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CAS-15_2017-15 REZ, CUP, VAR FAWN HILL OWNER: MARCOTTE
Document No. A654896 OFFICE OF THE COUNTY RECORDER CARVER COUNTY, MINNESOTA Recorded on -November 17, 2017 1:16 PM Fee: $46.00 1111111111111111111 Kaaren Lewis 654896 County 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 Fawn Hill residential development project to develop within the Bluff Creek Overlay District. 2. Property. The permit is for the following -described property located at 7240 Galpin Boulevard ("subject property") in the City of Chanhassen, Carver County, Minnesota: All Lots, Blocks and Outlots of Fawn Hill, Carver County, Minnesota 3. Conditions. The permit is issued subject to the following conditions: a. Outlot A, encompassing the large wetland area, shall be dedicated to the City. b. The developer shall install signage at lot lines corner and at the change in angle along the west portion of Lots 2, 3 and 4, Block 1 to demarcate the Bluff Creek Primary Zone. 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. 5. Lapse. If within one year of the issuance of this permit the authorized construction has not been substantially completed or the use commenced, this permit shall lapse, unless an extension is granted in accordance with the Chanhassen Zoning Ordinance. 6. Criminal Penalty. Violation of the terms of this conditional use permit is a criminal misdemeanor. Dated: August 14, 2017 03*005 STATE OF MINNESOTA ( ss COUNTY OF CARVER C CITY OF CHANHASSEN By: Denny lAufenburier, May B Todd Gerhardt, City Manager The foregoing instrument was acknowledged before me this I -�hiay of %, 2017, 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. Notary Public DRAFTED BY: City of Chanhassen P.O. Box 147 "` KIM T. MEUWISSEN 7700 Market Boulevard Notary Pubic -Minnesota Chanhassen, MN 55317 myc°'""",`°"`�' JWs, . 2M (952) 227-1100 I CITY OF CHANHASSEN PLANNING DEPARTMENT 7700 Market Boulevard P.O. Box 147 CHANHASSEN, MN 55317 (952) 227-1100 FAX (952) 227-1110 TO: Campbell Knutson, PA Grand Oak Office Center 1 860 Blue Gentian Road, Suite 290 Eagan, MN 55121 LETTER OF TRANSMITTAL DATE JOB NO. 11/9/17 12016-13 ATTENTION Jean Olson RE: Document Recording WE ARE SENDING YOU ® Attached ❑ Under separate cover via the following items: ❑ Shop drawings ❑ Prints ❑ Plans ❑ Samples ❑ Specifications ❑ Copy of letter ❑ Change Order ❑ Pay Request ❑ COPIES DATE NO. DESCRIPTION 1 11/9/17 2016- 13 Conditional Use Permit for Fawn Hill Approved as noted ❑ Submit ❑ As requested ❑ Returned for corrections ❑ Return ❑ For review and comment ® For Recording ❑ FORBIDS DUE ❑ PRINTS RETURNED AFTER THESE ARE TRANSMITTED as checked below: ❑ For approval ❑ Approved as submitted ❑ Resubmit ❑ For your use ❑ Approved as noted ❑ Submit ❑ As requested ❑ Returned for corrections ❑ Return ❑ For review and comment ® For Recording ❑ FORBIDS DUE ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS COPY TO: SIGNED: copies for approval copies for distribution corrected prints Jenny Potter, (952) 227-1106 If enclosures are not as noted, kindly notify us at once. SCANNED 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 Fawn Hill residential development project to develop within the Bluff Creek Overlay District. 2. Property. The permit is for the following -described property located at 7240 Galpin Boulevard ("subject property") in the City of Chanhassen, Carver County, Minnesota: All Lots, Blocks and Outlots of Fawn Hill, Carver County, Minnesota 3. Conditions. The permit is issued subject to the following conditions: a. Outlot A, encompassing the large wetland area, shall be dedicated to the City. b. The developer shall install signage at lot lines corner and at the change in angle along the west portion of Lots 2, 3 and 4, Block 1 to demarcate the Bluff Creek Primary Zone. 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. 5. Lapse. If within one year of the issuance of this permit the authorized construction has not been substantially completed or the use commenced, this permit shall lapse, unless an extension is granted in accordance with the Chanhassen Zoning Ordinance. 6. Criminal Penalty. Violation of the terms of this conditional use permit is a criminal misdemeanor. Dated: August 14, 2017 (SE,A L) STATE OF MINNESOTA ( ss COUNTY OF CARVER CITY OF CHANHASSEN By:- .4�� ZZO Denny ufenbur, er, May B Todd Gerhardt, City Manager The foregoing instrument was acknowledged before me this 114 -Nay of A ILAt a, 2017, 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. Notary Public DRAFTED BY: City of Chanhassen P.O. Box 147 KIM T. MEUWISSEN 7700 Market Boulevard �ry Pub�ic-MkWWMta Chanhassen, MN 55317 E'° jM Jsn 31' 20 If My c«mr• (952) 227-1100 2 August 30, 2017 CITY OFCHANHASSEN Chanhassen is a Community for Life- ProvidingforToday and Planning forTomorrow Mr. Tom Bakritges HP Holdings, LLC 6035 Culligan Way Minnetonka, MN 55345 Re: Planning Case #2017-15, Fawn Hill — Final Plat Vacation of Easement Dear Mr. Bakritges, This letter is to confirm that on August 28, 2017, the Chanhassen City Council approved: A. Final Plat for ten lots, one outlot and public right of way with Variances for a double -fronted lot for a single-family detached subdivision, and a roadway slope in excess of 7.0% subject to the following conditions of approval: Buildm : 1. Provide a 1:200 "clean" plat drawing. 2. Demolition permits required for the removal of any existing structures. 3. Buildings may be required to be designed by an architect and/or engineer as determined by the Building Official. 4. A final grading plan and soils report must be submitted to the Inspections Division before permits can be issued. 5. Retaining walls over four feet high require a permit and must be designed by a professional engineer. 6. Each lot must be provided with separate sewer and water services. 7. The applicant and/or their agent shall meet with the Inspections Division as early as possible to discuss plan review and permit procedures. SCANNED PH 952.227.1100 • wwwAchanhassen.w.us • FX 952.227.1110 7700 MARKET BOULEVARD • PO BOX 147 • CHANHASSEN • MINNESOTA 55317 Mr. Tom Bakritges — HP Holdings, LLC Fawn Hill — Final Plat/Vacation of Easement Approval Letter August 30, 2017 Page 2 of 6 Engineering: 1. The developer will work with the city address capacity concerns relating to the modeling of the catchbasin as described in #J2 and J4 of the watershed district's August 15a' comments (attached). 2. To provide draintile service where runoff will flow from the back to the front of lots, the plan shall be revised to include draintile between Lots 3 and 4 of Block 2, but inside one of the lots, so its ownership is clearly defined. 3. Lot 4, Block 2 grading plans shall be revised to grade away from the building pads. 4. 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). 5. The applicant shall submit the full SWPPP document to the city for review prior to grading on site. 6. The applicant shall meet the minimum requirements for stormwater set forth in City Code §9 -VII and requirements of the Riley -Purgatory -Bluff Creek Watershed District. 7. The applicant must obtain a permit from RPBCWD prior to final plat recording. 8. The SWMP Fee is $58,915.20. The SWMP Credit is $16,909.05. The net SWMP Fee due at the time of final plat of is $42,006.15. 9. Fawn Hill Road and Bentz Court shall be public streets, owned and maintained by the city after acceptance of the public improvements by the City Council. 10. The street plan shall be revised to callout right-of-way widths. 11. A $300 fee/light shall be collected with the development contract for electricity costs for the first year of operation. 12. All proposed driveways shall follow the city setback requirements of 10 feet from the property line. The driveways for Lots 2 and 3, Block 1 shall be revised to meet the setback 13. ADA compliant pedestrian ramps shall be installed at the intersection of Bentz Court and Fawn Hill Road. The pedestrian ramp at the entrance to Sugarbush Park adjacent to the sidewalk connection to the existing trail shall be reconstructed with the connection to be ADA compliant. Mr. Tom Bakritges — HP Holdings, LLC Fawn Hill — Final P1atNacation of Easement Approval Letter August 30, 2017 Page 3 of 6 14. Sanitary sewer shall be owned and maintained by the city after acceptance of the public improvements by the City Council. 15. The existing home on Lot 3, Block 2 shall be connected to the proposed sewer system and the existing mound system shall be removed prior to the acceptance of the public sanitary sewer. 16. Water main shall be owned and maintained by the city after acceptance of the public improvements by the City Council. 17. The existing home on Lot 3, Block 2 shall be connected to the proposed water system prior to the acceptance of the public water main. 18. Storm sewer installed with this subdivision shall be owned and maintained by the city after acceptance of the public improvements by the City Council. 19. Revise castings in table to call out MH that will take in stormwater. MH6 shall have beehive casting rather than curb grate 3067V. 20. The plan shall be revised to 4 -foot minimum sump depth for MH 3 and 6. 21. To avoid having stormsewer pipe in backyard easements, staff recommends routing the stormwater system down Bentz Court and up Fawn Hill Road rather than between Lots 1 and 2 of Block 2. 22. Water and sewer partial hook-ups are due at the time of final plat. For 10 units, the sanitary partial fee is $6,910.00 and the water partial fee is $21,470.00. The remaining hook-up fees will be due with the building permit at the rate in effect at that time. 23. City staff must approve Operations and Maintenance Agreement with the Watershed District prior to the applicant entering into the agreement listed a #J 10 in the August 15, 2017 email from the District. 24. Any location where drainage and utility easements will contain storm pipe shall be flagged in the field. 25. The applicant shall dedicate a drainage and utility easement across the EOF path on Lot 6, Block 2. Mr. Tom Bakritges — HP Holdings, LLC Fawn Hill — Final Plat/Vacation of Easement Approval Letter August 30, 2017 Page 4 of 6 Fire: 1. A three-foot clear space must be maintained around fire hydrants. 2. Street signs shall be installed prior to building permits being issued. Fire Marshal must approve signage. 3. Fire hydrants shall be made serviceable prior to combustible construction. 4. Fire apparatus access roads capable of supporting the weight of fire apparatus shall be made serviceable prior to combustible construction. Natural Resources: 1. The landscape plan, dated 7/14/17, sheet L1, shall be modified as follows: • No more than 20% of trees shall be from one genus — reduce maple quantity to 16 trees or less. • Individual tree species shall be no more than eight trees. • Due to alkaline soils on site, the following trees are not recommended: red maple, river birch. A revised landscape plan shall be submitted prior to construction. 2. Tree preservation fencing shall be installed around existing trees to be saved prior to any construction activities and remain installed until completion. 3. The following quantity of trees are required on each lot. Placement of trees are shown on the landscape plan dated 7/14/17. Block 1, Lot 1 six (6) trees Lot 2 eight (8) trees Lot 3 eight (8) trees Lot 4 eleven (11) trees Block 2, Lot 1 eleven (11) trees Lot 2 seven (7) trees Lot 3 eight (8) trees Lot 4 twelve (12) trees Lot 5 nineteen (19) trees Lot 6 fifteen (15) trees Mr. Tom Bakritges — HP Holdings, LLC Fawn Hill — Final Plat/Vacation of Easement Approval Letter August 30, 2017 Page 5 of 6 Parks: 1. Full park fees in lieu of additional parkland dedication and/or trail construction shall be collected as a condition of approval for Fawn Hill. Plannine: 1. Outlot A, encompassing the large wetland area, shall be dedicated to the city. 2. The developer shall install signage at lot lines corner and at the change in angle along the west portion of Lots 2, 3, and 4, Block 1 to demarcate the Bluff Creek Primary Zone. B. Development Contract for Fawn Hill; C. Plans and Specifications for Fawn Hill; and D. Vacation of Drainage and Utility Easements on Outlot C and Outlot D, VISTAS AT BENTZ FARMS. 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 Axf format and a digital copy in .tif format (pdf compatible) in Carver County coordinates of the final plat shall be submitted. A recent copy of the title commitment shall be provided. Electronic copies of the drainage model shall be provided. A $593,301.14 letter of credit or escrow for the developer -installed improvements, the $138,045.96 cash administration fee and the fully -executed development contract (Developer Installed Improvements) must be submitted and shall be submitted prior to scheduling a pre - construction meeting. A warranty deed transferring Outlot A to the City shall be prepared and executed for recording with the final plat documents. All current year taxes must be paid in full and any delinquent property taxes or green acres tax. Once everything is submitted, please contact Project Engineer Stephanie Smith at 952-227-1165 or by email at sbsmith(a7) ci.chanhassen.mn.us to coordinate the preconstruction meeting. Mr. Tom Bakritges — HP Holdings, LLC Fawn Hill — Final Plat/Vacation of Easement Approval Letter August 30, 2017 Page 6 of 6 Should you have any questions, please contact me at (952) 227-1131 or by email at bgenerous(aci.chanhassen.mn.us. Sincerel Robert Generous, AICP Senior Planner Enclosure ec: Kate Aanenson, Community Development Director Todd Gerhardt, City Manager Todd Hoffinan, Parks & Recreation Director Vanessa Strong, Water Resources Coordinator Jerry Mohn, Building Official Paul Oehme, City Engineer Jill Sinclair, Environmental Resource Specialist Stephanie Smith, Project Engineer Bob Molstad, Sathre-Bergquist CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA FAWN HILL DEVELOPMENT CONTRACT (Developer Installed Improvements) TABLE OF CONTENTS SPECIAL PROVISIONS PAGE 1. REQUEST FOR PLAT APPROVAL............................................................................SP-1 RIGHT TO PROCEED.................................................................................................GC-1 2. CONDITIONS OF PLAT APPROVAL........................................................................SP-1 2. 3. DEVELOPMENT PLANS............................................................................................SP-1 4. IMPROVEMENTS........................................................................................................ SP -2 5. TIME OF PERFORMANCE......................................................................................... SP -2 6. SECURITY.................................................................................................................... SP -2 7. NOTICE.........................................................................................................................SP-3 IMPROVEMENTS....................................................................................................... 