128.4 25.0 120.8 25.0 70 65.0 10'd/u esmt rear 3 3 0.41 17,814 6,235 25.0 5.0 10.0 25 25 106.5 25.0 139.2 25.0 70 65.0 3 4 0.26 11,430 4,001 25.0 5.0 10.0 25 90.0 25.0 127.0 25.0 70 65.0 3 5 Q30 12,958 4,535 25.0 5.0 10.0 25 116.4 25.0 127.0 25.0 70 65.0 3 6 0.32 13,843 4,845 25.0 1 5.0 10.0 25 1 115.5 25.0 1 144.8 25.0-40.0 1 70 1 65.0 10' d/u esmt rear and 1 side + grading pad setback varies to ROW 3 7 0.38 16,669 5,834 25.0 1 5.0 10.0 25 1 87.7 30.0 150.0 30.0 70 65.0 Large Ex Tree 3 8 0.45 19,487 6,820 25.0 1 5.0 10.0 25 30 1 86.5 25.0 143.0 30.0 70 65.0 Large Ex Tree, Pad Offset in Lot 3 9 0.41 17,911 6,269 25.0 5.0 10.0 25 30 91.3 25.0 158.2 30.0 70 65.0 Abuts future park/Large Ex Tree 4 1 0.30 13,255 4,639 25.0 5.0 10.0 25 30 134.6 25.0 132.8 25.0-42.0 65 56.0 Wedand buffer within lot limits +grading pad setback varies to ROW 4 2 (128 12,340 4,319 25.0 5.0 1QO 25 30 125.1 25.0 129.8 25.0 65 63.0 W etiand buffer within lot limits 5 1 0.34 14,995 5,248 25.D 5.0 10.0 25 30 106.7 25.0 145.0 25.0 70 65.0 Lot abuts private drive outl ot+ 10'd/u es" 1side 5 2 0.26 11,200 3,920 25.0 10.0 10.0 25 30 81.0 n/a 131.5 25.0 65 65.0 10'd/u esmtI side 5 3 0.28 12,105 4,231 25.0 5.0 10.0 25 30 108.5 25.0 131.5 25.0 70 65.0 5 4 0.33 14.557 5,095 1 25.0 5.0 10.0 25 30 158.1 25.0 129.5 25.0 70 65.0 5 5 1 2.76 IM342 42,120 25.0 5.0 10.0 25 30 215.8 n/a 507.3 n/a n/a n/a Paulsen residence to remain 5 6 0.31 13,634 4,772 25.0 1 5.0 10.0 25 99.5 25.0 130.1 25.0 65 65.0 5 7 0.2711,688 4,091 25.0 10.0 10.0 25 85.0 n/a 135.8 25.0 65 65.0 5 2N ]3,598 4,759 25.0 5.0 10.0 25 82.0 n/a 153.0 25.0 65 65.0 5 9 0.36 15,699 5,495 25.0 5.0 10.0 25 82.0 n/a 178.6 25.0 65 65.0 5 100.35 15,214 5,325 25.0 5.0 10.0 25 100.1 25.0 204.3 25.0-36.0 70 65.0 11 0.39 16,829 5,890 25.0 5.0 10.0 25 82.0 n/a 204.4 25.0 65 65.0 12 0.31 13,683 4,789 25.0 5.0 10.0 25 30 90.0 25.0 151.2 25.0 65 65.0 L66 1 0.49 21204 7,421 25.0 5.0 10.0 25 25 121.8 25.0 177.4 25.0 655 65.0 Abuts TH 101 w/ SO' landscapce buffer proposed 2 0.38 16,551 5793 25.0 5.0 10.0 25 90.0 25.0 182.0 25.0 70 65.0 3 0.40 17,317 6,061 25.0 5.0 10.0 25 113.0 25.0 185.8 25.0 70 65.0 1 lot abuts private drive outlot 0 G 110 0 011 GONYEA HOMES & REMODELINGS 1000 BOONE AVE N, SUITE 400 GOLDEN VALLEY, MN 55427 OFFICE: 763-432-4500 FAX: 763-432-4501 ALLIANT E N G I N E E R I N G 233 Park Ave S, Ste 300 Minneapolis, MN 55415 612.758.3080 MAIN 612.758.3099 FAX www.alliant-inc.com n M L0 In � Q J ~ M 0 V) V) - Z Z J � CL Z Q LLI LIJ U) Q C.7 _ Lr) _ 0) U a m C a Q Z 5 W M Z a L rLU_ N I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed PROFESSIONAL ENGINEER under the laws of the State of MINNESOTA MARK RAUSCH, PE Date License No. QUALITY ASSURANCE/CONTROL BY DATE DATE ISSUE PROJECT TEAM DATA DESIGNED: MPR DRAWN: ELL PROJECT NO: 215-0119 7 SHEET 7 of 32 { _____________ 00 /�Z N— ; "a 11 -- I ' x I ' O RETAINING 'cc - 1r�lifillililillWALL (TYP) 0 25 50 1 00*' EDGE METLAND I 1 '--VA-...-, `�/WETLAND l / *✓ I } i Lu . . rh{ PER K✓OLHAUG ENV.SERV. CO 1 i , SCALE IN FEETII ' zii 1J / n . . . ! . . . . . . . 4 BCD DISTRICT BOUNDARY" / ` , / \ )y PER CITY COMP. PLAN � �- - - - � � 4 - - . . . . . - - - Q 1 5 ( _ ED TLAND OUTLOT A y'" v v �, / / / OUTLOT A WETLAND 1 \\ �'J 3 I� /�, v v v � 10' BITUMINOUS TRAIL y, - N (10-214W) I I WETLAND l I Ss. I �6 1 — I F- < I Q PER K✓OLHAUG ENV SERV CO- ! f 6 1 II U — ---------j I - — — — — I RETAINING �! 4 BCDDISTRICT CIIITY WATER WALL (TYP) RESOURCES DEPT. I � a L.__! SAMPLE FOOTPRINT a a ! .. . . t ,. i +3 ( 1 1 AND DRIVEWAY (TYP) + o 4". +177. II. i r < 11 R W I PED RAMP I i A 1 I -------------- --�-r5 SIDE LK (TYP) i !' - /. \ STOP SIGN I o� I � 11 .. •..._... 00 3+ PED RAMP / ST +47.48 2+00 a o R= 00 N —I ROAD A+ (0�{ , m +00_ wo+oo . . l _ / r oa 618 CURB RETURN IN\— • - - - STOP SIGN o B618-CURq} / OUNT r \fiETURN r--� --- B R� - ao WETLAND / .-/_ _ / , \ i j ... > � '� 'd TTE ND GU PER KJOLHAUG ENV SERV. CO -.. --L11. _-= \\'\` .w \ \ \•+ I i / / / 6�\ / — w — �� I p - - - "\ \ I �. 2 1 . 9 h II I p i f IX zz I I za 1 \ l i - i ' ,. el i '� W r I I a o 20 BITUMINOUSI I MONUMENT SIGN I Uy _ PRIVATE DRIVE I I I I I I I I I w. Y V♦F' _ _ - / \ \ / / \ v , I k / \ \ \ I � I I I I haw Ur . . .. % �% 10 > /' vv� r `v vv 20. ', I i i (BLOCK 61, / l a PT: 1+84. I I I I <o lb-- -- --- --- --- / v / x UJ OUTLOT A ice . . . . . . . . . . . . . .} I' 15' BITUMINOUS OLD DRIVEWAYS TO �r j r _f7 / IJ_ - - - I I PRIVATE DRIVE REMOVED ONCE ROAD A I 'r l / x 1, > \ /. _ a+ AND NEW PRIVATE DRIVE fi x y / r ' " 1 V o / / { 4 / \_ ., IS COMPLETED L 1� Pi j/W T MATCH EXISTING 1 L r0 /� I — — — — — _ — I ' 1 / „ `..1 // WETLAND V SER co I I 1 t ER KJOLHA / 1 � m x, P > y y; r— N = -- // \ \\ /s�— �I II I { I• / i �1 �. Jam/ 1 f r/ m0 E1 r rii I //— I I I T: +150_25-- 3YV�/. 2� _ f m I I / / / Rs , a — -- �'ti 12 I 1 w l I . _,M ' j o Z I j I I R ,. Q� LEGEND: L \ I r I. , if U M LO +� Ill 0a i~ O �I CD N N Z LJ Z g� is 81 � I 0 Z W 0 WN �Q 0 Lo z LL rn U IL in j 1 , A i i x f1 r'A Is i 1 Z 18 o I I I 1 OUTL T F I WET. JP +- ___ _ _ zz o m ' I + I -- o 1 1.W. 3p / —^-0 a Q EASEMENT LINE Io Q L ( I 15 + r — — _ -w�( i / w�WJ Z x — — BUILDING SETBACK p3 PROPERTY LINE L------------- \ 10+10.70 O LOT LINE —l� — ---- — — <z — — ROW \ I �/ ''/ �/ I Io I ' BLOCK 5 I 1 �LIJ U — -WL- -WL- WETLAND DELINEATION # n / —a Q �� i / / ? / / ��" o — — WE BUFFER 1� _J l / f p Q O WETLAND BUFFER MONUMENT —OUTLOTC�-. /. P�3+� 6 I o �/� % 14 i._ / / / I 1 5 F - - - - - - O \ / , WETLAND BUFFER STRIP 411 WETLAND SERV. CO ^�. _ \rr) �� r i`r I t �.✓ / 00 --.�\ N • % OLHADO / . - - \ \ < `"'1 / ` 13 PE / -/- \ \ \ \�� \ I ';` `i i i_ I w WKJETLAND 2 _ _-M ,�\ \.. I 1 GONYEA HOMES & REMODELINGS 1000 BOONE AVE N, SUITE 400 GOLDEN VALLEY, MN 55427 OFFICE: 763-432-4500 FAX: 763-432-4501 ALLIANT ENGINEERING 233 Park Ave S, Ste 300 Minneapolis, MN 55415 612.758.3080 MAIN 612.758.3099 FAX www.alliant-inc.com I hereby certify 1 specification, or prepared by me direct supervisior am a duly Licen. PROFESSIONAL EN the laws of the MINNESOTA a M LO LO 0a i~ O CD N N Z LJ Z g� Z oc 0 Z W 0 WN �Q 0 Lo z LL rn U I hereby certify 1 specification, or prepared by me direct supervisior am a duly Licen. PROFESSIONAL EN the laws of the MINNESOTA hat this plan, report was or under my and that I led GINEER under State of MARK RAUSCH, PE Date License No. QUALITY ASSURANCE/CONTROL BY DATE DATE ISSUE PROJECT TEAM DATA DESIGNED: MPR DRAWN: ELL PROJECT NO: 215-0119 8 SHEET 8 of 32 a m oc Q Z Z IL J W W Uj IL in hat this plan, report was or under my and that I led GINEER under State of MARK RAUSCH, PE Date License No. QUALITY ASSURANCE/CONTROL BY DATE DATE ISSUE PROJECT TEAM DATA DESIGNED: MPR DRAWN: ELL PROJECT NO: 215-0119 8 SHEET 8 of 32 I % 3 \ \g \� 10' BITUMINOUS TRAIL 1 PED rr / I I -RAMP \ , \. i I / I I s"0 \ I p Q3 SURMOUNTABLE CURB m Z R6 \ R,�o AND GUTTER (TYP) j \ I - \ 0 0 25 50 100 i A - - A 3 ' �/ _r ... SCALE IN FEET --- v�\ \\ 1f, j , — -- + - 0 ro 00 Ln / 09 \ 1 /J / L--- ------ r L/X o yrr < �A m \ I z r0 D \ I I I \ \ \ \ . �/ / / /1 STOP\ , GN \ z /. \ \ � /• SAMPLE FOOTPRINT D AND DRIVEWAY (TYP)--, 5' SIDEWALK (TYP),' / WETLAND IMPACT, SURMOUNTABLE CURB / I . ht�' I I I .l I I I AND GUTTER (TYP) x SEE SHEET 22 /� 5' SIDEWALK (TYP) I L_ I I I -- -- ----J L STOP SIGN / M� D } BCO bIS,TRICT. BOUNDARY. } \ PER CITY COMP. PLAN 0' BITUMINOUJS �, - , - • - , ' , - ; AIL VIII GONYEA sco InsTRlcr u�nTs o \ PER CITY WATER • �: 111 z m 1 ! ` I I" HOMES & REMODELINGS RESOURCES DEPT, r I -� c ' r mom I I I 1000 BOONE AVE N, SUITE 400 00 `I GOLDEN VALLEY, MN 55427 I" \ z a 0 I I= OFFICE: 763-432-4500 \ \ n I _ I I D FAX: 763-432-4501 > \N � � I — � 'SII • �I RETAINING WALL (TYP) , N \ \\ PED ' \ _ \ \ T \' ' . b RAMP' J I \ .- ALLIAN \\ -? E N G IN E E RI N G 5' SIDEWALK (TYP) r ��° _ 4 67 V / 233 Park Ave S, Ste 300 \1361 URB \� J / Nil" Minneapolis, MN 55415 \ \ RE,1�41RN / — $' \ .� ,, l 612.758.3080 MAIN 612.758.3099 FAX www.alliant-inc.com \ \ a) t \\ � `� / ,..f __.-. \ \ crit . \ \ � '-^'`',✓ /' I + o. o /f if if0 4\ if } - _ r ! 16+00 . 3 , m 15+00 14+00 R W M I I I I I ;`.. _11 -— (D . 30 00 PEDLRAMP \ \ \\ I I I I J / I I I _. -- L -- ---J / G I I a 1 i RECUR if J 10+00 0p — 1 RETAINING /®, + _ N I r C5 c\I 1 � , - 1 -/ N � .,3 �p'.Y ` - Cj WALL (TYP) Uj m l ---- Vo o_ i __ . � XO : / N l \ � // / �o�� I � � I 01 L-------- 1 35'R TEMPORARY BITUMINOUS CUL-DE-SAC LEGEND: - - - EASEMENT LINE - - BUILDING SETBACK PROPERTY UNE LOT LINE - - ROW - wL-""-wL- WETLAND DELINEATION — — WETLAND BUFFER Q WETLAND BUFFER MONUMENT F-7 - • • • WETLAND BUFFER STRIP _ a / L-------- L --J -- -- L -------J L 41 L 7/ \ \� --- -----� v& W VVL\ _ \ / / WETLAND BUFFER WITHIN m� LOTS 1, 2, BLOCK 4 LIJ lye \' \ � o• -f. ' `z �'. \ � \•ao ,� .\ \ ,.1. a \ k- r \ l i \LrI \ Cry \ \ 1 I, I 00 v1s 1A \ m' 00 I - I. �.... Odgia — _ _ _ ------------J l'_ _ R-300 ' & '2.15+00t4o�I 1�0 EXISTING DRIVEWAY TO REMAIN ADJACENT TO WETLAND A O I hereby certify 1 specification, or prepared by me direct supervision am a duly Licen: PROFESSIONAL EN the laws of the MINNESOTA MARK RAUSCH, PE LrLQ 1� M LO In oQ J ~ O CO V) N W zz g� z CL 0 0 1.-z w w fn Q Z 0 Lo a LL. a� J W I hereby certify 1 specification, or prepared by me direct supervision am a duly Licen: PROFESSIONAL EN the laws of the MINNESOTA MARK RAUSCH, PE hat this plan, report was or under my and that I .ed GINEER under hate of Date License No. QUALITY ASSURANCE/CONTROL BY DATE DATE ISSUE PROJECT TEAM DATA DESIGNED: MPR DRAWN: ELL PROJECT NO: 215-0119 9 SHEET 9 of 32 LrLQ 1� m J Q Z a J W ar `W Cl) hat this plan, report was or under my and that I .ed GINEER under hate of Date License No. QUALITY ASSURANCE/CONTROL BY DATE DATE ISSUE PROJECT TEAM DATA DESIGNED: MPR DRAWN: ELL PROJECT NO: 215-0119 9 SHEET 9 of 32 v <' C; �c co GRADING NOTES: 1. ALL FINISHED GRADES SHALL SLOPE AWAY FROM PROPOSED BUILDINGS AT MINIMUM GRADE OF 2.0%. ALL SWALES SHALL HAVE A MINIMUM SLOPE OF 2.00%. 2. THE CONTRACTOR SHALL KEEP THE ADJACENT ROADWAYS FREE OF DEBRIS AND PREVENT THE OFF—SITE TRACKING OF SOIL IN ACCORDANCE WITH THE REQUIREMENTS OF THE CITY AND WATERSHED. 3. NOTIFY GOPHER STATE ONE CALL, AT (800)252-1166, 48 HOURS PRIOR TO START OF CONSTRUCTION. 4. ALL IMPROVEMENTS TO CONFORM WITH CITY OF CHANHASSEN CONSTRUCTION STANDARDS SPECIFICATION, LATEST EDITION. 5. ROCK CONSTRUCTION ENTRANCES SHALL BE PROVIDED AT ALL CONSTRUCTION ACCESS POINTS. 6. REFER TO GEOTECHNICAL REPORT AND PROJECT MANUAL, FOR SOIL CORRECTION REQUIREMENTS AND TESTING REQUIREMENTS. 7. STRIP TOPSOIL PRIOR TO ANY CONSTRUCTION. REUSE STOCKPILE ON SITE. STOCKPILE PERIMETERS MUST BE PROTECTED WITH SILT FENCE. 8. PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE TO MAKE SURE THAT ALL REQUIRED PERMITS AND APPROVALS HAVE BEEN OBTAINED. NO CONSTRUCTION OR FABRICATION SHALL BEGIN UNTIL THE CONTRACTOR HAS RECEIVED AND THOROUGHLY REVIEWED ALL PLANS AND OTHER DOCUMENTS APPROVED BY ALL OF THE PERMITTING AUTHORITIES. 9. IMMEDIATELY FOLLOWING GRADING OF (3:1 OR GREATER) SIDE SLOPES AND DRAINAGE SWALES, WOOD FIBER BLANKET OR OTHER APPROVED SOIL STABILIZING METHOD (APPROVED BY ENGINEER) SHALL BE APPLIED OVER APPROVED SEED MIXTURE AND A MINIMUM OF 4" TOPSOIL. 10. THE GENERAL CONTRACTOR MUST DISCUSS DEWATERING PLANS WITH ALL SUBCONTRACTORS TO VERIFY NPDES REQUIREMENTS. IF DEWATERING IS REQUIRED DURING CONSTRUCTION, CONTRACTOR SHOULD CONSULT WITH EROSION CONTROL INSPECTOR AND ENGINEER TO DETERMINE APPROPRIATE METHOD. 11. REFER TO STORMWATER POLLUTION PREVENTION PLAN (SWPPP) FOR ALL EROSION AND SEDIMENT CONTROL DEVICE LOCATION, DESCRIPTIONS, NOTES AND DETAILS INCLUDING CONCRETE WASHOUT STATION INSTRUCTIONS. 12. WETLAND BUFFER MONUMENT SIGNS SHALL BE INSTALLED AT EACH POINT WHERE A LOT LINE INTERSECTS WITH THE WETLAND BUFFER. 13. BUILDING PERMITS ARE REQUIRED FOR ALL RETAINING WALLS 4 FEET IN HEIGHT OR GREATER AND THE WALLS SHALL BE DESIGNED BY A STRUCTURAL ENGINEER WITH DESIGN REVIEWED AND APPROVED BY THE CITY PRIOR TO INSTALLATION. 14. A 3 FOOT SAFETY RAILING IS REQUIRED ATOP ALL WALLS 4 FOOT TALL OR GREATER. INFILTRATION BASIN NOTES: 1. ALL TEMPORARY EROSION CONTROL DEVICES MUST BE INSTALLED. PRIOR TO INSTALLATION/CONSTRUCTION OF INFILTRATION BASIN. 2. ALL STORMWATER RUNOFF SHALL BE DIVERTED AWAY FROM INFILTRATION AREA TO TEMPORARY SEDIMENT POND UNTIL BASIN IS COMPLETELY GRADED AND PLANTED. 3. CONSTRUCTION OF BASIN SHALL BE SUSPENDED DURING PERIODS OF RAINFALL OR SNOWMELT. CONSTRUCTION SHALL REMAIN SUSPENDED IF PONDED WATER IS PRESENT OR IF RESIDUAL SOIL MOISTURE CONTRIBUTES SIGNIFICANTLY TO THE POTENTIAL .FOR COMPACTION. 4. COMPACTION AND SMEARING OF THE SOILS BENEATH THE FLOOR AND SIDE SLOPES OF THE INFILTRATION BASIN AREA, SHALL BE MINIMIZED. DURING SITE DEVELOPMENT, THE AREA DEDICATED TO THE INFILTRATION BASIN SHALL BE CORDONED OFF TO PREVENT ACCESS BY HEAVY EQUIPMENT. ACCEPTABLE EQUIPMENT FOR CONSTRUCTING THE BASIN INCLUDES EXCAVATION HOES, LIGHT EQUIPMENT WITH TURF TYPE TIRES, MARSH EQUIPMENT OR WIDE TRACK LOADERS. 5. IF COMPACTION OCCURS AT THE BASE OF THE BASIN, THE SOIL SHALL BE REFRACTURED TO A DEPTH AT LEAST 36". IF SMEARING OCCURS, THE SMEARED AREAS OF THE INTERFACE SHALL BE CORRECTED BY RAKING OR ROTO—TILLING. 6. CONTRACTOR TO DIG TEST PITS DURING TIME OF CONSTRUCTION TO EVALUATE ANY POSSIBLE NEEDS FOR SOIL CORRECTIONS. ENGINEER TO REVIEW TEST PITS TO DETERMINE THE NEED FOR AN UNDERDRAIN FOR EITHER TEMPORARY TURF ESTABLISHMENT, OR TO RELIEVE SEASONALLY HIGH WATER CONDITIONS. DEVELOPER: PROVIDENCE 55, LLC 1000 BOONE AVENUE NORTH, SUITE 400 GOLDEN VALLEY. MN 55427 ROCK WEEPER (NTS): WATER /2"-2" ROCK ,7:2 SLOPE ROCK WEEPER PROFILE VIEW INFILTRATION BASIN BOTTOM GEOTEXTILE FABRIC LINER TYPE IV ALONG NOTES: BOTTOM OF RIPRAP 1. SEE MNDOT SPECS 2573, 3601, 3733 & 3889 2. CLASS 1—IV RIPRAP SPEC. 3601) WITH GEOTEXTILE FABRIC LINER, TYPE IV (SPEC 3733 GRADING LEGEND: FR F 959.3 GARAGE FLOOR ELEVATION W HOUSE TYPE EEREAR LOWEST FLOOR ELEVATION 950.3 957. ELEVATION ---7s9 ------ EXISTING CONTOUR — 789 PROPOSED CONTOUR Mok x62.44 *962 PROPOSED SPOT ELEVATION TW XXX TOP OF WALL ELEVATION BW XXX BOTTOM OF WALL ELEVATION -.EZ.-007 DIRECTION OF DRAINAGE W WALK OUT N* EMERGENCY OVERFLOW ROUTING RETAINING WALL ■ PROPOSED CATCH BASINS >> PROPOSED STORM SEWER PROPOSED EASEMENT PROPERTY LINE SETBACK LINE LOT LINE -- RIGHT-OF-WAY - - - - - - - TREE PROTECTION LIMITS 0 WETLAND BUFFER MONUMENT EXISTING VEGETATION LIMITS O WETLAND BUFFER GONYEA HOMES & REMODELINGS 1000 BOONE AVE N, SUITE 400 GOLDEN VALLEY, MN 55427 OFFICE: 763-432-4500 FAX: 763-432-4501 ALLIANT ENGINEERING 233 Park Ave S, Ste 300 Minneapolis, MN 55415 612.758.3080 MAIN 612.758.3099 FAX www.alliant-inc.com Ih L0 0 Q i~ M 0 N N LJ Z Z J 0— I.— Z Q LJ w 0 Cr V) 0 a OZ �Q 0) U I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed PROFESSIONAL ENGINEER under the laws of the State of MINNESOTA MARK RAUSCH, PE Date License No. QUALITY ASSURANCE/CONTROL BY DATE DATE ISSUE PROJECT TEAM DATA DESIGNED: MPR DRAWN: ELL PROJECT NO: 215-0119 10 SHEET 10 of 32 _ � I i i I �I I 4 I+ 1 K (lNf OF THE SE l/4 OF NE N r/4 OF SE //4 or SEC. 23 f d � i \ I ! 0 25 50 100 \ 4 t ( SCALE IN FEET 014:1! I I < GO zy66 IAO +�' 100 y T V r 20¢9 W N \ 4 W 030\70 2073---� �\ OUTLOT A 120 a 3 WETLAND 1 2074-_ \ -' } TW 902 I 76 a (10-214W) BW 894 f zG7 .I i WETLAND l ! } 207 Q I PER K✓OLHAUG ENV. SERV, CO /, I• - oe p f l _ w( _ �G \ `� / / I�'� •/ / t 20888 doo / /! /j ` y -1� toss / \ © PROTECT I LTRATJOh�AR ERO N CONTROL FAN FOR a ADDITIONZ-1 ♦+�� /- zlol ! \ / ♦ y CJ ti i • "J Q 2/Rs 2145-- 1 v° 2laa r-z13s WETLAND l-,c��--. \ 2147 -" \ 7/43 rF-2134 PER K✓OLHAUG ENV. SERV. Cly♦' '/ I _ Nati, , �� ��•- 'E" =",' - `' ' r...'' g`? _ -\ \ k f� I ^� I I� I • • --G-JRD RAR. GONYEA 7335-� i i I i I I I F1 if TW 910' #4 I $ HOMES & REMODELINGS / ! 1 (! ; I i BW slo 1000 BOONE AVE N, SUITE 400 �` !! , t i " Exs77eoro+I GOLDEN VALLEY, MN 55427 / 73364- t 1 t ' I OFFICE: 763-432-4500 a (uR Nc twe OF S C. 2•r t / 1 . it : II ! I k91 7,5 Q 12 1 r s , _j" 1 FAX: 763-432-4501 / � �-2056 ��— EI WETLAND I I j i I TC !� .��c,•�/��'� f=2055 i -2os3 wEI[•AN�D } j I I I ', TW 916 ��.,♦"�'�� '- _�B10 1105n PER K�lOtt1AUG ENVSERV- CO BW 910 '."i" ♦-�`, - 2Q59- 705 t ( i• i _ i I 9 - ' ♦-♦-� ys .n - _- - 2012 % �/ / I I i r �111�'7.iTC �6y.: wasg \ 2osl e < 2013 jJ ! I t l 914 m 2014-� / i \ 1 1 I +' BW 908 a��i. c ems-� /C 7.�t / 0 ��'i 4 �It: I ALLIANT W90 8. ENGINEERING 2 .yi ' t , v \ v- v. A l • / / / f - I \ _ �i ' 233 Park Ave S Ste 300 P Minnea olis MN 55415 1 \\.2j�\ •\\ ! goo ��\ \ -\\ �i«il y , - /_/' �� . -I\4 612.758.3080 MAIN 1 - >l,= 612.758.3099 FAX _._,j 5 rr V ♦\ - _ } a iso I xVj �,.� � www.alliant-Inc.com MND A � N �/ ♦ • �- t O ,_ ON 1 310.4 0• 0 } l / WL9 L 1 I i 1©.ts-P �°To I / I Jf // IcO ./o `T 1 f Q /' ; t .- 909.5 ' I!?o Z i I✓ ti CL 4 l / _ r CC 974 1 4\9/ \ \ \ � ... -,. - - -- -- - - -,: ,- � I U. STP I � ; ha 1 =� / G W J 2+'10 . ._ 0 i 1 00 I; I II ! ' =_ - - � Vi !'. I— i O�^00 1 Lj \ I �;� a _ m p0 g1g-y� -.`A `9{7,$ \ `i , I \ I ,,€ s._ f5yI ' Z ,. j i,YK - � y i -... (-- T2t5 � �. � _ - - -.. ` � _�� .._• 2 / i \ \ ,�., - 3 /- ' \ i' g ..7�/ `i `. �i � t• / (-- t __-__ . _ _ \ _...._ rn I '� \ _ 1 1 1� ( .� "> z Z LLJ w N / INFILTRATION BASIN ( \ '� �" ` - 1 3 ROCK WEEPER. e9 \/ �a �! / y _ \ I 9 :�.--'' �/21$3 � -_' ----• '_ \ .\. -'. --_ / BO OM EL 894 / _ice �% !r j / / � ', - 29."5 -- 920 - ----� yAl � I ! 2 v v / TT _ W �, _ _ r _ zlsz /2� - - l \ 2f3g - - SOP EL 895.80 / v \ Z,- / \ - �/P 918.3 1 A z W a s �,✓2/� `-_ ` �\ \�.-1\\ i +}tVJ 897.43 / _ \\\\ +/y oCO'�a.-„' \ _p9 6 // i7L.OP P1y� t CC Cr. O �__ �t / I I �I ' /ry6/ ) ��a /! 9 / o i ^ \ \ / �' l 1 ,i\0• 4 92 \ 1 I l / t LL. VRy. /OM1. t i - \ ` \ 4 _ _ ._ __ -.. / 1 / ` /. 6 1I�, _ a• r e; ?If E i'022 4�� i x �� \ + s, .- } j I h j j t �• l i '' 188' 2159 \ `o \ + / I hereby certify that this plan, \ 1 SEDIMENT a► _ - - ! ' I �- 1. 1 zf7o - - - _ specification, or report was FOREBAY 1 - _ - g ti�R . �{ �/ z6 �tib`Q 661 s22� .1 +O 2 0 i {� i 11 prepared y p y ap`' -.o-z - 7. _ \. 5 ♦ / '\J\ re orad b me or under m �j _ `��-�� 5 / �6 7 / / / �l + i 1 , 4 i - direct supervision and that I v I ♦� zns r- _ r; I� t `- _ _- � - � am a duly Licensed i U SE �NE 23 6 g� , A` y --26 _ I_ 6 ' 171 i v _ / I q T" ' r ♦ ` ; R _ —_..—_ F ..- -+- ' � 'L�. '� � �• -_ _ � �_ �_ I I / \ � �---� I � PROFESSIONAL ENGINEER under 2653 I I 2612 55 1 658- ¢ 1 , } ,1 j -_.. 6 i A 2 - J' - the laws of the State of 2ze6 s -s6sr r iI ( '' / MINNESOTA -- --- a y/ --- -- 2251 - (A / v vii j t } Ik Il/`� Al t —7 ' -2245 . a r ��S _ l /6' 1 � ! 1 i \ _.-_✓ .1 \�... .�Oi_ S)\ -� �� i 1 I �J \ / r i( 7 ._�� ---- u-( I+ MARK RAUSCH, PE / 2259 \ \ ' l i is r, ' \ \ j . ,� -� r / i ' G .Oz25z •`� TW 91 L 'W { \ \ \ 1 i W. / , i / I \ NQ` _ ♦ 1 _ _ / --t' tf ' r 2 s6BW 9T ! f \ ; I 08 t ' O,'. ! ( (� I \ 9� / �. _' ♦ �� i. \ l t 'l ' I / / Date License No. - / 11 1 % / 1 ! d I It�! _ / _ _ / } ._L.. s18' -! j� 1 9 o o i r / 7 v X ti ���- i ♦_ �i v / / �f i} 2243 / / / / ` { '� `\ I \ r ! �-. I � 2664 I'R \ % 1 11\ QUALITY ASSURANCE CONTROL 225 'O 225f .4 7 `, ti -\ \ \ .7 .10 ?` I `.,� �. "6` _,. I: 865 IN /\ ; pi S8. a' I Ir 2256 2253 02260 1 .,� + M / ./ - •!- L1 4 ET. �\ 1 \°�. BY DATE o - I 2640 ♦ l ,�26 ANO I W� Gf I1 t DTE ISSUE - - _ n 5 STY SU ---(D - 1� 2241 �Ta:, ,.. d- G } ..y�Q r _ — — — \ �Rp} �. ___ `/ : ; / - KJd-NAU , �, D• �`» %s Z \ > 'I \ 1' I I _ - _ _ . / 671 i � \ 9 `,' 1' :./ _ GRADING LEGEND: 02699 � ��+ r -z670 - 1 ` y f -l / G9 t �� y \ \I \ I rn I i \, ���v�� / (-_26 •2700 -Uar' j - i 668-.QIR $04 - —\ gqo`? \� .\ s R `\ I\ I\ - ur �!/0 6.9 OUTS T F e67 � �- '` - �✓ �� �' 26� 1 87i l }� ` / I 22 P� i\ /4vt I./.\ i L- "- = 22 3�►�N�.. _q23O` -_Uq-2T�NWVL0\- •7 1 'C E \�,m\�- /�� -�/� • ! ��,�?'._� A `\rJ \ ✓ ��!\7/ 5-�! ).-.s . ,7 'a y.-,�D •1� ` L�2J6�7.. 8\� S �676` \167 z--z6s0' 6 238 / �1 bb - - - y 2756 \, _ 2694 zzz4_� 223 � -2226 1695-- � K 2 z6726ff 10 oa 80 J/, 1 r�zz3z z '02 I Aa/239 22262W�E2SERV. C a1./om If 2237 pN� ry `VETLAND 2,,-, �I� t / ! / / 1YJ 795 Y I PROJECT 666.3 DESIGNED: GARAGE FLOOR ELEVATION RETAINING WALL ELL W NO: 215-0119 W HOUSE TE ■ • PROPOSED CATCH BASINS 11 SHEET LOWEST FLOOR ELEVATION 950.3 > > PROPOSED STORM SEWER 957 HIEAR OF PAD REAR ELEVATION - - - - - - - PROPOSED EASEMENT —1,89 -789 - - - EXISTING CONTOUR PROPERTY LINE 789 PROPOSED CONTOUR SETBACK LINE RA LOT LI NE x62.44 +96� PROPOSED SPOT ELEVATION _ _ RIGHT-OF-WAY WAY TW XXX BW XXX TOP OF WALL ELEVATION _ _ _ _ _ _ - TREE PROTECTION LIMITS BOTTOM OF WALL ELEVATION O WETLAND BUFFER MONUMENT �7-QO7 DIRECTION OF DRAINAGE r � EXISTING VEGETATION LIMITS IN WALK OUT 0 WETLAND BUFFER y EMERGENCY OVERFLOW ROUTING PROJECT TEAM DATA DESIGNED: MPR DRAWN: ELL PROJECT NO: 215-0119 11 SHEET 1 1 of 32 223 t NN 012474 3 22 0 V� -t- 2245-X\,., -71 A I I C'I I 0 P, 2s� (D )L go 0 a �P, f 923. 7 9 4.5 (D GONYEA ry 0. Do Cal IN ZP* -1 M HOMES & REMODELINGS "0, M C" 1000 BOONE AVE N, SUITE 400 GOLDEN VALLEY, MN 55427 Z ,• t \_1 g\ 00 F/� Z 10 , OFFICE: 763-432-4500 1$ 923 7-1 . r) If -,l �p I I � i -1 . \ , 1 0 q� , I , , -432-4501 I* NI A FAX: 763 a 0 25 50 100 1� <1 > 4 SCALE IN FEET r-2224 �(O Co \\N l" 2226-N. N`;i w�Oy J/ I I tl i `o '�b 411VAN 0 LV NN 0_1 FD ALLIANT Mv r OMEN (A ENGINEERING 2485-JIV, Vl,'A 9, LO 'N i10 AV OR 4%1 67 'Co 1 233 Park Ave S, Ste 300 )a CA, 11 M Minneapolis , MN 55415 00 612.758.3080 MAIN rn 612.758.3099 FAX PROTECT INFILTRATION AREA SEE' EROSION CONTROL PLAN FOR www.alliant-ino.com ADDITIONAL NOTES . T M c: 0 17—I. N z 0 > Z— 9Q7�2 y V 0 �i N\ _13:1 >. 0 %4 - AO 2 r, M z low 2706-, V J z 2707-, /N' 2708-1 LU J� 2710-, LO U) z < bb > F— _j 0 (n LLJ LA. U ) Z > .08*% < - z z LG F— = "Al < LLJ LLJ V) 5 V) 2739-, )4r 0 z LU 'y OD 0 Y Lr) < �•_lxo 0 = LL I�IL ' b 89 I hereby certify that this plan, P or report was N, "_A_ 40j(U.) ij prepared by me or under my IL T! direct supervision and that I lif-71 0, 7' NN 4 4or- - /J114 - am a duly Licensed PROFESSIONAL ENGINEER under F/0 the laws of the State of -4- 6 A,- ffj4 MINNESOTA L o, Tr t7l'-1 )0, NVl, Pit, -N�m P, MARK RAUSC 0\ NN NN v6 0 N% H, PE M 6 Date License No. ! i �, \ F-\2BQ'mfyY\. qt \ \�1\• TI i♦ oN 0 Olu .14 zP a > ;a QUALITY ASSURANCE/CONTROL 28415 N, r 40' A P 27 i4 By DATE -WL qvT� 1 V, tv-, , I . f . A0 DATE ISSUE In. Animn. LEGEND: D: \0 aA 2838- 0 FR N0 -2833 0 1i;Ilk V* I (P\ I i I i _Zol , " I � 1 GARAGE FLOOR ELEVATION RETAINING WALL \\ \ \ \ % Q # \ 1 2748 2825 HOUSE TYPE V\� Pl- 4 1 0 ma I 'x \ I I Nb 0 PROPOSED CATCH BASINS 16 NW91! 79- V LOWEST FLOOR ELEVATION U > PROPOSED STORM SEWER Aii \, \-, W."', I I I \ \ 8\ \ 0.3 ON 5C 9�5 M Ln 7. REM ELEVATION NN' k J99 W57 - - - - - PROPOSED EASEMENT N 4% 40 1 40 2840 - PROPERTY LINE \4 L-2794 ;Prs _789 EXISTING CONTOUR SETBACK LINE > _E; 0 NN\ �ot b N;44 - Z I M"M 789 PROPOSED CONTOUR . . . . . . 2670 M LOT LINE rn 0Vj"26! z 4 x62.44 -A PROPOSED SPOT ELEVATION 2680--/ RIGHT-OF-WAY 10 PROJECT TEAM DATA TW XXX TOP OF WALL ELEVATION IA - - - TREE PROTECTION LIMITS DESIGNED: MPR W, f q BW X BOTTOM OF WALL ELEVATION T I*— WL_ 0 WETLAND BUFFER MONUMENT -244 DRAWN: ELL Ik PROJECT NO: 215-0119 �2 007 DIRECTION OF DRAINAGE ry_yYEXISTING VEGETATION LIMITS \(D 14 aA W WALK OUT \N2,1 \6 \ — Ak ail It NN WETLAND BUFFER z EMERGENCY OVERFLOW ROUTING - - - - -- - 12 I 1P SHEET 12 of 32 960 J nov 960 a 960 HIM PT STA. 2+14.571 LOW" STA: 0+36.71 HIM PT STA- 0+25.MW PT STA: 1+56,9] HIGH PT eEN 927 LOW PT . 916.64 9.0+ MOI PT IBEN 915.41L016 PT EL". 910.83 PN STA:1+945] PN STA:0+9.09 950 95O_ PN ELEy 92&60 :.....__. PN ELLV:917,B0 :. 1+73.28 166.85 %:20.05 960 64`40.00 ''.. LYO116.9 LOW PT ELM 91&75 j H PT aEN M73.8 LYC: .87 LYG 7187 a 940 ^s n$ x w . 9s P 940 i g - I 950 940 OW 930 f P.,N, ELIM.92&6] O p ,m LOW PT STA: 201U7.00 ---STA_ .. -.- ------ p ....-.- . %:23.38%:20.16j i W K 1ZA LOW IPT STA: 78+90.00 REV . 92&00 LL (m IC10.44 LN7, 171.% HIM PT STA: 9+5®.37 LVO:90.00 LVC 60.]9 ' LOW PT STA, 9+15.00 '�, specification, or report was 9.20 LOW Pi STAB 5+69.13 me or under my HKpI PT STk 3115.00 and that I i\• STA ' 0+1&30 ` LOW PT ELEV. 897.52 PROFESSIONAL 9__20 i ELEV. 91622 m� 920 LOW PT ELEK 895.% c � WCN PT ELM 923:14 MARK RAUSCH, PE LOW PT REV.. 917.51 '.. 1005 940 : LOW PT ELEN 914.68 910 ! HIGH PT RM. 917.15 ( ...... 1 1&73x 910 PN SM -20+710D 910 -- - .-- ...... ---- 910 900. 8 \ PW STA:16+2&00 STA = 3 _... ._;_ .'.__-1 i i ..............__-----T -...-. I 890.. - PW: STA:11+80.00 I 1 ! I 890 PN STA:9+60.00 . 880 _...... PN STA5+50.00 PN STA:3+00.00 I I ! 950 950 ! .......-P.Si.. ElEN�7A5.....'"-" ! •--...__........ ! _.._........I-. ! ____�__-. ! b .->__ _.-. __. .. , PN. REV..$95.6 -__ 1 i _.-_ .. i.,....,.„ ............... : -...-.-.., Py. ElE3`BR6,76 ._...... ^' 870 '. PN ELEY.917.90 _. _. i ___._...._._. !.__ _____ ..__._.-.. PN ELEN 9146] -. _--. .. _ __ PN _,91775 _._.. ._____.. _____ - _-._- T..-- .-.i-..- ._.. _ _ ............... K 20.00 --A N m0 q K:20.00 T ! ! 1 K:20.00 ,.72X K:2&47 6 F K: 4015 920 00 { '..- LVC 130.001 _ : : ! 920 - LV4`750.00 5+54.78 i ! 1-N2220.62 LYL 90.00 '': 92146 ,! LVQ 9945 1 LMIHLOO ! 910 910 �.------- i -.- I--- - '---- _... ! 910 ! , 910. i 900 i I !__ i 900 s0 I ! I -- NP 890 ♦... T _.-. ! ! r 1 _._.__-.-_ 1 !_. _ ;.._........._ ! :. 890 ^^ m� _890 _-_.____ ._.............. N 880880 �s . ---8-90 -..... .._...------------- - 880 1 +O 880 t ------ i d m 870 _._ 870 870 o ---. i 940 940 + 870 ............. . ........... .. 870 ._---- t I 860 -.__... ...... .__. +m __ 1- ....-.....:._ _._._.. ,�,.. _---_ .............. n� N n5i o mm ...-..... q. ._.---- ,..-_.__._ i....- .-.........._ __-....__ mo n ^mS .. m ONiN qq +q +m , .-.. ---- -.-_----- ---- r ----... N N NN q }1 91 q s I m 930 '; :..... .----..__ - _-__. ........... .............. : I i .. __... ,.......__ .. __-- ... ._..._..._. J ,.-... _ �� ,,_ -. ....-...-.- .._... ..._ ........- ' - - - - .. i ---------- --..-- I - ._-- ' 930 � I 1 I '. i_ ��---- I 920 920 s : ... '- ---L- _. _. -.-... I >__ .... f ............. � ......_. ....-. .-... __ ____ i`. .-.. .--- --- ---._. ..___ G \ sto !!. !. I ! .' I tl1x � . �/ 910._ -1 - -- ..... - -- -- -.... _. _, . _, _ .. ............... -.... ___ .--- - ---. ----- ____. __-_- - , -- ---_- _ --_. I _900 I f J i 1 i ---- - -------� --- __ 900 890 : I ! o __. I ! i 880 i ! j ! ! ! I �-i� ! i L l- ' --- - -_-- --- I ( 8 80 870� i I I i ! I :I 870_. .. ' 860 ! 860 f N O1 K N d c ro ri N ri d Y m A�N, of hn d m o mON p p o m ,. p O� W m O,n q 0`q Nb mm P !2+00 21+00 20+00 19+00 18+00 17+00 16+00 15+00 14+00 13+W 12+UU 11+W IU+W 9+W 5+W 7+00 5+00 5+00 4+00 J+W 2+UU 1+UU U+W Road A - Profile Ybu J nov 960 a 960 HIM PT STA. 2+14.571 LOW" STA: 0+36.71 HIM PT STA- 0+25.MW PT STA: 1+56,9] HIGH PT eEN 927 LOW PT . 916.64 9.0+ MOI PT IBEN 915.41L016 PT EL". 910.83 PN STA:1+945] PN STA:0+9.09 950 95O_ PN ELEy 92&60 :.....__. PN ELLV:917,B0 :. 1+73.28 166.85 %:20.05 o 64`40.00 ''.. LYO116.9 LOW PT ELM 91&75 j H PT aEN M73.8 LYC: .87 LYG 7187 a 940 ^s n$ x w . 9s P 940 i g - I 950 940 OW 930 f P.,N, ELIM.92&6] O p ,m 930 .__... ---STA_ .. -.- ------ p ....-.- . %:23.38%:20.16j Ih 17.82 W K 1ZA IQ Lo REV . 92&00 LL (m IC10.44 LN7, 171.% E LVO:90.00 LVC 60.]9 ' LYC 140.79 specification, or report was 9.20 prepared by me or under my direct supervision and that I i\• STA ' 0+1&30 ` PROFESSIONAL 9__20 i ELEV. 91622 m� 920 1 c � 940 MARK RAUSCH, PE 1005 940 910 ...... 1&73x 910 - 910 -- - .-- ...... ---- 910 900. 8 \ 9 00 STA = 3 _... ._;_ .'.__-1 i i ..............__-----T -...-. I 890.. I.._....._ I 1 ! I 890 880 880 _...... i R7n 1 : ! 870 2+00 1+0o 0+00 Road B - Profile 0 50 100 200 SCALE IN FEET 960 J 51 960 a 960 960 HIM PT STA- 0+25.MW PT STA: 1+56,9] MOI PT IBEN 915.41L016 PT EL". 910.83 f\ 0 PN STA:O+ 5DO STA:1+20.00 PN _ M ! 950 HIGH PT STA. 1+73.28 PN Pj1.E'20.00 xN o K: 2O.D14.86 K:20A0 LOW PT ELM 91&75 j H PT aEN M73.8 LYC: .87 LYG 7187 a LL ^s n$ x w . PN STA:3+35.31 :. P 940 i g - I 950 940 OW PN IW..916.29 - PN ElEV.919.39 P.,N, ELIM.92&6] O .926.9 y 930 8 .. -.- ------ p ....-.- . %:23.38%:20.16j Ih 17.82 W K 1ZA IQ Lo a LL (m IC10.44 LN7, 171.% LVC:90.00 LVO:90.00 LVC 60.]9 ' LYC 140.79 specification, or report was 9.20 prepared by me or under my direct supervision and that I 920 PROFESSIONAL ENGINEER under the laws of the m� MINNESOTA 1 c � 940 MARK RAUSCH, PE 4. 940 910 ...... 910 - .._�. 940 8 ...; STA = 3 10.735 . , L\ EIEV.i 910.5 �7 ..._900 900--- ... 890890_ JL 880 930 880 , --'---- 870 : 1 ^' 870 860 • 860 / Y285 m- --A N m0 q q m T 0+00 1+00 2+00 Road C - Profile 960 J 51 a 960 960 f\ m _ M LOW PT STA: 3+68.71 : HIGH PT STA. 1+73.28 MOI PT STA: 1+74.60 o LOW PT ELM 91&75 j H PT aEN 92SJI ! a LL 950 ',.. Z �. PN STA:3+35.31 :. P STA::3+00.00 i g - I 950 ILo OW PN IW..916.29 - PN ElEV.919.39 P.,N, ELIM.92&6] O .926.9 y 950 01 J p ....-.- . %:23.38%:20.16j Ih 17.82 W K 1ZA IQ Lo a LL (m IC10.44 LN7, 171.% LVC:90.00 LVO:90.00 LVC 60.]9 ' LYC 140.79 specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed PROFESSIONAL ENGINEER under the laws of the m� MINNESOTA c 940 MARK RAUSCH, PE a 940 ...... .._�. 940 8 ...; 1... . , m930X6 �7 IS JL 930 , --'---- /" ^' , 930 / Y285 • ___. --A N ............. 920 ,.72X zsTS 6 F 920 ,5 10..7 _ 920 i STA . 5+54.78 920 92146 ,! 1 910 910 �.------- i -.- I--- - '---- _... ! 910 ! , 910. i 900 i I !__ i 900 I I ! I -- -- 890 I T _.-. ! ! r 1 _._.__-.-_ 1 !_. _ ;.._........._ . i. :. 890 , _890 _-_.____ ._.............. 880880 _.-..-......_ i . ---8-90 -..... .._...------------- - 880 1 ....._._.__._ 880 t ------ 870 _._ 870 870 __ ---. i -. _.._.._ __ : 870 ............. . ........... .. 870 ._---- t I 860 - -- .... 860 860 ! n� N n5i o mm N n� o nm n o mg m me, p mo n ^mS mT m ONiN qq q q� q 0� 5+00 4+00 3+00 2+00 1+00 O+OO Road D - Profile 960 J 51 a 960 f\ m _ M LOW PT $TA.- 4+51.81 - MGN PT STN 2+30.13 MOI PT STA: 1+74.60 o M LOW PTO. 917.76 H4H PT ELEN 927.45 XK3i PT nEY: 92&1] a LL 95O Z �. PN ST7.1+1513 PN STA:2+751 .1+ oC g a ILo OW PN IW..916.29 - FM E .926.49 P.,N, ELIM.92&6] O LLJ N y 950 01 J p ....-.- . %:23.38%:20.16j = Z W _............. IQ Lo a LL (m IC10.44 LN7, 171.% LVC:90.00 LVO:90.00 I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed PROFESSIONAL ENGINEER under the laws of the m� MINNESOTA 940 MARK RAUSCH, PE a +940 ...... .._�. 8 ...; . , m930X6 JL , ....... ^' 930 Y285 920 ,.72X 6 920 - 10..7 i STA . 5+54.78 < 92146 ,! 1 910 ' 1 ! 910 900900 , I i -- -- 890 i !.._......_ 1 ................. i + �- .. _}_.-..... 1 _._.__-.-_ 1 !_. _ ;.._........._ . i. :. 890 , I _-_.____ ._.............. 880880 i 1 ....._._.__._ i 870 870 - -- .... 860 ! m n o mg m me, p mo n ^mS + m$ N N NN q }1 91 q s 3+00 5+00 4+00 3+00 2+00 1+00 0+00 Road E - Profile GONYEA HOMES & REMODELINGS 1000 BOONE AVE N SUITE 400 GOLDEN VALLEY, MN 55427 OFFICE: 763-432-4500 FAX: 763-432-4501 ALLIANT ENGINEERING 233 Park Ave S, Ste 300 Minneapolis, MN 55415 612.758.3080 MAIN 612.758.3099 FAx www.alliant-inc.com J 51 GONYEA HOMES & REMODELINGS 1000 BOONE AVE N SUITE 400 GOLDEN VALLEY, MN 55427 OFFICE: 763-432-4500 FAX: 763-432-4501 ALLIANT ENGINEERING 233 Park Ave S, Ste 300 Minneapolis, MN 55415 612.758.3080 MAIN 612.758.3099 FAx www.alliant-inc.com Date License No. QUALITY ASSURANCE/CONTROL BY DATE DATE ISSUE PROJECT TEAM DATA DESIGNED: MPR DRAWN: ELL PROJECT NO: 215-0119 13 SHEET 13 Of 32 J a f\ m _ M LO o M O a LL U)W Z Z �. 0 oC g a ILo OW Z Z O LLJ N �_ Z 01 J p o = Z W a IQ Lo a LL (m L) a C7 I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed PROFESSIONAL ENGINEER under the laws of the State of MINNESOTA MARK RAUSCH, PE Date License No. QUALITY ASSURANCE/CONTROL BY DATE DATE ISSUE PROJECT TEAM DATA DESIGNED: MPR DRAWN: ELL PROJECT NO: 215-0119 13 SHEET 13 Of 32 E ! C sr f �a;T� w JXEiie alunoa�a 4 119 © ,Y' 8 •Q'iP U ice �>g Lake Sus - re Maar eh �.( iw` 4 � ♦ � � iii r"'r Ww p x rw 'le l��'a8 c � �P rvwu � Ie twXC X�c arrc U� S N.:IWI a IY F( 0 2056-- 1 2A64 /w '!= ..06 _'" R� "6\�• ® l� • 9 14 (,EIU Q\"666\�j_" .ex hlmr w,r y lon ecw®w aX ��ro?J yak 22010 7C E/ Y Rile W �p7ot lµ slaXelr.cr. w \ % \ p oao:xcem 2 i• 1 PROJECT ` OUTLOT A 2074-= N LOCATIO, sr. � WETLAND 1 u �`; � N .• � �A (10-214W) i T ,r I ® � a . ^ ° Pw crswave mry W � �� i •i 1 I � 1 1 "'M t .Y _ - 6 w.ue� 4 � Md" g �r d!� ., w - • . ��.ees )' ', I ¢ r t r i ----DND.... I• VICINITY MAP N j ;094 5" _ SCALE: V = 3000' yam,. v _ J 21,11V 4234 M' 4 xo� ExvsXl: W -,e 147. 3�S .- �, i m 6 � a O IIFILIM}UX BARNIt / ,\ F `J 167 �yN + � •i ...... i v ., .. may - b 11 �(,- i a 1 ' -"'•a 'r. 6 y.•t" itd / i'' \L r"" \ �r"> rr J ,'/ 1 {1 2162178 'moi► � '^ \ g • � � 'i r . e 2 249 ,�,� A d.� �, •�\�.. y_� � � !�_ -,,.Y- ___ f M 'T 2245 r J 0 50 100 200 1 SCALE IN FEET LEGEND: --- - ---799- - -- -- EXISTING CONTOUR 789 PROPOSED CONTOUR PROPOSED RETAINING WALL DIRECTION OF DRAINAGE PROPOSED CATCH BASINS --- } ---- >---- PROPOSED STORM SEWER - - - PROPOSED EASEMENT PROPERTY LINE SETBACK LINE LOT LINE RIGHT-OF-WAY EXISTING VEGETATION LIMITS (APPROX.) O EXISTING TREE TO REMAIN - - - - - - - TREE PROTECTION LIMITS � PRE M SF � PROPOSED SILT FENCE (PRE GRADING) � PST M SF � PROPOSED SILT FENCE (POST GRADING) L_1 INLET PROTECTION DND DO NOT DISTURB AREAS TEMPORARY DRAINAGE ROUTING DURING MASS GRADING ROCK CONSTRUCTION ENTRANCE r 1 24 J 1 2 •�. 260 _ _ � � 't r \ _o i 1 ivN . v v vv1 2225 szz32 •2s - 2239- \ry 4 POWETLFIN 144, 230 ,�/I : •1 R ' f .1,. c 2265 r i - 268 Zbd 227 277. 79 401 343 403 342 � / ♦ t :J �42�1J YRiE15� 1.�/'v`b Ll , (D4 ` . • 416 � ,. . 1 1 J`2412 7 : 39 T 4 , r If .4 It I .896 r ro '~� � :warnenoX e^niXz ' \ 92 l M ND4 918, 1 ; , •�r j'i!"l WETLAA`# f „ j r _ J Wr f•' 2706 2707 -- 2708 - WETLAND 4 707--2708-WETLAND4 \# 2710 %- o OUTLOT D ,�. rta x..a w wvsXv ca 41 I df4 CI _ XAO \ �S 2P640 (44'ET l1c. Y -2611 DND t 71! 899'1TY a 2670/ I .. IlJ3P : I /0=t" 3 Pyol 69 6 J 8 g vv 6717 t r DILIC I i 680".1 tt 2797 x795- j j JJ 757 • I 7'4e'°". 79 �9 76YC 7 789 , 816 7 2- 4 . '• - r 7 59 81�. 858((r,1�860 /� _ 2 261819 86 � ` ��, sd dr - 282 827 Y c . 7 6' ; ,� R826 OT E no 1& WETLAND4p 8832 _ 8446 / re..nat�uWur sne W 845 283433 �3@O/r// . yi q31 . lp841 � WETLAND 3 W `YO L_ , + r ' , t � rJl f f r r ; 1 I t t J r, r t Y rrl r s U f I 1 f • (� j Z STABILIZATION g ,I 1. _ � G, IT A i IYF � STRAW/HAY -- CURB LOG MAR ty iF MULCH BERM MnDOT TYPE 1 MULCH 3. I, J ti 1 r 7,, It Y 1 Y SEED MIX MnDOT CAT. 3 v i � lit \ , 1. MnDOT-100 1 1 tfr� t�� � s IYY 111 WIMCO (MnDOT TYPE A &,C) (OATS DAY STABILIZATION) Q 17335--� t e l Y I Y i �' F 2. INFRASAFE STORM DRAIN/CULVERT 2. MnDOT-150 (1 2 YEAR STABILIZATION) -150 ( 7336• TURF REINFORCEMENT MAT 3. I .• Y Q 4. DANDY BAG (MnDOT TYPE B) i , SEED MIX/STABILIZATION OR EQUAL-MNDOT CAT 6 M Z 1. MnDOT 270 (RESIDENTIAL TURF) N 1013 2. SOD GRADING ACTIVITY TEMPORARY HYDROMULCH L0 1. CONCRETE WASHOUT IS DONE BY //J' TRUCK WITH A MOBILE WASHOUT \JJ r ! EROSION CONTROL BLANKET SYSTEM PROVIDED AND COMPLETED a /W� N I BY THE CONCRETE CONTRACTOR. Q ELLLI c Q ROCK DRIVEWAY / ROCK PADS D (J�ir rn x O WN INLET PROTECTION DEVICES O c� a J O� rn OLL � PAVEMENT (DRIVEWAY/ROADS) rn U IL W I hereby certify that this plan, specification, or report was SOD by me or under my direct supervision and that I am a duly Licensed PROFESSIONAL , ENGINEER under STOCKPILES of the State of I MINNESOTA & MARK RAUSCH, PE L_ , + r ' , t � rJl f f r r ; 1 I t t J r, r t Y rrl r s U f I 1 f • (� j Z STABILIZATION BMP'S 1. _ 1 e I � G, 1. STRAW/HAY 2. CURB LOG MAR (LAND DEVELOPMENT) MULCH BERM MnDOT TYPE 1 MULCH 3. I, J ti 1 r 7,, It ^I Y SEED MIX MnDOT CAT. 3 INLET PROTECTION DEVICES 1. MnDOT-100 3. 1 tfr� t�� P=fit WIMCO (MnDOT TYPE A &,C) r t NOTE TO CONTRACTOR: THE MASS GRADING CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ALL EROSION AND SEDIMENT CONTROL BEST MANAGEMENT PRACTICES (BMPS) AS SHOWN IN THE RAHR PRESERVE MASS GRADING SWPPP (EXCEPT FOR POST GRADE BMPS NEEDED AFTER UTILITY CONSTRUCTION ACTIVITY). THE BMPS ARE TO BE INSTALLED AT A MINIMUM AS SHOWN IN THE PLAN, IF CONDITIONS ARISE, ADDITIONAL BMP SUPPLEMENTATION TO PREVENT SITE EROSION OR SEDIMENT TRANSPORTMAY BE NECESSARY. THE MASS GRADING CONTRACTOR IS RESPONSIBLE FOR ALL BMPS REQUIRED TO COMPLETE THE MASS GRADING ACTIVITIES AND SUBSEQUENT TEMPORARY SOIL STABILIZATION NECESSARY TO PREPARE SITE FOR STREET AND UTILITY CONSTRUCTION AND HOME BUILDING. AT THE COMPLETION OF MASS GRADING WORK AND SATISFACTORY SITE SOIL STABILIZATION, THE DEVELOPER AND MASS GRADING CONTRACTOR SHALL COORDINATE THE TRANSFER OF NPDES PERMIT RESPONSIBILITIES TO THE STREET AND UTILITY CONTRACTOR AND THE CITY. THE STREET AND UTILITY CONTRACTOR AND CITY WILL THEN ASSUME THE RESPONSIBILITY TO PROVIDE INSPECTION AND MAINTENANCE OF ANY IN-PLACE BMPS AS WELL AS INSTALL THE ADDITIONAL BMPS REQUIRED IN THE STREET AND UTILITY CONSTRUCTION DOCUMENT SWPPP. UPON COMPLETION OF STREET AND UTILITY CONSTRUCTION, THE STREET AND UTILITY CONTRACTOR SHALL REMOVE ANY BMPS INSTALLED DURING THE STREET AND UTILITY PHASE THAT ARE NO LONGER REQUIRED AND COORDINATE THE TRANSFER OF NPDES PERMIT RESPONSIBILITIES BACK TO THE DEVELOPER OR TERMINATE THE PORTION OF THE NPDES PERMIT TRANSFERRED TO THE CITY AND THEIR CONTRACTOR. EROSION CONTROL RESPONSIBLE PARTY: TBD GONYEA HOMES & REMODELING 1000 BOONE AVENUE NORTH, SUITE 400 GOLDEN VALLEY, MN 55427 CONTACT: BILL COFFMAN PH: 763-432-4500 EM: billcoffman®cbburnet.com CONSTRUCTION SEQUENCING: MASS GRADING PHASE: 1. INSTALL STABILIZED CONSTRUCTION ENTRANCES. 2. PREPARE TEMPORARY PARKING AND STORAGE AREA. 3. INSTALL THE PRE -GRADING SILT FENCES AND INLET PROTECTION BMPS ON THE SITE. 4. CONSTRUCT ALL PRE -GRADING EROSION AND SEDIMENTATION CONTROL BMPs. 5. COMPLETE MASS GRADING AND INSTALL TEMPORARY AND PERMANENT SEEDING AND PLANTING. 6. CONSTRUCT POST -GRADING SILT FENCE ON THE SITE. STREET & UTILITY PHASE: 1. INSTALL UTILITIES, UNDERDRAINS, STORM SEWERS, CURBS AND GUTTERS. 2. INSTALL RIP RAP AROUND OUTLET STRUCTURES. 3. INSTALL INLET PROTECTION AROUND ALL STORM SEWER STRUCTURES. 4. PREPARE SITE FOR PAVING. 5. PAVE SITE. 6. INSTALL INLET PROTECTION DEVICES. 7. INSTALL POST STREET AND UTILITY SILT FENCE. 8. REMOVE ALL TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES (ONLY IF SITE IS STABILIZED), IF REQUIRED BY THE CONTRACT SWPPP BMP QUANTITIES (PER PLAN): DISTURBED AREA 15.0 AC SILT FENCE 8,548 LF INLET PROTECTION 40 EA BIOROLL TBD W/ FINAL PLANS SEED/SOD POST GRADING AREA 20.5 AC NOTE: 1. SEE SHEET 17 FOR ALL EROSION AND SEDIMENT CONTROL NOTES AND DETAILS. SEDIMENT BARRIERS ANTI -TRACKING CONTROL STABILIZATION BMP'S 1. SILT FENCE (MnDOT 3886) 1. 2" CRUSHED CLEAR ROCK 1. STRAW/HAY 2. CURB LOG MAR (LAND DEVELOPMENT) MULCH BERM MnDOT TYPE 1 MULCH 3. ROCK WEEPER J 2. EROSION CONTROL BLANKET TEMPORARY SEED MIX MnDOT CAT. 3 INLET PROTECTION DEVICES 1. MnDOT-100 3. HYDROMULCH 1. WIMCO (MnDOT TYPE A &,C) (OATS DAY STABILIZATION) Q MnDOT TYPE 5 2. INFRASAFE STORM DRAIN/CULVERT 2. MnDOT-150 (1 2 YEAR STABILIZATION) -150 ( 4• TURF REINFORCEMENT MAT 3. SILT SACK (MnDOT TYPE A) U SC250 NORTH AMERICAN GREEN 4. DANDY BAG (MnDOT TYPE B) PERMANENT SEED MIX/STABILIZATION OR EQUAL-MNDOT CAT 6 M Z 1. MnDOT 270 (RESIDENTIAL TURF) N 2. SOD GRADING ACTIVITY TEMPORARY HYDROMULCH L0 1. CONCRETE WASHOUT IS DONE BY TRUCK WITH A MOBILE WASHOUT EROSION CONTROL BLANKET SYSTEM PROVIDED AND COMPLETED a /W� N BY THE CONCRETE CONTRACTOR. ACTIVE SWPPP SCHEDULE CONSTRUCTION SEQUENCE APR MAY JUN JUL AUG SEP OCT NOV DEC JAN FEB MAR APR MULCH BERM J FIBER ROLLS / MULCH SOCKS Q SILT FENCE O U ~ F- TEMPORARY MULCH COVER M Z N Lo �Wj TEMPORARY HYDROMULCH L0 J Cfl EROSION CONTROL BLANKET WO a /W� N Q ELLLI c Q ROCK DRIVEWAY / ROCK PADS D O WN INLET PROTECTION DEVICES O c� a J N OLL � PAVEMENT (DRIVEWAY/ROADS) rn U IL W I hereby certify that this plan, specification, or report was SOD by me or under my direct supervision and that I am a duly Licensed PROFESSIONAL ENGINEER under STOCKPILES of the State of MINNESOTA MARK RAUSCH, PE NOTE: CONTRACTOR, GENERAL CONTRACTOR OR SWPPP INSPECTOR TO COMPLETE TABLE AS GRADING PROGRESSES GONYEA HOMES & REMODELINGS 1000 BOONE AVE N, SUITE 400 GOLDEN VALLEY, MN 55427 OFFICE: 763-432-4500 FAX: 763-432-4501 ALLIANT ENGINEERING 233 Park Ave S, Ste 300 Minneapolis, MN 55415 612.758.3080 MAIN 612.758.3099 FAX www.alliant-inc.com TEAM DATA OG& MPR GONYEA HOMES & REMODELINGS 1000 BOONE AVE N, SUITE 400 GOLDEN VALLEY, MN 55427 OFFICE: 763-432-4500 FAX: 763-432-4501 ALLIANT ENGINEERING 233 Park Ave S, Ste 300 Minneapolis, MN 55415 612.758.3080 MAIN 612.758.3099 FAX www.alliant-inc.com Date License No. QUALITY ASSURANCE/CONTROL BY DATE DATE ISSUE PROJECT TEAM DATA DESIGNED: MPR Z ELL PROJECT NO: 215-0119 14 SHEET 14 of 32 CL J I� Q O U ~ F- M Z N Lo �Wj L0 J Cfl WO a /W� N Q ELLLI c Q z Q D O WN O c� a J N OLL � a rn U IL W I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed PROFESSIONAL ENGINEER under the laws of the State of MINNESOTA MARK RAUSCH, PE Date License No. QUALITY ASSURANCE/CONTROL BY DATE DATE ISSUE PROJECT TEAM DATA DESIGNED: MPR DRAWN: ELL PROJECT NO: 215-0119 14 SHEET 14 of 32 I i 1t}}tl;llrt f �t 1 N IIEi; Pi Ifa 7335--\ \ i I 73364, 0 25 50 100 a i .`✓ // 1 / j } ; } j / 1,,.+�-r r-2056 — EDM If -2053 'f r=2055 i ��„�� W�E b1ND , �i D N D� SCALE IN FEET ay, PER ^X ^^� ENV.SERV. Co i I j z t j I I i Iy,.,-•' .-- r �:;M� _ 2059 � . � 2o5Z _ -. -'-' �-- ..a y0�'. , I i� I . J- �r I ; j j x M' y ✓ r� _ _ `— \ EMERGENCY OVERFLOW a 266z` '- ; 7�'Sg . �o REINFORCE WITH 410 SF OF I T -2d54j %r3 -'.. rte' -. `SJ •. § 2ohL TURF REINFORCEMENT MAT X :ems 2 = \ �� PRE\ OW p3C� 44 \ ; ^ / • ` ,, QI l..- "- .s/ .`. s .,,. . \ 1 ` ,•` \ \ 357- \ `e. �� \ 049 4,4®� ..,..� 2015- / t ; / • 1/- 2"d3a--. ` ti 0 O - -<=2968. vv / ^yt • 1 (' t f x j - J ''� 5.. {/ t � / .- L ....7 �, SP` / iatk\a \ \\ � \ •\` --- l ,'- t 1 f / i r. �\ - ,, I i iI I 020gg ` }ti z. _ \ ._a / / mi \ PRE CONSTRUCTION f r j ! SILT FENCE (TYP) r- / / 4 t'270 ti yr/�,/ r -✓ 1 . 4 2073-_y 4 .\ wD \ / / i I J 2x74--cn I —� OUTLOT A • � I • �za \ �j , � n �' - I 0s �20� WETLAND 1 y I - I . r OND1110-214W 20 ! I I r7 y .1 L901 I WETLAND 4 PER K✓OLHA V. EN/ SERV. CO j,. 12079 J ! I I I I / / Loof -- �%I Ir .r 2000 POST CONSTRUCTION _ a �/ + I F t _ _t ! T I 1 I .� r ! / SILT FENCE (TYP) 1 - r208I - g4 { Q i / (� '1 _ I D /N�o �D /_ /f�i/'//-,"�_-.r.:�r�..I;l /'� / /./tQ��/ _�o1 jw,i�,.¢'s S�{-�f•� a/~-" yi =(�0 g $ \ r"�7 \/offz.2087/1 08o8 2085 x65 / jt i ,'r.I..r,,/.< . 2 { -., tii/�A�\` ���, �� . ��90 6 t' • 1.t�:�q/ 9_ q....i/�.`.e/ �T >�/®-1__III`--- /I/'~''i , ; / O/, 1- v �v ,- rtiI /- II- i�'-' 1-a].---!-�'♦.'*1\1 - 1 - --0 -\ V'- � ,--,--/�—t / Ld VIC ^ a 0INLET PROTECTION 09V (TYP) -71 da C ! 14— _\_914- 401 -\-914_ 401MNDOT INFILTRATION SEED MIX. SEE LANDSCAPE PLAN. TEMPORARY SEDIMENT BASIN 7 PROTECT DURING GRADINAREA (AS NECESSARY)- �a .? - 118 EMERGENCY OVERFLOW i_ REINFORCE WITH 640 SF OF2445-_~ fro 144-2135TURF REINFORCEMENM�A1 WETLAND - f -- I 1 -- _ - -- --1 - .i I 1 PER K✓OLHAUC ENV_2_RV. CO I 1 EDGE �`'=>� _� Eb�`• --- wra 'I If '/ / / / d 0 2154 r. f "546Y` _ • - _ _ _ - �. - �.._ > ` -� __ -- - J g9 � � t / / �`�� '� I r'r'�y" •r Y,/ ✓ \-. / -! I I {-_ - --.. I ' �'. � I ,.y i. I ^X2158--( •/ •/ r r✓i _ G. =`.� \- 8988 INFILTRAYION BASIN 1 1 / \ Y I / / / /! `moi' l r 1. 1 / / - \ r / I N. r ,„,•u.- " ` •i : / 2M13 `� _ - --. \� \ \ _ \ - •� / BOTTOM EL 215} J ' -- \ \ I O. 7�,. I • ! ` ` \ • a . �w9 0 Yr EL 895.80 1 IN \ 21 / / I1 - 41WL 897.43 / / r / _ \ \ M / '/ j / ✓ % / ,. �.',.- ^' r r ,,._ / 1 1 f )' ✓ I q' j I+ 1 i 045t e 1 \ f r I I I I \ I I I It r 920 1 r j / `dam • / 't \ \I \ `,\�� , I /_ _ \ I t / t PROPOSED 3 WIDE ROCK WEEPER- ® $g� TO RESTRICT WATER INTO / _ \ / ✓ k I 2^/ o 2247 ( 7< 1 / F, I s ztee� 2469 _— \ \ •� / r INFILTRATION BASIN UNTIL ¢ ; _" s/ r I 9 �o kkt ' - --.N�. I. I - i. 07fi0 _ •/ \ \ ✓ / ........ �. _- - \ \ r' I I I I -26 ,LB\9 ib\6I 922 t VEGETATION IS ESTABLISHED. - _ _ y_. I -\ ti r og P ! _ _ 0 %2,246.% .} _ .. I \ \-'`\ s T..'__ P ,U y , / - / • 2248 --\- %y6 1 � ' I 1 �.7 i �i Srt4 t:.l'�, 2 20 \ \ / / ♦ . - �-V 4 �I z 72 - -- znk r ; 0 \ b �F- 89q f / ✓- �, - \ o \ _ _ _ �.. - f'I I ` f !� per: 22413 i �' J r -- _ _ Y, �_ t_ ��_ � -` �' \ - ��5 ��s0. I � 1 -252 ._.._ _. 2653 i i 2612 2655 / I ,1 2658- L J i I ^• f O �T .- / r / n- � `� 3 '` r ti. .d / - J � C• i +I ` 0lvr2251 ! I \ -2245 r f 22,0 ..-.-2252 (T}-t.��,�-,'CJJ,'����yy,� ! g08(, f �1 A A\ V „ n .. .._. ,. .! . . . . . J { . I I f i f� __`.'l __ �4 T If a_ `J27158 f _ I \ \ I t'. 1 ! t / / 1 rr J \ \'r/ 9`L _ .i ! _% . .i - N D✓� x_, _ C- .'i.,. c'r \ / \ O -_ `_...i- } y + i / \ } t t f,, ` ' i In / ti - ` I . _ (� 2864 j \ W 2243 0 .- D \01 1, \; \ A� I u r 2645 f \ K -02242 / 02256 - — / -- \�~ �� I \�\ \ [\ a \ '/ JI \ / r\ /. ! l' / r/ t .4 I w 2254 �'� 225 �� t V A ' \ r \ `�, f ; 'r'- I r` / - 1 : +865 v _ / 0 r� 2260 0 :'� �` \ ! \ _ % t,i . / . - - - - z614,i-� - \ — O 2253 �.. 0 --._'/'^ _ _ ��� tX•-T� ET. 1p - 11 - J / \ t. ;_ - �• .� .,4 _- �'\ ~r\ i ''4 I .,ti .- .,�- l� _.,� 'µ 2640 ".,- _ ��(",284/7 -26 NO !P Go -Oh a� 6 l �— �\. _ I _ f 0 - ..'(". � TLA V� s x _2241 —1 ` , \� r - __ 7 I -_ • . • . X12941��.1�:p 1�0GEN �� ; , LEGEND: O — 1 C��TEMP. SED. BASIN `> ' ) i 1 r' i ( DN� ER KJOLNA > / - T y '°- \ - Vii^ �� / 2671 I / ! I t W/ PERF. RISER \'1" \ a i �,� l i ,( \ i �,.,_ �' - -J 1• - /- - 1 j - ` - - -789- - - - EXISTING CONTOUR PRE 5P' PROPOSED SILT FENCE (PRE GRADING) j_ 02899 \ / r-2670 / /j I I -"I - (AS NEEDED) \ I ♦ I \ \ 26 T ,ti l/'' / 789 PROPOSED CONTOUR \ / •tomes. t �. PST 5F PROPOSED SILT FENCE POST GRADING _- I ' 7l \ \ \ \ / - - y4 j " L \ I s' / ) / %Y PROPOSED RETAINING WALL I 2 t \3 lM- . \ - I• �: -./ ..- -^ "" L "-- 66 1 ' / • / // 1 \ \ \ - Z - - - ✓ - _ - DIRECTION OF DRAINAGE INLET PROTECTION OUT \ \ y , r �0. \ l\ \\\\ t }se7 3 _ __�7 np \ --�-�- r - 2se r/ ® PROPOSED CATCH BASINS DO NOT DISTURB L_ --- - 4 L >. \ I\ - r 2 P ,� r/ Z x_ \� , DND AREAS \ I \ ! -- , 69 yL -/,/-/\ 9 2238 `` - ' \ i , \ "'TTT / \ r / 914 \ \ \ ...... _ 2669= __ f / 0 f (' 1 sa,7 T U� �.�; r �, I - ... _ > ------ }-_----- PROPOSED STORM SEWER 110 ` , \\ -\ _ 0 `-L_ / 1 2681 0682 1j, �\ N \ 1 oL A i /\ �\ ` I !t — I % ziJIL 202-176 tb / y` \ } \ 11 — — — — — PROPOSED EASEMENT TEMPORARY DRAINAGE ROUTING \ ._ �I_/ I / t �\ \ I PROPERTY LINE DURING GRADING x r _'I e1 / F. 2678\ \ 6717 I — MASS a..2. / r / - / \\ \ / ""..—�_�..'~ I s/t t z ✓ si3 "' 2694 �.''� OO�f// i \ \.\I + 11 I eY SETBACK LINE - / 1 // / 28 \ \ / o l/ LOT LINE _ .. 2224- "-••' s ~\• _ , ' �'1 _" / / , i / 1 / — / / — I� ` I X45__ r / P f ROCK CONSTRUCTION ENTRANCE 22--j / y - I 9 1� 2232_ i �„ �\ 2225���ti / 1 r ' / ` '`, -T 1 - -'I \. i i -_ 2 .�_ I I rOi``/ / 1 2fiB L��r K!��]2680 11 - RIGHT-OF-WAY J `'--i 1 /""1t` { `>`~1/ ..,,_� -��•^ .i�, _i+-tI ,_...,...- vs„� jP I % "�� V . T. .. �}/' � II I"y . � t Et . ._`..,, p\_`• . y 'fs I r/ t7I / (^0 � EXISTING VEGETATION LIMITS (APPROX. ) 2239-x' 2234 I x2797'�-�OUTLOT C \4-2226 y- EXISTING TREE TO REMAIN WETLANpSERV. CO 2237 HAUG V KJOL R \ - - - - - - - TREE PROTECTION LIMITS "WETLAND 2 _ ;u __j It "x7957 N. -GUARD RAIL l � ! 11 E ji 1 I r 1 ' } 1 ' POND TO BE TEMPORARY 'SEDIMENT BASIN DURING 2 CONTRUCTION - ACCUMULATED SEDIMENT TO BE REMOVED PRIOR TO FINAL GRADING. THE POND SIDE SLOPES SHALL ,--BE STABILIZED WITHIN 7 DAYS FOLLOWING CONSTRUCTION. r 1, u � r I E + j1 1_ C1 ! TEMPORARY ROCK CONSTRUCTION ENTRANCE ,_(PER CHANHASSEN DETAIL) It I 0 � n + GONYEA HOMES & REMODELINGS 1000 BOONE AVE N, SUITE 400 GOLDEN VALLEY, MN 55427 OFFICE: 763-432-4500 FAX: 763-432-4501 ALLIANT ENGINEERING 233 Park Ave S, Ste 300 Minneapolis, MN 55415 612.758.3080 MAIN 612.758.3099 FAX www.alliant-inc.com 0 ( 1 11 0 1 0 01 GONYEA HOMES & REMODELINGS 1000 BOONE AVE N, SUITE 400 GOLDEN VALLEY, MN 55427 OFFICE: 763-432-4500 FAX: 763-432-4501 ALLIANT ENGINEERING 233 Park Ave S, Ste 300 Minneapolis, MN 55415 612.758.3080 MAIN 612.758.3099 FAX www.alliant-inc.com Date License No. QUALITY ASSURANCE/CONTROL BY DATE DATE ISSUE PROJECT TEAM DATA DESIGNED: MPR DRAWN: ELL PROJECT NO: 215-0119 15 SHEET 15 of 32 qZ J O ICC 0 ~a ~ U ^_ W Z M N W 457 C C_ 1J*) >F_ m OW a N V)W Q O_ Z Q Z Q 0 Z Z Z O a LI C O = J Fn Oz w O O U-) a oC CC LL O) U IL W I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed PROFESSIONAL ENGINEER under the laws of the State of MINNESOTA MARK RAUSCH, PE Date License No. QUALITY ASSURANCE/CONTROL BY DATE DATE ISSUE PROJECT TEAM DATA DESIGNED: MPR DRAWN: ELL PROJECT NO: 215-0119 15 SHEET 15 of 32 tIt {! f tt x f J 1( t 1t♦1 ( /r/ / i \ \ \ A\y \ \1\ \\ a 1 tt \ i\ is } 1 1 11 S 1 11 y 1 }I }tI I \I 1 \ \ i \ll /y t \1 / !. ,� y i ii 1 I( iaN N O f \\ } In_+ I N ff� / rfI f -- \ 1 iIf 1 IQ 2239 - If /* -SIk�.x._!0 N-22,71 01 If A/0N J:R:[t \.x --t-t t1 3 s74 -2478 el _I::I x I xLi ... x - t�! J x FJ \ -v/ x D (1\x 1- t •x- t- 1 t ij 1 -\1 1. \ A i' 1 } •\ I— —% — �� _— — — 9 8 270-3289- 54, t $72 — pj� j 2245-! i II . i r i + \•O\ { 4 i t \t il�\ •1 1; 1 ---L 1 i I / ' --� \ 1tN �,�1 �f �!°�1 IDN�`�� // N / N / • r d r fitl /�! _ t\y'� ° !1 l j II \ J 1}t �� \ ,t `(1 I i I 1! 1 \• 1 1 11 1 �i t \• i\ 1 i t/ i 1 / i �N ji v N o I L\ 0 r n t g / 1 % r ' 1• l .t 1 \ I /' l �' 0 ! - �`fAi ? I i ! 1 x A ;' .t � � \ } / ( ) I I t ! ' h~ m { �. gN aL ° f '1 i' �I t � \ �, � / j a a i i a t 01 .1 t "' yn,'. \ • Nv? { I:2 '�f { I ! 1 1 \C, t t•1 �. tt S.1 '•mN i ? }� yt / / i { .� N yob (N t T(� r- I.' .{ Ir S' gym+ (: \ : It / f0> l� I �N 1 ,,,rrr\ Yf `\ \J,.'.'�\' &`r`_2, ry I { f 1 1 t 1 'tl• 1 y. 1\ t ♦ 1 ---I- / _ r I a N N r 1 IV.,.'IN ! (V ?\ /��/ 1 Y N` \ \ t N \ J Ri , t• x 1 I I N N vC \\\\ \\.1 \ I1 . c I \ j �� :�---..-� v 'N L \n /r / 1�N {_ 8 % i •d p A'�� 1 v tV �'\q�\t'•\ • ' GONYEA i I { f ..� \?� \'\l\• } A m \ 1 I , J - .I+ , `*. $N"-4.. / �l Ty {. { rt' ) J Tim �f ,.. i I � V ' �ry .N A 1r �\ HOMES & REMODELINGS i ' i ( I i � y\. 