8. OTHER SPECIAL CONDITIONS................................................................................SP-3 6. 9. GENERAL CONDITIONS...........................................................................................SP-5 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- l 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 OTHERBUILDING.........................................................................................GC-2 9. CLEAN UP...................................................................................................................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 F. G. H. I. J. K. L. M. N. O. P. Q. R. S. T. U. V. W. X. Y. Z. BuildingPermits...............................................................................................GC-7 Waivers/Amendments....................................................................................... GC -7 Release..............................................................................................................GC-7 Insurance........................................................................................................... GC -7 Remedies........................................................................................................... GC -8 Assignability.....................................................................................................GC-8 Construction Hours...........................................................................................GC-8 NoiseAmplification..........................................................................................GC-8 Access...............................................................................................................GC-8 Street Maintenance............................................................................................GC-8 Storm Sewer Maintenance................................................................................ GC -9 Soil Treatment Systems....................................................................................GC-9 Variances........................................................................................................... GC -9 Compliance with Laws, Ordinances, and Regulations.....................................GC-9 Proofof Title.....................................................................................................GC-9 SoilConditions................................................................................................GC-10 SoilCorrection................................................................................................GC-10 HaulRoutes..........................................................................................................GC-10 DevelopmentSigns..............................................................................................GC-10 Construction Plans...............................................................................................GC-10 As -Built Lot Surveys...........................................................................................GC-11 ii CITY OF CHANHASSEN DEVELOPMENT CONTRACT (Developer Installed Improvements) FAWN HILL talm Ig LI) AGREEMENT dated August 14, 2017 by and between the CITY OF CHANHASSEN, a Minnesota municipal corporation (the "City"), and, HP HOLDINGS, a Limited Liability Company (the "Developer"). 1. Request for Plat Approval. The Developer has asked the City to approve a plat for FAWN HILL (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, furnish 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 August 14, 2017, prepared by Sathre-Bergquist, Inc. Plan B: Grading, Drainage and Erosion Control Plan dated July 18, 2017, prepared by Sathre- Bergquist, Inc. Plan C: Plans and Specifications for Improvements dated July 18, 2017, prepared by Sathre- Bergquist, Inc. Plan D: Landscape Plan dated July 14, 2017, prepared by Norby and Associates Landscape Architects, Inc.. 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, 2017. 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 $593,301.14. The amount of the security was calculated as 110% of the following: Site Grading/Erosion Control/Restoration $173,577.50 (Including 3900 CY at $20/CY for topsoil) Sanitary Sewer $ 38,452.50 Watermain $ 36,065.00 Storm Sewer, Drainage System, including cleaning and maintenance $ 92,049.00 Streets $151,016.25 Sub -total, Construction Costs $491,160.25 Street Lights $ 4,000.00 Engineering, surveying, and inspection (7% of construction costs) $ 34,381.22 Landscaping (2% of construction costs) $ 9,823.21 Sub -total, Other Costs $ 48,204.42 TOTAL COST OF PUBLIC IMPROVEMENTS $539,364.67 SECURITY AMOUNT (110% of $539,364.67) $593,301.14 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 completed, (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: TOM BAKRITGES HP HOLDINGS, LLC 6035 CULLIGAN WAY MINNETONKA, MN 55345 Phone: 952-294-2123 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 $593,301.14 letter of credit or escrow for the developer -installed improvements, the $138,045.96 cash administration fee and the fully -executed development contract must be submitted and shall be submitted prior to scheduling a pre -construction meeting. Administration fee (based on estimated construction cost: 3% of $491,160.25) $ 14,734.81 GIS fee: 10 parcels @ $10/parcel + $25 for the plat $ 125.00 Park Dedication Fee: 9 parcels @ $5,800/parcel $ 52,200.00 Partial payment of City sewer and water hookup fees: 10 units @ $691/unit (sewer) + $2,147/unit (water) $ 28,380.00 Street light operating fee: 2 lights @ $300/light $ 600.00 Surface Water Management Fee $ 42,006.15 Total $ 138,045.96 SP -3 B. CONDITIONS OF APPROVAL Building: 1. Provide a 1:200 "clean" plat drawing. 2. Demolition permits required for the removal of any existing structures. 3. Buildings may be required to be designed by an architect and/or engineer as determined by the Building Official. 4. A final grading plan and soils report must be submitted to the Inspections Division before permits can be issued. 5. Retaining walls over four feet high require a permit and must be designed by a professional engineer. 6. Each lot must be provided with separate sewer and water services. 7. The applicant and/or their agent shall meet with the Inspections Division as early as possible to discuss plan review and permit procedures. Engineering: 1. The developer will work with the city address capacity concerns relating to the modeling of the catchbasin as described in #J2 and J4 of the watershed district's August 15`h comments (attached). 2. To provide draintile service where runoff will flow from the back to the front of lots, the plan shall be revised to include draintile between Lots 3 and 4 of Block 2, but inside one of the lots, so its ownership is clearly defined. 3. Lot 4, Block 2 grading plans shall be revised to grade away from the building pads. 4. 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). 5. The applicant shall submit the full SWPPP document to the city for review prior to grading on site. 6. The applicant shall meet the minimum requirements for stormwater set forth in City Code §9 -VII and requirements of the Riley -Purgatory -Bluff Creek Watershed District. 7. The applicant must obtain a permit from RPBCWD prior to final plat recording. 8. The SWMP Fee is $58,915.20. The SWMP Credit is $16,909.05. The net SWMP Fee due at the time of final plat of is $42,006.15. SP -4 9. Fawn Hill Road and Bentz Court shall be public streets, owned and maintained by the city after acceptance of the public improvements by the City Council. 10. The street plan shall be revised to callout right-of-way widths. 11. A $300 fee/light shall be collected with the development contract for electricity costs for the first year of operation. 12. All proposed driveways shall follow the city setback requirements of 10 feet from the property line. The driveways for Lots 2 and 3, Block 1 shall be revised to meet the setback 13. ADA compliant pedestrian ramps shall be installed at the intersection of Bentz Court and Fawn Hill Road. The pedestrian ramp at the entrance to Sugarbush Park adjacent to the sidewalk connection to the existing trail shall be reconstructed with the connection to be ADA compliant. 14. Sanitary sewer shall be owned and maintained by the city after acceptance of the public improvements by the City Council. 15. The existing home on Lot 3, Block 2 shall be connected to the proposed sewer system and the existing mound system shall be removed prior to the acceptance of the public sanitary sewer. 16. Water main shall be owned and maintained by the city after acceptance of the public improvements by the City Council. 17. The existing home on Lot 3, Block 2 shall be connected to the proposed water system prior to the acceptance of the public water main. 18. Storm sewer installed with this subdivision shall be owned and maintained by the city after acceptance of the public improvements by the City Council. 19. Revise castings in table to call out MH that will take in stormwater. MH6 shall have beehive casting rather than curb grate 3067V. 20. The plan shall be revised to 4 -foot minimum sump depth for MH 3 and 6. 21. To avoid having stormsewer pipe in backyard easements, staff recommends routing the stormwater system down Bentz Court and up Fawn Hill Road rather than between Lots 1 and 2 of Block 2. 22. Water and sewer partial hook-ups are due at the time of final plat. For 10 units, the sanitary partial fee is $6,910.00 and the water partial fee is $21,470.00. The remaining hook-up fees will be due with the building pen -nit at the rate in effect at that time. 23. City staff must approve Operations and Maintenance Agreement with the Watershed District prior to the applicant entering into the agreement listed a #J10 in the August 15, 2017 email from the District. SP -5 24. Any location where drainage and utility easements will contain storm pipe shall be flagged in the field. 25. The applicant shall dedicate a drainage and utility easement across the EOF path on Lot 6, Block 2. Fire: 1. A three-foot clear space must be maintained around fire hydrants. 2. Street signs shall be installed prior to building permits being issued. Fire Marshal must approve signage. 3. Fire hydrants shall be made serviceable prior to combustible construction. 4. Fire apparatus access roads capable of supporting the weight of fire apparatus shall be made serviceable prior to combustible construction. Natural Resources: 1. The landscape plan, dated 7/14/17, sheet L1, shall be modified as follows: • No more than 20% of trees shall be from one genus — reduce maple quantity to 16 trees or less. • Individual tree species shall be no more than eight trees. • Due to alkaline soils on site, the following trees are not recommended: red maple, river birch. A revised landscape plan shall be submitted prior to construction. 2. Tree preservation fencing shall be installed around existing trees to be saved prior to any construction activities and remain installed until completion. 3. The following quantity of trees are required on each lot. Placement of trees are shown on the landscape plan dated 7/14/17. Block 1, Lot 1 six (6) trees Lot 2 eight (8) trees Lot 3 eight (8) trees Lot 4 eleven (11) trees Block 2, Lot 1 eleven (11) trees Lot 2 seven (7) trees Lot 3 eight (8) trees Lot 4 twelve (12) trees Lot 5 nineteen (19) trees Lot 6 fifteen (15) trees SP -6 Parks: 1. Full park fees in lieu of additional parkland dedication and/or trail construction shall be collected as a condition of approval for Fawn Hill. Pl_ annin: 1. Outlot A, encompassing the large wetland area, shall be dedicated to the city. 2. The developer shall install signage at lot lines corner and at the change in angle along the west portion of Lots 2, 3, and 4, Block 1 to demarcate the Bluff Creek Primary Zone. 9. General Conditions. The general conditions of this Contract are attached as Exhibit "B" and incorporated herein. SP -7 CITY OF CHANHASSEN (SEAL) AND: Denny Laufenburger, Mayor Todd Gerhardt, City Manager HP HOLDINGS, LLC: M:3ikq STATE OF MINNESOTA) (ss. COUNTY OF CARVER ) Timothy J. Brown, Vice -President The foregoing instrument was acknowledged before me this day of , 2017, 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 , 2017, by Timothy J. Brown, Vice -President of HP HOLDINGS, a 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 -8 NOTARY PUBLIC EXHIBIT "A" TO DEVELOPMENT CONTRACT LEGAL DESCRIPTION OF SUBJECT PROPERTY: That part of the Northwest Quarter of the Southwest Quarter of Section 10, Township 116, Range 23, Carver County, Minnesota described as follows: Commencing at the West Quarter corner of said section 10; thence on an assumed bearing of South 1 degree 56 minutes 40 seconds East along the West line of said Southwest Quarter, a distance of 1213.40 feet; thence North 88 degrees 03 minutes 20 seconds East, a distance of 464.93 feet; thence North 1 degree 56 minutes 40 seconds West on a line parallel to said west line of the Southwest Quarter, a distance of 289.19 feet; to the point of beginning of the tract to be described; thence continuing North I degree 56 minutes 40 seconds West on a line parallel to said west line of the Southwest Quarter, a distance of 272.96 feet; thence North 88 degrees 03 minutes 20 seconds East, a distance of 818.71 feet; thence South 6 degrees 43 minutes 00 seconds West a distance of 276.11 feet; thence South 88 degrees 03 minutes 20 seconds West, a distance of 777.13 feet to the point of beginning. And That part of the Northwest Quarter of the Southwest Quarter of Section 10, Township 116, Range 23, Carver County, Minnesota described as follows: Commencing at the West Quarter corner of said Section 10; thence on an assumed bearing of South I degree 56 minutes 40 seconds East along the West line of said Southwest Quarter, a distance of 651.25 feet to the point of beginning of the tract to be described; thence continuing South I degree 56 minutes 40 seconds East along said West line of the Southwest Quarter, a distance of 562.12 feet to a point 1,213.40 feet distant from said West Quarter corner of Section 10; thence 88 degrees 03 minutes 20 seconds East, a distance of 464.93 feet; thence North 1 degree 56 minutes 40 seconds West on a line parallel to said West line of the Southwest Quarter, a distance 562.15 feet; thence South 88 degrees 03 minutes 20 seconds West, a distance of 464.93 feet to the point of beginning. Outlot B, C and D, VISTAS AT BENTZ FARMS, according to the recorded plat thereof, Carver County, Minnesota. 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 120 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. I -Iva Its CITY OF CHANHASSEN DEVELOPMENT CONTRACT (Developer Installed Improvements) EXHIBIT "B" 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 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. 