1 \ . \t`1 } 1 \ 1 \ \ �S i �! :F '• 1 \ \ n � / l\ r I' rl t• 17. 1 � c� Q' i `\�\ \ m, .- �� �. , M .\' t I i t i• j 11 c a C 1 / 1 \ �= m +may -�--' ' 0. e� b�- t 1 1000 BOONE AVE N, SUITE 400 \: ' . z�� 9 ! Dp I I \ tt -fid_ - - - j ` GOLDEN VALLEY, MN 55427 Z ► \ \ ��'\ I l i I j 1 £ \\ \•\ } 1 1\ \ . !'_ `" l 0 1, I o \ N O I ' I q ( � ',3' m � � I ,p, •�zus ti \ \E' OFFICE: 763-432-4500 1 { i r t { 1 ' o � \ '�\ 1 _ \ \ � � i\ f 1 t ;�• -a._. � — - � \ M � t, ?: � [1 t t Ii t t ti Il t i 1i1l 7 1i /;! / !i tt ii ! �\\.1\a�t\\0tt \\\A\\\y\\\\A\�1\vA,Ad �Vv v �•., e\i\I1 \/ t� — l - -1. �\ �L�--yyy_ t ., r `A\ �\ i• FAX. 763-432-4501jr-222 5o0 25 50 100 N P 1 ------- O SCALE IN FEET \Z9 p-2221. ! z2zs It !tea � I` \ \ "' >r \ •\ •z223=" / rJJ•/ft If Jf / -,• • J / !• 2484- / l \ \ \ \ aC Y - j ` \ -- I / t / / . \\ ` J r I ~ \ \ 1 \. �l ` \ -\ ` \ t l - X I /�' _ 1�r / r r' ALLIANT per,_ µ "�..,.. \ /I :\ 'i ' I 'MI /.i / /. i. ENGINEERING r \v \\ �\ 1 1 t r l \\\ v '� •� \ v� 1 1 %, t 8- i r r y / —� -, °�r r t •s r r { I 233 Park Ave S Ste 300 ! / l I I \•\ \� \\\ti \ \0. / G � r° / I \ 1 \�� '/ \ \, }\ \ \ Jr s" �"�l i - / / / t \ i , Minneapolis, MN 55415 yx/ 92 ;ir a\\ f /` \ \ It /1 f/0. 1 ' 612.758.3080 MAIN t I ` \ ��-�\ \ / -a } { \ \ y \ / \ \i \ ✓ i \ 1 f t _ t . ''' 612.758.3099 FAX �7.9Ia � \ 1 / Olr r / \ I, m rill V92 www.alliant-inc.com PROTECT DURING \ t N /_ / / \ \ i a� I1'I GRADING \\'\ \' - ` t�tl/f� / \ \ �\ 9 \ ,, t- N X m a \ \. \ \ - _ _.. _ , T\Z�7 r \ .y/r X \/ Q 1 ? _$9 o I ( JII / / \ -1 i\ ,''rza \ m ;7 W _°' l PROPOSED 3' WIDE ROCK WEEPER/r Q I : _ `� 7 TO RESTRICT WATER INTO \ 8 \ \ \ \ \ \ J /_ ! / / -t Z X__' INFILTRATION BASIN UNTIL q r / m `1, q D \ I 1 \._ 'I S ESTABLISHED. N \ % \ \ / ' ~ /rp I / j S i J 1' 00 ' i VEGETATION I ; \ \ / / \ ° l r! i'' I \ i 1 /-91 ' 9gg z I V I r ' ` I'll �- -- - A A \ > i ,� � l , `\�f r ! 1 V t �` �''`im r �jm POST CONSTRUCT] CIONMNDOT INFILTRATION SEED MIXT In In 9 4 - _ n1 = SEE LANDSCAPE PLAN. SILT FENCE (TYP) WZ J t - �03 .1T; , fq �L c, IY w 1 \I i - --' --- i 1 - !) I 1 "t \ / i , / / /°°'�i _ J .-J- -1 _ m \ " S � y PRE CONSTRUCTION 2706- y o z SILT FENCE (TYP) ` i' —1 — — — — J I o \" 1\ t • v 896 \ -� \ _70 r 22708--1 ' \ TEMPORARY SEDIMENT BASIN TM \ *t ` yly AREA (AS NECESSARYM 2ji 0;0 A \ \ L O v m p sAW v v 2710-� ' f !� r } � � mD LU i N A C ! I t N uu� t lA C /. / /ter ? INLET PROTECTION \ I \: `�' 9z \y��'MI y` ....� ---t' _ J li \/ DZ / /\ DD O LU \ 2 y \ \ \ \ I \ W c _ / V1 1 y, y y U) Cn =j N W O. ti r x Z . \!✓ ° t 1\ 1 -w -\ i w` 1 m r O 1 Z Z 0 gM N( / 1 I - \" \_ . ff \ //I — Z \i - ' CL � ,,%.-� _.. � �/ _ \ .;' _" ! -, / / � \ \\\I O � ,, ,ql 1/ 1, r� s`\y // l /- 't •\ .\-- /,_,�� \ I 'I' \ O Q J i I /LLI V1 2739- ;'r N -:`'J • _ --"" / ' s %/ iG \ f � �/ O Z W _ =- - l r / / \ Y. ! D , 894 I \ \ �v ��\/ / ` ` i .•""� \ rn t iw ! \ \ \ \ ,t( O Ii}/ ""\. "� _I - /r /t .-J y` ` \' \ � O a)ii W -'-�" \ - _ l / / ° / - a ^}� ( - 1 \ \ �d 36 2s%> \ \ f \noz �' - t \, if _ _ I hereby certify that this plan, / C?� \ \y N \ m\ I \N n�` ?l<t ` \ sPecaredflbn'me oor sundeort rm -27ao 89 —/ �" _ \ n \ \ I \ \ \ 'c' 4 r / J�. / / `-'..� } \ / 1 1 / t \ prepared Y Y r- \ \ / \ \ / \ \ I \ \ \ \ \ ;-268 \ 1k i 1 /I I� 1 �I 1 1\ \ \ direct supervision and that I am a duly Lensed PROFESSIONAL ENGINEER under �`' R� t ---L / / /,, •r °� l \ �' \ - ~'ice. \ L`' l- \�.-� ,m �` L� \ \ \ \ 1 i 1 1 1 \ \ the laws of the State of t f I t \ MINNESOTA -- ! I , ,. -' ...• .yr .. - -=a-m �, . -6� �- - n� -275 l/'(�f t• WL/ i r \, 1 J ✓ ! r f j „\ ' \ \ \ N `c. .,Fp \-r. \ s/,� N. !L n i l �i / i ti • ,.. __., -. t- \ \ '� '` \ N\ \ . ` \4\ 4-- � � � < Y Wt ? ;, \ \ 1 \ °;t MARK RAUSCH, PE \ i it F1;' \\ I LEGEND: --- -- 789- - - - EXISTING CONTOUR LOGO PROPOSED CONTOUR PROPOSED RETAINING WALL �`fAi ? I i ! 1 x A ;' .t � � \ } / ( ) I I t ! ' h~ m { �. gN aL ° f '1 i' �I t � \ �, � / j a a i i a t 01 .1 t "' yn,'. \ • Nv? { I:2 '�f { I ! 1 1 \C, t t•1 �. tt S.1 '•mN i ? }� yt / / i { .� N yob (N t T(� r- I.' .{ Ir S' gym+ (: \ : It / f0> l� I �N 1 ,,,rrr\ Yf `\ \J,.'.'�\' &`r`_2, ry I { f 1 1 t 1 'tl• 1 y. 1\ t ♦ 1 ---I- / _ r I a N N r 1 IV.,.'IN ! (V ?\ /��/ 1 Y N` \ \ t N \ J Ri , t• x 1 I I N N vC \\\\ \\.1 \ I1 . c I \ j �� :�---..-� v 'N L \n /r / 1�N {_ 8 % i •d p A'�� 1 v tV �'\q�\t'•\ • ' GONYEA i I { f ..� \?� \'\l\• } A m \ 1 I , J - .I+ , `*. $N"-4.. / �l Ty {. { rt' ) J Tim �f ,.. i I � V ' �ry .N A 1r �\ HOMES & REMODELINGS i ' i ( I i � y\. 1 \ . \t`1 } 1 \ 1 \ \ �S i �! :F '• 1 \ \ n � / l\ r I' rl t• 17. 1 � c� Q' i `\�\ \ m, .- �� �. , M .\' t I i t i• j 11 c a C 1 / 1 \ �= m +may -�--' ' 0. e� b�- t 1 1000 BOONE AVE N, SUITE 400 \: ' . z�� 9 ! Dp I I \ tt -fid_ - - - j ` GOLDEN VALLEY, MN 55427 Z ► \ \ ��'\ I l i I j 1 £ \\ \•\ } 1 1\ \ . !'_ `" l 0 1, I o \ N O I ' I q ( � ',3' m � � I ,p, •�zus ti \ \E' OFFICE: 763-432-4500 1 { i r t { 1 ' o � \ '�\ 1 _ \ \ � � i\ f 1 t ;�• -a._. � — - � \ M � t, ?: � [1 t t Ii t t ti Il t i 1i1l 7 1i /;! / !i tt ii ! �\\.1\a�t\\0tt \\\A\\\y\\\\A\�1\vA,Ad �Vv v �•., e\i\I1 \/ t� — l - -1. �\ �L�--yyy_ t ., r `A\ �\ i• FAX. 763-432-4501jr-222 5o0 25 50 100 N P 1 ------- O SCALE IN FEET \Z9 p-2221. ! z2zs It !tea � I` \ \ "' >r \ •\ •z223=" / rJJ•/ft If Jf / -,• • J / !• 2484- / l \ \ \ \ aC Y - j ` \ -- I / t / / . \\ ` J r I ~ \ \ 1 \. �l ` \ -\ ` \ t l - X I /�' _ 1�r / r r' ALLIANT per,_ µ "�..,.. \ /I :\ 'i ' I 'MI /.i / /. i. ENGINEERING r \v \\ �\ 1 1 t r l \\\ v '� •� \ v� 1 1 %, t 8- i r r y / —� -, °�r r t •s r r { I 233 Park Ave S Ste 300 ! / l I I \•\ \� \\\ti \ \0. / G � r° / I \ 1 \�� '/ \ \, }\ \ \ Jr s" �"�l i - / / / t \ i , Minneapolis, MN 55415 yx/ 92 ;ir a\\ f /` \ \ It /1 f/0. 1 ' 612.758.3080 MAIN t I ` \ ��-�\ \ / -a } { \ \ y \ / \ \i \ ✓ i \ 1 f t _ t . ''' 612.758.3099 FAX �7.9Ia � \ 1 / Olr r / \ I, m rill V92 www.alliant-inc.com PROTECT DURING \ t N /_ / / \ \ i a� I1'I GRADING \\'\ \' - ` t�tl/f� / \ \ �\ 9 \ ,, t- N X m a \ \. \ \ - _ _.. _ , T\Z�7 r \ .y/r X \/ Q 1 ? _$9 o I ( JII / / \ -1 i\ ,''rza \ m ;7 W _°' l PROPOSED 3' WIDE ROCK WEEPER/r Q I : _ `� 7 TO RESTRICT WATER INTO \ 8 \ \ \ \ \ \ J /_ ! / / -t Z X__' INFILTRATION BASIN UNTIL q r / m `1, q D \ I 1 \._ 'I S ESTABLISHED. N \ % \ \ / ' ~ /rp I / j S i J 1' 00 ' i VEGETATION I ; \ \ / / \ ° l r! i'' I \ i 1 /-91 ' 9gg z I V I r ' ` I'll �- -- - A A \ > i ,� � l , `\�f r ! 1 V t �` �''`im r �jm POST CONSTRUCT] CIONMNDOT INFILTRATION SEED MIXT In In 9 4 - _ n1 = SEE LANDSCAPE PLAN. SILT FENCE (TYP) WZ J t - �03 .1T; , fq �L c, IY w 1 \I i - --' --- i 1 - !) I 1 "t \ / i , / / /°°'�i _ J .-J- -1 _ m \ " S � y PRE CONSTRUCTION 2706- y o z SILT FENCE (TYP) ` i' —1 — — — — J I o \" 1\ t • v 896 \ -� \ _70 r 22708--1 ' \ TEMPORARY SEDIMENT BASIN TM \ *t ` yly AREA (AS NECESSARYM 2ji 0;0 A \ \ L O v m p sAW v v 2710-� ' f !� r } � � mD LU i N A C ! I t N uu� t lA C /. / /ter ? INLET PROTECTION \ I \: `�' 9z \y��'MI y` ....� ---t' _ J li \/ DZ / /\ DD O LU \ 2 y \ \ \ \ I \ W c _ / V1 1 y, y y U) Cn =j N W O. ti r x Z . \!✓ ° t 1\ 1 -w -\ i w` 1 m r O 1 Z Z 0 gM N( / 1 I - \" \_ . ff \ //I — Z \i - ' CL � ,,%.-� _.. � �/ _ \ .;' _" ! -, / / � \ \\\I O � ,, ,ql 1/ 1, r� s`\y // l /- 't •\ .\-- /,_,�� \ I 'I' \ O Q J i I /LLI V1 2739- ;'r N -:`'J • _ --"" / ' s %/ iG \ f � �/ O Z W _ =- - l r / / \ Y. ! D , 894 I \ \ �v ��\/ / ` ` i .•""� \ rn t iw ! \ \ \ \ ,t( O Ii}/ ""\. "� _I - /r /t .-J y` ` \' \ � O a)ii W -'-�" \ - _ l / / ° / - a ^}� ( - 1 \ \ �d 36 2s%> \ \ f \noz �' - t \, if _ _ I hereby certify that this plan, / C?� \ \y N \ m\ I \N n�` ?l<t ` \ sPecaredflbn'me oor sundeort rm -27ao 89 —/ �" _ \ n \ \ I \ \ \ 'c' 4 r / J�. / / `-'..� } \ / 1 1 / t \ prepared Y Y r- \ \ / \ \ / \ \ I \ \ \ \ \ ;-268 \ 1k i 1 /I I� 1 �I 1 1\ \ \ direct supervision and that I am a duly Lensed PROFESSIONAL ENGINEER under �`' R� t ---L / / /,, •r °� l \ �' \ - ~'ice. \ L`' l- \�.-� ,m �` L� \ \ \ \ 1 i 1 1 1 \ \ the laws of the State of t f I t \ MINNESOTA -- ! I , ,. -' ...• .yr .. - -=a-m �, . -6� �- - n� -275 l/'(�f t• WL/ i r \, 1 J ✓ ! r f j „\ ' \ \ \ N `c. .,Fp \-r. \ s/,� N. !L n i l �i / i ti • ,.. __., -. t- \ \ '� '` \ N\ \ . ` \4\ 4-- � � � < Y Wt ? ;, \ \ 1 \ °;t MARK RAUSCH, PE \ i it F1;' \\ I LEGEND: --- -- 789- - - - EXISTING CONTOUR 789 PROPOSED CONTOUR PROPOSED RETAINING WALL DIRECTION OF DRAINAGE * PROPOSED CATCH BASINS -- } > ------ PROPOSED STORM SEWER - - - - - PROPOSED EASEMENT - PROPERTY UNE SETBACK LINE LOT LINE - - RIGHT-OF-WAY �?. EXISTING VEGETATION LIMITS (APPROX.) O Q EXISTING TREE TO REMAIN - - - - - - - TREE PROTECTION LIMITS ~� gN • \ \ \ } \ \ I I t ('�` t\r 2�m i ® n 0 7, Y\lI r t/ �� \ \ 1 1 Date License No. r N \ � • .•� -W 'C1 \ 1 1 } \ i t 4 •f'1 N i � J 1 \ t i f i\' QUALITY ASSURANCE CONTROL D \ K1� \ \ \ \N \ t } 1 1 { ! t 1 1 1 /% i \ (� �}\I' N \ y t' t z •'`., z646. \., \``� N �` \ \ \I# �I it f I I INI �}�\�• !• /(\ i \ (.! \ / r 271-- i V' i t \ W�% 1� BY DATE �. 7 2� e t 0 1 }. t t r (.•j, b1, A p \ I \ I f tDATE ISSUE 2676-, °' m N ''' '\ \� \ \ ,bm� \ n j I \ } i 1 N 1. t , t ' .1n / >% \ •.I 'l' \' q, 2838- N N n L-2833 \ \. • \ . \ \ \ \ t N ` ♦ i 1 t 1 1 1 t".w 7 I _,.1 \ N moi' t . f I,.�.... , `� ✓ PRE SF m \\ \ t 1 �r27 e /(� S 1 4 ,.� I -T l i t .. •'' a, }-z6i 1, t \,.. ti/• .\ f i r I +, 4 S y PROPOSED SILT FENCE (PRE GRADING) N 0 N �{yir_zaz5 \\ \ \ \\ \ °) µ 1\ \ . \ ♦ \ ! °o Q 1 \ ! I N ; \ \ o { \ 2679- W /1 t i \ . 00 \ 1 \ � PST= SF � PROPOSED SILT FENCE (POST GRADING) m 0 \ \ \\ \gym Vol \ \ ( d `f C O\ 49 Z \ FS I 1 t 1\\ C� i} 0 i4 N� ,\ r \t, \ N \ \� } I I 1 I \ 1 \ \ \\ 'S \ /� INLET PROTECTION < I11 0 °O N N \ Q d g \ \ y „ I i \ ! \ 1 \ `\" n N C 2840- L-279-4/ 2644- r \ \ \ D N D DO NOT DISTURB AREAS t D y 0 OD z \ \ \ \ t } I "N %C 1 j A N m \ i t' \� t 1 l\ t 1 t 0 I l \ + y l� �\ I t 2 4• i >`^ \• , \ �` �. } gZ " H N m \ N , \ \, t(yj,,J t 1 3\. I +� t } \ wa \ \ 0\1\ A r 2`oagv,`_2670 c�D M L ^ ' i'i'i m N \ \ ' `� \ } t 1 H '- 1 \ \ / 0 a� 1 2 r I • ti. \... \ - O N \ 'i \ t } t \ > A N \ \ t A { . \O } I \ t l �y 2680- a TEMPORARY DRAINAGE ROUTING n� \` ' ` \ \t PROJECT TEAM DATA DURING MASS GRADING \ a \ N\ t \\\ \}\ } n\\ \ \ \ nJ \ OI \ 2869<� �\ \ \ DESIGNED: MPR \\ S \ N \ N t 1 \ \ \ \ I \! Q Ya I-� // \ \ ' '� ROCK CONSTRUCTION ENTRANCE }�ONA @ .N y¢l✓"qmgg A m \ \ \ \\ n n \ \ o \ ^ \n y t \ / \ �10"/ N- l- e �• s DRAWN: ELL PROJECT NO: 215-0119 WIXI \. ` .– .._ -... __ ,i ..... I , 16 i // N r I t l i\ 1\ i I. f V A l �►� I SHEET 16 of 32 5 FT. MIN. LENGTH STEEL POST 5 FT. MIN. LENGTH STEEL POST AT 6 FT. MAX. SPACING -,AT 6 F1'. MAX. SPACING GEQTEXTILE FABRIC 36.. WIDE FABRIC PLASTIC ZIP TIES 36' WIDE 36" WIDE PLASTIC ZIP TIES (50 L9. TENSILE) (50 Le. TENSILE) If", ANCHORAGE LOCATED IN TOP 8" TRENCH.BACKFILL TIRE COMPACTION ZONE LOCATED IN TOP B" WITH TAMPED NATURAL SOIL Z FLOW FLOW6"MIN. FLOW FLOW f- �.. w 0 z m 6"MIN. Og 3m MACHINE SLICE B' - 12" DEPTH ow N0 SILT FENCE, MACHINE SLICED @@ 2 SILT FENCE, HEAVY DUTY 1 2 5 FT. MIN. LENGTH STEEL POST GEOTEXTILE FABRIC AT 6 FT. MAX. SPACING 36" WIDE STAPLES FABRIC ANCHORAGE TRENCH, BACKFILL WITH TAMPED NATURAL SOIL o z FLOW UD Z SILT FENCE TO BE PLACED �m 6'1 MN CONTOUR. SEE SLOPE/GRADE DO -1 AND LENGTH CRITERIA BELOW pw IN. SILT FENCE, PREASSEMBLED 1 2 , } q,\ �C�fyf�I�UF� SILT 6DNUle�l1 FENCE REVISED: 3-12 ENGINEERING DEPARTMENT PLATE "D'` 5300 FILE NAME G: \EN13\SPECS\5300 EROSION CONTROL GENERAL NOTES: 1G R 1"-2" CLEAN CRUSHED ROCK •R " • 0 • D " • •CHIPSrr 5; 'wp 18" MINIMUM CUT OFF BERM TO MINIMIZE RUNOFF FROM SITE FILTER FABRIC NOTE: FILTER FABRIC SHALL BE PLACED UNDER ROCK TO STOP MUD MIGRATION THROUGH ROCK. aff OF ROCK CONSTRUCTION bIIML0Lww� ENTRANCE REVISED: 1-10 ENGINEERING DEPARTMENT PLATE NO 5,301 FILE NAME: 0:\ENG SPECS 5301 1. NO LAND DISTURBING ACTIVITY SHALL OCCUR UNTIL A GRADING PERMIT HAS BEEN ISSUED FROM THE CITY OF CHANHASSEN AND THE WATERSHED DISTRICT. 2. BEST MANAGEMENT PRACTICES (BMP'S) REFER TO EROSION AND SEDIMENT CONTROL PRACTICES DEFINED IN THE MPCA PROTECTING WATER QUALITY IN URBAN AREAS AND THE MINNESOTA CONSTRUCTION SITE EROSION AND SEDIMENT CONTROL PLANNING HANDBOOK. 3. ALL BMP'S SELECTED SHALL BE APPROPRIATE FOR THE TIME OF YEAR, SITE CONDITIONS, AND ESTIMATED DURATION OF USE. 4. ALL WORK AND MATERIALS SHALL BE CONSTRUCTED ACCORDING TO THE APPROVED PLANS. ANY DEVIATION FROM THE APPROVED PLANS SHALL REQUIRE WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 5. A COPY OF THESE PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 6. THE BOUNDARIES OF THE LAND DISTURBANCE LIMITS SHOWN ON THE PLANS SHALL BE CLEARLY FLAGGED IN THE FIELD PRIOR TO CONSTRUCTION. NO DISTURBANCE BEYOND THE DISTURBED LIMITS. 7. WHEREVER POSSIBLE, PRESERVE THE EXISTING TREES, GRASS AND OTHER VEGETATIVE COVER TO HELP FILTER RUNOFF. 8. ESTABLISH A PERMANENT VEGETATIVE COVER ON ALL EXPOSED SOILS WHERE LAND IS COMING OUT OF AGRICULTURAL PRODUCTION. PLANT AS SOON AS POSSIBLE TO ESTABLISH DENSE GRASS FILTER PRIOR TO CONSTRUCTION AND TO MINIMIZE WEED GROWTH. 9. ALL TREES NOT LISTED FOR REMOVAL SHALL BE PROTECTED. DO NOT OPERATE EQUIPMENT WITHIN THE DRIPLINE, ROOT ZONES OR WITHIN TREE PROTECTION FENCE AREAS. 10. ALL EROSION AND SEDIMENT CONTROL FACILITIES (BMP'S) SHALL BE INSTALLED AND IN OPERATION PRIOR TO LAND DISTURBANCE ACTIVITIES AND THEY SHALL BE SATISFACTORILY MAINTAINED UNTIL CONSTRUCTION IS COMPLETED AND THE POTENTIAL FOR EROSION HAS PASSED. 11. SILT FENCE IS REQUIRED AT DOWN GRADIENT PERIMETER OF DISTURBED AREAS AND STOCKPILES. PROTECT WETLANDS, WATERCOURSES AND ADJACENT PROPERTIES FROM SEDIMENTATION AND STORMWATER RUNOFF. 12. THE BMP'S SHOWN ON THE PLANS ARE THE MINIMUM REQUIREMENTS FOR THE ANTICIPATED SITE CONDITIONS. AS CONSTRUCTION PROGRESSES AND UNEXPECTED OR SEASONAL CONDITIONS DICTATE, THE PERMITTEE/CONTRACTOR SHALL ANTICIPATE THAT MORE BMP'S WILL BE NECESSARY TO ENSURE EROSION AND SEDIMENT CONTROL ON THE SITE. DURING THE COURSE OF CONSTRUCTION, IT IS THE RESPONSIBILITY OF THE PERMITTEE/CONTRACTOR TO ADDRESS ANY NEW CONDITIONS THAT MAY BE CREATED BY CONSTRUCTION ACTIVITIES AND/OR CLIMATIC EVENTS AND TO PROVIDE ADDITIONAL BMP'S OVER AND ABOVE THE MINIMUM REQUIREMENTS SHOWN ON THE PLANS, AS MAY BE NEEDED TO PROVIDE EFFECTIVE PROTECTION OF WATER AND SOIL RESOURCES. 13. THE BMP'S SHALL BE INSPECTED DAILY BY THE PERMFITEE/CONTRACTOR AND MAINTAINED AS NECESSARY TO ENSURE THEIR CONTINUED FUNCTIONING. SILT FENCES CLEANED OR REPLACED AT SEDIMENT BUILDUP OF 1/3 OF THE FENCE HEIGHT. 14. LAND DISTURBING ACTIVITIES SHALL OCCUR IN INCREMENTS OF WORKABLE SIZE SUCH THAT ADEQUATE BMP CONTROL CAN BE PROVIDED THROUGHOUT ALL PHASES OF CONSTRUCTION. THE SMALLEST PRACTICAL AREA SHALL BE EXPOSED OR OTHERWISE DISTURBED AT ANY ONE TIME. 15. OPERATE TRACK EQUIPMENT (DOZER) UP AND DOWN EXPOSED SOIL SLOPES ON FINAL PASS, LEAVING TRACK GROOVES PERPENDICULAR TO THE SLOPE. DO NOT BACK -BLADE. LEAVE A SURFACE ROUGH TO MINIMIZE EROSION. 16. ALL AREAS DISTURBED BY CONSTRUCTION SHALL BE STABILIZED FROM EROSION WITHIN 7 DAYS OF SUBSTANTIAL COMPLETION OF GRADING IN THAT AREA TEMPORARY SEED AND MULCH SHALL COVER ALL EXPOSED SOILS IF GRADING COMPLETION IS DELAYED LONGER THAN 7 DAYS. PERMANENT SEED AND MULCH OR SOD IS REQUIRED WITHIN 3 DAYS OF COMPLETION OF FINAL GRADING. 17. GENERAL TEMPORARY SEED SHALL BE MNDOT MIX 190 0 100 LBS. PER ACRE OR APPROVED EQUAL. PERMANENT SEED SHALL BE MNDOT MIX 270 0 120 LBS. PER ACRE OR APPROVED EQUAL. (PLANTING DATES PER SPEC 2575) MULCH SHALL BE MNDOT TYPE 1 (CLEAN OAT STRAW) 0 2 TONS PER ACRE AND DISK ANCHORED IN PLACE OR APPROVED EQUAL. FERTILIZER SHALL BE 80-80-80 NPK PER ACRE (UNLESS P RESTRICTIONS APPLY) AND INCORPORATED INTO THE SEED BED. 18. WETLAND BUFFER AREAS SHALL BE SEEDED IN ACCORDANCE WITH LANDSCAPE PLAN. 19. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE PROPERLY DISPOSED OF WITHIN THIRTY (30) DAYS AFTER FINAL SITE STABILIZATION IS ACHIEVED OR AFTER THE TEMPORARY MEASURES ARE NO LONGER NEEDED. 20. AN ALTERNATE EROSION & SEDIMENT CONTROL PLAN SHALL BE REQUIRED FOR LAND DISTURBANCES ON EACH LOT AS PART OF ANY FUTURE BUILDING PERMIT FOR THE CONSTRUCTION OF STRUCTURES AND DRIVEWAYS. EROSION CONTROL SCHEDULE: SEDIMENT TRAP MANUFACTURED BY WIMCO,LLC.SHAKOPEE, MN., ESS BROS., CORCORAN, MN. OR EQUAL SPECIFICATIONS AND STANDARDS DESIGN LOADS AISL ALgNVA,,.GF.£�EI..LQNLf$1/CIRL, 91H ENTION. &LLOWARE AXLE WE W LOAD N/A An c,mu`niyei WFl mNG COpG _ crcGi D1.1-94. WM FACTOR N/A 29 Cie 1929 - 95MA VSET1' ANTI NF'u T1 [iANMR05 WNpt GL UFF (THROUGH TYPE FF FILTER) 0,707 CFS O 3' HEAD MAXIMUM OVERFLOW RATE 5.94 CS O 15' HEAU MODEL#CG23 DEFLECTOR PATE OVERFLOW 7 - CEN7ER OF FILTER ASSEMBLY OVERFLOW 2 - TOP OF CURB 80X 10` FILTER ASSEMBLY CURB CG -23 HIGH-FLOW HIGH-FLOW 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. M101 CATCH BASIN SEDIMENT TRAP REVISED: 1-10 ENGINEERING DEPARTMENT PALE No.: FILE NAME:G: ENG SPECS 5302A 5302A 1. PRIOR TO ANY CONSTRUCTION OR DEMOLITION, SILT FENCE AND FILTERS SHALL BE INSTALLED AS SHOWN TO INTERCEPT RUNOFF. 2. ALL EROSION CONTROL INSTALLATIONS SHALL REMAIN IN PLACE AND BE MAINTAINED IN GOOD CONDITION BY THE CONTRACTOR UNTIL THE SITE HAS BEEN RE -VEGETATED. CONTRACTOR MAY REMOVE NECESSARY SILT FENCING/FILTERS TO CONSTRUCT ROADWAYS, WHILE MAINTAINING ADEQUATE EROSION CONTROL IN ADJACENT AREA. 3. SUFFICIENT TOPSOIL SHALL BE STOCKPILED TO ALLOW FOR THE REPLACEMENT OF 4" OF TOPSOIL FOR DISTURBED AREAS TO BE RE -VEGETATED. 4. THE CONTRACTOR SHALL SCHEDULE SITE GRADING, UTILITY INSTALLATION AND PAVEMENT CONSTRUCTION SO THAT THE GENERAL SITE CAN BE MULCHED AND RE -SEEDED SOON AFTER DISTURBANCE. AREAS THAT WILL NOT BE SUBJECT TO CONSTRUCTION TRAFFIC SHALL BE SEEDED (MnDOT MIX 190 0 100#/AC AND MULCHED OR SODDED WITHIN SEVEN (7) DAYS OF BEING DISTURBED. 5. CONTRACTOR SHALL INSTALL EROSION CONTROL DEVICES AS INDICATED ON THIS EROSION CONTROL PLAN AND ANY ADDITIONAL REQUIRED BASED ON MEANS, METHODS AND SEQUENCES OF CONSTRUCTION. SEDIMENT CONTROL PRACTICES: 1. SEDIMENT CONTROL PRACTICES MUST MINIMIZE SEDIMENT FROM ENTERING SURFACE WATERS, INCLUDING CURB AND GUTTER SYSTEMS AND STORM SEWER INLETS. 2. SEDIMENT CONTROL PRACTICES MUST BE ESTABLISHED ON ALL DOWN GRADIENT PERMITERS BEFORE ANY UPGRADIENT LAND DISTURBING ACTIVITIES BEGIN. THESE PRACTICES SHALL REMAIN IN PLACE UNTIL FINAL STABILIZATION HAS BEEN ESTABLISHED. 3. THE TIMING OF THE INSTALLATION OF SEDIMENT CONTROL PRACTICES MAY BE ADJUSTED TO ACCOMMODATE SHORT-TERM ACTIVITIES SUCH AS CLEARING OR GRUBBING, OR PASSAGE OF VEHICLES. ANY SHORT-TERM ACTIVITY MUST BE COMPLETED AS QUICKLY AS POSSIBLE AND THE SEDIMENT CONTROL PRACTICES MUST BE INSTALLED IMMEDIATELY AFTER THE ACTIVITY IS COMPLETED. HOWEVER, SEDIMENT CONTROL PRACTICES MUST BE INSTALLED BEFORE THE NEXT PRECIPITATION EVENT EVEN IF THE ACTIVITY IS NOT COMPLETE. 4. ALL STORM DRAIN INLETS MUST BE PROTECTED BY APPROPRIATE BMPS DURING CONSTRUCTION UNTIL ALL SOURCES WITH POTENTIAL FOR DISCHARGING TO THE INLET HAVE BEEN STABILIZED. 5. TEMPORARY SOIL STOCKPILES MUST HAVE SILT FENCES OR OTHER EFFECTIVE SEDIMENT CONTROLS, AND CANNOT BE PLACED IN SURFACE WATERS, INCLUDING STORM WATER CONVEYANCES SUCH AS CURB AND GUTTER SYSTEMS, OR CONDUITS AND DITCHES. 6. SITE CONSTRUCTION ENTRANCES WILL BE AS SHOWN ON THE PLAN. ROCK CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT EACH ENTRANCE. FINAL STABILIZATION: THE CONTRACTOR MUST ENSURE FINAL STABILIZATION OF THE SITE. THE CONTRACTOR MUST SUBMIT A NOTICE OF TERMINATION (NOT) WITHIN 30 DAYS AFTER FINAL STABILIZATION IS COMPLETE, OR ANOTHER OWNER/OPERATOR (PERMITTEE) HAS ASSUMED CONTROL OF ALL AREAS OF THE SITE THAT HAVE NOT UNDERGONE FINAL STABILIZATION. FINAL STABILIZATION CAN BE ACHIEVED IN THE FOLLOWING WAY: ALL SOIL DISTURBING ACTIVITIES AT THE SITE HAVE BEEN COMPLETED AND ALL SOILS MUST BE STABILIZED BY A UNIFORM PERENNIAL VEGETATIVE COVER WITH A DENSITY OF 70 PERCENT OVER THE ENTIRE PERVIOUS SURFACE AREA, OR OTHER EQUIVALENTMEANS NECESSARY TO PREVENT SOIL FAILURE UNDER EROSIVE CONDITIONS AND; A. ALL DRAINAGE DITCHES, CONSTRUCTED TO DRAIN WATER FROM THE SITE AFTER CONSTRUCTION IS COMPLETE, MUST BE STABILIZED TO PRECLUDE EROSION; B. ALL TEMPORARY SYNTHETIC, AND STRUCTURAL EROSION PREVENTION AND SEDIMENT CONTROL BMPS (SUCH AS SILT FENCE) MUST BE REMOVED AS PART OF THE SITE FINAL STABILIZATION; AND C. THE CONTRACTORS MUST CLEAN OUT ALL SEDIMENT FROM CONVEYANCES AND FROM TEMPORARY SEDIMENTATION BASINS THAT ARE TO BE USED AS PERMANENT WATER QUALITY MANAGEMENT BASINS. SEDIMENT MUST BE STABILIZED TO PREVENT IT FROM BEING WASHED BACK INTO THE BASIN, CONVEYANCES OR DRAINAGE WAYS DISCHARGING OFF-SITE OR TO SURFACE WATERS. THE CLEAN OUT OF PERMANENTBASINS MUST BE SUFFICIENT TO RETURN THE BASIN TO DESIGN CAPACITY. SAMPLE EROSION CONTROL MAINTAIN A 16 FOOT BUFFER WATER PLAN FOR INDIVIDUAtlS AND TWEEN BEER GE OIL . . . . . . . . . . . • . . .TYPE 2 HEAVY DUTY PERIMETER CONTROL REO. ADJACENT TO SURFACE WATER OR WATERWAYSURFACE WATERS deton 1 5wo LOT 2LOT 3 2 - , HDOX SILT FENCE ENCE TOGETHER AT PROPERTY LINE OPTION 1 - CRESCENT SILT FENCEOVER-LAP AT PROPERTY LMEThem etondmE IenWa *01 be found b the drawing. SILT FENCE ROOF P IER METER QSTRAW MULCH i SURFACE WATER WATER FLOW_ -CURB a GUTTER OVER -LAP SILT FENCE STREET STORM SEVER INLET SEDIMENT CONTROL W1MCO OR SIMILAR INLET PROTECTION DETAIL 5302A • Water resources staff must be contacted before any/all dewatering activity • Perimeter sediment controls are necessary at downsloping property and street edges. Note that sediment controls need to provide containment by turning perimeter controls upslope-into property. • Perimeter controls can include flier logs, mulch berms and/or silt fence. • See MNDot spec. 3897 & 2573. • Temporary stockpiles cannot be placed in drainage swales, surface waters, or on public streets, and must have perimeter control EROSION CONTROL • Topsoil -Site has a minimum of 4-6 inches of topsoil. • Construction entrance -1 to 2" clean crushed rock at a depth of 6 inches. • House Roof Perimeter -Straw mulch at 2 inches deep around house directly below roof line. If house has rain gutters, downpouts need energy dissipation. • Slopes -Steeper than 4:1 with positive grade to surface waters of the state need erosion control blankets and temporary or permanent seeding. • See MNDot Spec. 3885 & 2575. • Swoles-Need blankets over final 200'. • Swoles-Need check dams if slope is 4:1 or greater. C197OF EROSION CONTROL FOR INDIVIDUAL LOTS (TYP.) REVISED: 2-13 ENGINEERING DEPARTMENT PLATE NO.: FILE NAME: G:\ENG\SPECS\53028 53028 EROSION AND SEDIMENT CONTROL MAINTENANCE PROGRAM: 1. INSPECT SILT FENCES IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL. IMMEDIATELY REPAIR FAILED OR FAILING SILT FENCE. 2. REPLACEMENT - FABRIC SHALL BE REPLACED PROMPTLY WHEN IT DECOMPOSES OR BECOMES INEFFECTIVE BEFORE THE BARRIER IS NO LONGER NECESSARY. 3. SEDIMENT REMOVAL - SEDIMENT DEPOSITS SHOULD BE REMOVED AFTER EACH STORM EVENT. THEY MUST BE REMOVED WHEN DEPOSITS REACH APPROXIMATELY ONE-THIRD THE HEIGHT OF THE BARRIER. ANY SEDIMENT REMAINING IN PLACE AFTER THE SILT FENCE OR FILTER FABRIC IS NO LONGER REQUIRED SHALL BE DRESSED TO CONFORM WITH EXISTING GRADE, PREPARED, AND SEEDED WITH THE APPROPRIATE SEED MIX, OR SODDED AS DIRECTED BY THE ENGINEER. 4. REMOVAL OF SILT FENCE - SILT FENCES SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFUL PURPOSE, BUT NOT BEFORE THE UPWARD SLOPING AREA HAS BEEN PERMANENTLY STABILIZED. IF THE UPWARD SLOPING AREA IS TO BE EXPOSED LONGER THAN SIX (6) MONTHS, THAT AREA SHALL BE COVERED WITH TEMPORARY VEGETATION WHEN FIRST EXPOSED. 5. THE CONTRACTOR MUST ROUTINELY INSPECT THE CONSTRUCTION SITE ONCE EVERY SEVEN (7) DAYS DURING ACTIVE CONSTRUCTION AND WITHIN 24 HOURS AFTER A RAINFALL EVENT GREATER THAN 0.5 INCHES IN 24 HOURS. 6. ALL INSPECTIONS AND MAINTENANCE CONDUCTED DURING CONSTRUCTION MUST BE RECORDED IN WRITING AND THESE RECORDS MUST BE RETAINED WITH THE SWPPP RECORDS OF EACH INSPECTION AND MAINTENANCE ACTIVITY SHALL INCLUDE: A. DATE AND TIME OF INSPECTIONS; B. NAME OF PERSON(S) CONDUCTING INSPECTIONS; C. FINDINGS OF INSPECTIONS, INCLUDING RECOMMENDATIONS FOR CORRECTIVE ACTIONS; D. CORRECTIVE ACTIONS TAKEN (INCLUDING DATES, TIMES, AND PARTY COMPLETING MAINTENANCE ACTIVIES. E. DATE AND AMOUNT OF ALL RAINFALL EVENTS GREATER THAN 1/2 INCH (0.5 INCHES) IN 24 HOURS: F. DOCUMENTS OF CHANGES MADE TO THE SWPPP AS REQUIRED IN PART III.A4. 7. WHERE PARTS OF THE CONSTRUCTION SITE HAVE UNDERGONE FINAL STABILIZATION, BUT WORK REMAINS ON OTHER PARTS OF SITE, INSPECTIONS OF THE STABILIZED AREAS MAY BE REDUCED TO ONCE PER MONTH. WHERE WORK HAS BEEN SUSPENDED DUE TO FROZEN GROUND CONDITIONS, THE REQUIRED INSPECTIONS AND MAINTENANCE MUST TAKE PLACE AS SOON AS RUNOFF OCCURS AT THE SITE OR PRIOR TO RESUMING CONSTRUCTION, WHICHEVER COMES FIRST. POLLUTION PREVENTION MANAGEMENT MEASURES: THE CONTRACTOR SHALL IMPLEMENT THE FOLLOWING POLLUTION PREVENTION MANAGEMENT MEASURES ON THE SITE: 1. SOLID WASTE: COLLECTED SEDIMENT, ASPHALT AND CONCRETE MILLINGS, FLOATING DEBRIS, PAPER, PLASTIC, FABRIC, CONSTRUCTION AND DEMOLITION DEBRIS AND OTHER WASTES MUST BE DISPOSED OF PROPERLY AND MUST COMPLY WITH MPCA DISPOSAL REQUIREMENTS. 2. HAZARDOUS MATERIAL: OIL, GASOLINE, PAINT AND ANY HAZARDOUS SUBSTANCES MUST BE PROPERLY STORED, INCLUDING SECONDARY CONTAINMENT, TO PREVENT SPILLS, LEAKS OR OTHER DISCHARGE. RESTRICTED ACCESS TO STORAGE AREAS MUST BE PROVIDED TO PREVENT VANDALISM. STORAGE AND DISPOSAL OF HAZARDOUS WASTE MUST BE IN COMPLIANCE WITH MPCA REGULATIONS. 3. CONCRETE WASHOUT IS DONE TRUCK BY TRUCK WITH A MOBILE WASHOUT SYSTEM PROVIDED AND COMPLETED BY THE CONCRETE CONTRACTOR. RUNOFF MUST BE CONTAINED AND WASTE PROPERLY DISPOSED OF. 4. NO ENGINE DEGREASING IS ALLOWED ON SITE ANCHOR TRENCH (SEE DETAIL AND NOTES BELOW) % NO` -=qN 7012 WOODEN LATH SHALL BE NAILED SECURELY TO THE POST MEMBER TO SECURE FILTER FABRIC. 2"X4"X3'LONG WOOD POSTS, 8 REQ'D. NOTES: CONTRACTOR SHALL CONSTRUCT SILT BOX TO FIT AROUND THE INLET STRUCTURE WITH 6" MINIMUM CLEARANCE TO EDGES OF STRUCTURE. SILT BOX TO BE PLACED ON AN EVEN SURFACE 6" BELOW STRUCTURE OPENING. TOP OF SILT BOX TO EXTEND 18" MINIMUM ABOVE EXISTING GRADE. 2" X 4" HORIZONTAL MEMBERS CONTINUOUS AROUND TOP AND BOTTOM. FASTENED TO EACH POST USING 2-16D COMMON NAILS MONOFILAMENT GEOTEXTILE FABRIC AS PER MNDOT TABLE 3886-1 (MACHINE SLICED). ADDITIONAL 8-10" OF FABRIC FLAP AT BOTTOM OF BOX EI 8-70" FABRIC FLAP- BURY Y� UNDER ROCK TO PREVENT rte, I UNDERWASHING L�J\1 2" WASHED ROCK I' DEEP X 2' WIDE Cf f of I SILT BOX SEDIMENT TRAP REVISED: 1-10 ENGINEERING DEPARTMENT PLATE N0` '5302G FILE NAME G:\ENG SPECS 5302A OVERLAP END JOINTS MINIMUM OF 6'AND STAPLE OVERLAP AT I.S' INTERVALS. N STAPLE PATTERN/DENSITY SWILL J - LONGITUDINAL JOINTS FOLLOW MANUFACTURERS MINIMUM OF 6 SPECIFICATIONS ANCHOR TRENCH 1. DIG 6• X 6' TRENFR 1 TO 3' 2. IAAPLE AT LIN TRENCH I� 3. STARE AT]INTERVALSb. WITH TUR 9. BA[XnLL WITH NATURAL SOIL AND COMPACT S. BVMKET LENGTH SHALL Nm EXCEED 100' If WTTNOUT AN ANCHOR TRENCI LL NOTE: SLOPE SURFACE SHALL BE FREE OF ROCAS, SOIL CLUMPS, STIOUT VEHICLE IMPRINTS, AND GRASS. BLAARETS SHALL HAVE GOOD SOIL CONTACT. EROSION CONTROL BLANKET INSTALLATION unDlsuRBEo VEGETATION � r \ i TRACIIFD EQUIPMENT TREADS CREATE GROOVES PERPENDICULAR TO SLOPE DIRECTION. NOTE: ALL SLOPES WITH A GRADE EQUAL TO OR STEEPER TTIAN 3:1 REQUIRE SLOPE MAOUNG. SLOPES WITH A GRADE MORE GRADUAL THAN 3:1 REQUIRE SLOPE TRA00[NG IF THE SrABIL12ATI0N MEn{OD 6 EROSION CONTROL BLANKET OR HYDROMULCH. SLOPE TRACKING i\ GONYEA HOMES & REMODELINGS 1000 BOONE AVE N, SUITE 400 GOLDEN VALLEY, MN 55427 OFFICE: 763-432-4500 FAX: 763-432-4501 Al ALLIANT ENGINEERING 233 Park Ave S, Ste 300 Minneapolis, MN 55415 612.758.3080 MAIN 612,758.3099 FAx www.alliant-inc.com LESS THAN 2% 100 FEET 2 - 5,% 75 FEET 5 -10% 50 FEET 10 - 20 % 25 FEET NOTES: GREATER THAN 20% 15 FEET SILT FENCE PER MNDOT SPECS, SOURCE 2005 SEE SPECS. 2573 & 3686. LOCATION OF SILT FENCE OTT, Protect Area From Sheet Flow FOR SEDIMENT CONTROL V Maximum Contributing Area: i Acre SLOPE v' B E _ 1' l'- SILT FENCE NEAR TOE OF SLOPE OUTSIDE OF CONSTRUCTION LIMITS H LOCATION OF SILT FENCE FOR PEREMITER CONTROL �C�fyf�I�UF� SILT 6DNUle�l1 FENCE REVISED: 3-12 ENGINEERING DEPARTMENT PLATE "D'` 5300 FILE NAME G: \EN13\SPECS\5300 EROSION CONTROL GENERAL NOTES: 1G R 1"-2" CLEAN CRUSHED ROCK •R " • 0 • D " • •CHIPSrr 5; 'wp 18" MINIMUM CUT OFF BERM TO MINIMIZE RUNOFF FROM SITE FILTER FABRIC NOTE: FILTER FABRIC SHALL BE PLACED UNDER ROCK TO STOP MUD MIGRATION THROUGH ROCK. aff OF ROCK CONSTRUCTION bIIML0Lww� ENTRANCE REVISED: 1-10 ENGINEERING DEPARTMENT PLATE NO 5,301 FILE NAME: 0:\ENG SPECS 5301 1. NO LAND DISTURBING ACTIVITY SHALL OCCUR UNTIL A GRADING PERMIT HAS BEEN ISSUED FROM THE CITY OF CHANHASSEN AND THE WATERSHED DISTRICT. 2. BEST MANAGEMENT PRACTICES (BMP'S) REFER TO EROSION AND SEDIMENT CONTROL PRACTICES DEFINED IN THE MPCA PROTECTING WATER QUALITY IN URBAN AREAS AND THE MINNESOTA CONSTRUCTION SITE EROSION AND SEDIMENT CONTROL PLANNING HANDBOOK. 3. ALL BMP'S SELECTED SHALL BE APPROPRIATE FOR THE TIME OF YEAR, SITE CONDITIONS, AND ESTIMATED DURATION OF USE. 4. ALL WORK AND MATERIALS SHALL BE CONSTRUCTED ACCORDING TO THE APPROVED PLANS. ANY DEVIATION FROM THE APPROVED PLANS SHALL REQUIRE WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 5. A COPY OF THESE PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 6. THE BOUNDARIES OF THE LAND DISTURBANCE LIMITS SHOWN ON THE PLANS SHALL BE CLEARLY FLAGGED IN THE FIELD PRIOR TO CONSTRUCTION. NO DISTURBANCE BEYOND THE DISTURBED LIMITS. 7. WHEREVER POSSIBLE, PRESERVE THE EXISTING TREES, GRASS AND OTHER VEGETATIVE COVER TO HELP FILTER RUNOFF. 8. ESTABLISH A PERMANENT VEGETATIVE COVER ON ALL EXPOSED SOILS WHERE LAND IS COMING OUT OF AGRICULTURAL PRODUCTION. PLANT AS SOON AS POSSIBLE TO ESTABLISH DENSE GRASS FILTER PRIOR TO CONSTRUCTION AND TO MINIMIZE WEED GROWTH. 9. ALL TREES NOT LISTED FOR REMOVAL SHALL BE PROTECTED. DO NOT OPERATE EQUIPMENT WITHIN THE DRIPLINE, ROOT ZONES OR WITHIN TREE PROTECTION FENCE AREAS. 10. ALL EROSION AND SEDIMENT CONTROL FACILITIES (BMP'S) SHALL BE INSTALLED AND IN OPERATION PRIOR TO LAND DISTURBANCE ACTIVITIES AND THEY SHALL BE SATISFACTORILY MAINTAINED UNTIL CONSTRUCTION IS COMPLETED AND THE POTENTIAL FOR EROSION HAS PASSED. 11. SILT FENCE IS REQUIRED AT DOWN GRADIENT PERIMETER OF DISTURBED AREAS AND STOCKPILES. PROTECT WETLANDS, WATERCOURSES AND ADJACENT PROPERTIES FROM SEDIMENTATION AND STORMWATER RUNOFF. 12. THE BMP'S SHOWN ON THE PLANS ARE THE MINIMUM REQUIREMENTS FOR THE ANTICIPATED SITE CONDITIONS. AS CONSTRUCTION PROGRESSES AND UNEXPECTED OR SEASONAL CONDITIONS DICTATE, THE PERMITTEE/CONTRACTOR SHALL ANTICIPATE THAT MORE BMP'S WILL BE NECESSARY TO ENSURE EROSION AND SEDIMENT CONTROL ON THE SITE. DURING THE COURSE OF CONSTRUCTION, IT IS THE RESPONSIBILITY OF THE PERMITTEE/CONTRACTOR TO ADDRESS ANY NEW CONDITIONS THAT MAY BE CREATED BY CONSTRUCTION ACTIVITIES AND/OR CLIMATIC EVENTS AND TO PROVIDE ADDITIONAL BMP'S OVER AND ABOVE THE MINIMUM REQUIREMENTS SHOWN ON THE PLANS, AS MAY BE NEEDED TO PROVIDE EFFECTIVE PROTECTION OF WATER AND SOIL RESOURCES. 13. THE BMP'S SHALL BE INSPECTED DAILY BY THE PERMFITEE/CONTRACTOR AND MAINTAINED AS NECESSARY TO ENSURE THEIR CONTINUED FUNCTIONING. SILT FENCES CLEANED OR REPLACED AT SEDIMENT BUILDUP OF 1/3 OF THE FENCE HEIGHT. 14. LAND DISTURBING ACTIVITIES SHALL OCCUR IN INCREMENTS OF WORKABLE SIZE SUCH THAT ADEQUATE BMP CONTROL CAN BE PROVIDED THROUGHOUT ALL PHASES OF CONSTRUCTION. THE SMALLEST PRACTICAL AREA SHALL BE EXPOSED OR OTHERWISE DISTURBED AT ANY ONE TIME. 15. OPERATE TRACK EQUIPMENT (DOZER) UP AND DOWN EXPOSED SOIL SLOPES ON FINAL PASS, LEAVING TRACK GROOVES PERPENDICULAR TO THE SLOPE. DO NOT BACK -BLADE. LEAVE A SURFACE ROUGH TO MINIMIZE EROSION. 16. ALL AREAS DISTURBED BY CONSTRUCTION SHALL BE STABILIZED FROM EROSION WITHIN 7 DAYS OF SUBSTANTIAL COMPLETION OF GRADING IN THAT AREA TEMPORARY SEED AND MULCH SHALL COVER ALL EXPOSED SOILS IF GRADING COMPLETION IS DELAYED LONGER THAN 7 DAYS. PERMANENT SEED AND MULCH OR SOD IS REQUIRED WITHIN 3 DAYS OF COMPLETION OF FINAL GRADING. 17. GENERAL TEMPORARY SEED SHALL BE MNDOT MIX 190 0 100 LBS. PER ACRE OR APPROVED EQUAL. PERMANENT SEED SHALL BE MNDOT MIX 270 0 120 LBS. PER ACRE OR APPROVED EQUAL. (PLANTING DATES PER SPEC 2575) MULCH SHALL BE MNDOT TYPE 1 (CLEAN OAT STRAW) 0 2 TONS PER ACRE AND DISK ANCHORED IN PLACE OR APPROVED EQUAL. FERTILIZER SHALL BE 80-80-80 NPK PER ACRE (UNLESS P RESTRICTIONS APPLY) AND INCORPORATED INTO THE SEED BED. 18. WETLAND BUFFER AREAS SHALL BE SEEDED IN ACCORDANCE WITH LANDSCAPE PLAN. 19. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE PROPERLY DISPOSED OF WITHIN THIRTY (30) DAYS AFTER FINAL SITE STABILIZATION IS ACHIEVED OR AFTER THE TEMPORARY MEASURES ARE NO LONGER NEEDED. 20. AN ALTERNATE EROSION & SEDIMENT CONTROL PLAN SHALL BE REQUIRED FOR LAND DISTURBANCES ON EACH LOT AS PART OF ANY FUTURE BUILDING PERMIT FOR THE CONSTRUCTION OF STRUCTURES AND DRIVEWAYS. EROSION CONTROL SCHEDULE: SEDIMENT TRAP MANUFACTURED BY WIMCO,LLC.SHAKOPEE, MN., ESS BROS., CORCORAN, MN. OR EQUAL SPECIFICATIONS AND STANDARDS DESIGN LOADS AISL ALgNVA,,.GF.£�EI..LQNLf$1/CIRL, 91H ENTION. &LLOWARE AXLE WE W LOAD N/A An c,mu`niyei WFl mNG COpG _ crcGi D1.1-94. WM FACTOR N/A 29 Cie 1929 - 95MA VSET1' ANTI NF'u T1 [iANMR05 WNpt GL UFF (THROUGH TYPE FF FILTER) 0,707 CFS O 3' HEAD MAXIMUM OVERFLOW RATE 5.94 CS O 15' HEAU MODEL#CG23 DEFLECTOR PATE OVERFLOW 7 - CEN7ER OF FILTER ASSEMBLY OVERFLOW 2 - TOP OF CURB 80X 10` FILTER ASSEMBLY CURB CG -23 HIGH-FLOW HIGH-FLOW 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. M101 CATCH BASIN SEDIMENT TRAP REVISED: 1-10 ENGINEERING DEPARTMENT PALE No.: FILE NAME:G: ENG SPECS 5302A 5302A 1. PRIOR TO ANY CONSTRUCTION OR DEMOLITION, SILT FENCE AND FILTERS SHALL BE INSTALLED AS SHOWN TO INTERCEPT RUNOFF. 2. ALL EROSION CONTROL INSTALLATIONS SHALL REMAIN IN PLACE AND BE MAINTAINED IN GOOD CONDITION BY THE CONTRACTOR UNTIL THE SITE HAS BEEN RE -VEGETATED. CONTRACTOR MAY REMOVE NECESSARY SILT FENCING/FILTERS TO CONSTRUCT ROADWAYS, WHILE MAINTAINING ADEQUATE EROSION CONTROL IN ADJACENT AREA. 3. SUFFICIENT TOPSOIL SHALL BE STOCKPILED TO ALLOW FOR THE REPLACEMENT OF 4" OF TOPSOIL FOR DISTURBED AREAS TO BE RE -VEGETATED. 4. THE CONTRACTOR SHALL SCHEDULE SITE GRADING, UTILITY INSTALLATION AND PAVEMENT CONSTRUCTION SO THAT THE GENERAL SITE CAN BE MULCHED AND RE -SEEDED SOON AFTER DISTURBANCE. AREAS THAT WILL NOT BE SUBJECT TO CONSTRUCTION TRAFFIC SHALL BE SEEDED (MnDOT MIX 190 0 100#/AC AND MULCHED OR SODDED WITHIN SEVEN (7) DAYS OF BEING DISTURBED. 5. CONTRACTOR SHALL INSTALL EROSION CONTROL DEVICES AS INDICATED ON THIS EROSION CONTROL PLAN AND ANY ADDITIONAL REQUIRED BASED ON MEANS, METHODS AND SEQUENCES OF CONSTRUCTION. SEDIMENT CONTROL PRACTICES: 1. SEDIMENT CONTROL PRACTICES MUST MINIMIZE SEDIMENT FROM ENTERING SURFACE WATERS, INCLUDING CURB AND GUTTER SYSTEMS AND STORM SEWER INLETS. 2. SEDIMENT CONTROL PRACTICES MUST BE ESTABLISHED ON ALL DOWN GRADIENT PERMITERS BEFORE ANY UPGRADIENT LAND DISTURBING ACTIVITIES BEGIN. THESE PRACTICES SHALL REMAIN IN PLACE UNTIL FINAL STABILIZATION HAS BEEN ESTABLISHED. 3. THE TIMING OF THE INSTALLATION OF SEDIMENT CONTROL PRACTICES MAY BE ADJUSTED TO ACCOMMODATE SHORT-TERM ACTIVITIES SUCH AS CLEARING OR GRUBBING, OR PASSAGE OF VEHICLES. ANY SHORT-TERM ACTIVITY MUST BE COMPLETED AS QUICKLY AS POSSIBLE AND THE SEDIMENT CONTROL PRACTICES MUST BE INSTALLED IMMEDIATELY AFTER THE ACTIVITY IS COMPLETED. HOWEVER, SEDIMENT CONTROL PRACTICES MUST BE INSTALLED BEFORE THE NEXT PRECIPITATION EVENT EVEN IF THE ACTIVITY IS NOT COMPLETE. 4. ALL STORM DRAIN INLETS MUST BE PROTECTED BY APPROPRIATE BMPS DURING CONSTRUCTION UNTIL ALL SOURCES WITH POTENTIAL FOR DISCHARGING TO THE INLET HAVE BEEN STABILIZED. 5. TEMPORARY SOIL STOCKPILES MUST HAVE SILT FENCES OR OTHER EFFECTIVE SEDIMENT CONTROLS, AND CANNOT BE PLACED IN SURFACE WATERS, INCLUDING STORM WATER CONVEYANCES SUCH AS CURB AND GUTTER SYSTEMS, OR CONDUITS AND DITCHES. 6. SITE CONSTRUCTION ENTRANCES WILL BE AS SHOWN ON THE PLAN. ROCK CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT EACH ENTRANCE. FINAL STABILIZATION: THE CONTRACTOR MUST ENSURE FINAL STABILIZATION OF THE SITE. THE CONTRACTOR MUST SUBMIT A NOTICE OF TERMINATION (NOT) WITHIN 30 DAYS AFTER FINAL STABILIZATION IS COMPLETE, OR ANOTHER OWNER/OPERATOR (PERMITTEE) HAS ASSUMED CONTROL OF ALL AREAS OF THE SITE THAT HAVE NOT UNDERGONE FINAL STABILIZATION. FINAL STABILIZATION CAN BE ACHIEVED IN THE FOLLOWING WAY: ALL SOIL DISTURBING ACTIVITIES AT THE SITE HAVE BEEN COMPLETED AND ALL SOILS MUST BE STABILIZED BY A UNIFORM PERENNIAL VEGETATIVE COVER WITH A DENSITY OF 70 PERCENT OVER THE ENTIRE PERVIOUS SURFACE AREA, OR OTHER EQUIVALENTMEANS NECESSARY TO PREVENT SOIL FAILURE UNDER EROSIVE CONDITIONS AND; A. ALL DRAINAGE DITCHES, CONSTRUCTED TO DRAIN WATER FROM THE SITE AFTER CONSTRUCTION IS COMPLETE, MUST BE STABILIZED TO PRECLUDE EROSION; B. ALL TEMPORARY SYNTHETIC, AND STRUCTURAL EROSION PREVENTION AND SEDIMENT CONTROL BMPS (SUCH AS SILT FENCE) MUST BE REMOVED AS PART OF THE SITE FINAL STABILIZATION; AND C. THE CONTRACTORS MUST CLEAN OUT ALL SEDIMENT FROM CONVEYANCES AND FROM TEMPORARY SEDIMENTATION BASINS THAT ARE TO BE USED AS PERMANENT WATER QUALITY MANAGEMENT BASINS. SEDIMENT MUST BE STABILIZED TO PREVENT IT FROM BEING WASHED BACK INTO THE BASIN, CONVEYANCES OR DRAINAGE WAYS DISCHARGING OFF-SITE OR TO SURFACE WATERS. THE CLEAN OUT OF PERMANENTBASINS MUST BE SUFFICIENT TO RETURN THE BASIN TO DESIGN CAPACITY. SAMPLE EROSION CONTROL MAINTAIN A 16 FOOT BUFFER WATER PLAN FOR INDIVIDUAtlS AND TWEEN BEER GE OIL . . . . . . . . . . . • . . .TYPE 2 HEAVY DUTY PERIMETER CONTROL REO. ADJACENT TO SURFACE WATER OR WATERWAYSURFACE WATERS deton 1 5wo LOT 2LOT 3 2 - , HDOX SILT FENCE ENCE TOGETHER AT PROPERTY LINE OPTION 1 - CRESCENT SILT FENCEOVER-LAP AT PROPERTY LMEThem etondmE IenWa *01 be found b the drawing. SILT FENCE ROOF P IER METER QSTRAW MULCH i SURFACE WATER WATER FLOW_ -CURB a GUTTER OVER -LAP SILT FENCE STREET STORM SEVER INLET SEDIMENT CONTROL W1MCO OR SIMILAR INLET PROTECTION DETAIL 5302A • Water resources staff must be contacted before any/all dewatering activity • Perimeter sediment controls are necessary at downsloping property and street edges. Note that sediment controls need to provide containment by turning perimeter controls upslope-into property. • Perimeter controls can include flier logs, mulch berms and/or silt fence. • See MNDot spec. 3897 & 2573. • Temporary stockpiles cannot be placed in drainage swales, surface waters, or on public streets, and must have perimeter control EROSION CONTROL • Topsoil -Site has a minimum of 4-6 inches of topsoil. • Construction entrance -1 to 2" clean crushed rock at a depth of 6 inches. • House Roof Perimeter -Straw mulch at 2 inches deep around house directly below roof line. If house has rain gutters, downpouts need energy dissipation. • Slopes -Steeper than 4:1 with positive grade to surface waters of the state need erosion control blankets and temporary or permanent seeding. • See MNDot Spec. 3885 & 2575. • Swoles-Need blankets over final 200'. • Swoles-Need check dams if slope is 4:1 or greater. C197OF EROSION CONTROL FOR INDIVIDUAL LOTS (TYP.) REVISED: 2-13 ENGINEERING DEPARTMENT PLATE NO.: FILE NAME: G:\ENG\SPECS\53028 53028 EROSION AND SEDIMENT CONTROL MAINTENANCE PROGRAM: 1. INSPECT SILT FENCES IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL. IMMEDIATELY REPAIR FAILED OR FAILING SILT FENCE. 2. REPLACEMENT - FABRIC SHALL BE REPLACED PROMPTLY WHEN IT DECOMPOSES OR BECOMES INEFFECTIVE BEFORE THE BARRIER IS NO LONGER NECESSARY. 3. SEDIMENT REMOVAL - SEDIMENT DEPOSITS SHOULD BE REMOVED AFTER EACH STORM EVENT. THEY MUST BE REMOVED WHEN DEPOSITS REACH APPROXIMATELY ONE-THIRD THE HEIGHT OF THE BARRIER. ANY SEDIMENT REMAINING IN PLACE AFTER THE SILT FENCE OR FILTER FABRIC IS NO LONGER REQUIRED SHALL BE DRESSED TO CONFORM WITH EXISTING GRADE, PREPARED, AND SEEDED WITH THE APPROPRIATE SEED MIX, OR SODDED AS DIRECTED BY THE ENGINEER. 4. REMOVAL OF SILT FENCE - SILT FENCES SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFUL PURPOSE, BUT NOT BEFORE THE UPWARD SLOPING AREA HAS BEEN PERMANENTLY STABILIZED. IF THE UPWARD SLOPING AREA IS TO BE EXPOSED LONGER THAN SIX (6) MONTHS, THAT AREA SHALL BE COVERED WITH TEMPORARY VEGETATION WHEN FIRST EXPOSED. 5. THE CONTRACTOR MUST ROUTINELY INSPECT THE CONSTRUCTION SITE ONCE EVERY SEVEN (7) DAYS DURING ACTIVE CONSTRUCTION AND WITHIN 24 HOURS AFTER A RAINFALL EVENT GREATER THAN 0.5 INCHES IN 24 HOURS. 6. ALL INSPECTIONS AND MAINTENANCE CONDUCTED DURING CONSTRUCTION MUST BE RECORDED IN WRITING AND THESE RECORDS MUST BE RETAINED WITH THE SWPPP RECORDS OF EACH INSPECTION AND MAINTENANCE ACTIVITY SHALL INCLUDE: A. DATE AND TIME OF INSPECTIONS; B. NAME OF PERSON(S) CONDUCTING INSPECTIONS; C. FINDINGS OF INSPECTIONS, INCLUDING RECOMMENDATIONS FOR CORRECTIVE ACTIONS; D. CORRECTIVE ACTIONS TAKEN (INCLUDING DATES, TIMES, AND PARTY COMPLETING MAINTENANCE ACTIVIES. E. DATE AND AMOUNT OF ALL RAINFALL EVENTS GREATER THAN 1/2 INCH (0.5 INCHES) IN 24 HOURS: F. DOCUMENTS OF CHANGES MADE TO THE SWPPP AS REQUIRED IN PART III.A4. 7. WHERE PARTS OF THE CONSTRUCTION SITE HAVE UNDERGONE FINAL STABILIZATION, BUT WORK REMAINS ON OTHER PARTS OF SITE, INSPECTIONS OF THE STABILIZED AREAS MAY BE REDUCED TO ONCE PER MONTH. WHERE WORK HAS BEEN SUSPENDED DUE TO FROZEN GROUND CONDITIONS, THE REQUIRED INSPECTIONS AND MAINTENANCE MUST TAKE PLACE AS SOON AS RUNOFF OCCURS AT THE SITE OR PRIOR TO RESUMING CONSTRUCTION, WHICHEVER COMES FIRST. POLLUTION PREVENTION MANAGEMENT MEASURES: THE CONTRACTOR SHALL IMPLEMENT THE FOLLOWING POLLUTION PREVENTION MANAGEMENT MEASURES ON THE SITE: 1. SOLID WASTE: COLLECTED SEDIMENT, ASPHALT AND CONCRETE MILLINGS, FLOATING DEBRIS, PAPER, PLASTIC, FABRIC, CONSTRUCTION AND DEMOLITION DEBRIS AND OTHER WASTES MUST BE DISPOSED OF PROPERLY AND MUST COMPLY WITH MPCA DISPOSAL REQUIREMENTS. 2. HAZARDOUS MATERIAL: OIL, GASOLINE, PAINT AND ANY HAZARDOUS SUBSTANCES MUST BE PROPERLY STORED, INCLUDING SECONDARY CONTAINMENT, TO PREVENT SPILLS, LEAKS OR OTHER DISCHARGE. RESTRICTED ACCESS TO STORAGE AREAS MUST BE PROVIDED TO PREVENT VANDALISM. STORAGE AND DISPOSAL OF HAZARDOUS WASTE MUST BE IN COMPLIANCE WITH MPCA REGULATIONS. 3. CONCRETE WASHOUT IS DONE TRUCK BY TRUCK WITH A MOBILE WASHOUT SYSTEM PROVIDED AND COMPLETED BY THE CONCRETE CONTRACTOR. RUNOFF MUST BE CONTAINED AND WASTE PROPERLY DISPOSED OF. 4. NO ENGINE DEGREASING IS ALLOWED ON SITE ANCHOR TRENCH (SEE DETAIL AND NOTES BELOW) % NO` -=qN 7012 WOODEN LATH SHALL BE NAILED SECURELY TO THE POST MEMBER TO SECURE FILTER FABRIC. 2"X4"X3'LONG WOOD POSTS, 8 REQ'D. NOTES: CONTRACTOR SHALL CONSTRUCT SILT BOX TO FIT AROUND THE INLET STRUCTURE WITH 6" MINIMUM CLEARANCE TO EDGES OF STRUCTURE. SILT BOX TO BE PLACED ON AN EVEN SURFACE 6" BELOW STRUCTURE OPENING. TOP OF SILT BOX TO EXTEND 18" MINIMUM ABOVE EXISTING GRADE. 2" X 4" HORIZONTAL MEMBERS CONTINUOUS AROUND TOP AND BOTTOM. FASTENED TO EACH POST USING 2-16D COMMON NAILS MONOFILAMENT GEOTEXTILE FABRIC AS PER MNDOT TABLE 3886-1 (MACHINE SLICED). ADDITIONAL 8-10" OF FABRIC FLAP AT BOTTOM OF BOX EI 8-70" FABRIC FLAP- BURY Y� UNDER ROCK TO PREVENT rte, I UNDERWASHING L�J\1 2" WASHED ROCK I' DEEP X 2' WIDE Cf f of I SILT BOX SEDIMENT TRAP REVISED: 1-10 ENGINEERING DEPARTMENT PLATE N0` '5302G FILE NAME G:\ENG SPECS 5302A OVERLAP END JOINTS MINIMUM OF 6'AND STAPLE OVERLAP AT I.S' INTERVALS. N STAPLE PATTERN/DENSITY SWILL J - LONGITUDINAL JOINTS FOLLOW MANUFACTURERS MINIMUM OF 6 SPECIFICATIONS ANCHOR TRENCH 1. DIG 6• X 6' TRENFR 1 TO 3' 2. IAAPLE AT LIN TRENCH I� 3. STARE AT]INTERVALSb. WITH TUR 9. BA[XnLL WITH NATURAL SOIL AND COMPACT S. BVMKET LENGTH SHALL Nm EXCEED 100' If WTTNOUT AN ANCHOR TRENCI LL NOTE: SLOPE SURFACE SHALL BE FREE OF ROCAS, SOIL CLUMPS, STIOUT VEHICLE IMPRINTS, AND GRASS. BLAARETS SHALL HAVE GOOD SOIL CONTACT. EROSION CONTROL BLANKET INSTALLATION unDlsuRBEo VEGETATION � r \ i TRACIIFD EQUIPMENT TREADS CREATE GROOVES PERPENDICULAR TO SLOPE DIRECTION. NOTE: ALL SLOPES WITH A GRADE EQUAL TO OR STEEPER TTIAN 3:1 REQUIRE SLOPE MAOUNG. SLOPES WITH A GRADE MORE GRADUAL THAN 3:1 REQUIRE SLOPE TRA00[NG IF THE SrABIL12ATI0N MEn{OD 6 EROSION CONTROL BLANKET OR HYDROMULCH. SLOPE TRACKING i\ GONYEA HOMES & REMODELINGS 1000 BOONE AVE N, SUITE 400 GOLDEN VALLEY, MN 55427 OFFICE: 763-432-4500 FAX: 763-432-4501 Al ALLIANT ENGINEERING 233 Park Ave S, Ste 300 Minneapolis, MN 55415 612.758.3080 MAIN 612,758.3099 FAx www.alliant-inc.com GONYEA HOMES & REMODELINGS 1000 BOONE AVE N, SUITE 400 GOLDEN VALLEY, MN 55427 OFFICE: 763-432-4500 FAX: 763-432-4501 Al ALLIANT ENGINEERING 233 Park Ave S, Ste 300 Minneapolis, MN 55415 612.758.3080 MAIN 612,758.3099 FAx www.alliant-inc.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 PROFESSIONAL ENGINEER under the laws of the State of MINNESOTA MARK RAUSCH, PE Date License No. QUALITY ASSURANCE/CONTROL BY DATE DATE ISSUE PROJECT TEAM DATA DESIGNED: MPR DRAWN: ELL PROJECT NO: 215-0119 SHEET 17 17 of 32 Z a W H O J Z a J Z ,. M O DLo V Lr)N Z o 1 Q H W 2 a w �(A Z Z Cn CL a Z O t. -w z a O W10 2 0a 0= - J I o pZ LU N O 0 Lo Q i� CC LL � � a Iw I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed PROFESSIONAL ENGINEER under the laws of the State of MINNESOTA MARK RAUSCH, PE Date License No. QUALITY ASSURANCE/CONTROL BY DATE DATE ISSUE PROJECT TEAM DATA DESIGNED: MPR DRAWN: ELL PROJECT NO: 215-0119 SHEET 17 17 of 32 MATCH LINE _ 1. EXISTING UTILITIES, SERVICE LOCATIONS AND ELEVATIONS SHALL BE VERIFIED IN FIELD PRIOR TO CONSTRUCTION. 2. MAINTAIN A MIN 18" VERTICAL SEPARATION AT ALL PIPE CROSSINGS. 3. CONTRACTOR IS RESPONSIBLE FOR ALL PERMITS PRIOR TO THE START OF CONSTRUCTION. 4. PROVIDE POLYSTYRENE INSULATION FOR ALL STORM SEWER CROSSINGS WHERE VERTICAL OR HORIZONTAL SEPARATION IS LESS THAN 3'. 5. ALL STORM SEWER WORK SHALL COMPLY WITH THE CITY OF CHANHASSEN ENGINEERING GUIDELINES. 6. NOTIFY GOPHER STATE ONE CALL 48 HOURS IN ADVANCE OF ANY UTILITY WORK. 7. PROVIDE TEMPORARY TRAFFIC CONTROL IN COMPLIANCE WITH MNDOT 'TEMPORARY TRAFFIC CONTROL ZONE LAYOUTS -FIELD MANUAL" LATEST REVISION, FOR ANY CONSTRUCTION WITHIN PUBLIC R.O.W. 8. ALL CASTINGS SHALL BE NEENAH OR APPROVED EQUAL. LYMAN BOULEVARD f CONNECT TO " 7� EXISTING SANITARY SANITARY _ SEWER . SEWER FORCEMAIN. MANHOLE 1 nil '\ 1 1 I � I i I F I i 4 ,s 14 11 I X41 r � I I i i I I ; L: 1w '3 I I t I CONTRACTOR TO_/I COORDINATE WITH MAGELLAN ON GAS PIPELINE CROSSING I 4" SANITARY SEWER FORCEMAIN. I FORCEMAIN ALONG HWY 101 TO BE DIRECTIONALLY BORED IF NECESSARY TO AVOID SMALL UTILITY CONFLICTS AND HWY 101Y DISTURBANCE. ----SOUTH LINE OF THE NORTH 730.00 FEET AS MEASURED ALONG WEST LINE OF SEC. i & . . .. . . rareaxue envmev. eo .. i V3 IJ i �. . . . . . . . . . I - j MATCHI'LINE _ L LU W no GONYEA HOMES & REMODELINGS 1000 BOONE AVE N, SUITE 400 GOLDEN VALLEY, MN 55427 OFFICE: 763-432-4500 FAX: 763-432-4501 ALLIANT ENGINEERING 233 Park Ave S, Ste 300 Minneapolis, MN 55415 612.758.3080 MAIN 612.758.3099 FAX www.alliant-inc.com O O 0 n M L0 L0 � Q J F_ CO O 1n V) LI z z J � 1L1 NQ •.. Q Y/ Q rn U J Q M M Cn M� cc z W a z IL I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed PROFESSIONAL ENGINEER under the laws of the State of MINNESOTA MARK RAUSCH, PE Date License No. QUALITY ASSURANCE/CONTROL BY DATE DATE ISSUE PROJECT TEAM DATA DESIGNED: MPR DRAWN: ELL PROJECT NO: 215-0119 if• SHEET 18 of 32 UTILITY NOTES: 1. EXISTING UTILITIES, SERVICE LOCATIONS AND ELEVATIONS SHALL BE VERIFIED IN FIELD PRIOR TO CONSTRUCTION. 2. MAINTAIN A MIN 18" VERTICAL SEPARATION AT ALL PIPE CROSSINGS. WATER AND SANITARY SEWER LINES TO MAINTAIN 10' VERTICAL SEPARATION. LOWER WATERMAIN AS NECESSARY. 3. CONTRACTOR IS RESPONSIBLE FOR ALL PERMITS PRIOR TO THE START OF CONSTRUCTION. 4. PROVIDE POLYSTYRENE INSULATION FOR ALL STORM SEWER AND WATERMAIN CROSSINGS WHERE VERTICAL OR HORIZONTAL SEPARATION IS LESS THAN 3'. 5. ALL UTILITY WORK WITHIN THE R.O.W. SHALL COMPLY WITH THE CITY OF CHANHASSEN ENGINEERING GUIDELINES. 6. NOTIFY GOPHER STATE ONE CALL 48 HOURS IN ADVANCE OF ANY UTILITY WORK. 7. PROVIDE TEMPORARY TRAFFIC CONTROL IN COMPLIANCE WITH MNDOT "TEMPORARY TRAFFIC CONTROL ZONE LAYOUTS -FIELD MANUAL" LATEST REVISION, FOR ANY CONSTRUCTION WITHIN PUBLIC R.O.W. 8. ALL SANITARY MANHOLES TO BE 48" DIAMETER CONCRETE W/NEENAH R-1642 CASTING, UNLESS NOTED OTHERWISE. 9. WATERMAIN, SERVICES, AND VALVES SHALL BE INSTALLED WITH MINIMUM 7.5' OF COVER. 10. WATER SERVICES SHALL BE 1" DIA. TYPE "K" COPPER, W/ 1" CORP. STOP + 1" CURB BOX. I11. SEWER SERVICES SHALL BE 4" PVC SCH 40 MINIMUM 2% SLOPE UNLESS OTHERWISE NOTED ON THE PLANS. 12. WATER SERVICES MAY BE PLACED IN SAME TRENCH AS SEWER SERVICES PROVIDED THAT A 24" VERTICAL & A I 36" HORIZONTAL SEPARATION ARE MAINTANED. / 13. ALL CURB BOXES SHALL BE ADJUSTED TO AN ELEVATION OF 1" BELOW FINISHED GRADE. -14. ALL 6" AND 8" WATERMAIN SHALL BE C900 PVC. U•�, SANITARY SEWER FORCEMAIN NOTES: 1. SANITARY SEWER FORCEMAIN COVER DEPTH TO COMPLY WITH CITY OF CHANHASSEN REQUIREMENTS. 2. ALL DIRECTIONALLY DRILLED FORCEMAIN SHALL BE DR11 OR DR17. fi 3. IN AREAS OF DIRECTIONAL DRILL CONTRACTOR TO VERIFY DEPTH OF EXISTING SMALL UTILITIES (GAS, FIBER OPTIC, TELEPHONE, ETC) EVERY 50'. 4. AIR RELEASE MANHOLES TO BE PROVIDED AS NEEDED AT HIGH POINTS. -- 5 -BORING PIT LOCATIONS TO BE INCLUDED IN FUTURE SUBMITTALS. 6. CONTRACTOR TO PROVIDE TRAFFIC CONTROL PER MNDOT TRAFFIC MANUAL STANDARDS. STORM SEWER NOTES: 1. EXISTING UTILITIES, SERVICE LOCATIONS AND ELEVATIONS SHALL BE VERIFIED IN FIELD PRIOR TO CONSTRUCTION. 2. MAINTAIN A MIN 18" VERTICAL SEPARATION AT ALL PIPE CROSSINGS. 3. CONTRACTOR IS RESPONSIBLE FOR ALL PERMITS PRIOR TO THE START OF CONSTRUCTION. 4. PROVIDE POLYSTYRENE INSULATION FOR ALL STORM SEWER CROSSINGS WHERE VERTICAL OR HORIZONTAL SEPARATION IS LESS THAN 3'. 5. ALL STORM SEWER WORK SHALL COMPLY WITH THE CITY OF CHANHASSEN ENGINEERING GUIDELINES. 6. NOTIFY GOPHER STATE ONE CALL 48 HOURS IN ADVANCE OF ANY UTILITY WORK. 7. PROVIDE TEMPORARY TRAFFIC CONTROL IN COMPLIANCE WITH MNDOT 'TEMPORARY TRAFFIC CONTROL ZONE LAYOUTS -FIELD MANUAL" LATEST REVISION, FOR ANY CONSTRUCTION WITHIN PUBLIC R.O.W. 8. ALL CASTINGS SHALL BE NEENAH OR APPROVED EQUAL. LYMAN BOULEVARD f CONNECT TO " 7� EXISTING SANITARY SANITARY _ SEWER . SEWER FORCEMAIN. MANHOLE 1 nil '\ 1 1 I � I i I F I i 4 ,s 14 11 I X41 r � I I i i I I ; L: 1w '3 I I t I CONTRACTOR TO_/I COORDINATE WITH MAGELLAN ON GAS PIPELINE CROSSING I 4" SANITARY SEWER FORCEMAIN. I FORCEMAIN ALONG HWY 101 TO BE DIRECTIONALLY BORED IF NECESSARY TO AVOID SMALL UTILITY CONFLICTS AND HWY 101Y DISTURBANCE. ----SOUTH LINE OF THE NORTH 730.00 FEET AS MEASURED ALONG WEST LINE OF SEC. i & . . .. . . rareaxue envmev. eo .. i V3 IJ i �. . . . . . . . . . I - j MATCHI'LINE _ L LU W no GONYEA HOMES & REMODELINGS 1000 BOONE AVE N, SUITE 400 GOLDEN VALLEY, MN 55427 OFFICE: 763-432-4500 FAX: 763-432-4501 ALLIANT ENGINEERING 233 Park Ave S, Ste 300 Minneapolis, MN 55415 612.758.3080 MAIN 612.758.3099 FAX www.alliant-inc.com O O 0 n M L0 L0 � Q J F_ CO O 1n V) LI z z J � 1L1 NQ •.. Q Y/ Q rn U J Q M M Cn M� cc z W a z IL I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed PROFESSIONAL ENGINEER under the laws of the State of MINNESOTA MARK RAUSCH, PE Date License No. QUALITY ASSURANCE/CONTROL BY DATE DATE ISSUE PROJECT TEAM DATA DESIGNED: MPR DRAWN: ELL PROJECT NO: 215-0119 if• SHEET 18 of 32 i 1 1 a� f I I II k i1 I 00 � N. N LINE OF THE SE //4 OF NE 1/4 OF SE l/4 OF SEG 23 — Vic I I I d I, I - GUAEtEY P.RL � 1 �I - I y %• I i j I Q d SOUTH LINE OF THE NORTH 730.00 FEET j j _ AS MEASURED ALONG WEST LINE OF SEG 24 O 25 50 100 EDGE WETUND / ) ' WETLAND l _0 4 \ I I i —�M. . . . . . . . — PER K✓OLHAUG EN✓.SERV. CO SCALE IN FEET \ Mme\ aM i- - - - - - - Q)M . . • • . . - '\ / j . , 4" S TARY WE a wti/ . FORC AIN. L: ; �I /41If N T 4 /// /^ \\- - - - - - - -FES 04- _Z 4 / O 4 I 35'i x t'th{ _ N \ \- I "' 4 W� FIRE H1JDR \ \1� 11 // // \ \ . MH 03 ED TLAND . • e _ v �v OUTLOT A ��/�/jOUTLOT A a r. 3� WETLAND 1 _ v I ! �� // f NN\ 15. > l �CB 01 . I FES 02 N ~� (10-214W) > � - WETLAND Q — PER K✓OLHAUG ENV. SERV. CO-__ IY` 1 r I V W/ — < 2 �; I / \ FORCE h AL�IG HW 101 I 14 . i I L_ I TO BE DI 1=CTIQ�JgLUY2 BRED / 1 Ir I 1 I FES 19 IF NEC S �1RY T P I' < _ i = S 4 i \ SMALL i ITY CO FL TS �. 1 / - a < (' �.� � /. - - - - - - - - - - , - '11,- � � � �, \s,- � T � i — — FIRE HYDRA T f_:- � J AND H 01Y DISTURBANCE. 1 I IT.-.- '; A..—.._...--'---- _ ` ) / - - - - - - - - - - - - - i ; r << v IL G.V. I -TI I ._ v - - - - - - - - - \ < ( W/ 6 T \ 7 \' I I` (-----------�TYP.� -_ I _ _j BMH 17 hl. I TCBMH 18 ? i r---- ` \ y1! _ - _ _ _ _ • - - - - - /' ' M j \\ \\ I N MH 13 / 4+00 - > 3+00 2+00 \ , I +00 ��M �. . . - _ _ . . . // \\ { 1 E\H RAN. ^ �` 5k0� a M SAN MH ------- \ I mow_ G.V. ` \ -__-- ►� _ r_CB 16 �e F_ WETLAND l PER K✓OLHAUG EV.NSERV. COQ — _ - _ r I yy yy i \ . 1_ • . . . . • . • . . . . \ 8" I I L`7 I 1 e. fil � i - i - II iN 0 1 1 2 1 I MH 40 \ / 4 5A E tii it if - /• - _ _ / / ` \ \ \ / i 3 / / \ \ L; \ \ \ W M `C i i --' -- I i fir` Iglu 1� li o W I / ,, I I I FORCEMA N. I \tj: A I z <• _ _ _ _ . _ // - �\ \�� //5 a ��\ \ 1 \ 11 1 I I SEWER I q,; I ril tE 1z ✓ - - - - • - - - 'SAN MH 16 / FES 4 FES 25 / r- /� \ 2 r'J\ \ I I I I j I I I / MH 24 10 1-,71/ \ \ ., �� 10 \ I v I I�BLOCK 61� � I o YDR I no 11 FIRE H T L I SA / ff \ 1 I I N cw� �H sE l \ THE s� yC4 oRsec z3 f ! / _ < \ \ �\ \\ SAN 'E: EiU.?„ (TY — H 17 I I I I I / �3 4' 3 % SAI Y SEWER \ FORCEM \/ -- - ---------------------- 1 -_ _ _ I04 i 11 OUTLOTA 17 �' // / I II �oo / vv i r' — - /118 . . . . . . . . . . . . PV /,I `Y, \ �i I L(� kl w I K FIRE }iYDRAN _ o ^�_ / I 4 \�� - - - _ _ / I \ FIRE HYDRANT / i I - Wt� 6" G: I I / ) / ./ . W ET. 1 /_,� , 16 ;'' I , rt�� /... - _ .... P LEGEND. W-6TG.V' LEB H 3 C YT i /_ . . _ . _ . . _ ..� �ALANOVtp50V'Co 1 /PER K'Ra- / > PROPOSED STORM SEWER — — — — — j / \� / • / 11 —► ► ►— PROPOSED SANITARY SEWER CM 1 I I Jtti �► �► PROPOSED SANITARY SEWER FORCEMAIN ;W4g 12 I — w — - - l - I -7:0 - - _ /j t _ — 1-1-1— PROPOSED WATERMAIN I N Hr B 20 \ - - - - - -� - - - - - - - - PROPOSED CATCH BASIN 18 �" I r I I I � O L T F I WET. 3p � _� - ` c •rr% — � PROPOSED SANITARY MANHOLE W. 3p I /GE WIE 15 > �i ^ \\ + I _/ / r H PROPOSED GATE VALVE PROPOSED HYDRANT CBMH 376%� > _ — — — — — _ — i — _ I/ — — i EXISTING GATE VALVE L— — — — — — — — ——, EXISTING HYDRANT L y EXISTING WATERMAIN its ^ i C LOCK III EXISTING CATCH BASIN CB 37A \ • . • . . . w - - - / / I irL'' s C E kc { / " 4 - l y Iu E"£R' •FOP ! "' Rl' / •� I.!'`l '/ ?�... ORM SEWER .. s . . WL— �� I S —"— --r -- EXISTING STORM SEWERL �OUTLOTC �.- �" 14 / /..f -- O i / ' A_ AN MH 23 / /� ._1 / • j y WCTLA &'SERV• CO ,At- - - �. \ M1, ;�/ ,. / 0 5-�fi- _ % I'1 \ EXISTING SANITARY MANHOLE w c . / t KJOLHAUG . / - - - - H 3� -� l i 13 / / O r 1 r� II I,' ��t I I EXISTING SANITARY SEWER PEti1/ETLAND 2 _ Mf. 8" Pv o� 1, J I I L_"__ -- -` I — _a -•.-a-•• WETLAND LIMITS * G GONYEA HOMES & REMODELINGS 1000 BOONE AVE N, SUITE 400 GOLDEN VALLEY, MN 55427 OFFICE: 763-432-4500 FAX: 763-432-4501 ALLIANT ENGINEERING 233 Park Ave S, Ste 300 Minneapolis, MN 55415 612.758.3080 MAIN 612.758.3099 PAx www.alliant-inc.com MARK RAUSCH, PE Date License No. i QUALITY ASSURANCE/CONTROL BY DATE DATE ISSUE PROJECT TEAM DATA DESIGNED: MPR DRAWN: ELL PROJECT NO: 215-0119 19 SHEET 19 of 32 rQ r M Lr) _ja > _jm O (/') a /) Z Z Z JIL Q aW Z a O (n 2_ cD = J J 0 W O Ln H LL rn U d I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed PROFESSIONAL ENGINEER under the laws of the State of MINNESOTA MARK RAUSCH, PE Date License No. i QUALITY ASSURANCE/CONTROL BY DATE DATE ISSUE PROJECT TEAM DATA DESIGNED: MPR DRAWN: ELL PROJECT NO: 215-0119 19 SHEET 19 of 32 OSE O OF E OF SE 114 OF SE Zia ttL DO 0 A ' �k° o m �� GONYEA a 1 I: _ _� l \l _\Im / _ s N n m // \ m� m ol, I HOMES & REMODELINGS nti — w `7 < - 00 < /� I 1 r z C 1 h IICz 1000 BOONE AVE N, SUITE 400 \ ® z m \ ' I N7 — y — . ° A / . \ 1'\ <NO 0° l 1 r \ I ; , ^ , • GOLDEN VALLEY, MN 55427 L �r—' ti \ 1 _ , — = 4+00 v z \\ z a O-1 h' OFFICE: 763-432-4500 FAX 763 432-4501 g I \ — D I � � O 0 25 50 100 [) . \m 1 SCALE IN FEETM DO ----- \ C) D QO 'Cpl Z 1 —\ALLIANT\' \ / \ I I \ ENGINEERING v C. i A — 7 V ? 233 Park Ave S, Ste 300 I DO // `\ u, a+� �\� /; _l y / Minneapolis, MN 55415 = / 612.758.3080 MAIN -- 7 - z _/ / \ \ �- x _ I � / � / 3k i \ � / = 612.758.3099 FAx www.alliant-inc.com rn - 1 rte\ i // <' > _ 0FW r \ \ Z 00 � _ P �~•1--�... I yam— I L "O1: vc' z �► / � \ Ccs — �\ Jf-''�V ;., \ \ N \ Ln rz, E VztLn I/ v A I i I -t1 x 00 cy rte. o _ _ / n LA ri • q o s m o z .I'+'I 9'00 a 1 Gw l r \ 00 �- - - - -- I r 4, r / �/ j ar ��o�a \ ' I O �. Al OF THE E l/z n f191/9 OF SE 114 OFSG 7fi / / L / � / L— _/ -[I W 02'05"E 1320.93- OmC�m / L ------J -- J———————J— — — — — —— L-- J l OC;Om0� I \ �\ / w \\ DO z \ \ \ 3 LEGEND. 1\ _ \ > PROPOSED STORM SEWER W \\ . \\ \ I/ `\\1\ / \/\m } N \\ —► ► ►— PROPOSED SANITARY SEWER �►—�► PROPOSED SANITARY SEWER FORCEMAIN w \ \ t 4 f \ \ \ —I I— PROPOSED WATERMAIN \. \ `' - _ 0, PROPOSED CATCH BASIN PROPOSED SANITARY MANHOLE M 0 \ \ \ Ln N PROPOSED GATE VALVE r \yz \ \ PROPOSED HYDRANT D O \ \ \ \ I \\ r{ m \ \ / Cf)/ ~' °d EXISTING GATE VALVE o z rrl \ \ I .. } EXISTING HYDRANT a —I — EXISTING WATERMAIN \ na \ z _ \\ PROJECT TEAM DATA 2 0 -0o \ I\ \, fit\ �'Q / tr I 1 = `o � DESIGNED: MPR EXISTING CATCH BASIN DRAWN: ELL w EXISTING STORM MANHOLE=0. »-- » -- EXISTING STORM SEWER i 01 c \ — — — — — — — — — — — — — — ~ °`I' L ° — — PROJECT N0: 215–Oi 19 rq EXISTING SANITARY MANHOLE ` ----- -----1---- -o o ------o— EXISTING SANITARY SEWER WETLAND LIMITS \> \ m a O_ r_�..x-- .. %-_ _k _T ..-...➢ `( v -X h y z HRS �NCI M D � D Ul Lr)N OSE O OF E OF SE 114 OF SE Zia ttL DO 0 A ' �k° o m �� GONYEA a 1 I: _ _� l \l _\Im / _ s N n m // \ m� m ol, I HOMES & REMODELINGS nti — w `7 < - 00 < /� I 1 r z C 1 h IICz 1000 BOONE AVE N, SUITE 400 \ ® z m \ ' I N7 — y — . ° A / . \ 1'\ <NO 0° l 1 r \ I ; , ^ , • GOLDEN VALLEY, MN 55427 L �r—' ti \ 1 _ , — = 4+00 v z \\ z a O-1 h' OFFICE: 763-432-4500 FAX 763 432-4501 g I \ — D I � � O 0 25 50 100 [) . \m 1 SCALE IN FEETM DO ----- \ C) D QO 'Cpl Z 1 —\ALLIANT\' \ / \ I I \ ENGINEERING v C. i A — 7 V ? 233 Park Ave S, Ste 300 I DO // `\ u, a+� �\� /; _l y / Minneapolis, MN 55415 = / 612.758.3080 MAIN -- 7 - z _/ / \ \ �- x _ I � / � / 3k i \ � / = 612.758.3099 FAx www.alliant-inc.com rn - 1 rte\ i // <' > _ 0FW r \ \ Z 00 � _ P �~•1--�... I yam— I L "O1: vc' z �► / � \ Ccs — �\ Jf-''�V ;., \ \ N \ Ln rz, E VztLn I/ v A I i I -t1 x 00 cy rte. o _ _ / n LA ri • q o s m o z .I'+'I 9'00 a 1 Gw l r \ 00 �- - - - -- I r 4, r / �/ j ar ��o�a \ ' I O �. Al OF THE E l/z n f191/9 OF SE 114 OFSG 7fi / / L / � / L— _/ -[I W 02'05"E 1320.93- OmC�m / L ------J -- J———————J— — — — — —— L-- J l OC;Om0� I \ �\ / w \\ DO z \ \ \ 3 LEGEND. 1\ _ \ > PROPOSED STORM SEWER W \\ . \\ \ I/ `\\1\ / \/\m } N \\ —► ► ►— PROPOSED SANITARY SEWER �►—�► PROPOSED SANITARY SEWER FORCEMAIN w \ \ t 4 f \ \ \ —I I— PROPOSED WATERMAIN \. \ `' - _ 0, PROPOSED CATCH BASIN PROPOSED SANITARY MANHOLE M 0 \ \ \ Ln N PROPOSED GATE VALVE r \yz \ \ PROPOSED HYDRANT D O \ \ \ \ I \\ r{ m \ \ / Cf)/ ~' °d EXISTING GATE VALVE o z rrl \ \ I .. } EXISTING HYDRANT a —I — EXISTING WATERMAIN \ na \ z _ \\ PROJECT TEAM DATA 2 0 -0o \ I\ \, fit\ �'Q / tr I 1 = `o � DESIGNED: MPR EXISTING CATCH BASIN DRAWN: ELL w EXISTING STORM MANHOLE=0. »-- » -- EXISTING STORM SEWER i 01 c \ — — — — — — — — — — — — — — ~ °`I' L ° — — PROJECT N0: 215–Oi 19 rq EXISTING SANITARY MANHOLE ` ----- -----1---- -o o ------o— EXISTING SANITARY SEWER WETLAND LIMITS \> a M Lr)N uj iJQr \ m O W a EzZ CL a I -z z a O <w LLI N < 0 a W J ,i Z O O) U IL I hereby certify that this plan, . specification, or report was \ prepared by me or under my direct supervision and that I am a duly Licensed PROFESSIONAL ENGINEER under S the laws of the State of MINNESOTA MARK RAUSCH, PE Date License No. QUALITY ASSURANCE/CONTROL BY DATE DATE ISSUE 20 I in SHEET 20 of 32 STORM SEWER SCHEDULE: MH/CB P. DIA. P. SLOPE P. TYPE PIPE FROM TO RIM STR CAST BUILD FROM TO D [IN] S [FT/FT] LENGTH [FT] INVERT INVERT ELEV TYPE TYPE [FT] CB 01 FES 02 12 0.0040 RCP 75.9 904.30 904.00 907.50 27 R-4342 3.20 MH2 MH 1 - LIFT STATION 8 0.0050 167.8 884.94 884.10 896.65 48 11.71 SDR -35 PVC MH 3 MH 03 FES 104 15 0.0100 RCP 32.1 904.00 903.68 907.31 48 R-4342 3.31 8 0.0200 252.5 890.96 885.91 909.76 48 18.80 SDR -26 PVC MH5 MH4 8 CB 10 CBMH 11 12 0.0110 HDPE 119.6 911.80 910.48 915.50 27 R-4342 3.70 CBMH 11 CBMH 12 18 0.0050 RCP 31.0 909.98 909.83 914.23 48 R -3067-V 4.25 CBMH 12 CBMH 15 24 0.0040 RCP 141.7 909.33 908.76 914.23 60 R -3067-V 4.90 CB 13 CBMH 14 18 0.0022 RCP 96.0 905.43 905.22 909.63 2x3 R -3067-V 4.20 CBMH 14 CBMH 15 18 0.0022 RCP 66.2 905.22 905.07 912.09 48 R -3067-V 6.87 CBMH 15 CBMH 18 24 0.0036 RCP 248.5 905.07 904.18 915.85 60 R -3067-V 10.78 CB 16 CBMH 17 12 1 0.0050 RCP 34.2 908.84 908.67 912.54 2x3 R -3067-V 3.70 CBMH 17 CBMH 18 12 0.0060 RCP 101.0 908.57 907.96 912.83 48 R -3067-V 4.26 CBMH 18 FES 19 27 0.0030 RCP 55.3 904.17 904.00 914.85 60 R -3067-V 10.68 MH 14 8 0.0050 109.7 899.14 898.59 910.25 48 11.11 SDR -35 PVC MH 16 MH 11 CB 20 CBMH 21 15 0.0050 RCP 50.9 912.05 911.80 916.00 27 R-4342 3.95 CBMH 21 CBMH 22 15 0.0060 RCP 105.8 911.70 911.06 917.78 48 R -3067-V 6.08 CBMH 22 CBMH 23 15 0.0080 RCP 31.0 910.96 910.71 916.32 48 R -3067-V 5.36 CBMH 23 MH 24 15 0.0890 HDPE 140.1 910.46 898.00 916.33 48 R -3067-V 5.87 MH 24 FES 25 24 0.0025 RCP 23.1 895.06 895.00 902.00 48 R-1642 6.94 1 917.72 48 12.49 SDR -35 PVC MH 22 MH 21 8 0.0050 78.6 905.72 905.33 920.89 CB 30 CBMH 31 12 0.0050 RCP 31.7 918.39 918.23 922.09 2x3 R -3067-V 3.70 CBMH 31 CBMH 34 12 0.0050 RCP 149.9 918.13 917.38 922.25 48 R -3067-V 4.12 CB 32 CBMH 33 12 0.0050 RCP 31.1 921.11 920.95 924.81 2x3 R -3067-V 3.70 CBMH 33 CBMH 34 12 1 0.0100 RCP 49.6 920.85 920.36 924.87 48 R -3067-V 4.02 CBMH 34 CBMH 35 15 0.0050 RCP 56.0 917.13 916.85 925.02 48 R -3067-V 7.89 CBMH 35 CBMH 36 18 0.0220 RCP 51.8 916.75 915.61 923.12 48 R -3067-V 6.37 CBMH 36 CBMH 38 18 0.0250 RCP 129.1 915.51 912.29 920.25 60 R -3067-V 4.74 CB 37a CBMH 37b 12 0.0220 HDPE 25.0 915.30 914.75 919.00 27 R-4342 3.70 CBMH 37b CBMH 38 12 0.0220 RCP 90.4 914.65 912.66 918.45 48 R -3067-V 3.80 CBMH 38 CBMH 39 18 0.1000 HDPE 139.8 912.19 898.21 918.45 48 R -3067-V 6.26 CBMH 39 FES 40 24 0.0025 RCP 271 895.07 895.00 904.00 48 R-1642 8.93 MH 40 FES 41 24 0.0050 RCP 29.36 892.50 892.35 895.80 27 R-4342 3.30 CB 50 CBMH 51 15 0.0050 HDPE 38.7 912.05 911.86 916.00 27 R-4342 3.95 CBMH 51 CBMH 52 15 0.0050 RCP 40.8 911.76 911.55 916.50 48 R -3067-V 4.74 CBMH 52 CBMH 53 15 0.0100 RCP 37.4 911.45 911.08 916.80 48 R -3067-V 5.35 CBMH 53 CBMH 54 15 0.0850 HDPE 164.3 910.98 897.01 916.95 48 R -3067-V 5.97 CBMH 54 MH 55 18 0.0500 HDPE 62.4 896.76 893.64 901.00 48 R-4342 4.24 MH 55 FES 56 24 0.0025 1 RCP 25.4 891.06 891.00 898.50 60 R-1642 7.44 CB 60 CBMH 61 12 0.0050 RCP 31.0 892.12 891.97 895.32 2x3 R -3067-V 3.20 CBMH 61 CBMH 63 15 0.0040 RCP 107.7 891.77 891.33 895.32 48 R -3067-V 3.56 CB 62 CBMH 63 15 0.0050 RCP 31.0 894.32 894.17 898.27 2x3 R -3067-V 3.95 CBMH 63 FES 64 21 0.0040 RCP 42.5 891.17 891.00 898.27 60 R -3067-V 7.10 FES 70 MH 72 15 0.0050 RCP 40.3 892.00 891.80 NA NA NA NA CB 71 MH 72 15 0.0050 HDPE 35.1 888.00 887.82 891.80 48 R-4342 3.80 MH 72 FES 73 15 0.0050 RCP 97.7 884.50 884.01 895.00 48 R-1642 10.50 SANITARY SEWER SCHEDULE: MH MH PIPE PIPE PIPE INVERT INVERT RIM ELEV STRUCTURE MANHOLE PIPE TYPE FROM TO O.D. SLOPE LENGTH FROM TO SIZE BUILD MH 1- LIFT STATION LIFT STATION CONNECTION 3458.0 884.00 908.00 897.49 NA 13.49 SDR -35 PVC MH2 MH 1 - LIFT STATION 8 0.0050 167.8 884.94 884.10 896.65 48 11.71 SDR -35 PVC MH 3 MH 2 8 0.0050 154.5 885.81 885.04 896.02 48 10.21 SDR -35 PVC MH 4 MH 3 8 0.0200 252.5 890.96 885.91 909.76 48 18.80 SDR -26 PVC MH5 MH4 8 0.0200 96.8 893.00 891.06 916.57 48 23.57 SDR -26 PVC MH 6 MH 5 8 0.0050 104.5 893.62 893.10 922.69 48 29.07 SDR -18 PVC MH 7 MH 6 8 0.0050 120.4 894.32 893.72 923.33 48 29.01 SDR -18 PVC MH 8 MH 7 8 0.0050 120.6 895.03 894.42 918.80 48 23.77 SDR -26 PVC MH 9 MH 8 8 0.0050 157.0 895.91 895.13 916.68 48 20.77 SDR -26 PVC MH 10 MH9 8 0.0050 139.6 896.71 896.01 915.51 48 18.80 SDR-26PVC MH 11 MH 10 8 0.0050 239.6 898.01 896.81 916.35 48 18.34 SDR -35 PVC MH 12 MH 11 8 0.0050 89.3 898.55 898.11 917.26 48 18.71 SDR -26 PVC MH 13 MH 12 8 0.0050 184.8 899.58 898.65 915.04 48 15.46 SDR -35 PVC MH 14 MH 11 8 0.0050 76.3 898.49 898.11 913.25 1 48 14.76 SDR -35 PVC MH 15 MH 14 8 0.0050 109.7 899.14 898.59 910.25 48 11.11 SDR -35 PVC MH 16 MH 11 8 0.0050 118.7 907.60 907.01 919.93 48 12.33 SDR -35 PVC MH 17 MH 16 8 0.0500 94.4 912.42 907.70 925.98 48 13.56 SDR -35 PVC MH 18 MH 6 8 0.0050 201.3 902.63 901.62 925.58 48 22.95 SDR -26 PVC MH 19 MH 18 8 0.0050 65.5 903.05 902.73 926.30 48 23.25 SDR -26 PVC MH 20 MH 19 8 0.0050 233.0 904.32 903.15 924.86 48 20.54 SDR -26 PVC MH 21 MH 20 8 0.0050 161.2 905.23 904.42 1 917.72 48 12.49 SDR -35 PVC MH 22 MH 21 8 0.0050 78.6 905.72 905.33 920.89 48 15.17 SDR -35 PVC MH 23 MH 18 1 8 0.0050 59.9 903.03 902.73 923.42 48 20.39 SDR -26 PVC MH 24 MH 23 8 0.0050 41.6 903.33 903.13 920.96 48 17.63 SDR -35 PVC MH 25 MH 24 8 0.0050 129.0 904.08 1 903.43 917.30 1 48 13.22 SDR -35 PVC .i GONYEA HOMES & REMODELINGS 1000 BOONE AVE N, SUITE 400 GOLDEN VALLEY, MN 55427 OFFICE: 763-432-4500 FAX: 763-432-4501 ALLIANT ENGINEERING 233 Park Ave S, Ste 300 Minneapolis, MN 55415 612.758.3080 MAIN 612.758.3099 FAx www.alliant-inc.com 0 O O 0 M D Q -jt- m 0 V) LIJ Z Z -Z --j:2 IL I.- < LLJ wN Q C� _ O Z Ol U J rQ G M M Cn a Q _Z W W LU 0 W 2 U Cl) J I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed PROFESSIONAL ENGINEER under the laws of the State of MINNESOTA MARK RAUSCH, PE Date License No. QUALITY ASSURANCE/CONTROL BY DATE DATE ISSUE PROJECT TEAM DATA DESIGNED: MPR DRAWN: ELL PROJECT NO: 215-0119 21 SHEET 21 of 32 GONYEA HOMES & REMODELINGS 1000 BOONE AVE N, SUITE 400 GOLDEN VALLEY, MN 55427 OFFICE: 763-432-4500 FAX: 763-432-4501 ALLIANT ENGINEERING 233 Park Ave S, Ste 300 Minneapolis, MN 55415 612.758.3080 MAIN 612.758.3099 FAx www.alliant-inc.com 0 O O 0 M D Q -jt- m 0 V) LIJ Z Z -Z --j:2 IL I.- < LLJ wN Q C� _ O Z Ol U J rQ G M M Cn a Q _Z W W LU 0 W 2 U Cl) J I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed PROFESSIONAL ENGINEER under the laws of the State of MINNESOTA MARK RAUSCH, PE Date License No. QUALITY ASSURANCE/CONTROL BY DATE DATE ISSUE PROJECT TEAM DATA DESIGNED: MPR DRAWN: ELL PROJECT NO: 215-0119 21 SHEET 21 of 32 0 50 100 200 SCALE IN FEET A-- --.n- WETLAND 2 WETLAND 3 WETLAND BUFFER WITHIN LOTS 1, 2, BLOCK 4 WETLAND 4p ■ WETLAND SUMMARY LOCATION WETLAND CLASSIFICATION AREA WILSON 1 MANAGE 1 367,654 SF (8.440 AC) WILSON 2 MANAGE 1(ASSUMED) 6,840 SF (0.157 AC) WILSON 3 MANAGE 2 3,137 SF(0.072 AC) WILSON 4 MANAGE 2 187,925 SF (4.314 AC) WILSON 4a MANAGE 2 2,837 SF (0.065 AC) PAULSON 1p MANAGE 1 PAULSON 2p MANAGE 1(ASSUMED) PAULSON 3p MANAGE 3(ASSUMED) PAULSON 4p MANAGE 2 NOTE: WETLAND DELINEATIONS ON THE PAULSON PROPERTY ARE ONGOING AND NOT CONFIRMED OR APPROVED AT THE TIME OF THE PRELIMINARY SUBDIVISION SUBMITTAL (THUS AREAS HAVE NOT BEEN LISTED). WETLAND CLASSIFICATIONS OF WETLANDS 2, 2p,AND 3p ARE ASSUMED; A MnRAM ANALYSIS IS UNDERWAY TO CONFIRM CLASSIFICATIONS OF THOSE WETLANDS. THE OTHER WETLANDS 1, 3, 4, 1p, AND 4p ARE CLASSIFIED CONSISTENT WITH THE CITY OF CHANHASSEN'S WETLAND MANAGEMENT DATA. WETLAND BUFFER CALCULATION ASSUMED BUFFERING REQUIREMENTS: THE CITY OF CHANHASSEN AND RILEY PURGATORY BLUFF CREEK WATERSHED DISTRICT HAVE BUFFER REQUIREMENTS PER WETLAND CLASSIFICATION. THE BUFFER REQUIREMENTS ARE AS FOLLOWS: Local Governmental Unit City of Chanhassen Riley Purgat Bluff Creek Watershed District Wetland Classification Buffer Strip Requirement Principal Structure Setback to Buffer Accessory Structure Setback to Buffer Wetland Classification Average Buffer Width Required Min. Buffer Width Required 24,317 SF 30' 3 310 LF 12,422 SF 20' 4 OUTSTANDING 50 50 50 N/A BUFFER CALC. SEE NOTE PRESERVE 40 40 20 EXCEPTIONAL 80 40 MANAGE 1 2530 119 LF 15 HIGH 60 30 MANAGE 2 20 ,0 15 MEDIUM 40 20 MANAGE 3 1 16.5 30 15 LOW 20 10 WETLAND FRONTAGE BUFFER AREA MIN, BUFFER WIDTH 1 1,555 LF 94,776 SF 30' 2 405 LF 24,317 SF 30' 3 310 LF 12,422 SF 20' 4 969 LF 39,028 SF 20' 4a OMITTED FROM BUFFER CALC. SEE NOTE 1P 236 LF 30' 2p 89 LF 30' 3p 119 LF 16.5' DUE TO PROXIMITY TO WETLAND 2p and 3p BUFFER CALC IS DONE COMPOSITELY 1p+2p+3p 444 LF 26,675 SF 16.5'-30' 4p 334 LF 14,993 SF 20' NOTES: AVG. WIDTH 60.9' 60.0' 40.1' 40.3' 44.9' 60.1' BUFFER DETERMINATIONS MAY REQUIRE ADJUSTEMENT BASED ON FINAL DELINEATION AND MnRAM DETERMINATIONS AN SMALL IMPACT IS PROPOSED TO WETLAND 4a TO CONSTRUCT A ROADWAY CONNECTION TO THE PROPERTY TO THE SOUTH. THE REMAINING PORTION OF 4a TO REMAIN WILL BE WITHIN THE WETLAND BUFFER PROVIDED FOR WETLAND 4. WETLAND IMPACT DATA WETLAND IMPACT: WETLAND 4A = 1,841 SF (OFFSITE MITIGATION IS PROPOSED) LEGEND: EASEMENT LINE BUILDING SETBACK PROPERTY LINE LOT LINE — — ROW —WL— WL— WETLAND DELINEATION — WETLAND BUFFER O WETLAND BUFFER MONUMENT WETLAND BUFFER STRIP WETLAND IMPACT GONYEA HOMES & REMODELINGS 1000 BOONE AVE N, SUITE 400 GOLDEN VALLEY, MN 55427 OFFICE: 763-432-4500 FAX: 763-432-4501 ALLIANT ENGINEERING 233 Park Ave S, Ste 300 Minneapolis, MN 55415 612.758.3080 MAIN 612.758.3099 FAX www.alliant-inc.com 0 In 0 Q J ~ M O V) 1n LLI Z Z Z Q J ]i CL �z Q W W N Q C� _ tin Q r- S O) U a m D a cc a Cz G W cc a z 45 IL z 2 LUV a z Ca G z W I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed PROFESSIONAL ENGINEER under the laws of the State of MINNESOTA MARK RAUSCH, PE Date License No. QUALITY ASSURANCE/CONTROL BY DATE DATE ISSUE PROJECT TEAM DATA DESIGNED: MPR DRAWN: ELL PROJECT NO: 215-0119 22 SHEET 22 of 32 J GONYEA HOMES & REMODELINGS 1000 BOONE AVE N, SUITE 400 GOLDEN VALLEY, MN 55427 OFFICE: 763-432-4500 FAX: 763-432-4501 ALLIANT ENGINEERING 233 Park Ave S, Ste 300 Minneapolis, MN 55415 612.758.3080 MAIN 612.758.3099 FAX www.alliant-inc.com 0 In 0 Q J ~ M O V) 1n LLI Z Z Z Q J ]i CL �z Q W W N Q C� _ tin Q r- S O) U a m D a cc a Cz G W cc a z 45 IL z 2 LUV a z Ca G z W I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed PROFESSIONAL ENGINEER under the laws of the State of MINNESOTA MARK RAUSCH, PE Date License No. QUALITY ASSURANCE/CONTROL BY DATE DATE ISSUE PROJECT TEAM DATA DESIGNED: MPR DRAWN: ELL PROJECT NO: 215-0119 22 SHEET 22 of 32 LEGEND ® EXISTING CANOPY COVERAGE ' PROPOSED CANOPY COVERAGE TO REMAIN FYISTINC,. C.AKIC)PY C()VFP 0110 w `/ F �>�v \E `N N L oaj `0Ns1RVG�\o O c GONYEA HOMES & REMODELINGS 1000 BOONE AVE N, SUITE 400 GOLDEN VALLEY, MN 55427 OFFICE: 763-432-4500 FAX: 763-432-4501 ALLIANT E N G1 N E E R1 N G 233 Park Ave S, Ste 300 Minneapolis, MN 55415 612.758.3080 MAIN 612.758.3099 FAx www.alliant-inc.com z a z 0 a aw w w - ^_ m a U) Q z > aa ,.l mo W J a \T V' ZZ > O v Ci a z 0 1.—z z LU > 0 LLIUj LLI N z � Q — 0110 w `/ F �>�v \E `N N L oaj `0Ns1RVG�\o O c GONYEA HOMES & REMODELINGS 1000 BOONE AVE N, SUITE 400 GOLDEN VALLEY, MN 55427 OFFICE: 763-432-4500 FAX: 763-432-4501 ALLIANT E N G1 N E E R1 N G 233 Park Ave S, Ste 300 Minneapolis, MN 55415 612.758.3080 MAIN 612.758.3099 FAx www.alliant-inc.com I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that 1 am a duly Licensed PROFESSIONAL ENGINEER under the laws of the State of MINNESOTA MARK RAUSCH, PE Date License No. QUALITY ASSURANCE/CONTROL BY DATE DATE ISSUE PROJECT TEAM DATA DESIGNED: MPR DRAWN: JG PROJECT NO: 215-0119 SHEET 24 24 of 32 z a z 0 a aw w w - ^_ m a U) Q z > aa mo W J a V' ZZ > O J CL a z 0 1.—z z LU > 0 LLIUj LLI N z � Q — X 0 LLI w Oa 0U a I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that 1 am a duly Licensed PROFESSIONAL ENGINEER under the laws of the State of MINNESOTA MARK RAUSCH, PE Date License No. QUALITY ASSURANCE/CONTROL BY DATE DATE ISSUE PROJECT TEAM DATA DESIGNED: MPR DRAWN: JG PROJECT NO: 215-0119 SHEET 24 24 of 32 dl 1 Ile II� • • IV o I - 1 ' 1 _ r tat s N LINE OF THE SE r/4 OF N£ �i .' i� i 1, 1 it 1�i V 114 OF SE 114 OF SEC 23 t'" � !i I I j GUARD RA:L 4 I ¢If l{+,a I ti • • i GONYEA \ lt'Ic14 II r / , 7335-1 HOMES & REMODELINGS - - 1000 BOONE AVE N, SUITE 400 GOLDEN VALLEY, MN 55427 d 1 y rnw Iwo \-ice--S Lr ! 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R'k/ .-.�_. - — 1 ..._�__-. , � ' uIn al {r �. { .- J f i • \ z ♦ i ~ �.. �• > a / ./ ,„ i / / , f.,...- .-. /a. ter_. - .-Y -'°_. _ 4'+- . z _ / 92 / \o I - _ ....�. N Q n ' hereby certify that this Ian, „ Jjjj r ,>r-- �' 1 / / dI ' ,�•^' - 6... 818. }f. -F k .. -. w _ 1 \ ,-. .t...a. % O / �! I .\4i { ,.G \_ j _ ..... •1g \ O ! f ` I /i I Y`7.6 ._-._i r1 }I , I -'Iz + 6 ) +- I P '' ( \ �\ \ p1; "7^.. / ! t t r G r-zsyyss� eq5 e .�'9 -r ' w !I �n 1 1 I / specification, or report was -o \/ J f/ I A L iJ tigq 7 h ao ,I A )! �>i,/ \.,. prepared b me or under m r - -! -! _ /� ,. / _ '_O _�_ '•r `/ / 1Sill! ,r -I D.Ii 02 Y Y \ / • d • 2248 j - {:� �7 �^ / - - ! I , r'a - direct supervision and that I I 02 // i - r qa'_ -• I; . r J -i \ \ a \ S @g / 23 - ze \�-2s o - y \589 ;; j [I--iB4a* , ` 1 __ a. �.' - I- 14 ; - am a duly Licensed d2249 } ��. \ 1 \ I / �,_ \ \ \ ` �- r :7 -,P - 1 x /� \ I 2nq \ I v { �1j y_ J - 5" `-3622 _ "" z 3j!! �-295 26931 I 21312 2655 I II 2658- t d { t- T ! PROFESSIONAL ENGINEER under \ . / ( a,� �y �/ ~ _?6 / 2650 - - �'�- J Bs3 - - ` sB6 s9r s6s9 �- - I' 1 j I ! ` the laws of the State of / -2245 225t 1 I \\ _ A-�-.. C¢ ( f/ �' J / / /� J / r \ 3624 \�y\'Y? 3` /\=i;'{ l MINNESOTA / f 1 ' 2F74•- \� -� ....., t -I � � �jt ; _._..- � 7 Za � �, s2s Y _ 2sr� ' u .-.� / - r I r � � 7�+ - - ,til i I i x 01 2 9 _ 1 I f t i I ;. { _ MARK RAUSCH, PE 2252. I4'4'�YfTI J \ / ! z` --'"V Il ' 2175 \ ,/ l';! • I t fir• i 1 _."_i_` @ 224'r 1[.y I >\ I 6 r' i JOG Ly/" 1. - 2�5B Y _ i .. \\ _..-S9 } j •� / \ " / _1 �. . ` �: 1 ! J I i j r� 1 / t t \ / , - , f Date n ✓ ! 1 4 ; r� / 1' License No. 2243 .i 3 "� ~ b? I " r L t' i \� \ \ r 235 -"� �'r.,,✓�o' • ( 2664 ,r j ! j' ! .- ✓'=-'` e l\ , \ I /" -., r-2645 f' (.. 1 I1 'I r \J 4z / ��•\J 2256 o - \ \ t \\ \ i r $ r� /• ,I� t 1 II 1 i l tl it Ir ;x1 r f'j QUALITY ASSURANCE/CONTROL '.rte .7" ! I p. 5 •� 7/ I+ I I r r' �\ 665 t ■ -./ 4; k�j /� (( / 22 � 2260 ;Zf� N� \�`flD -'r \ +\ ! ~ \ I t Imo, I , 264 is - — _ — C J 2253 d 0 - 1 \ \ �t _ \ + \ II , 1 \I, , 3 / �; la E _ _ - ET I BY DATE _______/ ,\:� ,\ ; tie - \\` _ i 2640 . 642 . 1 .+' 2261 esI' r..,. _.'� Y \ '1 , - 353-'� O7 i _ x_26 TLAND IP i� _ 2241 ,Q, - — m / c - " �` k� - -�G LEGEND DATE ISSUE -+ - 26'38 02641 - EN eZ16 go- 62- �� L- it �.� - - �' �� �� / e7KXN k --\ 5-6-16 CITY SUBMITTAL r N„ x \ + \ 'V x-2203 i 1 ~ I \��...- f , %r$•1 j,` / \ 524 -..� r \ \ s - �'' �`'�--_ I+�q,�- ! ' '� i I \: L '02699 - �,•_*• F-2670 , JJ % I .�,, _ '..i ■ - 22 4-..."�..� .�,�_ \ j 26 / r / i O EXISTING TREE TO REMAIN \ 1" �- 1 ri \ \\ �0e �_1- �/ .t _ _270° Ir�FL 1 Y x / 524 ..•-�� - ,�`- 1 1 7". / ,, ...,� v ,...� '....\ v�VIV - 1�\V 9�8__..--\ �I�e6g8-j!. I // d •�I EXISTING TREE TO BE REMOVED �LS— — \\ ©. I I `_ r ryo /� r \' -'a \ 1\ ®„ !!' \ I' 687 �Y t LJ � � I �- -- - -�---_ 2672 , .26 9_5 r,,.r `-- -._ �..� � � � TREE PROTECTION FENCE n 22 ----- —I \ + �r \ yt3 1 ,.2`\ >\ \ \ ti \ Iory>/ 1 7 oo ?3 rt. i - E e i / . _- �� A xi. A �. , .1 ( ,� 2 1 / '� / �75 i 238 \ 2219--q 11 '.�/ 4 _1�1`-.\ \\\� _ -- Ot 357 + _-2690•,,,1' /2(9B /l 12677/ 1- v .�''02681 X2682 / f IV i \ 1- / 1\ \ + 2889= `J • �-L-. l , \. tx \ \A 2221-1 f-. ..'� Q I/ 7 _ y, - - - - - - - - - - , \ ` ! r y y L� ? \ \ - - - \ 1 �7s TEAM D7 TA' 0 I _ \ /\ I/ 235s 2§92 �r ' 1 r 714 /1. J _ / \ \\� _ - -._.. „yry" 7 ,ryti� s/ �+.i `_- 696 12 78 \\! 1 DESOIGNED: JECT MPR _ _ j . % \ 1 / i �/ O\O DRAWN: JG I .2225- 2224 _ v ?� j3 ��� jj_/ L I� 1 "i 1 _ I L f}I 164s I � � �,, i ,:..,.... / /,.,� , \ � .� y3oa-'.,,- �� .- I,• , / __ � ._ -1- l r. moi' \ � I , / �� ••as PROJECT N0: 215-0119 fl2232. -._ _k\ / 7 r O t `I \ r :' 2 _ - 2679 r -zsao / . 1 1 i , g• 'i` ,1 \ "Ji"X02:.. - > 1 °�'' 2239--' ,_•„c ..- , OUTLOTC__2 ��_�_Ir FL7R . F. T� �.,. "x,� i 5��_2797 z2 M �-2226 !' 309 � ' �: �, ..- -•�() TLAND 2 V. Co /' k \` s i ! / 1 t j WE ENV. SER 2304^_-�.,...r .t_. -.,IL _ O ✓ 27 , .. - 'r .,,, -� / 1 }} Q }t1 2�° o • t$..5.j r 1 2-or#j 1 _- �`_ , I h; _ ! I ,►�' .r " ` 0 25 50 10 0 o HA 2237 K 25 218PEWETLAND 2305 _\ __ -' x2303 /^ q z3z SCALE IN FEET 313/ 95227 y J SHEET 25 of 32 LEGEND 524 4 EXISTING TREE TO REMAIN 634 EXISTING TREE TO BE REMOVED TREE PROTECTION FENCE z 0 25 50 100 SCALE IN FEET \ < `\ \ r t i f t `, \ \ \ 1 / , ` ®\ "ti \ �\ 1 \ '' \ I I1 /^w � J, r' \ `\ �\ \ i I ' r •� 1 � \ t, ---- 2239-1/ e x i a ?.....k........_ f J f 1 _ ! 1 1 1 1N \ `E-1 I / I T-29,1._-- k .._.g - y _k .. 1 i �\ 0 / i 1 -� . _ — x- #_x x.x....\..-x txT F t ; \ 1 1 1\ /. O a t - ( y. .- i n } i r OP47i / v { a f �Fx� \ \ t' \ 't 4 , I- -t- -`t -t- -1st �- - _ �-918_-..._-„..�.� ,.� j i j^1 l N %/ �( o n ) 70-P289,- 66 ✓ i'2245- VI t i t ! . 1 , t (. Jl / . ! ' 1 g 2245- ` (1 O 'i m 1F1t �1 c�orTHEE of �/N ? a /�\ N \ / / 1 t. I }ot / 1 S i 1209. a i i 1tt tt•t• ,I\ tt { ,� i. -t-- f. `, 7 I NN I '\p /� N /' f 1 '?• i { .� \J� j l j I ( INK” •I\\ \• •`1 I•• •t ',T• ! w i 1� 1 t' "'• ;' i't't �'+ �\ ri? -� 1 / 1 j l� j � � N ao o,. a /N r •; •{ I0im t t 1 1 i 7t n i -i-� J ! N Na y O �� / 1 v N �Q '� ` •E-215 • \ \ \ \�xti' \ 1 1 l N t ` i\ �t r \ • / N t �__ .,_}E `t ar.� N �' N l J N "�+ 2 ;.,J 'j t�' �` \, 1� yw / • 1 • \ • \ �' \ IXJ - I N % � � R; N Y I N � � I ' ' ? • t- � t I \ • \. N _ N O t y • n _ :. •� N { } f m=m t N �" HOMES GON ODE NGS \\\\,\ y \\�rn\ N 1' t { �l Na \ \ 0: 6s l' 1,.r ;,/ �D�Q R /, \\(� a, �bn \' I l ..�.\f7. \ v _ ,\ ( ,n O t N `\. _'v„ c� ,T� i, • I1 O ,^; t� \\ `� q� \ 4' i I t, 1 \ 1 \ 1< < N \ '2 r', , r— �, / �\`, _ N ' \ t. 1000 BOONE AVE N, SUITE 400 Y I N SF/f rf tl N \ + __ d- .. ♦ •� \m (• N �. � I , � � '; 'a+� 1 ,�" �,M• ,�. \ ,. GOLDEN VALLEY, MN 55427 1' \'\ S t \ \ ♦ \ — - F y N O ! t I t \1 OFFICE: 763-432-4500 00\, '�'\ � /I \ _ $4 r \ z z � I vy ! 1 I !� t _ � 'x, '_' •i.t tt pf-2225 ( _...(1 i I (N j ti �tt FAX: 763-432-4501 � � 1 �`i 4 t� O\ -R_v ��, x'i't`�� Nt I N N - .t •i.,�.� m t 29a i\ ' ��' • �_.� .ry' r m A ✓ • N • (• �{ t' \C% -.� .mss-.; { \ ' } "' t t \ i o ,� ry ++SSSCCLn///l/" '1_� / it t N 1 _ I 1 f t • i ! i �.. \ `'� \ n� µ`'-N: /\ T�' — - - -�'` -«• - __.t ! \ `v • \'-222 / f r I Y \ o i i V\. 1 \ \ i / l\f ! a \ \ 1 i \ \ nz 9 \ '\� 2226- \�•' f / r X�' �. i..:. ,.y,! J ,'1. } I `` T � y � ,�.zli \ \\ ;\\ \ \ \ i -it ,._. .-_'=._ I r , 2 296 / 2338. \ \ \ ?�, -� r ! 1 Will -NN Is 101 24%- ' \ t I @ _ , \N \ \ c.. / —{ to \ z \ -t \ \ ' ! n / p ,f J 6 r / -^' t `�. `\ x _ / 233 '-Y - , A \ A '+� r \ t` \ \2221 r ALLIANT 2495-J \% \\ \\\\ \\ \ \ �, ",, �� n '� �"`,. \ \ ' r 'ice \ .\ 1 \J __ i\,, • \ i i ,- f i ♦ , /.I� J 'I I. E N G I N E E R I N G 4 V\ T-- y V �/ J \ \ \` = \ ! -, _ 67 ' _i ^-! I f i r I r 233 Park Ave S, Ste 300 `v^ r� -_._ �/v-222 v I ,IIrI f rM `, Minneapolis, MN 55415 \ q , \ \ \ \„•v� "i r '� \ ... N t ''. t N l t t t / \' •O\�-24 \ �/ ! i-�0 `\�, , .�.J i jj4�..cr ! .f N 2420-J\vc?,' J r I it 1 ��. a `I 612.758.3080 MAIN -23 + / �- I � ! / t 612.758.3099 FAx \ \ _ _t ` www.alliant inc.com \ \/ // / ,,.�---�r.T _-_- -. _-hp`''�i�, t o,.��n?i` \. - \ \ , O / i \ \ �t rte- _ %! r If r i rf N ' r.. t �� C f N° O C D mV1►V �,/ rl /� f �'a� / \. An`2 �` / �\ X' 1- ...f / ,j % ; \ z r 1 t I,I f o O 0 z 1 \ \ ~' r I I t 1 i . �,-'° ".. 319- N i--2 f ` i� - .A 1.O 1 J �`z�5°?� JJ .g ; i l J / r 'rf f u` ,h� 2549• , iN I A, vt r A r 1~ J 0 i r u / ���/// d LI•Ry�• 1 wl t N !J._ ! , 't 'f / f % ]''� /1 -" �tamD i iiil I� / i{ t 1 t \ 35- u�1�� i•;7r ll \)/ // J Jf ,Y,t fit t, 1Lt-r^`- !11 moo MZ m m _ ZSO 2706-1 �t t -_-. ... . 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(• �!' Is "{66/,.`x•\\ •.. �.. �. c\ \ N `� '� ar--•-.. �L28 -m- \T \. � . \-'�� 'tv � � � 'n t SS %'"`Z`•�'4 k MARK RAUSCH, PE '�1y,1-- "-� � "`� \-�c. \ \,,` \ ' \ \ ; \ � \ \ \N \ \ \ \ \ t 1 ,1 �►,�t � y � � �i_. N N d \. y 1 � � �i � /. \� /�".3' h6gz-� j 1�'', . y t rz ,\' i • m 7'N r, tii \3 \ \. f 1i 5;6' J- / t \ \ 1 Date 4 License No. D QUALITY ASSURANCE/CONTROL 1 z 846. - mN N N nN< i -N \ . `..�� sC.v\v \. w`N vt\\ \ 1y��a�{\z��is\ EI:.t 1 t((tnN r�'V + t 1 i t 1 iti 1j • t tt } �+tn t t}1 t It ;{ �t t,i tt �t- `1t ,- / j�• !Yhc( -;'ti_,-�-{1`�// r4 1 i) /j�.. f \^"�' \•\\'! y�V '' y\ � }'bN�-vz\6\ i 1 \ \t. �t ,�`W• N I� '•/� ' M♦�. / 4 ►' l ; rY•'!\,'� ., �c z>�\. \ `•\\� ! ?\ ,l � li41 r N mayt .- iI { i �• 1iZ`".., `--�1t 6 �tz ; ��1� () \ Vt' + l BY DATE T-z7B`N` L♦ W DATE ISSUE i. If . j :1 i '} P -1,2838 833O '1-2768 W 2 t i S Q i t I t t ( LE l \♦ '7 `� y 1 p} i 9- •,\•� 2 y 10 (D 0�t b +.. .j\ 1 i �• t\ Z t � + '\ N .e3,y�-�� A A�i"'.�-,'1y I 1 i /vJ''y�1 A t ! s ` Ln f 6 1 t. \� 01 1 \ N .'�.....m N N \ • • t. '6 i• A ...i•.- •�- tato- / \i \ tA.A } Edi �\ \4 1 \ \ H�4a-J a D N O \.1 t t \ \ \ \ i \t tt� 101 O N y\ y j \ i { t 27971. %� I1/ \,\ �j �_Za45 O N 4 \ ' } t i 't \\1 t o\\ I \� \ \ \ \-. 0* \ w 6 1t d1:� I z67o a m , \ �: \ vm n \ty ', + t t \. n V / J / V t [j26 �i '�' \ '{ \ \ N t \ "h \\ N- 1 \ ,r'� JW ,, N ! 1 �� r 2680- \ r•� <e' l \\\ / \ \ 1 r ~� I j I-� i II I ^ r __ \ { \t' PROJECT TEAM DATA i 4"'"'" 'S"'*ri 2 q�j i t • t 1\\ y \ t t't 3 \ n- t \ 2666<� J 6_ I `. \ \\/ is ^' \ � t\ , \ � � N /' �` • '~,� I �, \ \ \ ' DESIGNED: MPR a w S !( t\ l \OjOini 1 \ r61 , N►-# / 1e y "`a m \ \ \' \ `m°. \ N �l `� — 49 J ` p �. .tr,-.-"'. _ r DRAWN: JG As • '•\\,\ �. , OW at - e. i t,r , . •., i'. \ \ 1- i'Si \ \ \ 'l \^n \ O 'iv tN — — — 1— — i — t �v f \� F' S L_ i.e — Oj PROJECT N0: 215-0119 +,,\� l \ • \ ' O ,fit\\a t' 1-N \ — — �, — \ `~ ~ _ — •—\ — —, - ,.'A--� �._t� 1" \ W \ y.1 '^� _ _ f T � _ l \ \ t rl \ It l } t + { A: ` �- ti; -., "�'�. _` -'r \ / A j / 1 1n+10 A`t -ti6o N 1 lit 1111 1 v n 26 Ile.m s / � N r tttttl\tt} } i � 1- \ �. 1 t\ \. �, rr `-\\ t i i l i t I � — ', v r v i , \ SHEET 26 of 32 (liitjf of ¢>iK>i i t I f li�lN I III t jw� ( j 'Iili1l (i;iljj r (ijjt,'1 1 f i f l i i iJtf f % !?tt ? ??I1r 1 �iitjl l f 1 1 1 ( £ f / If 1l f r r 1! r i r LEGEND 524 4 EXISTING TREE TO REMAIN 634 EXISTING TREE TO BE REMOVED TREE PROTECTION FENCE z 0 25 50 100 SCALE IN FEET \ < `\ \ r t i f t `, \ \ \ 1 / , ` ®\ "ti \ �\ 1 \ '' \ I I1 /^w � J, r' \ `\ �\ \ i I ' r •� 1 � \ t, ---- 2239-1/ e x i a ?.....k........_ f J f 1 _ ! 1 1 1 1N \ `E-1 I / I T-29,1._-- k .._.g - y _k .. 1 i �\ 0 / i 1 -� . _ — x- #_x x.x....\..-x txT F t ; \ 1 1 1\ /. O a t - ( y. .- i n } i r OP47i / v { a f �Fx� \ \ t' \ 't 4 , I- -t- -`t -t- -1st �- - _ �-918_-..._-„..�.� ,.� j i j^1 l N %/ �( o n ) 70-P289,- 66 ✓ i'2245- VI t i t ! . 1 , t (. Jl / . ! ' 1 g 2245- ` (1 O 'i m 1F1t �1 c�orTHEE of �/N ? a /�\ N \ / / 1 t. I }ot / 1 S i 1209. a i i 1tt tt•t• ,I\ tt { ,� i. -t-- f. `, 7 I NN I '\p /� N /' f 1 '?• i { .� \J� j l j I ( INK” •I\\ \• •`1 I•• •t ',T• ! w i 1� 1 t' "'• ;' i't't �'+ �\ ri? -� 1 / 1 j l� j � � N ao o,. a /N r •; •{ I0im t t 1 1 i 7t n i -i-� J ! N Na y O �� / 1 v N �Q '� ` •E-215 • \ \ \ \�xti' \ 1 1 l N t ` i\ �t r \ • / N t �__ .,_}E `t ar.� N �' N l J N "�+ 2 ;.,J 'j t�' �` \, 1� yw / • 1 • \ • \ �' \ IXJ - I N % � � R; N Y I N � � I ' ' ? • t- � t I \ • \. N _ N O t y • n _ :. •� N { } f m=m t N �" HOMES GON ODE NGS \\\\,\ y \\�rn\ N 1' t { �l Na \ \ 0: 6s l' 1,.r ;,/ �D�Q R /, \\(� a, �bn \' I l ..�.\f7. \ v _ ,\ ( ,n O t N `\. _'v„ c� ,T� i, • I1 O ,^; t� \\ `� q� \ 4' i I t, 1 \ 1 \ 1< < N \ '2 r', , r— �, / �\`, _ N ' \ t. 1000 BOONE AVE N, SUITE 400 Y I N SF/f rf tl N \ + __ d- .. ♦ •� \m (• N �. � I , � � '; 'a+� 1 ,�" �,M• ,�. \ ,. GOLDEN VALLEY, MN 55427 1' \'\ S t \ \ ♦ \ — - F y N O ! t I t \1 OFFICE: 763-432-4500 00\, '�'\ � /I \ _ $4 r \ z z � I vy ! 1 I !� t _ � 'x, '_' •i.t tt pf-2225 ( _...(1 i I (N j ti �tt FAX: 763-432-4501 � � 1 �`i 4 t� O\ -R_v ��, x'i't`�� Nt I N N - .t •i.,�.� m t 29a i\ ' ��' • �_.� .ry' r m A ✓ • N • (• �{ t' \C% -.� .mss-.; { \ ' } "' t t \ i o ,� ry ++SSSCCLn///l/" '1_� / it t N 1 _ I 1 f t • i ! i �.. \ `'� \ n� µ`'-N: /\ T�' — - - -�'` -«• - __.t ! \ `v • \'-222 / f r I Y \ o i i V\. 1 \ \ i / l\f ! a \ \ 1 i \ \ nz 9 \ '\� 2226- \�•' f / r X�' �. i..:. ,.y,! J ,'1. } I `` T � y � ,�.zli \ \\ ;\\ \ \ \ i -it ,._. .-_'=._ I r , 2 296 / 2338. \ \ \ ?�, -� r ! 1 Will -NN Is 101 24%- ' \ t I @ _ , \N \ \ c.. / —{ to \ z \ -t \ \ ' ! n / p ,f J 6 r / -^' t `�. `\ x _ / 233 '-Y - , A \ A '+� r \ t` \ \2221 r ALLIANT 2495-J \% \\ \\\\ \\ \ \ �, ",, �� n '� �"`,. \ \ ' r 'ice \ .\ 1 \J __ i\,, • \ i i ,- f i ♦ , /.I� J 'I I. E N G I N E E R I N G 4 V\ T-- y V �/ J \ \ \` = \ ! -, _ 67 ' _i ^-! I f i r I r 233 Park Ave S, Ste 300 `v^ r� -_._ �/v-222 v I ,IIrI f rM `, Minneapolis, MN 55415 \ q , \ \ \ \„•v� "i r '� \ ... N t ''. t N l t t t / \' •O\�-24 \ �/ ! i-�0 `\�, , .�.J i jj4�..cr ! .f N 2420-J\vc?,' J r I it 1 ��. a `I 612.758.3080 MAIN -23 + / �- I � ! / t 612.758.3099 FAx \ \ _ _t ` www.alliant inc.com \ \/ // / ,,.�---�r.T _-_- -. _-hp`''�i�, t o,.��n?i` \. - \ \ , O / i \ \ �t rte- _ %! r If r i rf N ' r.. t �� C f N° O C D mV1►V �,/ rl /� f �'a� / \. 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(• �!' Is "{66/,.`x•\\ •.. �.. �. c\ \ N `� '� ar--•-.. �L28 -m- \T \. � . \-'�� 'tv � � � 'n t SS %'"`Z`•�'4 k MARK RAUSCH, PE '�1y,1-- "-� � "`� \-�c. \ \,,` \ ' \ \ ; \ � \ \ \N \ \ \ \ \ t 1 ,1 �►,�t � y � � �i_. N N d \. y 1 � � �i � /. \� /�".3' h6gz-� j 1�'', . y t rz ,\' i • m 7'N r, tii \3 \ \. f 1i 5;6' J- / t \ \ 1 Date 4 License No. D QUALITY ASSURANCE/CONTROL 1 z 846. - mN N N nN< i -N \ . `..�� sC.v\v \. w`N vt\\ \ 1y��a�{\z��is\ EI:.t 1 t((tnN r�'V + t 1 i t 1 iti 1j • t tt } �+tn t t}1 t It ;{ �t t,i tt �t- `1t ,- / j�• !Yhc( -;'ti_,-�-{1`�// r4 1 i) /j�.. f \^"�' \•\\'! y�V '' y\ � }'bN�-vz\6\ i 1 \ \t. �t ,�`W• N I� '•/� ' M♦�. / 4 ►' l ; rY•'!\,'� ., �c z>�\. \ `•\\� ! ?\ ,l � li41 r N mayt .- iI { i �• 1iZ`".., `--�1t 6 �tz ; ��1� () \ Vt' + l BY DATE T-z7B`N` L♦ W DATE ISSUE i. If . j :1 i '} P -1,2838 833O '1-2768 W 2 t i S Q i t I t t ( LE l \♦ '7 `� y 1 p} i 9- •,\•� 2 y 10 (D 0�t b +.. .j\ 1 i �• t\ Z t � + '\ N .e3,y�-�� A A�i"'.�-,'1y I 1 i /vJ''y�1 A t ! s ` Ln f 6 1 t. \� 01 1 \ N .'�.....m N N \ • • t. '6 i• A ...i•.- •�- tato- / \i \ tA.A } Edi �\ \4 1 \ \ H�4a-J a D N O \.1 t t \ \ \ \ i \t tt� 101 O N y\ y j \ i { t 27971. %� I1/ \,\ �j �_Za45 O N 4 \ ' } t i 't \\1 t o\\ I \� \ \ \ \-. 0* \ w 6 1t d1:� I z67o a m , \ �: \ vm n \ty ', + t t \. n V / J / V t [j26 �i '�' \ '{ \ \ N t \ "h \\ N- 1 \ ,r'� JW ,, N ! 1 �� r 2680- \ r•� <e' l \\\ / \ \ 1 r ~� I j I-� i II I ^ r __ \ { \t' PROJECT TEAM DATA i 4"'"'" 'S"'*ri 2 q�j i t • t 1\\ y \ t t't 3 \ n- t \ 2666<� J 6_ I `. \ \\/ is ^' \ � t\ , \ � � N /' �` • '~,� I �, \ \ \ ' DESIGNED: MPR a w S !( t\ l \OjOini 1 \ r61 , N►-# / 1e y "`a m \ \ \' \ `m°. \ N �l `� — 49 J ` p �. .tr,-.-"'. _ r DRAWN: JG As • '•\\,\ �. , OW at - e. i t,r , . •., i'. \ \ 1- i'Si \ \ \ 'l \^n \ O 'iv tN — — — 1— — i — t �v f \� F' S L_ i.e — Oj PROJECT N0: 215-0119 +,,\� l \ • \ ' O ,fit\\a t' 1-N \ — — �, — \ `~ ~ _ — •—\ — —, - ,.'A--� �._t� 1" \ W \ y.1 '^� _ _ f T � _ l \ \ t rl \ It l } t + { A: ` �- ti; -., "�'�. _` -'r \ / A j / 1 1n+10 A`t -ti6o N 1 lit 1111 1 v n 26 Ile.m s / � N r tttttl\tt} } i � 1- \ �. 1 t\ \. �, rr `-\\ t i i l i t I � — ', v r v i , \ SHEET 26 of 32 TREE INVENTORY & CALCULATIONS TAG D.B.H (IN) COMMON NAME REMOVE NOTES 1362 56 Red Oak X Specimen 2001 16,8,5,9,8 Linden X a 2002 11 LBI X LBI losttag) 2003 11 Colorado Blue Spruce X AGE, DISEASE OR INFESTATION DENOTES A MULTIPLE STEMMED TRUNK AND IS OR MAY BECOME INCLUDED. 2004 12 Colorado Blue Spruce X _O 2005 10 Colorado Blue Spruce X a 2006 12 Colorado Blue Spruce X � 2007 10 Colorado Blue Spruce X W U) 2008 10 Colorado Blue Spruce X LUG 2009 10 Colorado Blue Spruce X 2010 12 Colorado Blue Spruce X a 2011 11 Colorado Blue Spruce X Q 2012 11 Box Elder X Z 2013 17,18,15 Swam Willow/Black X a 2013 12 Box Elder X Specimen 2014 20151015 Swamp Willow X Dead 2015 2017 Swamp Willow X Z 2016 12 Box Elder X 2017 12 Box Elder X Z 2018 10 Box Elder X Specimen 2019 10 Box Elder X W 2020 12 Cottonwood X H 2021 11 Ash X 2022 14 Quaking Aspen X Deer Stand 2023 19,12,10,8 Black Willow X IMultistem leaders are unioned at ground 2024 13 Green Ash X 2025 12,11 Black Willow X 1*appearsto be same tree as 50 -very unusual 2026 13,129,8,7 Black Willow X *a ears to be same tree as 49 - very unusual 2027 13 Silver Maple X 2028 16 Scotch Pine X 2029 11 Douglas Fur X 2030 10 Scotch Pine X 2031 15 Norway Spruce X Dead 2032 8,4,4,6,8 White Cedar X Dead 2033 13 Box Elder 2034 11 LBI LBI lostta 2035 24 Box Elder 2036 16 Green Ash 2037 12 Box Elder 2038 11 Box Elder X Tree stand/game camera 2039 15 Box Elder X 2040 13 Box Elder X 2041 24 Cottonwood 2042 16,10 Black Willow Dead 2043 11,8,8 Cottonwood 2044 18,16,14 Cottonwood 2045 12,6,4 Basswood Dead 2046 17 Hickory 2047 10 Red Maple Multi stemmed split at ground 2048 10 Basswood X Hollow with major leaders damaged fall on 2049 7,6,4 Hickory X 2050 13 Box Elder X 2051 18 Box Elder X _ 2052 1 10,6,6 Balsam Poplar X 2053 9,6 Balsam Poplar X 2054 13 Box Elder X 2055 9,8 Box Elder X Dead 2056 15 Slippery Elm X 2057 11 Eastern Red Cedar 2058 8,4 Hickory X 2059 13 Basswood X 2060 10 Slippery Elm X 2061 39 Basswood X 2062 32 Basswood X 2063 13 Box Elder X 2064 10 Basswood X 2065 14,7 Basswood X 2066 15 Box Elder X 2067 13 Hickory X 2068 15 Sugar Maple X 2069 13,8,10 Box Elder X 2070 15,11 Box Elder X Growing parallel to round leaner 2071 16,16 Black Willow X 2072 10,8,7 River Birch X 2073 17 14 8 7 Swamp Black Willow X LBI (lost tag) 2074 4,12,15,11,7 Swam Willow X LBI 2075 12,9 Swam Willow X 2076 1 16,14,13 Swamp Willow X 2077 14,12 Black Willow X 2078 17 Black Willow X 2079 12 Black Willow X 2080 17 Black Willow X 2081 16,13 Black Willow X 2082 13 Black Willow X 2083 18 Box Elder X 2084 13 Box Elder X 2085 12 Cottonwood X 2086 10 Box Elder X 2087 10 Green Ash X 2088 10 Box Elder X 2089 18 14 7 Box Elder X Multistemmed leaders at ground union 2090 12,14 Box Elder X 2091 15 Box Elder X 2092 14,10 A. Elm X dead 2093 10 Slippary Elm X 2094 13 Black Willow X 2095 20 Cottonwood X 2096 17 Black Willow X *2099 and 2100 are lost 2097 10 Flowering Crab X Double Stem 2098 11 Flowe ring Crab X 2099 9 Flowe ring Crab X 2100 11 Flowe ring Crab X 2101 11,7,4 Box Elder X Multi -stemmed leaders are untamed at ground 2102 15 Box Elder X 2104 10 Bax Elder X 2105 11 Box Elder X 2106 15 Black Willow X 2107 14 Box Elder X 2108 10 Box Elder X 2109 14 Box Elder X 2110 10 Box Elder X LBI TAG D.6.H (IN) COMMON NAME REMOVE NOTES 2111 11 Box Elder X DENOTES VISIBLE SIGNS OF CAVITY AND ROT 2112 12 Box Elder X a 2113 11 Box Elder X SEN - 2114 12 Box Elder X AGE, DISEASE OR INFESTATION DENOTES A MULTIPLE STEMMED TRUNK AND IS OR MAY BECOME INCLUDED. 2115 12 Box Elder X _O 2116 10 Box Elder X a 2117 10 Slippery Elm X � 2118 12 Box Elder X W U) 2119 17 Box Elder LUG 2120 17 Box Elder Cr_ 2121 16 Bur Oak m a 2122 14 Red Oak X Q 2123 11 Bur Oak X Z 2124 17 Box Elder X a 2125 19,17 Black Willow X Specimen 2126 20,16 Quaking Aspen X Dead 2127 10 Basswood X Z 2128 12 Black Walnut X 2129 10 Box Elder X Z 2130 12 Bur Oak X Specimen 2131 10,6 Box Elder X W 2132 12 Box Elder X H 2133 27 Cottonwood 2134 23 Cottonwood Deer Stand 2135 18,18 Cottonwood X IMultistem leaders are unioned at ground 2136 18 Cottonwood X 2137 18 Cottonwood X 1*appearsto be same tree as 50 -very unusual 2138 20 Cottonwood X *a ears to be same tree as 49 - very unusual 2139 10,8 Box Elder X 2140 11 Box Elder 2141 12 Black Willow X 2142 11 Box Elder 2143 12,8,7 Box Elder Dead 2144 12 Box Elder Dead 2145 10 Box Elder 2146 11 Box Elder 2147 10 Box Elder 2148 11 Box Elder 2149 12 Box Elder 2150 11 Box Elder X Tree stand/game camera 2151 1211 Basswood X 2152 12 Box Elder X 2153 11 Box Elder 2154 10 Box Elder Dead 2155 10 Hickory 2156 11 Hickory 2157 21 Box Elder Dead 2158 10,8 Box Elder 2159 12,12 Basswood Multi stemmed split at ground 2160 62 Basswood X Hollow with major leaders damaged fall on 2161 1117,4 Basswood X 2162 10 Basswood X 2163 10 Basswood X 2164 15 Red Oak X 2165 104 Basswood X 2166 10 Basswood X 2168 18,12 Box Elder X Dead 2169 12,11 Box Elder X 2170 9,6 Box Elder 2171 12 Box Elder X 2172 12 Basswood X 2173 12 Norway Spruce X 2174 12 Slippery Elm X 2175 13 Red Pine X 2176 13 Basswood X 2177 13 Basswood X 2178 12 Eastern Red Cedar X 2179 10 A. Elm X 2180 10 Box Elder X 2181 9,9 Box Elder X 2182 9,10 Cottonwood X 2183 16 Cottonwood X Growing parallel to round leaner 2184 12 Box Elder X 2185 13 Box Elder X 2186 10 Box Elder X LBI (lost tag) 2187 10,6,4 LBI X LBI 2188 14 Colorado Blue Spruce X 2189 12 Colorado Blue Spruce X 2190 11 Colorado Blue Spruce X 2191 10 Colorado Blue Spruce X 2192 12 Colorado Blue Spruce X 2193 11 Colorado Blue Spruce X 2194 10 Quaking Aspen X 2195 12 Cottonwood X 2196 11 Quaking Aspen X 2197 10 Colorado Blue Spruce X 2198 12 Colorado Blue Spruce X 2199 11 Colorado Blue Spruce X 2200 12 Colorado Blue Spruce X 2201 10 Colorado Blue Spruce X 2202 10 Colorado Blue Spruce X 2203 87,6,5 American Maple X 2204 12 Colorado Blue Spruce X 2205 14 Colorado Blue Spruce X 2206 11 BlackSpruce X 2207 11 Colorado Blue Spruce X 2208 11 Colorado Blue Spruce X 2209 12 Colorado Blue Spruce X LBI losttag) 2210 1 11,6 Blue Spruce X Double Stem 2211 14 Flowering Crab X 2212 10 Bur Oak X 2213 17 Eastern Red Cedar X 2214 10,6,7,7,9 Amur Ma le X 2215 16 Bax Elder X 2216 11 Algerian Elm X 2217 14 Box Elder X 2218 14 Maple X 2219 11 BlackSpruce X 2220 11 BlackSpruce X 2221 11 BlackSpruce X 2222 1 7,6,5 1 LBI X LBI TAG D.B.H IN COMMON NAME ' REMOVE NOTES 2223 11 Black Spruce X DENOTES VISIBLE SIGNS OF CAVITY AND ROT 2224 10 White Spruce X a 2225 10 Spruce X SEN - 2226 11 White Spruce X AGE, DISEASE OR INFESTATION DENOTES A MULTIPLE STEMMED TRUNK AND IS OR MAY BECOME INCLUDED. 2227 16 Black Willow X _O 2228 22,8 Black Willow X a 2229 14,15 Black Willow X � 2230 11 Black Willow X W U) 2231 10 Red Oak LUG 2232 17 White Pine Cr_ 2233 15 Red Oak m a 2234 15 Red Oak � Q 2235 14 Basswood X Z 2236 12 Basswood X a 2237 47 White Oak X Specimen 2238 14 Elm X Dead 2239 12 Basswood X Z 2240 11 Box Elder X 2241 12 Black Cherry X Z 2242 21 Hickory X Specimen 2243 1-0-17 Basswood W 2244 13 Box Elder a H 2245 14 Box Elder 2246 15 Box Elder LBI lost to 2247 12 A. ElmDin X 2248 8,6 Hickory X 2249 14 A. Elm X 1*appearsto be same tree as 50 -very unusual 2250 13,10 Box Elder X *a ears to be same tree as 49 - very unusual 2251 10 Box Elder X 2252 10 Box Elder 2253 10 Hickory 2254 10 SlipperorRed 2255 13 Red Oak Dead 2256 11 Hickory Dead 2257 13 Box Elder 2258 16 Box Elder 2259 14 Box Elder 2260 10 Hickory 2261 13 White Oak 2262 11 A. Elm X Tree stand/game camera 2263 11 Box Elder X 2264 13 Box Elder X 2265 14 A. Elm 2266 15 Basswood Dead 2267 12 Basswood 2268 14 Red Oak 2269 13 A. Elm Dead 2270 114 Basswood 2271 12 Red Oak Now = 2754 2272 ,4 Norway Spruce X 2273 12 Colorado Blue Spruce X 2274 13 Norway Spruce X 2275 13 Colorado Blue Spruce X 2276 10 Black Spruce X 2277 13,6 Slippery Elm X 2278 14 Basswood X 2279 10, 1G Basswood X Dead 2280 11 Basswood X 2281 10 Basswood 2282 10 Basswood X 2283 10 Basswood X 2284 10 Basswood X 2285 12 Basswood X 2286 10 Basswood X 2287 10 Basswood X 2288 10 Basswood X 2289 106,5,44 Basswood X 2290 7,6,6,6,6,5,4 Basswood X 2291 8,7,4 5,4 Basswood X 2292 7,6 6 5 3 Basswood X 2293 7,5,4,3 Basswood X 2294 9,4 Basswood X Growing parallel to round leaner 2295 8,4 Basswood X 2296 9,6,5,4 Basswood X 2297 10,5,3 LBI LBI (lost tag) 2298 10,6,4 Basswood X 2299 9,5 Basswood X 2300 9,7 Basswood X 2301 18 Colorado Blue Spruce X 2302 14 Blue Spruce X 2303 12 Colorado Blue Spruce X 2304 12 Colorado Blue Spruce X 2305 10 Colorado Blue Spruce X 2306 13 Colorado Blue Spruce X 2307 12 Colorado Blue Spruce X 2308 11 Colorado Blue Spruce X 2309 11 Blue Spruce X 2310 12 Norway Spruce X 2311 10 Norway Spruce X 2312 11 White Spruce X 2313 10 Black Spruce X 2314 12 Colorado Blue Spruce X 2315 13 Colorado Blue Spruce X 2316 12 Norway Spruce X 2317 11 Green Ash X 2318 9,7 6 6 5 Basswood X 2319 10,9,8,7,7 Basswood X 2320 6,6,6,6,5,5 Basswood X LBI losttag) 2321 9,5,3 Basswood X 2322 7,6,6,6,4 Basswood X 2323 12,10 Basswood X 2324 10 Cottonwood X 2325 10,8,8,6,4 Basswood X 2326 10,10,105,4 Basswood X 2327 11 Basswood X 2328 10 Rock Elm, X 2329 13 Rock Elm, X 2330 11 Cottonwood X 2331 11 10 10 8 7 Basswood X 2332 8,7,6,5 Basswood X 2333 1 7,6,5 1 Basswood X TAG D.B,H IN COMMON NAME REMOVE NOTES 2334 8,4 Basswood X DENOTES VISIBLE SIGNS OF CAVITY AND ROT 2335 11,10,9,8 Basswood X a 2336 11,8,77 Basswood X SEN - 2337 9,6,3,3 Basswood X AGE, DISEASE OR INFESTATION DENOTES A MULTIPLE STEMMED TRUNK AND IS OR MAY BECOME INCLUDED. 2338 11 Basswood X _O 2339 7,4,3 Basswood X a 2340 8,6,6,3 Basswood X � 2341 9,6,5,4,4 Basswood X W U) 2342 12 Green Ash LUG 2343 10,8 Green Ash Cr_ 2344 11 Basswood m a 2345 11 Elm � Q 2346 10 Elm X Z 2347 12 6 5 4 Basswood X a 2348 10,13 Basswood X 2349 16 Red Oak X O 2350 10 White Pine X Z 2351 10 Scotch Pine X 2352 14 Slippery Elm X Z 2353 10,9,5 River Birch X W 2354 10 Black Spruce W 2355 1 11 White Spruce a H 2356 13 Big Tooth Aspen 2357 LBI LBI lost to 2358 12 Sugar Maple X 2359 13 Sugar Maple X 2360 17 Slippery Elm X 2361 11,10,9 Box Elder X 2362 10 Sugar Maple X 2363 37 Red Oak 2364 10 A. Elm 2365 10 Black Cherry 2366 10 A. Elm 2367 10 Slippery Elm Dead 2368 9,15 Ironwood 2369 12 Black Cherry 2370 11 Slippery Elm 2371 13 Red Oak 2372 13 Red Oak 2373 1 23 Red Oak Tree stand/game camera 2374 20 Red Oak 2375 14 Red Oak 2376 12 A. Elm 2377 11,9,8,7,7 Basswood 2378 12 Red Oak 2379 10 Black Cherry 2380 15 S. Elm Dead in fence 2381 12 Green Ash 2382 LBI Now = 2754 2383 11 Black Cherry X 2384 8-17 A. Elm X 2385 10 Sugar Maple X 2386 13 Hackberry X 2387 10 Green Ash X 2388 10 Green Ash X 2389 11 Black Maple X 2390 11,12,6 Basswood X Dead 2391 12 Basswood X 2392 11,10 Basswood 2393 12 Basswood X 2394 13 Basswood X 2395 14 Box Elder X 2396 11 Hackberry X 2397 11 Elm X 2398 14 Black Cherry X 2399E765 5 A. Ma le X 2400 S. Elm 24017 6 Basswood 2402 Basswood 2403 Basswood 2404 Basswood 2405 6 Basswood Growing parallel to round leaner 2406 12 Box Elder 2407 12 Box Elder 2408 10,5,3 Basswood 2409 11 Basswood 2410 13 Basswood 2411 27 Basswood 2412 10 Slippery Elm 2413 31 Red Oak 2414 22 Red Oak 2415 10 Basswood 2416 10 Basswood 2417 10 Basswood 2418 12 Basswood 2419 11 Basswood 2420 12 Basswood 2421 9,8 Basswood 2422 10 Basswood 2423 9,9 1 Basswood 2424 11 Basswood 2425 10 Sugar Maple 2426 10 Basswood 2427 12 Basswood 2428 22 Black Maple X 2429 11 Elm X 2430 10 Basswood X 2431 LBI LBI losttag) 2432 11 Basswood X KEY LN - DENOTES TREE IS SUCCEPTIBLE TO WIND THROW IF SOLITARY LBI - LEFT BLANK INTENTIONALLY CAV - DENOTES VISIBLE SIGNS OF CAVITY AND ROT DAM - DENOTES TREE SHOWING SIGNS OF DAMAGE a DAM TERM - DENOTES A TREE THAT HAS LOST ITS TERMINAL STEM LEADER SEN - DENOTES SENESCENCE OR A TREE IN A STATE OF DECLINE EITHER DUE TO CDT - AGE, DISEASE OR INFESTATION DENOTES A MULTIPLE STEMMED TRUNK AND IS OR MAY BECOME INCLUDED. +"`ry i° y= DBR DEAD LIMB WITH POTENTIAL _O - DENOTES SIGNIFICANT FOR SEPARATION`, a r � 001 ra W U) µ'ad LUG GONYEA HOMES & REMODELINGS 1000 BOONE AVE N, SUITE 400 GOLDEN VALLEY, MN 55427 OFFICE: 763-432-4500 FAX: 763-432-4501 ALLIANT ENGINEERING 233 Park Ave S, Ste 300 Minneapolis, MN 55415 612.758.3080 MAIN 612.758.3099 FAX www.alliant-inc.