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 perforin 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 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 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, materialmen, 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 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 1 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% 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 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 %z%) 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. 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 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 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. 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 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, 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 GC -8 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 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 .dxf & .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 MEMORANDUM C ITY OF C HA NH 33E N Chanhassen is Community for Life -Providing for Today and Planning for Tomorrow TO: Todd Gerhardt, City Manager FROM: Bob Generous, Senior Planner DATE: August 28, 2017 Z* SUBJ: Fawn Hill — Final Plat; Plans and Specification; and Development Contract Planning Case #2017-15 PROPOSED MOTION: "The Chanhassen City Council approves: • Final Plat for ten lots, one outlot and public right of way with Variances for a double - fronted lot for a single-family detached subdivision, and a roadway slope in excess of 7.0% subject to the conditions of approval; • Development Contract for Fawn Hill; and • Plans and Specifications for Fawn Hill." City Council approval requires a majority vote of City Council. EXECUTIVE SUMMARY The applicant is requesting final plat approval for ten lots, one outlot and public right of way with variances for a double -fronting lot and street grades in excess of seven percent for a single-family subdivision ,as well as approval of the development contract and project construction plans and specifications. BACKGROUND On August 14, 2017, the Chanhassen City Council approved the following: • Rezoning of the property from Agricultural Estate (A-2) to Residential -Low & Medium Density (RLM); • Conditional Use Permit to permit development within the Bluff Creek Corridor; SCANNED PH 952.227.1100 • www.d.chanhassenan.us • FX 952.227.1110 7700 MARKET BOULEVARD • PO BOX 147 • CHANHASSEN • MINNESOTA 55317 Todd Gerhardt, City Manager Fawn Hill Final Plat, Development Contract, and Plans & Specifications August 28, 2017 Page 2 Preliminary Plat approval for ten lots, one outlot and public right of way with Variances for a double -fronted lot for a single-family detached subdivision and a roadway slope in excess of 7.0%, subject to the conditions of approval. SUBDIVISION REVIEW The applicant is creating ten lots, one outlot and public right of way for city streets. As part of the preliminary plat, six outlots were proposed. However, to resolve issues with the outlots, they were combined with the abutting properties. GRADING Drainage The existing drainage of this site flows southwest toward the wetland. The Galpin Boulevard drainage ditch flows through the east side of the property south toward the Vistas at Bentz Farms development. The stormwater system proposes to route runoff to an infiltration basin constructed adjacent to the Vistas at Bentz Farms development pond. Todd Gerhardt, City Manager Fawn Hill Final Plat, Development Contract, and Plans & Specifications August 28, 2017 Page 3 INFILTRATION �.. ABSTRACTION• 95 CF SO HWL 958.44 \� FAWN -1 f BICFILTRATION BENCH FILTRATION VOLUME _ 24.853 CF t► k - The city has received comment about drainage concerns from the property owner of 7545 Fawn Hill Road, a lot south of this proposed development. The stormwater design includes a pickup catchbasin to pull the water from the Galpin Boulevard drainage ditch into the Fawn Hill stormwater system. The developer will continue to work with the city and watershed district to address capacity concerns relating to the modeling of the catchbasin as described in #J2 and 04 of the watershed district's August 15`h comments (attached). The applicant shall dedicate a drainage and utility easement across the EOF path on Lot 6, Block 2. To provide draintile service where runoff will flow from the back to the front of lots, the plan shall be revised to include draintile between Lots 3 and 4 of Block 2, but inside one of the lots, so its ownership is clearly defined. The applicant shall revise the plan to provide draintile at the bottom of the drainage swale on Lot 5 to CB7 or CB 14. Lot 4, Block 2 grading plan shall be revised to grade away from the building pads. 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 shall submit the full SWPPP document to the city for review prior to grading on site. No earth -disturbing activities may occur until the SWPPP is updated with all required Todd Gerhardt, City Manager Fawn Hill Final Plat, Development Contract, and Plans & Specifications August 28, 2017 Page 4 information. 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. RETAINING WALLS One retaining wall is proposed as part of this application. The retaining wall on the east side of Lot 5, Block 2 is an approximately 95 feet long and 4 feet tall boulder wall. The existing retaining wall at the temporary turnaround constructed as part of Vistas at Bentz Farms is proposed to be removed. Ilk STREETS The existing Fawn Hill Road north of this parcel was constructed in the early 1990's as part of the Longacres and Forest Meadow subdivisions. That road is an approximately 1000 -foot long dead end, which is longer than the current maximum allowed by City Code. The existing Fawn Hill Road south of this parcel was constructed in 2015 as part of the Vistas at Bentz Farms subdivision. This subdivision proposes to remove the temporary turnarounds at either end of existing Fawn Hill Road and connect the two Fawn Hill Roads. The city intended this connection with the approval of Forest Meadow and Vistas at Bentz Farms, and the staff reports for both previous developments discuss providing access to this parcel and connecting the roadway. Existing Road Stub lot, &I a Existing Road Stub The applicant has requested a variance from the 7.0% maximum slope for local roads for Fawn Hill Road. The 10% slope is required because the existing Fawn Hill Road constructed with Forest Meadow is at a 10% slope per the as -built. The plan shall be revised so the vertical curves of the roadway meet the City Code standard to have the curve length be greater than the difference of the grades multiplied by 20. The plans also include the construction of Bentz Court. Bentz Court will be a 278 -foot long cul- de-sac that provides access to three proposed homes and the existing home on Lot 3, Block 2. The street plan shall be revised to call out right-of-way widths. Fawn Hill Road and Bentz Court shall be public streets, owned and maintained by the city after acceptance of the public improvements by the City Council. Todd Gerhardt, City Manager Fawn Hill Final Plat, Development Contract, and Plans & Specifications August 28, 2017 Page 5 A $300/light fee shall be collected with the development contract for electricity costs for the first year of operation. RIGHT OF WAY AND EASEMENTS On the eastern side of the parcel, the applicant proposes to dedicate right-of-way for Galpin Boulevard to create a total 50 -foot wide right-of-way corridor. This is consistent with the adjacent right-of-way width. The applicant shall dedicate a drainage and utility easement across the EOF path on Lot 6, Block 2. DRIVEWAYS & SIDEWALKS All proposed driveways shall follow the city setback requirements of 10 feet from the property line. The plan shall be revised so driveways for Lots 2 and 3 of Block I meet the 10 -foot setback. A 5 -foot sidewalk is proposed on the east side of Fawn Hill Road. ADA compliant pedestrian ramps shall be installed at the intersection of Bentz Court and Fawn Hill Road. The pedestrian ramp at the entrance to Sugarbush Park adjacent to the sidewalk connection to the existing trail shall be reconstructed with the connection to be ADA compliant. UTILITIES Sanitary Sewer The applicant proposes 8 -inch sanitary sewer to tie-in to the existing 8 -inch stub south of the property under the existing Fawn Hill Road. Sanitary sewer shall be owned and maintained by the city after acceptance of the public improvements by the City Council. The existing home on Lot 3, Block 2 currently uses a mound septic system. This home will be connected to the proposed sewer system and the existing mound system shall be removed prior to the acceptance of the public sanitary sewer. Water Main The applicant proposes an 8 inch C900 water main to service the property. This water main shall be connected to existing stubs at the north and south edges on the property under the existing Fawn Hill Road. Water main shall be owned and maintained by the city after acceptance of the public improvements by the City Council. The existing home on Lot 3, Block 2 currently uses private well for water. This home will be connected to the proposed water system prior to the acceptance of the public water main. Todd Gerhardt, City Manager Fawn Hill Final Plat, Development Contract, and Plans & Specifications August 28, 2017 Page 6 To avoid having storm sewer pipe in backyard easements, staff recommends routing the stormwater system down Bentz Court and up Fawn Hill Road rather than between Lots I and 2 of Block 2. The water main will likely need to cross to the west side of Fawn Hill Road at the Bentz Court intersection to facilitate this recommended design of the stormwater pipe. Storm Sewer Storm sewer installed with this subdivision shall be owned and maintained by the city after acceptance of the public improvements by the City Council. Staff recommends reconstructing the pipe outlet from the Sugarbush Park and eliminating CBMH 11 as a cost-saving measure for both construction and future maintenance. The plan shall be revised to increase the depth of the environmental sumps to 4 feet on CBMH 3 and 6. To avoid having stormwater pipe in backyard easements, staff recommends routing the stormwater system down Bentz Court and up Fawn Hill Road rather than between Lots I and 2 of Block 2. The stormwater structures table shall be revised to show castings that will pick up water. The table shall also show MH6 with a beehive -type casting rather than the curb grate casting listed. Any location where drainage and utility easements will contain storm pipe shall be flagged in the field. SURFACE 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." The applicant shall meet the minimum requirements for stormwater set forth in City Code §9 -VII and requirements of the Riley - Purgatory -Bluff Creek Watershed District. The site is within the Riley -Purgatory -Bluff Creek Watershed District (RPBCWD), therefore, comments regarding the proposed surface water management are deferred to RPBCWD. The review comments from the Riley -Purgatory -Bluff Creek Watershed District dated August 15, 2017 are attached to this report. As of August 15, 2017, the District considers the application complete. The applicant must obtain a permit from RPBCWD prior to final plat recording. City staff must approve Operations and Maintenance Agreement with the Watershed District prior to the applicant entering into the agreement listed a #J 10 in the August 15, 2017 email from the District. Todd Gerhardt, City Manager Fawn Hill Final Plat, Development Contract, and Plans & Specifications August 28, 2017 Page 7 Storm Water Utility Connection Charges The calculated storm water utility connection charge shown in the table below based on the net area of the development and the development type: medium density residential. SURFACE AREA PER FEE ACRE ACRES FEE of NEW ACRES WATER Gross Area $9,690 11.64 $ 112,791.60 DEVELOPMENT ROW Dedication $9,690 -1.11 $ (10,755.90) FEE Outlot E $9,690 -4.45 $ (43,120.50) NET AREA 10.53 $ 58,915.20 The Vistas at Bentz Farms development received credit for treatment of stormwater at the time of final plat for areas north of the Vistas site, including a portion of the Fawn Hill area. Therefore, the Fawn Hill development can only receive credit for a portion of their site. They will also receive credit for treating stormwater from the north and east that is not presently treated to current standard. The fee and credits are calculated as shown in the table below. The SWMP Fee is $58,915.20. The SWMP Credit is $16,909.05. The net SWMP Fee due at the time of final plat of is $42,006.15. ASSESSMENTS Water and sewer partial hookups are due at the time of final plat. For 10 units, the sanitary partial fee is $6,910.00 and the water partial fee is $21,470.00. The remaining hookup fees will be due with the building permit at the rate in effect at that time. LANDSCAPING The landscape plan meets minimum requirements of the ordinance. The landscape plan, dated 7/14/17, sheet L1, shall be modified as follows: • No more than 20% of trees shall be from one genus — reduce maple quantity to 16 trees or less. • Individual tree species shall be no more than eight trees. VOLUME EQUIVALENT SURFACE of NEW ACRES WATER ABSTRACTION ABSTRACTED PER ACRE 50% CREDIT CREDIT BY 1.1" FEE PER ACRE 13,937 CF 3.49 $9,690 $ 16,909.05 The SWMP Fee is $58,915.20. The SWMP Credit is $16,909.05. The net SWMP Fee due at the time of final plat of is $42,006.15. ASSESSMENTS Water and sewer partial hookups are due at the time of final plat. For 10 units, the sanitary partial fee is $6,910.00 and the water partial fee is $21,470.00. The remaining hookup fees will be due with the building permit at the rate in effect at that time. LANDSCAPING The landscape plan meets minimum requirements of the ordinance. The landscape plan, dated 7/14/17, sheet L1, shall be modified as follows: • No more than 20% of trees shall be from one genus — reduce maple quantity to 16 trees or less. • Individual tree species shall be no more than eight trees. Todd Gerhardt, City Manager Fawn Hill Final Plat, Development Contract, and Plans & Specifications August 28, 2017 Page 8 • Due to alkaline soils on site, the following trees are not recommended: red maple, river birch. A revised landscape plan shall be submitted prior to construction. Tree preservation fencing shall be installed around existing trees to be saved prior to any construction activities and remain installed until completion. Based on review of the plans the following quantity of trees are required on each lot. Placement of trees are shown on the landscape plan dated 7/14/17. Block 1, Lot 1 six (6) trees Lot 2 eight (8) trees Lot 3 eight (8) trees Lot 4 eleven (11) trees Block 2, Lot 1 eleven (11) trees Lot 2 seven (7) trees Lot 3 eight (8) trees Lot 4 twelve (12) trees Lot 5 nineteen (19) trees Lot 6 fifteen (15) trees MISCELLANEOUS A three-foot clear space must be maintained around fire hydrants. Street signs shall be installed prior to building permits being issued. Fire Marshal must approve signage. Fire hydrants shall be made serviceable prior to combustible construction. Fire apparatus access roads capable of supporting the weight of fire apparatus shall be made serviceable prior to combustible construction. DEVELOPMENT CONTRACT The attached development contract incorporates the conditions of approval for the final plat and construction plans and specifications. A $593,301.14 financial security is required to guarantee compliance with the terns of the development contract relating to site grading, erosion control, the installation of public utilities, one year of public street light operating costs, engineering, surveying, inspection, landscaping, and topsoil. The cash fees for this project total $125,497.41. Todd Gerhardt, City Manager Fawn Hill Final Plat, Development Contract, and Plans & Specifications August 28, 2017 Page 9 PLANS & SPECIFICATIONS The applicant has also submitted detailed construction plans and specifications for staff review and City Council approval. Staff has reviewed the plans and specifications and finds the plans still need some minor modifications. Staff requests that the City Council grant staff the flexibility to administratively approve the plans after working with the applicant's engineer to modify the plans accordingly. The plans and specifications are available for review in the Engineering Department. Todd Gerhardt, City Manager Fawn Hill Final Plat, Development Contract, and Plans & Specifications August 28, 2017 Page 10 REVIEW CONDITIONS OF APPROVAL Building: 1. Provide a 1:200 "clean' plat drawing. *This condition still applies. 