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 PROFESSIONAL ENGINEER under the laws of the State of MINNESOTA MARK RAUSCH, PE Date License No. QUALITY ASSURANCE/CONTROL BY DATE PROJECT TEAM DATA DESIGNED: MPR DRAWN: ELL PROJECT NO: 215-0119 27 SHEET 27 of 32 Z a Z _O a J � ra W U) LUG Cr_ m a M � Q LO LO Cl) Z oQ F a M 0 W a Z Z >- O J 11 a Z �Z Z wN Z � Q 2 J W W OZ W LL rn U a H I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed PROFESSIONAL ENGINEER under the laws of the State of MINNESOTA MARK RAUSCH, PE Date License No. QUALITY ASSURANCE/CONTROL BY DATE PROJECT TEAM DATA DESIGNED: MPR DRAWN: ELL PROJECT NO: 215-0119 27 SHEET 27 of 32 TREE INVENTORY & CALCULATIONS ,.;,TAG . D,B,.H (IN) ' COMMON NAME REMOVE NOT E5 2433 10 Basswood X LBI 2435 7,6,6,5 River Birch X IL 2436 104,3 River Birch X Z 2437 8,8,7 River Birch X O 2438 9,6,5 River Birch X F— 2439 7,6,5,3 White Birch X a 2440 8,6,7,4 River Birch X 2441 10,6,6 River Birch X W 2442 12 Green Ash X W 2443 13 Green Ash X M 2444 12 Green Ash X a 2445 14 Green Ash X Stemmed ironwood rare and large forspecies 2446 6,11 Slippery Elm X Z 2447 9,9,6,7 Slipper Elm X multiple leads stemmed at the ground 2448 86 Easter Cottonwood X > 2449 10 Green Ash X Dying -Dead 2450 12 Green Ash X Z 2451 10 Green Ash X > 2452 11 Green Ash X Dead 2453 10 Green Ash X LBI 2454 10 Green Ash X LBI 2455 10 Green Ash X F- 2456 11,9 Quakin As en X 2457 9,6 Quakin As en X 2458 7,7,6 Flowering Crab X 2459 10 Locust X 2460 9 Elm X Specimen 2461 16 Red Oak X Din 2462 10 Ash X on barbed wire fence 2463 10 Borflow X multistemmed inc bark @ union 2464 9 HackberrV X Specimen 2465 10,8 Basswood X 2466 12 Black-CherrV X 2467 10 HackberrV X 2468 11 Rock Elm X 2469 10 Red Oak X 2470 10 Borw Ash X 2471 10 Box Elder X 2472 107 Box Elder X 2473 37,9,23 Red Oak X Multi stemmed 2474 17 Sugar Maple X 2475 12 Box Elder X 2476 12 HackberrV X 2477 109 Ironwood X 2478 12 Ash X 2479 15 Black Willow X 2480 20 Green Ash X 2481 15 Hackberry 2482 13 Hackberry X Property Southeast 2483 14 Red Oak X 2484 14 Swam Willow X 2485 16 Slippery Elm X 2486 12 Green Ash X Specimen 2487 10 Green Ash X 2488 10 Black Cherry X 2489 10 Slippery Elm X 2490 10 LBI X Now = 13962 2491 18 Red Oak X 2492 18 Red Oak X 2493 14 Cottonwood X 2494 14 Flowering Crab X 2495 10 Cottonwood X 2496 10 Green Ash X 2497 10 Green Ash X 2498 10 Green Ash X 2499 11 Green Ash X 2500 12 Cottonwood X Deer Stand 2501 10 Green Ash X 2502 10 Green Ash X 2503 10 9,8 Siberian Elm X 2504 12 Eastern Red Cedar X id 2505 10 5 Eastern Red Cedar X Multiple Lender unioned 3ft on the trunk 2506 98 Siberian Elm X Dead 2507 10 Box Elder X id 2508 14 Hickory X id 2509 16 Eastern Red Cedar X id 2510 10 Black Maple X 2511 14 Sugar Maple X 2512 10 Sugar Maple X 2513 18 Red Oak X 2514 11 Rock Elm, X 2515 39 Sugar Maple 2516 14 Su ar Ma le X 2517 15 Sugar Maple X 2518 14 Hickory X Dead 2519 1210 Red Oak X 2520 10 Sugar Maple X 2521 11 Sugar Maple X 2522 10 Sli pery Elm X 2523 13 Black Cherry X 2524 147 Red Oak 2525 13 Siberian Elm X 2526 12 Red Oak X 2527 10 Green Ash X 2528 13 Black Cherry X 2529 12 Flowering Crab X 2530 10 Basswood X 2531 12 Box Elder X 2532 13 Black Cherry X 2533 13 Basswood X 2534 10 Basswood X 2535 10 Basswood X 2536 13 Rock Elm, X 2537 12 Rock Elm, X 2538 12 Ash X 2539 11 Basswood X 2540 12 Basswood X 2541 13 Black Cherry X 2542 10 Black Walnut X 2543 12 7 6 6 Basswood X 2544 12 Green Ash I X TAG D.B.(IN) COMMON NAME REMOVE NOTES -.-. .. ., 2545 10 Black Cherry X LBI 2546 10 Black Cherry X IL 2547 12 Black Maple X Z 2548 11 A. Elm X O 2549 12 Box Elder X F— 2550 11 Black Cherry X a 2551 10 Black Cherry X 2552 9,7 Green Ash X W 2553 10 Green Ash X W 2554 85 Slippery Elm X M 2555 9,7,4 Basswood X a 2556 12 Cork Elm = Stemmed ironwood rare and large forspecies 2557 9 117 7 Ironwood X Z 2558 9,8,4,6 Ironwood multiple leads stemmed at the ground 2559 14 Black Elm > 2560 10 Black Elm X Dying -Dead 2561 10 Hackberry X Z 2562 10 Green Ash X > 2563 15 Black Willow X Dead 2564 11 LBI X LBI 2565 13 LBI X LBI 2566 10 Cedar X F- 2567 11,6 Basswood X 2568 11,7,5 Basswood X 2569 17 Red Oak X 2570 13 Red Oak X 2571 1 56 Red Oak Specimen 2572 11 White Oak X Din 2601 10 Ironwood X on barbed wire fence 2602 18,20 Red Oak X multistemmed inc bark @ union 2603 20 Red Oak X Specimen 2604 19 Red Oak X 2605 10 Norway Spruce X 2606 1 13 Norway Spruce X 2607 14 White Spruce X 2608 13 Norway Spruce X 2609 10 BlackSpruce X 2610 11 Blue Spruce X 2611 10 White Spruce X 2612 10 Blue Spruce 2613 1 11 Blue Spruce X 2614 10 Black Spruce X 2615 12 Blue Spruce X 2616 13 Red Pine X 2617 10 Black Spruce X 2618 12 Norway Spruce X 2619 11 Blue Spruce X 2620 1 13 Blue Spruce 2621 1713,5,5 Basswood X Property Southeast 2622 13 Red Oak X 2623 13 Basswood X 2624 7,6,5 Basswood X 2625 43.5 Red Oak X Specimen 2626 20 Basswood X 2627 15 Basswood X 2628 13 Red Oak X 2629 10 Red Oak X Dying -Dead 2630 14 Bur Oak X 2631 13 Slippery Elm X 2632 13 Red Oak X 2633 10 A. Elm X 2634 26 Rock Elm X 2635 32.5 White Oak X 2636 40 White Oak X 2637 13 Basswood X 2638 10 Bur Oak X 2639 11 White Oak X Deer Stand 2640 11 A. Elm X 2641 13 A. Elm X 2642 13 Basswood 2643 10 Hickory No to(point no. id 2644 27 White Oak X Multiple Lender unioned 3ft on the trunk 2645 13 A. Elm No to(point no. Dead 2646 13 A. Elm Nota oint no. id 2647 10 Black Walnut No to(point no. id 2648 11 Black Walnut No to(point no. id 2649 14 Black Walnut X 2650 12 White Pine X 2651 1 11 White pIne X 2652 18 Green Ash X 2653 19 Silver Maple 2654 14 Silver Maple 2655 12 Silver Maple 2656 17 Silver Maple 2657 20 Silver Maple 2658 16 Silver Maple 2659 14 Silver Maple 2660 10 Silver Maple 2661 10 Silver Maple 2662 16 Silver Maple 2663 12 Silver Maple 2664 10 Colorado Blue Spruce 2665 14 Green Ash 2666 16 Red Oak 2667 13 Green Ash 2668 15 Red Oak 2669 10 A. Elm 2670 12 Slippery Elm 2671 10 Green Ash 2672 13 Bur Oak 2673 12 Bur Oak 2674 10 Scotch Pine 2675 13 Green Ash 2676 10 Blue Spruce 2677 17 Red Oak 2678 12 BlackSpruce 2679 10 Black Spruce 2680 39 White Oak 2681 12 White Pine 2682 10 Box Elder 2683 11 White Oak TAG D.B.H IN ( ) it CO ME MMON NA ' REMOVE R NOTES 2684 15 LBI LBI 2685 11 Sugar Maple X IL 2686 12 Red Oak X Z 2687 19 Siberian Elm O 2688 27 White Oak Dead F— 2689 1 36 Swamp White Oak a 2690 25 Bur Oak Q0, 2691 16 Bur Oak W 2692 32 White Oak W 2693 24 Bur Oak C C M 2694 14 American Elm a 2695 15 Red Oak = Q 2696 18 Red Oak Cl) Z 2697 13 Slippery Elm a 2698 10 Ash > 2699 12 Red Oak Dead Dying -Dead 2700 15 Siberian Elm aLLI Z 2701 33 Bur Oak X > 2702 17 Red Oak X Z 2703 11 White Oak X W 2704 13 Red Oak X W 2705 18 Sugar Maple d F- 2706 22 Black Willow 2707 11 Green Ash 2708 16 Black Willow 2709 10 Black Cherry X 2710 18 Black Willow 2711 10 Basswood X Din 2712 11 Slippery Elm X 2713 12 Red Oak X 2714 18 Ironwood X Specimen 2715 12 Slippery Elm X 2716 13 Hickory X 2717 21 Red Oak Dead 2718 10 Slippery Elm X 2719 15 Slippery Elm X 2720 10 Hackberry X 2721 10 Hackberry X 2722 10 Hickory X 2723 10 Siberian Elm 2724 11 Quaking Aspen X 2725 15 Siberian Elm X 2726 15 Ironwood X 2727 10 Quaking Aspen X 2728 10 Quaking Aspen X 2729 10 Quaking Aspen X 2730 12 Red Oak 2731 _10 Sugar Maple 2732 1i Black Walnut 2733 10 Red Oak 2734 10 Box Elder 2735 15 Black Willow 2736 12 Black Cherry 2737 14 Ironwood 2738 10 Red Oak 2739 10 Sugar Maple 2740 12 A. Elm dead and broken Dying -Dead 2741 15 Red Oak 2742 19 Hackberry X 2743 13 Red Oak X 2744 19 Hackberry X 2745 10 Green Ash X 2746 10 A. Elm X 2747 10 Slippery Elm X 2748 10 A. Elm X 2749 11 Green Ash X 2750 14 Red Oak X Deer Stand 2751 12 Red Oak X 2752 12 Red Oak X 2753 12 Green Ash 2754 10 Green Ash No to(point no. id 2755 2118 Black Willow X Multiple Lender unioned 3ft on the trunk 2756 17 Green Ash No to(point no. id 2757 32 Bur Oak Nota oint no. id 2758 34 Bur Oak No to(point no. id 2759 37 Red Oak No to(point no. id 2760 15 Box Elder X 2761 19 Red Oak X 2762 12 Slippery Elm X 2763 810 A. Elm 2764 11 A. Elm 2765 27 White Oak 2766 17 Slippery Elm 2767 53.5 Red Oak 2768 25 Bur Oak 2769 35 Swamp White Oak 2770 10 Siberian Elm 2771 11 Slippery Elm 2772 15 Hackberr 2773 12 Slippery Elm 2774 19 Bur Oak 2775 13 A. Elm 2776 12 Siberian Elm 2777 11 Slippery Elm 2778 32 Bur Oak 2779 19 Bur Oak 2780 19 Bur Oak 2781 35 Bur Oak 2782 10 Slippery Elm 2783 10 Box Elder 2784 10 Ironwood 2785 10 Hackberry 2786 13 Black Cherry 2787 10 Slippery Elm 2788 15 BlackCherry 2789 15 Bax Elder 2790 10 Siberian Elm 2791 17 Basswood 2792 18 A. Elm 2793 36 Bur Oak 2794 1 14 Green Ash TAG D.B.H IN COMMON NAME REMOVE NOTES Z 2795 15 White Pine 5 2796 12 White Spruce IL 2797 11,8 Flowering Crab Z 2798 26 Box Elder O 2799 15 A. Elm Dead F— 2800 12 A. Elm a 2801 31 Bur Oak Q0, 2802 15 Box Elder W 2803 13 A. Elm W 2804 12 1 Slippery Elm C C M 2805 31 Bur Oak a 2806 30 Bur Oak = Q 2807 18 Bur Oak Cl) Z 2808 12 A. Elm a 2809 16 A. Elm > 2810 38 White Oak Dead 0 2811 11 Slippery Elm aLLI Z 2812 29 Bur Oak Z > 2813 10 A. Elm Z 2814 10 A. Elm J W W 2815 22 Box Elder Mcc W 2816 10 Rack Elm d F- 2817 10 Rock Elm 2818 12 Box Elder 2819 20 Box Elder 2820 11 Box Elder 2821 12 A. Elm 2822 13 A. Elm 2823 12 A. Elm 2824 16 Box Elder 2825 14 Box Elder 2826 12 Green Ash 2827 11 Siberian Elm 2828 11 A. Elm Dead 2829 10 Box Elder 2830 11 Box Elder 2831 10 Box Elder deerstand 2832 11 Box Elder 2833 10 Box Elder 2834 12 Box Elder 2835 10 Box Elder 2836 12 Hackberry 2837 10 Box Elder 2838 14 Green Ash 2839 11 Box Elder 2840 10 Box Elder 2841 12 Green Ash 2842 15 Box Elder 2843 12 Box Elder 2844 13 A. Elm 2845 12 Box Elder 2846 13 Box Elder 2847 13,9 Siberian Elm 2848 15 A. Elm 2849 14 A. Elm 2850 15 A. Elm 2851 40 White Oak dead and broken 2852 10 Slippery Elm 2853 23 Bur Oak 2854 35 Bur Oak 2855 38 A. Elm 2856 29 Bur Oak 2857 20 White Oak 2858 39 Red Oak 2859 32 Bur Oak 2860 10 Slippery Elm 2861 14 Slippery Elm dead and broken? 2862 12 Slippery Elm 2863 11 Slippery Elm 2864 11 Slippery Elm 6717 16 Red Oak No to(point no. id 7335 17,10 Green Ash No to(point no. id 7336 10 Willow No to(point no. id 7356 13 Basswood Nota oint no. id 7357 10 Basswood No to(point no. id 7359 23 Basswood No to(point no. id KEY LN — DENOTES TREE IS SUCCEPTIBLE TO WIND THROW IF SOLITARY LBI — LEFT BLANK INTENTIONALLY CAV — DENOTES VISIBLE SIGNS OF CAVITY AND ROT DAM — DENOTES TREE SHOWING SIGNS OF DAMAGE DAM TERM — DENOTES A TREE THAT HAS LOST ITS TERMINAL STEM LEADER SEN — DENOTES SENESCENCE OR A TREE IN A STATE OF DECLINE EITHER DUE TO AGE, DISEASE OR INFESTATION CDT — DENOTES A MULTIPLE STEMMED TRUNK AND IS OR MAY BECOME INCLUDED. DBR — DENOTES SIGNIFICANT DEAD LIMB WITH POTENTIAL FOR SEPARATION p„ 7 a W GONYEA HOMES & REMODELINGS 1000 BOONE AVE N, SUITE 400 GOLDEN VALLEY, MN 55427 OFFICE: 763-432-4500 FAX: 763-432-4501 ALLIANT ENGINEERING 233 Park Ave S, Ste 300 Minneapolis, MN 55415 612.758.3080 MAIN 612.758.3099 FAx www.alliant-inc.com i� Z GONYEA HOMES & REMODELINGS 1000 BOONE AVE N, SUITE 400 GOLDEN VALLEY, MN 55427 OFFICE: 763-432-4500 FAX: 763-432-4501 ALLIANT ENGINEERING 233 Park Ave S, Ste 300 Minneapolis, MN 55415 612.758.3080 MAIN 612.758.3099 FAx www.alliant-inc.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 PROFESSIONAL ENGINEER under the laws of the State of MINNESOTA MARK RAUSCH, PE Date License No. QUALITY ASSURANCE/CONTROL BY DATE DATE ISSUE 5-6-16 ICITY SUBMITTAL PROJECT TEAM DATA DESIGNED: MPR DRAWN: ELL PROJECT NO: 215-0119 SHEET 28 of 32 Z 5 IL Z O F— a Q0, W W C C M a M = Q L0 Cl) Z oQ a 00O > Z Z 0 �: aLLI Z p�w Z > p wN Z �= J W W OZ Q Mcc W OLn a) C) d F- I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed PROFESSIONAL ENGINEER under the laws of the State of MINNESOTA MARK RAUSCH, PE Date License No. QUALITY ASSURANCE/CONTROL BY DATE DATE ISSUE 5-6-16 ICITY SUBMITTAL PROJECT TEAM DATA DESIGNED: MPR DRAWN: ELL PROJECT NO: 215-0119 SHEET 28 of 32 N TEAM DATA 0 50 100 200 PLANTING NOTES SCALE IN FEET 2a2 ° PROPOSED DECIDUOUS OVERSTORY N QTY. TREE, REFER TO PLANTING SCHEDULE r 3 PROPOSED CONIFEROUS TREE, } + REFER TO PLANTING SCHEDULE OVERSTORY TREES ` vJ _ PROPOSED ORNAMENTAL TREE, PLANT BEDS. O REFER TO PLANING SCHEDULE. �* SEEDING. NOTES: e_e POND AREA SEED MIX: MN STATE SEED MIX 33-261. SEEDING RATE TO BE STRAIGHT TRUNK 14.5 LBS/ACRE (PURE LIVE SEED). 1 NATIVE SEED MIX: MN STATE SEED MIX 35-221 (DRY PRAIRIE GENERAL) REQUIRED PER TREE MITIGATION. SEEDING RATE TO BE 36.5 LBS/ACRE (PURE LIVE SEED). INFILTRATION AREA SEED MIX: MN STATE SEED MIX 33-262. SEEDING RATE Tilia cordata 'Greenspire' TO BE 44 LBS/ACRE (PURE LIVE SEED). 40 EXISTING TREE TO REMAIN, RE APPLY SEED PER THE FOLLOWING: MULCH SEEDED AREAS WITH Mn/DOT TYP 40� 3 (MCIA CERTIFIED WEED FREE) MULCH AT A RATE OF 1 TON PER ACRE I0 WITHIN 48 HOURS OF SEEDING. MULCH SHOULD THEN BE DISC ANCHORE TO 13 KEEP IT FROM BLOWING AWAY. COMMON HACKBERRY SEEDING SHALL BE APPLIED FROM APRIL 15 - JULY 20 OR SEPTE ER 20 - FREEZE UP. IF HYDROSEEDING UTILIZE APPROXIMATELY 500 GALLONS OF / WATER PER ACRE. REFER TO MN/DOT SPEC 3884 FOR PROPERatidSTALLAION X OF HYDRO -SEED. ALL NATIVE SEEDS USED ON THIS PROJECT SHALL BE SLOPES, MN SEED'MIX 00 CERTIFIED TO BE OF MINNESOTA ORIGIN BY THE MINNESOTA CROP 2239-� IMPROVEMENT ASSOCIATION (MCIA). SITE TO BE PREPARED BY L0 SENING C TOPSOIL TO A MINIMUM DEPTH OF 3 INCHES. THE SITE TO BE HARROWED OR e RAKED FOLLOWING SEEDING, AND THEN PACKED USING A CULTI-PACKER OR + + EQUIVALENT. SEE MNDOT SEEDING MANUAL FOR REFERENCE. MAINTAIN SEEDED AREAS BY WATERING, REMULCHING AND REPLANTING A' NECESSARY TO ESTABLISH A UNIFORMLY DENSE STAND OF THE SPECIFIE R4° GRASSES UNTIL ACCEPTED. ANY AREAS FAILING TO ESTABLISH A STAND 11. STAKING AND GUYING OF TREES OPTIONAL: MAINTAIN PLUMBNESS OF TREES FOR DURATION OF WARRANTY SHALL BE RESEEDED, REFERTILIZED AND REMULCHED WHENEVER 70% INFILTRATION BASIN MIX - VEGETATIVE COVER IS NOT ACHIEVED. RESEEDING SHALL CONFORM IN ALL xzxxxx - RESPECTS TO THESE SPECIFICATIONS. THE CONTRACTOR SHALL REPAIR ANY 7( DAMAGE TO THE WORK AREAS RESULTING FROM EROSION AND/OR EQUIPMENT. - NATIVE - THE CONTRACTOR SHALL REPAIR DAMAGE, INCLUDING REGRADING, RESEEDING, V) ETC. AS NECESSARY, BEFORE SIGNIFICANT DAMAGE OCCURS. i LOW FLOW INLET TO INFILTRATION BASIN SHALL BE PLUGGED DURING vy CONSTRUCTION AND DURING FIRST FULL GROWING SEASON TO ESTABLISH (qDQ-,) VEGETATION. 2.5" CAL. B&B STRAIGHT TRUNK FIELD PLACE ON SLOPES J REFER TO MN STATE SEED MIX MANUAL. SEE LANDSCAPE SCHEDULE FOR SPECIES/QUANTITIES- LEGEND GRADING / TREE PROTECTION LIMITS w ° 7336- ¢xnf mw mw wtta 2056-- _w"3 205 „rn.rrnr 2a84 ��- $f a 0+�0 201Z/�`1013 'VOncSi,2)15 /' Q. *01 00 m C) / 0070 G'UTLOT A 2073- WETLAND 1 v - (10-214W) , 1 1 g0� , 7y '1-� - r `I- -- w � .. ez zttztttt / xx tt C 3 - �SEID MIX REFai tt - zzz axttzzzzz• 0 ���� /' `�� �- �4'� A -11 II 92� 11 I J w y i x / // _ � � �' A i -" �� •' � 1 264 _��te � .>ti�t .,.,. >k . s7 - 0 9 f r- "` R I I I L_--�- Y' ; duk VF. 21 VJ - 7 2225 ?�-2213\ r % �0 -2 \ fOWETLAN� / i 1 rT-7` L- I 1 sMFXTIUT(IN 5® UIX REFFIi - rm �ccRo r ttttuuxx, y � zxxr.xxxzr._ x � WETLAND 4A a, WETLAND 4 OUTLOT D M] 4 CW Mp{xIw My V. w I 7, m uoro x� J �. WETLAND TLOT E 830 63 TLAND 4p ;832 /G xfLYLO Ol ..4AY. M K2833 TEAM DATA 240 PLANTING NOTES zz 2a2 ° PROPOSED DECIDUOUS OVERSTORY 29 QTY. TREE, REFER TO PLANTING SCHEDULE 1. INSTALL 4" MIN. TOP SOIL TO ALL SOD AND SEED AREAS. FINE GRADE ALL SOD AND SEED AREAS. \,y PROPOSED CONIFEROUS TREE, } + REFER TO PLANTING SCHEDULE OVERSTORY TREES 3. INSTALL 4-6" DEPTH SHREDDED HARDWOOD MULCH AROUND ROOT SAUCER OF ALL TREES ISOLATED FROM _ PROPOSED ORNAMENTAL TREE, PLANT BEDS. O REFER TO PLANING SCHEDULE. �* 4. PLANTING SOIL SHALL CONSIST OF 1:1:1 SELECT LOAMY TOPSOIL, PEAT MOSS, PIT RUN SAND. GREENSPIRE LINDEN � STRAIGHT TRUNK PROPOSED OVERSTORY TREE AS 1 X REQUIRED PER TREE MITIGATION. MAKE ALL REPLACEMENTS PROMPTLY (AS PER DIRECTION OF OWNER). Tilia cordata 'Greenspire' 6. ALL MATERIAL SHALL COMPLY WITH THE LATEST EDITION OF THE AMERICAN STANDARD FOR NURSERY STOCK, 40 EXISTING TREE TO REMAIN, RE Lu 01524 + d, TO TREE MITIGATION PLAN. Cl) 13 7. ALL TREE TRUNKS SHALL BE WRAPPED WITH BROWN CREPE TREE WRAP. APPLY WRAP IN NOVEMBER AND COMMON HACKBERRY p� STRAIGHT TRUNK / NATIVE SEED MIX /BOND SIDE d X r SLOPES, MN SEED'MIX 00 M #35 -221 -SHORT NATIVE GRASS DAMAGE TO UTILITIES DURING THE COURSE OF THE WORK. NO V -CROTCH e 2478 + + POND SEED MIX. MN SEED MIX + + #33-261, STORMWATER SOUTH SUGAR MAPLE ._ AND WEST -NATIVE 11. STAKING AND GUYING OF TREES OPTIONAL: MAINTAIN PLUMBNESS OF TREES FOR DURATION OF WARRANTY HT. INFILTRATION BASIN MIX 40' xzxxxx MN STATE SEED MIX #33-262 (A Acer saccharum 'Sisseton' - NATIVE NO V -CROTCH V) 1 i z vy 11 (qDQ-,) LARGE BOULDER OUTCROPPINGS 2.5" CAL. B&B STRAIGHT TRUNK FIELD PLACE ON SLOPES N SEE LANDSCAPE SCHEDULE FOR SPECIES/QUANTITIES- \„ b GRADING / TREE PROTECTION LIMITS w ° 7336- ¢xnf mw mw wtta 2056-- _w"3 205 „rn.rrnr 2a84 ��- $f a 0+�0 201Z/�`1013 'VOncSi,2)15 /' Q. *01 00 m C) / 0070 G'UTLOT A 2073- WETLAND 1 v - (10-214W) , 1 1 g0� , 7y '1-� - r `I- -- w � .. ez zttztttt / xx tt C 3 - �SEID MIX REFai tt - zzz axttzzzzz• 0 ���� /' `�� �- �4'� A -11 II 92� 11 I J w y i x / // _ � � �' A i -" �� •' � 1 264 _��te � .>ti�t .,.,. >k . s7 - 0 9 f r- "` R I I I L_--�- Y' ; duk VF. 21 VJ - 7 2225 ?�-2213\ r % �0 -2 \ fOWETLAN� / i 1 rT-7` L- I 1 sMFXTIUT(IN 5® UIX REFFIi - rm �ccRo r ttttuuxx, y � zxxr.xxxzr._ x � WETLAND 4A a, WETLAND 4 OUTLOT D M] 4 CW Mp{xIw My V. w I 7, m uoro x� J �. WETLAND TLOT E 830 63 TLAND 4p ;832 /G xfLYLO Ol ..4AY. M K2833 C11140 '% O NOTE: ADDITIONAL REQUIRED TREES PER TREE MITIGATION TO BE LOCATED ON RESIDENTIAL LOTS: 0 45 FRONT YARD TREES (WHERE FEASIBLE) TO BE PROVIDED BY HOME BUILDER ON NEW LOTS: OVERSTORY DECIDUOUS TREES: AUTUMN BLAZE MAPLE, SKYLINE HONEYLOCUST, GREENSPIRE LINDEN, RIVER BIRCH. REQUIRED TREES SHALL BE TWO AND ONE HALF (2.5") INCHES IN DIAMETER (B&B) AS MEASURED FROM SIX (6) INCHES ABOVE GROUND. CONIFEROUS TREES: BALSAM FIR, NORWAY SPRUCE, NORWAY PINE, WHITE PINE. REQUIRED TREES SHALL BE 6' HIGH (B&B) AS MEASURED FROM SIX (6) INCHES ABOVE GROUND. TEAM DATA PLANTING PLANTING NOTES zz MMM PROJECT NO: 215-0119 29 QTY. KEY 1. INSTALL 4" MIN. TOP SOIL TO ALL SOD AND SEED AREAS. FINE GRADE ALL SOD AND SEED AREAS. _ REMARKS } 2. STAKE OR MARK ALL PLANT MATERIAL LOCATIONS PRIOR TO INSTALLATION. OVERSTORY TREES 3. INSTALL 4-6" DEPTH SHREDDED HARDWOOD MULCH AROUND ROOT SAUCER OF ALL TREES ISOLATED FROM _ PLANT BEDS. O 11 4. PLANTING SOIL SHALL CONSIST OF 1:1:1 SELECT LOAMY TOPSOIL, PEAT MOSS, PIT RUN SAND. GREENSPIRE LINDEN 2.5" CAL. B&B STRAIGHT TRUNK 5. COMPLETELY GUARANTEE ALL WORK FOR A PERIOD OF ONE YEAR BEGINNING AT THE DATE OF ACCEPTANCE. HT. X " MAKE ALL REPLACEMENTS PROMPTLY (AS PER DIRECTION OF OWNER). Tilia cordata 'Greenspire' 6. ALL MATERIAL SHALL COMPLY WITH THE LATEST EDITION OF THE AMERICAN STANDARD FOR NURSERY STOCK, NO V -CROTCH Lu AMERICAN ASSOCIATION OF NURSERYMEN. Cl) 13 7. ALL TREE TRUNKS SHALL BE WRAPPED WITH BROWN CREPE TREE WRAP. APPLY WRAP IN NOVEMBER AND COMMON HACKBERRY p� STRAIGHT TRUNK REMOVE IN APRIL. HT. X ..' 8. CALL GOPHER STATE ONE CALL AT 651-454-0002 FOR LOCATING ALL UNDERGROUND UTILITIES AND AVOID M Tilia cordoto 'Uttleleof' DAMAGE TO UTILITIES DURING THE COURSE OF THE WORK. NO V -CROTCH Ln 9. MAINTAIN ALL PLANT MATERIALS, INCLUDING WATERING, UNTIL THE TIME OF ACCEPTANCE. v 12 10. COORDINATE INSTALLATION WITH GENERAL CONTRACTOR. SUGAR MAPLE ._ ' ; • 11. STAKING AND GUYING OF TREES OPTIONAL: MAINTAIN PLUMBNESS OF TREES FOR DURATION OF WARRANTY HT. o 40' PERIOD. (A Acer saccharum 'Sisseton' 12. BLEND AREAS OF CONSTRUCTION LIMITS AT PROPERTY LINES. NO V -CROTCH V) 1 13. CONTRACTOR TO SUPPLY DESIGN AND INSTALLATION OF AN IRRIGATION PLAN WITH 100% COVERAGE FOR z vy 11 DESIGNED SOD AND SHRUB AREAS. SOD AND SHRUB AREAS TO BE ON SEPARATE ZONES. USE RAIN BIRD RED MAPLE 2.5" CAL. B&B STRAIGHT TRUNK OR APPROVED EQUAL. INSTALL SEPARATE METER FOR IRRIGATION SYSTEM. COORDINATE WITH GENERAL N X \„ b CONTRACTOR. NATIVE SEED AREAS SHALL BE ON SEPARATE ZONES. IRRIGATION RUN TIMES IN SEEDED I� hob AREAS SHOULD BE REDUCED FOR THE ZONE SHUTS DOWN AFTER THE FIRST 2 YEARS OF ESTABLISHMENT. NO V -CROTCH LLIV) 14. SWEEP AND WASH ALL PAVED SURFACES AND REMOVE ALL DEBRIS RESULTING FROM LANDSCAPE 19 OPERATIONS. 0 2.5" CAL. B&B 1 ! 15. GENERAL CONTRACTOR SHALL FOLLOW THE COUNTY/STATE SOIL & EROSION CONTROL SPECIFICATION FOR r co ' I DISTURBED AREA STABILIZATION. ur)oQ s NO V -CROTCH rn m d QQ l ci -- a 2.5' HT. B&B r ; / was prepared by � , or under my direct supervision (REFER TO TREE MITIGATION NOTE) and e am a duly Licensed LANDSCAPE ARCHITECT 24 NS CONIFERS NORWAY SPRUCE 8' HT. B&B FULL FORM LANDSCAPE REQUIREMENTS HT. X 25' W. UK RMiAe Picea abies a++T+ t 1. RESIDENTIAL SUBDIVISION LANDSCAPE w eurrmruro'r REQUIRED = 1 TREE PER LOT PLACED IN THE FRONT YARD BY HOME BUILDER 'e aTM C0°c' 9 PROVIDED = 1 TREE PER LOT (46 TREES) NORWAY PINE 6' HT. B&B FULL FORM 50' HT, X 30' 2. WOODLAND/CANOPY REFORESTATION REQUIREMENT m� Pinus resinoso REQUIRED = 121 TREES, SEE CANOPY TREE COVERAGE PLAN c PROVIDED = 124 TREES 11 BF BALSAM FIR 6' HT. B&B FULL FORM 3. LANDSCAPE BUFFERYARD REQUIREMENT HT. X 25' W. �-' 11 j REQUIRED GREAT PLAINS BOULEVARD IS A COLLECTOR ROAD, THEREFORE BUFFERYARD B IS REQUIRED BUFFERYARD B REQUIRES 15' MIN. BUFFER AREA WITH 2 OVERSTORY TREES, 4 UNDERSTORY ORNAMENTAL _ r TREES AND 6 SHRUBS PER 100' L.F. 20 SB i 1 TOTAL BUFFERYARD LENGTH = 178 L.F. ALONG GREAT PLAINS BOULEVARD AT A 30' WIDTH, CLUMP - J 1 THE BUFFERYARD MULTIPLIER IS .4 THEREFORE THERE ARE 2 OVERSTORY 3 UNDERSTORY , r / I 1 AND 5 SHRUBS REQUIRED TO BE PLANTED IN THE BUFFERYARD AREA. � r PROVIDED = 2 OVERSTORY, 3 CONIFERS, 5 SHRUBS 34 RD �I 5 GAL POT 5 CANES AT 8' HT. X I TREE MITIGATION: C11140 '% O NOTE: ADDITIONAL REQUIRED TREES PER TREE MITIGATION TO BE LOCATED ON RESIDENTIAL LOTS: 0 45 FRONT YARD TREES (WHERE FEASIBLE) TO BE PROVIDED BY HOME BUILDER ON NEW LOTS: OVERSTORY DECIDUOUS TREES: AUTUMN BLAZE MAPLE, SKYLINE HONEYLOCUST, GREENSPIRE LINDEN, RIVER BIRCH. REQUIRED TREES SHALL BE TWO AND ONE HALF (2.5") INCHES IN DIAMETER (B&B) AS MEASURED FROM SIX (6) INCHES ABOVE GROUND. CONIFEROUS TREES: BALSAM FIR, NORWAY SPRUCE, NORWAY PINE, WHITE PINE. REQUIRED TREES SHALL BE 6' HIGH (B&B) AS MEASURED FROM SIX (6) INCHES ABOVE GROUND. NOTE: QUANTITIES ON PLAN SUPERSEDE LIST QUANTITIES IN EVENT OF DISCREPANCY. GONYEA HOMES & REMODELINGS 1000 BOONE AVE N, SUITE 400 GOLDEN VALLEY, MN 55427 OFFICE: 763-432-4500 FAX: 763-432-4501 ALLIANT ENGINEERING 233 Park Ave S, Ste 300 Minneapolis, MN 55415 612.758.3080 MAIN 612.758.3099 FAX www.alliant-inc.com TEAM DATA PLANTING SCHEDULE zz MMM PROJECT NO: 215-0119 29 QTY. KEY COMMON NAME/BOTANICAL NAME SIZE/ROOT TYPE REMARKS MATURE HT. X SPREAD OVERSTORY TREES z O 11 BL GREENSPIRE LINDEN 2.5" CAL. B&B STRAIGHT TRUNK 50' HT. X 40' W. Tilia cordata 'Greenspire' NO V -CROTCH _ Cl) 13 CH COMMON HACKBERRY 2.5" CAL. B&B STRAIGHT TRUNK 50' HT. X 50' W. M Tilia cordoto 'Uttleleof' O U. NO V -CROTCH Ln Cl) W 12 SM SUGAR MAPLE 2.5" CAL. B&B STRAIGHT TRUNK 50' HT. X 40' W. (A Acer saccharum 'Sisseton' z NO V -CROTCH V) 11 RM RED MAPLE 2.5" CAL. B&B STRAIGHT TRUNK 50' HT. X 40' W. Acer rubrum 'Northwood' Q NO V -CROTCH LLIV) 19 SO SWAMP WHITE OAK 2.5" CAL. B&B STRAIGHT TRUNK 50' HT. X 40' W. ur)oQ Quercus bicolor NO V -CROTCH rn U d I hereby 45 -- RESIDENTIAL FRONT YARD TREES 2.5' HT. B&B FULL FORM was prepared by me or under my direct supervision (REFER TO TREE MITIGATION NOTE) and that I am a duly Licensed LANDSCAPE ARCHITECT 24 NS CONIFERS NORWAY SPRUCE 8' HT. B&B FULL FORM 60' HT. X 25' W. Picea abies 9 NP NORWAY PINE 6' HT. B&B FULL FORM 50' HT, X 30' W. Pinus resinoso 11 BF BALSAM FIR 6' HT. B&B FULL FORM 50' HT. X 25' W. Ablest balsomea ORNAMENTAL 20 SB SERVICEBERRY 'Automn Brilliance' 6' HT. B&B CLUMP 20' HT. X 15' W. Amelanchier x grndiloro 34 RD SHRUBS RED TWIGGED DOGWOOD 5 GAL POT 5 CANES AT 8' HT. X 8' W. Cornus sericea 'Balileyi' HT. SPEC 6 SJ SCANDIA JUNIPER 5 GAL POT 5 CANES AT 1.5' HT. X 4' W. juniperus sabina 'Scandia' HT. SPEC 2 FG Feather Reed Grass 3 GAL POT 4 HT. X 2.5' W. Calamagrostis Karl Foerster NOTE: QUANTITIES ON PLAN SUPERSEDE LIST QUANTITIES IN EVENT OF DISCREPANCY. GONYEA HOMES & REMODELINGS 1000 BOONE AVE N, SUITE 400 GOLDEN VALLEY, MN 55427 OFFICE: 763-432-4500 FAX: 763-432-4501 ALLIANT ENGINEERING 233 Park Ave S, Ste 300 Minneapolis, MN 55415 612.758.3080 MAIN 612.758.3099 FAX www.alliant-inc.com MALEAH MILLER, ASLA Date License No. QUALITY ASSURANCE/CONTROL BY DATE DATE ISSUE PROJECT TEAM DATA DESIGNED: MMM zz MMM PROJECT NO: 215-0119 29 J 29 of 32 z O Q Q _ Cl) W m cc M = O U. Ln Cl) W 0 Q J~ M 0 Q (A a z V) g o�c W o C a a O�w z Q O LLIV) J I ID = 1 Z O ur)oQ LL rn U d I hereby certify that this plan, eee 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 MALEAH MILLER, ASLA Date License No. QUALITY ASSURANCE/CONTROL BY DATE DATE ISSUE PROJECT TEAM DATA DESIGNED: MMM DRAWN: MMM PROJECT NO: 215-0119 29 SHEET 29 of 32 GONYEA HOMES & REMODELINGS 1000 BOONE AVE N, SUITE 400 GOLDEN VALLEY, MN 55427 OFFICE: 763-432-4500 FAX: 763-432-4501 ALLIANT ENGINEERING 233 Park Ave S, Ste 300 Minneapolis, MN 55415 612.758.3080 MAIN 612.758.3099 FAX www.alliant-inc.com Z I a z 0 a a � W W M m a ur)M � Q U') Z > M O LLI Z Z 0 g5 m z CL Q 0 z Z � ~ 0 �N z W oz W W 0 U-)_ U. 0)L) a 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 MALEAH MILLER, ASLA Date License No. QUALITY ASSURANCE/CONTROL BY DATE DATE ISSUE 5-6-16 ICITY SUBMITTAL PROJECT TEAM DATA DESIGNED: MMM DRAWN: MMM PROJECT NO: 215-0119 Krk SHEET 30 of 32 VY v \ `P �r;,' 2239-1 J D O O O 0 Q\ N N *4 "+�'.aeO " 0 0 9� — 918 O i x x v y .. ( ' 928 �� I r - » .•t A N _ N \ .ter° � k _� 1 � �I I - HOMES GON ODE NGS r w`I f— z I 1000 BOONE AVE N, SUITE 400 Z > - ` \\ D �Nr O # I I , GOLDEN VALLEY, MN 55427 Tl m I ; OFFICE: 763-432-4500 '� I Y FAX. 763-432-4501 �l, \ p 0 25 50 100 I \ SCALE IN FEET �` — — — — _ rj s��v /\\ � '�•�� / , r \ \ 2484 S �' / l , 1 y; . T x h _ \\ LLIAN 2485 �' ` / \ ` m�� `� A ENGINEERING J y i : ^� .� i, ... (A `� l X D rn Y '\ \ \ \ r— y o m m 233 Park Ave S, Ste 300 �' z�> I ��., /r.r �- v ; } M In �� Minneapolis, MN 55415 �_ �' vmm W .. 7' V j i �vj j. r.. t mtn—sto I �/\\ , / I � �r .r, o S �, ,. 612.758.3080 MAIN x X — _ _ — \ / u o iv 612.758.3099 FAX v \ "��r' III= a o v _ `, lm _x/- www.alliant-inc.com � '.•.' — --- -902 v.. �d OC D m Z / ���om� �� I. I ti t \ y \ \ � z \ \ `r': i p P _ ..._ a 2706-� I• I z /✓ I I _ rn J 2707-' .. \ — — - / rn e =,.✓ ' , `, I� I \` .\` , : a a 2708-1 LLI W 1 _. '•A, oo 'Inv y'r __ ' - '-1 - -..� ` 9�6, \ r Y 2710-1 0 I I h r u� o N Ln LU F cc a- J J I I s. r \ I w N w- v� / 3 1 m O 1a.LLI InJ Ljv) _ (A I f 0 J D 2739- { \ 0 ZLLI J V-...'. I \ \� 1 .0 w \ U -)I 1 LL rn U d I hereby certify that this plan, specification, or report was O / / •Cad v "' / b me or under m g / v/ �, m prepared Y Y 'V''. v ,720.93- - \ w, direct supervision and that I ,.., • J/ � ,, — — — — — — .0 v `" , � 02'0- 1{ i am a duly Licensed LANDSCAPE ARCHITECT under N' > the laws of the State of - ` MINNESOTA _ L / O � W � �j MALEAH MILLER, ASLA �W� '�� �e „ � , ti t �, Date License No. . \ QUALITY ASSURANCE/CONTROL W is ( p m 9�6 \ , r BY DATE N \ \. m m _ \ ? DATE ISSUE 2638 A S P 1 0v \ \ 4.1� 5-6-16 CITY SUBMITTAL -2833 m n 9' Z N 2640-.L-279 < O K \ • .t• Y .' t o �0,7`_2670 a� L rn o 2680-J PROJECT TEAM DATA 56 �Z - *� 2666` ,r I �aDESIGNED: MPR ZD 771 - DRAWN: ELL ._a x t A C p ; °N° _ _ _ _ "' r 0 PROJECT NO: 215-0119 is rti �� : T o � � x �x )"'7 � rti . l LO 31 N N m n — N SHEET 31 of 32 *G 0 x v y .. ( ' 928 �� I r - » .•t A N _ N \ .ter° � k _� 1 � �I I - HOMES GON ODE NGS r w`I f— z I 1000 BOONE AVE N, SUITE 400 Z > - ` \\ D �Nr O # I I , GOLDEN VALLEY, MN 55427 Tl m I ; OFFICE: 763-432-4500 '� I Y FAX. 763-432-4501 �l, \ p 0 25 50 100 I \ SCALE IN FEET �` — — — — _ rj s��v /\\ � '�•�� / , r \ \ 2484 S �' / l , 1 y; . T x h _ \\ LLIAN 2485 �' ` / \ ` m�� `� A ENGINEERING J y i : ^� .� i, ... (A `� l X D rn Y '\ \ \ \ r— y o m m 233 Park Ave S, Ste 300 �' z�> I ��., /r.r �- v ; } M In �� Minneapolis, MN 55415 �_ �' vmm W .. 7' V j i �vj j. r.. t mtn—sto I �/\\ , / I � �r .r, o S �, ,. 612.758.3080 MAIN x X — _ _ — \ / u o iv 612.758.3099 FAX v \ "��r' III= a o v _ `, lm _x/- www.alliant-inc.com � '.•.' — --- -902 v.. �d OC D m Z / ���om� �� I. I ti t \ y \ \ � z \ \ `r': i p P _ ..._ a 2706-� I• I z /✓ I I _ rn J 2707-' .. \ — — - / rn e =,.✓ ' , `, I� I \` .\` , : a a 2708-1 LLI W 1 _. '•A, oo 'Inv y'r __ ' - '-1 - -..� ` 9�6, \ r Y 2710-1 0 I I h r u� o N Ln LU F cc a- J J I I s. r \ I w N w- v� / 3 1 m O 1a.LLI InJ Ljv) _ (A I f 0 J D 2739- { \ 0 ZLLI J V-...'. I \ \� 1 .0 w \ U -)I 1 LL rn U d I hereby certify that this plan, specification, or report was O / / •Cad v "' / b me or under m g / v/ �, m prepared Y Y 'V''. v ,720.93- - \ w, direct supervision and that I ,.., • J/ � ,, — — — — — — .0 v `" , � 02'0- 1{ i am a duly Licensed LANDSCAPE ARCHITECT under N' > the laws of the State of - ` MINNESOTA _ L / O � W � �j MALEAH MILLER, ASLA �W� '�� �e „ � , ti t �, Date License No. . \ QUALITY ASSURANCE/CONTROL W is ( p m 9�6 \ , r BY DATE N \ \. m m _ \ ? DATE ISSUE 2638 A S P 1 0v \ \ 4.1� 5-6-16 CITY SUBMITTAL -2833 m n 9' Z N 2640-.L-279 < O K \ • .t• Y .' t o �0,7`_2670 a� L rn o 2680-J PROJECT TEAM DATA 56 �Z - *� 2666` ,r I �aDESIGNED: MPR ZD 771 - DRAWN: ELL ._a x t A C p ; °N° _ _ _ _ "' r 0 PROJECT NO: 215-0119 is rti �� : T o � � x �x )"'7 � rti . l LO 31 N N m n — N SHEET 31 of 32 PLANTING HOLE DIMENSIONS ( MINIMUM WIDTH DOES NOT APPLY IN MASS PLANTING BEDS) ALL VALUES ARE AS FOLLOWS: PLANT TYPE PUNTSIZEUPTO (A) MINIMUM (B) APPROXIMATE AND INCLUDING HOLE WIDTH HOLE DEPTH(1) CONFEROUS TREES DECIDUOUS & ORNAMETAL TREES III CONIFEROUS SHRUBS ( SPREADING) DECIDUOUS SHRUBS CONTAINER GROWN PLANTS SOIL TING S(, L TING C l0 L ENED MULCH FINISHED MULCH Sol G--R--�--B-A�Ty�D-E B� B VARIABLE 12" BALLED & BURLAPPED BARE ROOT STOCK STOCK(TREE SPADE) MACHINE -TRANSPLANT STOCK 1 "SCARFY SIDES AND BOTTOM OF HOLE, 1. -SCARIFY SIDES AND BOTTOM OF HOLE. I. -SOAK ROOTS IN WATER FOR AT 1."SCARIFY SIDES AND BOTTOM OF HOLE. 2.' PROCEED WITH CORRECTIVE PRUNING LEAST ONE HOUR BUT NOT MORE THAN 2 "ADD CORRECTIVE PRUNING. 24 HOURS PRIOR TO PLANTING. AS DIRECTED BY THE ENGINEER 2. -PROCEED WITH CORRECTIVE PRUNING 3."SET PLANT ON NATIVE SOIL AT SAME DEPTH AS IT 2."'SCARIFY SIDES AND BOTTOM OF 0^SET PUNT ON UNOSTURSED NATIVE BOIL AS DIRECTED BY THE ENGINEER. HOLE. WAS PREVIOUSLY GROWN, OR THOROUGHLY COMPACTED PLANING SOIL. 3.'"REMOVE CONTAINER AND SCORE OUTSIDE 3"PROCEED WITH CORRECTIVE 4."PLUMB AND BACKFILL WITH THE PLANTING SOIL. INSTALL PLANTSOTHE ROOTFLMEMATORUP OF SOIL MASS TO REDIRECT AND PREVENT PRUNING AS DIRECTED BY THE 5 -WATER TO SETTLE PLANTS AND FILL VOIDS. TO z' ABOVE THE FINISHED GRACE WITH BURUP CIRCLING FIBROUS ROOTS AS NECESSARY. ADJACENT R PLANTING LOOSEN THE SOIL IMMEDIATELY ANC WIRE BASKET. OFUSEO .INACT. ENGINEER. TE 4 "'BACKFILL TO WITHIN APPROXIMATELY WATER TO ER HOLE. SE DIRECTLY FROM ADJACENT TO THE SPADE -MOVED SOIL TO 12'. UM 12" OF THE TOP OF THE ROOTBALL, THEN 4""SET PLANT ON UNDISTURBED NATIVE WATER TO HOLE. SET PLANT SO THE DISTANCE OF 18' AND A MINIMUM DEPTH OF 1Y. WATER PLANT. REMOVE THE TOP IFI OF ROT FLARE IS APPROXIMATELY AT THE O SOIL OR THOROUGHLY COMPACTED 7 -WATER THOROUGHLY WITHIN 2 HOURS PLANTING SOIL. INSTALL PLANT SOR H FINISHED SOIL ELEVATION. SPREAD THE T HORIZONTAL THE BASKET OR THE OPTWO HO TIAL P T ROOTS OUT EVENLY. PLUMB AND 8. -PLACE MULCH WITHIN 48 HOURS OF THE SECOND TO OF HE ROOT RED . REMOVE T02" 1 S WHICHEVER IS GREATER. ALSO R NG WH CHE REMOVE ALL BURLAP AND NAILS FROM THE ABOVE THE FINISHED GRADE. REMOVE OR IMMEDIATELY BACKFILL WITH THE WATERING UNLESS SOIL MOISTURE IS EXCESSIVE, TOP 113 OF THE BALL. REMOVE ALL TWINE. CORRECT STEM GROUND ROOTS, PLANTING SOIL. 9."STAKE AND GUY TO PROVIDE ADDITIONAL SUPPORT REMOVE OR CORRECT STEM CURDLING 5."WATER TO SETTLE PLANTS AND BETWEEN THE STEM AND ROOT BALL AS NECESSARY OR ROOTS. 5. -PLUMB AND BACKFILL WITH THE FILL VOIDS. SPECIFIED. 5"PLUMB AND BACKFILL WITH THE PLANTING SOIL 6"WATER THOROUGHLY WITHIN PLANTING SOIL. (L -WATER TO SETTLE PLANTS AND FILL HOURS. IL -WATER TO SETTLE PLANTS AND FILL VOIDS, 7. -PLACE MULCH WITHIN 48 HOURS OF VOIDS. T -WATER THOROUGHLY WITHIN 2 HOURS. THE SECOND WATERING UNLESS SOIL 7. -WATER THOROUGHLY WITHIN 2 HOURS, MOISTURE IS EXCESSIVE. S"PLACE MULCH WITHIN 48 HOURS OF 8."PLACE MULCH WITHIN 48 HOURS OF THE MINIMUM TREE SPADE SIZE REQUIREMENTS THE SECOND WATERING UNLESS SOIL SECOND WATERING UNLESS SOIL MOISTURE MOISTURE IS EXCESSIVE. IS EXCESSIVE. SPADE DIAMETER OAK TREES, CUNIFE�IAS 9. -STAKE AND GUY TO PROVIDE ADDITIONAL SIZE'C' CALIPER ORNAMENTAL SUPPORT BETWEEN THE STEM AND ROOT BALL AS NECESSARY OR SPECIFIED. PLANTING DETAILS FOR ISOLATED GENERALNOTE: ALL PLANT STOCK MUST BE ACCEPTED IN ACCORDANCE OF MNDOT 3661 PRIOR TO FOLLOWING THE STANDARD PLANTINGDETAILS. PLANTING SOIL IS A COMBINATION OF THOROUGHLY MIXED EXISTING SOIL AND COMPOST MIX AND/OR ANY OTHER SPECIFIED AMENDMENTS. NOTE : 1"HOLE DEPTH FOR B&B AND CONTAINER PLANTS SHALL NOT EXCEED MEASUREMENT FROM ROOT FLAIR TO BOTTOM OF SOIL SALL. IPLACEWALL CHAIN-LINKFENCE FASTEN LOOSELY TO FENCE WITH BIODEGRADABLE STRING. FASTEN LOOSELY TO LATH WITH BIODEGRADABLE STRING 1'X 36' WOOD LATH. DRIVE 12' INTO SOIL AT AN ANGLE SO THAT THE TOP RESTS SNUGLY ON THE WALL OR FENCE. MULCH CONTINUOUSLY; VP TO T BEYOND TERMINAL VINE. - m� corvr. (601 1171' DECIDUOUS/ 12 corvT T21 (18] VINES I YR MED. B.R. li (n1 1 YR. NO.1 BR. (ITT (141 TREES, HEIGHT 2 YR. NO.iBR (421 (151 (r+) coNr. (+a1 (61 TREES CALIPER 0111p C9111 42' 1, to t5' 210 3' S'roT 80" 15to 2.5' Tt04' Tho Er 78' 25D, 3.5' 4'w 6' BID 14' 85' 3.5'l05' 6'to 8' 14'to 16 IPLACEWALL CHAIN-LINKFENCE FASTEN LOOSELY TO FENCE WITH BIODEGRADABLE STRING. FASTEN LOOSELY TO LATH WITH BIODEGRADABLE STRING 1'X 36' WOOD LATH. DRIVE 12' INTO SOIL AT AN ANGLE SO THAT THE TOP RESTS SNUGLY ON THE WALL OR FENCE. MULCH CONTINUOUSLY; VP TO T BEYOND TERMINAL VINE. - EXISTING GRADE CUT AREA PLANT ACCORDING TO PLANTING DETAILS, AS APPLICABLE ON 12 SLOPES OR GREATER. DO NOT CONSTRUCT THE UPHILL HALF OF THE WATERING BASIN. ON WET, POORLY DRAINED SOILS, DO NOT CONSTRUCT WATERING BASIN. PLANTING DETAIL FOR STEEP SLOPES NOTES 1. -BARE ROOT PERENNIALS MUST BE INSTALLED IN THE SPRING BY JUNE 1ST. IF PLANTING IN FALL, FOLLOW FALL DECIDUOUS PLANTING DATES. 2 "ACTUAL DATES MAY CHANGE DEPENDING UPON SEASONAL CONDITIONS, AS DETERMINED BY THE ENGINEER. 3."'FALL PLANTING MAY NOT BE RECOMMENDED OR ALLOWED. SEE SPECIAL PROVISIONS FOR SPECIFIC PROJECT REQUIREMENTS, THE FOLLOWING BARE ROOT PLANTS ARE NOT RECOMMENDED FOR NS FALL DOGWOOD POPWR, HAC RUSSIAN OLIVE, DOGWIXOO POPLAR, H ICUST IR LINDEN. IRONWOOD, HONEYLOCUST, BIRCH, MOUNTAIN ASN, MAPLE, WILLOW. CRABAPPLE, 5FOR DECIDUOUS TREES •INDICATES PROJECT LOCATION PLUM/CHERRY, OAKS, AND SUMAC, 8' FOR CONIFEROUS TREES HOLE EXCAVATION WIDTH IN ACCORDANCE WITH MINIMUM ON STANDARD DETAILS (A) PREPARED PLANTING BED AND BACKFILL SOIL (THOROUGHLY LOOSENED) MULCH FINISHED GRADE m� corvr. (601 1171' NOTE: ' PLANT ACCORDING TO PLANTING MIN. 2' DETAILS ABOVE AS APPLICABLE, it MIN. 2' VINE PLANTING DETAIL 12 corvT T21 (18] VINES I YR MED. B.R. li (n1 1 YR. NO.1 BR. (ITT (141 2YR MED. B.R 1331 (121 2 YR. NO.iBR (421 (151 (r+) coNr. (+a1 (61 112) CONT. (231 "o, 0111p C9111 "E`"�' 1-10 NAME a\eNo\saEcs\0° ENGINEERING DEPARTMENT P1A7- 5309 PLANTING DETAILS FOR TYPICAL INDIVIDUAL PLANTINGS EXISTING GRADE CUT AREA PLANT ACCORDING TO PLANTING DETAILS, AS APPLICABLE ON 12 SLOPES OR GREATER. DO NOT CONSTRUCT THE UPHILL HALF OF THE WATERING BASIN. ON WET, POORLY DRAINED SOILS, DO NOT CONSTRUCT WATERING BASIN. PLANTING DETAIL FOR STEEP SLOPES NOTES 1. -BARE ROOT PERENNIALS MUST BE INSTALLED IN THE SPRING BY JUNE 1ST. IF PLANTING IN FALL, FOLLOW FALL DECIDUOUS PLANTING DATES. 2 "ACTUAL DATES MAY CHANGE DEPENDING UPON SEASONAL CONDITIONS, AS DETERMINED BY THE ENGINEER. 3."'FALL PLANTING MAY NOT BE RECOMMENDED OR ALLOWED. SEE SPECIAL PROVISIONS FOR SPECIFIC PROJECT REQUIREMENTS, THE FOLLOWING BARE ROOT PLANTS ARE NOT RECOMMENDED FOR NS FALL DOGWOOD POPWR, HAC RUSSIAN OLIVE, DOGWIXOO POPLAR, H ICUST IR LINDEN. IRONWOOD, HONEYLOCUST, BIRCH, MOUNTAIN ASN, MAPLE, WILLOW. CRABAPPLE, 5FOR DECIDUOUS TREES •INDICATES PROJECT LOCATION PLUM/CHERRY, OAKS, AND SUMAC, 8' FOR CONIFEROUS TREES HOLE EXCAVATION WIDTH IN ACCORDANCE WITH MINIMUM ON STANDARD DETAILS (A) PREPARED PLANTING BED AND BACKFILL SOIL (THOROUGHLY LOOSENED) MULCH FINISHED GRADE PLANTING DETAIL FOR MASS PLANTING BEDS OPTIMUM PLANTING DATE ZONES IN MINNESOTA ALL PLANT STOCK SHALL BE DEEMED ACCEPTABLE FOR HARDINESS 1, -IF IT t5 HARDY TO THE MINNESOTA ZONE 4D SPRING FALL KEY PERENDUS CONIFEROU DECIDUOUS SEEDLINGS DECIDUOUSCONIFEROUS HAVING THE SEED SOURCE AND ROOT AND GRAFT ZONES 3.4 OR 5 SHOWN ON THE ACCEPTABLE PLANT MAV 1 APRIL 21 APRIL 21 APRIL 21 OCT. i AUG 25 1 ®TO 1-THOUROUGHLY BACKFILL AUGER TO TO TO TO TO INPLACE SOIL. JUNE IS JUNKET JUNE i JUNE 1 NOV, i SEPT. 15 1. —EXCAVATE HOLE OR BED 114 THE DEPTH MAY 1 APRIL 7 APRIL T APRIL 7 OCT 10 AUG 25 2 ®TO JUNE 15 TO MAY 17 JTTO E' TO MAY 17 TO NOV, 15 TO SEPT. 15 PLANTING DETAIL FOR MASS PLANTING BEDS OPTIMUM PLANTING DATE ZONES IN MINNESOTA ALL PLANT STOCK SHALL BE DEEMED ACCEPTABLE FOR HARDINESS 1, -IF IT t5 HARDY TO THE MINNESOTA ZONE 4D 1 "EXCAVATE HOLE OR BED TO ALLOW WHERE THE PROJECT SITE IS LOCATED AND: OR A."PLANT STOCK CAN BE DOCUMENTED AS B. -PLAINT STOCK, IF GROWN OUTSIDE THE ACCEPTABLE CONTINUOUSLY GROWN FOR AT LEAST THE LAST GROWING RANGE LIMITS, GAN BE DOCUMENTED AS TWO YEARS WITHIN THE ACCEPTABLE LIMITS HAVING THE SEED SOURCE AND ROOT AND GRAFT ZONES 3.4 OR 5 SHOWN ON THE ACCEPTABLE PLANT STOCK ORIGINATING FROM WITHIN THE ACCEPTABLE STOCK GROWING RANGE ABOVE. GROWING RANGE LIMITS, ♦♦i ♦t4" �f 4 PLANT HARDINESS IN CHANHASSEN IS ZONE 4b AVERAGE ANNUAL EXTREME MINIMUM TEMPERATURE RANGE FOR ZONE 4b IS -25 TO -20 DEGREES (F) INSTALL GRANULAR FILTER 1 "EXCAVATE HOLE OR BED TO ALLOW X EDGF OF BRANCWNGTO MULCH LINE PLACING THE TOP OF THE ROOT MASS V-3" 1 "EXCAVATE HOLE OR BED TO ALLOW HIGHER THAN FINISHED GRACE. PLACING THE TOP OF ROOT MASS 1'-3" 21 -INSTALL 4" MINIMUM DIAMETER DRAIN TILE HIGHER THAN FINISHED GRADE. DAYLIGHTING AT A LOWER GRADE, AS 2. -AUGER W DIAMETER HOLES ENTIRELY APPROVED BY THE ENGINEER. THROUGH IMPERVIOUS OR POORLY 3."COMPLETE PLANTING ACCORDING TO RA P Y T DRAINED HARD AN SOLEA ER O PLANTING DETAILS SHEET A) ADEQUATELY DRAIN SUBSOIL. 3MIN, 1-THOUROUGHLY BACKFILL AUGER 4'-6' HOLES WITH A UNIFORM INCORPORATED 3'MIN. MIXTURE OF 50% SAND AND 60'% C-6" INPLACE SOIL. " 4. -COMPLETE PLANTING ACCORDING INSTALL MINE -BERM TO PLANTING DETAILS ( SHEET A) . 4".T PERENNIALS 1. —EXCAVATE HOLE OR BED 114 THE DEPTH NOTE' OF THE ROOT MASS. THE NEED FOR USING ALTERNATIVE 2 "CONSTRSET HOLE. PLANTING DETAILS AND WHICH TYPE TO CT BE M 3 BERM WITH SANDY LOAM USE SHALL BE DETERMINED BY THE TOPSOIL. EXTEND THE BERM 045E TO A PSOIL. EXTEND CONTRACTOR AND SUBJECT to WICOMPLEDTH OF 3 TIfAESTHE BERM HEIGHT APPROVAL BY THE ENGINEER. 4L COMPLETE PLANTING ACCORDING TO PLANTING DETAILS (SHEETAI . ALTERNATIVE PLANTING DETAILS FOR POORLY DRAINED SOIL SUBSIDING OR DETERIORATING MULCH SHALL BE ACCEPTABLE THROUGHOUT THE CONTRACT PERIOD PROVIDED THE MULCH DEPTH IS ACCEPTANCE. A MINIMUM 3" DEPTH AT ALL TIMES AND UPON FINAL ACCEPTANCE. OPERAEMNS HAVEC ON AMI ARE UIREDTHEM MULCH WITH E CONTRACTOR'S OPERATIONS HAVE CONTAMINATED THE MIRCH WITH SOIL. NOTE: i."REMOVE MULCH PLACED TO A DEPTH GREATER THAN THAT SPECIFIED WHEN DIRECTED BY THE ENGINEER 2. -PULL MULCH BACK NO LESS THAN 3" AND NO MORE THAN 6' FROM THE TRUNK TYPE OF PUN W CENTER OF PUNTO MULCH LINE X EDGF OF BRANCWNGTO MULCH LINE Y DEPTH OF MULCH Z DEPTH OF MULCH CONIFEROUS TREES VARIES TMIN. 4'-8" 4%T DECIDUOUS TREES 3MIN. NIA 4'-6' 4' -6 - CONIFEROUS SHRUBS VARIES 3MIN, 3"-A• 4'-6' DECIDUOUS SHRUBS 3'MIN. NIA C-6" 4--6' VNES 2'MIN, NIA V" 6' 4".T PERENNIALS VARIES 2'MIN. 2'_A' 2%4" MACHINE-TRANSPUNTED TREES 12" BEYOND EDGE OF HOLE 4"- 6' 4'- V MULCH %ACEMEM DETAIL nccEPrABLE Pu.Nr 6Tocrc GROtANr' R4YGELNRa SYJLIRGE' U8 Dn P1ANi IHARDINE9520NE MRP REVISED: FILE NAME: ENGINEERING PLATE: PLANTING DETAILS FOR 3-14 G:\ENG\SPECS\5310 DEPARTMENT 5310 STEEP SLOPES/MASS BED PLANTINGS I. -FORM A OWBLE-LAYERED CYLINDER USNG 0.25" GRID 3.25" MIN. 1M D OVER ME TOP EDGE M ENE HDPEHIGH DENSITY PWYcMYlENE) GALVANIZED WELDED WRE MESH (HARDWARE CLOTH). OVERLAP ME CUT END 2'. USER UNE TOWAR S THE THREE BOTTOM TASS. 2""DRIVE TWO 1' x I" OPPOGNG HEARTWOOD WHITE OAK ME PLANTING DETAILS REPRESENT ADEQUATELY DRAINED SOL 2."BEND THE HDPE INTO A CIRCLE MTM STAKES INTO ME GROUND 7" MOM THE CENTER OF ME (LENGTH VAR INE SIDE TABS ON ME OUTSIDE OF TREE STEM. 24' MIN, HT. FOR DECIDUOUS TME O6�' 3."SECURE THE MESH CYLINDER TO ME OUTSIDE OF THE TREES AND 12' MIN, HT. FOR 3'"AIGN THE HINGES AND BEGIN STAKES USING OTHER SCREWS AND WASHERS M PINE GHEES SLICING THE 1/4" GALVANIZED WIRE RATCHET -LOCKING TILTS ALONG ME OVERUP. SPACE APPROXIMATELY 4' M CENTER ALONG ME OWRUP. RINGS OUT TO ME PROTECTION STAKE (WM HOC! THROUGH THE HINGES TO INTER NECT THE HDPE $$CREWS SHALL BE ROUND HEAD GALVANIZED 1/8' CIA. x RODENT PROTECTION DETAIL OPTION 2) AFTER SLICING ME MRE THROUGH 3/C LONG "IN WASHERS ALL OF ME HINGES, TURN ME HOOK 12" MIN. 2 PER TAB 15 TOWARDS ME INSIDE OF ME HOPE. OR "RE MESH v "RATCHET -LOCK TIES SHALL BE NYLON AND AT LEAST 8" COMPOST M./OOT 3880 4.'MUM ME STAKE INTO ME GROUNG. LONG, W/DOT 3882 TYPE 6 UNLESS OMERWSE SPECIFIED. STAKE A MINIMUM OF 12'. DRIVE SIX DISLODGING OR TWSTNQ IMBED ME 8ALL. DRIVE PLUMB REGARDLESS OF GROUND BH(6" TENCH. 2 PER 4.'nMBW THE LOWER EDGE OF ME MESH CYLINDER 1' ME WOE A MINIMUM OF SOL SURFACE WMOUT SLOPE. TAB)KTHAROUGHAM BELOW ME SOL SURFACE WITHOUT DISTURBING ME TREE ME TREE ROOTS. 2 -REQUESTS M SUBSMUTE RUBBER HOSE AND ME J BOTTOM TABS AT OPPOSTE ROOTS WRE WYING SYSTEMS KLL NOT BE ANGLES TO SECURE ME HDPE TO 1 -INSTALL A PLASTIC PHOTWEGRSDARLE APPPOYED. NECESSAR FOR CONSTRUCTONI WIN A ME GROUND. 5. --CUT EDGES WILL NOT BE PERMITTED AT THE TOP IF ME 16" LMG TOP OF ME TUBE i0 PREVENT SPECIFIED M NECESSARY MAINTAIN TREES CYLINDER. CUT ME STAKE FLUSH WITH ME TOP OF ME CYUNOER. ENTRAPMENT M BIRDS. PULL NETTING WHERE VANDALISM. INA PLUMB O INA 5 "LIULCH MMM ME CYLINDER SHALL DOWN AS SHOWN. DR "ND S ARE A PROBLEM, D CONOM IS"POLWI STIR MOM STRAPS NOT EXCEED 3' DEPTH AND SHALL BE 6. -MULCH "THIN ME CARNDER SHALL MDT EXCEED 3" 1 ' MIN: PULLED BACK MGM ME TRUNK AS DEPTH AND SMALL BE PULLED BACK FROM THE TRUNK AS TUNNEL SPECIFIED IN MULCH PLACEMENT SPECIFIED IN MULCH PLACEMENT DETAIL _ PROTECTOR ZONE DETAIL T -ME BOTTOM WHORL OF PINE BRANCHES MAY HAVE TO BE BRIDGES WM STEEL PLATE SUPPORTED M 6.""ME BOTTOM WHORL OF PINE REMOVED TO PERMIT INSTALLATION OF 12 MIN. HDGHT WOOD TIMBERS PLACED BANALLY TO ME BRANCHES MAY HAYS TO BE RODENT GUARDS. TREE TRUW RELOWD TO PERMIT INSTALLATION OF 12" MIN. HDGHt RWENi GUARDS. INSTALL ON ALL DECIDUOUS AND PINE TREES. DO NOT INSTALL ON SPRUCE TREES.TALL TREE DIAMETER AT R MINIMUM DISTANCE FROM ON ADECIDUOUS AND LL MINNNS NE M EE5, D. NOT INSTALL M 4.5' MOW GROUND FACE OF TREE TRUNK B PRUCE TREES RODENT PROTECTION DETAIL (OPTION 1) OF -2' 2 PREVAILING WIND4 3.25" MIN. NETTING TREES AND 12" MIN. HT. FOR PINE TREES USER UNE PROVISIONS FOR SPECIFIC PROJECT REQUIREMENTS. PERFORATION ME PLANTING DETAILS REPRESENT ADEQUATELY DRAINED SOL TUBE SHEE77ILJ)LAAEEKTRR� STAKE NTH HOOK (LENGTH VAR CONDITIONS THE CONTRACTOR SHOULD EXERCISE DISCRETION IN SETTING PLANTS 1"-3' HIGHER IN POORLY DRAINED SOILS OR USING RELEASABLE I W�" RATCHET RE TO SECURE STAKE IN n1T FORMED TUBE RECESS _ SEEDLING TREE SHELTER DETAIL - z4 MIN. HT FOR DECIDUOUS ' 24" SIZE FOR GENERAL NOTES TREES AND 12" MIN. HT. FOR PINE TREES SEE SPECIAL PROVISIONS FOR SPECIFIC PROJECT REQUIREMENTS. DECIDUOUS TREES ME PLANTING DETAILS REPRESENT ADEQUATELY DRAINED SOL 1/4" GALVANIZED WRE STAKE NTH HOOK PRUNING DETAILS (Shiao Method} CONDITIONS THE CONTRACTOR SHOULD EXERCISE DISCRETION IN SETTING PLANTS 1"-3' HIGHER IN POORLY DRAINED SOILS OR USING SIZE FOR I W�" ALTERNATIVE PLANTING DETAILS M SHEET B. n1T PLANTING HOLE AND CORIFERWS TREES.ll FOR S SLING ADEWAIE DRAINAGE THE AW POOL IS DRAINED OR IN HEAW POCKET DRAINED OR IMPER"WS SOILS. 130 LBS -HIGH DENSITY POLYETHYLENE. BED CULTIVATION BROWN IN COLON RINGS OUT TO ME PROTECTION LOOSEN ALL ISOLATED TREE PUNTING LOCATIONS AND PUNTING BEDS RIGID AND SEMI ANSLUCENT RODENT PROTECTION DETAIL OPTION 2) TO A MINIMUM DEPTH OF 12'. SOIL AMENDMENTS SHALL BE APPLIED 6- LANDSCAPE STAPLE DURING CULTIVATION. 12" MIN. 2 PER TAB BACKFILL SOL K CULTIVATED AND AMENDED SOIL EXCAVATED FROM PUNTING HOLES. REMOVE ALL DEBRIS INCLUDING ROCKS URGER MAN 3' DIAMETER. FERTILIZER MN/DOT M81 v TDP TAB COMPOST M./OOT 3880 FOLD UNE MULCH MATERIAL W/DOT 3882 TYPE 6 UNLESS OMERWSE SPECIFIED. HINGE ------------ RD • :I UL BOTT(I. T. .TTP. UNDISTURBED SOIL LOOSENED SOL WITH SOIL AMENDMENTS FINISHED SOL ELEVATION IMIN2"1LOOSENED OL WITH SOL AMENDMENTS PLANTING SOIL UNDISTURBED SOL STANDARD TREE STAKING / GUYING DETAIL PAINT TREE CIRCUMFERENCE FROM GROUND LINE TO IST MAJOR BRAN 10'. 2,21 RANGED ANNEL SIT BIM POST (Mn/DOT 341 OR APPROVED EW, MULCH LOOSENED I FINISHED GR, APPUCABLE TO DECIDU OVER 4' CALIPER AND EWRGREEN TREES OW MASS PUNTING TREE PAINTING ' 24" SIZE FOR �( BRANCH. H PUNTING PUN DECIDUOUS TREES CH ANOTHER MAIL BRAN. ME PLANT TYPE "j s) PRUNING DETAILS (Shiao Method} MACHINE TRANSPLANTED TREES 42' AND UP SIZE FOR I W�" 1S IS' n1T WATERING CORIFERWS TREES.ll 10 5S25" BARE ROOT OR CONTAINER SHRUBS 1."USE SEAMLES EXTRUDED, TMN-WALL RINGS OUT TO ME PROTECTION WOODY SEEOUMM RIGID AND SEMI ANSLUCENT RODENT PROTECTION DETAIL OPTION 2) PERENNIALS AND "NES PWYPRGPYLENE TUBES KM A USER V) UNE PERFORATION AND AN Z Q OUTWARD -FARED TM RIM. REQUIRED TO MAINTAIN ADEQUATE BUT NOT v 2. -SECURE ME SHELTER WITH NYM NOTES: W/j� RACHET-LOCIONG TIES ATTACHED TO A LnSTEEL PO51S TO BE NOTCHED OR DRILLED TO I" x 1" WHITE OAK STAKE TO PREVENT RETAN GUY MRES. PUCE WTSIDE OF ROOT DISLODGING OR TWSTNQ IMBED ME 8ALL. DRIVE PLUMB REGARDLESS OF GROUND "�EPROMC�� IRPOF IR BELOW ME ME WOE A MINIMUM OF SOL SURFACE WMOUT SLOPE. T' ROLLED STEEL DISTURBING ME TREE ROOTS. 2 -REQUESTS M SUBSMUTE RUBBER HOSE AND POST (Mn/OOT 3403 WHEN EN PLAN WHEN 4.DIRECTED WRE WYING SYSTEMS KLL NOT BE M APPROVED EQUAL 1 -INSTALL A PLASTIC PHOTWEGRSDARLE APPPOYED. NECESSAR FOR CONSTRUCTONI WIN A NETTING COVER AND SLEEVE OVER ME 3."TREE STAKING 15 NOT REWIRED UNLESS 16" LMG TOP OF ME TUBE i0 PREVENT SPECIFIED M NECESSARY MAINTAIN TREES POLYPROPYLENE OR ENTRAPMENT M BIRDS. PULL NETTING WHERE VANDALISM. INA PLUMB O INA 40 MIL DOWN AS SHOWN. DR "ND S ARE A PROBLEM, D CONOM IS"POLWI STIR MOM STRAPS TED BY M AS REQUESTED BY THE ENGINEER, GO ATTACK NTH TO qa MRE. ATT 4.'MEMOW AFTER ME YEAR. ,sjy yet UNDISTURBED SOIL LOOSENED SOL WITH SOIL AMENDMENTS FINISHED SOL ELEVATION IMIN2"1LOOSENED OL WITH SOL AMENDMENTS PLANTING SOIL UNDISTURBED SOL STANDARD TREE STAKING / GUYING DETAIL PAINT TREE CIRCUMFERENCE FROM GROUND LINE TO IST MAJOR BRAN 10'. 2,21 RANGED ANNEL SIT BIM POST (Mn/DOT 341 OR APPROVED EW, MULCH LOOSENED I FINISHED GR, APPUCABLE TO DECIDU OVER 4' CALIPER AND EWRGREEN TREES OW MASS PUNTING TREE PAINTING FAINT TREE CIRCUMFERANCE FROM ^GQWND IJNE TO FIRST MA B BRANCH. H PUNTING PUN RESPECT STATED DIMENSIONS BEFORE SCALING FROM PUN. CH ANOTHER MAIL BRAN. ME PLANT TYPE AVERAGE AMOUNT OF WATER PER APPLICATION IN GALLONS PRUNING DETAILS (Shiao Method} MACHINE TRANSPLANTED TREES 42' AND UP 5O - IDD M BARE ROOT TREES 15 WATERING 6AUED h BURLAPPED SHRUBS 10 GUIDELINES BARE ROOT OR CONTAINER SHRUBS 7 RINGS OUT TO ME PROTECTION WOODY SEEOUMM 4 ZONE' PERENNIALS AND "NES 3 URGE MACHINE TRANSPLANT TREE ENGINEERING PLATE L am= I REVISED: 1-10 I FILE NAME: G:\ENG\SPECS\5311 I DEPARTMENT I 5311 I PLANTING DETAIL t DEAD BRANCH B C A ..D E' J ��� X111 ^^ANCN BARN M DROP CROTCH PRUNING IS USED FM REDUCING THE A B HEIGHT ONLENGTHOF MAIN H ,�-TC STEMS ORR BRANCHES BY CH ANOTHER MAIL BRAN. ME WHERE IT OCCURS BY DRILLING 50 mm (2') CUTTING BACK TO A URGE PRUNING DETAILS (Shiao Method} I LATERAL BRANCH. M /(TILL/ DK 1 DROP CROTCH OR CUTTING BACK UMNG BRANCI IAMB COLLAR SOME CONIFERS CORRECT TOO TOO TOO PRUNING CLOSE LONG SLANTED CUT f I W k INCORRECT CUT (T00 GLOBE) RESULTING IN OSCMTNUWS CALLUS FMMATM AFTER ME SEASON OF GROWTH. CORRECT CUT(LEAMNG BRANCH COLLAR BUT NO STUB) RESULTING IN CMIINUOUS DOUGHNUT SHAPED CALLUS FORMATION AFTER ME SEASON OF GROWTH. TEPS TO PRUNING 1.-"tST CUT PART WAY THROUGH ME BRANCH AT PONT A. 2.' -MEN CUT COMPLETELY THROUGH BRANCH MM PONT B TO A S.""NOW CUT FROM PONT C TO D. 19F D IS HARD TO FIND, DROP A PLUMB LINE VERTICALLY DOWN TO PONT X. ME ANGLE X -C -D SHOULD BE APPROMMATELY EQUAL TO X -C -E. PRUNING NOTES 1!"LEAVE BRANCH COLLAR (C TO O) 2.""00 NOT RUSH WT (C TO X) 3."DO NOT LEAVE STUBS IS TO A) 4. -BEST TIME TO PRUNE IS LATE DORMANT SEASON M EARLY SPRING. 5.^AVOID PRUNING OAKS IN APRIL MAY, JUNE M JULY. 8."NMIAMAIRY PAINT OAK WOUNDS MADE IN APRIL MAY, JUNE OR JULY WM LATEX PANT OR SHELLAC. DO NOT ENTER ME FENCED AREA o We ,,predate tear cooperation to „wu,, proted lM1aea treae 4uring 0 COnOfNCtigl tW, FURNISH AND INSTALL TEMPORARY FENCE AT ME TREE'S DRPLINE FABRICATE 12' X 9"X 3/8' SIGN WIN 0.75' RADIUS CORNERS ANY GILL REWIRED WTHIN THE DRIP LINE OF TREES SHALL BE AN FU NISHCONAN INS OMITS A9 SPEY PED, PRIM TO ANY CONSTRUCTION. SON SHALL BE WHITE WITH SLACK LETTERING. ATTACH SIM UNCOMPACTEO (WIN A COARSE SAND COMPMENII SANDY LOAM WHEN POSSIBLE PLACE FENCE 25 FEET BEYOND ME DRIP UNE. TO POST USING 1' LENGTH NOW SCREWS, PLACID AT 2.5" TOPSOIL EXCESSW FILL MAY REWIRE INSTALUNG PERFORATED PUCE PROTECTOR SIMS ALONG FENCE AT 20' INTERVALS AND 7.3' RESPECTIVELY MM ME BOTTOM EDGE OF ME SIM. PIPE WITH AT LEAST ONE DAYIJGHTED ENO OPENING AS AN AERgTION SYSTEM. SLOPE ROUNDING DETAIL TEMPORARY PROTECTION FENCE PLACEMENT DETAIL TREE PROTECTION SIGN DETAIL SANDY LOAM FILL DETAIL ENGINEERING PLATE REVISED:1-10 FILE NAME: \ENG\SPECS\5312 DEPARTMENT 5312 VEGETATION PROTECTION DETAIL :VEL I GONYEA HOMES & REMODELINGS 1000 BOONE AVE N, SUITE 400 GOLDEN VALLEY, MN 55427 OFFICE: 763-432-4500 FAX: 763-432-4501 ALLIANT ENGINEERING 233 Park Ave S, Ste 300 Minneapolis, MN 55415 612.758.3080 MAIN 612.758.3099 FAx www.alliant-inc.com BRANCHES SHALLOP THEN Y NOTES: IN OAE SBE CUT H BEYOND A LATERAL A LATERAL BDA OR JUSTB N CH ANOTHER MAIL BRAN. ME WHERE IT OCCURS BY DRILLING 50 mm (2') PRUNING SMALL BRANCHES D BE S IDEAL WT SHOULD BE SHARP. PRUNING DETAILS (Shiao Method} CLEAN. AND MADE OR A MOLT ANGLE. M M 4S0 mm G18'3. BEGIN 3' MM ME TREE N WILL BEAIDENTIFIED INU THE PLAN OR BY ME ENGNEERR AND TRUNK AND PRESERVED BY ME CONTRACTOR. J J NOTES: RINGS OUT TO ME PROTECTION wo I.--PLACE ME TEMPORARY FENCE ZONE' Z LJ 2."RE0UCE SLOPE ROUNDING WERE ROOT ZMES WILL V) BE DISTURBED BY NORMAL SLOPE ROUNDING AS Z Q APPROVED BY ME ENGINEER. REQUIRED TO MAINTAIN ADEQUATE BUT NOT v J.'WARY BACK SLOPE STEEPNESS TO AVOID TREE LOSSOR EXCESSIVE SOIL MOISTURE TO A DEPTH OF W/j� Z UNNECESSARY ROOT DAMAGE, AS APPROVED BY ME IMPACTED TREE DRIPUNE. ME ENGINEER. 3."'A 5 INCH LAYER OF CHIP MULCH "�EPROMC�� PLACED OVER A TYPE III 3]33)) GEOTEXT&E PORARY FIENCE NOMALD FABRIC MAY BE USED IN LEU LY THE ROOT SYSTEM BRIDGE. ROUNCINGG WHEN EN PLAN WHEN 4.DIRECTED BY ME N R E DIRECTED BY ME TI ENGINEER ALL TREE CUT AT MEC LIMITS SHALL BE WT DO NOT ENTER ME FENCED AREA o We ,,predate tear cooperation to „wu,, proted lM1aea treae 4uring 0 COnOfNCtigl tW, FURNISH AND INSTALL TEMPORARY FENCE AT ME TREE'S DRPLINE FABRICATE 12' X 9"X 3/8' SIGN WIN 0.75' RADIUS CORNERS ANY GILL REWIRED WTHIN THE DRIP LINE OF TREES SHALL BE AN FU NISHCONAN INS OMITS A9 SPEY PED, PRIM TO ANY CONSTRUCTION. SON SHALL BE WHITE WITH SLACK LETTERING. ATTACH SIM UNCOMPACTEO (WIN A COARSE SAND COMPMENII SANDY LOAM WHEN POSSIBLE PLACE FENCE 25 FEET BEYOND ME DRIP UNE. TO POST USING 1' LENGTH NOW SCREWS, PLACID AT 2.5" TOPSOIL EXCESSW FILL MAY REWIRE INSTALUNG PERFORATED PUCE PROTECTOR SIMS ALONG FENCE AT 20' INTERVALS AND 7.3' RESPECTIVELY MM ME BOTTOM EDGE OF ME SIM. PIPE WITH AT LEAST ONE DAYIJGHTED ENO OPENING AS AN AERgTION SYSTEM. SLOPE ROUNDING DETAIL TEMPORARY PROTECTION FENCE PLACEMENT DETAIL TREE PROTECTION SIGN DETAIL SANDY LOAM FILL DETAIL ENGINEERING PLATE REVISED:1-10 FILE NAME: \ENG\SPECS\5312 DEPARTMENT 5312 VEGETATION PROTECTION DETAIL :VEL I GONYEA HOMES & REMODELINGS 1000 BOONE AVE N, SUITE 400 GOLDEN VALLEY, MN 55427 OFFICE: 763-432-4500 FAX: 763-432-4501 ALLIANT ENGINEERING 233 Park Ave S, Ste 300 Minneapolis, MN 55415 612.758.3080 MAIN 612.758.3099 FAx www.alliant-inc.com NOTES: H L-1REDUCE COMPACTION ON ROOT SYSTEMS N WHERE IT OCCURS BY DRILLING 50 mm (2') oQ >t__ ORM. HOLES IN ME SOIL TO A DEPTH OF M M 4S0 mm G18'3. BEGIN 3' MM ME TREE N Z - TRUNK AND CONTINUE AT 2' INTERVALS IN J J CONCENTRIC RINGS OUT TO ME PROTECTION wo O ZONE' Z LJ ROOT SYSTEM BRIDGE LJJ (5a V) O 2 -WATERING OF ROOT DAMAGED FROM W BE Z Q "BPATMY PLOW REQUIRED TO MAINTAIN ADEQUATE BUT NOT v EXCESSIVE SOIL MOISTURE TO A DEPTH OF W/j� Z IS' "THIN ME UNDISTURBED PORTION OF ME IMPACTED TREE DRIPUNE. 3."'A 5 INCH LAYER OF CHIP MULCH PLACED OVER A TYPE III 3]33)) GEOTEXT&E FABRIC MAY BE USED IN LEU LY THE ROOT SYSTEM BRIDGE. WHEN EN PLAN WHEN 4.DIRECTED BY ME N R E DIRECTED BY ME TI ENGINEER ALL TREE CUT AT MEC LIMITS SHALL BE WT TO ME MAX CLEANLY TO INE MAXIMUM DEPTH ROOT SYSTEM BRIDGE AND VIBRATOROY PLOW NECESSAR FOR CONSTRUCTONI WIN A VIBRATORY PLOW OR OTHER OWO ROOT ANVATOR.M. CUTTER PRIM TO Y EXCAVAROOT ENDS EXPOSED BYIA EXCAVATION ACIIATICS SHALL BE COVERED "M A 6" A ADJACENT S OYER QU ADJACENT SOL BACKFILL, REMADE, M INSTALL RETAINING WALL AS DESIGNATED IN ME PLAN OR WHEN DIRECTED BY ME TUNNEL ENGINEER. 5."'IF CONSTRUCTION VEHICLES MUST PASS OVER PROTECTOR ZONE ROOT ZONES, CONSTRUCT ROOT SYSTEM BRIDGES WM STEEL PLATE SUPPORTED M WOOD TIMBERS PLACED BANALLY TO ME TREE TRUW TREE PROTECTION ZONE TREE DIAMETER AT R MINIMUM DISTANCE FROM 4.5' MOW GROUND FACE OF TREE TRUNK - OF -2' 2 3"-41 4 B 0 -14 10 1 -19 1z 19 + 15 ".-MEN UTILITY INSTALUTIONS MUST OCCUR UTILITY INSTALLATION TUNNEL WTHIN ME TREE PROTECTION ZONE, AS DERNED IN ME MOVE MART, ME CMMACTOR SHALL BORE (NNNELT UNDER TREE ROOTS THAT ARE TO BE PRESERVED ME CMTRACrOR SHALL BORE AT A MINIMUM DEPTH OF 24 BELOW ME GROUND SURFACE WITHIN THIS ZONE ROOT PROTECTION AND TRENCHING DETAILS DO NOT ENTER ME FENCED AREA o We ,,predate tear cooperation to „wu,, proted lM1aea treae 4uring 0 COnOfNCtigl tW, FURNISH AND INSTALL TEMPORARY FENCE AT ME TREE'S DRPLINE FABRICATE 12' X 9"X 3/8' SIGN WIN 0.75' RADIUS CORNERS ANY GILL REWIRED WTHIN THE DRIP LINE OF TREES SHALL BE AN FU NISHCONAN INS OMITS A9 SPEY PED, PRIM TO ANY CONSTRUCTION. SON SHALL BE WHITE WITH SLACK LETTERING. ATTACH SIM UNCOMPACTEO (WIN A COARSE SAND COMPMENII SANDY LOAM WHEN POSSIBLE PLACE FENCE 25 FEET BEYOND ME DRIP UNE. TO POST USING 1' LENGTH NOW SCREWS, PLACID AT 2.5" TOPSOIL EXCESSW FILL MAY REWIRE INSTALUNG PERFORATED PUCE PROTECTOR SIMS ALONG FENCE AT 20' INTERVALS AND 7.3' RESPECTIVELY MM ME BOTTOM EDGE OF ME SIM. PIPE WITH AT LEAST ONE DAYIJGHTED ENO OPENING AS AN AERgTION SYSTEM. SLOPE ROUNDING DETAIL TEMPORARY PROTECTION FENCE PLACEMENT DETAIL TREE PROTECTION SIGN DETAIL SANDY LOAM FILL DETAIL ENGINEERING PLATE REVISED:1-10 FILE NAME: \ENG\SPECS\5312 DEPARTMENT 5312 VEGETATION PROTECTION DETAIL :VEL I GONYEA HOMES & REMODELINGS 1000 BOONE AVE N, SUITE 400 GOLDEN VALLEY, MN 55427 OFFICE: 763-432-4500 FAX: 763-432-4501 ALLIANT ENGINEERING 233 Park Ave S, Ste 300 Minneapolis, MN 55415 612.758.3080 MAIN 612.758.3099 FAx www.alliant-inc.com I hereby certify t specification, or prepared by me direct supervision am a duly Licem LANDSCAPE ARCHI the laws of the MINNESOTA J r` H LO N Ln oQ >t__ O M M (n N Z - LLJ Z Z Q� J J 0- wo O Q Z LJ O LJJ (5a V) O Q Ln Z Q LL a) v I hereby certify t specification, or prepared by me direct supervision am a duly Licem LANDSCAPE ARCHI the laws of the MINNESOTA J Q H N m M N N J Q� H J wo `a /% IW Q a 5Z U G N W/j� Z / YC a Tat this plan, eport was or under my and that 1 ed TECT under itate of MALEAH MILLER, ASLA Datei L cense No. QUALITY ASSURANCE/CONTROL BY DATE DATE ISSUE PROJECT TEAM DATA DESIGNED: MMM DRAWN: MMM PROJECT NO: 215-0119 1 SHEET 32 32 of 32 Non -Scannable Rom "a" I c 0 Fmk LVO Folder Number c - 1 Folder Name 3 Job Number 2 �� Box Number O FOXWOOD KNOW ALL PERSONS BY THESE PRESENTS: That Providence 55, LLC, a Minnesota limited liability company, owner of the following described property situated in the County of Scott, State of Minnesota, to wit: The East Half of the East Half of the South Half of the Southeast Quarter, and the Southeast Quarter of the Northeast Quarter of the Southeast Quarter, all in Section 23, Township 116, Range 23, Carver County, Minnesota. And also that part of the North Half of the Southwest Quarter of Section 24, Township 116, Range 23, Carver County, Minnesota, lying southerly of the north 730.00 feet as measured along westerly line thereof and lying westerly of the centerline of State Highway No. 101, the centerline of which is described as follows: Beginning at a point on the North line of the Southwest Quarter of Section 24, Township 116, Range 23, a distance of 632.52 feet east of the Northwest corner of said Southwest Quarter; the bearing of the North line of the Southwest Quarter is assumed to be South 88 degrees 46 minutes 29 seconds East, thence South 4 degrees 24 minutes 47 seconds West a distance of 413.72 feet thence on a tangential curve, concave to the east having a central angle of 11 degrees 38 minutes 21 seconds and a radius of 1962.29 feet a distance of 398.62 feet, thence South 7 degrees 13 minutes 34 seconds East tangent to the last described curve, a distance of 217.65 feet thence on a tangential curve, concave to the west having a central angle of 14 degrees 29 minutes 17 seconds and a radius of 1166.15 feet a distance of 294.88 feet, more or less, to a point on the South line of the North Half of the Southwest Quarter of Section 24 and there terminating said point distance 660.44 feet easterly of the Southwest corner of the North Half of the Southwest Quarter. Except that part taken by the State of Minnesota in Final Certificate filed August 27, 2009, as Document No. A506726. Except that part taken by the City of Chanhassen in Final Certificate filed May 31, 2013, as Document No. A577806. AND, That part of the West 271.79 feet of the North 762.28 of the Southwest Quarter of the Southwest Quarter Section 24 Township 116 Range 23, and that part of the North 30.00 feet of said Southwest Quarter of the Southwest Quarter lying east of the West 271.79 feet thereof and westerly of the center line of Hwy 101, excepting that part of the North 330.00 feet of the East 16.00 feet of the West 271.79 feet of said Southwest Quarter of the Southwest Quarter lying south of the North 180.00 feet thereof, and that part of the South 732.28 feet of North 762.28 feet of said Southwest Quarter of the Southwest Quarter. AND The West 271.79 feet of the North 762.28 feet of the Southwest Quarter of the Southwest Quarter, Section 24, Township 116 North, Range 23 West, Carver County Minnesota EXCEPT That part of the North 330.00 feet of the East 16.00 feet of the West 271.79 feet of the Southwest Quarter of the Southwest Quarter, Section 24, Township 116 North, Range 23 West, lying South of the North 180.0 feet, Carver County, Minnesota. That part of the North 30.00 feet of said Southwest Quarter of the Southwest Quarter, lying East of the West 271.79 feet thereof and Westerly of the centerline of State Highway No. 101, EXCEPT that part of the Southwest Quarter of the Southwest Quarter of Section 24, Township 116 North, Range 23 West, shown as F rcel 71A on Minnesota Department of transportation Right of Way Plat Numbered 10-19 as the same is on file and of record in the office of the County Recorder in and for Carver County, Minnesota acquired by the State of Minnesota in Document No.A406988,and EXCEPT that part taken by the Oty of Chanhassen in Final Certificate filed December 18, 2012, as Document No. A567969. AND That part of the South 732.28 feet of the North 762.28 feet of the Southwest Quarter of the Southwest Quarter, Section 24, Township 116 North, Range 23 West, Carver County, Wrnesota, lying East of the West 271.79 feet thereof and Westerly of the centerline of State Highway No. 101, described as: That part of the North 160 feet of the East 16.00 feet of the West 287.79 feet of the Southwest Quarter of the Southwest Quarter, Section 24, Township 116 North, Range 23 West, Carver County, Minnesota, lying South of the North 30.00 feet thereof, all in Carver County, Minnesota. Abstract Property. Has caused the same to be surveyed and platted as FOXWOOD and does hereby donate and dedicate to the public for public use forever the public ways and also dedicate the easements as shown on this plat for drainage and utility purposes only. In witness whereof said Providence 55, LLC, a Minnesota limited liability company, has caused these presents to be signed by its proper officer this day of 20_ Signed: Providence 55, LLC , Chief Manager STATE OF MINNESOTA COUNTY OF SURVEYOR'S CERTIFICATE I Dennis B. Olmstead do hereby certify that this plat was prepared by me or under my direct supervision; that I am a duly Licensed Land Surveyor in the State of Minnesota; that this plat is a correct representation of the boundary survey; that all mathematical data and labels are correctly designated on this plat; that all monuments depicted on this plat have been, or will be correctly set within one year; that all water boundaries and wet lands, as defined in Minnesota Statutes, Section 505.01, Subd. 3, as of the date of this certificate are shown and labeled on this plat; and all public ways are shown and labeled on this plat. Dennis B. Olmstead, Licensed Land Surveyor Minnesota License No. 18425 STATE OF MINNESOTA COUNTY OF The foregoing Surveyor's Certificate was acknowledged before me this Olmstead, Registered Land Surveyor. Notary Public, day of My Commission Expires CHANHASSEN, MINNESOTA 20 , by Dennis B. This plat of FOXWOOD was approved and accepted by the City Council of the City of Chanhassen, Minnesota at a regular meeting thereof held this day of 20 , and said plat is in compliance with the provisions of Minnesota Statutes, Section 505.03, Subd. 2. City Council, City of Chanhassen, Minnesota 22 Mayor Clerk COUNTY SURVEYOR, CARVER COUNTY, MINNESOTA Pursuant to Chapter 395, Minnesota Laws of 1971, this plat has been approved this John E. Freemyer, County Surveyor COUNTY AUDITORITREASURER, CARVER COUNTY, MINNESOTA hereby certify that taxes payable in day of 20 Laurie Davies, County Auditor/Treasurer By: day of and prior years have been paid for land described on this plat. Dated this The foregoing instrument was acknowledged before me this day of 120 by COUNTY RECORDER, CARVER COUNTY, MINNESOTA the Chief Manager of Providence 55, LLC, a Minnesota limited liability company, on behalf of the company. Notary Public, My Commission Expires County, Minnesota I hereby certify that this plat of FOXWOOD was filed this Document Number Mark Lundgren, County Recorder day of 1011 20 , at o'clock _.M. as CITyOFC�/�� ACEI' yEp'�Enl JUN 2 2016 C%%AftPUN'VNQOFpp 11 ALLIANT ENGINEERING oUa= 1 nc 9 auccC o MA TCHL INE -9 04551F_� 30.00 MA TCHLINE N1 0 °55105"W 1 1 41.29 m 41 N00 °02'05 "W 432.28 ------------- \ 1� t 1 b 1 cn 4° �Z 285.87 W `t 0 J 0 `S N LU O 0 0 FOXWOOD / / --33.08 O 73.09 ` ° g ° I I I I \ Q'i gg',31 ry1 g1` 10 S72°0253'E_ 27. _ 2 / ^b P �2°1'� 1 \ 39.96 'iJ LU i l S55'3658'E \ / 'bet' 00 i Q /�` ._50.36yh^ s I I I I I W ! ° ° °o� 9 10 I I 11 I IN 12 1 v O !\� 4249 723E > 24.03x\ / l 1 I I I I 13 D \` \ 2.72-N It 42 O A=10°4 19° "'; N iD�3 0 0 Stn > s� I I I I I 1 "2?3 -J L 60.60 t?- ' 00192• 1 - - - X0.91 82.00 90. 00 p=220. 11 0 ,o >0.00 87.52 S01 °OT 2'E 252.51 2 p1 / 11 ry o 18°34,27. 50°0 \rya �ry Srr?T `d Mob a ;19.w -09 1 '9'330.00 106.97 I i 8=280'00 / 1 _ G=18°34'21" I S0100702"E 252.51 1 30 / 51.83__ -I - 68.49 _ 90.00 _ 94.02 O r / A=8°59'59" �'--,--- r-- -1 r� O / S81°32'40"E_____- I I 1`-55.14 O 5i % 56.41 I A=9°34'22" uao°Cb N I I T Iw 0 LU \DETAIL BFdb \00 I I I z C J 1\ / ^ \ N z I I s q 7?0 \ \ / / / \ \S\9 I I I \ C'7,?,?. -. �' C'7 0 v /� i I I �DETAIL Aq` L------� ` o i- ^N �� ' / \ / / / S?s'7� S01°oT02"E 90.00 SOl°OT02"E 107.038 Gla 4�0 00 \ / 6°K'� 0 42.65 0 47.35 - - - 98.04 - = 3 r� 1010 -19.73 QbIPA C i A=45°4T51" X0 d' \ w, / 25.95_ A=24°46'49" ; / 00 1 L=42.79 �,,`t,L^ / / \ o \/ A=4 51'56"\ L=51.19_\ o7gve `d 92.56_ 110 101 _ _ _ 1 \ ✓ // / A=10°2826° \ 90°,o S a --SO °44 4°06'24" � -31.62 48.45 J ` 56.50 \ \ I yam, / N /� 00024 45° SOl°OT02"E 80.07 i \!--A=5305T00" \ \\ 99 a\So°44 45" _ "vt 15816 4.4'�ss7 L=21.1a °"a N12°2g�2 619, , A=78°09'11" c 3 S07°0702"E 0 6.18 ' 4 / _79.57 0) 11 Tai '5b /- A=75°58'51" F- 108.32__/ 2A0• / A=103 2631 R=60 00 / S63°35'39'W --------------- C 587.36 21.06 ------- --- - 314.55 W. LINE OF THE E --�---SOO°O.3'40 "W 1988.95 I/2 OF E. I/2 OF SE \ l/4 OF SEC. 23 /N16°00'56"E / 4.04 1 I DETAIL A NOT TO SCALE LN16°00'56"E 1.74 1 I DETAIL B NOT TO SCALE DRAINAGE AND UTILITY EASEMENTS ARE SHOWN THUS: I I 5y I I � II I I I I o I I I I -�--J L ----- NOT TO SCALE Being 5 feet in width and adjoining lot lines and 10 feet in width and adjoining right of way lines, unless otherwise indicated on the plat. Z 0 30 60 120 SCALE IN FEET THE NORTH LINE OF THE SE 1/4 SEC. 32, T. 115, R. 21 IS ASSUMED TO HAVE A BEARING OF S89013122"W Denotes found monument 1/2 inch iron pipe o Denotes set 1/2 inch x 18 inch iron monument marked by license no. 18425 unless otherwise shown ® Denotes set mag nail and brass disc marked by license no. 18425 D&U Denotes drainage and utility easement 11111v ALLIANT ENGINEERING 3HFFT R OF A SHF \ \ r3 \ -\ -_---- -7a-------------- \ --E. LINE OF THE E / S00°0645'W 294.17 ----------------- j //2 OF E. 1/2 OF SE % l r r l/4 OF SEC. 23 -7 x39.24 61.02 - � S00 002'05 "E 558.65 167.28 ,�`- - 189-.51 - - - - - - - 7 � 128.07 It I I I I i \ ` N40°1653"W---- \ � r ` - ` -S5/'0/241F 24.2 / / 00 0 3 5833" \52 AA 10 / / --33.08 O 73.09 ` ° g ° I I I I \ Q'i gg',31 ry1 g1` 10 S72°0253'E_ 27. _ 2 / ^b P �2°1'� 1 \ 39.96 'iJ LU i l S55'3658'E \ / 'bet' 00 i Q /�` ._50.36yh^ s I I I I I W ! ° ° °o� 9 10 I I 11 I IN 12 1 v O !\� 4249 723E > 24.03x\ / l 1 I I I I 13 D \` \ 2.72-N It 42 O A=10°4 19° "'; N iD�3 0 0 Stn > s� I I I I I 1 "2?3 -J L 60.60 t?- ' 00192• 1 - - - X0.91 82.00 90. 00 p=220. 11 0 ,o >0.00 87.52 S01 °OT 2'E 252.51 2 p1 / 11 ry o 18°34,27. 50°0 \rya �ry Srr?T `d Mob a ;19.w -09 1 '9'330.00 106.97 I i 8=280'00 / 1 _ G=18°34'21" I S0100702"E 252.51 1 30 / 51.83__ -I - 68.49 _ 90.00 _ 94.02 O r / A=8°59'59" �'--,--- r-- -1 r� O / S81°32'40"E_____- I I 1`-55.14 O 5i % 56.41 I A=9°34'22" uao°Cb N I I T Iw 0 LU \DETAIL BFdb \00 I I I z C J 1\ / ^ \ N z I I s q 7?0 \ \ / / / \ \S\9 I I I \ C'7,?,?. -. �' C'7 0 v /� i I I �DETAIL Aq` L------� ` o i- ^N �� ' / \ / / / S?s'7� S01°oT02"E 90.00 SOl°OT02"E 107.038 Gla 4�0 00 \ / 6°K'� 0 42.65 0 47.35 - - - 98.04 - = 3 r� 1010 -19.73 QbIPA C i A=45°4T51" X0 d' \ w, / 25.95_ A=24°46'49" ; / 00 1 L=42.79 �,,`t,L^ / / \ o \/ A=4 51'56"\ L=51.19_\ o7gve `d 92.56_ 110 101 _ _ _ 1 \ ✓ // / A=10°2826° \ 90°,o S a --SO °44 4°06'24" � -31.62 48.45 J ` 56.50 \ \ I yam, / N /� 00024 45° SOl°OT02"E 80.07 i \!--A=5305T00" \ \\ 99 a\So°44 45" _ "vt 15816 4.4'�ss7 L=21.1a °"a N12°2g�2 619, , A=78°09'11" c 3 S07°0702"E 0 6.18 ' 4 / _79.57 0) 11 Tai '5b /- A=75°58'51" F- 108.32__/ 2A0• / A=103 2631 R=60 00 / S63°35'39'W --------------- C 587.36 21.06 ------- --- - 314.55 W. LINE OF THE E --�---SOO°O.3'40 "W 1988.95 I/2 OF E. I/2 OF SE \ l/4 OF SEC. 23 /N16°00'56"E / 4.04 1 I DETAIL A NOT TO SCALE LN16°00'56"E 1.74 1 I DETAIL B NOT TO SCALE DRAINAGE AND UTILITY EASEMENTS ARE SHOWN THUS: I I 5y I I � II I I I I o I I I I -�--J L ----- NOT TO SCALE Being 5 feet in width and adjoining lot lines and 10 feet in width and adjoining right of way lines, unless otherwise indicated on the plat. Z 0 30 60 120 SCALE IN FEET THE NORTH LINE OF THE SE 1/4 SEC. 32, T. 115, R. 21 IS ASSUMED TO HAVE A BEARING OF S89013122"W Denotes found monument 1/2 inch iron pipe o Denotes set 1/2 inch x 18 inch iron monument marked by license no. 18425 unless otherwise shown ® Denotes set mag nail and brass disc marked by license no. 18425 D&U Denotes drainage and utility easement 11111v ALLIANT ENGINEERING 3HFFT R OF A SHF I IS89 023'34 "E 67/.93 N. LINE OF THE SE I/4 --' O FOXWO 0 D O OF NE I/4 OF SE I/4 _ OF SEC. 23 4 MA TCHLINE MA TCHL INE I o 0 ri U w x W vi 3 � m Ci 0 I ` Vj A 2 h DRAINAGE AND UTILITY EASEMENTS ARE SHOWN THUS: ib O h 5 r, U II h ^Cib IN � O QWhL�— � h / S08 05428 "W I / 30.36 %--GREAT GREAT PLAINS BLVD. N90 000'00"E 32.00 I NOT TO SCALE Being 5 feet in width and adjoining lot lines and 10 feet in width and adjoining right of way lines, unless otherwise indicated on the plat. N 0 30 60 120 SCALE IN FEET _N89 053'00 "W /6.00 THE NORTH LINE OF THE SE 1/4 SEC. 32, T. 115, R. 21 IS ASSUMED TO HAVE A BEARING OF S89013'22"W Denotes found monument 1/2 inch iron pipe o Denotes set 1/2 inch x 18 inch iron monument -MA TCHL INE marked by license no. 18425 unless otherwise shown ® Denotes set mag nail and brass disc marked by license no. 18425 D&U Denotes drainage and utility easement ALLIANT EN GI NE EN I NG OtttC 1 4 UY 3 JI"ICC I J 0 d e 3 � I I h � 4 o r% O O 4 Z o 4 MA TCHLINE MA TCHL INE I o 0 ri U w x W vi 3 � m Ci 0 I ` Vj A 2 h DRAINAGE AND UTILITY EASEMENTS ARE SHOWN THUS: ib O h 5 r, U II h ^Cib IN � O QWhL�— � h / S08 05428 "W I / 30.36 %--GREAT GREAT PLAINS BLVD. N90 000'00"E 32.00 I NOT TO SCALE Being 5 feet in width and adjoining lot lines and 10 feet in width and adjoining right of way lines, unless otherwise indicated on the plat. N 0 30 60 120 SCALE IN FEET _N89 053'00 "W /6.00 THE NORTH LINE OF THE SE 1/4 SEC. 32, T. 115, R. 21 IS ASSUMED TO HAVE A BEARING OF S89013'22"W Denotes found monument 1/2 inch iron pipe o Denotes set 1/2 inch x 18 inch iron monument -MA TCHL INE marked by license no. 18425 unless otherwise shown ® Denotes set mag nail and brass disc marked by license no. 18425 D&U Denotes drainage and utility easement ALLIANT EN GI NE EN I NG OtttC 1 4 UY 3 JI"ICC I J f FOXWOOD CHANHASSEN, MINNESOTA o n ao 3ao [c® VICNNI 1 Y MAY SHEETINDEX NO COVERSHEET I DETARS 3-3 METING OONEIMONS SURVEY LS SITE, LIGH]INQ SIGNAGE, AND TRAIL PLAN 6i GRADING AND DRAINAGE PLAN 411 POND AND INFILTRATION BASIN$ 13.13 EROSION AND SEDIMENT CONTROL PLAN 1416 EROSION AND SEDIMENT CONTROL NOTES AND DETAILS 17 SANITARYSEWER FORCEMAIN PLAN AND PROFILES 18 SANITARY SEWER AND WATERMAIN PLAN AND PROFILES 30." STREET AND STORM SEWER PLAN AND PROFILES i 28 STREET INTERSECTION DETAILS 31 LIFTSTAMN AND FORCEMAIN DETAILS 30.33 ENCLOSURE LAYOUT DETAIL- W- PANEL (UMN. I]U30) 33 INNER DOOR AND INTERIOR LAYOUT DETAIL. U 30.2m. 130.30) 30 NETWORK DIAGRAM -TYPICAL IO 33 VARIOUS SCHEMATICS 36 WETLAND MANAGEMENT PLAN 3] TREE CANOPY COVERAGE PLAN 1R TREE INVENTORY AND PRESERVATION PLAN 3043 LANDSCAPE AND REFORESTATION PLAN N46 LANDSCAPE DETAILS 47 DEVELOPER PROVIDENCE 55. LLC IOW BOONE AVENUE NORTH SUITEAIRI GOLDEN VALLEY. MN 5.N3] PH '6141249k CONTACT: BILL COFFMAN EM', bilkMTmnmacbWxml.mm CONSULTANT ALLIANTENGINEFRINGANC. 333 PARK AVENUE SOUTH SUITE 1. MINNEAPOLIS. MN 55,115 PH', 613-]StldnMi M 1.2-75 -Z ENGINEER MARK BAUSCH LICENSE NO. 414N EM'. MINIw IDB UINArc.mm SURVEYOR DENNIS B. OLMSTEAD LICENSENO. IRI" BM'. Oelmlwa/NmIliXmtirc.rom LANDSCAPE ARCHITECT MALEAH MILLER LICENSENO. 1950 EM:Innllll[rtnnlllnntirc.rom ;l 'YOFCHANHASSE( RECEIVED JUN L d ZU16 CHANHASSEN PLANNING OF.PT Ebm p6.J1E5' tjPS PRS �N f ,1oN Ell GONYEA HO.U. REMOCEUW8 0 ALL I A NT }3] PeM Ade 3, 31e 908 Minnmgi6, MN 6N�5 612.75, 9080 u�r 812.i58 YA9 rn wxw.tliantMc.cmn 1 — 1 .IAT 3 T d!m U 1e. iY. y _.'SY4lAXw�. t �r PaE,� EI GONYEA NOM.�6 N�MOO�E 11NG5 ALL I A NT X19PoMM 9, SM'MJ MlnnupMe MN.'a 6121.... e12 Too eave ... 4` S N m ^X ~ 0 iAi� acv auunr .n11Mxu/o6:6e6E &11� noww rtn: nn 2 of 47 (1 rtrsr_ =mra �r s ...,., x u 1e. iY. y _.'SY4lAXw�. t �r PaE,� EI GONYEA NOM.�6 N�MOO�E 11NG5 ALL I A NT X19PoMM 9, SM'MJ MlnnupMe MN.'a 6121.... e12 Too eave ... 4` S N m ^X ~ 0 iAi� acv auunr .n11Mxu/o6:6e6E &11� noww rtn: nn 2 of 47 r'vLl� ✓.. k, .h 2K �...... .. i S'dAS:AIT.L 4 G` --t-7 - ala FE11 GONYEA NOMEu6 RE'.• M"OOE;Ilg6 ALLIANT saa esti aw a. ewxo uimeeede. Ae�ees,e a,s.>se.aoeo ... e�s.na.6ess .0 aaaereea.� N �'k�OJEC� I NAME O1U^ PRE\MNP .n. 3 o1.1 10 { I� .� J L, • e PI� .I y • ,�= / . Y I LEGAL DESCFIPIION I I • i i _ \ Vb o,'S:^ ,. r e I ° iw.u:.wr"'.�o :in.�e,".:r..°�.'.:�.�..w..a.. Via. iii i I.xis•yf.� ,°d,(, a sm mTs•. _� 1, to I u I �w -I M �w.n�nusru. �.4 auw «.�T.'�.s `I II •1,/ O � [D n awunm°uaun�.W ua.w awer.� =-------•---, CS.j I a • '�` a rM - j i I I �« �S ) - � .«`«.ti.«+RR�aMm.: mr:� �...�.....'"...`n..`..°..". wµ..: • � •\'- � III j LEGEND a- -�� \\ I u S-1 P'.�ra-mx..w,"—� .sio +. x• ,�k,.kY,p ..}.r^i` �o-�R.,..� o�..o.�. II p�u . un''Ds ^F• ,Pn / ((}}� y IW _ GMY {1L^ }��, y e _ NT9'W ��vPa O L°la[ t. 4_IPP o. IIII li"� OIC° Y !• ! E ..\ • ��/i.C�\ /SII,°Y' �.� _JET 5F8 �zn �nwaemeoo AL III REVIEW $i .YMnlJntcom Y GONVEA HOMES g '� Nro YIp ORFAi IWNB&V0. N ® L%,AH M.WI TA WI, 9 j�� �.�+— c��,�•ti ,�:, �, err+ �P� m �- oo r; i -�E ..eP•n'oo'w VICINItt MAP g 0 elre it T Tic— .3 '. Rte, � 'A C47 g -I- .A- www 4 r I S ���{^ •�•� Q'n• ]b PKev.Bµ&e Oro .+nu.swr r�u MlnrcydM, MN bMIb w^"r uuw eu.rbe.mm nw "� ALLIANT „,'y �F° W s 0 I I se°mesrw 67111I GONVEA HOMES 8E w® raw cxuEN. NNNL.. unn�w YYt M I61 pyNW96EN. MNNE90i/.lNlf if TYPICAL LOT DETAIL SITE PLAN DATA QreoAem o.`c �ooeaa M+ I�� ��nn nmrnax w1e uxaeEm�aa L, iR lOmrt �ssw / Iy1 nPn w wv aoumx ' J11LLL ww� [o•am vAa !u rtwq INL wo fox m Iun. aide 1 �� smnl WISP ': A ems[ wnm. pee e[nM uiG J. ��+ 'LEGE'ND': L f i O rtlix0 Ma Yee T4O anu en. Ell GONYEA W MEG 6 REMODELINO6 �GwM R�W� ALLIANT M3 Pern Ave S, SW 3W F1lnneap30W. 55916 613.)SB ]OEO xw 6�e1 ]59SOPd •u ElnnHrc.com a 0 z a w a z a ti z PN m € xz N J O 83 z > LL u IL O w r�irw� w i �� vireiMePN Ell GONYEA W MEG 6 REMODELINO6 �GwM R�W� ALLIANT M3 Pern Ave S, SW 3W F1lnneap30W. 55916 613.)SB ]OEO xw 6�e1 ]59SOPd •u ElnnHrc.com a 0 z a w a z a ti z PN m € xz N J O 83 z > LL u IL O w r�irw� w i 1 --------- M LEGEND: GONYEA MES f REWDELIWS 1 y IP YK� 1 1 R.Y�e MC ms — _ N.n.nrarmx m e[Meee e � � remee '. O o.' m \ i ALLIANT .,i-BL 1 „'.. -., ........... W d' �' 11 ,1 Eaa r.rw n.a suaoo A I. r/ 11\ A l / S Mma.p°Ib.MN EN16 ........, l / X filvmww .,x� �y � 1 OMELOTA�OYiLOLA I WETLAND (1M14W) 6 — euWw -,.•"' ✓� i'^"\ ` u '°`�" - envbW ealeerc Qo i w : II !r D 1 ' 1 le eV ROeepl J ox 'I,• ' , 1 A 11W'"a'''Mi'i II ._ ..�IBLDCK 61, I I I�eE .••Nn,T m.. J� I •-. i i�``7.. sI - / / n"; e?�, ,a �-_- ____ t'd F� J �L KIl w f� `i ,'Ie� �� WET, S.,. r 7.147 I 1B 1 I 11 1 I OIR i W] ! -- q BLOCKS Ii` �, II iEf tl �M V E ; s yyy DAN P r 7.147 I r --y;� -- 7 7 -� rnuwoR PAI .. i _______.�, •� �.: '' ( , b,,I/�p` • 1q ` GONYEA ,� `�``,` /// .._� /� •`�♦ \ n V�,,\` rm 1`I — ALLIANT if , / —(p1 r J,/ V � NP �`` I / B1R.i583Wi r• 1p `. . � `, l�' —._ rJ L__— ` \ � g `J �/'d1 � _ • I �f \ w«w.Wem xc w+� � M1 a ` .mwa AlRLf �•. I � ' ��.— 11 RPQMIII{WY / ° - ___ ).`�_ __� ____ � I' 2 �'. � �' _ - \' J � � i �Ji i � it li �•. �o n a (� 71 z C \\ i�l xI11 /r lI I la L l I 'e Jl'—_ J _ _ J, J i �E, 1 �% i E �Iw(Yr L �, I / - yr rtAZM \L `• � \ _ _--J , ✓ � u , • use. n LEGEND:`,: .m.ln f I ©.nolo RYRA rt. PPvaP °I"PaY 3 049 r GRADING NOTES' GONYEA MMES A REM00EONGS ie�m.mis ma,erna.vv.. orm m• rumui roe "no.o m • se� � w asap ter' wn ALLIANT w.�m. wn, ..o .ewa =MWM=—".oro. W Pore ,.. GBM S]0 ...�e n�wm.,uc ian wm.wue xmm�n MNMN eM16 611M.— A- izne.ewe... RETAINING WALL NOTES: 5 w INFILTRATION BASIN NOTES: k 0 5 a DEVELOPER: MMinr rawm/mN.M —�— GRADING LEGEND: � ro,o r .m 9 of 47 �yI N It AM 1GONYEA NOM 1 EBeREMOOELINOb axl MCCNV4l°VY1w1M0 C), EY. IeL°i.A 1Y OW <i wM n 1Nen f� DNT, P�G`\ EONBtPUEt\ f 4I�� W ALLIANT OiTV '1 � lel f'E � / � �� fi './ \ \�a •w''°9 ,/ I °', � e\z.vx.zaez ..� yt WETLAND 1 - artwrA .S (ID�214W) z \ � �• w�� ♦ � E Or - � c '-g 1v i � I �, I g a TF e ' i 04. °°c.° 0 I-rm a r � � +SPT• � � I � v.. I I • - ' F ��. .we�r ��m.r ` t A IO °^E WET S, i GRADING LEGEND: 014011 y1 'b NIS 0. a10,. o oa. • m.+ wen 1D047 s' s z m g o O S A 0 aerar.nnxmx ..c. v mixmmw'xo�°"m e e e • .e • e ° . e °e e rov e ��►�- •i a u%N a0 f � • � -ti. +yam f I ' L �.•y i ..Y e o, i � I � tDDy GRADING LEGEND: o � � Q o °o I o oe 1..%0 0' t i o e a , I uw pp , 00 NO rm baa ° uO ©e«�.rr�uor rm ��o PR.�•" „o %p a t x 1 O. 0 0 (,( {{Q f3 NOMGOMoEAuas as axµbR.e r xxsr F of All b>. o xa Mt 1 ,- r' ALLIA NT e A F F •e t]3 9.9b ]YJ o I II . M(q� el pp +a 1 s' s z m g o O S A 0 aerar.nnxmx ..c. v mixmmw'xo�°"m e e e • .e • e ° . e °e e rov e ��►�- •i a u%N a0 f � • � -ti. +yam f I ' L �.•y i ..Y e o, i � I � tDDy GRADING LEGEND: o � � Q o °o I o oe 1..%0 0' t i o e a , I uw pp , 00 NO rm baa ° uO ©e«�.rr�uor rm ��o PR.�•" „o J ti o °`•' t x 1 O. 0 0 (,( {{Q f3 NOMGOMoEAuas 6`4�`FN axµbR.e r xxsr F of All b>. o Mt 1 ,- r' ALLIA NT A F F •e t]3 9.9b ]YJ o I II . M(q� el pp erM.l eapM MN EMIE ali�(D, E127 11 ]SX.bW ew 0, nioa� m J ti POND 1 B niw A -Y N B dSTONMINATEH POND EMERGENCY OUTLET SECTION INTS) \ SE!C szo � T N A -A 920 mMxn pgwp 918 1—.__ _ N........ 918 917 912 99890P P� unp [ 994 9W a = 900 900 895 895 894 894 R Rs cR El GONYEA W MEBi MMODEl1NOB mn Hv4W.w wii Uiu tta�urem� 0 ALLIA NT 3]] Pux Pw 9. Bb]OO 42.7. dY.MNIN IS 8610.]Ml.b&1 — 12.]S9.]OW rra wxvreBen�inc cmm N z QN m z O a m5! m w'j 7 LL z N Z 3� r_ °o g a 0 J pO gYYlr 1BE[YMV[ rwxn ¢.x an INFILTRATION BASIN 1 o ., C) o `. Off, .00 ! O ( 0c O . 0 O e ! fNEWICI PUILM O R l �a. wr"anr °E0 Tau _ If( 904', _ --_ _' /. 904 900 } 900 I 696 096 INFILTRATION BASIN NOTE:... s �-�..�nemrnza' mwnu w °`tel Rv Rev " PRE'Pp6 D PKTR BASIN 2'" 1 OM EL 891 OP EL 891.80 HWL B97.00 M .WII1g41 W16 � I 900 \\ B92 RRR 11 I =nM .- 6p Afi .1m A AN VlFW STORMWATER POND EMERGENCY OUTLET SECTION (NTS) FEI GONYEA IpMEp 6�6 FE�O'pE �INp6 0 ALLIANT Y1l PUF Rve l,Sb]p] Mlveapdb. MN S511fi fil'1,lfiB YJB] uw e�,lsfiaw6 ... 13 130147 r LEGEND: IS w.m.¢nnm u..n ur.w.l QS.- 13 sxc m. m.m❑ xn DND .mow NOTE TO CONTRACTOR: ml ISSIT EROSION CONTROL RESPONSIBLE PARTY: IS w smi wxrixi,„ CONSTRUCTION SEQUENCING: St O1iYuxf. M115E SIT ISIS wlTii�iQV PnYva SWPPP BMP QUANTITIES (PER PLAN): SILTMsI .mx m w/ rxu .uxs E SISI rw cI.ISusr. 1SSIm.. ISIS .A.. LI I Ip1YA I1[yE[.0 MEn q,nf tt z NOTE: • T:T i I mao� I— 1 .� x..s, AT I w.laawl, mleweo-�v i1w n ° ...r wll.n a papr.w O.m„rrt al I­x..T ure El GONYEA HOMES {REMOM ENDS ALLIANT 231 PSI IL- S. SIS ]ao MlmaI MN SW 15 S 11]59]Oi].r. rrmv.Wen4lm.cwn 14 — 14.147 1 a w IN V\l U DwPNt. y PC aE� ,DA ` M a; =0 OLTWTA ...'.IN ---DND--^ .as K 4 IN -s �'44 (1 e,. �- _ ncy GONYEA 11OME64 REMODELINGS p ---DND 0! IN If REssENT MAT it IS ® n� A '.�wro to s near. aoo �9LTIDN 1 ��tE''�A�E M OaM MNBW I6 1� r�io'iNr nlz csww ... WETLAND 1 (vo-uoW) nmecr IIAIRNIY DISCHARGE POINT TO BLUFF aR�w CREEK VIA WETLAND Ro .RM>M iws10Mn9 W IBFF CREEK IS AN IIWAIREDWATERS wya aN1 WITHIN I MILE) EEEALI�VYI11�a1 M a; =0 OLTWTA ...'.IN ---DND--^ .as K 4 IN -s �'44 (1 e,. �- _ ncy GONYEA 11OME64 REMODELINGS p ---DND 0! IN If REssENT MAT it IS ® n� A '.�wro to s near. aoo �9LTIDN 1 ��tE''�A�E M OaM MNBW I6 1� r�io'iNr nlz csww ... LEGEND:I� rCIND -'— mr ra . d, ITT 1,: .15INR ,. m 15047 z g x e I p O z O E—ANU F MEN w.xxexsx TETAIL z DO 0 :' DO C I� u J g s LEGEND:I� rCIND -'— mr ra . d, ITT 1,: .15INR ,. m 15047 Jay=ON ''!!�y�.T.��_� 5 �����►�� � � �e,' fid �, �� a e <o �-�'! �a,.•' "�, � /� �\��, tom. ,� /� s �r. \'�Sr �•i A ) .'moi,! '''ii���� �� ..: O i ',/• 1��� r= \�`¢ IIT. . ow . 6®s���v�d� ti� �d/�j' a u!s'��S�f:__•�. p ��,fu � Mlls� � o� `` N�ei`3:an� ° ° e �r '--"���i�'� e o - 04 �-.e = !. � MIi� IA CCAl•. \C 0 � 't c.D ,r=.'�:CY°L'��c�,'`! _' e e ' �iiLtl, w ^• �� M a� :v .. _ h 1 D OY �•. 1 ^,. O I� �� �� I�I 1i ° S O U O J� •• °°O U a �tl OP 41• . 1 e rw �.tSll��Sf EROSION CONTROL GENERAL NOTES: ,gym v." ,a..,.,.s,E,µ.~�.r..ro.. W....r ^�[� r. ynWx�w.v.ree.wrum�o..m.,.ow�.wun .nw.w il.s m s.r.Sm wren.vv.rs•u.rm..mrnw..werr DEWATERING: •••r r r wnuw a.r.+.ee.r emrn 2 myyn.uv.wrv. nk. � •p�•x Ems, W� COxs1P ClarW E14PELYC.2.1 WIIW cnrcN eA¢N YgYENi 1RM !]SLr EROSION CONTROL SCHEDULE: R.�,w : wm.rrr rme. a SEDIMENT CONTROL PRACTICES. • um. �u ra m. mewvm.m mv..u. rTm RNAL STABILIZATION: ER.'umm'.u°�m'�1°.e m F& PaN,A o�P�'4 PRE � .&I" UqT� � rr _ Ilplrira,u^- aim,.» oru. arxm�. asunnw- _ I WWW �Noslw aNrNa roa WWWl1m NOINMII. LOR (M j 111�rarv_..vu` r.•�� v'r r�v riAl DnN 9L1� C8UIS6W axa 6%q EROSION CONTROL GENERAL NOTES: ,gym v." ,a..,.,.s,E,µ.~�.r..ro.. W....r ^�[� r. ynWx�w.v.ree.wrum�o..m.,.ow�.wun .nw.w il.s m s.r.Sm wren.vv.rs•u.rm..mrnw..werr DEWATERING: •••r r r wnuw a.r.+.ee.r emrn 2 myyn.uv.wrv. nk. � •p�•x Ems, W� COxs1P ClarW E14PELYC.2.1 WIIW cnrcN eA¢N YgYENi 1RM !]SLr EROSION CONTROL SCHEDULE: R.�,w : wm.rrr rme. a SEDIMENT CONTROL PRACTICES. • um. �u ra m. mewvm.m mv..u. rTm RNAL STABILIZATION: ER.'umm'.u°�m'�1°.e m F& PaN,A o�P�'4 PRE � .&I" UqT� � rr oru. arxm�. asunnw- _ I WWW �Noslw aNrNa roa WWWl1m NOINMII. LOR (M j EROSION AND SEDIMENT CONTROL MAINTENANCE PROGRAM: __ vau.urcu.wrenem�.�e.w.� POLLUTION PREVENTION MANAGEMENT MEASURES:r. Wr WINTER STABLI2ATION:M •. CSSRS'AfII'r rr..rr.rrre,r Imff, 4.. WWW SILT BOX YDIMExT A1➢ INFILTRATION AREA NOTES: mYRRtN"'"'•. L/PulY p.F�6�IMtl El GONYEA RDME¢¢REMooauuas YCYIi[I.KN WRYG Fnx VNA4L��� n O ALLIANT i!! Geh •w S. 31e lW Mrnuepalln. MN 3a15 G Q O z 0 r z C n 7 y 3s O is a o �3 $ M 7 rmnew•rrw.= .. wwn uwu+4/gINmL 17 vn ITo(d) N W W OUTLWA LEGEND: IRILJTV NOES: 1 �( —•—•—^ 9 rrr� wm4n mw rta w / � 5_,�� I /( GONYEA pmMc"p �, IpME81 REMO0El1NOB e. enM m�wW�x i p.a'Mv �wmunm,�M fin. �R� I •nawEwu.rz exne ems. wm w �I l m s x wx[rtx coi[m[ x/xmwi .-rW WnK .YID M016 vmuryOt OY A 5 3 3 - IRILJTV NOES: 1 �( �' / � 5_,�� I /( GONYEA pmMc"p �, IpME81 REMO0El1NOB ow uu^x nuns 1 p.a'Mv �wmunm,�M fin. �R� I •nawEwu.rz rqx rn.�re�sa� �I l m s x wx[rtx coi[m[ x/xmwi .-rW WnK .YID M016 _ rA umpxwtio uru . i wwi�im� ALLIANT l- — -YOTf xwas u.M s.R.uwnrmmx uwm.wr•m nmrm src. r_mri i., ,.n SANITARY SEWER FORCEMAIN NOTES: --"" - - .w . . mm xxx owe. w.M m. w rnMwxw mrmorn "v"'".xM .m. rmawv.,,.x.m.x v.'a�xm°mP"o!7.7 snot ra[ f.M un x.ep M 2 x7 W I, STORM SEWER NOTES: CM ACM a w mm�aW a w"" 4 1 �( / � 5_,�� I /( 1 I � _ 1 l- — -YOTf snot ra[ f.M un x.ep _QT f CM ACM 'II:'� ammo A � IY. 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Bao $ $ m cm rzv W,;Poe Iu.w uv c 3a' f w B30 x.w, rw r(rJ, .... ... rr x e 900 6'u a m 4 WS SY .xe [1 Ws wn.xO h (xl w(wt __ R } Q C B2 ea IN o , wo» ¢I , w po wl'aeuel's.l auwoam (wl 920a. 91...a sl xJ wxs:I lI ..ml rAll w.. -- xxam uroz s.:c..wooum 900 "Mxni uiz,i. wJ raw w -r 900 r�.udT K _ is,aw a..w ve s .r a .vc Iwzr omw ae.im.i aKwn Jvwuwpmnree rw rows a w" a' r BBO /dz K' KKr Ix °inrzt pax / wvvr 4M, 880 z rc 'r sn a.iiwt zwv ( ) al uum Br0 a70 00 • Bpy `/ p (•�� coxe]nuc 860 • mm 9F0 ply y p0 y 8 ^ } gC . : nF •^R R e'Sj S 6G 6 NS S Fs M aS S MS S S'S X Y6 6 �� Ns' YS 6 S6 S 20 m.w Iwm •r°o e.w ,.m wm arm »m »w zrw Irm am .�, 20nW NOTES uo IWMI m..nwxwRATRINT �• 9 yq •:,� ypA 'tl_I.� •\\\ _, I \ 11 [Ell 21 xa.n �r mxa a.uln,wuArv.Z.x,m.my..I A/. IR , xo ..».laa.mm,.I: w'�. Iwc f \ 'Y 11 �� ttOV..PovsN�'w Y6V�P<'Ri. aV.lft� 1 / _�� �� L / __ i ryOMESa REMODELINGS .. 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NOTES: swe °,m GONYEA ROME9{REMO�ELINOE O6��nLLLV' °ure a WCE.IRI.iYMO ]1 ALL IA NT zm r.,x n.. s. sre soo Minnropdu. Mu es+�s B�P.15B.Y8t vw 0II.150.]'AY w wxv.rMLYq.W'n WN J O O a s a F - � a n C 3 a w No o 23 23047 NOTES nouoa . a" m rcc . Rl— oWR WE W 92 uru'E un�IN] 0.w SiRDCNRE AND CISIIXt � W'wir-Ma B M'X 41Y - 0 q a N [Ell GONYEA XOMES B XEMODELWOB eoaa �vE H. aJrt M ALLIANT 1Y' PorF A,B S. Sle ]CO Mlnroapolb. MN SSC1E 61 R.15S]CBO uw BI t.iBB.3Gd8 rar wwn. Len�.hn.com 24 24 of 47 ,. 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( Tin 1'rrvn _ aov c 1 verc i 1' 8 m°mD ; �o i�� 8� BB _ P� o 70 31 f 12 p ° qac 0.l - __ q iMeM IM m, Nf® jD.m° 4 9TMZ roan ,atl m,a EtlfTMD V 0.J/ 0.ti a YF MT le' q 860 y srx wass�yp •vpms �j `y T. /y y yy p �uG tl' �j y�I y e� y 680 Y 6Y • O B 0 ® ia 6 6• 6 •• 6 F� eb 6 w6 F' 8S J N9 6L 6 8F mw,a� .1M em mm m.W mm ,win Tem mm Tem Tem u.W I.. v.m I -W mW eT, 35047 NOTESAT EVAALAA . .w. a C,_ r' 1111 \ °♦ WALLM w onuaam �'mpO ') xc Mw®w. .♦Ibll[ ✓C) \\� Bs ` � 11 '�.�-1 /i // \ ♦s ♦u xlgs rCMIM ^xnwe NwtY• _ mPiRMl4 ill@ rl.um S �� 11 1 ) J m Q�29]I�ew uWlN]xM,W MIx � - 1 \\ IL_ 'll i M i e ' smunuxc AND urnxc saml. r r I' Ln JJ / 11 1 W .neem aWu I I L I I ) 1 f El GONYEA I M'ON CLA µ 5 'R. N.Ixn6 IA ALLIANT I." Av.N. s. coo N 55 5 2;,-..".1 u.. 26 PRIVATE DRIVE 9 ROAD C xW e, sr, x.lr.�YE� ® Fir TA w HEW A, EI 1..n STxv. 980 1. A19119) 14 ¢e� s A m 950 950 uve n 950 N �¢ax K:Id; M:w -s ®s pis s axsx ^.a ap -� FRA xc. 940 940 dun x"y^ .^ 940 os(A) S @ 930 III Il"D 1... 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Yoga�_. 99-A-55 oAa� �Do a�p=o�9 "'` id *F yoio°$� a�1NN2 u; cm�os s8^cZm gax mZ'9 .0- > ....-ZZ o >m. u 9 <3 > >na ami m �", o ma? a�➢omo n m> mg m�am�° yy vas 4 m s $�a� i2n9 F�€m �➢ ' z : z£'s ��`-. m 'zFz m� m 9 <��;: °7m "°T:"F4. zoo mgm�'E x9 p °"�' A ' I � T �ggl :o; $= m Ao � KN'� £ mo^> y$$ ,,F0 ^° m I m A - >mm � � o mfg yY n o � $m� �A m No o�� ?<n �i o$� -�o3m o$>^tea - m=�af >y Ao'" '�22 Ao p 3N _'vp yNN A'A nH i� u o `-.a $ate ai Z. v� yo zy ° n N z_z ��� o>" $? o rAv_moN pwm s° m' m N a oz z ZRo p > ° a y 0 ��j 4;' t 3 €ri1331 FOXWOOO o i e9 ,y 3 e�_a�ii sew caul rulXs aw. 4myC�c ;r E a fil)i CN.VII°$$EX. YINNESOi1 5531) �u! r ilia;f FINAL PLAT SUBMITTAL NIT, D . 1 i E'31• LIFT STATION AND FORCEMAIN DETAILS $ i a Eg p PLAN — LOWER LEVEL UFT STATION WET WELL PLAN MEW O GRADE UFT STATION PEVIEWj� 'µ l pRE KEYNOTES: Q PRECAST CONCRETE COYER 02 DO' X 48' ALUMINUM HATCH WTH UPPER GUIDE BRACMET. CHAIN NOOK CABLE HOLDER. AND POSITIVE LOCK O 90' OPENING. EPDXY PAINTED ORANGE ALUMINUM SAFETY GRAZE (DUAL GRATE) FOR FALL THROUGH PROTECTION AND CONTROLLED CONFINED SPACE ENTRY. SEE PLAN AT GRADE FOR COVER HINGE ORIENTATION. QO VENT PIPE — SEE DETAILS © SUBMERSIBLE PUMP (2 REQUIRED) INSTALL PER MANUFACTURER. Q B'-0' INSIDE DIAMETER RCP. WALL S. CLASS S MEETING ASTM C—NB © GROUT CIRCLE AS RECOMMEDED BY PUMP MANUFACTURER Q PIPE CONNECTION — SEE DETAILS QB SANITARY INFLUENT PIPE Q DIP PUMP DISCHARGE (TYP OF 2) 10 PIPE SEAL GASXET — BEE DETAILS 11 FIBERGLASS FALL PROTECTION GRATING © NJ GATE VALVES W/2' NUT OPERATOR EXTENSION AND VALVE BON TO GRADE — SEE DETAILS © MJ REDUCER 14 UFT STATION DISCHARGE FORCEMAIN 1© 2 — /B X 4'-0' LONG DIAG. BARS AT EACH C09NER, TOP AND BOTTOM 18 MJ PLUG VALVE W/2' NUT OPERATOR EXTENSION AND VALVE BOX TO GRADE GENERAL NOTES 1. SEE UTILITY SHEETS FOR SITE PLAN AND ROUTING OF PIPES 2. CONTRACTOR TO VERIFY EXISTING CONDITIONS I PAINT ALL INTERIOR MANHOLE CONCRETE, INTERIOR AND EXTERIOR PIPING WITH (2) COATS OF EPDXY PAINT FEll GONYEA NOME56 PEMOOELINGS 0 ALL IA NT ie3 PM Ar 9W MMVieepMW. NNWMmm M 1e 019.1eB.iTO r e1�.TeAaoee �« .NMNAc.[wn 00 O O 31 Al MEN ANES IS TE EO NA. NE APALL IK^In NESPI2EI nC Y4 EW4 N %INA 4/L' KI PAID IA. PIK 92E PIPE CONNECTION DETAIL ICME: NINE CONCRETE BASE SLAB CONNECTIUN ULIAIL PLNI nrL UL I AIL rLrL a L4F1 NONE AGATE NNE SCALE NONE BONE: NNE \ mwu...m.. NNeAwK aura BINMINDUS DRIW r -r /1 2_ 7 TO LIFT STATION AMENI 21 %j wArmtlp e[4 1 1 I 4A—�I us �,. b • 12MINIMUM NOTES,, i/a' etuem srzn AAM vuK " FOp` N`�-�ELw seUM GROUT (W) E mffYeM r/r NA• FAA. am ZMINIMHAJ MNDOT CLASS 5 PaG GONE AANNEENONANNM ON mE. N..I.G. N Mrt ANNA. K ONE GRANUTAR BASE 001 fOw noeeei Noe 1-1l K11.11 INFI IICp n.. ................. NNE El GONYEA 'OMI REMOOEIIucS ZI a ALL I ANT 2E8Pe1k EA,w8N MlmeepalN. ,m MN 5515 812.150.]080 uw wm'i.MlNnllrc.cdn 32 eNu. 32047 mMv TE LS KLK EOE 0m MMCF CMCKR NI[ YCOP: f p p91M Y -V YII.aE . E' TKM LOlgl[rt M> NExrMMo wN an Nmm wK rMwt IMI Neer ,EmeKe .A. ANSON11) rxa� M.oE 11,, ANO m MZ -Mm SRt eiM 9M[ wN--Ie1M 1 m N CUV-.. I� LMC ~f.uML55 Ff gTKA , aAAAASIN"I A. w w:swr.rt Of FAI NEK.nm.EA m M . E NNKna a.N.N.. M AICA. v♦-,r..E /Y M141[1M NJ. CTM C."AMSIDw.omENE MM Imc4MAaEwSE MAmwuroK.NNNCMINGmaart Swa'NIIE .. carAErz nMusT Roomo NMawcm MNaxs EASEew - - CONCRETE BASE SLAB CONNECTIUN ULIAIL PLNI nrL UL I AIL rLrL a L4F1 NONE AGATE NNE SCALE NONE BONE: NNE \ mwu...m.. NNeAwK aura BINMINDUS DRIW r -r /1 2_ 7 TO LIFT STATION AMENI 21 %j wArmtlp e[4 1 1 I 4A—�I us �,. b • 12MINIMUM NOTES,, i/a' etuem srzn AAM vuK " FOp` N`�-�ELw seUM GROUT (W) E mffYeM r/r NA• FAA. am ZMINIMHAJ MNDOT CLASS 5 PaG GONE AANNEENONANNM ON mE. N..I.G. N Mrt ANNA. K ONE GRANUTAR BASE 001 fOw noeeei Noe 1-1l K11.11 INFI IICp n.. ................. NNE El GONYEA 'OMI REMOOEIIucS ZI a ALL I ANT 2E8Pe1k EA,w8N MlmeepalN. ,m MN 5515 812.150.]080 uw wm'i.MlNnllrc.cdn 32 eNu. 32047 as PANEL SIDE WEW (k PANEL FRONT VIEW as KEPANEL BACK VIEW Y m mal PANEL S10E VIEW as OExE12, MINOTEY&r px r.wttrw[µ CONSTRUCTION NOTES O EEceEocErtIuw ON, w E �pu UNION .—I NOFFEEO Y fREV�M � P�OR ! ox ON PARTS UST NO OF. [ —1 El GONYEA XOMES a NEMOELINGS 46 ALLIANT iaa PN Pw $. a4aGa :;2758 SSO 11 SacIS rn� wrrvi.ellanlinc.cpm Z Z - C a 0 LL W tion �ri M m YIIYIIv SfWMY/¢a11AV- 337 OENEARL NO gmwMu. x-HEET M.4[ TH—Ela. [ TEETS— I LA MAM MATE. O o PUTS MMSEESXEgM 0 b 0 0 0 0000 o O D D 0rc 9 INNER DOOR FRONT VIEW as (1 INTERIOR "YOUT VIEW ax EDR o,p1 N 3 M�,aMGr� P,EGR` MG PR LIST El GONYEA HOMES I REMODELINGS EMESS 14.1'EO.A.. 0 ALLIANT xAPW SW 8.94x88 MMP@p4.MN.1. mx.isa.a9ax W.. mz.PEa.a99x ,.. 34 NW,1EPl TE LEGEND PUTS MMSEESXEgM rt%i DME 1I T 0rc m 0 m Q (1 INTERIOR "YOUT VIEW ax EDR o,p1 N 3 M�,aMGr� P,EGR` MG PR LIST El GONYEA HOMES I REMODELINGS EMESS 14.1'EO.A.. 0 ALLIANT xAPW SW 8.94x88 MMP@p4.MN.1. mx.isa.a9ax W.. mz.PEa.a99x ,.. 34 �ar�r�Q-ram. �c�rt�cracll —�X= �N,m IYrw KMdXI NEMORK MGMAN i6 Y P'eJiEi PRV bOt El GONYEA HOMES 6 REMOCELINOS 1EMEOSH,u[v mix SHS ALLIANT 2i] PM Fve 5. Sb ]D] MY�neµwYi.MN 55a�5 812.)SB.urn' 812.]:A..]OW ru Wxx.IYMnNn[.Cpm C m g v ME LL NiYMw RIIRE� OIMIIfS L4R�4C[xIY E wn EME W ,.m SSoii7 en —�X= �N,m IYrw KMdXI NEMORK MGMAN i6 Y P'eJiEi PRV bOt El GONYEA HOMES 6 REMOCELINOS 1EMEOSH,u[v mix SHS ALLIANT 2i] PM Fve 5. Sb ]D] MY�neµwYi.MN 55a�5 812.)SB.urn' 812.]:A..]OW ru Wxx.IYMnNn[.Cpm C m g v ME LL NiYMw RIIRE� OIMIIfS L4R�4C[xIY E wn EME W ,.m SSoii7 xi ] pp FOXWOOD 1i = gpgg 91W GRW Pwx Rn. 4SG r l< {.p �i1\ a (� a cxaxxasscx. uaxcwr� sssi� 9 y [[�' Z a e a iFSBi;j�=tia FINAL PLAT SUBMITTAL 8$ i GEs e D IJ E s •f -jl { VARIOUS SCHEMATICS 9 64Eg Y w» Ix nE. tlEneno. —1 .uu wl,lw a, /Mewl .[ WETLAND BUFFER CALCULATION w.w. x..x+.... .. , -vv x•x-M ww.. ..�iw r� .. O.. R ,,A wk s10'irtlm eve le— I— euu Iwmwm AN eweu w wvx] A ., eunwe. Me. w xplE]:w WETLAND IMPACT DATA cm�MOsn 'wnm nl: e1 Iwm� LEGEND: LNE _ wo _ emxw P.mww. El GONYEA I MES 6 REMODELINOB 1. Or1LE« 1. Ave"e lAM b ALLIANT 1]] Pw4 Ave S. 81e ]y MinnNpdp, MN ]N16 ]It,l]B, 9980 uw x,.x,.rele�.mm 37 .� i 6 �'w4$ OUTLOTA 44, -: //Gr may'•+.: ,��°`^' �// 'lHf ;ry��•yM. /i rn4Y: r e 0 FC71 GONYEA HOMES G REMOOELINO6 I....YE NW`E6 °OOnaiu:msm °fr rw'.. ALLIANT ewlMbe&wam 1eMMeeeeM W eN16 euieeem r.man<.mm 0 a ¢ w N 0 5 0 j a 0 J w 0 R ¢ LL e LL f awm rrv/mnea eEn eeu� 1ORT EE/Y w GONYEA ��OME66flEMO�ELIN66 46 ALLIANT ••••••••• sie goo Mlnneey�IhYMN 66a �6 —ahem rc�cwn 40 I Ell _1C) o --I GONYEA an ° ° 1 \ �� �4 na' 'D1 M MES& PEMODELIWS ������ \,P •!� `�`~ ✓I a K'. � plvc: l�MaU�tlai , a • k a�%74 ,. - /`� ®F® y♦`�; a I� ���'. ;... - 4g''--, ���"' � , r' V 1 11 E I b♦ �' i /)' 1 •� a ��'' S 1 000 0 O .z S .� 'i I L0 O 0 2 e v € b` ID ss ° F m ° to ._ a! k¢ p!lot I O ! ag, 00 e E u l o l , ' — �� ��/�, ALLIANT sil L yyPUF Rw S,5N3m � I, ,1, wmawal., sm owls •� 1. se.area .W ,al � LI an IK<[m \ S Z z x fr, c ■I � �y� w ®.. a M o N °o 5 W O t FO I '- a MMLIIV 1OMYC[/mXIC —PE♦♦�♦ ��e� die I � `.._ / w ---- --- a _41,M to _ .'m 41n1O t \ i w 0= EMEMOMEMM Pa, SMR ea �® r� y o O S l � � r A� 0 1 E e R �I "'N Ell _1C) o --I GONYEA an ° ° 1 \ �� �4 na' 'D1 M MES& PEMODELIWS ������ \,P •!� `�`~ ✓I a K'. � plvc: l�MaU�tlai , a • k a�%74 ,. - /`� ®F® y♦`�; a I� ���'. ;... - 4g''--, ���"' � , r' V 1 11 E I b♦ �' i /)' 1 •� a ��'' S 1 000 0 O .z S .� 'i I L0 O 0 2 e v € b` ID ss ° F m ° to ._ a! k¢ p!lot I O ! ag, 00 e E u l o l , ' — �� ��/�, ALLIANT sil L yyPUF Rw S,5N3m � I, ,1, wmawal., sm owls •� 1. se.area .W ,al � LI an IK<[m \ S Z z x fr, c ■I � �y� w ®.. a M o N °o 5 W O t FO I '- a MMLIIV 1OMYC[/mXIC —PE♦♦�♦ ��e� die I � `.._ / w ---- --- a _41,M to _ .'m 41n1O t \ LEGEND w 0= EMEMOMEMM Pa, SMR Ell _1C) o --I GONYEA an ° ° 1 \ �� �4 na' 'D1 M MES& PEMODELIWS ������ \,P •!� `�`~ ✓I a K'. � plvc: l�MaU�tlai , a • k a�%74 ,. - /`� ®F® y♦`�; a I� ���'. ;... - 4g''--, ���"' � , r' V 1 11 E I b♦ �' i /)' 1 •� a ��'' S 1 000 0 O .z S .� 'i I L0 O 0 2 e v € b` ID ss ° F m ° to ._ a! k¢ p!lot I O ! ag, 00 e E u l o l , ' — �� ��/�, ALLIANT sil L yyPUF Rw S,5N3m � I, ,1, wmawal., sm owls •� 1. se.area .W ,al � LI an IK<[m \ S Z z x fr, c ■I � �y� w ®.. a M o N °o 5 W O t FO I '- a MMLIIV 1OMYC[/mXIC —PE♦♦�♦ ��e� die I � `.._ / w ---- --- a _41,M to _ .'m 41n1O TREE INVENTORY CALCULATIONS I •^e I axx. �waxxw� u.w. �meeexn•eeeerrm¢r�eeee� sr�i�rlr.e.C� i+mh �'lEu�R+Li'f�mfe?f A-� f__ ®0[�ffili x�e@C'.IPI'ee� ��s'1I4s er;.+�axaneeernrm.-a�� e�exxxc—s©��� es.�m>•eeeemr..e-��� ee�nvexx���� er_aev�s.�-t•o�� rnnerLm��n•r��� ee�e0eeeeer_ec�e�� eo�aeeeee��� cA��exxxeem.•e•�� ��=�exxxxxx� em�mxt•eeeemrn��� r�eex�eeeem���� r^i�r!•eeeeer.�s��� errseeee���x��� elae�!��naiaeeeeee�-. ®�® �m'.'��ee�exxxxxxxxx�e� er��exxxo+r��� lul�il!�41C^SSTT1^�O-'� rJRR�A�51�x^:E"�O- neen��eeeeernr-� _ O .� M. -3- p p El GONYEA MMES x REWDEUWS mmaive x�[MIl.'n OlYiµ�n i 0 ALLIANT wx xxn w.e. m.xao Mlnyy.Wb, MN BMIfi euxeeaoeo xw e�axee.eow �.. .rwx+w.aom F 142 WHO errseeee���x��� er��exxxo+r��� O p p �ilet�r"'T� t�- 0e®ra El GONYEA MMES x REWDEUWS mmaive x�[MIl.'n OlYiµ�n i 0 ALLIANT wx xxn w.e. m.xao Mlnyy.Wb, MN BMIfi euxeeaoeo xw e�axee.eow �.. .rwx+w.aom F 142 TREE INVENTORY& CALCULATIONS lc==�® IBM M IM IIllm RWW=�= 80 I FROM FIM r-f��®off •-���rrr�a_ rigi m� mH la iP \p�f.^� /�lE'��nf•'11�i�- ER o� er-}�� ZZ emm�s�� rmr��srae��� lam o� gm�l� g"EFR��� IRM HP l=M==0 g=�==E�l ®" g ggs M FIq a��rra� �- rrnin� `..o g e•i � 'auk g"M- g� �[aIR ` =_� 8m�=E== g� €.31��� n g®�MMOMME Rm gm® ERM lc==�® RWW=�= I r-f��®off •-���rrr�a_ rigi m� mH iP \p�f.^� /�lE'��nf•'11�i�- o� er-}�� ZZ emm�s�� rmr��srae��� rr��r��r-rtrur��a rrn�E� o� �MMEME HP l=M==0 g=�==E�l Fq®_� g ggs M FIq a��rra� �- g � Fa g"M- g� �[aIR ` =_� 8m�=E== €.31��� r® GONYEA MMEBXXEMODEMX.. 1OLX]p AW 2M1�Wm ALLI0ANT M meapdX MN SSa�S :12.159.]LB2 uw 812Ii0.YAB r.v Nlenl h'c ttm 43 •-���rrr�a_ rigi m� mH iP \p�f.^� HP l=M==0 g=�==E�l Fq®_� g ggs M FIq a��rra� �- ••. Fa �[aIR MIMM=0 r® GONYEA MMEBXXEMODEMX.. 1OLX]p AW 2M1�Wm ALLI0ANT M meapdX MN SSa�S :12.159.]LB2 uw 812Ii0.YAB r.v Nlenl h'c ttm 43 it PLANTING NOTES _. I � jlr .ewe «1 �' . •rwa sua w rcE, b. •�swrzry uK�/�uu.(n-gym®I. u[Mma.y �. rWµWtlrpl v u Irw[ urc sm w a> -wt mc..rt a.w. Mw�m —lA ` I.9 I IT I—I'DIT ITT _ xr«r v �wrSi III TAT .vWF I IT -1 LEGEND � 1 yo -p +wc° w.,r swmuu MM..l4 —I . csoCl M T-1. .ea CJD�.I..—,,.—uM Nm..Ya Ovo ren n.. umuma - CS o w�wW """'.w r'"..r ]�L,-nprt wort ou0 ..• f� ITATI.rmaIn> L.. YM.. T. Mn xov 0IJTWTA .Ji_. IJTR D M paE,DP D �T un�nm _u nrvnw' ane "� rvwmrrz.a • mw�onr.m'urw rw IT I LANDSCAPE REQUIREMENTS 11 IT m°�r+riw inrm.ne no-. auIT TREE MITIGATION: Az— Miw rq vl9 wo.w+[ wwn. NO O Q El GONYEA MOMEBExEMooEL xoe 0 ALLIANT ]1] PPY Ave %91. 94J Mlnnmry .. NN 6G,6 61 ]. )983:00 wrr 91M�. )9Bd0A r.r WflMxC.C'd1 s 0 Q x� s k m 6 S S r ] ON - 44 N— m M, ouNlrt uM..xcw..sx I.� 047 rWµWtlrpl v I'-- 11 IN _ xr«r v �wrSi V6'lW .vWF la � rM.W Tr MM..l4 rx.r nr Nm..Ya M 11 IT """'.w r'"..r rM.r wa ..• IT L.. YM.. T. El GONYEA MOMEBExEMooEL xoe 0 ALLIANT ]1] PPY Ave %91. 94J Mlnnmry .. NN 6G,6 61 ]. )983:00 wrr 91M�. )9Bd0A r.r WflMxC.C'd1 s 0 Q x� s k m 6 S S r ] ON - 44 N— m M, ouNlrt uM..xcw..sx I.� 047 �• ' �3zW"IJ*� ..^nrrnun.v i � no'•m row MEOW KN9'=re PLWTNG KTA RA ay. „MfII..IMMI.L PLAN,MOS '„fPfP 6 ti Y(Y8'A"Y' "'0 PRv pFtE�- LON91PU41\O NOS PpP lork h n �ya9l;�vnavr �- \EC � ..c.w.vmrAP. FEI GONYEA OMES & NEMODELINGS Iu lavNuyJm� ALLIANT 2M PVM Au S, SBM MlmxpclY, NN CN10 SIZ,IYdCBp u, BIM�.150.YJN ru 47 T FOXWOOD KNOW ALL PERSONS BY THESE PRESENTS: Thar, PrrnNence 55. LLC. a Minnesota limned hereby cpnpany, w.ner 0 Me Idbwlrg bssviRN propeM situated in the County a Scow, State of Mmnever TO u4!'. TTe East Han of the East Hall a me Spun Han a me SONneasl wader, and the So Meas) Queer of me Ngmaasl Wantt aloe SafiMasl Quaver, all m Swdmr 23, Townalm,116, Range 23 Carver Cway. kin wore. And theathat Pan Mfr North Hall of me SON vanst Ouaner of Session 24. Toarro ip 116, Range 23,Carm County. Mmnesma, Ion, scNM1erIY oI1M1¢ noon ]30.031ee1 as meawred along westerly line iM1¢rrol aro lying weserya lice 2ritetline a She Hghray No. 101, 1M cosdirogiamenlsdescriowlerfollows. Beginning ala pain)on me North line of Ne SONM1we51Owner of $e lion 24, Township 116. Range 23, a distance of WD 521. east of the NOMwes1 comer of said SculM1wezt Ouaner: me been, of me Nom line at the Southwest Dreher S aswmed To be South M degrees 46 minutes 29 seconds East, thence South a degrees 24 minutes 47 eecorMs West a distance of 413.72 feel thence he a langemiel curve, concave to the east having a wmral angle of 11 degrees 3e minutes 21 ascends and a radius of 1962.29lost a niAAMOS of 393.62 feet. thence South ] degrees 13 minutes 34 seconds East tangent to the last dam' Tied wive. a durance of 217 66 look marcs, on a tangential wrvt,co. to the west fishing a renal angle 016 degrees 29 minutes t] wast and a ha of 1166.151.1 a distanmN 2Mt 88 and. mare or less, to a point on the Scum line of the North Hell of the Southeast Quarter of Sedim 24 and there termi hi ng said Point distance 00-0.44 test easterly of me Shallowest comer of the NOM Hall of me Rehearser Deaner Except that pan all by me State of MmnesWa in Final Certificate 01ad thil27, 2000, as Document No A56126. Except that pan taken by Oe City of Chanhassen in Final Carrels Lied May 31, MM3, as Document No, AM806. That Merl of the Was 271.79 fast of me North ]62.21301meScumwesl Chahar of me Somaked Guam SaaMn 24 Darrel iP 116 Range 23. and that pad of Me NOM W W heel at .1 SoulM puanerameSoumuesl Ouider lyng east M the Wave 2,nke1 menet and westerly of the center line of Hwy 101, excepting that pan of M1e Ni 330 W feet of the East 16 W fast of me View 1.79 fact of said Southwest grand, Of the SwlM1wed Duane, lying earth of me Nunn INO.CO feet mantel, and mat pts 0me Seum 73228 liken a Bonn 76228 leer of Said 3mmhwefl ouader of the Sa herne Dreher. The Wood 271]9 feel of the North ]6226fare 01 the Southwest Ouader of me SeWhwew QWr Blame. 