2. Demolition permits are required for the removal of any existing structures. *This condition still applies. 3. Proposed street name (Fawn Hill Road) is acceptable to the Building Official. *This condition has been met. 4. Buildings may be required to be designed by an architect and/or engineer as determined by the Building Official. *This condition still applies. 5. A final grading plan and soils report must be submitted to the Inspections Division before permits can be issued. *This condition still applies. 6. Retaining walls over four feet high require a permit and must be designed by a professional engineer. *This condition still applies. 7. Each lot must be provided with separate sewer and water services. *This condition still applies. 8. The applicant and/or their agent shall meet with the Inspections Division as early as possible to discuss plan review and permit procedures. *This condition still applies. Engineering - 1. The plat shall be modified to dedicate drainage and utility easements over the pipe from CBMH 2 to CBMH 12 to FES 13 and CBMH 14 to CBMH 7. The easements shall be sized to allow future excavation for a ratio of 1:1 (min) or 1:1.5 (preferred). Todd Gerhardt, City Manager Fawn Hill Final Plat, Development Contract, and Plans & Specifications August 28, 2017 Page 11 *This condition has been met. 2. The developer will work with the city to resolve the drainage at the southeast corner of the proposed development and the northeast corner of Vistas at Bentz Farms. *This condition shall be modified as follows: The developer will work with the city to Y-eselve the drainage M the southeast eemer- of the proposed development and the HoAheast eerneF of Vistas at Bentz Farms address capacity concerns relating to the modeling of the catchbasin as described in #J2 and J4 of the watershed district's August 15"' comments (attached). 3. The applicant shall submit a soils report indicating soil conditions, permeability and slope. *This condition has been met. 4. The benchmark location and elevation used for surveying shall be indicated on the grading plan. *This condition has been met. 5. Proposed spot elevations shall be shown on the grading plan at the center of the proposed driveway at the curbline and at corners of proposed building pads. *This condition has been met. 6. The plan shall be revised so that Note 10.A on the grading plan reads that disturbed areas will be restored with 6" of topsoil. *This condition has been met. 7. To provide draintile service where runoff will flow from the back to the front of lots, the plan shall be revised to include draintile between Lots 3 and 4 of Block 2. *This condition shall be modified as follows: To provide draintile service where runoff will flow from the back to the front of lots, the plan shall be revised to include draintile between Lots 3 and 4 of Block 2, but inside one of the lots, so its ownership is clearly defined. 8. Lot 4, Block 1 and Lot 4 Block 2 grading plans shall be revised to grade away from the building pads. *This condition shall be modified as follows: Lot 4, Block ' and Tot ^ Block 2 grading plans shall be revised to grade away from the building pads. Todd Gerhardt, City Manager Fawn Hill Final Plat, Development Contract, and Plans & Specifications August 28, 2017 Page 12 9. 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). *This condition still applies. 10. The applicant shall submit the full SWPPP document to the city for review prior to grading on site. *This condition still applies. 11. The plans shall identify the areas intended for stockpiling materials on site during construction. *This condition has been met. 12. The applicant shall meet the minimum requirements for stormwater set forth in City Code §9 -VII and requirements of the Riley -Purgatory -Bluff Creek Watershed District. *This condition still applies. 13. The applicant must obtain a permit from RPBCWD prior to final plat recording. *This condition still applies. 14. The SWMP Fee is $58,915.20. The SWMP Credit given for meeting the 1.l" volume abstraction is $29.457.60. The applicant must still verify that the 1.1'' abstraction is met for the site. The net SWMP Fee due at the time of final plat of is $29,457.60. *This condition shall be modified as follows: The SWMP Fee is $58,915.20. The SWMP Credit given for- meeiing the 1. 1 "velume abstraction is $29,457.60. The appheant must still ver-if�, !hat the 1. 1 " abstr-aetion is met for- the site. The net 93AIN4P Fee due at the time of final plat oris $29,457.60 -.The SWMP Credit is $16,909.05. The net SWMP Fee due at the time of final plat of is $42,006.15. 15. Both walls shall be moved outside the perimeter drainage and utility easements that will be dedicated with this plat. *This condition has been met. 16. The existing retaining wall at the temporary turnaround constructed as part of Vistas at Bentz Farms shall be removed. Todd Gerhardt, City Manager Fawn Hill Final Plat, Development Contract, and Plans & Specifications August 28, 2017 Page 13 *This condition has been met. 17. The Fawn Hill plan set proposes a 10.25% slope, but the developer's engineer shall revise the plan to achieve the 10.0% slope per the Forest Meadow as -built plans and the Vistas at Bentz Farms ghost plat of this parcel. *This condition has been met. 18. Fawn Hill Road and Bentz Court shall be public streets, owned and maintained by the city after acceptance of the public improvements by the City Council. *This condition still applies. 19. The street plan shall be revised to callout right-of-way widths and centerline gradients. *This condition shall be modified as follows: The street plan shall be revised to callout right-of-way widths and eenter-line gradients. 20. A street light shall be installed at the intersection of Fawn Hill Road and Bentz Court. A $300 fee shall be collected with the development contract for electricity costs for the first year of operation. *This condition shall be modified as follows: ^ street light shall be installed at the i„tefse .tion of Fawn Hill Dead and Bentz G ,,,., A $300 fee/light shall be collected with the development contract for electricity costs for the first year of operation. 21. All proposed driveways shall follow the city setback requirements of 10 feet from the property line. The driveways for Lots 2-4 of Block 1 and 3-5 of Block 2 shall be revised to meet the setback. *This condition shall be modified as follows: All proposed driveways shall follow the city setback requirements of 10 feet from the property line. The driveways for Lots 2 and 3,4 -Of Block 1 and 3 5 of Bleek 2 shall be revised to meet the setback 22. ADA compliant pedestrian ramps shall be installed at the intersection of Bentz Court and Fawn Hill Road and at the entrance to Sugarbush Park. *This condition shall be modified as follows: ADA compliant pedestrian ramps shall be installed at the intersection of Bentz Court and Fawn Hill Road and at the ent.-anee to Sugar -bush PaflE.. The pedestrian ramp at the entrance to Sugarbush Park adjacent to the sidewalk connection to the existing trail shall be reconstructed with the connection to be ADA compliant. Todd Gerhardt, City Manager Fawn Hill Final Plat, Development Contract, and Plans & Specifications August 28, 2017 Page 14 23. Sanitary sewer shall be owned and maintained by the city after acceptance of the public improvements by the City Council. *This condition still applies. 24. The existing home on Lot 3, Block 2 shall be connected to the proposed sewer system and the existing mound system shall be removed prior to the acceptance of the public sanitary sewer. *This condition still applies. 25. Water main shall be owned and maintained by the city after acceptance of the public improvements by the City Council. *This condition still applies. 26. The existing home on Lot 3, Block 2 shall be connected to the proposed water system prior to the acceptance of the public water main. *This condition still applies. 27. Storm sewer installed with this subdivision shall be owned and maintained by the city after acceptance of the public improvements by the City Council. *This condition still applies. 28. The grading proposed will route some of the Galpin Boulevard ditch runoff as overland, sheet flow to a pick-up catchbasin located on Lot 5, Block 2. The plan shall be revised to include a pick-up catchbasin within the right-of-way rather than routing the stormwater onto the residential lot. *This condition has been met. 29. The plan shall be revised to locate CBMH 4 outside of the driveway area for Lot 1, Block 1. *This condition has been met. 30. The plan shall be revised to include CBMH 14 in the structure table on plan page 4. *This condition shall be modified as follows: The plan shall be r-L-vised to inelude C-BM14 14 in the s4iieWfe table on plan page 4. Revise castings in table to call out MH that will take in stormwater. MH6 shall have beehive casting rather than curb grate 3067V. Todd Gerhardt, City Manager Fawn Hill Final Plat, Development Contract, and Plans & Specifications August 28, 2017 Page 15 31. The plan shall be revised to show velocities on the FES table on plan page 4. All FES pipe shall have non-erosive velocities (3.5-5.0 feet per second). *This condition has been met. 32. The plan shall be revised to remove the environmental sumps from CBMH 7 and installed on CBMH 3 and 6. This CBMH are preferred because they are downstream to catch more debris and are on the street for easier future maintenance access. *This condition shall be modified as follows: The plan shall be revised to r-efflove f.«fe maintenanee aceess- 4 -foot minimum sump depth for MH 3 and 6. 33. The plan shall be revised to show the entire storm pond that the development is using for stormwater management. *This condition has been met. 34. To avoid having stormsewer pipe in backyard easements, staff recommends routing the stormwater system down Bentz Court and up Fawn Hill Road rather than between Lots 1 and 2 of Block 2. *This condition still applies. 35. The storm crossing elevation at Station 1+25 shall be corrected. *This condition has been met. 36. The plan shall be revised to increase the pipe slope to FES 13 to 1.00% or greater per the MN Stormwater Manual to prevent ice damage to the pipe. *This condition has been met. 37. The plan shall be revised to use 15" RCP as the minimum stormwater pipe size for future maintenance access. *This condition has been met. 38. Water and sewer partial hook-ups are due at the time of final plat. For 10 units, the sanitary partial fee is $6,910.00 and the water partial fee is $21,470.00. The remaining hook-up fees will be due with the building permit at the rate in effect at that time. *This condition still applies. Todd Gerhardt, City Manager Fawn Hill Final Plat, Development Contract, and Plans & Specifications August 28, 2017 Page 16 Based on review of the plans, staff recommends that the following conditions be added: 39. City staff must approve Operations and Maintenance Agreement with the Watershed District prior to the applicant entering into the agreement listed a #J10 in the August 15, 2017 email from the District. 40. Any location where drainage and utility easements will contain storm pipe shall be flagged in the field. 41. The applicant shall dedicate a drainage and utility easement across the EOF path on Lot 6, Block 2. Fire: 1. A three-foot clear space must be maintained around fire hydrants. 2. Street signs shall be installed prior to building permits being issued. Fire Marshal must approve signage. 3. Fire hydrants shall be made serviceable prior to combustible construction. 4. Fire apparatus access roads capable of supporting the weight of fire apparatus shall be made serviceable prior to combustible construction. Natural Resources: 1. The minimum number of overstory trees required to be planted in the development is 81. *This condition shall be modified as follows: The minimum number- of eve.-ste y trees . . j to be planted in the development is The landscape plan, dated 7/14/17, sheet L1, shall be modified as follows: No more than 20% of trees shall be from one genus — reduce maple quantity to 16 trees or less. Individual tree species shall be no more than eight trees. Due to alkaline soils on site, the following trees are not recommended: red maple, river birch. A revised landscape plan shall be submitted prior to construction. 