24, TwmsM1ip 116 North 23 West. Carver Cwnty Minnesota EXCEPTTnaI pan of the Nonfi 300 W 1ee101 me Eazt t6 W heel a me Wets Pt.]91eet olihe $comwest Ouaner o! ire Southwest Dreher, $Mron 24, iounsruiP ttfi Nonn. Range 23 West iylrg $corn W 1ne NOM 18T.111eN. Caner CpnN, Minnesola- AND Teel pad of 1. NOM 30.00 feet of sad Southei O.Sma of The Southwest Waner, lylrg East bf mor Wet 271 79 feel mantel and Waserly of thecmteninea Slate High yNp.lot. ExCEFT that lean of LM1e SCWmest Quaver o11ne $gMwsst QuarterMSectio s,4. Tpr+Wip tts fill Range M Wel, sawn as Parcel 71A on Mumbole Oepaommt of Iransponaoon Right oI Way PMt NumberM 1019 az me Sema is on file and of RNN in the oMiw of the County Recorder in and for Carver County, Monetarist aceu or by the See M MiweeMa In Dcausent Na A40SIBIPMM EXCEPT that comfaken by Me Ciry of Chanhassen in Frel CMmcate lied Oaemoer 18, 2012, as Northam No. A561969. AND Thal pan of the South "2,28 feet of the None 76E2S of the Southwest Quarter of the Southwest Quarter, Section 24. Townalb,116 North, Range 23 Wesl, Carver County. Minnesota. lyng East of To West 27I ]9 feel thereof and Weslerly, of me comeh ne a State Hgnway No. lel, descnheil as: That pan of me Nome 1 W feet of me East 16 W feel Of the Wes! 28].]9 legit of the SwOmuPl punter of the Southwest Ouarler. Seclmn 24, Township 116 Nome, flange 23 West, Caner County, Minnesota, lying South of me NOM W SO feet thereof. at in Cam, Cwnty. Minnesota Abstract Proper, Has caused the same to be surveyed and olatl H W FOXW WD and does hereby donate and dedicate to me pulses, br public use homer me public ways and alw, electiod a the eacerrieras as 51own or, m5 plat for d2irege and uMAy purposed con, to vessel wfierSal end Providence 55, -LC. a Mmneaota limped bability company. has caused lliese pesenfs to Ix signed by res proper olLm ma day ,20 Signed: Pmviderat W. LLC Chief Manager STATE OF MINNESOTA COUNTY OF The loregairg irslrumeM was acknaMedged Wave me ma dryof Sp by the Chief Manager of PaVermo a 55, LLG, a Minnesota limited f whey canpany, on b tian atlre mmlwry. Notary Pubio My Commission Expires SURVEYORS CERTIFICATE Dennis B. Olmstead do he"cents wort inks Abel Saes Preparal by me or under my direct wpcvsisron: that I am a fitly --wised tats Survatw n the state Of Mmnewta: that this plat is a caused representation of the boundary Sane,, that all maNemaocel data and ways we mrrMly designated on this plat. that all monuments depiOed on mos plat have been, or w4 W wnsNy an wMm One year, ma aY rater bpygaries aM wet ands. as den ] in Minnesota Sours, Sectim 50501,Subd.3, as a me data atlas avafigte her shorn and MbNet on then feet, aM an public ways are shown and labeled on dirks or. Dennis B. Olmstead, tiaos4 tend Surver Mins. License No.18125 STATE OF MINNESOTA COUNTY OF True foregoing Surveyors Cenrticate was acWroWMged Were me Olmstead, Registered land Surveyor. Nmary Public. My Commission Expires Title plat a FOXNpOO was, apprPRd aM accour by the City Council a me City of Chanhassen, Minnesota at a regular meeting teereaf hold ma day a . W_. well Said plot'S in compliance wim the prwsiws a Mainesaa SbMw, Sectrvi 50503 Subs, 2. Cray Cauml, Cay of ChXmawXm.MmivaM 8y Mayor Clerk COUNTY SURVEYOR, CARVER CWIT} MINNESOTA Pursuant to Chapter 395, Minnesota taws of 19]1. this phe has been appo n this day of , 20 Jahn E. Fermi County Suereyw By: COUNTY AUDITOR"EASURER. CARVER COUNTY, MINNESOTA I hereby canny thattaxes payable in and prior years have been said for and described on the plat Oatialti Use. oevies. County Audhorgf.dr r BY COUNTY RECORDER, CARVER COUNTY, MINNESOTA Ifrer"cemly met mks plet a FOIMVOO was tiled this day of Document Number Marl Until County Pxpder By: at o'clock M.as ,Ir pF CHANHAV,iU, RECr-WED JUN 2 0 'LU1 CHAWA%EN PlPNNING DEPT a ALLIANT 1NVIIIV ;uawaspa F;!I!ln puo a6oulmp sa;owp r1y0 'ou asleml 6q paypw x!p xmq pw you Sz9Hlbow ;x ca;pua0 unpys atmnn o scelun SZs81 "ou xuapq 6q pwllow ;uawnupw mn Wu! " a 'U! Z/I ;as ea;ouap o .Ad wn ya, Z/I ;uawnuow purwl sa;oua0 M„ZZ.SI,6H5 3 DNWM v 3 VH Ol ml• sv sl IZ 'N 'SII '1 'ZS 'pas 1/1 M 311 3 3NIl MWN 3H1 133! 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Z/1 ywwnww pumy sgyow0 M.ZZ.51.605 30 SNIW39 V 3 VH 01 M3 SV SI IZ 'N 'SII '1 'Z5 '03S h/I 35 3H1 30 3Nn HIWN 3H1 1331 NI 3WM OZI 09 OF 0 1 Z 3NOS0110N 8 1Y1 rep ma up peleapui uwyw wNun'saull Fem p ly6y Bupgaf .pug Wpm .1 vagi al pug seWl Iq BUWIOfw P. yw!m W WN s 6u!e9 ir SHHl NN M3WS W3SA.Uf OW 3fNNMp QOOMXO-1 BZZf* 14.90.eO.00N DIY FOXWOOD CHANHASSEN, MINNESOTA 0 50 Ido 200 SC&E IN VICNINITY�MAP DEVELOPER PROVIDENCE 55, LLC 1000 BOONE AVENUE NORTH SUITE 400 GOLDEN VALLEY, MN 55427 PH: 7634324500 CONTACT: BILL COFFMAN EM: billcoffman@cbbmnet.com CONSULTANT ALLIANT ENGINEERING, INC. 233 PARK AVENUE SOUTH SUITE 300 MINNEAPOLIS, MN 55415 PH: 612-758-3080 FX 612-758-3099 ENGINEER MARK RAUSCH LICENSE NO. 43480 EM: mraosch@alliant-inc.com N SURVEYOR DENNIS B. OLMSTEAD LICENSE NO. 18425 EM: dolm5tead@alliant-inc.com LANDSCAPE ARCHITECT GONMODEU HOMESNGS 1000 BOONE AVE N, SURE 100 GOLDEN VALLEY, MN 55427 OFFICE: 7834324500 FA%: 7636324501 v ALLIANT 233 Park Ave S, Ste 300 Minneapolis, MN 55415 612.758.3080 MNN 612.756.3099 tex vnvw.alliant-inc.com � MALEAH MILLER LICENSE NO. 19507 Q EM: mmillera7 Iliant-inc.com SHEET INDEX NO. COVER SHEET I c C m DETAILS 2-3 z? 52 u EXISTING CONDITIONS SURVEY 4-5 p X U- SITE, LIGHTING, SIGNAGE, AND TRAIL PLAN 6-8 f=// > Q L) GRADING AND DRAINAGE PLAN 9-I1 POND AND INFILTRATION BASINS 12-13 EROSION AND SEDIMENT CONTROL PLAN 14-16 TV JEt SEDIMENT CONTROL NOTES AND DETAILS EROSIONDITY 18 A RECEI ED PAND SANITARY SEWER FORCEMAIN PLAN AND PROFILES 19 SANITARY SEWER AND WATERMAIN PLAN AND PROFILES 20-23 ��y 2 g 2616 STREET AND STORM SEWER PLAN AND PROFILES 24-28 STREET INTERSECTION DETAILS 29 LIFT STATION AND FORCEMAIN DETAILS 30-32 ENCLOSURE LAYOUT DETAIL - 60" PANEL (120-208,120-240) 33 GHWHAgSENPlANNINGI)FPT INNER DOOR AND INTERIOR LAYOUT DETAIL - (120-208,120-240) 34 NETWORK DIAGRAM - TYPICAL 10 35 VARIOUS SCHEMATICS 36 WETLAND MANAGEMENT PLAN 37o ON TREE CANOPY COVERAGE PLAN 38 �`, V\EW LAN PRESERVATION INVENTORY EFO LANDSCAPE 39-43 FlOP`a_\M` - AND RE PLAN P 44-46 gUOt\ON LANDSCAPE DETAILS 47 fJRG oP CONS NO GONMODEU HOMESNGS 1000 BOONE AVE N, SURE 100 GOLDEN VALLEY, MN 55427 OFFICE: 7834324500 FA%: 7636324501 v ALLIANT 233 Park Ave S, Ste 300 Minneapolis, MN 55415 612.758.3080 MNN 612.756.3099 tex vnvw.alliant-inc.com I hereby <alry that Ihy plan SR—Rl anan. o repos . Rrepared by m under , de. -p—ld- and mel 1 a duly oaenea PROITS510NAL ENGINEER under me I.e. of the sale .1 MINNESOTA .AAs R11R]I. PE QUALITY ASSURANCE/CONTROL 0M. E Ii MPR ELL PROJECT NO: 215-.119 1 SNEET I of 47 � J M Q M Ir_ oQ J 0 mN c C m O z? 52 u N � w p X U- = wM CO `= �a m v g a a Z IL f=// > Q L) I hereby <alry that Ihy plan SR—Rl anan. o repos . Rrepared by m under , de. -p—ld- and mel 1 a duly oaenea PROITS510NAL ENGINEER under me I.e. of the sale .1 MINNESOTA .AAs R11R]I. PE QUALITY ASSURANCE/CONTROL 0M. E Ii MPR ELL PROJECT NO: 215-.119 1 SNEET I of 47 E I; :_ L� I ��n s w ea npexgy m p rnlcu mTERSEcnan ------------ fa Mir CIX tl21E nwusr BLOIXWC UI[a FFI.E YFMRIIOII r IW'1 1�1 .. m ym. N... :.. 1eta InIrNF(DN Inside Drop Svstem .Su.Wnf LFmb zr AM Ie—, .e `4 1 xe CATCH BA9N MANHOLE NITx suMP cwxFcmxc ,wMIT red 1104 ALSO SEE PERFdiATED DETAIL (SHEET 10) :R AxXIr .1 ME w..a0 w-- 1 . rtwert.na as stn : �f rnlcu R� MSEA�aAnaJ x 100A �WIVp FORCEMAIN AR REL_A5E �Y YAII1 'iE E s iA e 4� d vv�`n •4'xa�� E, --- ISOMETRIC f � t 6 rmn r R SECTION A-4 CURB CONSTBUCnUN AT CATCH BASIN ... +.xL ofnunwJl Xe1 11% e sen: I J 3 ELL �• ..R c'm.nm s. s nsn e lIeI I.r ®� WATER SERNCE .'EF1M uody M r ,CU$ 0` J ~ m N P— Z Ir �ina.w awID'u m M Dix nrt� • a.m..w+..m I .�'�. /ores ® SENER SEANCE i W0 of 0 In ex m u g a Z LL W 0 ORN TYPICAL 4' DIAMETER ® CATCH BASIN MANHOLE GpxCEPoXd LEPIAI[OII Mn 3102 ------------ fa Mir CIX tl21E nwusr BLOIXWC UI[a FFI.E YFMRIIOII r IW'1 1�1 .. m ym. N... :.. 1eta InIrNF(DN Inside Drop Svstem .Su.Wnf LFmb zr AM Ie—, .e `4 1 xe CATCH BA9N MANHOLE NITx suMP cwxFcmxc ,wMIT red 1104 ALSO SEE PERFdiATED DETAIL (SHEET 10) :R AxXIr .1 ME w..a0 w-- 1 . rtwert.na as stn : �f rnlcu R� MSEA�aAnaJ x 100A �WIVp FORCEMAIN AR REL_A5E �Y YAII1 'iE E s iA e 4� d vv�`n •4'xa�� E, --- ISOMETRIC f � t 6 rmn r R SECTION A-4 CURB CONSTBUCnUN AT CATCH BASIN ... +.xL ofnunwJl Xe1 11% e sen: I J 3 ELL �• ..R c'm.nm s. s nsn e lIeI I.r ®� WATER SERNCE .'EF1M uody M r ,CU$ �. .6. ...a.. �� MAMNULE CASn i4: ® fDJUSnNC Ei . v.w..vw'autu WY'rtERaW CfGNR.Ex: _2II^ l�wu a reer— L SECnO� nye rne.e.e m.ID) SSELF'12cnFj B E nor me Ew MTN RW RAP DE AIL .cue. EXLNmWE CblNla[Ni X663107 �7 mil LA. • SIJ � � �,�, �,� qY��II�I�R MANHOLE CASTINGS 1An�Jf AND LBS DETAIL El� NEER NG oFPrmvJrt �� 2,n S.�Ei m¢s I. eu noff ® {URED END SECTION QIfAEFA1G EOM111ENT Xe6' 31DB e PLAN r ..v'..�'... m.. � it •��>' ' .: �.n.. SECTION �d �f STORM SEVER CAA61 BASIN RECTANGULAR EN0®OC OVNNEFNi Xe e. 1101 I—furor ,.,zvn,.'�� .� Xn err-,.e�:n....am �f -YFCAL ae:ppye0• RESID-NTA_ 1®lY STRE°T sEclol o .FluCx - - OFL U°ztON N° GONYEA HOMES 8 REMODELINGS 1000 BODNE AVE BUTTE 000 GOLDEN VALLEY,, MN 55627 OFFICE: 763332501 763 FAX 432 501 d ALLxIANT 233 Park Ave S, Ste 300 Minneapolis, MN 55415 812.756.3080 MAw 612.758.3099 FAx vJYrN.alliant-inc.mm J 3 ELL PROJECT N0: —T „aF n eaXX... .e ,o.. weer.,. 0` J ~ m N SANITARY SEWER SERWS C"ECPO% DETAIL Z Ir �ina.w awID'u m M Dix nrt� ..R. ID �..:.w ®If 1'RICAL SANTARY ® SENER SEANCE i W0 of 0 In ex m u e PLAN r ..v'..�'... m.. � it •��>' ' .: �.n.. SECTION �d �f STORM SEVER CAA61 BASIN RECTANGULAR EN0®OC OVNNEFNi Xe e. 1101 I—furor ,.,zvn,.'�� .� Xn err-,.e�:n....am �f -YFCAL ae:ppye0• RESID-NTA_ 1®lY STRE°T sEclol o .FluCx - - OFL U°ztON N° GONYEA HOMES 8 REMODELINGS 1000 BODNE AVE BUTTE 000 GOLDEN VALLEY,, MN 55627 OFFICE: 763332501 763 FAX 432 501 d ALLxIANT 233 Park Ave S, Ste 300 Minneapolis, MN 55415 812.756.3080 MAw 612.758.3099 FAx vJYrN.alliant-inc.mm I ., ..M, Mel M. M.. p.elneeln.a.Pon tl b • tiv Try :11.0 fugMv.n curd Mal I e duly u..n.w PROFESSIONAL ENGINEER under Me Mau I Me E.I. al MINNESOTA MANY. RADSLM, PE Ocule uMw Na. WAl11Y ASSURANCE/CONTNOL DESWNEM J DRAWN: ELL PROJECT N0: 216-0119 „aF n 0` J ~ m N F C m Z (/� o S� a F p Q LL i W0 of 0 In ex m u g a Z LL W 0 I ., ..M, Mel M. M.. p.elneeln.a.Pon tl b • tiv Try :11.0 fugMv.n curd Mal I e duly u..n.w PROFESSIONAL ENGINEER under Me Mau I Me E.I. al MINNESOTA MANY. RADSLM, PE Ocule uMw Na. WAl11Y ASSURANCE/CONTNOL DESWNEM MR DRAWN: ELL PROJECT N0: 216-0119 2 S*Xy 2 of 47 IT I !kill I I $ 1l0s�'�Iei 1. jI • IQi� ,i �I,,Isr 11�5e1i' SL6lifigg�7f:i n ?�'R r Iii.fl! WY T21�^ OR Pnde.11.' wT R.-- Page 2 of 5 _ _ Ny -a3W OEF±.tMe.' SeiSA PC .m "RE5DEN11AL WIN,rav mmm rew --_C0111X£lE TOP _mwa r.m a ewi wm+ ®II ,1pCAL wR6 R Arm wrml nou,Wc 16Nalpr " szD3 I !kill I I $ 1l0s�'�Iei 1. jI • IQi� ,i �I,,Isr 11�5e1i' SL6lifigg�7f:i n ?�'R r Iii.fl! WY T21�^ OR Pnde.11.' wT R.-- Page 2 of 5 _ _ Ny -a3W OEF±.tMe.' SeiSA .-.-If rF2Ra Isu - we P.E,F PRE_rAA1 i tlf��5 ]o .Rwr•Se �. r I ` LRIJX Nr S r.�.E_..,E-awaYnvn 'm` 5212 or.m V^U*a 1�w.a, mma. �,. �. • ��1�N A_ ,.e. r. n T IOff I NS IS ®- Tumac awmrW.n szw N R ( 0 d 3- § r f h+il�i W[I Limey+ Wee _.. 1 If a, 6 � I (1� t IP 15, Rq. T2 -SS^ R Fedes'r'in 3 � Ronpa 'agz J c a: aExxrYu+ -` 521'3 .m "RE5DEN11AL WIN,rav mmm rew --_C0111X£lE TOP _mwa r.m *1jW ewi wm+ STANDARD 0.h -DE -SRC .-.-If rF2Ra Isu - we P.E,F PRE_rAA1 i tlf��5 ]o .Rwr•Se �. r I ` LRIJX Nr S r.�.E_..,E-awaYnvn 'm` 5212 or.m V^U*a 1�w.a, mma. �,. �. • ��1�N A_ ,.e. r. n T IOff I NS IS ®- Tumac awmrW.n szw N R ( 0 d 3- § r f h+il�i W[I Limey+ Wee _.. 1 If a, 6 � I (1� t IP 15, Rq. T2 -SS^ R Fedes'r'in 3 � Ronpa 'agz J c a: aExxrYu+ -` 521'3 i 1r i I 9 LTx Qp Qj==sxslraia Cure Ramps Comm Page a of 5 - CF➢aR VFn — 5r, .m "RE5DEN11AL WIN,rav 8 ""NwS --_C0111X£lE �f �k r wTl .0 WT1wr wars STANDARD 0.h -DE -SRC -- gun. smonlu. 3,a �acx PILL ommom 1xx-DE-sAcMill rrolFpxm (gwrFart " 5205 i 1r i I 9 LTx Qp Qj==sxslraia Cure Ramps Comm Page a of 5 - CF➢aR VFn — 5r, E A. I w—,r Pfl i---.. MIR nlrw A5 EYRY BASE DEru �.e.,..e.,,. ENvmW. W.WWI.Ya sz11 .m "RE5DEN11AL WIN,rav 8 ""NwS --_C0111X£lE �f RE5C£NTPL DRe"AY EMrRARCEs wTl .0 WT1wr wars WTI Mm WTHwr C11Ra5 szm E A. I w—,r Pfl i---.. MIR nlrw A5 EYRY BASE DEru �.e.,..e.,,. ENvmW. W.WWI.Ya sz11 a e ••- •- 3Yxixc xe d v r SOD KAmAENr ,......mr.m,..r TN'AYEWaL rEFYa11[I.r ` 5303 reefer �R e Y maartu oRs�. A. MIR coxcRLrE ®smEwuN r+amac owvmn "`m' 5216 rr see+ a 51. 11 . . WEE. •— ^- ollf SiMtlARO SFRNCE ® E cARD ® EWJFFNfi OAY.RrWr ` 5221 .m "RE5DEN11AL WIN,rav 8 ""NwS DRIVEWAY ENrRAVCES jRRlR wTl .0 WT1wr wars U41FpW4 r6ITame, 52(18 a e ••- •- 3Yxixc xe d v r SOD KAmAENr ,......mr.m,..r TN'AYEWaL rEFYa11[I.r ` 5303 reefer �R e Y maartu oRs�. A. MIR coxcRLrE ®smEwuN r+amac owvmn "`m' 5216 rr see+ a 51. 11 . . WEE. •— ^- ollf SiMtlARO SFRNCE ® E cARD ® EWJFFNfi OAY.RrWr ` 5221 PROJECT NAME 215-0119 INroccr as3ronaN-. sw• Eor srmc rAYav smonlu. 3,a �acx r' T,,, fMrAer-I _ �r.o�. HL LTJ RI.. "a"re"'ai„�CWS-WL-M 7RW-RAY STSEr Aro 1RAfFlC 331 WsrNunaN - .-- sT7 a e ••- •- 3Yxixc xe d v r SOD KAmAENr ,......mr.m,..r TN'AYEWaL rEFYa11[I.r ` 5303 reefer �R e Y maartu oRs�. A. MIR coxcRLrE ®smEwuN r+amac owvmn "`m' 5216 rr see+ a 51. 11 . . WEE. •— ^- ollf SiMtlARO SFRNCE ® E cARD ® EWJFFNfi OAY.RrWr ` 5221 OP a�M�N PRS Pa� OONSSP NG�FOP GONYEA HOMES 8 REMODELINGS 1000 BGONE AVE N, 6UITE 100 GOLDEN VALLEY, MN 55127 OFFICE: 763 3245Do FAIC 763J Q2 1501 ALLIANT 233 Park Ave S, Ste 300 Minneapolis, MN 55415 612.758.3080 ReoN 612.756.3099 EAA www.alliam-inc.com .erflfr mm 1w. pm. �.p oic ran. report . F ...... d er m anger mr I,.co-'.rn.J- na mol dairy u• .... e FROEE5510.4 ENGINEER ands . of M. Sial. of W NNESOTA W. xAOscN, K OUALITT ASSURANCE/CONTROL xe DA. DATE ISSUE PROJECT NAME 215-0119 INroccr as3ronaN-. sw• Eor srmc rAYav smonlu. 3,a �acx N fMrAer-I _ F• RI.. "a"re"'ai„�CWS-WL-M 7RW-RAY .-5eW A3:UalAWr NOi,Ya� 1DNYia a auWalxs 6 :u'Ne au,wE off, TP wn Fa suw 31Au NAK . wmY..1 s nu sts z , ST4y 9. 5 Ar 41 [TTP1xCE5. r eaa,NLT61 J. SG 9W1 NAK MBT PAIXPU➢C MlF 4TNERRaP RO. • lEal[F 9II Ra T Y a 6' Lp. MIN OEKLWYENi ® Iwo 3111 - fN31lOWD WAVrlmrt ` 5313 OP a�M�N PRS Pa� OONSSP NG�FOP GONYEA HOMES 8 REMODELINGS 1000 BGONE AVE N, 6UITE 100 GOLDEN VALLEY, MN 55127 OFFICE: 763 3245Do FAIC 763J Q2 1501 ALLIANT 233 Park Ave S, Ste 300 Minneapolis, MN 55415 612.758.3080 ReoN 612.756.3099 EAA www.alliam-inc.com .erflfr mm 1w. pm. �.p oic ran. report . F ...... d er m anger mr I,.co-'.rn.J- na mol dairy u• .... e FROEE5510.4 ENGINEER ands . of M. Sial. of W NNESOTA W. xAOscN, K OUALITT ASSURANCE/CONTROL xe DA. DATE ISSUE I s1¢r 3 of 47 PROJECT NO: 215-0119 3 I s1¢r 3 of 47 589'2J'T4'E 67/.93 1 AWv'zW om `ar—, 'M- La u_ 1 y • I IIp-r _ �_+4n•� Sb <r, _ y Orap rose —n. <Y. 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LOTS 1, 2, BI.00K 4 `\` \ I `\ / / \ QUAL" ASSURANCE/CONTRDL _____-___ FASEMEM LINE �q\• ,\ 1\ � � - \,_.� \ BUILDING sETa.L% ��\ •Y' ``\ \ y W I L \\ \ PROPEmY UNE LOT ONE < O E\ . ; \ _ i / \ ,REMAND OELINTATKW WEtLAND BUFFER z m \' 1 Ul O WE 0 BUFFER MONUMENT p �� 1 ` \ €•+� I; WERANO BUFFER STRIP `✓♦ ONI'v ^ W P^y\�'GT/ ` {PE\Mv"1CEpN1NSSPPVO4S` O"1�?1Nu. . 01 fOP '1\O - MACT 10h 2111-11112 - ___ -__-J__ OP WE ANDeuFFER e NpT F WITHIN LOT 5. BLOCK 5 ----------- �� EXISTING DRIVEWAY TO REMAIN ADJACENT To WETLAND yIEET 8 of 47 NI 0 50 100 200 SCALE IN FEET PAD WORT = 65 A 7W PAD TYPE = F �1 6)LL_BAS MENT PAD PM WDM = 65' h 71' PAD TYPE = L PAD TYPE Loyd I a: xMF M day, F— w LORI OUT AND WAg an'PADS Au nAmc n a* HOLD DOWN DETAILS ;v tpN 911 nejj;TqM� I. ALL FINISHED GRADES SN'" SLOPE AWAY FROM PROPOSED BUILDINGS AT YIMMVY GRADE OF 2.Di ALL ORALES SMALL NAME A MINIMUM SLOPE OF 2WS 2. TIE CONTRACTOR stall @ AiTHE NWGEM IS RSADNAYS FREE OF DEBRIS AND PREVENT THE OFT -SIDE iPANNG OF s04 IN AGCY RDVICE ACTH THE IEpARFYEMs OF THE GOY AND YTERSXEO. J. NDIFY GCNIER STATE CIE GVL AT (a'0)m2-PPLO. M ICURs PRgR m START DF WISTMKTFM. a. ALL LYNMIFIEMS TO 03BRORY WIN CITY OF tlMNILlS5e1 WIbTRUCLIII $BRONCO sPEffIfATICN. uTEST Ep1IW. S ROK CONSTRUCTION ENTRANCES 9WL BE PRQYiD AT AL PVNS a REFER m PEGINU II RFPtlR NO PRYEGT NANDA, FOR SOL COMECTew IEOLIWNEIIR AND TiTYa RFAUMYEWIS. 7. STRIP TGP9IL PRIOR ro MIY COXSTROCTICN REOg STOCKPILE ON SRC sINO•LE PEIAEIFIS NOW BE PROTECTED, MTII RT FFNL£ S. PRKR TO STARING OM'IMa1MN, THE CONTRACTOR stall BE RESPoT6HE TG WlI SURE TMT ALL REQUIRED PBNRs AND APPROVALS PAVE BRIT ONAtl®. NO CG6IRUCIaN ON FABRICATION SN4L SEM UNTIL TIE CONDRAC OR HAS RECEIVED AND THOROUGHLY RENEWED AL NMS Na OTYR WNYENIs APPAUED Br ILL K TE PEM(RWG .WIMNIES B. LWET%ATRY FOLGNK. GRILMY OF (]n OR GROUTER) SIE $CCPR Na ORAQNNE STARS. WGGE BU . PR OTHER. sp- stmuni : YERaO (MPMWED B/ flNiNEER) SNAIL PE APPL __ OVER APPROVED SEED M%TAE AND A URBAN OF 4- IOPSCI 10 THE GENEPIL CONTRACTOR MUST DISCUSS 043MROING NAS WTN ALL SLIBWNIIVCIORs TO VB6Y NPO6 REWIRION.. F DONATEWNG 6 REQUIRED WRING WNBRIKROR. WNIPN,iGR SHOULD LIXSLLT WITH EROSION CpRMX INSPECTOR AND ENSU ETi TD OflE111fE AN'RJP2ATE uETHNNd 11. REFER TO SIORIMATER POLLUTION PREWTICN RAN (SRPPP) FOR ALL ERG9]TI AND SEOYEM EOMROL OEVNE LOCATION. C£$CIEPIaIb. MTES AND ORARS INCLUpNG CON1E1. E WA9a11T SAILOR IISBRILTI 12. WEIVND DUFFER MMUMEM SNRT SHALL BE INSTALLED AT EAGI POM WHERE A LOT ONE INTERSECTS WEEN THE WETIAD BUFFER. 1J. WR.ONG PER SMS ARE FEQURED FOR ILL RETAINING WALLS 4 FEET IN HEIGHT ON GREATER AND TE IMUS SHALL BE DESIGNED BY A STRC'GIURA ENGWEER WITH DESIGN REMENED AND IPPROaED BY TIE o1Y PRIOR TO IN 1,ILATW. 14. A J FOOT SAFETY MONS Is REQUIRED AMP ALL WILLS 4 FOOT LVL OR GREATER. 15, WMWAT SLOPES ISTED ME CAIGUTAIOT AT CENTER OF ORh1WAY FRW R/W TO FROM SETOCX. RETAINING WALL NOTES: RUNNING WALL MASS GPAYNG IREPPRATOX 1. ILL RETAINING WADS s BE ROUGH GRADED AT A 21 SLOPE WTIR BASE OF PREP. SLOPE AT PROPoSED WALL FACE. 2, PROPO54D RETAINING WAIL MEAS BETNEEN BUILD IC PAA ME TO SE ROOGX GTMDLO AT A 2:1 SLOPE WITH EASE OF $LOPE MKIDING WITH GOMYGN LN THE 3. THE REGARDING WNL $DOPE MLS ME TO a LMWTAINED UNTIL RETNNNIG WNL COSTMICIXNI CRUS, MY EfiOAW SHAUL BE REMEDIED AND RESTORED. 4. OADWD PFRMIs ARE REWIRED FOR AM L REEAING WAILS GRAVER THAN 4 FEET W HEIGHT AND D THOSE WFLS SIAL BE OFSWFN ED B( A STRUCTURAL WMER WDM DESIGN IEKWFD MA D 9110AD M By T MPINK TO IISWUIYJX. 5. INSTALL SAFETY RuuNG AS REO'JRED ATOP WALLS DPO EDNG 1. INFILTRATION BASIN NOTES: FBUVIAIp(/N6TaCTOtF OF Yi81RAT1(Ix BVW, 2. ML sRASOW RLMiT s1MLL BE OVERIEO MAY HNA..TMIIN NffA TO TEMCMwGY >RUIEIT FVp INTL WL a WEPIEIELY GRADED /M FLAILED. 1 COSMCIgN T DRUM SNL BE 516PQEm WING PEMJOS OF "WALL OR SIOMELT. W6TRUI SWL REMAIN SA4RffD F PoPCm WNFR 6 PRESENT OR F N3VML SOIL WOSMI E NDIBEI6 SSSTJPILY TO TE PoTENIAL FOR COYPACTI 4. COMPACTION NO SNMY OF THE Z01.4 EEEATH T L FLOOR Na 3E SLOPES OF TK NK1RAD N B'Sk NEG\ SNCL iE WOD. OWN' SIDE MVRLfMxT. THE MEA DOMINATE(, TO TIE MLTRMOM BASIN III E CORDONED OT 10 PEMM ACCESS BY MAN EOiMBT. N%SPTNIE EOINUIfNf FOR COSIaN:INU TIE BA9! N1110Es U CAVNaN IBES. TWE ROWED NON TNF TYPE TIES. NV611 EQAPYENT OR NO TRICK LOADERS. 5. IF COPACTIIN GOGURS AT TE BASE E TE BASIN, THEE SIL SAIL E EFRAC URED TO A DENX AT LEAST MC. E SYFNSI(G OCCIWi. TE sYFNED MOS CF 11E NIEIFME $1i4. E COMECIFD OT W000G OL ROO-1WN'. 6. CWIWCfpf i0 OG TEST NR OIPoNG TYE W COSIRUCIIM 1D EVNDME ANY I'OSSIBI£ AN U FOX SXL FOR TE ENGINEER TO RENflY lSF N15 R OTERMNE ST NR0 FOR HI UNSER Rpt ETHER TEMPORARY TIXf fSTIHlS91EXT. W 10 IEl1EM SFASONLLLT XIA1 W.LIIX CMOnat6 DEVELOPER: PROADEN E 55, LLC IOD BJCNE AVENUE NORIA SOME W GOLDEN VIVIFY. MN 55417 Lc1 J \ 711!"R =1cl =Q 11113 RT.1 P-Iaayha'�PAMOL .1 :5 _ - PROPOSED STOTO RM SE'NER o- sF a IO/ NO, 9 PROPOSED EASEo=•.- �Ilwy) 1. To PROPEHTT uNE Loyd I a: xMF M day, F— w LORI OUT AND WAg an'PADS Au nAmc n a* HOLD DOWN DETAILS ;v tpN 911 nejj;TqM� I. ALL FINISHED GRADES SN'" SLOPE AWAY FROM PROPOSED BUILDINGS AT YIMMVY GRADE OF 2.Di ALL ORALES SMALL NAME A MINIMUM SLOPE OF 2WS 2. TIE CONTRACTOR stall @ AiTHE NWGEM IS RSADNAYS FREE OF DEBRIS AND PREVENT THE OFT -SIDE iPANNG OF s04 IN AGCY RDVICE ACTH THE IEpARFYEMs OF THE GOY AND YTERSXEO. J. NDIFY GCNIER STATE CIE GVL AT (a'0)m2-PPLO. M ICURs PRgR m START DF WISTMKTFM. a. ALL LYNMIFIEMS TO 03BRORY WIN CITY OF tlMNILlS5e1 WIbTRUCLIII $BRONCO sPEffIfATICN. uTEST Ep1IW. S ROK CONSTRUCTION ENTRANCES 9WL BE PRQYiD AT AL PVNS a REFER m PEGINU II RFPtlR NO PRYEGT NANDA, FOR SOL COMECTew IEOLIWNEIIR AND TiTYa RFAUMYEWIS. 7. STRIP TGP9IL PRIOR ro MIY COXSTROCTICN REOg STOCKPILE ON SRC sINO•LE PEIAEIFIS NOW BE PROTECTED, MTII RT FFNL£ S. PRKR TO STARING OM'IMa1MN, THE CONTRACTOR stall BE RESPoT6HE TG WlI SURE TMT ALL REQUIRED PBNRs AND APPROVALS PAVE BRIT ONAtl®. NO CG6IRUCIaN ON FABRICATION SN4L SEM UNTIL TIE CONDRAC OR HAS RECEIVED AND THOROUGHLY RENEWED AL NMS Na OTYR WNYENIs APPAUED Br ILL K TE PEM(RWG .WIMNIES B. LWET%ATRY FOLGNK. GRILMY OF (]n OR GROUTER) SIE $CCPR Na ORAQNNE STARS. WGGE BU . PR OTHER. sp- stmuni : YERaO (MPMWED B/ flNiNEER) SNAIL PE APPL __ OVER APPROVED SEED M%TAE AND A URBAN OF 4- IOPSCI 10 THE GENEPIL CONTRACTOR MUST DISCUSS 043MROING NAS WTN ALL SLIBWNIIVCIORs TO VB6Y NPO6 REWIRION.. F DONATEWNG 6 REQUIRED WRING WNBRIKROR. WNIPN,iGR SHOULD LIXSLLT WITH EROSION CpRMX INSPECTOR AND ENSU ETi TD OflE111fE AN'RJP2ATE uETHNNd 11. REFER TO SIORIMATER POLLUTION PREWTICN RAN (SRPPP) FOR ALL ERG9]TI AND SEOYEM EOMROL OEVNE LOCATION. C£$CIEPIaIb. MTES AND ORARS INCLUpNG CON1E1. E WA9a11T SAILOR IISBRILTI 12. WEIVND DUFFER MMUMEM SNRT SHALL BE INSTALLED AT EAGI POM WHERE A LOT ONE INTERSECTS WEEN THE WETIAD BUFFER. 1J. WR.ONG PER SMS ARE FEQURED FOR ILL RETAINING WALLS 4 FEET IN HEIGHT ON GREATER AND TE IMUS SHALL BE DESIGNED BY A STRC'GIURA ENGWEER WITH DESIGN REMENED AND IPPROaED BY TIE o1Y PRIOR TO IN 1,ILATW. 14. A J FOOT SAFETY MONS Is REQUIRED AMP ALL WILLS 4 FOOT LVL OR GREATER. 15, WMWAT SLOPES ISTED ME CAIGUTAIOT AT CENTER OF ORh1WAY FRW R/W TO FROM SETOCX. RETAINING WALL NOTES: RUNNING WALL MASS GPAYNG IREPPRATOX 1. ILL RETAINING WADS s BE ROUGH GRADED AT A 21 SLOPE WTIR BASE OF PREP. SLOPE AT PROPoSED WALL FACE. 2, PROPO54D RETAINING WAIL MEAS BETNEEN BUILD IC PAA ME TO SE ROOGX GTMDLO AT A 2:1 SLOPE WITH EASE OF $LOPE MKIDING WITH GOMYGN LN THE 3. THE REGARDING WNL $DOPE MLS ME TO a LMWTAINED UNTIL RETNNNIG WNL COSTMICIXNI CRUS, MY EfiOAW SHAUL BE REMEDIED AND RESTORED. 4. OADWD PFRMIs ARE REWIRED FOR AM L REEAING WAILS GRAVER THAN 4 FEET W HEIGHT AND D THOSE WFLS SIAL BE OFSWFN ED B( A STRUCTURAL WMER WDM DESIGN IEKWFD MA D 9110AD M By T MPINK TO IISWUIYJX. 5. INSTALL SAFETY RuuNG AS REO'JRED ATOP WALLS DPO EDNG 1. INFILTRATION BASIN NOTES: FBUVIAIp(/N6TaCTOtF OF Yi81RAT1(Ix BVW, 2. ML sRASOW RLMiT s1MLL BE OVERIEO MAY HNA..TMIIN NffA TO TEMCMwGY >RUIEIT FVp INTL WL a WEPIEIELY GRADED /M FLAILED. 1 COSMCIgN T DRUM SNL BE 516PQEm WING PEMJOS OF "WALL OR SIOMELT. W6TRUI SWL REMAIN SA4RffD F PoPCm WNFR 6 PRESENT OR F N3VML SOIL WOSMI E NDIBEI6 SSSTJPILY TO TE PoTENIAL FOR COYPACTI 4. COMPACTION NO SNMY OF THE Z01.4 EEEATH T L FLOOR Na 3E SLOPES OF TK NK1RAD N B'Sk NEG\ SNCL iE WOD. OWN' SIDE MVRLfMxT. THE MEA DOMINATE(, TO TIE MLTRMOM BASIN III E CORDONED OT 10 PEMM ACCESS BY MAN EOiMBT. N%SPTNIE EOINUIfNf FOR COSIaN:INU TIE BA9! N1110Es U CAVNaN IBES. TWE ROWED NON TNF TYPE TIES. NV611 EQAPYENT OR NO TRICK LOADERS. 5. IF COPACTIIN GOGURS AT TE BASE E TE BASIN, THEE SIL SAIL E EFRAC URED TO A DENX AT LEAST MC. E SYFNSI(G OCCIWi. TE sYFNED MOS CF 11E NIEIFME $1i4. E COMECIFD OT W000G OL ROO-1WN'. 6. CWIWCfpf i0 OG TEST NR OIPoNG TYE W COSIRUCIIM 1D EVNDME ANY I'OSSIBI£ AN U FOX SXL FOR TE ENGINEER TO RENflY lSF N15 R OTERMNE ST NR0 FOR HI UNSER Rpt ETHER TEMPORARY TIXf fSTIHlS91EXT. W 10 IEl1EM SFASONLLLT XIA1 W.LIIX CMOnat6 DEVELOPER: PROADEN E 55, LLC IOD BJCNE AVENUE NORIA SOME W GOLDEN VIVIFY. MN 55417 Lc1 J \ 711!"R =1cl =Q 11113 GONYEA HOMES & REMODELINGS 10M BOONE AVE N. SUITE 400 GOLDEN VALLEY, MN SM27 OFFICE'. 761432-45OO FAX 763 1501 ALLIANT 233 Park Ave S, Ste 300 Minneapolis, MN 55415 612.758.3080 MAX 612.758.3099 FAx NNN.alliant-inc.com :Peareby carNly p-ndNy bmo all-, .J by H.. .. PROFESSIONAL o EI M. Iof Ma MINNESOTA YMP PAUXH, PE Z a J a W J Q kc_ Z C (Y m Q N Z Q J z a z Z Q LL (7 nut Ima Plnn or trach, mY and l Bad GINEER untiv SIaN al OUADfT ASSURANCE/CONRML p[yMIEO: W GRAwx: ■ • PROPOSED CATCH BASINS _ - PROPOSED STOTO RM SE'NER TWRI"TwF uevouWW�RETAINING 9 PROPOSED EASEo=•.- . OUSTING COMWR PROPEHTT uNE —7M— PROFOS£0 CONTWR SETBACK LINE OT LINE OECLpN OF DRAINAGE RIGIT-OF-wnr w WALK OUT OAOA EXISTING TREE TO REWLN TREE PROTECTION UMTS 0 WETLWD BUFFER MONUMENT EXSONG VEGETATION LAIRS WETLAND BUFFER — TURF RDNFORCOAW MAT (LNIDLDC 450 OR APPROVED EQUAL) GONYEA HOMES & REMODELINGS 10M BOONE AVE N. 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(wOuc`s0OR / I / 4 _.ly/ / �. 1 1 Y ����. APPDO/EO EQUAL) I I 1 )La \ r �i y, �{� _\ _g 7,� I ^r -L. /C ♦�^�5�., ,1 IFi _.s.:e l .0( C)n- SNMET 10 Of 47 r 1A PIO E A01 . Y "t/# q. Iwo �� © =3 ^ :€§..�/}•♦ •�* q .'. i za 91,. 4 �O q OI O•\;' GONYEA ="� ♦ .' A mR "' I ' ♦ p'� \ 1 HOMES 8 REMODELINGS •''�_ O \ ► -P-�\Iyy 7 r iC� 1 1 m `"yy' R ^ air. S$ 1000 a00NE AVE N. SUfTE 400 1J P D �..r O. GOLDEN VALLEY. MN 5542] 4}� 1 i \/\\ ' A. Z o I l I 1923.)-- 'IIVJ _S-. ,�.[J,�-. v��Q��y OFFICE:] 2J -.--A 1• _\ a2S,, \\ r'. .` p ff fri I I" (.pN �F "_ FAX ]s3 -4a2 l 9z51 �� �� ' \ .\ �Q' 4i• , rj_ _ " i' ALLIANT 233 Park Ave S, Ste 300 Minneapolis, MN 55415 612.758.3060 xwm / •9po $ \ / \ ' ' _ i - ' _ `% 612.758.3099 vu Y .alliant4nc.com rw�r�cmlw� JI ` �9, v IL AV I lv� 9% '�.rO1Q'w4S/� i Z=S fes' I / \ 2 \'V. 13. O (� g•• ♦ - ' \ \ mp AY^ 3F 1. •v av Q • ���wyyy,,,�.. __mN IT O'-!m°Ja R Q�. A\y q. Q�lA 1A� \T IIl a1��� �(�SO •. O ^ TCL1 Q5 7 1 \A 11 li I\ �, \ \ Ipy XVI` 1 j �'q tirt v I ��� LION_A, I i ` y OQ � . 'I,• \\ 1;1 \�l\I\IQ 0`oiy L.. C O ♦ I M(a i O\ ,,'^-mmUm Rim 1 Ilk FDR P\A A\w� N g• R \i 4�" O •_- `_i yr �I,r P 1401 IF z O" g IL 7 \ } i is _ � �, c z _- /•MSI - - a � W vua<Mwt mnu RETKNING WALL IRu, nap ■ • PROPOSED CATCH BASINS aeww >— >— PROPOSED STORM SEWER i PROPOSED EASEMENT vas--- EEISRNG CONTOUR PROP UNE I — SETBACK ONE ♦ LOT UNE _ n YlIX- TOP WALL Ei£VA 1o(It � � � � � � - TREE PRO] 14 MM� ♦ 1 _ f 16 J \ w „DIISIING VEGETATON UMIIa WA CUT WEMNO SURER y EMERGENCY OVT]tFLON ROUTING z — TURF REINFORCEMENT MAT Q'� msnN TREE TO REMMN (LIMOIGC 450 OR X APPROY£D EOUAL) 0 ; - ♦' * I. j \ 25 SO 100SCALE Z Q 0 mU ♦ a 77 -7, n., MIS 77 P•�r�m,v. IN FEET %♦ tl b • a n4. �•✓ a-.1 ..,W- - :m! Ma, 11 umm. ` ` I PPa,lE U.E !Ol1K D*ANECR .ne.. . I... , M. ACN of -. MIN NEWTA \i \ 4 / •per .9110.55 AIM Y a IN, OUAl1IY ASWJRANCE/CONIROL 9i MlF '. >f G ♦' b .R M r 0 Z RocM v I PROTECT INRLTRATION AREA SEE EROSION CONTROL FOR ADDIRONAL NOTES. EMERGENCY OVERFLOW • REINFORCE WITH 920 5F OF TURF REINFORCEMENT N (SEE DETAIL) '. . r ► V / ,,icp 894.9 1A PIO E A01 . Y "t/# q. Iwo �� © =3 ^ :€§..�/}•♦ •�* q .'. i za 91,. 4 �O q OI O•\;' GONYEA ="� ♦ .' A mR "' I ' ♦ p'� \ 1 HOMES 8 REMODELINGS •''�_ O \ ► -P-�\Iyy 7 r iC� 1 1 m `"yy' R ^ air. S$ 1000 a00NE AVE N. SUfTE 400 1J P D �..r O. GOLDEN VALLEY. MN 5542] 4}� 1 i \/\\ ' A. Z o I l I 1923.)-- 'IIVJ _S-. ,�.[J,�-. v��Q��y OFFICE:] 2J -.--A 1• _\ a2S,, \\ r'. .` p ff fri I I" (.pN �F "_ FAX ]s3 -4a2 l 9z51 �� �� ' \ .\ �Q' 4i• , rj_ _ " i' ALLIANT 233 Park Ave S, Ste 300 Minneapolis, MN 55415 612.758.3060 xwm / •9po $ \ / \ ' ' _ i - ' _ `% 612.758.3099 vu Y .alliant4nc.com rw�r�cmlw� JI ` �9, v IL AV I lv� 9% '�.rO1Q'w4S/� i Z=S fes' I / \ 2 \'V. 13. O (� g•• ♦ - ' \ \ mp AY^ 3F 1. •v av Q • ���wyyy,,,�.. __mN IT O'-!m°Ja R Q�. A\y q. Q�lA 1A� \T IIl a1��� �(�SO •. O ^ TCL1 Q5 7 1 \A 11 li I\ �, \ \ Ipy XVI` 1 j �'q tirt v I ��� LION_A, I i ` y OQ � . 'I,• \\ 1;1 \�l\I\IQ 0`oiy L.. C O ♦ I M(a i O\ ,,'^-mmUm Rim 1 Ilk FDR P\A A\w� N g• R \i 4�" O •_- `_i yr �I,r P 1401 IF z O" g IL 7 q i is _ I 2A \ c z GRADING LEGEND: vua<Mwt mnu RETKNING WALL IRu, nap ■ • PROPOSED CATCH BASINS aeww >— >— PROPOSED STORM SEWER as um PROPOSED EASEMENT vas--- EEISRNG CONTOUR PROP UNE —]EB— PROPOSED CONTOUR — SETBACK ONE M244 p- pgOp05Ep SPOT FIEVATION LOT UNE — RSH] -OF -WAY n YlIX- TOP WALL Ei£VA 1o(It � � � � � � - TREE PRO] 14 MM� M BOTTOM OE WALL ELEVATON A WETUIO BUFFER MONUMENT p �iDQA IRELTION OF ORNNA(.E w „DIISIING VEGETATON UMIIa WA CUT WEMNO SURER y EMERGENCY OVT]tFLON ROUTING z — TURF REINFORCEMENT MAT Q'� msnN TREE TO REMMN (LIMOIGC 450 OR X APPROY£D EOUAL) 1A PIO E A01 . Y "t/# q. Iwo �� © =3 ^ :€§..�/}•♦ •�* q .'. i za 91,. 4 �O q OI O•\;' GONYEA ="� ♦ .' A mR "' I ' ♦ p'� \ 1 HOMES 8 REMODELINGS •''�_ O \ ► -P-�\Iyy 7 r iC� 1 1 m `"yy' R ^ air. S$ 1000 a00NE AVE N. SUfTE 400 1J P D �..r O. GOLDEN VALLEY. MN 5542] 4}� 1 i \/\\ ' A. Z o I l I 1923.)-- 'IIVJ _S-. ,�.[J,�-. v��Q��y OFFICE:] 2J -.--A 1• _\ a2S,, \\ r'. .` p ff fri I I" (.pN �F "_ FAX ]s3 -4a2 l 9z51 �� �� ' \ .\ �Q' 4i• , rj_ _ " i' ALLIANT 233 Park Ave S, Ste 300 Minneapolis, MN 55415 612.758.3060 xwm / •9po $ \ / \ ' ' _ i - ' _ `% 612.758.3099 vu Y .alliant4nc.com rw�r�cmlw� JI ` �9, v IL AV I lv� 9% '�.rO1Q'w4S/� i Z=S fes' I / \ 2 \'V. 13. O (� g•• ♦ - ' \ \ mp AY^ 3F 1. •v av Q • ���wyyy,,,�.. __mN IT O'-!m°Ja R Q�. A\y q. Q�lA 1A� \T IIl a1��� �(�SO •. O ^ TCL1 Q5 7 1 \A 11 li I\ �, \ \ Ipy XVI` 1 j �'q tirt v I ��� LION_A, I i ` y OQ � . 'I,• \\ 1;1 \�l\I\IQ 0`oiy L.. C O ♦ I M(a i O\ ,,'^-mmUm Rim 1 Ilk FDR P\A A\w� N g• R \i 4�" O •_- `_i yr �I,r P 1401 IF z O" pEgq,llFD: MA DROWN: ELL .ER NR 21}-0112 g IL W a z J~ ir m In w m 0 lz 'w o z g °g ►- O w 0 0 a z Epi i J p X �i POND 1 2100 _ Pw RMtnu 1m SECTION A -A 'E .E .1.0. 1..1 SECnON 9-9 PLAN VIEW STORMWATER POND EMERGENCY OUTLET SECTION (NTS) N 0 10 20 40 SC® 920 �[ SECTION A -A 920 _ _ ♦� �' \Rr , �. BASIN EMERGENCY OVERFLOW EOSING • i - • ` REINFORCE WTH 410 SF OF " m . O TURF REINFORCEMENT MAT (SEE OEWL) A. < 912 J O N N � a 912 NtERAJUC WALL c m W m 908 N :3 U. Z K 0) 908 55 F (x1 MAX) D O = 904 z WN W4 1 �a 904 13 0 na A- O 900 :L d [e[Illy Mal Mla pkn. ger 900 _ n,. a..nmo my co.oe 1 [--�a0iE5510N1L enol I ."Jb.n 1 896 894 ENGINEER un0er .e el M. $IaM1 el Nla.a N ESG2A 894 .YR RAu4il. PE - - POND 1 _ 0 „ O -el- wn DATE ISSUE WL 9 6-3G-19 CT' 9BXIRN ---- \V L90 .9 � - I I I+ a L_� I \ I 11 t �. -------- -� 2100 _ Pw RMtnu 1m SECTION A -A 'E .E .1.0. 1..1 SECnON 9-9 PLAN VIEW STORMWATER POND EMERGENCY OUTLET SECTION (NTS) N 0 10 20 40 SC® 920 �[ SECTION A -A 920 _ _ 918 z EOSING GROUND 916 m 912 J O N N � a 912 NtERAJUC WALL c m W m 908 N :3 U. Z K 0) 908 55 F (x1 MAX) D O = 904 z WN W4 1 �a 904 13 0 na z O 900 :L d [e[Illy Mal Mla pkn. ger 900 _ n,. a..nmo my co.oe 1 [--�a0iE5510N1L enol I ."Jb.n 1 896 894 ENGINEER un0er .e el M. $IaM1 el Nla.a N ESG2A 894 .YR RAu4il. PE Or _ 0 „ O 0+00 AA W DNLP14 FOP R P\w UC,(No PREF 0014 P Not FOP 1+00 GONYEA HOMES & REMODELINGS 1008 BOONE AVE N, SURE 400 GOLDEN VALLEY, MN 58427 OFFICE: 783-432) FAX7&9-432)501 a ALLIANT 233 Park Ave S, Ste 300 Minneapolis, MN 55415 512.7593090 NAN 512.759.3099 EAz v .alliant4nc.com PROJECT TEAM DATA oEvaREu: 11PR GruvM: FLL PRGJECf Ip: IIN119 12 SHEET 12 of 47 N z to m ^_ J O N N � a c m W m J N :3 U. Z K 0) z 55 F D O = 5 z WN a �a J 13 0 na z O LL m U :L d [e[Illy Mal Mla pkn. ger _ n,. a..nmo my co.oe 1 [--�a0iE5510N1L enol I ."Jb.n 1 ENGINEER un0er .e el M. $IaM1 el Nla.a N ESG2A .YR RAu4il. PE poM1 Ilem 110. QUALITY ASSURANCE/CONTROL- -el- wn DATE ISSUE 6-3G-19 CT' 9BXIRN PROJECT TEAM DATA oEvaREu: 11PR GruvM: FLL PRGJECf Ip: IIN119 12 SHEET 12 of 47 INFILTRATION BASIN 1 �( O ► lJ ' be, Q RIF 0. _ EN _BASIN EMERGENCY OMLOW, O m - RENFORCE Wn1 590 SF OF NRF REINFORCEMENT MAT_ 7 Nm � (SEE DETAE-) Uereebw PROTECT INRLVAnON AREA. --- / FORSEE EROSION CONTROLPWI ADDITIONALNGTES. O r NFILTRATION BASI 1 BOTTOM EL 894 ------ TOP FL 895.80 904 SECTION B -B 904 EA UM GROUND a 900 m SECTION C -C 900 O (3 I MA4 Do Do 896 900 896 m J ni Y ROQ( VA EPER 892 0 10 20 b \ 892 SCALE IN FEET na — a^ O OR MG 0+00 1+00 INFILTRATION BASIN NOTES: INFILTRATION BASIN 2 BI --- a----------- 3 ROCK WEEPER. p NO�?0 SEDIMENT FOREBAY - INFILT ON BASIN 2- I ' i B I OM EL 891 OP EL 891.80 HWL 897.00 a^I� II ,rr �PROIECT INFILTRATION AREA. SEE EROSOhI CONTROL PLM FOR ADDITIONAL NOTES. 1. REFER TO WSS OWING NOTES IN ROPUDS N PRONCONG WIN DURING GOV ND. 1. INFILTRAPON P/.TE OF 1MR/E mL MAST BE CONFIRMED, pKE TM Seemsa E MASS GF%ED N nN15NED PVN EUNATION. INF1LTWON BIDE SWLLL BE CONFRMM BY GEOIECNIGL ENGINEER. INI'LTNgTION TEST SN DETERMINE DEFECTED INALTWOR RATE AND CONFIRM WAN WILL,DMN NR111N 45 HOURS, 3. IxrILTMTIox BATF IN BASIN MVS! "CEO A YIN, OF G. W/M OR BE LESS nVN A WX, Of MIN/He PREUYINWY SLY BTpIE RpGTE THE NITIYE .'s IN THE BI RoT LIKELY WFATRIME AT ORPWIN TER T B.3 IN,I IF ReTE EYCEDYS S3 IN/HR nff WRIM SASE SOIL NEEDS TO BE MIENDEG TO LESS TRIM, ME B.] IN/WL .. IF THE mL MORON art 6 REQUIRED TO RESTS REETNNE N PATE M BEGIN 8 3 IN/HR. IT C N BE MINE By CREATING A ss' AMENDED sK SECTION N. T OF THE FOLL➢WING: 4. 4.I. MIXING MSTER TORSOLMD INTO H/.T1YF mL TO LONEA THE INFI N GOLN RATE IND ADD oRGM'IC IMTERW To To MF1LTMilp! BsslN BDnou. OR ..z IMPORnxcwOLiMnoN BWINBEDDIxc MIK nV.T PTT.OES A MVI. 9.3 IN// HR IxmTw.noN RATE. s. CONYFA HOMES k REMODn1NGS WILL COORDI.WTE THE INTTTRAnoN BASIN RATE OETERMINATON AND NIY/NL NECESS4P! MIENDMENTS. CO DINNDDN WILL INCLUDE COMMUNIGPTNG WIIH GOMMLTOR. GEOTECHNICK ENGINEER, PROJER ENGINEER, AND CT' TO ENSURE THE INFORLIRON RATE IN ME BASINS M CONSTRIICTON COMPLERON F.LLIS RTTHIN ALLO.. RW GE, 6. ME nW1 INFlLTUTpN W.TE DETFAYINITON WILL RE WCUMprtEO AND PRONGED TO THE CITY ONCE THE INPLTWDN WIN GRADING AND IF NECESSARY mL AYENDMEM 6 COYPLFfm. a+00 I/%'-2' ROP' III RfRE VgFFI INFlLIRATM BRSN ROTTW .— .i ROCK WEEPER PROFILE MEW UNION I,FE N E RLE uxER BOliul 6 MPAN,RK NO ES: ¢ O $KCS ]IPJ 2 CIA5G 1N (SFIEC. SRO') M dGEORC1 TeE FASUC (xER. ttPE N (SIRES 3J) ROCK WEEPER (NTS): SECTION A -A SSE pout N.aN SECTION 8-13 PLAN VIEW STORMWATER POND EMERGENCY OUTLET SECTION (NTS) 1+00 900 GONYEA HOMES & REMODELINGS 1000 BOONE AVE N, SUITE 400 GOLDEN VALLEY, MN 55127 OFFICE: 7934324500 FAX 7634324501 Ab ALLIANT 233 Park Ave S, Ste 300 Minneapolis, MN 55415 612.758.3080 ewry 612 758 3099 Fnx www.alliant-inc.com r , i r V) a m SECTION C -C N O Do Do 900 M N m J ni LL 0 10 20 b \ ® SCALE IN FEET z \ / 896 \; a a - EIOSMK rnolmD GRADE O �s Z 21) MAX) o 692 3' ROCU( WEEPER -- - a+00 I/%'-2' ROP' III RfRE VgFFI INFlLIRATM BRSN ROTTW .— .i ROCK WEEPER PROFILE MEW UNION I,FE N E RLE uxER BOliul 6 MPAN,RK NO ES: ¢ O $KCS ]IPJ 2 CIA5G 1N (SFIEC. SRO') M dGEORC1 TeE FASUC (xER. ttPE N (SIRES 3J) ROCK WEEPER (NTS): SECTION A -A SSE pout N.aN SECTION 8-13 PLAN VIEW STORMWATER POND EMERGENCY OUTLET SECTION (NTS) 1+00 900 GONYEA HOMES & REMODELINGS 1000 BOONE AVE N, SUITE 400 GOLDEN VALLEY, MN 55127 OFFICE: 7934324500 FAX 7634324501 Ab ALLIANT 233 Park Ave S, Ste 300 Minneapolis, MN 55415 612.758.3080 ewry 612 758 3099 Fnx www.alliant-inc.com Gui&.n7 ASSURANCE/CONTROL n bew DATE ISSUE OE]S@ V1 MGNN FEL fYW.T M YISiII, 13 13 of 47 V) Z V) a m Z ^_ J O Do Do M N m J ni LL 5 z �n � z p �=g p 0 a a DOWW Vza z O �s Z O o [L- iIa IIIanOY cION, ..' me Plan, .dNcvNon, aPor npotl . Prepared By m under my dlnd auP.^NInd mat 1 a dolt Liaenaed PROFESSNNUL ENGINEER under Nw W.. u1 IN. Stale at YWNESGTA WI°( ARDSIM, RE Gui&.n7 ASSURANCE/CONTROL n bew DATE ISSUE OE]S@ V1 MGNN FEL fYW.T M YISiII, 13 13 of 47 VICINITY MAP SCALE: V -3000' D 50 100 200 SCALE IN FEET LEGEND: v-.-, ..... MEETING VEGETATION INNS (APP IL) O EMsrIN6 TREE ro REMNN _______ TREE PINIECI LIMITS Wee MANNA s — PROPOSED SILT FETCE (PRE OYONG) Neye M ANAs — PpOPWEO ALT FENCE (POST GMONO) El q FROTECINN DDND DD NOr ns -Nd MFRS TniGYM' DRAINAGE AWING `1J GW6Nc wss rxAnING OEM ROCK CONSTRUCTION ENTRANCE EROSION COMROL SNI — NRF REINFOTRCELIEM WT EM9RNG MUNW, —789— PROPOSED CORWR PROPOSED RETAMHG wllt OREOIGR OF tliML4E ■ • PROPOSED GATCH 6tlW6 >— > PROPOSED STORM SEWER - NICPOSN E75EAIEM MWERry LINE SETMI LINE MSCHURNSE POINT TO BLUFF IN UNE — RMJD-O-wM v-.-, ..... MEETING VEGETATION INNS (APP IL) O EMsrIN6 TREE ro REMNN _______ TREE PINIECI LIMITS Wee MANNA s — PROPOSED SILT FETCE (PRE OYONG) Neye M ANAs — PpOPWEO ALT FENCE (POST GMONO) El q FROTECINN DDND DD NOr ns -Nd MFRS TniGYM' DRAINAGE AWING `1J GW6Nc wss rxAnING OEM ROCK CONSTRUCTION ENTRANCE EROSION COMROL SNI — NRF REINFOTRCELIEM WT ,ry `I jR i { ouTLor D G �< oN L A =PR��\M\N PSN _ ------- TTO NOTE TO CONTRACTOR ME MASS GRADING CONTRACTOR IS RESPONSIBLE ION INSTALLATON OF All. ERD9IX! AND SEDIMENT CONTRA BEST MANAGENENT PRACnCES (AMPS) AS SHOWN IN ME RAMI P ESFRYE MASS GRADING SNPFP (EICEPT FOR POST (FADE BMPS NEEDED AFTER UTUTY CMSTNUCNW ACTNTY).TIE BMPS ME TO BE INSTALLED AT A MINIMUM AS SHOWN IN THE PLAN, IF CONDITIONS ARISE. AGI BIP 6UPFlELEHTATIXI TO PREVENT SITE EROSION OR SENMENT TRANSPORT MAY BE NECESSARY. TIE MASS GRADING OWTRACTOR IS RESPONSIBLE FOR ALL BMPS REWIRED TO 0014. TE TIE MASS GRADING ACTINTES AND SUBSEQUENT TEMPCRAM SDL STMUUTON NECESSARY To PREPARE STE FOA MEET AND UTILITY CONS7MODON AND HOME MUIINN6 AT ME COIPLETON OF MASS GRADING WORK AND SATSFACIOIY SITE SORE STABUZATON. TLE DEK OPER AND MASS GRADING CONTRACTOR SM AL COORDINATE ME TRANSFER OF NPOES PERMIT RESPON9BUTES TO ME STREET AM UTUTY CODRACIOA AND ME OM T E STREET AND UTILITY CORMACTOR AND GUY ANLL MEN ASSUME TIDE RESPONGBUIY TO PRONDE INSPECTION AND MAINTENANCE OF MY IN-PLACE BAPS AS WELL AS INSTALL ME ADDITONAL BMPS REWIRED IN ME ME£T AND UTLITY CONSMUCTON DOCUMENT SWPPP. UPON COMPLETION OF STREET AND UTILITY CONSTRUCTION. ME MEET MO UTUTY CWTRACTCR SHAAL ET REMOVE MY BMPS INSTALLED DURING THE STREMD UnUTY PHASE MAT ARE NO LONGER REWIRED AND COORDINATE ME TRANSFER OF NPCES PERMIT RESPONSIBNUTES BACK TO ME DEVELOPER OR TERMINATE TE PORTON OF ME KNEES RTNT TRANSFERRED TO THE CTY AND MEW CONTRACTOR. EROSION CONTROL RESPONSIBLE PARTY: PROVIDENCE 55, LLC GONYEA HOMES k REMODELING IWO BOONE AVENUE NORM. SUITE 100 GOLDEN VALLEY, MN 55427 CONTACT. BILL COFTIAAN PH: 763-432-4500 EM: NIIcaHmenOcbbumet.com CONSTRUCTION SEQUENCING: MASS GRADING PHASE' 1 WSTALL SUNNI CONSTRUCTION "TRIOS 2 PREPARE TEMPCRART PARKING MO STORAGE AREA 3 INSTALL ME PRE -GRADING SILT FENCES AND MIET PROMOTION BAPS ON ME SITE 4 CONSTMCT ALL PRE -GRADING EROSION MO SEINMENTATON CCNTRO BMPS. 7. CECCMPACT PERNWS AREA SOLS MRWGH SOL AMENDMENT OR DEEP RIPPING TO AN IB- DEPTH. 6. COMPLETE MASS GRADING AND INSTALL TEMPORARY AND PERMANENT SELLING AND PVJNTNG B. COlSP UGIT POST-OUONG SILT FENCE ON THE SM STREET & UTILITY PHASE' 1. INSTALL UTILITIES UNDETTRAIM STORM SEWERS OWES AND WT1LT5 2INSTALL BP RM MOUND WTLET S11NC1)RF5 1 INSTALL IN PROTECTION MWND ALL STORM 4YBR STRUCTURES. 4. PREPNE 9TE FOR PANNG. S PALE SITE 8. FESTAL INLET PROTECTION OENCES 7. INSTAL POST MEET AND UTILITYCE TY SILT FEN B REMOVE AL TEMPORARY Mos ON AND SEDIMENT CONTROL MNC6 (ONLY E SITE M STAWLIIFD), IF REWIRED BY ME OMnRACT SWPPP BMP QUANTITIES (PER PLAN): DISTURBED AREA 20.5 AC SLT FENCE 8.756 LF INLET PROTECTION 40 EA BIOIROLL TBD W/ RI PLANS EROSION CONTROL BLANKET 4,063 BY SEED /SOD POST GRADING AREA 20.5 AC (INC. TEMP. AND PERMANENT AREA) 6' TOPSOIL RESPREAD AREA 13,955 CF 4 1. SEE GREET 16 FOR AL EROSION AND SEDIMENT WNMOL NOTES AND DETAI=L smwaiT RAEMM 1. SLT FENCE (MnDDT 3866) 2. CURB LOG 1 ROC( WEEPER INLET PROTECTION DI 1. MARCO (MnDOT TYPE A A C) L INFRASME STORM DRAN/CULVERT 3. SLT SACK (MMMT TYPE A) 4. DANDY BAG (MI TYPE B) ANT-MACNNG CONTROL 1. 2' CRUSHED CLEAR ROC( (LAND DEVELOPMENT) TEMPORARY cc_ MISE 1. MnDOT-100 (DATE 201 DAY STABUTATION) 2. MnDDT-150 (1-2 YEAR STABILIZATION) PERMANENT `;STNS YY/ST BUIZARON L wDOT 270 (RESIDENTIAL TURF) 2 SOD STABI1 DATION BMP'S 1. MANI MI TYPE 1 MULCH 2 EROBON CONTROL BLANKET MI CAT. 3 3. HYOROMULCH UmOOT TYPE 5 4. TURF REINFORCEMENT MAT SC250 NORM AMERICAN GREEN OR EWA--MN00T CAT 6 GRADING ACTMTY 1. CONCRETE WASHOUT IS DONE BY TRUCK WITH A MOBIL£ WASHOUT SYSTEM PROVIDED AND COMPLETED BY ME CONCRETE CONTRACTOR. ACTIVE SWPPP SCHEDULE ®-___-_-_____-_-_III♦-_I_ GONYEA HOMES & REMODELINGS 10OD BOONEAVE N. SUI GOLDEN VALLEY, MN 55427 OFFICE: 7634324500 FAX: 7634324501 1` ALLIANT 233 Park Ave S, Ste 300 Minneapolis, MN 55415 612758.3080 MAW 612.758.3099 FAA www ailiant-inc.com Z Q J a MSCHURNSE POINT TO BLUFF J O MY O U H ^ n J Q Z W N N J ~O ED N rC m W V) ,ry `I jR i { ouTLor D G �< oN L A =PR��\M\N PSN _ ------- TTO NOTE TO CONTRACTOR ME MASS GRADING CONTRACTOR IS RESPONSIBLE ION INSTALLATON OF All. ERD9IX! AND SEDIMENT CONTRA BEST MANAGENENT PRACnCES (AMPS) AS SHOWN IN ME RAMI P ESFRYE MASS GRADING SNPFP (EICEPT FOR POST (FADE BMPS NEEDED AFTER UTUTY CMSTNUCNW ACTNTY).TIE BMPS ME TO BE INSTALLED AT A MINIMUM AS SHOWN IN THE PLAN, IF CONDITIONS ARISE. AGI BIP 6UPFlELEHTATIXI TO PREVENT SITE EROSION OR SENMENT TRANSPORT MAY BE NECESSARY. TIE MASS GRADING OWTRACTOR IS RESPONSIBLE FOR ALL BMPS REWIRED TO 0014. TE TIE MASS GRADING ACTINTES AND SUBSEQUENT TEMPCRAM SDL STMUUTON NECESSARY To PREPARE STE FOA MEET AND UTILITY CONS7MODON AND HOME MUIINN6 AT ME COIPLETON OF MASS GRADING WORK AND SATSFACIOIY SITE SORE STABUZATON. TLE DEK OPER AND MASS GRADING CONTRACTOR SM AL COORDINATE ME TRANSFER OF NPOES PERMIT RESPON9BUTES TO ME STREET AM UTUTY CODRACIOA AND ME OM T E STREET AND UTILITY CORMACTOR AND GUY ANLL MEN ASSUME TIDE RESPONGBUIY TO PRONDE INSPECTION AND MAINTENANCE OF MY IN-PLACE BAPS AS WELL AS INSTALL ME ADDITONAL BMPS REWIRED IN ME ME£T AND UTLITY CONSMUCTON DOCUMENT SWPPP. UPON COMPLETION OF STREET AND UTILITY CONSTRUCTION. ME MEET MO UTUTY CWTRACTCR SHAAL ET REMOVE MY BMPS INSTALLED DURING THE STREMD UnUTY PHASE MAT ARE NO LONGER REWIRED AND COORDINATE ME TRANSFER OF NPCES PERMIT RESPONSIBNUTES BACK TO ME DEVELOPER OR TERMINATE TE PORTON OF ME KNEES RTNT TRANSFERRED TO THE CTY AND MEW CONTRACTOR. EROSION CONTROL RESPONSIBLE PARTY: PROVIDENCE 55, LLC GONYEA HOMES k REMODELING IWO BOONE AVENUE NORM. SUITE 100 GOLDEN VALLEY, MN 55427 CONTACT. BILL COFTIAAN PH: 763-432-4500 EM: NIIcaHmenOcbbumet.com CONSTRUCTION SEQUENCING: MASS GRADING PHASE' 1 WSTALL SUNNI CONSTRUCTION "TRIOS 2 PREPARE TEMPCRART PARKING MO STORAGE AREA 3 INSTALL ME PRE -GRADING SILT FENCES AND MIET PROMOTION BAPS ON ME SITE 4 CONSTMCT ALL PRE -GRADING EROSION MO SEINMENTATON CCNTRO BMPS. 7. CECCMPACT PERNWS AREA SOLS MRWGH SOL AMENDMENT OR DEEP RIPPING TO AN IB- DEPTH. 6. COMPLETE MASS GRADING AND INSTALL TEMPORARY AND PERMANENT SELLING AND PVJNTNG B. COlSP UGIT POST-OUONG SILT FENCE ON THE SM STREET & UTILITY PHASE' 1. INSTALL UTILITIES UNDETTRAIM STORM SEWERS OWES AND WT1LT5 2INSTALL BP RM MOUND WTLET S11NC1)RF5 1 INSTALL IN PROTECTION MWND ALL STORM 4YBR STRUCTURES. 4. PREPNE 9TE FOR PANNG. S PALE SITE 8. FESTAL INLET PROTECTION OENCES 7. INSTAL POST MEET AND UTILITYCE TY SILT FEN B REMOVE AL TEMPORARY Mos ON AND SEDIMENT CONTROL MNC6 (ONLY E SITE M STAWLIIFD), IF REWIRED BY ME OMnRACT SWPPP BMP QUANTITIES (PER PLAN): DISTURBED AREA 20.5 AC SLT FENCE 8.756 LF INLET PROTECTION 40 EA BIOIROLL TBD W/ RI PLANS EROSION CONTROL BLANKET 4,063 BY SEED /SOD POST GRADING AREA 20.5 AC (INC. TEMP. AND PERMANENT AREA) 6' TOPSOIL RESPREAD AREA 13,955 CF 4 1. SEE GREET 16 FOR AL EROSION AND SEDIMENT WNMOL NOTES AND DETAI=L smwaiT RAEMM 1. SLT FENCE (MnDDT 3866) 2. CURB LOG 1 ROC( WEEPER INLET PROTECTION DI 1. MARCO (MnDOT TYPE A A C) L INFRASME STORM DRAN/CULVERT 3. SLT SACK (MMMT TYPE A) 4. DANDY BAG (MI TYPE B) ANT-MACNNG CONTROL 1. 2' CRUSHED CLEAR ROC( (LAND DEVELOPMENT) TEMPORARY cc_ MISE 1. MnDOT-100 (DATE 201 DAY STABUTATION) 2. MnDDT-150 (1-2 YEAR STABILIZATION) PERMANENT `;STNS YY/ST BUIZARON L wDOT 270 (RESIDENTIAL TURF) 2 SOD STABI1 DATION BMP'S 1. MANI MI TYPE 1 MULCH 2 EROBON CONTROL BLANKET MI CAT. 3 3. HYOROMULCH UmOOT TYPE 5 4. TURF REINFORCEMENT MAT SC250 NORM AMERICAN GREEN OR EWA--MN00T CAT 6 GRADING ACTMTY 1. CONCRETE WASHOUT IS DONE BY TRUCK WITH A MOBIL£ WASHOUT SYSTEM PROVIDED AND COMPLETED BY ME CONCRETE CONTRACTOR. ACTIVE SWPPP SCHEDULE ®-___-_-_____-_-_III♦-_I_ GONYEA HOMES & REMODELINGS 10OD BOONEAVE N. SUI GOLDEN VALLEY, MN 55427 OFFICE: 7634324500 FAX: 7634324501 1` ALLIANT 233 Park Ave S, Ste 300 Minneapolis, MN 55415 612758.3080 MAW 612.758.3099 FAA www ailiant-inc.com eP.a.nr .dM' III., 'YY YI, Tnbby. m. ne.. NI -Nd d IY1- And MN IT 4.17 ...need PROFESSIONAL ENGINEER undo me law. W N. 8.1. aR MINNESOTA MMA LABOR. 14 OUAITIT ASSURANCE/CONTROL 9Y DATE DATE ISSUE DF9OER MPR DRAWN: E1L PKUEC1 MEN 316-0112 14 SHEET 14 of 47 Z Q J a J O z Z O U H ^ n J Q Z W N N J ~O ED N rC m W V) p OWm O LL W Z Z a�Q W pD< 04 m U J a J Z IL Z Q z O n cc W eP.a.nr .dM' III., 'YY YI, Tnbby. m. ne.. NI -Nd d IY1- And MN IT 4.17 ...need PROFESSIONAL ENGINEER undo me law. W N. 8.1. aR MINNESOTA MMA LABOR. 14 OUAITIT ASSURANCE/CONTROL 9Y DATE DATE ISSUE DF9OER MPR DRAWN: E1L PKUEC1 MEN 316-0112 14 SHEET 14 of 47 ---- I, LL; L 1 _ N GONYEA I HOMES &REMOOELINGS 10M BOONE AVE N. SUITE 400 GO OFFICE A]&i<314500LLEY, MN 1] FAX 763J -eISm D zs So 100 i xaDND— j W ® , 1 •...'it' /) l y►=_- = �i_ �` x°�BASTN OWEAGENCY OVERFLOW 11 J SCALE IN FEET REINFORCE NTH 410 SF OF Q TURF REINFORCEMENT MAT �! Q an Mk (SEE DETAIL) F`�\M\`' STON I IL/ "E""p:� - s _ .�p�.ta..�'P' .x ,\ +, _�� < t arc (y7 �+ PR a °NSS ,. J _ _ a $ �O C1 / I ALLIANT , ` I 233 Park Ave S. Ste 300 PRE CONSi1TUC110N POND SEDIMENT BE INA1DURARY 1 t ` / SILT FENCL (TV➢) CONRU OIN - DURING Minneapolis, MN 55615 E ' I - �. r` _ 1 1 ` ` \ //- -�` ` ., SEORME T TN -ACCUMULATED Ga V \ ��.� �.-_ :�� i� SEDIMENT TO BE RARING, 612.756.3080 wm+ Off. Oi . y I ` \ /m - .'., PRIOR TO FINAL GRADING. 612.756.3099 FwK c. 1 FP I 1 < �� \ Y t t\ `wF} _ME BE SPAONDHI SIDE MIN 7 D YDS W'allia0l400.COm FOL-ONINC CONSTRUCTION. WETLAND 1 ounarA a (10-214W) /; ` `/ i •\ i; I ,3 "r f eraa+or �j7 1 Z PROTECT INFlLTPARON AREA WPoNC °e'w-�^ro E^s' �%^v. ro �"E 1 \+ � I I 1 ' _ � -.-� MASS GRADING. BASIN ELEVATIONS ' R9T� , DISCHARGE POINT TO BLUFF SHALL E (gT 1_z. HIGH AFTER i t� r o _`'PmT CONSTRUCTION N _ a CREEK VIA WETLAND INITIAL GRADING TO PREVENT CLOGGING ` 1 2 a OF NATIVE SOILS NA SEDIMENTATION. 4 s f 1 Q I ' ` 9LT FENOE (TVP) (BLUFF CREEK IS AN IMPAIRED WATERS FINISHED GRADING OF BASIN TO PLAN y- .' - J ! J ElEVAi1gN CAN E COMPLETED ONCE ,---.DND�` ; .:, .Om �"L \ - z il'I, I li_' '1 - a - O WITHIN 1 MILE) IMMEDIATE UP-GRADIENT AREAS ARE - - ' i, ,a - F STABILIZED. SEE EROSION CONTROL f'i' s+^-eA�t-�I i I 1 1 J7' OC a PLAN Fqi ADDITIONAL NOTES / //'�-,f.� / i/ ate- • I (LE; PROIECNON - _ Z 11 _ TYP TT--- _ }gyp, MN OT INFILTRATION 5® /f'- /� ( _ i-'1 --- O MIX SEE LANDSCAPE PAN. ,• ' ' ! ¢ y8 1 ` ` L- _ J TEMPORARY ROCK L) CONSTRUCTION ENTRANCE PROTECT WRING GRADING .� .•i / - \1 - J \ - _ -- - -- _- - r _ - T _ .(PER CHANHASSEN DUAL) IN J Z S TEMPORARY SEDIMENT BASIN - - '_ _ - _-_.. , _ _ x 1I 1 _ - an F -Alt / y: G},skJmiacr < ARFI, (As NE(fssAR» ,f' _ — __--.. fj P- eErurol '� �'"' a!I iz m Q ( 41 7 G Pm .wvaLe eWvme m , �)+-U_N` 5 ,i � EROSION CONTROL i / -- j'� ` I _. l ` \_ I I I Z F- z ~ a S Z -IS <w Q urn a O < y •Dnaxaew I s - gVER90N BEAN Fqi / S I — I \(__� + I \ f 1 - S �� I `iwQ jovrm , ` TEMP. ROUTING a< i + \ y - i 13 X MC) < Z O RUNOFF TO FOREBAY ' i #. 1. T I I' CC I 1 IL NTLI IL W Y WIDE ROCK NFEPFR V-_ / 1 I , I; e,. ' \ - s I I( 1 n...e nl ,no, ,n. ploy SIIIICT WATER INTO - { ADDN BASIN UNTIL - - / 7 �' zp z` 11 spec ncanon or upon wac - -- < - \ _ I , _ L 1°� O® '�' i c �` ' I I P�pw .� M mew der my 101 ADON IS ESTA&191ED. 9 _t-- //p / / Q, 0 E I am a y cens n and mc, - _ I{r--- N - m o awry L ENGINEER lO� - - `� ` \ —I L s _ t [ the I... or ENGINEER untiv + r _ \=� 1 ` na m I i 1-w.v f� __r ' I� ( I MM EW r m. smr. or wwxEmTe -0— It," ffi 1`s�w�j=�Jv`� i I . j� / / , - ♦ :i- -� _ - - - ` I M, .; `<� 1 _�-_ _ — �_ i R x i l ' I /1 f• 6vu ,v+�DIV(D ' •C /-_+ '1 '�/ ,EAPdRMY ea. ry \ q DIVERSION BERM FOR j/ Y ASSURANCE/IXNTROL 1 E)OSDNC g21VEWAYS 1D E QUALITY �' F , ' I / 1 ' T-TCLADA ROAND NEW I/! ` WETS m0 DATE ISSUE E LEGEND DA SPIE 9:0. BASIN - , ` J./ .sN; e-zD-la art mu > } r F_ - DND-- Mm f1 W PRF. RISER Q PROPOSED re9rL,TwPE Ntt (PRE GIVUNNG) (AS NEEDED) -1yOoua 1—vm PROPOSED 9v fTNCE (PDrr Ga.0w ) PROPOSED aEANING .7\f DIRECTION of uwe UT PROPOSED �TGR RS • ; ` �_� -- - - C \ �`�,/'Y , I �^>. � \^ \ � - - .. _K.- ,, '"- _ � — ■•> PROP03D SRMI SMR DND W ,HOT D6,L.W .WAS ------_ /,H'� ,F]PoPM'[ DWIINS RWIING lid. �r UNE `� wlm+G wss cwnwc TEAM DATA p m#fT — SETI IRE Wet I_ m/ ' OL��_p'-`iy(Q % ...II __ IN UK Ron=ROCK CONSTRUCTION ENTRONCE pGwR ru _ _t -O' V J1�' m — wart-DE-wer PROJECT wa z15-o1u 0 :� grsn. r MJJIav Win pwwrox) �P`VVETLAND.. '' / //^ / . \' ` \,( ,\� \.� J -11 Ti _ II ` `Y-1 sn-'�.,� - EROSgN CONTROL BIANKLT , \ \I -J_' ` 1 ..C� (] n6SnNG IaEE TO [iWll TURF REINFORCEMENT INT 15 1 I 1 Y �'� " / I ' ' ------- u, - _ _ _ _ _ 1PE RroTEC10N W15 RIaT 15of47 ��♦11 I \ .N, � � I V R /• EROSXIN CpIIROL- �• 3 C 0 P0 ♦� A 1 i I �� r ,>'T7I O} , �n �.TI Iii T•I 1\ ♦1 l j. Z -<10 $ j .. Y _ 0 Q .,� "'A:\'`,fir. � l � � _._.'�� "%� •Pr-/. ��� `'\' _ d.' MNWT INFlLTRATION SEED w MIX. N —709— .A01'0MEC hw PRaoWI 4Rn ea:aRl..LL SEE LANDSCAPE PLAN. $ U r n fn Z m M -� uRclol aF GwewcE ✓ v v 0 PRE CONSRNCMON DND w xGT GIs Re R A Z 0 a 19 0 SILT FENCE DND--- Q.�O r. • : 'I: .r1! f- " .!'�•'� x r" , I , Q•1\'> AREA (AS WaSSMY)-�_ J, SCIPCICI.IIIEN`ON QF W W. 1 1 \ I I 0 25 So 100 SCM lN SOILS NA BASIN W PIAM CAM Q BASIN TO PVN \ CAN BE CONPIEIED dICE PIAN 61 Sit RD o GONYEA .4 m ° :1 I �/ 1\ ; R _• `4 HOMES &REMODELINGS V 11 lJ gyp' . 1000 BOONE AVE N. N5I 200 \ S 2�� 1 i °� `� /\� F\ I - T' X;� GOLDEN VALLEY, MN 55127 �` \i 2 1 1 . ' I S "'S \ E ` OFFICE: ]63J3]J500 \ F FAX: T83133Jfi11T t <, ,( • / " ..r ) It..lJ� � /�� i Jf zz Q\Idp '(D16 Y . t` ♦ `` :\ ` \ !\ , �. j � ,+ / - I e '� /� '% . 233 Park Ave S. Ste 300 ♦ 1Minneapolis, MN 55415 y�l\`♦\ ♦ \ 111 ` / \ \ \ ✓ ` X` �_ 612.758.3080 MAR 612.758.3099 FAK / � \1 ' / ^ _ r< ! • 7 ' _ www.atliant4nc.wrn PROPOSED 3• NIDE HOCK WMER -I- j ''\\\" M RESMCT WATER INTO \\'Ah -NRLTRATIDN BASIN UNTIL \\ VEGETATION 15 EST SIED. \ I OR ApCCgTIONAL NOTES. \ .N, � � I V R /• EROSXIN CpIIROL- �• 3 C 0 P0 5 p�D 4 ♦ ��,I 0' Z -<10 $ Oy O 2 �M o A 0 Q .,� "'A:\'`,fir. � l � � _._.'