2. Tree preservation fencing shall be installed around existing trees to be saved prior to any construction activities and remain installed until completion. *This condition still applies. Todd Gerhardt, City Manager Fawn Hill Final Plat, Development Contract, and Plans & Specifications August 28, 2017 Page 17 3. The applicant shall install the required buffer yard plantings along Galpin Boulevard. *This condition has been met. Based on review of the plans, staff recommends the following condition be added: 4. The following quantity of trees are required on each lot. Placement of trees are shown on the landscape plan dated 7/14/17. Block 1, Lot 1 six (6) trees Lot 2 eight (8) trees Lot 3 eight (8) trees Lot 4 eleven (11) trees Block 2, Lot 1 Lot 2 Lot 3 Lot 4 Lot 5 Lot 6 Parks: eleven (11) trees seven (7) trees eight (8) trees twelve (12) trees nineteen (19) trees fifteen (15) trees 1. Full park fees in lieu of additional parkland dedication and/or trail construction shall be collected as a condition of approval for Fawn Hill. *This condition still applies. Planning: The applicant shall resolve the issues with Outlots A, B, C, D and F prior to final plat approval. *This condition has been met drawing;easement shall be r-eeer-ded ever- the wester -ii portions of Lots 2, 3 and 4, Bloek 1, Whieh were shown as Outlots A D in the prelimfflar-y plat The city will rely on the zoning limitations for the property, to maintain it as open space. 2. Outlot E, encompassing the large wetland area, shall be dedicated to the city. Todd Gerhardt, City Manager Fawn Hill Final Plat, Development Contract, and Plans & Specifications August 28, 2017 Page 18 *This condition shall be modified as follows: Outlot A li, encompassing the large wetland area, shall be dedicated to the city. 3. The developer shall install signage at lot lines corner and at the change in angle along the west portion of Lots 2, 3 and 4, Block 1 to demarcate the Bluff Creek Primary Zone. *This condition still applies. COMPLIANCE TABLE Setbacks: Front — 25 ft. from ROW, side — 5 ft. on garage side and 10 ft. on house side, rear — 25 ft., Bluff Creek primary — 40 ft., wetland — 20 ft. buffer and 30 ft. buffer setback. Hard Coverage: 35% Areas . ft. Frontage ft. Depth ft. Notes Code 9 000 50 110 Lot 1, Block 1 21,132 75 251 Lot 2, Block 1 24,815 72 263 Bluff Creek primary abuts, wetland Lot 3, Block 1 39,263 72 366 Bluff Creek primary abuts, wetland Lot 4, Block 1 62,334 79 551 Bluff Creek primary abuts, wetland Lot 1, Block 15,479 113 155 Corner lot Lot 2, Block 2 11,434 125 165 Existing house, double fronting lot (Fawn Hill Lot 3, Block 2 35,059 101 279 and Bentz Court. A variance is being request d. Lot 4, Block 2 17,502 89 161 Lot 5, Block 1 18,403 80 165 Double fronting lot (Gal in Blvd. Lot 6, Block 2 19,433 161 184 Double fronting lot Gal in Blvd.) Bluff Creek Primary Outlot A 193,902 Zone, Wetlands. To be dedicated to the city. 4.45 acres ROW 48,426 1.11 acres Total 507,182 11.64 acres Setbacks: Front — 25 ft. from ROW, side — 5 ft. on garage side and 10 ft. on house side, rear — 25 ft., Bluff Creek primary — 40 ft., wetland — 20 ft. buffer and 30 ft. buffer setback. Hard Coverage: 35% Todd Gerhardt, City Manager Fawn Hill Final Plat, Development Contract, and Plans & Specifications August 28, 2017 Page 19 RECOMMENDATION Staff recommends approval of the final plat subject to the following conditions of approval and the development contract and construction plans and specifications: Building: 1. Provide a 1:200 "clean" plat drawing. 2. Demolition permits required for the removal of any existing structures. 3. Buildings may be required to be designed by an architect and/or engineer as determined by the Building Official. 4. A final grading plan and soils report must be submitted to the Inspections Division before permits can be issued. 5. Retaining walls over four feet high require a permit and must be designed by a professional engineer. 6. Each lot must be provided with separate sewer and water services. 7. The applicant and/or their agent shall meet with the Inspections Division as early as possible to discuss plan review and permit procedures. En ini e�erin : 1. The developer will work with the city address capacity concerns relating to the modeling of the catchbasin as described in 02 and J4 of the watershed district's August 15a' comments (attached). 2. To provide draintile service where runoff will flow from the back to the front of lots, the plan shall be revised to include draintile between Lots 3 and 4 of Block 2, but inside one of the lots, so its ownership is clearly defined. 3. Lot 4, Block 2 grading plans shall be revised to grade away from the building pads. 4. 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). 5. The applicant shall submit the full SWPPP document to the city for review prior to grading on site. Todd Gerhardt, City Manager Fawn Hill Final Plat, Development Contract, and Plans & Specifications August 28, 2017 Page 20 6. The applicant shall meet the minimum requirements for stormwater set forth in City Code §9 -VII and requirements of the Riley -Purgatory -Bluff Creek Watershed District. 7. The applicant must obtain a permit from RPBCWD prior to final plat recording. 8. The SWMP Fee is $58,915.20. The SWMP Credit is $16,909.05. The net SWMP Fee due at the time of final plat of is $42,006.15. 9. Fawn Hill Road and Bentz Court shall be public streets, owned and maintained by the city after acceptance of the public improvements by the City Council. 10. The street plan shall be revised to callout right-of-way widths. 11. A $300 fee/light shall be collected with the development contract for electricity costs for the first year of operation. 12. All proposed driveways shall follow the city setback requirements of 10 feet from the property line. The driveways for Lots 2 and 3, Block 1 shall be revised to meet the setback 13. ADA compliant pedestrian ramps shall be installed at the intersection of Bentz Court and Fawn Hill Road. The pedestrian ramp at the entrance to Sugarbush Park adjacent to the sidewalk connection to the existing trail shall be reconstructed with the connection to be ADA compliant. 14. Sanitary sewer shall be owned and maintained by the city after acceptance of the public improvements by the City Council. 15. The existing home on Lot 3, Block 2 shall be connected to the proposed sewer system and the existing mound system shall be removed prior to the acceptance of the public sanitary sewer. 16. Water main shall be owned and maintained by the city after acceptance of the public improvements by the City Council. 17. The existing home on Lot 3, Block 2 shall be connected to the proposed water system prior to the acceptance of the public water main. 18. Storm sewer installed with this subdivision shall be owned and maintained by the city after acceptance of the public improvements by the City Council. 19. Revise castings in table to call out MH that will take in stormwater. MH6 shall have beehive casting rather than curb grate 3067V. 20. The plan shall be revised to 4 -foot minimum sump depth for MH 3 and 6. Todd Gerhardt, City Manager Fawn Hill Final Plat, Development Contract, and Plans & Specifications August 28, 2017 Page 21 21. To avoid having stormsewer pipe in backyard easements, staff recommends routing the stormwater system down Bentz Court and up Fawn Hill Road rather than between Lots 1 and 2 of Block 2. 22. Water and sewer partial hook-ups are due at the time of final plat. For 10 units, the sanitary partial fee is $6,910.00 and the water partial fee is $21,470.00. The remaining hook-up fees will be due with the building permit at the rate in effect at that time. 23. City staff must approve Operations and Maintenance Agreement with the Watershed District prior to the applicant entering into the agreement listed a #J 10 in the August 15, 2017 email from the District. 24. Any location where drainage and utility easements will contain storm pipe shall be flagged in the field. 25. The applicant shall dedicate a drainage and utility easement across the EOF path on Lot 6, Block 2. Fire: 1. A three-foot clear space must be maintained around fire hydrants. 2. Street signs shall be installed prior to building permits being issued. Fire Marshal must approve signage. 3. Fire hydrants shall be made serviceable prior to combustible construction. 4. Fire apparatus access roads capable of supporting the weight of fire apparatus shall be made serviceable prior to combustible construction. Natural Resources: 1. The landscape plan, dated 7/14/17, sheet L1, shall be modified as follows: No more than 20% of trees shall be from one genus — reduce maple quantity to 16 trees or less. Individual tree species shall be no more than eight trees. Due to alkaline soils on site, the following trees are not recommended: red maple, river birch. A revised landscape plan shall be submitted prior to construction. Todd Gerhardt, City Manager Fawn Hill Final Plat, Development Contract, and Plans & Specifications August 28, 2017 Page 22 2. Tree preservation fencing shall be installed around existing trees to be saved prior to any construction activities and remain installed until completion. 3. The following quantity of trees are required on each lot. Placement of trees are shown on the landscape plan dated 7/14/17. Block 1, Lot I six (6) trees Lot 2 eight (8) trees Lot 3 eight (8) trees Lot 4 eleven (11) trees Block 2, Lot I eleven (11) trees Lot 2 seven (7) trees Lot 3 eight (8) trees Lot 4 twelve (12) trees Lot 5 nineteen (19) trees Lot 6 fifteen (15) trees Parks: 1. Full park fees in lieu of additional parkland dedication and/or trail construction shall be collected as a condition of approval for Fawn Hill. Planning: 1. Outlot A, encompassing the large wetland area, shall be dedicated to the city. 2. The developer shall install signage at lot lines corner and at the change in angle along the west portion of Lots 2, 3, and 4, Block 1 to demarcate the Bluff Creek Primary Zone. ATTACHMENTS 1. Reduced Copy Final Plat 2. 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Sec ownm of the followbg dmat'6ed popery sitmmd new Sam of ♦/memos. C=M ofCmver, b Wk That pmt dthe Nathwt Qmtsm ddw Saamwm Qo•sm d6ecam 10. Tawatlip 114 Rs•e 23, drew Cly, Yssor dewabsd m foRswe Cavata.tiK tl ere Nat Qmd nam ddA sacusm 16: tomos m m coed bessis6 45otlh 1 depse %>mses 4p suwm- Pae slog ere Wen lee daudd Sarwrt Qmd, a allies fl 1213.40 fest meam Nab W doper 03 a®res iD eeco,dr fees, • dasss 446193 frt meam Nwm l dspm 36 acre 40 sacro- Wee m, lou p,e,6d b rid vest lee die Saamwew Qmrmt, disage d 2.9.19 bet b •e post d6gseg d the b,etb M daronbat Ma m,dweiry Nam 1 depae>6 oom140,mmb Watlm, ice pmOd b ser o dee dlhe Satlhemt Qmrer,, d.0- 427296 fat mutes Nam Y depws W awes Ifl tica.b 6r,, dsdoe dtll7l met mute Ser! 6 -pea 43 neem 00 mom- W,a a diamea 4276.11 met msec Smut p &Few 03 aaams 20 --..b West., dssas ('M.13 feet b4 posldlig0=4 Aad Thtl pan dile Noemwat Qat"w done Souiwea Qaatw dSelsim lo. Tota -q 114 Rsgc 23,Csew CA,my, Mmrm desormadm sRewe Camaoc. a the Ws Qomtr corm ofmid Section 10: timoe on at mrem barieg ofSmh l deer 36Famft40 mem-EM.I g me wont les did So.&. Qaam , dimm r 465125 few b me pdtl d MOieaiag dine boa b be daubed; meas c.otog Sam 1 de0ee 36 s1� 4D nsv- Gas,kag mid Wan 1rdthe So`wtl Qmw., -mmea d5Q12 ma b, ped 1.213.401aa d'art b- sd wso Qatw nem OrSock a 1R Mon SS 4W-03 aced 20 minds Fast, dime 446193 Est corm Nam I dspr>6 eiess 40 aeon -wee m, lee pmand bred won Ise dthc Soameatl Qlrmtw,a dimge 36213 feet Moe Seam Mdopa 43 eesosm 20 seom- Waw,admtmon4464.93mab-a punt "llw W Aad Outlet & C and D, VISTAS AT BENTZ FARMS, goading b The teen, phn them[ Cava Conray, hCaomotw Hs sand the saws b be mveyod wad paled m FAWN HELL aid don heby dndira e b the pt -Fc forpobbc me bona the pebho ways and dt.m•e sad shay mammae, as shown all litis pin Ie wimma whaedacid Chmhmm luvesmrm I.I.C. hs tamed tome pnetmb b be sgmd by m peopw olscw dWs dry d .2017. Man fi.mi, Yon: Ptmiia STATE OF MINNESOTA COUNTY OF The ixetoie6 ioMmam wm admowkdged bloc m ms_ iy f. 2017, by Man Hmilk Ysne President dmghmm hmmmra, ILC Nobly Puibbc,>esn'-p- Cly. 16memm Nary Primer Name My Cmtmsim Eaem: SURVEYORS CBITOWATE I David S. P do hereby eatify 8144 sons pia wonpet I by m ormda my dant mpervision,*AIma-fly Famed had mveyw in 8e Ston of Mnmmmt that this pow e a masa mpeeamob w dt a btm.dsry savry; Mer n mmmd dm sod bibelot as commdy deaee.md an me pit then er mo®mm depicled m the plm one been or will be omowdy cox wale out yon m edimma m the plat the a0 wm r bomim sed won ]m& ow deBaed ahfmnm Stitt lm Scrim 505.01, Subdivision 3 eesrisg m done ase dm's mmifmfim ere above sed bbdad m me pmt wed tier p *& ways we shown and hDded m the ph L Dmdthsday d .2017. David B. P PmRmimM Lid Surveyor hT®m Ligase No. 40344 l L STATE OF W111611MOTA COUNTY OF EMQQM The besrmg bmis is the west line of the Southwest Quarter of Section 10, Township 116 weal Rmp 23 Nath which is atsumed b b - South 00 degrera 41 minuses 09 seconds East 0 Dcoaa a 1/2 inch by 14 inch hon pipe set to the Found sod marked by License No. 40344 • Denotes s Foond bm Mmunea Dmotcs a Fond Cam -1 -M-1 (xxxx) Dmotm Dowd Dimmsim The 1bee;oi - imwmms w.s wJmowkdged before tut thi _ day of . 2017. by David B. PaobaYoq Pmhm.= l Land Su tveyae. Mbmots Limose No. 403". Naary Pabl c Hmspb Co -y, Mm-- Namy Rexed Name My Commission Eupha: ceAAmwSSLN, LmCCSOTA I Tbw plm ofFAWN HILL wm sppovad sed aocepbd by mm e Cay Cara? dale City of C3.ebmmn. hFmeom at a logo. meeting d beN 1he dry , 2017. rd a in compS.om with the Powwow; of Mbme as Smtm Swdon 505.03, SubdivWon 2. CITY COUNCIL OF THE CITY OF CHANHASSEK MDUffSOfw Maya By. . Admsimma COUNTY St1RVRYOR, Cava County, mwaft Plnaaot ChsPev3", Maras La of 1971, ibis pal but bum approval ths dry of 2017. Elim Puabe, Cava Comity Seaveyor COUNTY AUDnOR/IT EASURn Cana County, M®mms I hereby mtify that msm payable in std pries,sma hone bum paid +Q lad dncebad m the pin Dad th'a_ day et .2017. Laic Devin, Crony Andimdinnmme 1 COUNTY RROORDMCava (� / A h Vi s/ ofFAWN EDIL was OW mit dryer .2017.1[17. OF Y/►t'c�ANHAS-Et olcloct ..1daDlxmmemNo. RI_CEIVE^ AUG 0 3 2U17 CHANHASSEN PLANNiNG oFPr b-8 � 8 OUTLOT A c DR..r .GE ANO ul), r u EASEMENT OVER A;, OF OUTLOT A O -) WET LAND C] Ld _F. I I 1 ( N89°18'51"E 484.93 R (MW03'20'E) 111^TA^ AT rAIT-7 \ YID. CARM COUNTY MON. 1 DRAINAGE AND UTIIM EASEMENTS An SHOWN THUS: J� I III --`L I--=1-- NOT M SCAU BMW 3 feet in width Food a*mm let lith, ahs athawm b&cmd, and 10 feet b width wed adjommg right 4wry Fath, mdm admwbe bdtmed, r sbmm m the phut q.u• t .is.�N0 1 6� V (�. TTI nT W ID W , 4 O C> sf T o vvl..vl %n� rn 2 'SEI, ` O '0a I m n\ yjR N n N DRAmAGE /l q 1 I t� i0 1 1 rn 11:�)a a^ I PYI\IVI- 0 Go N SECTION lo, TOWNSW Im. RANEi 23 LOCATION MAP NO SCAU I I I I I I �a>`a arN SATHRE-BERGQUIST, INC. s ss•mtr No / a' \ O AND UT.lTy- S \ - ,S � N EASEMENT 1 I 01 / 4 �\ a C r iC t v \4 Z '> N Z ' 10 ;rJ too I040W ALL PRR80NS BY THP PRESENM- 744 Chmbmw love m oat LLC.. Sec ownm of the followbg dmat'6ed popery sitmmd new Sam of ♦/memos. C=M ofCmver, b Wk That pmt dthe Nathwt Qmtsm ddw Saamwm Qo•sm d6ecam 10. Tawatlip 114 Rs•e 23, drew Cly, Yssor dewabsd m foRswe Cavata.tiK tl ere Nat Qmd nam ddA sacusm 16: tomos m m coed bessis6 45otlh 1 depse %>mses 4p suwm- Pae slog ere Wen lee daudd Sarwrt Qmd, a allies fl 1213.40 fest meam Nab W doper 03 a®res iD eeco,dr fees, • dasss 446193 frt meam Nwm l dspm 36 acre 40 sacro- Wee m, lou p,e,6d b rid vest lee die Saamwew Qmrmt, disage d 2.9.19 bet b •e post d6gseg d the b,etb M daronbat Ma m,dweiry Nam 1 depae>6 oom140,mmb Watlm, ice pmOd b ser o dee dlhe Satlhemt Qmrer,, d.0- 427296 fat mutes Nam Y depws W awes Ifl tica.b 6r,, dsdoe dtll7l met mute Ser! 6 -pea 43 neem 00 mom- W,a a diamea 4276.11 met msec Smut p &Few 03 aaams 20 --..b West., dssas ('M.13 feet b4 posldlig0=4 Aad Thtl pan dile Noemwat Qat"w done Souiwea Qaatw dSelsim lo. Tota -q 114 Rsgc 23,Csew CA,my, Mmrm desormadm sRewe Camaoc. a the Ws Qomtr corm ofmid Section 10: timoe on at mrem barieg ofSmh l deer 36Famft40 mem-EM.I g me wont les did So.