�� "%� •Pr-/. ��� `'\' _ d.' MNWT INFlLTRATION SEED w MIX. N —709— .A01'0MEC hw PRaoWI 4Rn ea:aRl..LL SEE LANDSCAPE PLAN. $ U r n fn Z m M -� uRclol aF GwewcE ✓ v v 0 PRE CONSRNCMON DND w xGT GIs Re R A Z 0 a 19 0 SILT FENCE I�MLAV� i�� �•�����`� TEMPORARY SEDIMENT BASIN ------- If AREA (AS WaSSMY)-�_ J, SCIPCICI.IIIEN`ON 61 Sit RD o GONYEA .4 m ° :1 I �/ 1\ ; R _• `4 HOMES &REMODELINGS V 11 lJ gyp' . 1000 BOONE AVE N. N5I 200 \ S 2�� 1 i °� `� /\� F\ I - T' X;� GOLDEN VALLEY, MN 55127 �` \i 2 1 1 . 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M1wIF i 45M »Ii�iI,4 �r� a To Avmmey swA°iE- s¢ LANT YAY M AD Br p Y Y R YnOr NAGE CONmT N10G M B NOES 6oy 51 pOn1 P R YMIG A NI.IN AO SOR o . XAMWAA.. N6ar ro ARMY£ e ArE WWTO1PACrm 5M pP,X NY wC.VC CMRFNT OF SOIL AMENDMENT SECTION (NTS) HGMGONMODELINGS 1000 BOONE AVE N, SUITE 000 GOLDEN VALLEY, MN SU27 OFFICE: 7634324600 FAX 7634324501 I7CSB@ w DRAMS aF PROIrC7 IIP nrmu 17 BEET 17 of 47 ALLNIANT 233 Park Ave S, Ste 300 Minneapolis, MN 55415 612.758.3080 . 612.758.3039 TAX v .alliant-inccom J W z a N W r O z J O Q H z J U Z � � no to W yi M Lu z to N o�w g a OLIM z ADZ N Q 0 an Z IL m u W LL Iler.by a.Mro MN Miwv On. . P.cili-flon. F repo) prepared by maT mbar my direct uPNNalon oma MOI I bull Used PROETSSIONAL ENGINEER under me Masa of Me 51.1. a, MINNESOTA IN RANSOM. M D.I. DcwNe se ovum AauwRce/QartROL I7CSB@ w DRAMS aF PROIrC7 IIP nrmu 17 BEET 17 of 47 O 50 100 200 SCALE IN FEET LEGEND --�.— PROPOSED STORM SEWER NT PROPOSED SANITARY SEWER —r-1•— PROPOSED SANITARY SEWER GORCEMAN —I-1-1— PROPOSED WATERMAN PROPOSED CATCH BASIN PROPOSED SANITARY MANHOLE M PROPOSED GATE VALVE PROPOSED HYDRANT .. EXSRNG GTE VALVE - EXISTING HWRMT — EXISTING WATERMAN ® EXISTING CATCH BASIN EXISTING STORM MANHOLE —�---- — EXISTING STORM SEWER ✓' EXISIING SANITARY MANHOLE —>_^_._ •_- EXISTING SANITARY SEWER -. -.— WETLAND UNITS N1EW °t,4"qFt`l PRE��M\°° °N IAOC ------------- UTILITY NOTES 1. EXISTING urtmES, saM LOCATIONS AND ElzubnotNs SIIAEL BE VERIFIED IN FIELD PRIOR TO CDNSIRUCIIDN. 2. MANTAN A MIN 18' VERTICAL SEPARATION AT ALL PIPE CROSSINGS. WATER AND SANITARY SEWER UNES TO "WAN 10' VERTICAL SEPARATION. LOWER WATERMAN AS NECESSUtf. 3. CONIRMTOR S RESPONSIBLE FOR ALL PERMITS PRIOR TO THE START OF CONSTRICTION. 4. PRMADE POLYSTYRENE INSUWTNIN FOR AL1 STORM SEWER AND WATERWJN CROSSINGS WHERE VERTICAL OR HORIZONTAL SEPARATION 6 LESS THAN 3'. S. ALL UTILITY WORN WITHIN THE R.O.W. SHAL COMPLY WITH THE CITY OF CIWIHASSEN ENGINEERING GUIOMNES. 6. NOIITY GOPHER STATE ONECAL 48 HWRS IN ADVANCE OF ANY UTILM WOMIL 7. PROADE TEMPORARY TRAFFIC CONTROL IN COMPLIANCE WITH MNDOT YDAPORMY TRAFFIC CONTROL ZONE LAYOUTS -WELD MAl LATEST REVISION, FOR ANY CONSTRUCTION WITHIN PUBUC R.O.W. 8. ALL SANITARY MANHOLES TO BE 46' DIAMETER CONCRETE W/NEEWN R-1642 GISRNG, UNLESS NOTED OMDtMISE 9. WATERMAN, SERVOES. AND VALVES SHALL BE INSTALLED WITH MINIMUM 7.5' OF COVEN. 10 WATER SEANCES SHALL BE 1' DW TYPE 'K' COPPER, W/ 1- CORP. STOP + 1' CURB BOX. 11. SEWER SERVICES SHKL BE 6' PVC SOLVENT WELDED AT A SDR 26 AT A MINIMUM 2% Si -OPE UNLESS OTHERWISE NOTED ON THE RAFS. 12. WATER SERVICES NAY BE PLACED IN SAME TRENCH AS SEWER SERVICES PROVIDED THAT A N' VERTICAL W a 36' HOPIZDNTA SEPARATION ME "NTANED. 13. ALL CURB BOXES SHALL BE ADJUSTE11 TO AN ELEVATION OF 1- BELOW RNSHED GRADE 14. ALL 6' AND 8' WATERMAN SHI BE C9CO PVC. SANITARY SEWER FORCEMAIN NOTES 1. SANITARY SEWER FORCEVNN CODER DEPTH TO COMPLY WITH Cn' OF CHANHISSEN REQUIREMENTS. 2. ALL DIRECTIONALLY DRILLED FORCEMAIN SIMLL BE CRL1. 3. IN AREAS OF OIRECTIONN- DRILL CONTRACTOR TO VERITY MPH OF EXISTING SMALL UlAMES 4. (CAS. FIBER OPTIC. TELEPHONE. ETC) EVERY 50' AND NOTIFY ENGINEER IMMEDMTELY GF ANY CONNCTS S. NR RELE SE MANHOLES TO BE PROADED AS SHOWN IN PIANS, 6. CONTRACTOR TO PROVIDE TRAFFIC CONTROL PER MNOOT TRAFFIC MANUAL STANDARDS. 7. FORCEAWN CONNECIION TO EXISTING M l WITHIN LYWW BOULEVARD ROW SNA -1- BE WITHIN ONE Cl) FOOT OF OUTSET ELLVATTOW GROIR EXISTING MH M PRONDE SMOOTH ROW FROM FM TO OlUl V'3fCi] i&6MCINil]Mi I. EXISTING URRIES. SERVICE LOCATIONS AND ELEVATIONS SH BE VEWREO IN nELD PRIOR TO CONSTRUCTION. 2. MAWAM A WN 18Y901GLL SEPAMDON AT AL RPE CROMINGS. 3. CONTRACTOR 5 RESPONSIBLE FOR ALL PERMITS PRIOR TO THE START OF CONSTRUCTION. 4. PROAOE POLYSTYRENE INSULATION FOR ALL S M SEWER CROSSINGS WHERE VERTICAL OR HORIZONTAL SEPARATOR Is LEA THAN 3'. 5. ALL STORM SEWER WORK SHALL CCNKY WITH THE CITY OF CHANHASSEN ENGINEERING CUIDELNEs. 6. NOTIFY GOPHER STATE ONE CALL 48 HOURS IN ADVANCE OF ANY UTIJtt WORK. 7. PROADE TEMPORARY TRAFFIC CONTROL IN COMPLMNCE WITH MNDOT 'TEMPORMr TRAFFIC CONTROL ZONE LAYOUTS -FIELD MANUAL' LATEST REN4ON. FOR ANY CONSTRIKTION WITHIN PUBLIC R.O.W. 8. ALL CASTINGS SHALL BE NEENAN OR APPROVED EOLML TO EXISTING SEWER MANHOLE 14+00 15+00 EXISTING SIGNAL .T $EWER F CONTRACTOR 10�I COORDINATE WITH MAGEL ON GAS PIPEIJNE CROSSING 4' SANITARY SEWER /1 FORCOMAIN I• N ALONG HW 101 TO CTICNALLY BORED TO EX. 12- I I I I I I Ii EX.( GUARDRAIL CHUIIE _I_ GONYEA HOMES 8 REMODELINGS 000 BOONE AVE N, SUITE 400 GOLDEN VALLEY, MN 55127 OFFICE: 7631324500 FAX 7634324501 ALLIANT 233 Park Ave S, Ste 300 Minneapolis, MN 55415 612.758.3080 MAN 612.758.3099 Fax v .alliant-inc.corn v.GW a.MRy may Inia plop, s p..IH-llan, or reparl prepare by m u,do, my direct .up•mnTor that I am a duly U..n..e PROFESSIONAL ENGINEER und.r m. la.. of m. shot..1 MINNESOTA MARK RAUWH. PE IMI. 1ic.,s Na. QUALITY ASSURANCE/CONIROL NONNI MW VIV IkELL IRCUl NIX 213-0119 18 9NFET 1810147 1 T �-- \ dW I CROSSROADS BOOL€VARI rl DG N 7/7 NOTES: 1. - - �— - - ATSNAIL CONTACT THE SEVERAND WATER DEPARTMENT N MOR 1O My WB -C SEWER/WAIERMAIN CONNECTION. S—. LYMAN BOULEVARD I 2 RIGH DENSTY POLYETHYLENE EXD:UDED (HDPE) m tdTw nwl - —c—G S S G G JBMSTNG RINGS ARE REWIRED FOR ALL MANHOLE c ,xifi. Inv n1 c—�— SRAN:TURES \ CONNECT TO EXISTING \ \ SEVER SANITARY SEWER MANHOLE FORCEMAI�Y N N. wo � cr +j dW PIPELINE 0 E%SSMH------------------------------------------- _--- -- ' STA:10+00.00 ---- ------ 920 OFF: D.DD INV IN: 917.22 (SrMAINTAIN a" INV IN:907.57 (TVf CROSS MAINTAIN 19" VERTICAL E% lY PVC 0900 INV IN:907.59 (S) 1577.9'-4" DR11 SEPARATION FROM W/M WAY CROSS 910 INV IN:90J.30 (SW) 18" VERTCAL SANITARY SEWER (INSULATE) (STA /S+OO.6fi) AR pElEASE VALVE MN 3 49V-OlT:905.79 (NE)ATION FROM WJM FORCEMAIN — _-__ `STbt LATE) ( STA 10+2182) it OFF --O. RIM: 925.000jjjpgpgpg :907.75 - 900 I I I I I I I I I I I I 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 I SANITARY SEWER MAW SNAIL BE INSTALLED PER OTT OF QIAIWIASSEN SPECNICATOIS A DETAIL PLATS 4. WAT MN SHALL BE INSTALLED PER PTY BE O1AMIASRH SFH:OFlCATOI$ t DETAIL PLATES, S. TYPICAL LOT SEBNCES SAN - 6" PVC SOLVENT WADED SDR M (SFE OET20(1) VAT - D TYPE E '%' COPPER (SEE DETAIL 1") 0 25 SO 100 SCALEIN FEET ® I AIR RELEASE /IOL VALVE MH ]� MAGELLAN PIPELINE�— «�— �4N-. �EX (aHaIORAIL STING SICK AL NNS— 1 +-too+00�.o}D _N - - .—t o - - --I—. Wr� W= — 44 1Y WIN OL ) TCP.. IY — 15+00 16+00 (INSULATE) (;STA 21+4. WAT CI 17+00 18+00 19+00 20+00 21+0D WARNING HIGH-PRESSURE PIPELINE(S) Excavation and/or Construction Prohibited Without compliance with State One -Call, AND Without Written Permission From Magellan Pipeline Company. EXISTING GROUND _ - --- \� FINISHED GRADE \ � I J - ----_ - - - - 1577.9' 4' ' SANITARY' FORC 30. MAINTAIN 18' VERTICAL STORM SEPARATOR FROG STORM CROSS (INSULATE) ( STA 22+60.64) j I I 22+00 23+00 24+00 25+00 26+00 890 vlTfiW Ot RE�'�MN OS N PR NFOP GONYEA HOMES 8 REMODELINGS 1000 BOONE AVE N, SUITE 400 GOLDEN VALLEY, MN 65427 OFFICE: n6 2-4500 FAX 13.732.7501 6 ALLIANT 233 Park Ave S, Ste 300 Minneapolis, MN 55415 612.758.3060 . 612.758.3099 rax V/W W.aillam-Inc.Cnm Z ¢ 0 W J by EXISTING ELECTRIC, TELE. COMMUNICATIONS. ETC. cc 0 jI� Ii I m I T CL 0 �L-E% 12" PVC C900 z WAT CROSS E% MAGELLAN PIPELINE z CROSS. EIEVATON SHOWN 5 AIR RELEASE VALVE MH 3 IS APPROXIMATE DEPTH EL STA-16+O6.fi7 SHAILBE CONFIRMED BY OFF: 0.00 MAGELLAN REP. MAINTAIN MAINTAIN 18" VERT J Ed RIM: 925.% 24" OF SEPARATION ,.FROM MAGELLAN PIPELINE. SEPNTAjtp1 PROM 15+00 16+00 (INSULATE) (;STA 21+4. WAT CI 17+00 18+00 19+00 20+00 21+0D WARNING HIGH-PRESSURE PIPELINE(S) Excavation and/or Construction Prohibited Without compliance with State One -Call, AND Without Written Permission From Magellan Pipeline Company. EXISTING GROUND _ - --- \� FINISHED GRADE \ � I J - ----_ - - - - 1577.9' 4' ' SANITARY' FORC 30. MAINTAIN 18' VERTICAL STORM SEPARATOR FROG STORM CROSS (INSULATE) ( STA 22+60.64) j I I 22+00 23+00 24+00 25+00 26+00 890 vlTfiW Ot RE�'�MN OS N PR NFOP GONYEA HOMES 8 REMODELINGS 1000 BOONE AVE N, SUITE 400 GOLDEN VALLEY, MN 65427 OFFICE: n6 2-4500 FAX 13.732.7501 6 ALLIANT 233 Park Ave S, Ste 300 Minneapolis, MN 55415 612.758.3060 . 612.758.3099 rax V/W W.aillam-Inc.Cnm 6f-WM@ M DRAW Ell fltlNCr NR 3,3-4,,. 19 WRxT 19 of 47 U) W J cc 0 CL CL 0 z a z 5 EL z a J Ed W Cc Q >f 0 '0 eL V Z W zz_ N 2 ~ (n Q 0 cc In O w (n EL a (r ui Q H O Z a �� LL m v li m I nmGr ..Mh m., 11., viae 4P.ano.non. ..Pon r Eb a duly dcml one mol I amsed PROFESSIONAL ENGINEER unNr m. b.. Vm. bab a MINNESOTA Y4R RWYX. PE Na QUALITY ASSURANCE/C011 6f-WM@ M DRAW Ell fltlNCr NR 3,3-4,,. 19 WRxT 19 of 47 NOTES: 1. THE ACfOR OMTRSIAL CONTACT THE SEWER AND t Disj CBE=915.5 WATER OEPA UIERT 24 HAIRS PRIM To ANY ` \ � / 1 E 6,W 11 11 lfE=908.3 S 1 "� PMSIC sEWER/WAMRMAH CONNECTOR. �sa\ Im.,r'w` % (? / I 6' G.V. e' TEE, L 2 HILA OQ191Y PWYEIMNENE E%RtV0E0 HOP / ']y \ �� AlMSTING NCS AAE REWIRED FON AL Y HIXE i/ \ \� // ({1 \ \\ \I 1 II 8 T I 11 TFWIGE ELP915.3 1 SAMTAVY S9E71 MAN SIAL 9E NSTAIFO PER 4 ®. ` y,A.9 6 \\� \ 9 \. 11 -- - �& 8+29.14-8„iie� Ott R OfAM1A5471 SPECIFICATIONS Q OETA0. / \ \ W �� \ - 1 IJ- 5 BEN21 �` - PIAms. \� - - 4. WAMRMAIN MI BE INSTALL PER CITY OF / / J \ \ �✓ .10 OIAMIASSEN SPEOFICARRIS h OETAL MALES. S TOCK LOT SRNLES SAN - 6' PIC SOLVENT WETDED SM 26 / d'P7 \ 5• (SEE DETAIL 2001) 1 ? fit ` W`W�b a \♦ WAIT - Di TYPE •K• COPPER (5EE DETAIL 1006) LEGEND: `, /// a �TAai�6 i v vv j 1[ r�. +72- S- SANITARY SFRNCE WYf j / / 4AY� ( \ /!N 9 \ ; 3ti} - I i T90�Zs: STAROX(FR011 OOTNSTIS/JI MX) J ,V yI. Z `> / I I E - SAWTAiY SRN¢ NWRT4.A,. \ a\5� 5.1 I CBE�91& D ARpl __--\ \ $'Z((AW� i Z2 %;' / // \\ \ 905.2$ 1 LEE= I I -U).5'. CBE - WRB BOX E VARON 3 � / 4 \ - SAO..- R=10.5 ft -10.5' tJE - LOW MOOR ELEVAIMII \ \ GB g10� I I R = HOT WORT HOGHT z D i(WI /^� / // / / / / �.�;qN` \\\\\ ft. 115 -� �► Z'L__ I y / / /`\may \ \__-- L 0uh \ � �` - X'.' -lam,' •'- _ .'.' :- % Ig a m So 100 SCALE IN FIXT ® 91 870 ROAD A ) / HYDRANT W/ 6' GV �`J / ` / /Zo /323'-6• DIP GONYEA RANGE a. 916.6STA: 4+22.29 \`� / /•IW �l O M HOMES & REMODELINGS t000SCONE \%LV , NSSQ7 \ 2a• 00 / GOLDEN VALLEY. MN 00 5512] OFAX 763 -/31501 FA%: ]63d32J501 N J ��\✓/ / / /` �y / ALLIANT n Z*00 SAN MH 13 \ / r? a Q n/o 233 Park Ave S, Ste 300 � i �► CONNEC Minneapolis, MN 55415 `FJOSIING \ °/ 612.758.3080 NaN PY,C AIN 612 758.3099 rwx HYpftANT W/�� - /1 wx87 RD % n / WWW.aIliant4nc.COm R�25•eIs 6 e?,I 4-, (l/ O`/GEEL TRACTOR J Ks.E / L a / / / $ z Q OQ J / / a z ZZ I - n Ja•L LU 1- OPmMj _ w PROJECT TEAM DATA N q P Q oM. 9mWIEa MINA -10 qiq q P of F JWWRELEAV EMH 2 q II r = s 4+00 1-m I 11+00 10+00 940 aT.11=i mo - 5+00 . 1%E 92398 MH ] CL STA:11+00.72 - Z Z W RIMF:92030. 33 1x:892.89 (N) 1 MH Y EXTERNA- DROP MH 11 MM 12 -- ', 930 5 A- r W Q d (n ' MH 9+20 24 _ --� SIA: 4+38 74 TA; 3+49 25 _ �- _ - O w r .79'(S) STA: 9+ 53 OFF:O W MH 10 OFF.0.00 OFF 000 M MH 13 a 3 w m a \ OFF. 0.( M:916.68 STA, -6.78 I 916.36 M 917.26 $TA:1+44.25 < Q ----�- N: 89446 NE ( ) �Y�UT: INV 1x.90203 E O FF`0`OO J IHV 1x.893.59 (H) MV T 89438 5 () IM: 91151 INV IN:896.58 (N) INV OUT 9011.93 (W) RIM m Q x z \ INV OUT:693.49 / (S) / �\ INV 1x:89128 (NE) -----_ IN1x:906.48 (5) ��\ 014.fi4 NV 000 x05 92r O O m 2 z Q 895.18 (SW) - INY-0UT:-696.48E 6W ILL IL m / I An u W AIRY / / `_ \ - - 51 MIN, 1/75 MIN. `- IOeS NG GROUND or .My m I Ina Plc, O1 P„na.. _ _ -` \ \ 7.5' MIR 18907 4• SANITARY COVER / FINISHED (gtADE -_` e66r my AN _ FlNISHED GRACE SEVER FdiCD4AIN > - 91 G - e ia1 mm -_ --- - .- a u .�..aoa ---SBIMCE..RISER - w-.H.Toe.a.. ..1x.1l 6•-6• ____ .t i _ __. _ ...I TA SER CSW PVC T WATERMAI EXISTING GR OJ 205.0' pf 8• PVC 15.6' B• - % 900 MAIM M6M.0. FE - �R�S'_0-0.5016 991 01 ®6pp0% WAMRMAN',, 0.1. ue.w Na 239.5' of 8• PVC SOR 35 PVC 120a' of a• PVC 157.0' of 8• PVC 139.6 of 8• PVC SDR 35.0 0.505 'LOWER WAIERMAN TO 50ft 35 O O.SOS I MA BSO OVANtx '� / -.- SDR 35 O_n 5nS - _ SUR 35 O 0.501[ LOWER WAhRMAIN TO �O R� -WAS r RACE FOR OT 11, 16• M STORM - _ SEPARATION SEPARAnON FROM STORM SEWER (INSULATE) (7.6 - _ _ __ � _.. rt IMrz DATE ISSUE MAINTAIN 18• VERTCK SKOCK 1 TO A D CONFUCT W/ STORM COVER AT STA 5+69.13) .. 6-}5-15 art SYMMTK SEPARATION FROM STORM SEWER MIN. SEWER (INWLATE) (&9- (16• ' AT STA 9+5&20 SEPARATION) (INSILATE) i 880 W _ _ agvviiy P 870 OPmMj _ w PROJECT TEAM DATA N q P -1- oM. 9mWIEa MINA -10 qiq q P of I Pb11fC1 MR 315-0119 q II r h n I 4+00 1-m I 11+00 10+00 9+00 a+%7+00 6+00 5+00 (J� (;O ',. PROJECT TEAM DATA ` FOR 9mWIEa MINA NO 860 IMbM: aL Pb11fC1 MR 315-0119 r h n P 20 4+00 3+00 2+00 1+00 0+00 �f 20 of 47 NOTES: "' Z / i •. II 1I 68D84 `�\\`\ • THE ATMSHALL IE=6+88°.76 91. IEI]0' 6 \\` CONTACT SEAND DEPARTMENT 24 HOURS PRIOR TO AT B 5WA1ER 2 I LI 904.4 PUBLIC R/WAWN rvNCTON. 2 INCH TIN9tt POLYETHYLENE EDIFOR A (HOPE) ADJJST RINGS ME REWIRED FOR ALL MANHOLE 0 41 �\t\. I/ - R I V R- \ i\ W � I O HYDRANT 8 x6' T� V , ( /O. ♦4 1 A r✓ , 1 I � R STRUCTURES. @ I I 10.5'-8' DIP / O \ / i \� 3. SANITARY SEWER MAIN 9 ,__ 9E NSTHIID PER . f . :� . . I -_�-` �-_-_-_- STA,MNGE4+91.390.5.1 1 I HYDRANT W/ / GONYEA CITY OF 04ANHASSEN SPEOFlG1gXs A DETAIL RATES HYDRANT W / 8' G.V. 11'.6' TEE. / , I - I 224 BEND 6' GV, 8'Ib• TEE. - 11 ._ -�� / ,�- 11.1 IY OP HOMES 8 REMODELINGS 4. WgIENINN SHNL BE INSTAIlID PER Ott OF 21.3'-6' DIP ,• FLANGE EL 896.5 /. p- L__ _ __J h� 4b _ ________ ]^,---�, BETI l-- FLANGE a- &J4 / '- , --, ( / 1000 BOONE AVE N, SURE 400 GOLDEN VALLEY, 5512] CIIANHASSEN SPEaRCATOHS A DETAIL PLATES. (' STA: 17+79.89 �- -`STA: ] / N - w I 24MIN OFFICE: ]61432]500 S TYPICAL LOT SERVICES -� --�- / -� FA%: ]614ffi-4501 SAN - 6' PVC SOLVENT MELDED mR 26 1.., 1 (sE DErAL zom) WAT - 1' TYPE 'x' COPPER i ROAD A 1Ya.`� I 1 �. I 2`e' GV 1 N � (SFE DETAIL 1006) �A. i L 225' ./BFND 00 • �' _^1-- - �;�-11.23' BEND SAN 4 . MR '. �, 1\Y SM 1 H 3 ' r-- Do a. ALLIANT LEGEND: 5- SANTARY SEANCE WYE rb71Y012ANT W/ i I AP SAN/ 2 • '. .I I N JI / O / I$A 6 ?�` 1 +00 // STAYON(FItOY DOYNsTHEAL MR) SANIRE - SEANCE 6' G T., 9'x6' TEE. fp I I L� y) I ' W 233 Park Ave S, Ste 300 INVERT 6EVAnON ELEVATOR LFE - OW BOX El£YA110X LfE - LOW BOOR FIEVATON z 9.Y-8' UIP FIARGE EL 897.6 1125�� STA: 20+05.55 w .\<W !� ( 1. C I I 'i•']'b - I^8i 6 I I lJE-89SJ O'I I I.r \ I CK -904.8 1 . h , / / /;' �• / ( R�5.0' R: BIDE 11 CBE' 11 l/ R -&(Y 1.t I .y V 'MH -� •8Ij(e Minneapolis. MN 55415 612.758.3080 wa+ R- RISER LENGTI (ACTUAL LENGTH. HOT YT- NSE.707 HFAAIT - R x 0.]W / -_W r`. ,., e• jYAr SlUO / i ` I A - #•O \ I / \ \� V / m \ I // `�`� Q^ j / 1 \\ I I IJp• / / (FE / / .�// [/ VALVE�NF+2 / W / / R.�54J / / cp .OSS% / /'� /�/ /O 1( r / }}}-\�VIl,,,�����; 1 I / `92.7 612.758.3099 Fqx vm w.alliant-inc.com 7 , W/ PWG 00 / Y.I ,(/ # \ I I 1 1 / 6•T4 / O / /Iz l �2J,0•�8 }AgSO Y '� �: \ 1 1 n / / / / / / BJd'\`l Ol. / Y0,E�'A4a7' 6 Lu 1.i Ln I I d 1V NR RELEASE VALVE MH 1 / /1i 3,<` Yj` L L �_____-- �_____--- L______J Z SAN MHT -___--J -_J I #"� ---------------------------------- L---- '`.: . ` ---- \ X WER SANIUFT ---J �\ -------- Q .pO// 21Y�% 8A9TATI0gN C j.• 25 50 100 SEE SHEETS 29 h 30 m \\ Z SCALE IN FEET I `•� \ `�. �1 1 11 \' r d ROAD A 950 950 a 94O AIR Vr1LVE MH 2 F ---. STA.It 2WLSEUEASE IXTERNAI DROP 1 RIA1: 923.98 MH 7 ( 940 TON w . m Q cc W MH 6 STk 11+OOJ2 STk1 O83O 33 -Z N I- W 930 MHY - STk10+ RIM: 9269- �(N) MA STk13+25.64 INV IN89219 R o rn - STk 9+79.53 `\ 93N': i 0 <w O Q N Y J 0� RIM:909J6 OFF:0.00 INV 1X:902.69 Q#) /��� RIM: 916.5] NV OUT:892319 (S) '\ 918 Q Q 92O _ INV IN 89058 (N) INV INV OUT:890&8 S WT:891.Q (5) \ INV IN893.59 (N) = _ -__-_ _ \ . - INV WT:893.49 %S) \ --_-- - 75• MIN. � 920 S %� - � m U .Q Z LL N _ SANILIFTSTAgRION MH 1 i 'y�� RNISNED J \ GRADE CO , IN Iq... m.pun.0 lay 91O (SEE DETAILS) STk20+00.66 DAR; p,Dp i 1890.7'-4* SANITARY _ I. + - a. n mmaY P,.p.,.E fiY m. a, my _ IM: 89].49 MH 2 '... i __-_- - -_ i MH 3 _ '.. SEWER FORCEMAIN _ -_� _ ,. _ 10 d fin, mnd .uwn'vy me mm FPOR 4uss I0i14 ExutlxE[R une- OFPp -'INV IN.883.90 (NW) RIM:69G00 W INV OUT:883.80 (SE) STk 18+3245 5'39 IM M.a W M. say. .1 1NV IN:863.50 (N OFT: Gm ,/ OFF. 400 YlxxEsarA 900 91V OUT:890A0 (NE) AIR RELEASE VALVE MH 1 STA:19+75.00 ':996.65 INV IN: 894.84 (N) IM 896.02 F .17' VEIN. INV IN: BB5.71 / ...COVER SEANCE RISER 900 YARx x.Ruwal, rt :-27 (N) (IYP.) _ V WT:884.J4 (SE) _�. INV OUTiBGSEi -($) FIN GRADE \` RIM: 897.45 - _ - _ 0.M1 LOOK. x.. - 7S MIN./ 51( MIN. // _ 8' OUADIT ASSIRATICE/CONTROL 890 ODSTWG G 141) COVER _ 457.0' of 120.A of 8' PVC "06'i of 8' PVC SDR 35 96.& -of 8' PVC 0 0505 0890 _ v NATE 1090.7-S SANITARY SEMER FORCEMMIN - - 2529 of 8' PVC SDR 35 O 2.055 35 O 0.505 SDR 35 O 0.5D5 SDR35 TO LONER W10' DATE ISSUE 154.5' Of.B' PVC SDR E\ LONER WATERNAIN TO VERTIRMAINCAL MAINTAIN 18' VERTICAL SEPARATOR FROM STORM 6-24-76 cm sWIIniAL 6].B' of 8' PVC /985;8'_8' SNC 35 • 0.505 `STORM 18 VERTICAL SENER (INSULATE) (89' 880 20.0 of 8 SDR 35 O 505 VC WC900 P N _ MAINTAIN .CROSS _ _ _SEPARATION FROM. STORII-_ SEWER (INSULATE) (86' I _ -_ COVE11AT S 9+54.90) _ '.,. 880 ,SDR J5 O 1505 COVER AT STA 15+81.37) .( 870 �- OG U� P 8�D PROJECT TEAM DATA <+o R GOE' N & FOp' P ODMI II YVR 860. ',.. NO 860 DIMI Eu FpLCr IC i15-On9 Q1 m� r Y - na m �n on n vn - on n m.'0 mh m ao ma d, i m mm m dm d mm m om - .6 `m - ro an 6 ri m m o aw //^� %1 da 22+00 21+00 20+00 19+00 18+00 17+00 16+00 15+00 14+00 13+00 12+00 11+00 10+00 9+00 1 s.w 21 of 47 NOTES: 1. THE CGIIRACTOR SHALL CONTACT THE SEWER AND WATER OFPARTMEXIT 24 HOURS PRIOR TO My PUBUC SEWFTR/WATERMMN CONNECTION. 2 MGI DEI9TY POLYERRREE EIRm EXTRUDED (HDPE) ADJJSiNC MNGS ARE REOJFOR ALL MANHOLE STRUCTURE& J. SAMTARY LL SEWER MAIN SHABE INSTIALED PER OTE OF CHANHASSEN SPEOFICATICHS R DETAIL RATES 4 WATERMAN SHALL BE INSTALLID PER OTY M CHANHAS$1 SPECFICARONS & DETML RATES 5. TYPICAL LOT SERWCES: SMI - S' PVC SOLVENT WELDED SMR 26 (SEE OETAW 2001) WAT - 1- TYPE iC COPPER (SFE Oil Epos) LEGEND: -r--S S TMY sal •WYE STARMI(ERGI DoWISTNEAN MN) E - SANITARY SERVICE INVERT EIEVARON CBE - CURB BOX DEVATION LEE - LOW RoOR ELEVATION R - RISER LE11GM (ACE IL LENGM. NOT vENT. RISE (wWril /d. HEIGHT - R X 0701/ Z a 25 50 100 s® 5=0+85 IE=912.89 HYDRANT W/ 6- CBE=926.7 FLANGE EL 9 1FE=914.0 STA 2+0 A N SAN NN N1417_ F+ 3' BEND 6.87 11.25" 11.25' BEND- 11.25' BEND eC.V. I w 6' G.V. I O � L 01 E 1 P IVATE DRIVE B W ROAD C J 950 0 950 950 IL 950 IL C3 EXTER AL DROP MH 11 Q Z ST 4+3&74 s CLZ 940 940 940 W9�79 940 - - - -- Nv N: w � NI( 17 EXTERNAL DROP STA:2+13.03 MH 11 STA 4+38.74 0.42R EXISTING GROUND OFF:0.00 930 I PoY.92890 _`� 191836 930 Y-BUTr9B9'86-(N) 9I®QRADE NV IN.896.58 (E) MH 16 INV IN:896.58 (N) STA; TA 1+18.2 INV IN 906.48 (S) OM G30R INV WT: BSG 48 (SW) IM IN:90T 920 7.5' MIN. INV IN:90].17 (5) 92; - C].07� -OVED lOUT(907N INV NV N: NV IN: 49 91V dl0 b 930 NN 14 STA 0+7]20 O .-O a0 RIM: 913 INV IN:897.06 (N) 920 INV OUT: 896.96-( - a _930 920 T STA{1+86.56 8119-91025 NV OUT.897.60 : MH 15 OFF 000 --- (S) 1 `\\ HNISHED GRADE G SANITARY 910 f. \\1. FORCEMAIN 910 CROSS SERVICE RISER 94.4' of B• WAT CROSS (TYP.) SOR 35 O 2VC A059 1187 0l 8' PVC SER 35 O a.50% 5• MIN. 910 STORM COVER CROSS -- - 900 0_6"20.0- MP 900 _ 900 �_ �z 900 _ 109.4' of: I SDR 35 -'�E%ISRNC GROUND B' PVC O 0.505 890 �_ - PVC _ EXTERNAL MP II•RCP WATERMAN PER CITY STAN -ARO PLATE 12103 890 890 76.8' of e- P SUR 35 O 0.50,59 �C99080 PVC 890 LOWER WATERMAN TO WATERMMN - - - - - - MAINTAN'8-IICAL RMCE Po SEPARATION ADM STORMTYP (INSULATE) (8.7' (') COVER AT STA 0}14.45) 'R LOWER WATERMMN MAINTAIN SEPARATION SEWER (INSULATE)(" TO IB' VERTICAL FROM STO M ' 880 880 880 W� COVER AY; S`TA, 1+11.2) 880 ?�,i Ja P AES \- I ONL(Y� P l 870 870 '', - 870870 860 860 860 NO ele fox N , 860 aPMNcal,on reel cu e . der - - 60 T duly Uc.n..a OY 0 m m O o 00 doro- f m 2+00 1+00 0+00 0+00 1+00 2+00 W�A GONYEA HOMES& REMODELINGS 1000 BOONE AVE N. SUITE 400 GOLDEN VALLEY. MN 55427 OFFICE: 763432-4500 FAX 763432-4501 i wNay ALLIANT 233 Park Ave S, Ste 300 Minneapolis, MN 55415 612.758.3080 MAN, 612.758.3099 PAX ww W.alliant-inc.corn OUAUTY ASSURANCE/CONTROL IIEWI@ MIA PRAWN EEL PMOJECT III ]1}-0119 22 MEET 22 0 47 W J 0 cc IL IL C3 Q Z s CLZ OC w � a n 3 o` G cr �z m 3 5� ~ 6 0 y 0O W� a a ?�,i Ja r O Ins Z LL m U IL N NwMy, c.HH�INN Mb Plan. aPMNcal,on reel e . der rr. l a ,retic. e nm diet I duly Uc.n..a PF01E5510NAL ENGINEER under IM.N.. of 1M1. 1R.. M MINNESOTA M.1KK RN®1. 14 on. Ueeu. Me. OUAUTY ASSURANCE/CONTROL IIEWI@ MIA PRAWN EEL PMOJECT III ]1}-0119 22 MEET 22 0 47 m ft HYDRANT W/ Ire Y 6- C.V.. B -NB- TEE. 1I` `. \!` 1 \\ 1&9'-8- DIP 1 81 -. 1 •/ / ' '\ ' O FLANGE D_ 926.7 1 G�92jIgV % r . . . . . . . . . G� STA: 2+62m i e^4�s.� /% . . .. O 1 / CBE' OZ ��A.y/`\ \\ % /' \ NYORAMT W/ 1 �l gam? �< I ,� 6 \ '• / / ` • , , �' =GONYEA 6- GV.. 8-X6- RED. / / pJf, i$S•?I / 1 / ♦♦ \ 1 J-2 / /Sap+ ♦ / W'f\,1♦ \ \ 5.0'-6- DIP I //'� / 1 �j'N,g,�q♦�' \ \ 1�,' / / ��9a&re r--\ f `A' 9♦�' •, \ \ HOMES REMODELINGS / CP �. \ \ .yfo / / t9E-SIR, 1 \ \ 4.� � FLANGE EL 920.8 L� / T / / 9 ' 1000 BOONE AVE N, SUITE 400 STA: 5+54.86 45' RENO \/ / % / ynj / / \ 1 / / R X914.6 1 \ \\ O'�f. �/'' \ l / 1 B -MB- '\ \ $' - ♦ ` \ GOLDEN VALLEY. 55127 % OFFICE: ]63432424 50(1 \ i U r I / / \ \ / / V I Y 9♦ \ 3 FAX: 7834324501 z.Po ¢2s eEro - i i i �- 6 > ' X6HYDRANT ♦ L �,-y I \ 2-e-2-8' G N y \ S4 6- G.V.. B-- RED. k2 + (�'p• !-, r 9At1 IN 2 \ .' RANGE EL 917.4 i � •/ i � 1 1 / � - a \ •' STA: L+39.84 V 1 , P 1 SrwMN 1 l iilrry oy ALLIANT 143 Of \ _ o) // 1\ \ / � l oP� • ,' \ \ ..,. ... 233 Park Ave S, Ste 300 Minneapolis, MN 55415 @6j6'HYDRANTBwrb-1\ff. 32_ 9iJ - 11 1 ' 1L25' 13EFD \r i''/ / / 3 IE 1 1 g 3 / / �* / / \ ( i &6. 6. OP \ \\ 612.758.3080 uwM 919.8 R: �Szo. / 4+ 18 S / p\ 1 \\ \ 612.758.3089 FAx 7f1 / / 1 `. : -11 O 925.8 / 1 1 11�NDSTI .�. \ / / �J � 11 \ �. \\ \R�25' 1 / / R'F.e�S) / / S:17t58 ___, 1 I- 1 � /' 1).23'RFHD' 1 '\ \\ ♦ www.alliant-inc.com ,�a.'°'o s -d ie♦9 0 \ \\ �� --� / / LEE=920.1 1 1 / H ��f"9�� // '� {�• I 8-.8- TEE 1 I 1--U \) \ fn \' j 95-1 11 SCA-�9♦'L \\ �i ���J 4J a9 s GV. I I r i W E -909:.W` -z 1 1 `ff. ( 1 s. S s / I I' Z-�� ' n♦ LU 10 /,w P" 1 I L / // \ \\\ / 'a` 1 I I ' / �!•:. i I '/ \ U3 / Z -Wit\,'\••_••'.• IL .' / // \\ (.� \\\ !' ROADA !`.`V F I--______ I I -1 I I Q _� 1 1 tWALE .. ��J \\ ✓ \\\ \� '�!. _ o zs So lao - I I 1 a 11 IN FEET ROAD E OAD D a 950 950 NOTES:cc ECONTRACTOR 91AIL CONTACT TE WEER AND 950 � - _ 950 1. WATER DEPARTMENT 24 NMRS PRIOR To ANY - - J 1--' _ PUBLIC MWEA/WATERIINN COiNEC101. - M Q Q E NAL DROP h 2� 2 HIGH DENSTY POLYETHYLENE EXTRUDED (HDPE) MH 18 MH 6 ADJUSTING RINGS ARE REOURED FOR NU- MANHOLESTA 2+01.82 MH 23 STA 12+21.12 MH 2O s1RUGNREs. MH 24 OFF . -O.171- OFF. 0.00 J0 Z _ 940 _ _ __ eRu - iur o oozs9lu_922.6 . 940 MIA m a INV IN 909]2 5 MH 19 PoM:92S4J 940 940 STA 3+0454 IM 923.63 WVIIN .70 (5 $T 5+1545 - - - WV IN: D04 N IN IN.904.10 (N _---- INV IN 89219 (N)_ W CL 0.00 --STA: 0+66.26- STA2+01.82 1 SMI Y SEWER MAIN SHALL BE INSTAUJMI PER OFF:0.00 WV IN 90},]0 (NW) IM.924 B6 OFF: 0.00 OFF -0.17L PTY OF MANHUSSEN SPEOFlCATMS k DETAIL RIM:921 11 ) INV 1 902.59 Z Z 7 w OFF: -15821 RIM:926.25 RATES '� N' (W1 YH 919.84 O O INV WT 90400 (Sly INV OUE90160'.(E) INV OU :89209 (5) Z N STA: 5+46.2 WV M906.9D INV OUT:905.62 (NE) INV IN 904.45 (SW) INV IN:90370 (NW) 4. WATERIIAIN SHALL BE NSTNIID PER CRY OF INV WT ( ) d F_ lLl _ 930 OFF: 7.51 ( ,----- INV OUT: 904.35 (N) INV IN. 903.70,(5} CH.WHASSEN SPEORCATIMS A DETAIL PATI& f it _ -- - - Q WV 017:8116.80 N _ - 930 930 MH z5 ' 930 0 z J N INV OUT:910999( ---_ _-_ ---- - 0F1T'9016D (E) S TYPICAL LOT SERVICES _ OFFFA:414.2 -- _ I GROUND - O 40 (L [): SAN - 6- PVC SOLVENT WELDED MR ?e 0 (SEE DETAIL 20017 RIM 917.381 �' a J Q 7.5' OVER FINISHED GRADE WAY - I' TYPE 'K* COPPER INV OUT:905.11 (S) DN ED GRADE )( O Z Q 920 - 920 (sa: DETAIL tam) 920 920 0 04 Z Q IL m Esi LL (n EXISTING GROUND 549.3'-8- - 7_5' MIN. I/ C900 PVC- �C-0VER a Wry mof m'.. pl.,. - - _ 45fi6' 8 910 WATERMAIN - p -� u _ _ 910 LEGEND: _ 910 9101`1.1.d SERVICE - - - j C900 PYC l P r I . o.a�4ixm it o/ - ( ) _ _ _- _ S ` STATION( M DOWNSTREAM MH) E RIMR--- duly U Ma SERVICE RISER - peoFTsSl of But u.e.. J`T B• [ - SANITPRT SEANCE W\EAT (�) MINNESOTA M Sbf. aI YB 218.1' of 8 -.PVC Was BM 2n of 142.1' of 8- P CBE = CURB BOX ELEVATION 4 . of 8- �3 5DR 35 O O.SOR $DR 35 0.5 `' S.5' of 8- PV LIFE =LOW ROM El£VATM MR 35 O 0. SDR 35 O 0.50% 900 MMM FHUMI, vE 900 SDR 3s O LDox 900 900 _ _ -_ - - R � Po9A IFtIGiH (ACTUAL LENGTH. - ' MAINTAIN 18- YMTCA1_ - NOT V . RISE (YFAIICAL 59.9' of W PVC SEPARATION FF�900M1H STORM !EIGHT R X 0.707 SDR 35 O O.SOR 200' DIP SEWER (INSULATE) (8.3' LOWER/DIP WATER EXTERNAL DIP DROP OIW1fY ASSURANCE/CONTROL CdVER AT 5TA 4+51.81) SERVICE FOR LOT 14, PER CITY STANDARD 890 890 890 BOCK 1 TO AVOID PURE 021M 890 - coyFucr w/ STORM SEWER (18- MIN. DATE 15511E SEPARhTION) (INSULATE) E-fs-tfi On MwmTN 880 _ L SSo 680 880 870 870 870'ilk PEV\�� oN`P 870 I GO}jLgV. SPV ` OJECT PRTENT DATA 11 \ fo1A 860 860 860 880 °AAT"E EU. rmm xM ns-OI1s ✓1� OEnPm do. 2 N� O 0Y1 t`! Y1Y O nm oe _ T7- _n n n 3 a L 6100 5+00 4+00 3+00 2+00 1+00 0+00 4+00 3+00 2+00 1+00 0+00 s w 23 of 47 VA, I NOTES: \\ ,y 1. ALL NEWMAIN INE STDAI SEMERS 91NL BE VIDEO` \ INSPECIET AT OWNERS EI)IPFNM AND A CO/DVD SHNL BE TREATED TO THE CITY. 2 KoN CEASTY P0.YEDIYIFNE E%TPoOm (HOPE) "" A.STMRAN T id TSITION IR`.RINGS ARE lSgNRD FDR ALL E NANHpAr / II TO SURMOUNTABLE. STRECIURES1r-�/- I TSTA: LF85'B7 / ( / p�Srt NH 24 \� 8 "'�'�--/ - CBIII 12 ' "a`R4 T`\ ��> % �`�, 4 / ! GONYEA 1 NSTALL NDARDNE TA CA1TN BASIN LOCATIONS PER - \ 1 1 0• / CON SFAIEINA DETai 523z ptT STRUCTURES \ \ S ( 1 -- Sl HOMES & REMODELINGS BE -Zl' EL TO IM EU SEWER AT CURB. 91NL `� " \ \ \ 3 -_ _ _ / 4: d ,�.Vr,•bVyyn '/,-RETAINING I '. BE -21' BELOW PoN El£VATION AT WRB. \ i C \ \ _ �`J +]l gs/%R 4V / WALL �r # / / 1 GOOGO BOONE AVE N.LUFY. NS54270 4. ALL NTERSIECTON Wag R,, IRXS SHALL BE B61fl / / \` \\ TD \\ \ -- - > ��� / 110' pNYINWS y1NL % GOLDEN VA76E 2 500 1 s� 6+L00 5+W o S. OFFICE 3432445 S. TIE ALL SFOPo1 SEVER RPE JOINTS BETYFII1 R.AAED \ / / `\ \\ 1' - - /. / 4ATA1 9pFq. / / FTX. 76 3-0324501 END SECTIONS Amo S CT.NES �l A� / / \ \ " O � ♦ ,(5' 1 y'( IT 10' TRMSITy. /u 6. SEE 91E SIONA6E. AND UG -TNG PLAN FOR SON d E7 \\ // - M - �• / TO SUFOIOUNT !� UINING LOCAIIWfl - / ] \ (( _ _ b CURB Q WT 1 CBMH 11 ti ,3x0 \\ \\'CBMH 18 \ STA 0+/9611 % _'_J r ♦ - I - - I ° FES fa /is STRUCTURE AND CASTING SCHEDULE MH NO. SNE CASRNG W NQ SIE CASTING 10 27- DIA R-13{2 Za 2Y qA R -HN2 II 46' W ]067- 21A 48' pA R-308]- 12 60- qA R-JII6J-V 218 48' pA R -306) - IS 48- DIA R -J06)- 22 241]8' R -.1116)-V 18 24136- R-3pfi)-V 23 48' pA a -306)-V i) !8- qA R-JI16)- 24 41' M R -HN2 18 60- IRA R -3p6]- / eETRuLs;iS- T )1.1 ALLIANT / � `,�```` `♦ / 22\ \ R=250.00 I I I I 30'18 \ �V �0 C9tl1 /] ;' "'•""`•"'• 4R_ 4�#, !233 Park Ave S. Ste 300 CB 10 I SJRYIX1NT'1BlE ` A�.'j�' q i / //Minneapolis. MN 55415 WRB N (kf `� I / / 612.758.3080 wlw /COIN 21 \\ \ I �_ j ls�, i (r' i / / 2 / `�i� " SEE IN <. " / 812.758.3099 Fwc PPoVATE DPoVE/ / C \vim/ / www.alliant-inc.com NOTES, NCAS1N4 SMALL EE NFII3M '`\\`� -"- L \`\ ,./ ; \i / / `` 16 OR APRO1Ep EgIAL L=91.58�1729 24 ) t• Op ♦ -� - �/ , / / % / ( / Y i �"4/b \ R=300.00 n♦ %K, ' / % / 81 / ; START 1p• jRANYTIM� / ,; / PED RNP W N 6 r.2D '-. »; : ' :1, % COCk ; / CURB 3 GUTTER / ti / J Zg W r\ ' . - ' ' ♦' : 6 / STA D+ In. _ i%it z ❑ x r 0 25 W 100 SCALE N FEET +51.31 PT STA g+ 5.w LOW OTOS , S+A69.13 HIGH PT A: NIS00 C. oP v 12394 W FIT i 91].51 LOW PT a V. 914.88 4(21 PT EI M cLU c 91].45 NTE 950ILI n J LU 950101 PM STA:9 W PN STA'+5+50.00 PN STA 1W71 P (AE .76 PM MI . 7.90 PM 01 .914.67 PM .91].]5 ! _-- K 28.4 K: .15 1 K: Ja.00 PV0 rI Q W LVC. 90. LVC: 45 milo.00 R �$t ID Uj 940 +m +°' - __ +�' _. S@ ;St"9� FOp G - 940 moi m_ cc O W _ o i I 18 2MH 23_z (n ' m mCBMH 21A SBA: 8+54.31Ed CBMH 518 S1fA:0+71.65 Z N cl 930 - CBMH 218 w OFF: 9+5041 CBMH 15 CBMH 17 RIM:91254 1 930 G Q. Z ~ Z STA OFF:IS.SOR m 5TN 1+8]12 a ♦ RIM91633 + i OFF:15.5011 - g Q _ STA 9+66.89 - STA' 1 3 TA o i-ag 11 i. � � \ OFF: 15.50E INV 41.910.55 5E INVV7N3n..v. it)- i CBMH 121 OFF 18108 '91 �SOFF:155M O W yF a F ♦ pIM:917J8 ( ) INV IN.909.]9 (5) n' TA.5+89.13 + IM 91585 I '� IN 904.18 (W) RIM -91283 ! O Im VI INV WT:91 45 (N) INV OUT' 909 (N) VIN 90].96 E) INV 114:908.67 (S) U Z Q W IN IN 9f0 BS (SE) -S'� OFF. INV IN 905.07 (Nj NV T 904.17 (NE) 1 T:91075 (NW) ST < ! PoY:914. F INV IN: 90828 (SW) _- INV WT:908.57 (W) O E 920 I ID Z Z 92Q ♦ 403; /// STA 8+3298 F NV IN'909.W (SE) INV :905.0] (E) --- 0U. m U LL En \ 1550E _ vi-� '^ ��\ ♦ / RIMA -9TfiT - - _ INV T. 912.19 (W) / 2 WR ! wMIY Maf 1A a p . __ _ \ i"Dl T.rJ or ^WH wo MLx_ _ c _ % a 910 _ ♦ ' 9ffD GR / _ FlN191ED CRATE -`- 910 dw.0 tl M m. en my 12" RCP \\ ---- _ ----_--''- -- -_ _ - - -�!/ - __ _ - -- - - Cnea auiw ...... Enl lnal CI:=S B C 70% 37.6, of 15 RCP '- --- - - - - r / _ ]M.A °f 12- R 34.2• of 12 RGP PR°rESSroNAL ENGINEER ones xx 1.- .1 M. slob .1 39.1' of 15' RCP CL -5 D E.7E% T ------_ b 0.74% t - (JAM cc--- L 5 00.50% i YIx"SOT. ____ W-3 304.6 CL -5 O 0.5D% 900 EXISTING caouxDJ- -aaT.3E 900 YARF IM9sFY, K CBMH 11 10 STA' 5,69 _ FNI ®ORAOE -- - - - -- -- INV IN CFF -15.5E INV T 9 180�(NW) ` i _ _ N --_- -_ OFFN 9140E OFF:O. MW1TT ASSURANCE/CONTROL 890 `\ I RIY:914.23 1I.W I .50 590 INV WT:909.98 (NW) FINISHED MADE EXISTING GROUND N CMN \ ♦ El05RNG GROUND DALE ISSUE CB 20 ♦ CBMH 12 9-21-19 arc sugRr4u STA:0+60.86 SJ .I CBMH 1 880 FINISHED GRADE OFF:O.W STN 1+91.05 - - RNISIIED MADE 88O - I N:aT6AI0-- - INV WT: 11.05 (NW) ♦ ♦ M:902W� - - - 119 CBMH 21B 50.9' SEXIS�TING CROUNO M vE 5 INV IWT�Bg /c +14.1 1 �^ 3ING O 0.50) --�S1W6TMy 1.10% .- FES 19 _ ^) WT 0+65.29 - �-DFr0.a0 FORSCE SMITHY I (� Moss; I NV'N:9N.00 (5W) FQiCEMNN o O El01TNG !ROUND CROSS 870 --MOSS - � O / FE5 5 n - 'yn °a 2r; 13ox 870 _ CL -5 O Q '�Po -Toa 9 o j + SAN CROSS - _ - PRojECF TEAM DATA a oE9oEIX Yfll 211' o/ 24' RCP INV �1:a95.00 (E < 880 Obi 860 CL -3 O o.25% d ;A UV FIMIq.T NR 315b119 IP n� m 24 Pm Q P Ob O� O O� O� O� p _ P m p 11+W 10+00 9+00 8+00 7+00 6+00 5+00 4+00 3+00 2+00 1+00 0+00 SHUT 24 of 47 NOTES: 4� 0 � m V . � / z I (A1 I 1 v A � � ♦♦yam,, / vv '� tT 1. ALL NEW MAIN LINE STM11 SEWERS SINALL BE VIDEO NSPECTW AT OWNMS E%PENSE. AND 0 A W/OW SHALL BE PROVIDE) TO TINE Ott. O A O I I \ J T \ \ • I _--, \ \ / / W I O \ 2 IRGH DENSW POLYETHYLENE E%7RI10ED (HDPE) A STMG RNGS ARE REOARED FOR ALL MANHOLE ] SMS RNNTYE AT CATOI BA9REn II _ _ /w8STALL GONYG/ OMtt STANDARD DETAIL 522 MAMTLE It _ - c wcnONS TO STaw SEWOt STRUcnrss SHALL BE-21'BELOW RIM / I L------ J L _- 1 -___J I / v,�pY / ,__ / / ���� �/ HOMES 8 REMODELINGS ELEVATION AT CURB. •• 11B�J - �� N / 1 GOLDENNALLEY, MN 5542 4 ALL INTERSECTION MRS RETURNS SHALL BE B618. 5. THE ALL STORM SEWER PRE MINTS BETMEIIN FLARED ��-:/ 1 1fiI • R: 300 l4+fXL� `\J I I OFFICE: 7634324500 FAX: 7834324501 END Y nms AND STRUMFIEi 1T * 7250 6. SINE, SI(NA(£• AND D(NTING PLAN FOR 9(YI k /.-- ROAD A e. E'3Y' 2Y 7 L 1 I N �. CiO MI uO1TNG LOCAlNNS \& min' / �: / ^\ STRUCTURE AND CASTING SCHEDULE MN NO. z s• : I ALLIANT 92E CASING IN N0. 512E CASINGA/' W {"XSC IT I r(`' /\ `V/(hDDA.-a.W e.a .e.wa IR 4C W R-4442 61 {B" OL\ R-3116)-V 72 46' W R-1642 ^Y-�1 ' /. // / Y' , �� \ •{ 1. / •. �\ �}' S. Ste 300 62 46' OLA R-306)- 8 /• I I ,�/ / ,/ Io / - 233 Park Ave 63 4eC OA R-3067- t� n♦4 i .' LC / ♦ I /' / l I - / /\"�� / % + / l\\ MmneepollS, MN 55415 612.758.3080 MAIN I .� . J Nf; 1� ALL CASTS SHALL BE NEENNN OR +` �. / / ♦ /� y I y / \\ ♦♦ ^� /� . / 'V10 ♦♦♦ O + \ \\ l I l l / I. 612.758.3099 Frx vv w.alliant-inc.corn AFPRO\ED EWAL /• % ^' > '/. 6 I O I / / / / / ' l / TTI \\ I V71 1 //� / / / / / / / / W 1 nm c�zcc /------------------------------- _-----J 9 zs w too' ScAu IN FEET Rf4j LI A CL L PT STA'. 2].W LOW PT STA: i6+ W j 101T STA: 11+ .31 LOW PT STA: 19+15.00 LO PT ELEV: B 7.52 L PT EIFV 89 96 HI01 T DEV: 923:94 LOW PT ELEVI 917.51 W 9SO STA:20+72,W P STA:16+25 PVI STRtt+80.Od PM 5TA:9♦50.W 9SO - _ N ELEV 89].65 - PW 0XV.8956 P ELEV:926.)6' PVI OLEV: 917.90 --- - n J K:20.W -- - K:20.W I K:20.W ' K:28.47 N QLU LVC:1W.W': LVO150.W LN11=62 I LVC90W ~~ In om 940 Pig 8a .P +m ''. 'm a +W 940 �a MO mrn .. ...gym _ m I ED S maga� 0 m O i R_ Z TTI 930 STA, S 218�89 w- X1930 ,'. 0 °'i Q Z _ ,�♦ STA 9MH OFF:-1SSW �- O <W J Q - i Nl 1P\\ RIM:91 ].78 O W N d W I- INY 0 IN N:9/0.85 (SE) O < J 92O - - - ,, i ♦ T.910.75 (NW) .i ♦ - 4.032 / 920 O p n a LL m v Q IZ Z LL (f) - FRiS MADE- IND 1 n.nfiY wrnry that maepmn. anon. e, . . yi,,mva 910 ----- 10 by ar u, .'t / / �(/. 94.1' of 12' I CL-5 O 0. Area aaw�+>'ea aaa mar I am a a-y Ucmaaa PINFESAGXLL ENGINEER anaar 5Th 18+90.W 5TA:15+81.3) pF; _15.SOL >p OfF i5.5W (tIM:895.32 RIM' 898 / / 39.1' of 15" RCP Nlxn6sOre m• srora m 900 - INVI.091.48 (W) INV OUT:891.1 INV IN: 891.25 (S) INV OUT-.891.25OUT-.891.25 (W) / CL-5 O 0.503 900 ..- NRc Mme• rt FIN GRADE71 - L. SSURAN/CONfROL QUALITY ACE 890 011ST NG Ombm-fI 890 DNI9!€y_QtAOE STAO+5b.27 0. �YL OATS 6311E a-)6-tfi CnY SIIfiYIrtAL �B 63 TAO+ 4# - RIM 95.00 I ''. MH ]2 INV IN 887.82 (W) CS 71'0'W' (N) 00 SNlITARY INV IR 891.80 (S) STA:p+42.81 INV WL892.00 880 - - IM 898.2] JNV IN:B9L14j NV OUT:891.14 (SW) --�- STOW CROSS 1(DRCEMAN - MOSS- FNI91m GRADE NV WT. 684.50 (E) _ SIOMI D.w M: MV WT 888 W (E) - l El0 G GROUT4D j 880 403' of 15" RCP CL-5 O 0.511 CR 62 �'/ DO64 CRWNO EXISTING GIeO1ND rCR055 ,( .(( ETTA\' - V 870 - FINISHED MADE _ C6 6 CBMH 60 STA-;6.90.00 5.50R FES 64 FES ]J STA 0+10.00 �- __� --� 35.1' of 45• _ FIEV\E va.._ - 1 - 870 _ --_ 5 010.355 CROSS N N:891.100 42.5' of 21" RCP (ti0 `\\ CL-4 O 0355 E%ISTINC GROUND �C�-5 34. f0) RIM 695.32 INV OUT:891.62 (E) 31a 0' V .0.W- o o '- / G RIM 886.2] WAT CROSS PEO 0.503 a+o j �Q`/` GoNstpv 'NV IN: 4.000 (W) SAN CROSS a FOa PROJECT TEAM DATA elmRm 1•• SAN CROSS �� WAT CROSS 15 RCP a 0 aN lJ 8oQ `WAT CROW : 97.Y of 85O �' 0.-5 O 0.505 u .. rR]1 PRJIECI OIIY mmo m'a mnma m _ _ o _ m m on an /V 22+00 21+00 20+00 19+00 18+W 17+00 16+00 15+00 14+00 13+00 12+00 11+00 10+00 9+00 1 - 25of47 -J •QT55'E IJ21.5i _ 1 _' ��, i // � \ NOTES: I. Al NEW WAIN UNE STERN SEWERS SHALL W VIDEO L INSPECTED AT OWNERS EKPENSE, AND A CD/DW SMALL BE PROMDED TO THE CITY. �- L / / 2 NIGH DENSITY POLYETITETE E%IRUOED (HOPE) SIHUCTURES AD.AISTNG RINGS ARE REWIRED FON ALL E YANHg 1 INSTALL DRANTLE AT CATON BASIN LOCATIONS PER CITY STANDARD DETAW 5232. DRANTWE 6 \ �'✓ \ CONNECTIONS TO STONY SEYAlt STRUCTURES 9NALL W -2.1' BELOW Pox EIEVATW AT CURB. 4. ALL INTERSECTW WRB RETURNS SHALL BE Belfl 5. TE ALL STORM SEWER RPE ANTS BETWEEN F1ldiFD % L END SECTIONS AND sMUCMB p I \\ YY S. SEE SITE. SIGNAGE. AND UG MING RAN FON SIGN Q O UG UNG LOCATIONSLn Y STRUCTURE AND CASTING SCHEDULE 1• / ^ \{ Yx xo. sa cw91RNc Yx na cAmxc tuni 13 2{•x36' R -]06)-V , `*� ♦) � - 14 49. OLA R-306)- ------------ OTES 1. AL CASINGS SHALL BE tEFNAN N PPI G Lam" ON APPROVED EWAL ---- I + 4.18.2}491 0 25 50 100 SCALE IN FUT GONYEA HOMES 8 REMODELINGS lOW BOONE AVE N, SUITE 4W GOLDEN VALLEY, MN 55127 OFFICE. 783432-x500 FAX 78 1501 ALLIANT 233 Park Ave S, Ste 300 Minneapolis, MN 55415 612.758.3080 MON 612.758.3099 FAx W W W.alliantinc.com P�21VAT DRIVE B RO D C J HIM PT STk 2+17.74 - LOW PT Sfk 0+39.8a O HIM PT ST 0+25.0A T STk 1+56. HIM PT EIEV. 92400 LOW PT E(EV: 916.6a 1NN PT SM'MILOW T ETEW 910.83 - z PN STk1+97.74 --.925.60 PN STk G+9&17 z PW STA: S.W P STk1+20.00 5 950 j PlA PN MAIT80 950 950 PW EIEVA14.86 P ELEV.911.111+950 W K86 I K'19.74 ul a K 2U DD K:20.00 � LVC4000 LVGI16.57 J 1- LW: 39.87 LVC: 73a7 tt mN n a n N CBM" �5 g mo -+ Fa +� a z 00, STGAE-Eia ♦♦Tai + r 940 940 940 + 185.07 2 a W . O0r Z F . mu IL N �' - m INV (N) ( : I ul INV IN: :9085.07 (SW) W Caa3 -9428 INV WT:905.W (E) I W STkl+87.31 930 ' E>asn MOUND 930 930 .._ o + - ,:-4zsW IN 930 STA = 2 O.]4 MAE n SHED GRADE� _ - WT:905.43 (SE) F1EV =.W o a o 1 111 1 1 WMH 14 `8 . STA =0+15. STA :15.5OR1 - I 920 I 'EIEN- 916.2 920 t92 -3.WR r OFF 15508 920 _ Y 91 INV IN.905.22 + W) n- , 920 f \�\ J. INV WT905. (S) I073% DNISAED GRADE 4.9 `� 910 SANITARY 910 GROSSFORCEAN 910 STORY - CRO55 _ -.3oxm - 910 ��WAT CROSS WAT 10.]35 \1', STA 1+9423 o.._. CC -500 ElEV = 910.)5 900 900 \00.225 900 i 900 L31SHED _ ` - _--- - -`Des1iE1G GROUND 890 890 890 _ 890 880 1 880 880 870 1 880 870 1 870 °NAY S aE�IE �N PR 870 e °a NO ''' 860 860 860 860 - y GONYEA HOMES 8 REMODELINGS lOW BOONE AVE N, SUITE 4W GOLDEN VALLEY, MN 55127 OFFICE. 783432-x500 FAX 78 1501 ALLIANT 233 Park Ave S, Ste 300 Minneapolis, MN 55415 612.758.3080 MON 612.758.3099 FAx W W W.alliantinc.com x� -re, ma miv omo ap.ai-fi., .r capon preps ;tl by m. do my a.xa .P.mdo. p.e mm I o u Fej OA C.GRx EE.ntl.r 'M. I.-fM. Slal. .l u NxE50TA u1M{ MVSCII. PE QUALM ASSURANCE/CONTROL dmml NNW dant Eu MWWEXT NR NN` 2V 2+00 1+00 0+00 0+00 1+00 2+00 YET) 26047 U) J LL O a z a z 5 IL Q W J ul a N � O J 1- tt mN m O N ii 5� F a z 00wo r Lu 2 a W O0r Z F LL mu IL N x� -re, ma miv omo ap.ai-fi., .r capon preps ;tl by m. do my a.xa .P.mdo. p.e mm I o u Fej OA C.GRx EE.ntl.r 'M. I.-fM. Slal. .l u NxE50TA u1M{ MVSCII. PE QUALM ASSURANCE/CONTROL dmml NNW dant Eu MWWEXT NR NN` 2V 2+00 1+00 0+00 0+00 1+00 2+00 YET) 26047 a6+00 5+0D 4+00 3+00 2+00 1+00 0+00 N 0 25 50 100 SCALE IN FEET NOTES: 1. ALL NEW MAIN LINE STORY SEMENS SHALL BE YDEO HS CTED AT OWNERS EXPDNS[ AND A CD/DN SHALL BE PROVIDID To THE CRY. 2 Mb1 OENSTY P0.YETHYLENE EKIRUDED (NOPE) ADA0STNG RIN 5 ARE WOURED FOR All MANHOLE STRUCTURE$. 1 INSTALL DRANTLE AT CATW BASIN LOCATCNS PER CITY STANDARD DETAIL 5232 DRANTLE CONNECTIONS TO STORM SEWER STRUCTURES SHALL BE -21' BELOW MM O- VAMIN AT CURB. 4. ALL INTERSECTION OURB RETURNS SMALL BE 8616 5. TIE AL STORM SEWER PIPE AUNTS BETWEEN FLAIED EMO SECTIONS AND STRUCTURES. G. SFE SME. SIGNAGE, AND UENTHG PLAN FOR SIGN A: UMTING LOCATIONS NOTES 1. Al 0•lSTIN45 SHALL BE NEEf1M1 lA APPRpyED EWAL FOR P `RGOfASSPUO FOP NOS W�W GON ooHOMESENCS 1&00 60ONE AVE N. SUITE 466 GOLDEN VALLEY, MN 55127 OFFICE: 163432-4500 FAX: 763492-4501 ALLIANT 233 Park Ave S, Ste 300 Minneapolis, MN 55415 612.758.3080 MAIN 612.758.3099 Fra W Ww.alliant- nc.conf I ROAD E W LOW PTTA: +351.81 HIEN PT SM 2+3013 HIGH PT STA 1+]4.60 M LOW PT . 917.76 HIOI PT E . 927 45 HIGH PT STEN 97,8.17 0 950 - N 51 PN Si J+15.13 - PN .916.29 8:10.44 PN STA:2+75.13 PN STA1N3. PN ELEV:926.49 PN R .928. K:21M K:20.46 9SO $TA:4+ .]] LMC111.90 LVC:9000 I.W.90.00 z OFF:43.02R Q z PoM:918. 5 CIL NV IN: 1194 m940 08 $- W 'm -CBMH 33 �' m� 6TA 0+3312 a oQ CBM 52� 6Th 4+51.81 DFF:-1550L RIM:924.8] N 930 Yn+I + °� a kIVF':19.02R I INV IN: 920.95 (W) _-��-� < 930 M0 a IM: 916.80 0.85_(+3}. m O y ii y mw 5� V OOT:911.45-Pm L3 a z O aw FlNISNED GRADE 920 nWo _ 4.72Z 920 1073% Q W x 0z IX �� STA 76 EIOSTING D - - m v IL W BEV .!6 910 - - o Ab RICIP ' EXISTING MOUND-- - 910 I - 90.50% ce 3:41 FINISHED GRADE CBMH 53 STA' -_ CBMH 33 DFF:I5.5M, 900 STA:0+47.38 RIM: 924.811 - OFF 0.00 - 1731: IN 11 - INV 1+3:911.08 ( / 0UT:921.11 (E)'. -. 5 O 0.50% 900 INV WT:910.96 (� WAT CROSS H 52 890 '.. RNISNED GR STA:0.00 8 890 OFF:0.00 SAN CROSS 880 37.4• of CL -5 NA 15• RCP I O 1.00[ JI pp�J �I �:' SAH CROSS M3 N:901.W �_ INV OUT. -8.01 (W) EXISTING GROUND --- - LV WT:896.78 y) MN 55 _ - - - - ��-� STA: 2+74.05 880 Cg 50 EASTING GROUND01M: 89B50 ;TX -0+10.0011 FINISHED GRADE INV IN:893.64 (N) 7 $7Q w.O. CBMH 51 -_ - INV OUT:891.06 (E) _..- NOPE ®500; _. FEA: 2+99.40. -._-. 87Q OU :91205 (E) -- DOFF: 0.00 38.Y M 15• 25.3' of 24• RCP INV IN 891M (W) 860 HOPE ° o-� a-3 O 0.25%, 860 wf m O YIP P .P W ut p m wmn a op nm a6+00 5+0D 4+00 3+00 2+00 1+00 0+00 N 0 25 50 100 SCALE IN FEET NOTES: 1. ALL NEW MAIN LINE STORY SEMENS SHALL BE YDEO HS CTED AT OWNERS EXPDNS[ AND A CD/DN SHALL BE PROVIDID To THE CRY. 2 Mb1 OENSTY P0.YETHYLENE EKIRUDED (NOPE) ADA0STNG RIN 5 ARE WOURED FOR All MANHOLE STRUCTURE$. 1 INSTALL DRANTLE AT CATW BASIN LOCATCNS PER CITY STANDARD DETAIL 5232 DRANTLE CONNECTIONS TO STORM SEWER STRUCTURES SHALL BE -21' BELOW MM O- VAMIN AT CURB. 4. ALL INTERSECTION OURB RETURNS SMALL BE 8616 5. TIE AL STORM SEWER PIPE AUNTS BETWEEN FLAIED EMO SECTIONS AND STRUCTURES. G. SFE SME. SIGNAGE, AND UENTHG PLAN FOR SIGN A: UMTING LOCATIONS NOTES 1. Al 0•lSTIN45 SHALL BE NEEf1M1 lA APPRpyED EWAL FOR P `RGOfASSPUO FOP NOS W�W GON ooHOMESENCS 1&00 60ONE AVE N. SUITE 466 GOLDEN VALLEY, MN 55127 OFFICE: 163432-4500 FAX: 763492-4501 ALLIANT 233 Park Ave S, Ste 300 Minneapolis, MN 55415 612.758.3080 MAIN 612.758.3099 Fra W Ww.alliant- nc.conf I IinMr c.Mh mo, mN plun eP•c6iaalian, , ^W^ 4myo by m. a.. d4.n P. U-ena mol IY sfy LamaW PPOFESSIpNGI. ENfANEER und.r m. la.a m. Blah M NlxxEserA YMM MURK. PE me Ueeu" ro WMA] ASSONANCE/CONTiE01. 4+00 3+00 2+00 1+00 0+00 l IWININCH MIM IA WM al. FIWEGT IR 1,5-0,,, 2■7 SMO T 27 of 47 Tn W J M 0 IQ CL c z Q z 5 CIL W n a y N O Q M0 '2 M Moi m O y ii y 5� H L3 a z O aw wN nWo F Lu �x Q W x 0z IX O �2 z F LL m v IL W I IinMr c.Mh mo, mN plun eP•c6iaalian, , ^W^ 4myo by m. a.. d4.n P. U-ena mol IY sfy LamaW PPOFESSIpNGI. ENfANEER und.r m. la.a m. Blah M NlxxEserA YMM MURK. PE me Ueeu" ro WMA] ASSONANCE/CONTiE01. 4+00 3+00 2+00 1+00 0+00 l IWININCH MIM IA WM al. FIWEGT IR 1,5-0,,, 2■7 SMO T 27 of 47 v 1 STORM SEWER CB 01 - FES 02 S T OR 910 MH 03 CS 01___--_--- \� STA:0+18.50 STA:0+10.00 EXISTING GROUND 910 �T: p- 910 1 1OFF.0.00 910 :907.31 910 RW: - �INISHEO GRADE _ �\ TNV-W:804.0.Oo INV WT: .30 (E) EXISTING GROUND INV OUT:904.00 (NW) (N FES 02 DNISHEO GRADEYT \ F6 04 75.9 OI 1Y RCP STA: 0+85.93 `S TA: 0+42.12 OFF:0.00 940 CL -5 O 0.105 OFF. 0.00 900 900 \ ` INV IN:903.6R (SE) 900 b.5 CP z i 890 ---- -- - RIM:9 INV IN: .01 W (11) -- CL -3 O 0. NV IN:893. cem 14 880 O 0.00% CL -B5 O 1.36% 890 5 890 890 1 890 F- 0+00 _ 880 880 880 880 W Z O $ F- 95 LL U) I na.9y, cerifymW MM Firm. q N<oxon. or rgort ends PvPur'wma by me under my dII uaon one moi I d amy Do.ns.d YIIOiE5510NAL ENGINEER under Me I... of In. ..r..1 MINNESOTA YMIX AMSCII K 0+00 1+00 0+00 1+00 STORM SEWE MH 40 - FES 41 910 910 MH b N \\ 900 STA:0+10.00 J 0 900 FlMSNm GRADE 892.50 . \® INV WT:892.50 892.50(NW)INV (NW) PES 41 NZ "I GRWND�STA:0+48.18 m z i 890 F aiM:8s5° oO 890 -- CL -3 O 0. NV IN:893. cem 14 880 a 880 5 de (L F- 0+00 1+00 2+00 3+00 4+00 Q W Z O $ F- 95 0+00 1+00 �y 0 25 50 100 SCALE IN FEET NOTES: 1. ALL NEW MART UNE STORM SEWERS SHALL 9E VIDEO INSPECTED AT OWNERS EIR•a1SE. AND A CD/OW SHALL BE PROVIDED TO THE CITY. 2 HIGH DENSW POLYETIY(ENE EXTRUDED (HOPE) ADJUSTING RNGS ARE REQUIRED FOR ALL MNIHCIE STRUCTURES. 3 METAL- DRNN TLE AT CATCH BASIN LOCATIONS PER aW STANDARD DETAIL 5232. MAI CONNECTIONS TO STORM SEWER SIHUCTWES SI BE -21' BELOW RIM E ATION AT CURB 4. N1 INTERSECMkI CURB IZETURNS SHALL BE 9616 5. TE ALL STORM SEWER PPE JOINTS BETWEEN RAf•D MD SECTIONS AND STRUCTURES 6. SEE 9TE SNRIAGE AND UCHTMG PLAN TOR SON UGNIMG LQAMINS STRUCTURE AND CASTING SCHEDULE 7MHNo. 92E CASTING W NO 91E CASRI02Y aAR-4342 3JA 2YpA R-4342379 48' qA R -]067- T 48' DIA R-4342 39 49' pA R-1642 21 DM R-4342. 1. Au rwslRws sxAu LE NFIIIAN CHR APATO.m EQUAL. 04 01 A�y FOa a\w A\N, CS\pN Pa ```GONsja NOV OP 950 940 O� 9 `�, GONYEA � \ 1 HOMES &REMODELINGS \ \ 1 GOD SCONE AVE N, SURE 400 GOLDEN VALLEY, MN 55427 \ - . • •. • :\ OFFICE: 763432-4500 FAX 763-4324501 -------------'1 \\ .' ✓o °rg ALLIANT 233 Park Ave S, Ste 300 i\\\ •, ' r= -� Minneapolis, MN 55415 612.7583080 MAN \ \ 1 1 1 h��� 612.758.3099 FAx w .alliant-inc.ccm 1+ J U- 0 a z Q z J CIL W � J STORM - - CB 37A ----CBMH 3M STA: 0+10.00 STA: 0+35.00 OFF: 0.00 OFF:0.00 RIM: 919.00 ROW918.45 INV 01 (N) INV IN: 914.75 (S) 920 11 INV OUT: 914.65 (NE) ENSTINC GROUND \ 910 125.0' of 12- JIOPE9 220% _- 90.4' of 127 WAT OR CL-5 O 2.20% SAN CROSS 900 880 870 -1+00 27.1' of 24- 2-30( IN: 898.21RO (S 0117:895. (NE) 900 ifs INV IN:895.00 (5W) ! 890 880 mm / \ F' mm N \\ A\ J 0 lazXeo \ . \® DO Nj ` NZ ` .\ m z i V) U 35 �y 0 25 50 100 SCALE IN FEET NOTES: 1. ALL NEW MART UNE STORM SEWERS SHALL 9E VIDEO INSPECTED AT OWNERS EIR•a1SE. AND A CD/OW SHALL BE PROVIDED TO THE CITY. 2 HIGH DENSW POLYETIY(ENE EXTRUDED (HOPE) ADJUSTING RNGS ARE REQUIRED FOR ALL MNIHCIE STRUCTURES. 3 METAL- DRNN TLE AT CATCH BASIN LOCATIONS PER aW STANDARD DETAIL 5232. MAI CONNECTIONS TO STORM SEWER SIHUCTWES SI BE -21' BELOW RIM E ATION AT CURB 4. N1 INTERSECMkI CURB IZETURNS SHALL BE 9616 5. TE ALL STORM SEWER PPE JOINTS BETWEEN RAf•D MD SECTIONS AND STRUCTURES 6. SEE 9TE SNRIAGE AND UCHTMG PLAN TOR SON UGNIMG LQAMINS STRUCTURE AND CASTING SCHEDULE 7MHNo. 92E CASTING W NO 91E CASRI02Y aAR-4342 3JA 2YpA R-4342379 48' qA R -]067- T 48' DIA R-4342 39 49' pA R-1642 21 DM R-4342. 1. Au rwslRws sxAu LE NFIIIAN CHR APATO.m EQUAL. 04 01 A�y FOa a\w A\N, CS\pN Pa ```GONsja NOV OP 950 940 O� 9 `�, GONYEA � \ 1 HOMES &REMODELINGS \ \ 1 GOD SCONE AVE N, SURE 400 GOLDEN VALLEY, MN 55427 \ - . • •. • :\ OFFICE: 763432-4500 FAX 763-4324501 -------------'1 \\ .' ✓o °rg ALLIANT 233 Park Ave S, Ste 300 i\\\ •, ' r= -� Minneapolis, MN 55415 612.7583080 MAN \ \ 1 1 1 h��� 612.758.3099 FAx w .alliant-inc.ccm 1+ J U- 0 a z Q z J CIL W � J STORM - - CB 37A ----CBMH 3M STA: 0+10.00 STA: 0+35.00 OFF: 0.00 OFF:0.00 RIM: 919.00 ROW918.45 INV 01 (N) INV IN: 914.75 (S) 920 11 INV OUT: 914.65 (NE) ENSTINC GROUND \ 910 125.0' of 12- JIOPE9 220% _- 90.4' of 127 WAT OR CL-5 O 2.20% SAN CROSS 900 880 870 -1+00 27.1' of 24- 2-30( IN: 898.21RO (S 0117:895. (NE) 900 ifs INV IN:895.00 (5W) ! 890 880 mm Uld F' mm N J 0 m m n DO 0 NZ m z i V) U 35 ❑ cem 14 F a O ,= 5 O W V (L F- 0+00 1+00 2+00 3+00 4+00 870 I>E90N@ MPN TRuwN E11 MWf.Cf NIX �r 31N119 28 MWET 28of47 Uld F' N J 0 Q m n DO 0 NZ z i V) U 35 ❑ c a F a O ,= 5 O W V (L F- �i W Q W Z O $ F- 95 LL U) I na.9y, cerifymW MM Firm. q N<oxon. or rgort ends PvPur'wma by me under my dII uaon one moi I d amy Do.ns.d YIIOiE5510NAL ENGINEER under Me I... of In. ..r..1 MINNESOTA YMIX AMSCII K '15 Mdse. N.. OUADIY ASSURANCE/CONTROL I>E90N@ MPN TRuwN E11 MWf.Cf NIX �r 31N119 28 MWET 28of47 c a R R�9 GONYEA HOMES 8 REMODELINGS 1000 BOONS AVE N, SURE ADO GOLDEN VALLEY, NIN 55127 OFFICE:? 32-4500 FAX:] 63-4324.501 ALLIANT 233 Perk Ave S, Ste 300 Minneapolis, MN 55415 612.758.3080 YAIN 612.758.3009 FAx www.alliant-inc.com J Q W 0 O 0 r n.r.ey ..mr1 mm rr�. ole.. v.mmo6o.. w nv MM MO Z Z 5� F W wY C 11TABEE 5' 90EWNJ( / Z `- ILL In UOIIAFjt UR RB 1G922.5] — — — 9MVINWS TflNL » / / V' PED R ` J / ^ JcSURMICUMI9 MATCH EXISTING _ - �/ R.� g• Be `` QA83 h GUTTER 91851 i ` __----------� ZS \4Y 1s po GI n ' .0 Io _ 5' SDEll" \ oP r. 1/TCI \ -i.. m 6111913.07 PED RMIP N O (� 0 10 1+00 sJ _ WT917. > 0 00 ROAD A m 9Z9 7fA Z 7C920. \M 1 �"- W1921.87� 9 / RETURN50 } d / IT PEO RAMP { PED RAMP - 18. 1 TC921.60 GUT921.60 / / / 921 ���� - _ --- - _ Q-) Q K 9S}. ' 5' SIOEWAIK TR ql1AIL \ WT918�4 11 - - - -- ___-_ 919 + O 11','8,'.,81 11 / CURB l GUTTER /� 92 1891 9/9 1 // / 919/ / I aA I ♦ <C-. ' AYiNCUNTIffiE / I HATCH 01161 • - - - - � 0 R y [_,_1� -�R / � x'` � 1 1� / � I 1 - I IW r - a B o 1 ROAD C / ROAD D ROAD A/ GREAT PLAINS BOULEVARD (S.H. 101) \ f s sDENAx D �/' NOTES: N 1. ALL CWB AHD 011101 (RAOE9 SHALL (9: AT A YIN. OF 0.5; 5( O T. R/ / p 92 /\ \\\ Z AND UG Tva ¶HOCA p+sG ucE RAx FOR ALL Sm¢T SIGN 0 10 20 40 `( CO - - V ROAD D (CUL-DE-SAC) ` ]. SEE CITY OF CHNIHAS9:N STANOPRO RATES FOR ALL DETAILS scut IN TTxr `\� SURMOUNTABLE 9" I ,�� / ° / URB k OUr1m H / ♦ 5' 9DEWAlR 1 R W �/ ♦O♦ P� II 1 I 1$ I \ \ 921 \ 14 s�fIIITFR 7B_ 10' 81WMINWS TRML C: 29. 1 \ 922 -- \ \ SURMOUNTABLE e7j q omig Q1jl ..ql L_ / • IT _______ \ 00 \ 923z3c ♦ \ + CURB h GUTTER I / r p \ \ /' �� I l' / \ of / e/aI / O Pm �// 11916.15 / 1 I GU79187850SURM \ \ S•� S ' I f \\TC9 URB & NUTTER I 919 we 2 + I y `+ \N* / \ ��s L��IS• 2Mal 4 97 1 \l R W 1 I Wi81{.9] q I 24`.64\ .O'�4 0I PEO RAMP I 1 \ 92 GUT924.64 / \ PED RAMP ' v a - TC914.99 -_-_- 11 1 q+ n '� 1 WT914.99-TCaI _- OU192♦.15, / �m 8Na. R _ o - 921 m �� 9frElYMK // \ 1 GUT918181 . - a, N PED RAMP 1 n r \ REMOUNTABLE` RB @ OUIIER / TC924..94 WT924.9{ \ M n 1C91 {.81 IA +4r GU1914.81 / /. -. 6 6' m �`\ PED RAMP / TC924.91 WT92 9 A. 5' SIDEWALK h ♦ 4+00 m m m /T a a ! 9 S II SIDEWALK a ROAD A 5' > \ o /.' F oR , ^ _ i , / REIUWs j p0 ROAD E (CUL-DESAC) ROAD D / ROAD E ROAD C (CUL-DE-SAC) R�9 GONYEA HOMES 8 REMODELINGS 1000 BOONS AVE N, SURE ADO GOLDEN VALLEY, NIN 55127 OFFICE:? 