&. Qaam , dimm r 465125 few b me pdtl d MOieaiag dine boa b be daubed; meas c.otog Sam 1 de0ee 36 s1� 4D nsv- Gas,kag mid Wan 1rdthe So`wtl Qmw., -mmea d5Q12 ma b, ped 1.213.401aa d'art b- sd wso Qatw nem OrSock a 1R Mon SS 4W-03 aced 20 minds Fast, dime 446193 Est corm Nam I dspr>6 eiess 40 aeon -wee m, lee pmand bred won Ise dthc Soameatl Qlrmtw,a dimge 36213 feet Moe Seam Mdopa 43 eesosm 20 seom- Waw,admtmon4464.93mab-a punt "llw W Aad Outlet & C and D, VISTAS AT BENTZ FARMS, goading b The teen, phn them[ Cava Conray, hCaomotw Hs sand the saws b be mveyod wad paled m FAWN HELL aid don heby dndira e b the pt -Fc forpobbc me bona the pebho ways and dt.m•e sad shay mammae, as shown all litis pin Ie wimma whaedacid Chmhmm luvesmrm I.I.C. hs tamed tome pnetmb b be sgmd by m peopw olscw dWs dry d .2017. Man fi.mi, Yon: Ptmiia STATE OF MINNESOTA COUNTY OF The ixetoie6 ioMmam wm admowkdged bloc m ms_ iy f. 2017, by Man Hmilk Ysne President dmghmm hmmmra, ILC Nobly Puibbc,>esn'-p- Cly. 16memm Nary Primer Name My Cmtmsim Eaem: SURVEYORS CBITOWATE I David S. P do hereby eatify 8144 sons pia wonpet I by m ormda my dant mpervision,*AIma-fly Famed had mveyw in 8e Ston of Mnmmmt that this pow e a masa mpeeamob w dt a btm.dsry savry; Mer n mmmd dm sod bibelot as commdy deaee.md an me pit then er mo®mm depicled m the plm one been or will be omowdy cox wale out yon m edimma m the plat the a0 wm r bomim sed won ]m& ow deBaed ahfmnm Stitt lm Scrim 505.01, Subdivision 3 eesrisg m done ase dm's mmifmfim ere above sed bbdad m me pmt wed tier p *& ways we shown and hDded m the ph L Dmdthsday d .2017. David B. P PmRmimM Lid Surveyor hT®m Ligase No. 40344 l L STATE OF W111611MOTA COUNTY OF EMQQM The besrmg bmis is the west line of the Southwest Quarter of Section 10, Township 116 weal Rmp 23 Nath which is atsumed b b - South 00 degrera 41 minuses 09 seconds East 0 Dcoaa a 1/2 inch by 14 inch hon pipe set to the Found sod marked by License No. 40344 • Denotes s Foond bm Mmunea Dmotcs a Fond Cam -1 -M-1 (xxxx) Dmotm Dowd Dimmsim The 1bee;oi - imwmms w.s wJmowkdged before tut thi _ day of . 2017. by David B. PaobaYoq Pmhm.= l Land Su tveyae. Mbmots Limose No. 403". Naary Pabl c Hmspb Co -y, Mm-- Namy Rexed Name My Commission Eupha: ceAAmwSSLN, LmCCSOTA I Tbw plm ofFAWN HILL wm sppovad sed aocepbd by mm e Cay Cara? dale City of C3.ebmmn. hFmeom at a logo. meeting d beN 1he dry , 2017. rd a in compS.om with the Powwow; of Mbme as Smtm Swdon 505.03, SubdivWon 2. CITY COUNCIL OF THE CITY OF CHANHASSEK MDUffSOfw Maya By. . Admsimma COUNTY St1RVRYOR, Cava County, mwaft Plnaaot ChsPev3", Maras La of 1971, ibis pal but bum approval ths dry of 2017. Elim Puabe, Cava Comity Seaveyor COUNTY AUDnOR/IT EASURn Cana County, M®mms I hereby mtify that msm payable in std pries,sma hone bum paid +Q lad dncebad m the pin Dad th'a_ day et .2017. Laic Devin, Crony Andimdinnmme 1 COUNTY RROORDMCava (� / A h Vi s/ ofFAWN EDIL was OW mit dryer .2017.1[17. OF Y/►t'c�ANHAS-Et olcloct ..1daDlxmmemNo. RI_CEIVE^ AUG 0 3 2U17 CHANHASSEN PLANNiNG oFPr CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA FAWN HILL 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 -5 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-1 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. CLEAN UP...................................................................................................................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............................................................ G. Waivers/Amendments.................................................... H. Release........................................................................... I. Insurance........................................................................ J. Remedies........................................................................ K. Assignability.................................................................. L. Construction Hours ........................................................ M. Noise Amplification....................................................... N. Access............................................................................ O. Street Maintenance......................................................... P. Storm Sewer Maintenance ............................................. Q. Soil Treatment Systems ................................................. R. Variances........................................................................ S. Compliance with Laws, Ordinances, and Regulations.. T. Proof of Title.................................................................. U. Soil Conditions............................................................... V. Soil Correction............................................................... W. Haul Routes....................................................................... X. Development Signs........................................................... Y. Construction Plans............................................................ Z. As -Built Lot Surveys........................................................ ii ................................. GC -7 ................................. GC -7 ................................. GC -7 ................................. GC -7 ................................. GC -8 ................................. GC -8 ................................. GC -8 ................................. GC -8 ................................. GC -8 ................................. GC -8 ................................. GC -9 ................................. GC -9 ................................. GC -9 ................................. GC -9 ................................. GC -9 ............................... GC -10 ............................... GC -10 ................................ GC -10 ................................. GC -10 ................................. GC -10 ................................. GC -11 CITY OF CHANHASSEN DEVELOPMENT CONTRACT (Developer Installed Improvements) FAWN HILL SPECIAL PROVISIONS AGREEMENT dated August 14, 2017 by and between the CITY OF CHANHASSEN, a Minnesota municipal corporation (the "City"), and, HP HOLDINGS, a Limited Liability Company (the "Developer"). 1. Request for Plat Approval. The Developer has asked the City to approve a plat for FAWN HILL (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, furnish 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 August 14, 2017, prepared by Sathre-Bergquist, Inc. Plan B: Grading, Drainage and Erosion Control Plan dated July 18, 2017, prepared by Sathre- Bergquist, Inc. Plan C: Plans and Specifications for Improvements dated July 18, 2017, prepared by Sathre- Bergquist, Inc. Plan D: Landscape Plan dated July 14, 2017, prepared by Norby and Associates Landscape Architects, Inc.. 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, 2017. 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 $593,301.14. The amount of the security was calculated as 110% of the following: Site Grading/Erosion Control/Restoration $173,577.50 (Including 3900 CY at $20/CY for topsoil) Sanitary Sewer $ 38,452.50 Watermain $ 36,065.00 Storm Sewer, Drainage System, including cleaning and maintenance $ 92,049.00 Streets $151,016.25 Sub -total, Construction Costs $491,160.25 Street Lights $ 4,000.00 Engineering, surveying, and inspection (7% of construction costs) $ 34,381.22 Landscaping (2% of construction costs) $ 9,823.21 Sub -total, Other Costs $ 48,204.42 TOTAL COST OF PUBLIC IMPROVEMENTS $539,364.67 SECURITY AMOUNT 110% of $539,364.67) $593,301.14 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 completed, (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: TOM BAKRITGES HP HOLDINGS, LLC 6035 CULLIGAN WAY MINNETONKA, MN 55345 Phone: 952-294-2123 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 $593,301.14 letter of credit or escrow for the developer -installed improvements, the $125,497.41 cash administration fee and the fully -executed development contract must be submitted and shall be submitted prior to scheduling a pre -construction meeting. Administration fee (based on estimated construction cost: 3% of $491,160.25) $ 14,734.81 GIS fee: 10 parcels @ $10/parcel + $25 for the plat $ 125.00 Park Dedication Fee: 9 parcels @ $5,800/parcel $ 52,200.00 Partial payment of City sewer and water hookup fees: 10 units @ $691/unit (sewer) + $2,147/unit water $ 28,380.00 Street light operating fee: 2 lights @ $300/light $ 600.00 Surface Water Management Fee $ 29,457.60 Total $ 125,497.41 SP -3 B. CONDITIONS OF APPROVAL Building: 1. Provide a 1:200 "clean" plat drawing. 2. Demolition permits required for the removal of any existing structures. 3. Buildings may be required to be designed by an architect and/or engineer as determined by the Building Official. 4. A final grading plan and soils report must be submitted to the Inspections Division before permits can be issued. 5. Retaining walls over four feet high require a permit and must be designed by a professional engineer. 6. Each lot must be provided with separate sewer and water services. 7. The applicant and/or their agent shall meet with the Inspections Division as early as possible to discuss plan review and permit procedures. Engineering: 1. The developer will work with the city address capacity concerns relating to the modeling of the catchbasin as described in 02 and J4 of the watershed district's August 15a' comments (attached). 2. To provide draintile service where runoff will flow from the back to the front of lots, the plan shall be revised to include draintile between Lots 3 and 4 of Block 2, but inside one of the lots, so its ownership is clearly defined. 3. Lot 4, Block 2 grading plans shall be revised to grade away from the building pads. 4. 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). 5. The applicant shall submit the full SWPPP document to the city for review prior to grading on site. 6. The applicant shall meet the minimum requirements for stormwater set forth in City Code §9 -VII and requirements of the Riley -Purgatory -Bluff Creek Watershed District. 7. The applicant must obtain a permit from RPBCWD prior to final plat recording. 8. The SWMP Fee is $58,915.20. The SWMP Credit is $16,909.05. The net SWMP Fee due at the time of final plat of is $42,006.15. SP -4 9. Fawn Hill Road and Bentz Court shall be public streets, owned and maintained by the city after acceptance of the public improvements by the City Council. 10. The street plan shall be revised to callout right-of-way widths. 11. A $300 fee/light shall be collected with the development contract for electricity costs for the first year of operation. 12. All proposed driveways shall follow the city setback requirements of 10 feet from the property line. The driveways for Lots 2 and 3, Block 1 shall be revised to meet the setback 13. ADA compliant pedestrian ramps shall be installed at the intersection of Bentz Court and Fawn Hill Road. The pedestrian ramp at the entrance to Sugarbush Park adjacent to the sidewalk connection to the existing trail shall be reconstructed with the connection to be ADA compliant. 14. Sanitary sewer shall be owned and maintained by the city after acceptance of the public improvements by the City Council. 15. The existing home on Lot 3, Block 2 shall be connected to the proposed sewer system and the existing mound system shall be removed prior to the acceptance of the public sanitary sewer. 16. Water main shall be owned and maintained by the city after acceptance of the public improvements by the City Council. 17. The existing home on Lot 3, Block 2 shall be connected to the proposed water system prior to the acceptance of the public water main. 18. Storm sewer installed with this subdivision shall be owned and maintained by the city after acceptance of the public improvements by the City Council. 19. Revise castings in table to call out MH that will take in stormwater. MH6 shall have beehive casting rather than curb grate 3067V. 20. The plan shall be revised to 4 -foot minimum sump depth for MH 3 and 6. 21. To avoid having stormsewer pipe in backyard easements, staff recommends routing the stonmwater system down Bentz Court and up Fawn Hill Road rather than between Lots 1 and 2 of Block 2. 22. Water and sewer partial hook-ups are due at the time of final plat. For 10 units, the sanitary partial fee is $6,910.00 and the water partial fee is $21,470.00. The remaining hook-up fees will be due with the building permit at the rate in effect at that time. 23. City staff must approve Operations and Maintenance Agreement with the Watershed District prior to the applicant entering into the agreement listed a #J10 in the August 15, 2017 email from the District. SP -5 24. Any location where drainage and utility easements will contain storm pipe shall be flagged in the field. 25. The applicant shall dedicate a drainage and utility easement across the EOF path on Lot 6, Block 2. Fire: 1. A three-foot clear space must be maintained around fire hydrants. 2. Street signs shall be installed prior to building permits being issued. Fire Marshal must approve signage. 3. Fire hydrants shall be made serviceable prior to combustible construction. 4. Fire apparatus access roads capable of supporting the weight of fire apparatus shall be made serviceable prior to combustible construction. Natural Resources: 1. The landscape plan, dated 7/14/17, sheet L1, shall be modified as follows: • No more than 20% of trees shall be from one genus — reduce maple quantity to 16 trees or less. • Individual tree species shall be no more than eight trees. • Due to alkaline soils on site, the following trees are not recommended: red maple, river birch. A revised landscape plan shall be submitted prior to construction. 2. Tree preservation fencing shall be installed around existing trees to be saved prior to any construction activities and remain installed until completion. 