32-4500 FAX:] 63-4324.501 ALLIANT 233 Perk Ave S, Ste 300 Minneapolis, MN 55415 612.758.3080 YAIN 612.758.3009 FAx www.alliant-inc.com J Q W 0 O 0 r n.r.ey ..mr1 mm rr�. ole.. v.mmo6o.. w nv MM MO Z Z 5� F W wY JN Q � O Z U m Lu W J Z d H Lu W O LL R= m v Z `- ILL In Ind., pnv. tl Lr m. er mr ._ .), U n and N,Muor I ;SJO IL ENGIN M.1....1I ENGINES. unE.r M. lESO ur rn. srm. or YIMxE50T1 . rY.. EE oer. I Ilo. QUALITY ASSURANCE/CONTROL OEyONER YM! DRAWNEL PROJECT HR 21D 119 29 st0 29 of 47 N t 29 0 .5 2 ® 1-1/2. CLEAR COVER (TYP) SCALE IN FEET ELS OC 2 EL: 883.50 8" SANITARY PIPE E 6'-0" ID RCP CL3 LIFT STATION MANHOLE PUMP INFORMATION NUMBER OF PUMPS PUMP MANUFACTURER MODEL: XFP 80E—C81 N ABS NON—CLOG SUBMERSIBLE IMPELLER: 6.3" DISCHARGE: 3" MOTOR RPM: 3520 16.8 HP 230 VOLTS 3 PHASE 60HZ DESIGN POINT: 140 GPM AT 100 FT.TOH DIP TO HDPE MJ COUPLING a\M\N�PRV P^ GONSSP N°l f °P PUMP CONTROL ELEVATIONS PUMP OFF 879.50 LEAD PUMP ON 880.50 LAG PUMP ON 881.50 HIGH LEVEL ALARM 882.50 O1 PRECAST CONCRETE COVER WITH #4 ® 9" E.W. TOP AND #5 ® 4 1/2" E.W. BOTTOM, REINFORCEMENT GRADE 60 30" X 48" ALUMINUM HATCH WITH UPPER GUIDE BRACKET, CHAIN HOOK CABLE HOLDER, AND POSITIVE LOCK ® 90• OPENING. SEE PLAN AT GRADE FOR COVER HINGE ORIENTA- O VENT PIPE — SEE DETAIL ® PRECAST COVER CONNECTION — SEE DETAIL O ELECTRICAL CABLE HOLDER © RIGID PVC CONDUIT — CORE DRILL & INSTALL WATERTIGHT SEAL AROUND CONDUIT. ROUTE UNDERGROUND TO CONTROL PANEL O CORE DRILL FOR ELEC CONDUIT AND SEAL WITH NON—SHRINK GROUT ® PUMP GUIDE RAILS Q9 PRECAST JOINT NTH BUTYL RUBBER JOINT SEAL (KENT, RAMNEK, OR CONSEAL) (TYPICAL) ® ON—SITE MATERIAL (SEE NOTE #3 FOR COMPACTION) 11 PIPE SEAL GASKET — SEE DETAIL ® PIPE CONNECTION — SEE DETAIL © DIP PUMP DISCHARGE (TYP OF 2) ® GROUT CIRCLE AS RECOMMENDED BY PUMP MANUFACTURER ® CONCRETE BASE SLAB CONNECTION — SEE DETAIL ® 12" THICK CONCRETE SLAB WITH #6 ® 12" E.W. BOTTOM AND #6 ® 6" E.W. TOP, REINFORCING GRADE 60 © PUMP CONTROL LEVEL FLOATS ® SUBMERSIBLE PUMP (2 REQUIRED) INSTALL PER MANUFACTURER. GROUT CIRCLE AS RECOMMENDED BY PUMP MANUFACTURER ® FLANGED BALL CHECK VALVE (FLYGT HDL OR EQUAL) (2 REDD) ® S.S. CHAINS AND SHACKLES ® MJ GATE VALVE WITH GEAR OPERATOR, EXTENSION AND VALVE BOX TO GRADE — SEE DETAIL ® MJ GATE VALVE WITH GEAR OPERATOR, EXTENSION AND VALVE BOX TO GRADE — SEE DETAIL (2 REO'D) ® MJ REDUCER ® POLY WRAP DIP ® CLASS 5 MATERIAL — SEE GENERAL NOTE NO. 2 ® MnDOT 3733 TYPE 5 GEOTEXTILE FABRIC © UNEXCAVATED SOILS ® PUMP CONTROLS AND POWER CABLES, S.S. FLOAT CABLFS AND PRESSURE TRANSDUCER WITH 2 FLOAT BACKUP ® FIBERGLASS FALL PROTECTION GRATING ® BUTYL JOINT WRAP GENERAL NOTES: 1. AT LEAST ONE SOIL BORING AND ACCOMPANYING GEOTECHNICAL REPORT IS REQUIRED AT THE LIFT STATION SITE 2. DESIGN ALLOWABLE NET SOIL BEARING PRESSURE : 2500 PST (ASSUMED) 3. COMPACT BACKFILL TO 100% STANDARD PROCTOR ABOVE AND BELOW PIPES 4. PARTS OF SECTION VIEW OF DRAWING ARE ROTATED FOR CLARITY 5. SEE PLAN VIEW AND SITE PLAN FOR ORIENTATION OF PIPES 6. CONTRACTOR TO VERIFY EXISTING CONDITIONS 7. PAINT ALL INTERIOR MANHOLE CONCRETE AND PIPING WITH (2) COATS OF EPDXY PAINT 8. COMPACT BACKFILL TO 100% OF STANDARD PROCTOR DRY DENSITY FOR INSTALLATION OF THE LIFT STATION. 9. BED AND BACKFILL PIPE TRENCHES TO 1 FOOT ABOVE FORCEMAIN AND ALL OTHER NEW SANITARY LINES WITH GRANULAR MATERIAL. — SEE DETAIL 10. INSTALL CHECK VALVES IN A LOCATION THAT IS EASILY ACCESSIBLE FOR MAINTENANCE. 11. ALL ANCHOR BOLTS AND FASTENERS SHALL BE STAINLESS STEEL. GONYEA HOMES & REMODELINGS 1000 BOONE AVE N, SUITE 400 GOLDEN VALLEY, MN 55427 OFFICE. 7631321500 FAX 763432-4501 i` ALLIANT 233 Park Ave S, Ste 300 Minneapolis, MN 55415 612.758.3080 MAIN 612.758.3099 FAX MvwlN.alliant-inc.com =.NIIy�M.l 'N" ph. . sp.�ili..xon, W el, awms.. .xa mm I mb INON u. GFOFESSIl1MY [NgxEEN untiv . I. HNESOLA I cuM* N1uFEE, xE oar. u..... x.. QUALM ASSURANCE/CONTROL un DATE 15511E fi-L-16 QIT AIIImK PROJECT TFAN DATA Rmm� o1w wRx: m PR61ER MR 21N110 30 S.. 30 of 47 J_ Q F W ❑ Z Q W n J cc O W N W �z N Q Z �O O LL a� � z w� i mU QQ J a Q Z LL O < H LL J =.NIIy�M.l 'N" ph. . sp.�ili..xon, W el, awms.. .xa mm I mb INON u. GFOFESSIl1MY [NgxEEN untiv . I. HNESOLA I cuM* N1uFEE, xE oar. u..... x.. QUALM ASSURANCE/CONTROL un DATE 15511E fi-L-16 QIT AIIImK PROJECT TFAN DATA Rmm� o1w wRx: m PR61ER MR 21N110 30 S.. 30 of 47 0 .5 1 2 SCALE IN FEET y LLL PLAN - LOWER LEVEL LIFT STATION WET WELL PLAN VIEW ® GRADE LIFT STATION �O�NCV V0?L DON P 140, FOP KEYNOTES: 0 PRECAST CONCRETE COVER 22) 30" X 48" ALUMINUM HATCH WITH UPPER GUIDE BRACKET, CHAIN HOOK CABLE HOLDER, AND POSITIVE LOCK ® 90' OPENING. EPDXY PAINTED ORANGE ALUMINUM SAFETY GRATE (DUAL GRATE) FOR FALL THROUGH PROTECTION AND CONTROLLED CONFINED SPACE ENTRY. SEE PLAN AT GRADE FOR COVER HINGE ORIENTATION. O VENT PIPE - SEE DETAILS ® SUBMERSIBLE PUMP (2 REQUIRED) INSTALL PER MANUFACTURER. O 6'-0" INSIDE DIAMETER RCP, WALL B, CLASS 3 MEETING ASTM C-478 © GROUT CIRCLE AS RECOMMEDED BY PUMP MANUFACTURER O PIPE CONNECTION - SEE DETAILS ® SANITARY INFLUENT PIPE O DIP PUMP DISCHARGE (TYP OF 2) 10 PIPE SEAL GASKET - SEE DETAILS 11 FIBERGLASS FALL PROTECTION GRATING 12 MJ GATE VALVES W/2" NUT OPERATOR EXTENSION AND VALVE BOX TO GRADE - SEE DETAILS 13 MJ REDUCER 14 LIFT STATION DISCHARGE FORCEMAIN 15 2 - #5 X 4'-0" LONG DIAG. BARS AT EACH CORNER, TOP AND BOTTOM 16 MJ PLUG VALVE W/2" NUT OPERATOR EXTENSION AND VALVE BOX TO GRADE GENERAL NOTES: 1. SEE UTILITY SHEETS FOR SITE PLAN AND ROUTING OF PIPES 2. CONTRACTOR TO VERIFY EXISTING CONDITIONS 3. PAINT ALL INTERIOR MANHOLE CONCRETE, INTERIOR AND EXTERIOR PIPING WITH (2) COATS OF EPDXY PAINT GONYEA HOMES 8 REMODELINGS 1000 BOONEAVE N, SUITE 400 GOLDEN VALLEY, MN 55427 OFFICE'. 7634324500 FAX 7634324501 A ALLIANT 233 Park Ave S, Ste 300 Minneapolis, MN 55415 612.758.3080 MN 612.758.3099 rAx .wy, alliant-inc.com I n.nby a.Mry mm mb plan. sp.clllcalion, or report - p -p ... d by me or under my ncl fup.M.lon antl Ira' I a duly Uc.vae 'II."SSIONAL ENGINEER under Ib lao of M. Val. a1 NINNLSOT. oal. D — N.. QUALM ASAIRANCE/CO If Ont DATE ISSUE 9 DRAW 9 Y "I W. 21} 0119 31 s1Lcr 31 of 47 N J_ Q H- W D Z Q LU W J U IrO W C pISN 0 LL of y W i aM N i z ni m U to F -jF a —J Z !L z Q Z 0 N r LL J I n.nby a.Mry mm mb plan. sp.clllcalion, or report - p -p ... d by me or under my ncl fup.M.lon antl Ira' I a duly Uc.vae 'II."SSIONAL ENGINEER under Ib lao of M. Val. a1 NINNLSOT. oal. D — N.. QUALM ASAIRANCE/CO If Ont DATE ISSUE 9 DRAW 9 Y "I W. 21} 0119 31 s1Lcr 31 of 47 0 0 � 0 -col GONYEA HOMES & REMODELINGS 1 DOO BOONE AVE N, SUITE 400 GOLDEN VALLEY, MN 55427 OFFICE'. 763-432-45M FAX763A324501 ALLIANT 233 Park Ave S, Ste 300 Minneapolis, MN 55415 612.758.3080 MAIN 612.758.3099 FAX W W W.alliant-inacom NOTE: Tn ORIENT PIPE JOINTS SO THAT UOUID FLOW PRECAST CONCRETE COVER • CONCRETE STRUCTURE (VERIFY THICKNESS) CONCRETE WALL (VERIFY THICKNESS) IS DIRECTED TO BELL PORTION OF JOINT. r MJ . MJ LONG SLEEVE FITTING MAY BE USIPI W STAINLESS STEEL EXPANDING REEVE HYDROSTATIC SEAL EQUAL TO 'UNK SEAL BY THUNDERUNE CORPORATIONGASKET Z MOLDED RUBBER GASKET BY PRESS -SEAL Q CORPORATION - MODEL PSX-2OR W EQUAL BACKER ROD AND CAULKSTRUCTURE J F Cc O LL r In u z z ) Tn 1'-0' MIN O LL. f_(2) F J a JQ Z IL O E a (n LL J YxYxt/4"x4" LONG ANGLE HOT -DIPPED - ANCHOR TO PRECAST FLOW COVER WITH (1) 1/2 DIAMETER x 4 1/2' LONG STAINLESS STEEL EXPANSION BOLT WITH 3 i/2" EMBEDMENT (TYPICAL OF 3 EQUALLY SPACED LOCATIONS AROUND PIPE SIZE TO 12' PIPE 1'-4' FOR 3'INTE COVER) RIORVERIFY OF VERIFY PIPE 9ZE ROWS BUTT -RUBBER CONTINUOUS STRUCTURE (2) STAINLESS STEEL CLAMPS - WATERTIGHT GASKET (TYPICAL) IAMETER OF CORE DRILLED HOE AS PIPE ENTERING OR EXITING STRUCTURE (VERIFY SZE) NOTES: RECOMMENDED BY SEAL MANUFACTURER • PRECAST REINFORCED CONCRETE PIP_ • OPENING IS BE SMALLEST POSSIBLE 91£ SECTION TO ACCOMMODATE SEAL CASKET AND PIPE FOOTING EXTENSION PIPE SEAL GASKET DETAIL CORE DRILLED PIPE PENETRATION DETAIL PIPE CONNECTION DETAIL PRECAST COVER CONNECTION DETAIL CALE: NONE SCALE: NONE SCALE: NONE SCALE: NONE VERIFY PIPE SZE VALVE BOX COVER PRECAST REINFORCED CONCRETE PIPE SECTION 4' 90- ELBOW SQUARE x 6' THICK CONCRETE PAD REINFORCED WITH 6v6 WI1DED MIRE FABRIC a4 (2) ROWS BUM RUBBER CONTINUOUS KNISH GRADE WATERTIGHT GASKET (TYPICAL) ADJUSTABLE SADDLE PIPE SUPPORT WHICH COUPCOUPLESftS WTH MANUFACTURERS (TYPE N)ZAROn SOOEtt -69 _ _ j d 3'.3'x1/4'.4• LONG ANGLE HOT-OIPPm VALVE BOX WITH EXTENSIONS GALVANIZED - ANCHOR TO PRECASTfSEAL STAINLESS STEEL BIRD SCREEN y WITH (1) 1/2' DIAMETER x 4 1/2' LONG STAINLESS STEEL EXPANSION BOLT (TYPICAL OF 3 EQUALLY SPACED LOCATIONS AROUNDNSHRINK p \`+ TO FIT 00 OF VENT PIPE GROUT SUPPORT PIPE: �3' DIAMETER FOR 4'-12- PIPE BURIED GATE VALVE -VERIFY SZE OPERAIINC NUT TO WI1HIN 6' COVER) 6' MINIMUM EXTEND OF FINISHED GRADE COMER SUPPIXR PLATE: 5/B' DIAMETER HOT -DIPPED GALVANIZED 9- DIAMETER OR SW ARE FOR 4'-12' PIPE PIPE - VERIFY SZE HEADED BOLT - CAST IN BASE SLAB WITH 9' EMBEDMENT (TYPICAL OF ]EQUALLY A SPACED LOCATIONS MOUND BASE) d CONCRETE S1RUCIURE CONCRETE THRUST BLOCKING REINFORCED CONCRETE BASE S19 CONCRETE BASE SLAB CONNECTION DETAIL VENT PIPE DETAIL PIPE SUPPORT FROM FLOOR DETAIL BURIED GATE VALVE AND BOX DETAIL GALE: NONE SCALE: NONE SCALE: NONE SCALE: NONE ORDINARY UAGKRLL ` < y 2'-0- PRESSURE GAUGE BITUMINOUS DRIVE J\ G MINIMUM < so O LIFT STATION 49 JT `DIAPHRAGM SEAL13 -(MIN) O _1.5 6 SUBGRME NOTES: 12' MINIMUM O 112- STAINLESS STEEL BALL VALVE F, 1. CONTRACTOR SHALL CONSTRUCT TRENCH AND PROVIDE PROTECTIVE MEASURES / SECTION FOF \ AS REQUIRED TO COMPLY WITH OSHA REGULATIONS. GROUT (TYP) � c� 2. AT LOCATONS BELOW THE GROUNDWATER TABLE USE COARSE FILTER TAP PIPE FOR 1/2' NPT STAINLESS STEEL 12 MINIMUM MNDOT CLASS S P a OON AGGREGATE AS DIRECTED BY ENGINEER. THE AGGREGATE SHALL BE NIPPLE ('O GRANULAR BASE • WRAPPED IMM TYPE II GEOTEXTILE HLTER. T.TOt PIPE BEDDING DETAIL PRESSURE GAUGE DETAIL INFLUENT MANHOLE DETAIL TYPICAL BITUMINOUS ROAD DETAIL GALE: NONE SCALE: NONE SCALE: NONE SCALE: NONE 0 0 � 0 -col GONYEA HOMES & REMODELINGS 1 DOO BOONE AVE N, SUITE 400 GOLDEN VALLEY, MN 55427 OFFICE'. 763-432-45M FAX763A324501 ALLIANT 233 Park Ave S, Ste 300 Minneapolis, MN 55415 612.758.3080 MAIN 612.758.3099 FAX W W W.alliant-inacom I EI wrfify that this plop, specification, or report gv Eion b • ur4.r T direct f ,s and Mal I d.1,ucan..d PROEESLONAL EKINEER radar the kaa of the ... of ...KMTA c4R1 VI.. FE Osla LM�m N•. QDALm ASAIRANCE/I�IMiROL R MTF DATE ISSUE NRAWR 9•I IMYRCr MR as -a4» 1 32 SHIM 32047 Tn J_ Q r W Z Q Lu W N J F Cc O LL r In u z z ) Tn 0 Q Z O LL. 5� a wW win x YT i m U F J a JQ Z IL O E a (n LL J I EI wrfify that this plop, specification, or report gv Eion b • ur4.r T direct f ,s and Mal I d.1,ucan..d PROEESLONAL EKINEER radar the kaa of the ... of ...KMTA c4R1 VI.. FE Osla LM�m N•. QDALm ASAIRANCE/I�IMiROL R MTF DATE ISSUE NRAWR 9•I IMYRCr MR as -a4» 1 32 SHIM 32047 PANEL SIDE VIEW (k PANEL PANEL FRONT VIEW �1 PANEL BACK VIEW 33 a PANEL SIDE VIEW as GENERAL NOTES 1. ENCLOSURE IS A NEEM M DOLRLE DOOR ENCLOSURE (2. -DEEP) WTH 24-HIGHSART KT VO H LGUVERS. 60M:lOwx 24M 2. 3 POIHT LATCH ASSEMBLY VA1H PAOLOCKABIE 3. ALL INTERIOR SURFACES ARE TO BE INSULATED W1D1 10 CLOSED CELL INSULATION. INSULATION AT THE TOP OF THE CABINET SHALL BE MECHANICALLY FASTENED. 5. UL 698A RATED. CONSTRUCTION NOTES O NEMA SR LOCKING BOX CONTAINING GENERATOR RECEPTACLE. GENERATOR RECEPTACLE TOM SELECTED DEPENDING ON VOLTAGE: CR W SE -H INDS ARIMTE MODEL MINI S22 FOR NOVAC CCTFIGUMTION LEVITON MODF1 MpABERS: I6R29 W i8RffiH 16R290 18R 18R2B Yy 140" PARTS �GS1DN NAMEPLATE LEGEND PARTS LIST MARK DESCRIPTION 1Q ENCLOSURE STAINLESS STEEL, MEw4X Oz ENcLosuRE BACKPLATE 3 R/1DIOlJGHININGARRESTEN OI VELAR KR VAm EAMl16T FAN lF NDARCOIMl10NING UMT-REM 7) 5 STAINLESS STEEL VENT SHROUD 6 1RRRY METER SOCI(ET DT AIR CWDITICNING UNIT OF NO VENT KIT -REM 4) Q ALARM BEACON (LED) 9 INNER DOOR 1® SHARK POMR MONITOR 11 WD HIM MODULE (FOR WD INSTALLATION) 1 CIRCUIT BREAKER DISCONNECT, THREE POLE 1® SINGLE CANE OUTLET BOX 1© 120VAC OF RECEPTACLE 34•OSITKIN SELEcrDR sx,Tcil Q PusHlurraN Q PILOTUOR(IED) 1® HOUR METER 1 ALLEN ORPOIEYPAfF1V1EW PLUSBCOAFAGT ® CONTROL PMIELUGM KIT (IED) 1 CALAMP INIC{FA-TR BASIC, ® ALLEN-BRATXEY MICBOLOGIX 1400 fiC ® ALLEN -BRADLEY. BPONT DIGITAL INPUT MODULE ©4 ALLEN-BRMO ,4 HANNEL ANALOG OUTPUT MODULE ALLEN -BRADLEY, 4 CHMNEL ANALOG INPUT MODULE ® INTRINSIC SHROUD e UTILITY MAN BBEANER INALOCKABLE NEMA SR ENCLOSURE ® DIN RAIL ® DISTRIBUTION BLOCK TIREE POE ® OSTRIBUIpN BLOCK, SINGE POLE QEUIR/IL) LIGMTNNGARAFSTER SNGLE OR IIREE PHAGE (SPg LINE REACTOR O/FDSYPONHR FACTOR CMS (STARTERS) Q PHASE MOIITOR ® FUSEHODEN,THREE POLE ® CIRCUIT BREAKER. TIMID FOE MOTOR STARTERA' D ® ENCLOSURE HEATER ® SURGE ARRESTER. IMAC(CONTROL POV.ER) yO FUSE HOLDER. 1MAC 40 FUSEHOLDER, 24. 41 REI -AY. 120VAC, THREE POLE © SURGE ARRESTER, ANALOG 4© TIMER. I20VAC 44 CIRCUIT BREAKER. SINGLE POLE ® PONESt SUPPLY. MVDC LL AMBIENTTELPERAIURE TRANSMITTER Q TERMINAL BLOCK ® GROUND BAR 49 INTRINSIC BARRIER, DIGITAL ® INTRINSIC BARRIER, ANALW 51 SEAL FAMOVERTEMP MODULE ® WI FOR SEAL FAIL CIRCUIT IAS REQUIRED) ® TRANSFORMER, 12WI20VAC(FOR SEAL FAIL, AS REWIRED) ® RECEPTACLE 1MAC(FOR UPS) ® UNINTEARIIPTIBLE POV.ER Sl1PPLY (LiFS) WRREWAY MOVER. SIZED TO FIT NAMEPLATE LEGEND MARK PLATE I TEXT LN6E T TE%T LINE 2 TEXT SIM HEIGHT 01 2'IIX- 147 XXCCWL LIFT STATION GONYEA HOMES 8 REMODELINGS 1000 BOONE AVE N, BUFLE 40D GOLDEN VALLEY. MN SM27 OFFICE: 763,1324500 FAX: 763 24501 ry ALLIANT 233 Park Ave S, Ste 300 Minneapolis, MN 55415 612.756.3060 MAR 612.758.3099 FAA n Aliant-inc.wm 0 d O r I n...6, <.mrr mal IN s P1- ov.oinoar.a, or ,.vont vwo..a 6, m .aa«, Ui—, ..P. -w— arE Alar I duly Go.o..a PRDEESSIGHAL ENGINEER .-I., M. Iowa 01 1N. Stat. al YIHNESMA NR, .'LAVER PE WADST ASSURANCE/CONTROL 1E9i@ d• ML11,Ik 9Y FNFL1 NR i,6-0,,, 33 6NFR 33 of 47 J w Z Q a O n J � h Q Q F F n u W=)0 Z i to 'Q Q d W 2 W C d N yO U Z Q 0 S Z IL m U LL z W I n...6, <.mrr mal IN s P1- ov.oinoar.a, or ,.vont vwo..a 6, m .aa«, Ui—, ..P. -w— arE Alar I duly Go.o..a PRDEESSIGHAL ENGINEER .-I., M. Iowa 01 1N. Stat. al YIHNESMA NR, .'LAVER PE WADST ASSURANCE/CONTROL 1E9i@ d• ML11,Ik 9Y FNFL1 NR i,6-0,,, 33 6NFR 33 of 47 GENERAL NOTES I. ENCLOSURE IS A NEIN 4X DOUBLE DOOR ENCLOSIKRE (N' DEEP) WITH 24' HIGH SKIRT KIT WRIT LW VER& W'Hx60'Wx249. 2, 3 POINT LATCH ASSEMBLY WITH PADLOCK VILE HANDLE. 3. ALLINTERIORSURFACESARETOBEINSLXATED TOP CELL ET S A UL B INSULATION LLY TOP OF THE CABINET SHALL 9E MECHANICALLY FASTENED. 4. MATEMAJL STAINLESS STEEL 5, ULSWARATED. t3 10 12 1 1135 n 10 1112 1 12 n O 0 19 18 1B 9 17,] 5 5 0—-436 15 B ] � 7 1] 18 a 17 B 16 15 18 15-121 ll le 13 M O NAMEPLATE LEGEND 1 MARK PLATE 512E TEXT HEIGHT LINE i TEXT LINE 2 TEXT 1Q 2'>m 1lt X%X%%X% LIFT STATION O 11?ffi 1? a D o 0 a O o 0 12' PUMP (�) INNER DOOR FRONT VIEW III w III UN © m m (P INTERIOR LAYOUT VIEW FGOP a�M�\`� rt�io� Plaws VGO ot"StP PARTS LIST MARK NAMEPLATE LEGEND 1 MARK PLATE 512E TEXT HEIGHT LINE i TEXT LINE 2 TEXT 1Q 2'>m 1lt X%X%%X% LIFT STATION O 11?ffi 1? PUMP 1 ALARM BEACON (LED) Q 11(1'18' 12' PUMP 11 Q 1'X4' MC RUNNING SINGLE GANG O R BOX 16 1-W 1N' HAND -0 FAUTO 1® © 1'1' 1l4' OVER TEMP Houl METER QT 1.,. 1/4' SEAL FAIL 21 (� 1.1. 114- RESET ALLEKBRPDLEY, 6 -POINT DIGITAL INPUT MODULE Q 1'10' 114' PUMP 1 AND 2 RUNTIME 1!� 1WT 1/4' MAIN DISCONNECT 11 1.4 "41. PUMP DISCONNECT UGHTNINGARNESTERSWGLEORTNREEPHAGE(GPD) 1,a 1/4' PUMP2 DISCONNECT Q 1� 11r GENERATOR DISCWNECT MOTGR STANTENNFD 1%r Ile CONTTIOL POWER 1® 1. 1N" PUMP1 WD FAULT ?) 1Y! 114' PUMP WD FAULT III w III UN © m m (P INTERIOR LAYOUT VIEW FGOP a�M�\`� rt�io� Plaws VGO ot"StP GONYEA HOMES 8 REMODELINGS 1000 SCONE AVE N, SUITE 400 GOLDEN VALLEY, MN 55427 OFFICE: 7634324500 PAX 76343245[H PARTS LIST MARK DESCRIPTION 1 MA ENCLOSURE STAINLESS STEEL. NEW 4X O2 ENCLOSURE BACKPIATE Q3 RADIO LIGHTNING ARRESTER O VENT KR WITH IXHAUST FAN IF NO AIR CONDRKNIING UNIT - ITEM 7) O5 STAINLESS STEEL VENT SHROUD © UTILTIYMETERSOCKET O] AIR CONDITIONING UNIT IIF NO VENT KIT - ITEM 4) OB ALARM BEACON (LED) O9 INNER DOOR 10 SHARK POMP MONITOR 11 WD HIM MODULE (FOR WD INSTALLATION) 1© CIRCUIT BREAKER DISCONNECT, THREE POLE 1© SINGLE GANG O R BOX 16 120VAC OR RECEPTACLE 1® 3-POSDION SELECTOR SWITCH 1® PUSHBURON 1 PILOT LIGHTILED) Houl METER 19 AUFNBggOLEYPANELNE PLUS(COMPACT ® CONTROL PANEL LIGHT KR (LED) 21 CALAMP INTEGRYTR RADIO ® ALLEfLBRADLEYMICROLOGIXI4WPLC © ALLEKBRPDLEY, 6 -POINT DIGITAL INPUT MODULE © ALLEN -BRADLEY, 4 -CHANNEL ANALOG OUTPUT MODULE © ALLEN BRADLEY. 4 -CHANNEL ANALOG INPUT MODULE © INTRINSIC SHROUD © UTILRY MAIN BREAKER IN A LOCKABLE NEW 3R ENCLOSURE 8 DIN RAIL ® DISTRIBUTIONSLWK.THREEPOLE ® DISTRIBUTION BLOCK. SINGLE POLE (NEUTRAL) 31 UGHTNINGARNESTERSWGLEORTNREEPHAGE(GPD) © LINE REACTOR(VFDSXYOMEJR FACTOR CAPS(STARTERS) © PHASE MONITOR ® FUSE HOLDER, THREE POLE © CIRCUIT BIREAKER.TNO PCIS ® MOTGR STANTENNFD 3© ENCLOSURE HEATER ® SURGE ARRESTER. 120VAC (CONTROL POWER) ® FUSE HOLDER. 1MAC ® FUSE HOLDER, NVDC ' 41 RELAY, 1 MVAC. THREE POE © SURGE ARRESTER. ANALOG 43 TIMER. 120VAC ® CIRCUIT BREAKER, SINGLE POLE 4© W. SUPPLY. 2.. AMBIENT TEMPERATURE TRANSMITTER Q TERMINAL BLOCK ® GROUND BAR 49 INTRINSIC BARRER, DIGITAL ® INTRINSIC BARRIER, ANALOG 51 SEAL FAII/OVERTEMP MODULE ® GFI FOR SEAL FAIL CIRCUIT AS REWIRED) © TRANSFORMER, 1211M XVAC(FOR BEAL FAIL, AS REWIRED) ® RECEPTACLE, INVAC(FOR UPS) ® UNINTERRUPTIBLE POACH SUPPLY (UPS) ® WREWAY WCOVER, SIZED TO Fn GONYEA HOMES 8 REMODELINGS 1000 SCONE AVE N, SUITE 400 GOLDEN VALLEY, MN 55427 OFFICE: 7634324500 PAX 76343245[H QUALRY ASAIRANCE/CANiROL 9131,14101h.d. 9W MIECT MR 51}-0119 34 III 34of47 ALLIANT 233 Park Ave S, Ste 300 Minneapolis, MN 55415 612.758.3060 MANN 612.758.3099 FAx W M' W.alllantAnc.corn O .S N O N_ CI O N O N J a t - W D 0 n Q ank ¢ N it cc �F C m N in 2 W Z Z N p ss ga Ix F � rd o p a wit -I Q ¢ Z 0i Z O LL En U E: I Na.b, <..Y mm mi. pl... .P.an..X.n. vat ... pr.WM eT m. a., mr a1. p.nHim amd mN I am a aeb U..n..a PRO E5SMAl- ENWNEER uM.r m. lo...1 m. Stet. of WXNESOT/, QIRT WMFTE. R pel. Uz-- Ne. QUALRY ASAIRANCE/CANiROL 9131,14101h.d. 9W MIECT MR 51}-0119 34 III 34of47 R9Ei/SM4 I pWIL I Trp, I Tmi RNI I DRNaiPlim I EMU,, Ed1 HI EGU Ts STAINLESS STEEL VENT SHROUD LRILITYMETERSOgET OGd 1400 PROGRAMMABM LWICCONTROIIER SLOT a SIOTD 0 DI CONiROLPANELPOWE0. AValABIF 1766132BWA 1 DI UPS POWER AVAILABLE IDESCRIPTION 2 DI UPS FAULT 3 01 TVSSFAIL 4 01 120VM SPD FAIL 5 01 PHASEFAIL 6 ON HIGH LEVEL FLOAT 7 ON LOW UNUFLOAT ® 8 ER PUMP I IN AUTO ® 9 Of PUMP I RUNNING ® 10 01 PUMP I OVERLOAD ® 11 q PVMPIVFDFAIL ® 12 q PUMPISIULfAIL ® 13 d PUMPIOVERTEMP ® 14 01 PUMP 2 I AUTO ® LS Is PUMP 2 RUNNING ® 16 ON PUMP 2 OVERLOAD 4® 17 Of PUMP 2 W FAIL ® 18 01 PUMPS SEAL FAIL 19 d PUMP 20WRTEMP 0 DO AI -ARM BEACON REQUIRED ® 1 DO PUMP I REQUIRED ® 2 Do PUMP 2 RECURRED ® 3 DO WIREDSPARE 4 DO WIREDSPARE 5 DO WIREDSPARE 6 DO WIREDSPARE 7 DO WIREDSPARE 8 DO WIREDSPARE 9 d7 WIREDSPARE 10 DO WIREDSPARE 11 DO WIREDSPARE awl 0 q WIREDSPARE 1762408 I q WIREDSPARE 2 q WIREDSPARE 3 d WIRED WARE 4 q WIRED WARE 5 d WIREDSPARE 6 q WIREDSPARE J d WIREDSPARE SLOT2 D awETWEUL LEVEL 17624N 1 a CONTROL PANEL INTERIM TEMPERATURE 2 a I PUMP I WEED FEEDBACK 3 a PUMP 2 SPEED FEEDBACK SIM30 AO PUMP I SPEED REFERENCE 1]62aN 1 M PUMP 2 SPEED REFERENCE 2 AO WIREDSPARE 3 1 All I WIREDSPARE —ETEI EiIERFETnP ISCAOA NEfWORIq —COAX CQ1XIAL CAeLe —BER—SFR— SERAL CA&E %) NETWORK DIAGRAM FOAL P0'k - n �N P��fo"stP NOt F Op DD GONYEA HOMES & REMODELINGS 1000 SOONE AVE N, SUITE 400 GOLDEN VALLEY, MN 55427 OFFICE: 7634324500 FAX: 7634324501 ALLIANT 233 Park Ave S, Ste 300 Minneapolis, MN 55415 612.758.3080 LNN 612.758.3099 EAI[ www.alliant-inc.com F I R...6 a..RN pcificmr— o P..P,..e Cr m m. . n PNm." . OfESSI. AL EI m. l... f m. YINRES01A w mI. Pin, -dor m/ .rd 11.1 1 .a (NEER nmmr t, Of QIRI MKp H 0.1. I N. QUALITY ASSURANCE/Cl1NTROL n Mn DATE ISSUE h2R-1R CITY SUBITFa PROJECT TEAK DATA DESIGNED, dv DAMN SAM PIIURCT NR 115-0119 35 SREn 35of47 PARTS LIST BICLOSURE sralaEss sTEE1. rEMA4x ENCLOSURE BACKIPI ATE RADIO LIGHTNING ARRESTER VENTKITwITHExFNUSTFAN(IFWMRCOMRpF1LIGUND-RFIA7) STAINLESS STEEL VENT SHROUD LRILITYMETERSOgET AIR CONDITIONING UNIT OF N)VFHT STI 11W 4) ALARM BEACON (LED) INNER DOOR SHARK POWER MONITOR IDESCRIPTION 120VAC GH RECEPTACLE }POSITION SELECT(M SNITCH PusHeDTToN PILOTUomm"El) H0110. METER COtRROLPANELLIGHTWRED) ALLENBRAOLEYMICR0.0q%1400RC ALLENSRAIXEY, &POINT DIGITAL INPUT MODULE ® ALLEN -BRADLEY, 4-CHANNFL ANALOG OUTPUT MODUNE ® ALLEFLBRADLEY,4CFWINELANALOGIFIDUF MODULE ® INTRINSIC SHROUD UTILITY )MIN BREAIER NALCCNABLE NEIA 3R ENCLOAIME ® DIN RAIL gSTRIBURON BLOCK, THREE POLE ® DISTRIMT ON BLOCK SINGLE PIX (NEUTRAL) 1 LIGHTNNG ARRESTER SINGLE ORTIREE PIASE(BPD) ® LINE REACTOR NFOGyPOMER FACTOR CAPB(STARTERSj FHASE MOIJIToit ® FUSE HOMIER, THREE POLE ® CIRCUIT BRFAIER,TNO PIXE ® MOTOR STARTERIVFD 3 ENCLOSURE HEATER ® SURGE ARRESTER, 12 AC(CONTROLPOVAt) ® FIIMHOInER,12I1VAC ® FUSE HOLDER, NVOC 41 RELAY. 1MVAC. THREE POLE 4® SURGEARRESTER. ANALOG ® TIMER. 120VM ® CIRCUITBREAKER,SINGIEPQ POKER SUPPLY. 24VOC AMBENT TE7APERAT18iE 1RANSIATTIFR Q TERMINAL BLOCK GROUNDBAR INiRINSM: BARRIER, q(dTAL ® INTRINSIC 84RRIER, ANALOG ©1 SEAL FaWVFRTEMP MODULE ® on FOR SEALFAILCIRCUIT(AS REQUIRED) ® TRANSFORMER, 12W120VAC(FOR SEAL FAIL, AS REQUIRED) ® RECEPTACLE. 12OVAC (FDR UPS) UNINTERRUPTIBLEPONERSUPPLYNPS) WIREWAY WA:OVER SI2EDT0 FR GONYEA HOMES & REMODELINGS 1000 SOONE AVE N, SUITE 400 GOLDEN VALLEY, MN 55427 OFFICE: 7634324500 FAX: 7634324501 ALLIANT 233 Park Ave S, Ste 300 Minneapolis, MN 55415 612.758.3080 LNN 612.758.3099 EAI[ www.alliant-inc.com F I R...6 a..RN pcificmr— o P..P,..e Cr m m. . n PNm." . OfESSI. AL EI m. l... f m. YINRES01A w mI. Pin, -dor m/ .rd 11.1 1 .a (NEER nmmr t, Of QIRI MKp H 0.1. I N. QUALITY ASSURANCE/Cl1NTROL n Mn DATE ISSUE h2R-1R CITY SUBITFa PROJECT TEAK DATA DESIGNED, dv DAMN SAM PIIURCT NR 115-0119 35 SREn 35of47 PANEL CS L c L—r NI N1 r� R POWER oN I I QPI ounEr II CR1 CONTROL POKER AVAILABLE C UPS dRLET II UPS B4 `7-1- BACKUP t# L N CR2 Cu CR2 CR2 UPS BYPASS RELAY CB ry UNE TWs3 s t FAILURE 3 4 0,,20— N j)1 TYPICAL PANEL POWER WIRING 96 SCALE: NONE Nm. 1 3 FUSE 1 3 — -- 1 FUSE 3 AI wY2 � Q V U N] AO 4 N NGRAL NPIR (00 ma JGITALOUTPUT(Oq wva I I 4 N 4 N 1 3 I 4 N %a1 TYPICAL ANALOG WIRING 38 SCALE: NONE FOP AEVtE`N ON���� PR�\M\N iUcj1oN .A01 GONYEA HOMES 8 REMODELINGS 1000 BOONE AVE N, SUITE MO GOLDEN VALLEY, MN 55Q7 OFFICE: 7634324500 FAX, 7634324501 ALLIANT 233 Park Ave S, Ste 300 Minneapolis, MN 55415 612.758.3060 Lwr+ 612.758.3089 FAx v .alliantinc.com QUALITY ASSURANCE/CONTROL DE NED: C. D.: uu PROJECT NO: 315-0119 36 SHEET 36 of 47 J � Q V U N] F F F of Q m N m W az F N 0 a O w� a �a JO ccQ Z U. m LL > I I,.nOY carlirY Mal Ilia Plo n. ap.cilicolio n, o raporl Amy pr. puna EY m untl.r rnd U. m om Mal I a awy UR d.1, PNOFENGNEana.r ENNER Iel IM Ma _ .' $M. al u1xxE50iA NRI .YFF. T£ D.l. u=.... xR. QUALITY ASSURANCE/CONTROL DE NED: C. D.: uu PROJECT NO: 315-0119 36 SHEET 36 of 47 0 50 100 20D SCALE IN FEET WETLAND t WETLAND 8 ?CIKOS FOR WETLAND SUMMARY WEIlANO CITY CLASS, RPBCND CIAO. 6M 1 MANTLE 1 HIGH VALUE 367.3.10 SF (&433 AC) 2 MANME 1 HIGH VALUE 6.640 W(0.157 AC) 3 MMAGE 2 MEDIUM VALUE 6.830 SF(0.156 AC) 4 MANALE 2 MEDIUM VALUE 187.925 SF (4.314 AC) 5 PRESERVE EXCEPTIONAL VLLUE 4.231 SF (0.971 AC) 6 PRESERVE EXCEPTIONAL VALUE 536 SF (0.012 C) 7 NII HIGH VALUE 986 SF (0.023 ACJ 8 MANAGE 2 MEDIUM VALUE 32.619 SE (0.745 M) TOTAL MEA 607,299 SF / 13.942 M WETLAND BUFFER CALCULATION ASSUMED BUFFERING REQUIREMENTS: THE CITY OF CHMHh4EN AND ITALY l'UNG TORY BLUFF pAED( INTfR51E0 DISIPoCT HNVE BUFFER REOUIRIMEN15 PER WETVND CIAS9F1G1p11 THE BUFFER REWIRELENIS LAE AS FIXEDNS CIMM' on R[vim�eA ISS bAdn Sn k.BMH I CLQ 14W e, -NI lK'wkhsgm WETLAND FRONTAGE BUFFER AREA MN. BUFFER MOTH AVG WOTH 1 1,556 U 94.776 SF 30 60.9' 2 369 U• 22.584 SF 30' 61.2' 3^ 322 LF 12,906 SF 20 40.1' 4 %9 LF 39.026 SF 20' 403' 5 235 LF b' 6 SO LF 40' WE TO PROXIMITY TO WETANDS 5 MD 6 THE BUFFER CALC IS OWE CWPo9TELY 546 325 U 29.434 SF ... avvp Av •U 40' 905' 7 119 2 16.993 SF•• W W 142.8' 6 335 U, 13.906 SF•••• 20' 41.5' TOTAL NET BUFFER NEA (ACCOUNTING FOR OVEALM OF NETIANO 5. 6. 7 BUFFERS 212.634 SF =4.BBl AC NOTES: • WETLAND 2 FRONTAGE IS CLLCUTAED HONG NORTH. EAST. MD SOUTH UNITS. THE WEST PERIM,,, a "GI M ITS PROXIMITY TO THE P ECT BWNOMY DOES NLOW FOR MIN BUFFER WIDTI. •• M IMPACT IS PROPOSED TO WEILNID 3 TO CWSTRIICT A ROADWAY CONNECTION TO THE PROPERTY TO THE SOUTH. THE REMNNING PoNIION OF 3 TO REMNN WILL BE WITHIN THE WEMNO BUFFER PROWDED FOR WETIA40 4. THE BUFFER CLLCUTATION FOR WERAND 3 5 CILWUTEO W THE EAST PORTION OF THE WETVND. • INF ANDS 5 AND 6 BUFFER MEA IS CALCULATED COMPOSITELY. INCLUDING MEA MOUND WETLAND 7 SINCE WETUNDS ME VFRY CLOSE IN PROXIMITY (NL AREA R WITHIN 150' OF WETLANDS 5 R 6). ••••WETUaHD 7 BUFFER MFA WFRIAPS WTIH PMI OF WETLAND 6 BUFFER MEA WETLAND IMPACT DATA WETLAND IMPACT: WEIUMO 3 - 2.565 SF (OFT91E MITTMTgN R PROPOSED) LEGEND: EA3MENT UNE BUILDING SETBMK fIROPERTI' UNE LOT LIE RGW -1- --�- WERMD DOUNE Mll WETLAND &IIFFER ° YIENND BUFFER MONUMENT WETLAND BUFFM STRIP WEItIND IMI GONYEA HOMES & REMODELINGS 1000 BOONE AVE N. SURE 400 GOLDEN VALLEY. MN 5527 OFFICE: 7634324500 FAX76343245111 ALLIANT 233 Park Ave S, Ste 300 Minneapolis, MN 55415 612.758.3080 MAIN 612.758.3099 Fax W W W.alliant-inc.com n 111•^67 mMfy zpa[IH d b, o Lin[I fuprviai[1 pPOFE5S10MLL IOi k 0 n e1 M MINNESOTA J Z Q W �_ Lu W 2 O m Q (n Q F J a z Z Q J J z W LL w_ RAM404 14 MM1 11ev Ile. OUALITY ASSIXMNCE/CONIROL. pF9WFM MPR MAI F PIIWEIT NR 915-0118 37 SIIQT 37 of 47 z - .� TT 14. At to dd zt SA Mon 'I s /,/ �/+�.`/./ ,�! //i j/,ti_ %-- _ ���/! i'�! � f,` � y/ Pfa 7H'�•�'•.�c41" �. f'Ar Y L y rf. r NOS FO-owRA. L \_ r � x has% a'm'Y 1 \,K r, 1 4 / <' , ;b� r <i z j O�0 < NS WETLAND 1 OUTLOTA mom_ (10-214W) j , ` I I C' N r - `•+ ` - +iAll sb• \ 4 1 V rnw/ RP RWI.W'aN:4NN [O \\ 1 —7 - TO 7 S` i + �`WIETLAND I - 1\111�11� 1111'1'111 1 I I I I -..n � �111�,1114 II�{III -_� I `•� \ 11111 ,��ry4p GONYEA -1-1 c HOMES & REMODELINGS < / - I 1 fl 1 GOLDENALLEY, MN 55127 cc - OFFICE: 763132.1.500 0 Q FA)(: 7631321501 �%/ m^y�° ■moi �' Lu .� ' I,- -iF- i - \ •.rJ i.'..z ,� m«� O {/ � laE -_ "1 -1 � = ALLIANT 1 r p _I��� - �'/ 7 `1 / / ♦ '• ♦ / O 233 Park Ave IN554 5 %. ♦♦�� � ��" Minneapolis, MN 55415 1 At r ; , t `K • ',� •,q ;�1 \ J ♦� �., / /`=. ^ 612.756.3080 Nur, I1\ - ` KK Y c \ \'` ♦ / jj `2 612.758.3099 vnx Eli www.alliant-ine.com UTI QTA:: Xx M1 Q_ F - w - w LU 0. 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HOMES 8 REMODELINGS t O r�.`yL iE \�1 1000BOONEAV N.WFTEC ,, E �--,N_ 540 GO0I`FIM�bi{3Y.]<5 o AX 002] ♦ 1 ! >,- �-�o,q \,a, 2�Ii.' 1 _ ,� 1 _k-.(�sS Y� \I@�'t d f1 •f! _ �� ••'d-- -.f�� '/_ / �O' .\\ •(1 Ii 1 I. F. ]83-132IW1 ♦ c Jt r �g ` '. .� �/ I ' aaar' � ■_ 4 1 t � ♦ • C T s to W jL, ) 'id"'" Q I 1 I�{ ' ♦i 1 O '� I wig nALLIANT 233 Park Ave S. Ste 300 v 1 v �>l ° < �,- • Mmneap011a MN 55415 t 612.758.3060 ww 612.758.3099 r,u ♦ A _ v v /- - t r' i� X 1 Q.- w .alliant.inc.com q, \- 4$ 8 o A s J El LU �I 1 v __ �Y� v// Y / auw s r rr r rf I �•�1( I / 'op \ W jam. 'v' `1b+90 t5+0_0 I+`1p/ 1 `� \ `i ` I- W li / r� 4 i i i r I�\ ./r I 1 t \.\ 1• \, rt k Z �c z to O Lr .t I/1` `✓ / d03=\, o+oo v/ / /1 5� Z 8 �'A ice. �� W Vii d Z r__ vr, ♦,I[� '"�\Vll w.a� `I �� r/ 1� r �1 v1 oz Q W -/ • \ .,:p �'_JY' ( \\ -'r i ,W+ '� f ",� { ,�✓' 1,/ v ~r J+' 1, '� 1 I \ r— '\ \ ,, a� \\ O In= Zcc ' ! ' /'� k+Y _\ _I. 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FOax— rro�ur In :u-Y1os 14 .� ----- _______ __ _ 0'a -- _r 41 IR — s•a 41 of 47 TREE INVENTORY & CALCULATIONS iAG D.BHIIXI COMMON NMIE 86AOVE NOf6 lYil S6 NM En �T..., mot 16, 598 Gden 2111 11 2002 64 1X1 21121 2113 1-- IBI los[ 389 11 CtlamdaWx sanr¢ x _ San u fiioaao8x saru¢ illi WE 12 10 MRs 18 Cdoado8x sa.v¢ x 10 AIDS 12 Ctlocamel+esav¢ % 12 D ADD m cdaam Bl+e Sav¢ x _ 17 16 11x8 I in cdaado alxsa.¢ IT - XBsm x caoaao elx saY¢ X 11 2m0 a Cdamm el+e »v¢ x 17 Mel 11 Cnlomm Bl+esam¢ % 17 N 10 12 2812 11 Wader 2129 zlw 2121 10 12 106 1683 Eli Swsu W Iwv,B'adr 2132 12 21N3 12 ASI 2133 27 21114 20121015 S Wllmv 2138 A25 2017 s Willow 2136 ID 2316 u bs Dder 2136 II37 IB 16 2017 u M.V&r 1f8 2139 m X MBe 1D M.Ii 210 11 389 1D b.1i 1141 2142 u Il WOO 12 Comm ma x u 7 2a1 u Ash x u to 382 14 Quaki As % it IDH 19,1410A WackWBown 110 X "A 13 Gee?Asir 2148 IT 2025 ll 8x1kW low 1149 1 u 2150 11 W Bder ypdp MVS 13,129A7 Wxk WPI saw 12,11 12 yw.a0d yelp 2141 u Silver e x yadp mO8 16 Scia"Pix x ba Eder mx u Douglas Fur x Mid Niak¢ 2030 M Smldr Pix x _ Bw Ede, yEap ml IS Now Sainums, x M 1602 I li IN"Re Ced• x Baaswaod 1183 IS W Eder 1 74 Triad m34 SOMA.C. w 10 SO as"i t X35 24Wader 2154 - 15 bd OR, 208 16 Green Ash 10,4 10 Basssamd Basw9d X07 a baeder III W vii 2418 u b%eller a 96 Boz Ede, Fps Bder Xis Is bxeder 12 a bs Elite, bsswoad mm u W Eder 12 12 N—Sara¢ SH am laf N Commvod 13 Red Pix 3N2 m Wad WI'.Ow u Baswod X143 3SRA cmbmwmd 13 bssw.0od DMO 2 M14 Co[mnwWd 12 10 Eastern Red Ced• 206 0 BasswoW 10 yelp MN6 in XIfkO. 9 910 yedr llar Cawaad ;IDC` m Red Mi e 16 12 Calmwaoa M. Eder MIN ID Baswod 13 t0 b. Bder A -Ii :206 764 midiiamir la 11 10 IBI Colrrtlo9lx WI¢adaBxS u¢ Cd wdoBlues ColoradoWxs ruha I MA 13 Baa Waer 12 11 10_ ColmadoWxS u¢ COlpado 81x5 ure [yss9-n ffi1 18 W Oder 12 11 - Cmnmraodn QMNI,. As n 1662 Xfi.6 III 'a 10 COIadoWxS ru¢ ffi3 96 BYvm Po is u 11 Colado el:S u COl o,do Blxs u¢ 1064 u yEder x 218 u AAEs 10 2X12 10 165 98 ba Sider 2X13 - m56 IS liflaisaing am LIMA 2X 2206 12 la 1t 367 11 Fazmm Red Ceder 2X17 2X8 11 11 X63 sit Nle ]El9 2110 a 116 2(69 13 Basswod 2111 14 XCO m sliIaem 2112 10 ffi1 X Ba wod n13 17 MI62 12 Basswood 2214 1115 10,677,9 16 Amu,M4 'e W pde, � ED Boa nae. 1116 n17 11 _ - 14 265 mea m Bannerol 1118 14 203. 17 Baa4wOW 1119 2110 7221 Il IS - 11 BB6 t5I bs eller 1112 206 u Nish 208 16Sumairklan. Basswood MI9 m Boaeder Graw:n ra le WROMMINalther MFA III MR oder _ 16!)1 16 Wxk Wllaw X22MK7 M5,3Buswod u R'.ver x _ X173 ) swam W k x X74 1 7 Wil. S Wllow x 2(Q5 W Swerw Whew x 2X16 1411411.3 s WIIow x 20)7 u Wad Wllaw 2I(P8 D Work Wllow X29 u Wank Wllow MIX aWerk Baswaad ffiI a = Wad Wllaw X102 u Wash Wllow A83 16 Bmra A1114 u baethixr Me5 u U%bBcder MIBb 10 Boaaaer TRF 10 G-eanAsh MIfiB X en.- Eder 2089 Jali kande, Kltnlemmed lealersY +d 12115th 289 14 INKIII M 16 maxii % 392 Kim A.am % tled 2DB3 X Wi em X 21)4 u Wad Wliw W b m MBS X Calf¢rwootl I X MB6 I a Wad Wllow sMaWard 2l10•elmt 206! X Flummerin,Cab MBB 11 Fbweri Os 299 9 Fbwed Cmdb 2100 u Flowed Oeb 2101 74 WDder MrF4.Yenmea leadersare ulMnNae d zlox IS yader 2104 X Boapder 2106 ll Baader 2106 IS SA,k WI'ov; 2182 2= 14 10 Boa Elder eon oder _ _ 21M 14 W Dder TAG DB.NIIN) COMMONIWNS IEMDVE MOTB 2111 11 b. Elle, 64 Basswod 21121 2113 1-- _1_3 11 _ - Baa Ode, Baa Oder 111 98 Basswood As. a ypdp ll 77 Basswod illi WE 12 10 Boseder yelp 9 33 Basswod 2117 10 SII em 11 _ - 2118 2119 12 D Bos Oder Boa Oder 74 Basswod 2120 =1 _ 17 16 yBder 1. Oak III Basswood 2322 14 Redoak x Basswood 2123 11 Wv Oak x G.xen AsM1 2]21 17 Whadisi x Green Ash 2125 nib 2127 Zu8 17 N 10 12 MeckWl'ow in As Basswond Blad Walnut x x % % easaN9d 2129 zlw 2121 10 12 106 yy Bde' eaort rade, x x X in. 2132 12 ba Ode, I % Elm 2133 27 COMMY.nod 11.654 fiaswoaa 2138 Colonwnad I 1013 Deersbd 2136 ID Colmwood 16 BLkstemleadersare unioxdrt d 2136 II37 IB 16 Ccloawootl C.-O0a SO WSite Pine 1f8 2139 m X Catsaawod -- b. Bee. W 10 Smloi Pira: 210 11 Boa Ede, 14 1i am 1141 2142 u Il SI4ak I&I ba Edw x RiverWnh 2141 u 7 M. Eder X Wads , am nos u to yBdp ia&.. ll Whisasnram 2146 it yBde' 13 6i,TcalthAsIsan 110 X M. Eder IBI 2148 IT M. WAIT u Swarldhiz 1149 1 u 2150 11 W Bder ypdp 2X9 u 2121 2152 12,11 12 yw.a0d yelp 2X0 u 2153 11 yadp 2351 11.10.9 2154 10 ba Eder 2362 1 1155 2156 0 It Mid Niak¢ 2363 37 1157 2158 _ 21 108 _ Bw Ede, yEap 2364 m 2159 1212 M 2365 Mie memmds IIs ,mord 2160. 62 Baaswaod 1366 Ilullammill m'rieadendam Ml on 2161 1 74 Triad 236) SOMA.C. 1162 2163 10 SO Basswood BrosNaad 2368 A6od 2154 - 15 bd OR, 2369 urp0 2165 2166 10,4 10 Basssamd Basw9d 11am271 2168 III W vii ssaa2372 AT nm a 96 Boz Ede, Fps Bder a2323 2171 1172 12 a bs Elite, bsswoad ans2374 II]3 2121 12 12 N—Sara¢ SH am Xak2375 117- 13 Red Pix 14ak22376 2176 u Baswod um2371 2177 13 bssw.0od 877ad2316 2178 2179 12 10 Eastern Red Ced• uA's2329 2180 10 yelp % SDTA 2181 2182 9 910 yedr llar Cawaad x % 15 E18i 2181 16 12 Calmwaoa M. Eder X x u 2185 2185 13 t0 b. Bder A -Ii x is 2187 2181 2189u 2190 261 la 11 10 IBI Colrrtlo9lx WI¢adaBxS u¢ Cd wdoBlues ColoradoWxs ruha I % x % % 8 2192 2193 21941 12 11 10_ ColmadoWxS u¢ COlpado 81x5 ure [yss9-n % % x 11.7 2195 2196 12 11 - Cmnmraodn QMNI,. As n x % A 2197 10 COIadoWxS ru¢ % 13 2198 219 u 11 Colado el:S u COl o,do Blxs u¢ % MI X x 218 u AAEs 10 2X12 10 C.Iai lxs u¢ Col¢daBlxS u¢ Cgarw{oWxS u X x % ,awnAdr 2X13 87,6,5 Amer'an Ma e % LIMA 2X 2206 12 la 1t Cd¢adoWxs u COI¢aaoms u Wok r X X X 2X17 2X8 11 11 Gploredot me Cmade Wues u¢ % % ]El9 2110 a 116 ColoradoWx WaSSONAGA X I x Double Stem 2111 14 F;GAASTNRchRET I x 2112 10 Bur Oak I lr n13 17 BalernRMCedx I X 2214 1115 10,677,9 16 Amu,M4 'e W pde, x x 1116 n17 11 _ - 14 AI nav Bm Bm Bae• % x -. 1118 14 Ma le X Basswood 1119 2110 7221 Il IS - 11 Bak5+¢ _ _ Batlr Spvu• Bads �+ ¢ % % x Basswod 1112 1,31 ss R TAG M&NIN) o1AMaa"ME OE81WE NolES 2334 64 Basswod x n 2335 111 98 Basswood X 2336 ll 77 Basswod X > 287 9 33 Basswod x 2338 11 Basswod x Z 2 MIS 74 Basswod X r 2340 III Basswood x I > D41 96 11 Basswood % p 2342 u G.xen AsM1 cD 2313 1%8 Green Ash i 2316 11 easaN9d 23415 11 in. LL 23416 10 Elm x 2347 11.654 fiaswoaa x 2346 1013 Basw[.d % 2349 16 Md Oak X MD SO WSite Pine % 1351 10 Smloi Pira: % 1152 14 1i am x 2353 ims RiverWnh X 23541 X Wads , 2365 ll Whisasnram 2356 13 6i,TcalthAsIsan 2X7 IBI L8I osty 2358 u Swarldhiz 2X9 u SARMMi x 2X0 u SII Om x 2351 11.10.9 1Mder IT 2362 1 Ma le x 2363 37 Mdaak 2364 m AEm 2365 X Wad ONN 1366 m Aam 236) SOMA.C. en, Oeaa 2368 A6od 2369 urp0 11am271 ssaa2372 a2323 ans2374 Xak2375 14ak22376 um2371 877ad2316 uA's2329 SDTA mile 15 SE, I Dai mf— mi u Green Ash 1 2382 IBI Now=2711 2383 u Wad Crier % 2364 11.7 A % 2386 A SMR114,11, z 2386 13 Nxkber, % 2367 MI 6reenAsh x 238855A. ,awnAdr x I 2369adwale % 2390assas'ANd X Dawd 2X1mswaad x 2392asswood 2393mwoa ■ 254aswod x ZEselp 23%NA. x X 2397Elm 288adeener x x MOD. le f m XiaopS 2103 Basswood 2402 ED 33 Basswod 2403 ss Basswod 2404 SO Basswood 2406 9)66 Basswad Graw:n ra le WROMMINalther 2406 12 Bar Eder _ 216] u W Eder 2418 M5,3Buswod u Bsuwo¢1 _ AID Nip u BasOAN b11 D Basswood ood 2412 31 Sliatimari 2413 1 Md Oak 2414 u a Md Obls 2YtLS2m 11 Basswood 2416 8 Bmwad 2,117 X Baswaad 161 u Bnswoad A19u Basswoo d MD 2.0 u Basswod 2421 IBasswood 2411 X Bmsword 2423 9.9Boswell 241 u lmwod 2Q5 m sushMase 1(ifi m Bmwrrd 12x) u eas4Yaad 24128 11 Wa e % 1619 f Em % MW X ED W od X Ml I IW W b m 1632I ll I Bmwad I X W- aFHORS 7158 6 WID®1BLE TO YO 11068 i sWFNra ON - MEET 6Na( w57aMINlr av - ma1Ls amc mu Or aw7Y No NO, ONI - Df1151[S 11FE 9r0�1O 9G6 [f O.WA2 DEY TDM - POrDN.S w 112E mAr xAs Insr ns 1EW/IAa sm IDpErt v sEM - COBS SF78m13 OAA 1155 w 1 SI.aIE (r M4L FJTEn CYE m w D NF DR Y LT wF6TENAME pEnf lE \� COT - TENORS A Y¢TR£ DEAD D MIN( PANDOT N AL WT GENIE NOMFD. (T oaa - mro5s 9veNuxT OFED ure wm PmwnA1 FOR Sf➢MATO! FO �\ GONOTpOGTC PRT FOS, GONYEA HOMES & REMOOELINGS 1000 ECONE AVE N, SUITE 400 GOLDEN VALLEY, MN 56427 OFFICE: 7637324500 FAx 763-432.4501 d` ALLIANT 233 Park Ave S. Ste 300 Minneapolis, MN 55415 612.758.3080 NA82 612.758.3099 FAz ...alliant-inc.com f Z O H Q IZ W Lu W tr nanbr 4wNry mm this plan •w611-N.n. a, rapod w a..perad by in. odor mr •.1X1 inion and Mol I fa duly uonaada dOFE551UNA ENGINEER under . mora o1 m• Smra or MINNESOTA NYR MUAX. PE Mala umw No. OIIAUIT ASSVRAWCE/Cartes. in wrt DATE 632E 6 -)FIB On' AINNFAL PROJECT TEAM DATA oE90@ W DRAT m Mai Mk 218-0f 11 42 sH¢r 42047 n J d M a o n k z >< a GOD 2 > GO N m CC 0. O Z 2 5� r z a > $ = 5 p AM a z cD J i W O !)s z LL m u LL H nanbr 4wNry mm this plan •w611-N.n. a, rapod w a..perad by in. odor mr •.1X1 inion and Mol I fa duly uonaada dOFE551UNA ENGINEER under . mora o1 m• Smra or MINNESOTA NYR MUAX. PE Mala umw No. OIIAUIT ASSVRAWCE/Cartes. in wrt DATE 632E 6 -)FIB On' AINNFAL PROJECT TEAM DATA oE90@ W DRAT m Mai Mk 218-0f 11 42 sH¢r 42047 TREE INVENTORY & (-AI r111 ATInNC TAG O.aH(N) OOMMONNAME R9pyBiNO1BE 219( 2433 10 Basswood x U 2Q5 7,6.6,5 WwrH4r X "eCmb X36 1843 RiveraN3r X M7 8,8,7 Wvera� x 21ID ]Hll 2438 965 Wver Wrrh % ss 1449 7,6 5,3 WxOe Birch x A.U. 2440 ml a 74 1 6 RnGrII Wve1an:he X x -- 2442 U Green Ash % X13 U GreenAN X U 2ew HIS v 14 Green,w Green AN x x A.D. 2M6 5'" LIINNITYpm x Dead M7 99. ) SII PAYE. x 1MB EMR 6 ]0 EmhlC.MeGud Green Ash x A 260 U Green AN x A.pma 261 m Greermh X 262 U Green Ash x 263 10 Green AN x -- EFA 10 GreenAN x A.UnN 265 10 GreMAN x 856 11's Ow.. x 28X 406) 916 QjaA7ftAWn x 11 ESB ))6 "axed Creb x 269 10 Uxi x 2460 9 Elm X E2 BD ml U Rd Oak x U 1i X62 1O AN x Hoa Ewa, ;ides m BurOax A 2464 9 Narkber x 22144 X65 l0H BaswOd X Hon"der 2836 12 dln lO HaGii x 2468 v R¢ e x 2840 869 U Red Oak x ID 810 1O BOrw AN x G 2n1 10 Har Uder ■ HU 107 BU Elder % IDM Ina DAB Aed Oak x Mumstemmed Eno 17 Suit, W1,1G v Apr Adm 2n5 U Bw USE, SibedanUm W6 U NNG, n" 1846 Enl 19 kner ed % 8 828 U AN 6 OM Eng U Men st em 248D Is I", GremAN 284 i z6t Is 2855 6 X840 U Ne b a &WCA 263 14 Red Oak % X84 1 14 sward Wllaw 2!359 265 10 Shudei see - 24B6 U Green Ash 14 Sli Em .7 10 GreMAN SH.,,Em H6 1O dad Cher 2164 644 )335 )336 7356 7W MIS X89 10 511 em 260 181 N.N-139(2 891 U Ped Oak % 282 U ka, Red Oak x 893 H CA x 2491 14 "oNerin Crab A 265 IO Coaumvood x 266 10 GreenpN 207 10 Green ASM1 2098 U Greenbh 2499 v EnwN 2500 v GonmMoad 1501 10 GirGnAdh X 2502 10 Green AN x Me lase, Lberisrem A 2504 U ExsRm Red older A EAS 10's [rime. Red Cedes X 2506 98 SlberiNrBm X iQ; I 1G Bm Uder X 4008 14 Ndro X 2589 10 bstem Red Cedar I X 810 10 Blar A4 Ie MIT 14 su - le SU 10 u - le 813 U, Md Oak 814 U R— ", WN ass 39 Su,'Wple 816 14 Su 81) U Su e MIA 14 Hlcko 819 12,10 Ped Oae % me 10 SM., Wle A ]SEI U Suite, Wle % 243 243 10 U SEI.kX BaAChr258 _ la7 Ikd Oak8246 U SibmiM Dm ]0 Ike Oak=7 Green AshE2B U aNkU RONen Crab2530 10 BAMwcd831 U Bae ElderST2 U Bad Cher2133 U B.Au d2531 10 Basswood835 10 Basswad836 U RocaDm4637 U Iti2538 U AshSig 1] Baeswnd BY LNCd254 U Bill Cher 154E 1O Beadw.h.t x 813 766 BaSwod X TAG O NBIQ comm O NAME 'REMGWE NOTES 219( 6 W,-Tep,e Z96 U W,iM SG MG, E)T 1 H "eCmb IAB Vi BOA acler Go. SAA S A. U. iDeatl 21ID ]Hll 31 31B A. U. Oak i i 2mz ss midX peer IDN U A.U. U 9i Em 21[5 21116 31 10 ar OM •Moak 21 &MOM U A. Urn A.D. m 321 White Oak Dead 11 xi 010 B10 IM�4 A.em 10 A.pma aoe Oder lO R 'Um20 U Rei Boa Elder 2110 IS 11 9eOder WeOder _ AID U A.UnN 281 U A.Um 214 U A.Um 28X 10 e Eder IDES 11 W Boa Oder 2127 U slAEm U A.D.B Rd E2 BD au m Ad am U 1i ax 2831 Hoa Ewa, dee .,dv ,a eau n EM RA 22144 12 U wereder, Boa Uder 2835 Hon"der 2836 12 282 14 w suX Oder Boo Ude, 288 14 Gree,AN 2840 11 Ueer >eb ID W. Hoe Ode, 2811 IS G 21O e, aii an Elder AMB U U BA Ewer IDM U A_em 216 U anader 281e v Apr Adm 21n SibedanUm 216 U A.D. 1846 14 A.D. 260 8 A.Dm 283 6 OM dead ad .utr, 285E 10 st em 7g3 a Hw Oak 284 i E sro* 2855 6 A.Bm a &WCA 28) ID While O.X 28rB E Mcd Oak 2!359 U Bw Gak see t0 SIi Em 2861 14 Sli Em deadmrdbmke,' 6 12 SH.,,Em 283 11 Ml Fm 2164 644 )335 )336 7356 7W MIS 11 16 1210 10 U 10 23 vi Em Red Pak Green ANNob WeaN Basrxod BNSYNOOd BmsNaod _ N.Opufai _ IRo,trro.:d2 - Nob ',tno.ld, Nab 'nt nn.lei N.LMIG,In. idjy _ INOb ",Ino. Id KEY W - " NITIS 7MFE IS 91CUPl6E m NRA Tedi, E SWTANY 1H - LEFT BIM. HIENM"ALT GY - BOgTFS 'A9BLE SONS 6 GMT, AND NOT pW - OpOTFS . SMA•IG SONS Or GAN. pW lip! - RN]1405 A lllF£ Midi NIS LMT IlS 1E1NaNAl STr IEAOEe SFX - AR.OTS(x. BAS" OR (£ OI A IIrtF Ix A S,A1E 6 OEvrE E1TER WE i0 .3HAq (P RiFS EMN)1 (AT - OENi A WLTPIE DIEM. TAM' NA IS AL OR BENYE INOLCED. ®1 - RNTF$ Saa61C.Wi OFI➢ lXB NIX POIENML iGR ¢➢ARAT(W PE�IEW ONt'Y �� P1:0iikN 011044 N U1 GONYU HOMES & REMODEUNGS IOOO BOONE AVE N, SURE 400 GOLDEN VALLEY, MN 55122 OFFICE 76s4324500 FAX 763 432-4501 ALLIANT 233 Park Ave S, Ste 300 Minneapolis, MN 55415 612.758.3080 MAIN 612.758.3099 EAx Www.alliant-inc.com n M N O Q ED 0 ED N M w Z Z g� Q 0 a LAI 3�i X oZ 0 In A LL M U ereEy c.Maa MW Mia plan, etlll p I III o npat w ...bm under 103 .... III, Ualon end Mot P euly L ENGIN PROFESSIONAL ENGINEER under In.Iowa of Ma Slab NI MIN uIXNE50TA I YWI RaLBOA IE lbl. pm. Xw DB/im AHSImkxm/DONT- OESBXFR laR oRAyak 4011 PMIBCT MEN 215-0119 43 SMEET 43 of 47 N iI D 50 100 200 scKiIN FEET ® i e 3 o ;EEDING NOTES: EDIO AREA am MIX MN STATE SEED MX 33-261. SEEMING RALE TO BE 14,5 LBS/ACRE (PERE UW SEED). NADW SEPT YIN, MN STATE gED MIX 35-221 (DRY PRAIRIE GENERAL) SEEMIG HATE TO BE Ws LBS/ACHE (PURE UW SUED). NN TR.TM ARE. SEED MIX MN 51A1E SEED MIX 3 ML 4IDMG RATE TO BE M L6/AIX2 (PURE LIK SMI). AmuyAaNy 4TnA MULCN 4EDED AREAS MEN Mr/WT TYPE 3 (VOLA CFRnnED WEED TREE) uuLa AT A HATE CF 1 TM PER ACRE MMIN 46 HOURS OE SEEDING. YULEP W ED 1NEN BE 05C NICXpim TO KEEP IT FROM BLO'MNG AWAY. DECIDING SHNL RE APFUED FROM APRIL 15 - LLT 20 OR SEPTEMBER 20 - FREEZE UP. F HYDROSEEONG URIIE J0 PROXMAIELT 500 GMLONS OF WATER PER ACRE PEER TO MN/DOT4£C 3a94 FON PROPER INST. 11GN OF NEMQ_SEED. JILL MEW SEEM USED ON THIS NIPBCT SHAu BE WREnED TO BE OF MNNESOTA ORIGIN BY TIE MINNESOTA CROP IMPROVEMENT ASSOOATON (MOA). 9R TO BE PREPARED BY LOOSENING TOPSOIL TO A MINIMUM DEPTH OF 3 INCHES 111E SITE TOR NNROAID OR RAKED FOLLONNG SEEDING AND THEN PACKED USING A PELT -PACKER M EQUIVALENT. g£ MNOOT SFIDING MMU& FOR REEERENCE MNNTMN SEEDED AREAS BY WATERING, REVULCHING AHD REPLANTING AS NECESSARY TO ESTMUSH A UNIFORMLY DENSE STAND OF THE SPEOPED ORA S UNTIL ACCEPTED. My AREAS ENUNG TO ESTABLISH A STAND SHALL BE RESEEDED, REERIDURED .0 REMULMED WENE'FR 70% WGETAEW QQWR IS NOT ACHIEKO. RESEEDING SHNONXU - RESPECTS CONFORM IN A RESPECTS TO THESE SP OVIRCATONS. ME OUNTRACIOR SHALL REPAIR ANY OAYAGE TO THE YORK NREAS RESULTING FRON EROSION AND/OR EQUIPMENT. THE CONTRACTOR STALL REPAIR DAMAGE. INCLUDING REGRADNG, RESEEDING, ETC. AS NECESSARY, BEFORE SGNPICWNT DAMAGE OCCURS. LOB ROM INLET TO INFILTRATION BAu R SH SHAPLUGGED DURING CONSTRUCTM MD DURING FIRST NU- OMNWG SEASON TO ESTABUSN WOETAMM. REFER TO YN STATE SEID MIX MMNUM. LEGEND PROPOSED DECIDUOUS OWASMIN' TREE, REFER TO PLANTING SCHEDULE ..L. "l`J0 PROPOSED CONIFEROUS TREE, C,�.�. REFER TO PLANTNG SCHEDULE SOE✓ROOT TYPE REMOVING IXMNAEMK TREE. GoPRDPDSED REFER TO PLVRNG SCHEDULE OYFRSTORY TEES GRENSPRE UNRN PROPOSED ONIIBTORY TREE AS 0 REQUIRED PER TREE MTKVUM1. O1Mr EXISTNG TREE TO REMAIN, REFER W ,-CROTCH TO TREE MITIGATION PWM. /©MEW SEED Mix /PONO SIDE SLOPES, MN SMO MIX 135 -221 -SHORT NATIVE GRASS POND S® MIX. MN $EEO MO 133-261. SIORMWAIEA SOUTH MMD WEST -IMINE .0... MTLIMTION BASIN MIX NEr UN STATE SEED MIX 133_262 SOE✓ROOT TYPE REMOVING - NATIVE 11 LARGE aWtDEA IXTCROPNNCS OYFRSTORY TEES GRENSPRE UNRN FIELD PILE ON SLOPE SE WOYJ{E 6OEA%E FOR WECOV MMWS f?.DItIG / lIFE PROIEOFA! WIS WERANDI OUTLOTA EHFETIMT WRETLAND4 DUTLOT D Tyr `/ PgJ1fN NNvPA9 ` 0 ^ja�CS)ON s 0014 PR�fo NOS PLANTING SCHEDULE M. NEr PLANTING NOTES SOE✓ROOT TYPE REMOVING -� 11 BE OYFRSTORY TEES GRENSPRE UNRN ..� /I 1. INEDULEe M^SW µ0 SEEDAR. ]H5 MOR TO NSTMLAIMN. NYML NM NAW.TaM- UG1p 2 STMS OR . Too aormto 'Gmanalm' W ,-CROTCH MACH AROUND RSTINGER OF ALL TREES ISOUTm noted I INGDMUE DENTIN SHREDDfO MFIENCCG MUNT 13 CN CCW OR HYMBERRY -i 50' M. % 5O' N TFiN caYalo '.—r NO V-tlNT]I 4. NAMING 60L 9YLL C01�T OF 1:1:1 FIECF IMYY lOPSOL PEAT M65S, Pn RIM SPY). 12 SM SUGAR MIME 23' G4. 688 BRFNOT TRUNK x GaMREIELY GIWAMFE NL MORN FOR A PDUW OF ONE YEW 9EQIMC AT TE D4TE CE ACCEPFNR£. Awr wadlomm 'Smodan' NO V -CROTCH WIQ NL HPI/LEYFMIS PROYPRv (AS PFA pEl'Ip11 GF MINER). .� RM RED VIAE 25 OL 8h6 SfPMGM TRUNK 6. NL wTERML SIWL CpINr WIIX TI uTEST EgfMN OF ,HE AYE2GN srf N FOR MRSER, SLOG, CMOON OF REMnI. AEWNIRF _AYEAKIR s J QMe ISO TUKnA1 'XnIKReC 1 7 u . ATREE TRUNKS SH41 BE WRAPPED WIM BRCMH CREPE TREE MRM. APRY MNP IN NT'UIBER AND o�� SO SlMP NINE OW 2a' GL B89 STRAGNr 1RIFN 50' M. % 40' x ✓�J^s� / OumaA fizela. ¢ A. Hil OMICKSE STATE ONE G AT fist-A54-W'J2 FOR UIG,NG /11 UWDMBAAID UTILITIES AND AVOID 45 -- IE90ENNL FRONT INRD TREES 25 M. B PILL EON gWfF N UPENN'r DURING THE COURSE OF THE PORK. 9. MWT/N NL PLWF DURING T INCLUDING OFMURANNIC. OXR iXE ONE OF ALCEPTNICE. AM (IEEER To TREE MIFXMMN NONE) 10. CNIAMRE MMOL XPOR NM fFIWK NMNCICR. 11.STNONG NU G,ENG OF TREiS OPTX ISE: MWTN! NDYNIESS OF TRESS FOR WNTM OF WNRMRY _ \ • v d tlEF� NORMAY SPRUCE 8' M. B&B FULL RN81 12 BIENo MEAS OF CIX6'fRUCIER UYDS At NICPIXIY UH6. Paw atin LUMMCi 10 T AVO MD OF M' IftNI PUN WIM ICOM CNSRIGE FOR 9 li MNM'AY RHE 5' M. BIB FULL FON GDESIGNMyo S,uEXN TO 9E ON ZDNES. USE PVN BIRD OD .1 PD $LD ANO BXRJB RESETS. SW ANO BXRUB S AND S lI Rnua .- IRRIGATION .00UDI OR APgYGtE MIME ITE rIR SeNdMIXTE METER FOR IR. ION SYSTEM. TX3N UN WON GOANL OR COMPACHOU NE R SITE AGNS SW31 E H DONINE ZONES, IFASTT2 RUN TINES IN SEEDED AREAS 9MUI0 BE REDUCED FOR THE IME SMUTS PENN INTER TIE EXERT 2 RF0R5 OF EST/BLISNYEM. 11 ..7-.Iµ Y 84.SW nR B' M. Bf0 NOH. FORM 14. SNEID N!0 WA91 ML PAVEDSW6Afl5 AW RESETS NL 0FBf05 1E9A1NG FROMUNDSCWE J Mies OOMrco L GPEDAIIMS 1S @IERK NEIRCIM SHNL Fp1DM 11E CpMM1/SFA1E 2l t FIiOaTOX NNIR0. SPF6%/OMMI f11R T-1 I - SB ORNAMEMK SERhCESURmr'Automn BrIarras' � i / g5TU1® NFA ST/9IIA1RN. NnelanXNer r 9mToro mel 34 RO SHRUBS REO TMGI'£D CIXRMWO 5 GNL MT 5 GIVES AT IE M. x 6' W. ,i^qC LANDSCAPE REQUIREMENTS Comma sericea BOAaP' M.9 5 _ - - - A i ,. REWIRED - 1 TREE PFR NT NNTR IN THE FRONTYMm By NOW @1l)FR 15' M. x 4' W. RE PRPtOET ,TE PFR 1➢T (48 TREES) M. SPEC 2 FG 2 .� A •Ww TI[M RFI3I RFYFNF I 3LJ 4 M. % 2S W. „ )� flEOUIRED 120 TREES. SEE CWCPY TRE£ COhl4'GE PUN / PRDACEO - 124 1REE5 INMENT !—� I YY� GREAI�MFIM4 9GRAVaNET IS A COLLECTOR MONG. THEREFWE BFFERiNp B 6 REWIRED ` REWIRES B ,s MN. BUFFER NIFA NTLI 2 DVD8Tp11' TATS, 4 UODSTORY TREES MD 6 SHROSS PER 100' LF. TOTAL WFFERYARD UORGIN - 17B LF. ALONG GRI PUNKS BWLLVAW AT A ]0' VIRGIN, r� THE SUFFERYARD YULnftRR M.4. TNOWFORE. MERE N2 2 OMASTMN. 3 UNDfASTWI • I NID 5 S RUBS REWIRED TO BE PUN ED N TUE MFFIDOGAD NEA ' I 1 PRNIXT - 2 P96TM. 3 COWERS, 5 SHRUBS 1\ II TREE MITIGATION: TMFS PER K T M`.Im W RESRNTu Hms /'� 4s FRONT TNDI TREES (MIEN rp tseup TO BE / L Br NONE BW1xA M NEW DOES` (VJ OWNISPO DU BED M WS TRESS AUNNN SUS YKLIN ER HMERO:ESi. AUTUMN WRI IBIUEN. NINA NR)L REQUIRED TREES SHALLEIRE SHALL R ANO CK NNE (257 INDIES N DIAMETER UME AS YEABJRm FRCY 9% (6) WOES AHOYE CRWN$. GROUND EES, WS TREES BMSF BMSAM FIR, $PN1LE NgfWAY MEYN1E / GENE NWIRED TREES SHALL R 6' PO, (IMS) AS 1 / YEA91NED FROM SIX (5) INONES ABOW GROUND. Tyr `/ PgJ1fN NNvPA9 ` 0 ^ja�CS)ON s 0014 PR�fo NOS PLANTING SCHEDULE M. NEr COMMON KWE/90CWIO1 NAME SOE✓ROOT TYPE REMOVING ( p W 11 BE OYFRSTORY TEES GRENSPRE UNRN 2Y G4, BRB STRAIGHT TRUNK W M. X 40' w. IL Too aormto 'Gmanalm' W ,-CROTCH z 13 CN CCW OR HYMBERRY 25 CN. BIB SRWGMT TRIM( 50' M. % 5O' N TFiN caYalo '.—r NO V-tlNT]I 12 SM SUGAR MIME 23' G4. 688 BRFNOT TRUNK 50' M, X eD x. Awr wadlomm 'Smodan' NO V -CROTCH WW 11 RM RED VIAE 25 OL 8h6 SfPMGM TRUNK 50' M. % 40 N M n J QMe ISO TUKnA1 'XnIKReC NO V-ORDTOI mo N W zz 19 SO SlMP NINE OW 2a' GL B89 STRAGNr 1RIFN 50' M. % 40' x W Z OumaA fizela. No V-CRORON 45 -- IE90ENNL FRONT INRD TREES 25 M. B PILL EON (IEEER To TREE MIFXMMN NONE) N RS d tlEF� NORMAY SPRUCE 8' M. B&B FULL RN81 90' M. IT 25' M. Paw atin 9 NP MNM'AY RHE 5' M. BIB FULL FON W M. X ]II' N. Rnua .- 11 PF 84.SW nR B' M. Bf0 NOH. FORM 60' M. % 23' W. Mies OOMrco 20 SB ORNAMEMK SERhCESURmr'Automn BrIarras' W M. BIB CWNP 20' M. % WIN. NnelanXNer r 9mToro 34 RO SHRUBS REO TMGI'£D CIXRMWO 5 GNL MT 5 GIVES AT IE M. x 6' W. Comma sericea BOAaP' M.9 5 51 SGSDA JUMPER 5 GL WT 5 GIVES AT 15' M. x 4' W. juniaeme soairw ' aandd M. SPEC 2 FG FwUxr Reed Gr® 3 GALWR 4 M. % 2S W. Cakmagrmtk Kwl Pevdx NOR OIMMTIES ON PUN SUPERSEDE UST OLLWMIES R EVENT OF OSOREPANLY. W�W GON OHOMESDELINGS 1000 600NE AVE N, SUIT£ 4W GOLDEN VALLEY, MN 55121 OFFICE. 763J324500 FAX 7634324WI a ALL.IANT 233 Park Ave S, Ste 300 Minneapolis, MN 55415 612.756.3060 . 612.756.3099 FAX NWN.alliant-inc.com n0Yc.N �.MN NIwpay, sp-I-aon Iwn a,.Pared by me a e.r my end P.^'nan and um I ua duly Joembad NDSCAPE ARCNIIECT ands the lav Of N. Stall all MINNESOTA MM MILLER, . AAA QUALIN ASSUIR NCE/CaNTWOL 1B]YiER MN OMNI YLY EpN(.'j IR 715-0119 44 S EEI 44 of 47 z g IL z O Q WW M n J QMe O W mo N W zz C ? N z Q o O LL S� Ed ED< N = ;;U 5 J iQ IL W Z n0Yc.N �.MN NIwpay, sp-I-aon Iwn a,.Pared by me a e.r my end P.^'nan and um I ua duly Joembad NDSCAPE ARCNIIECT ands the lav Of N. Stall all MINNESOTA MM MILLER, . AAA QUALIN ASSUIR NCE/CaNTWOL 1B]YiER MN OMNI YLY EpN(.'j IR 715-0119 44 S EEI 44 of 47 I B41ED_R 3Rla'vED DnR'� 109 l� 1AY1xtCxYr-re<xFuv' ,�sr..m.xcw,wmw. rws�'.m�rnwmuwnr�n �` �- .Tax. ®,x<s TO cxu.w a< m na°"".xssrmec. Nnona. wm.uiaNO"a.�o.Wr¢�.rc � � •.aveu wdacam .ead wxrcw. nva. ni..xn a�am.nxc wmne n-u'am ^'x""'r yam. swMur mrcx. noor<L.mnma Am... ..om< M®��� MINIMUM 1NEf 8PA06^ 6E BfTb . R yhe. OETnk L �� a�l-r NE r•eeWr3•eo\®. ENGINEERING NAE 5309 I PLANTING DETAILS FOR DEPARTMENT TYPICAL INDIMDUAL PLANTINGS J Ir....�wxa ae� Fudu v T xw.axess Ix C eueh S¢T' IS ZpC b 'hut ZGE 1pYN iEyRAdZgE O -W TO -20 CEO165 (i) "eye ®Ir AENS D: THE NAu . NGWE RIND P A E: PAN NG NTuI-S FOR }tx Q\ENG\9'ECS\SJIO pEpMTMENT 5310 STEEP SLOPES/MASS bE0 PLANTINGS r vRextrox DE -a g{pLµG r E SHELLER mien. �aY��°mowx R(MENT MOTECGM kink (JPTOY 2) GIMVG DETAIL—�� v�w�.a I0 ® Ilia 1-r I Fix MYfQvjNG\4is5\yll I 7 Me I flNl1NG MAL GTXUA PRG°" fOR 5 1A 1 ` iso- o.�fsb:m JAM wm.dms wr m•2Rs '"'a' 'a 9� ®s •a .o rsaat-7— mpm a'e� a ,wry r+.i uw�m+n V°�v eeb�arorzcw, xw ubt- M.N4Y1-10 I AE MNEQ\QT\TECS\ST] I � I.urc: STS I IEQTA1gX PRJIFLlg1 fET.LL GONYEA HOMES & REMODELINGS 1000 BONE AVE N. SUITE •00 GOLDEN VALLEY. MN 55CP OFFICE: 763A -4500 FM. 76343241501 ALLIANT 233 Park Ave S, Ste 300 Minneapolis, MN 55415 612.758.3080 MMN 612.758.3099 — Ymw.alliantAnc.com -i be n Q 'a 9� ®s •a .o rsaat-7— mpm a'e� a ,wry r+.i uw�m+n V°�v eeb�arorzcw, xw ubt- M.N4Y1-10 I AE MNEQ\QT\TECS\ST] I � I.urc: STS I IEQTA1gX PRJIFLlg1 fET.LL GONYEA HOMES & REMODELINGS 1000 BONE AVE N. SUITE •00 GOLDEN VALLEY. MN 55CP OFFICE: 763A -4500 FM. 76343241501 ALLIANT 233 Park Ave S, Ste 300 Minneapolis, MN 55415 612.758.3080 MMN 612.758.3099 — Ymw.alliantAnc.com ,..wy ...t, mm ml, IF ,vunwIn'or W-0. pRuM . 5y m xm.•m .. y ew.o eu,rN.mn .nd mm I gm a duly Used .Ds OE MCHITECT xnd.. yn. I. .f m...y. oy rxxcsoTA NMrAx .auR..a OUAISFY ASSURANCE/CONTROL 047 sI¢r 47 of 47 -i n Q fA J c m ^ z m N LU O U. 5 'i m U Z IL W D_ O Q J ,..wy ...t, mm ml, IF ,vunwIn'or W-0. pRuM . 5y m xm.•m .. y ew.o eu,rN.mn .nd mm I gm a duly Used .Ds OE MCHITECT xnd.. yn. I. .f m...y. oy rxxcsoTA NMrAx .auR..a OUAISFY ASSURANCE/CONTROL 047 sI¢r 47 of 47