3. The following quantity of trees are required on each lot. Placement of trees are shown on the landscape plan dated 7/14/17. Block 1, Lot 1 six (6) trees Lot 2 eight (8) trees Lot 3 eight (8) trees Lot 4 eleven (11) trees Block 2, Lot 1 eleven (11) trees Lot 2 seven (7) trees Lot 3 eight (8) trees Lot 4 twelve (12) trees Lot 5 nineteen (19) trees Lot 6 fifteen (15) trees SP -6 Parks: 1. Full park fees in lieu of additional parkland dedication and/or trail construction shall be collected as a condition of approval for Fawn Hill. Planning: 1. Outlot A, encompassing the large wetland area, shall be dedicated to the city. 2. The developer shall install signage at lot lines corner and at the change in angle along the west portion of Lots 2, 3, and 4, Block 1 to demarcate the Bluff Creek Primary Zone. 9. General Conditions. The general conditions of this Contract are attached as Exhibit "B" and incorporated herein. SP -7 CITY OF CHANHASSEN (SEAL) AND: Denny Laufenburger, Mayor Todd Gerhardt, City Manager HP HOLDINGS, LLC: mm STATE OF MINNESOTA) (ss. COUNTY OF CARVER ) Timothy J. Brown, Vice -President The foregoing instrument was acknowledged before me this day of , 2017, 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 2017, by Timothy J. Brown, Vice -President of HP HOLDINGS, a 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 -8 NOTARY PUBLIC EXHIBIT "A" TO DEVELOPMENT CONTRACT LEGAL DESCRIPTION OF SUBJECT PROPERTY: That part of the Northwest Quarter of the Southwest Quarter of Section 10, Township 116, Range 23, Carver County, Minnesota described as follows: Commencing at the West Quarter corner of said section 10; thence on an assumed bearing of South 1 degree 56 minutes 40 seconds East along the West line of said Southwest Quarter, a distance of 1213.40 feet; thence North 88 degrees 03 minutes 20 seconds East, a distance of 464.93 feet; thence North I degree 56 minutes 40 seconds West on a line parallel to said west line of the Southwest Quarter, a distance of 289.19 feet; to the point of beginning of the tract to be described; thence continuing North 1 degree 56 minutes 40 seconds West on a line parallel to said west line of the Southwest Quarter, a distance of 272.96 feet; thence North 88 degrees 03 minutes 20 seconds East, a distance of 818.71 feet; thence South 6 degrees 43 minutes 00 seconds West a distance of 276.11 feet; thence South 88 degrees 03 minutes 20 seconds West, a distance of 777.13 feet to the point of beginning. And That part of the Northwest Quarter of the Southwest Quarter of Section 10, Township 116, Range 23, Carver County, Minnesota described as follows: Commencing at the West Quarter corner of said Section 10; thence on an assumed bearing of South 1 degree 56 minutes 40 seconds East along the West line of said Southwest Quarter, a distance of 651.25 feet to the point of beginning of the tract to be described; thence continuing South 1 degree 56 minutes 40 seconds East along said West line of the Southwest Quarter, a distance of 562.12 feet to a point 1,213.40 feet distant from said West Quarter corner of Section 10; thence 88 degrees 03 minutes 20 seconds East, a distance of 464.93 feet; thence North 1 degree 56 minutes 40 seconds West on a line parallel to said West line of the Southwest Quarter, a distance 562.15 feet; thence South 88 degrees 03 minutes 20 seconds West, a distance of 464.93 feet to the point of beginning. And Outlot B, C and D, VISTAS AT BENTZ FARMS, according to the recorded plat thereof, Carver County, Minnesota. 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) it 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. Its CITY OF CHANHASSEN DEVELOPMENT CONTRACT (Developer Installed Improvements) EXHIBIT "B" GENERAL CONDITIONS 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 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. 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 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 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, materialmen, 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 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 1 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% 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 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'/z%) 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. 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 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 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. K. Assi age bility. 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, 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 stone 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 GC -8 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 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 August 15, 2017 CITY OF CHA NHAve MEN Chanhassen is a Community for Life -Providing forToday and PlanningforTomorrow Mr. Tom Bakritges HP Holdings, LLC 6035 Culligan Way Minnetonka, MN 55345 Re: Planning Case #2017-15, Fawn Hill Rezoning, Conditional Use Permit, Preliminary Plat with Variances Dear Mr. Bakritges, This letter is to confirm that on August 14, 2017, 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. Outlot E, encompassing the large wetland area, shall be dedicated to the city. 2. The developer shall install signage at lot lines corner and at the change in angle along the west portion of Lots 2, 3 and 4, Block 1 to demarcate the Bluff Creek Primary Zone. B. Rezoning from Agricultural Estate District (A-2) to Residential Low and Medium Density (RLM) for All Lots and Blocks of Fawn Hill, and C. A 10 lot, one outlot and public right-of-way preliminary plat with variances for a double fronted lot for a single-family detached subdivision and a roadway slope in excess of 7.0% subject to the following conditions: Building: 1. Provide a 1:200 "clean" plat drawing. 2. Demolition permits required for the removal of any existing structures. 3. Proposed street -name (Fawn Hill Road) is acceptable to the Building Official. 4. Buildings may be required to be designed by an architect and/or engineer as determined by the Building Official. SCANNED PH 952.227.1100 • www.d.chanhassen.mmus • FX 952.227.1110 7700 MARKET BOULEVARD • PO BOX 147 • CHANHASSEN • MINNESOTA 55317 Mr. Tom Bakritges Fawn Hill August 15, 2017 Page 2 of 5 A final grading plan and soils report must be submitted to the Inspections Division before permits can be issued. 6. Retaining walls over four feet high require a permit and must be designed by a professional engineer. 7. Each lot must be provided with separate sewer and water services. 8. The applicant and/or their agent shall meet with the Inspections Division as early as possible to discuss plan review and permit procedures. Engineering: 1. The plat shall be modified to dedicate drainage and utility easements over the pipe from CBMH 2 to CBMH 12 to FES 13 and CBMH 14 to CBMH 7. The easements shall be sized to allow future excavation for a ratio of 1:1 (min) or 1:1.5 (preferred). 2. The developer will work with the city to resolve the drainage at the southeast corner of the proposed development and the northeast corner of Vistas at Bentz Farms. 3. The applicant shall submit a soils report indicating soil conditions, permeability and slope. 4. The benchmark location and elevation used for surveying shall be indicated on the grading plan. 5. Proposed spot elevations shall be shown on the grading plan at the center of the proposed driveway at the curbline and at corners of proposed building pads. 6. The plan shall be revised so that Note 10.A on the grading plan reads that disturbed areas will be restored with 6" of topsoil. To provide draintile service where runoff will flow from the back to the front of lots, the plan shall be revised to include draintile between Lots 3 and 4 of Block 2. 8. Lot 4, Block 1 and Lot 4 Block 2 grading plans shall be revised to grade away from the building pads. j 9. 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). 10. The applicant shall submit the full SWPPP document to the city for review prior to grading on site. Mr. Tom Bakritges Fawn Hill August 15, 2017 Page 3 of 5 11. The plans shall identify the areas intended for stockpiling materials on site during construction. 12. The applicant shall meet the minimum requirements for stormwater set forth in City Code §9 -VII and requirements of the Riley -Purgatory -Bluff Creek Watershed District. 13. The applicant must obtain a permit from RPBCWD prior to final plat recording. 14. The SWMP Fee is $58,915.20. The SWMP Credit given for meeting the 1.1" volume abstraction is $29,457.60. The applicant must still verify that the 1.1" abstraction is met for the site. The net SWMP Fee due at the time of final plat of is $29,457.60. 15. Both walls shall be moved outside the perimeter drainage and utility easements that will be dedicated with this plat. 16. The existing retaining wall at the temporary turnaround constructed as part of Vistas at Bentz Farms shall be removed. 17. The Fawn Hill plan set proposes a 10.25% slope, but the developer's engineer shall revise the plan to achieve the 10.0% slope per the Forest Meadow as -built plans and the Vistas at Bentz Farms ghost plat of this parcel. 18. Fawn Hill Road and Bentz Court shall be public streets, owned and maintained by the city after acceptance of the public improvements by the City Council. 19. The street plan shall be revised to callout right-of-way widths and centerline gradients. 20. A street light shall be installed at the intersection of Fawn Hill Road and Bentz Court. A $300 fee shall be collected with the development contract for electricity costs for the first year of operation. 21. All proposed driveways shall follow the city setback requirements of 10 feet from the property line. The driveways for Lots 2-4 of Block 1 and 3-5 of Block 2 shall be revised to meet the setback. 22. ADA compliant pedestrian ramps shall be installed at the intersection of Bentz Court and Fawn Hill Road and at the entrance to Sugarbush Park. 23. Sanitary sewer shall be owned and maintained by the city after acceptance of the public improvements by the City Council. 24. The existing home on Lot 3, Block 2 shall be connected to the proposed sewer system and the existing mound system shall be removed prior to the acceptance of the public sanitary sewer. 25. Water main shall be owned and maintained by the city after acceptance of the public improvements by the City Council. Mr. Tom Bakritges Fawn Hill August 15, 2017 Page 4of5 26. The existing home on Lot 3, Block 2 shall be connected to the proposed water system prior to the acceptance of the public water main. 27. Storm sewer installed with this subdivision shall be owned and maintained by the city after acceptance of the public improvements by the City Council. 28. The grading proposed will route some of the Galpin Boulevard ditch runoff as overland, sheet flow to a pick-up catchbasin located on Lot 5, Block 2. The plan shall be revised to include a pick-up catchbasin within the right-of-way rather than routing the stormwater onto the residential lot. 29. The plan shall be revised to locate CBMH 4 outside of the driveway area for Lot 1, Blockl. 30. The plan shall be revised to include CBMH 14 in the structure table on plan page 4. 31. The plan shall be revised to show velocities on the FES table on plan page 4. All FES pipe shall have non-erosive velocities (3.5-5.0 feet per second). 32. The plan shall be revised to remove the environmental sumps from CBMH 7 and installed on CBMH 3 and 6. This CBMH are preferred because they are downstream to catch more debris and are on the street for easier future maintenance access. 33. The plan shall be revised to show the entire storm pond that the development is using for stormwater management. 34. To avoid having stormsewer pipe in backyard easements, staff recommends routing the stormwater system down Bentz Court and up Fawn Hill Road rather than between Lots 1 and 2 of Block 2. 35. The storm crossing elevation at Station 1+25 shall be corrected. 36. The plan shall be revised to increase the pipe slope to FES 13 to 1.00% or greater per the MN Stormwater Manual to prevent ice damage to the pipe. 37. The plan shall be revised to use 15" RCP as the minimum stormwater pipe size for future maintenance access. 38. Water and sewer partial hook-ups are due at the time of final plat. For 10 units, the sanitary partial fee is $6,910.00 and the water partial fee is $21,470.00. The remaining hook-up fees will be due with the building permit at the rate in effect at that time. Natural Resources: 1. The minimum number of overstory trees required to be planted in the development is 81. 2. Tree preservation fencing shall be installed around existing trees to be saved prior to any construction activities and remain installed until completion. 3. The applicant shall install the required bufferyard plantings along Galpin Blvd. Mr. Tom Bakritges Fawn Hill August 15, 2017 Page 5 of 5 Parks: 1. Full park fees in lieu of additional parkland dedication and/or trail construction shall be collected as a condition of approval for Fawn Hill. Planning: The applicant shall resolve the issues with Outlots A, B, C, D and F prior to final plat approval. 2. Outlot E, encompassing the large wetland area, shall be dedicated to the city. 3. The developer shall install signage at lot lines corner and at the change in angle along the west portion of Lots 2, 3 and 4, Block 1 to demarcate the Bluff Creek Primary Zone. 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. This item is scheduled for the City Council on August 28, 2017. 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 bgenerousCa ci.chanhassen.mn.us. Sincerel Robert Generous, AICP Senior Planner Enclosure ec: Kate Aanenson, Community Development Director Stephanie Smith, Project Engineer Todd Gerhardt, City Manager Todd Hoffinan, Parks & Recreation Director Vanessa Strong, Water Resources Coordinator Jerry Mohn, Building Official Jill Sinclair, Environmental Resource Specialist Bob Molstad, Sathre-Bergquist g:\plan\2017plannin cases\17-15 -fawn hill\approval letter prelim.doex 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 7. 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 11-29-06 gAengVorms\final plat submittal.doc Chanhassen City Council — August 14, 2017 Councilman McDonald: I'll make a motion Mr. Mayor. Mayor Laufenburger: Thank you. Councilman McDonald: I would propose that the Chanhassen City Council approves rezoning of the property from Agricultural Estate. Paul Oehme: No, no. Mayor Laufenburger: Wrong one. Kate Aanenson: Yep. It's already been rezoned. I think the motion on the screen is correct because you're just doing the vacation. Paul Oehme: You're right. Councilman McDonald: Okay. That's why I asked. Then I'll recommend that the Chanhassen City Council adopts a resolution approving the vacation of public highway dedicated on the recorded plat of GATEWAY NORTH as described in Exhibit A. Mayor Laufenburger: We have a valid motion. Is there a second to that motion? Councilwoman Ryan: Second. Mayor Laufenburger: Thank you Councilmember Ryan. Any further discussion? Resolution #2017-55: Councilman McDonald moved, Councilwoman Ryan seconded that the Chanhassen City Council adopts a resolution approving the vacation of public highway dedicated on the recorded plat of GATEWAY NORTH as described in Exhibit A. All voted in favor and the motion carried unanimously with a vote of 5 to 0. Mayor Laufenburger: Thank you. Paul Oehme: Thank you. FAWN HILL — 7240 GALPIN BOULEVARD: APPROVE REQUEST FOR REZONING FROM AGRICULTURAL ESTATE (A2) TO RESIDENTIAL LOW AND MEDIUM DENSITY DISTRICT (RLM); CONDITIONAL USE PERMIT FOR DEVELOPMENT WITHIN THE BLUFF CREEK CORRIDOR; AND PRELIMINARY PLAT WITH VARIANCES. SCANNED KI Chanhassen City Council — August 14, 2017 Mayor Laufenburger: This is a multi -faceted request. May we have a staff report? Is this your's Ms. Aanenson? Kate Aanenson: Yes it is. Mayor Laufenburger: Alrighty. Kate Aanenson: Just give me one second. Thank you. This is a rezoning, a conditional use and a preliminary plat. Again the applicant is HP Holdings LLC and Chanhassen Investments and Anne E. Marcotte. This did go to the Planning Commission on July 18th. There was a few points of discussion which I'll bring up in the staff report regarding tree preservation most specifically and some of the outlots but the Planning Commission did recommend approval 6-0. So this property is a remnant piece that there was an agricultural barn and a large home on the lot and the Fawn Hill, which is part of Forest Meadow just to the north here. So this comes down and then the most recent subdivision just to the south of Bentz Farms so it was anticipated that some day if this property was to subdivide, as we do in looking ahead and planning is that these two streets would connect so that's what happened. The existing house will stay on the property but the barn will be removed. So with this request there's actually a couple of actions. It's currently zoned agricultural but it will be rezoned to low density and then a conditional use for development in the Bluff Creek corridor and preliminary plat approval with a variance for a double lot and that's for the existing home will be on a double fronted lot and then street grade in excess of 7 percent. That's our normal street grade. Again to make those, that subdivision tie to the north, it's a little steep on that side so the variance is a requirement. So again the rezoning is currently A2. Residential low and medium density. In order to get this the intent in our zoning ordinance is that you have to preserve a significant area in order to get the little bit smaller lots so with this they are preserving a large area of wet upland and then also the Bluff Creek Overlay District. So here's the Overlay District in itself. So the development within the Overlay District requires a conditional use. There will be some grading down where the storm water pond is and some of that drainage will be connected to that. I did want to bring up another point that was raised at the Planning Commission. Some of the neighbors to the north wanted the continuation. At one time there was a trail that went across the Longacres subdivision but that trail had been vacated because it really goes into the wetland. It was never going to connect up so the way that this project will get access to the park and to the trails would be through the existing sidewalks and then over to Sugarbush Park and then ultimately also onto Galpin Road so that was something that was brought up by the neighbors and that was clarified that that trail had been vacated. I did meet with engineering staff and myself with a couple of the neighbors just to kind of go through some of those issues that they had. So the subdivision itself is for 10 lots. This existing lot here has a little remnant piece with an outlot and then the developer had desires to potentially sell these in the future. The City zoning ordinance does not allow those lots to stay that way because they would be landlocked. Another discussion point was whether or not the City would want it. The City is again there's no access to it. Didn't see the value in that. We'd rather have it included in the lot. The applicant was trying to go forward with a final plat on this lot but some of the easements needed to be vacated so I'll show you a revised plat in a minute 4 Chanhassen City Council — August 14, 2017 but I just want to show you where the existing house sits. So this is the double fronted lot on the cul-de-sac and then on the back the driveway will come off but that's the only way that could be accommodated with a variance to the double fronted lot. So this is the revised plat. Again if a homeowner wanted, to the north wanted to buy a portion of a lot they could still split that off and add it to their lot. That wouldn't be considered a subdivision because you're taking a portion of one lot and adding it to another. You're not creating a separate lot. Our goal is to make sure we don't have pieces that are landlocked that someone would try to transfer ownership and then they have no access to it so I think we've worked with the developer and found a way to resolve that. In addition there was one little outlot here that was also then combined with Lot 6 so you'll see that will go forward with the final plat so again 10 lots with one existing home. Grading, we touched on that a little bit. In order to get up the hill to tie the streets together going up to the existing Forest Meadows subdivision you're exceeding the 7 percent grade but we believe overall it's a well designed subdivision. One of the questions that came up regarding the pin oaks, and I think I have that on a separate slide. I'll talk about that in a second. So storm water, going down to the existing pond potentially creating additional pond here. This one was built I believe to accommodate most of the storm water but they'll have to do another cell with that. Utilities are there. It will be extended. Oops, I want to go back to the storm water again for a second. So I think one of the issues too was there's some water that comes across Galpin Boulevard and providing, and accommodating some of that additional runoff that the developer is requesting some credit for. Utilities, again sewer and water are available there. Just the connection. And then landscaping. So one of the questions that came up at the Planning Commission was there was a stand of pin oak along the back so in order to preserve those the applicant went through the exercise of showing a retaining wall. It was a pretty significant retaining wall along the back in order to save those pin oaks and actually the City Forester's opinion was, and she spoke to the planning commissioner who had the concern about that, probably don't do as well in this soil as would be desirable and with some of the construction and the potential for the Galpin change in grade felt it might be better just to take those out and put a tree that would do better in those soils so that communication was had with the planning commissioner and I think they felt satisfied with that. We also didn't want to see the large retaining wall so we do have a drawing on that so it's a pretty long wall in order to accomplish saving all those pin oaks so again it was felt like maybe they wouldn't do as well and trying to save something with a larger wall in the back of the homes might be well, better served to put up a more desirable species in there so that's how it was left and I think that was a good solution. So with that we are recommending approval and again this is going back for final plat I think in 2 weeks. Just had the hiccup there with the vacation of the easements so with that we are recommending approval of the rezoning, the conditional use permit within the Bluff Creek corridor, the preliminary plat for 10 lots and the variance for the street grade and the double fronted lots and approval of the Findings of Fact. I'd be happy to answer any questions that you have. Mayor Laufenburger: Alright. Before I ask the applicant if they would like to speak, are there any questions of staff at this time? Mr. McDonald. 5 Chanhassen City Council — August 14, 2017 Councilman McDonald: I believe that wasn't this the area where Riley -Bluff Creek had weighed in as far as the watershed district and were saying that the plans were deficient? Kate Aanenson: Not this one, no. Councilman McDonald: Not this one? Okay. Mayor Laufenburger: Any other questions of staff at this time? Councilmember Ryan? Councilwoman Ryan: Sure I just have a few. To go back to the outlots. So at the Planning Commission, so right now it's Outlot A and it used to be like A through D, is that correct? Kate Aanenson: Correct. Councilwoman Ryan: And so you created just one outlot and then the, how's that going to work? Kate Aanenson: No they're no more. Yep good question. So on the screen now you can see that there was a series of outlots and they were hoping, and they did put a letter out to the adjoining property owners if they wanted to acquire these lots. Mayor Laufenburger: To the north. Property owners to the north. Kate Aanenson: To the north, correct. Yep and we met with some of those property owners. And so could they do that in the future? Maybe undecided now. If in the future they wanted to do it before they sold the lots they could still split those in the future and attributive but when you go to a final plat you can't have a lot that's landlocked. Mayor Laufenburger: And Outlot A and B and C and D would be landlocked. Kate Aanenson: Correct. So there's no road to it so what we asked the applicant to do is actually create, so Councilwoman Ryan so what they do is they're just larger lots so there is no outlots anymore in the back. So these folks have larger lots. Councilwoman Ryan: So they go all the way back now. Kate Aanenson: Yep. Councilwoman Ryan: Okay. Kate Aanenson: And if before they sell these, if someone to the north changes their mind and says I'd like some of that, it's very, very steep. 9 Chanhassen City Council — August 14, 2017 Councilwoman Ryan: Okay. Kate Aanenson: Which is some of the reason that the staff didn't feel it was as desirable and the homeowners to the north, while it may have additional green space if you had a lot of hard cover. Because it's so steep it's probably not as desirable and the current owner's been mowing it so they have been enjoying it but I'm not sure that the same would take place but this, these two lots would be Lots 3 and 4 would be benefactors of having larger lots and. Councilwoman Ryan: Okay. I just remember reading from the Planning Commission that you were concerned about not having everything sold before this moved forward and I just wanted to clarify. Kate Aanenson: Yeah and I think they wanted the option to work on it later but it doesn't work that way. Once you go to final plat they have to be shown in a lot because then someone could transfer and buy a lot that's landlocked. Councilwoman Ryan: Okay. Kate Aanenson: Then it's a problem. Councilwoman Ryan: Okay. Kate Aanenson: But we've resolved that. Councilwoman Ryan: Perfect. And then in terms of, you had mentioned the storm water pond. know that there have been concerns and were also brought up but in terms of just the collection of water on some of those lots so that's one question. And then you just mentioned that they're requesting some credits. If you could clarify what you mean by that. Kate Aanenson: Sure and maybe the City Engineer can comment on that too but there is water currently coming off of the subdivision on the east side coming across to the west across Galpin Boulevard that they're capturing some of that water so they have to treat the water coming from somebody else's site. The other issue was the, this lot here. Lot 12 and again maybe the City Engineer knows a little bit more about that but I believe they've raised that elevation on that lot too because there was water that was a problematic situation there too. Councilwoman Ryan: Because didn't, I think that you said that you were going to meet with the neighbor. The City was going to meet or the developer was going to meet with the neighbors to deal with some of the water concerns that affect, I think it was the, it's still part of Bentz Farm. Not the older development. Not this particular development and so they were, now that there's more grading going on that there's going to be more runoff so there was concern so I guess my question is, has that been resolved? Has anyone met with the neighbor to address those issues? 7 Chanhassen City Council — August 14, 2017 Paul Oehme: I'm not aware specifically of the neighbor that's being referenced. Kate Aanenson: I think the applicant can address those because that did come up at the Planning Commission too. Yep. Councilwoman Ryan: Okay, well that's good for now. If I have further questions. Mayor Laufenburger: Any other questions of staff before we? Okay. If the applicant is present would you be willing to come forward and identify yourself and just tell us a little bit about your project. Tom Bakritges: Good evening Mr. Mayor, members of the council, staff and audience. My name is Tom Bakritges with Homestead Partners. JMS Custom Homes. Our address is 6035 Culligan Way, Minnetonka and Miron Marcotte is the property owner and is also present here in the audience. As you are aware this was kind of the hole in the donut or the last link of the neighborhoods in this area. Actually JMS Custom Homes developed the property to the north 20 some years ago and we're the developer of Bentz Farms right now. Two different builders there and JMS Custom Homes will be the builder in these 9 lots with the existing home that will resell. So we've been working with staff on quite a bit of information here but it's all been pretty much resolved and we're ready and moving to the final plat on the 28th and we're excited to keep moving forward. In regards to your question on the credits, there are, there's a huge area to the east and to the north. Mayor Laufenburger: Yep, Nann will pick that up. Tom Bakritges: There we go. And the reason is the guidelines a couple years ago were different. Or a few years ago in terms of water runoff and it's virtually doubled now and because we're creating this system we're carrying all the water from the ditch from the north and which probably none of that is being treated but to the north somewhat's being treated. To the east is somewhat being treated but there's a gap and so because we're going to be carrying all this additional water that's what the credit is for. Mayor Laufenburger: So you want credit for taking care of water that is coming onto your property but it didn't originate on your property? Tom Bakritges: That is correct Mr. Mayor. That is correct. Mayor Laufenburger: And Ms. Aanenson is that acceptable for the City? Kate Aanenson: Well that's what engineering's been working on. I'm not sure that's been resolved or not but that's. Chanhassen City Council — August 14, 2017 Tom Bakritges: It will get resolved when we complete our modeling so today we discussed it and I authorized the modeling to take place. So we feel pretty comfortable. Kate Aanenson: Yeah just demonstrating what, how much they're picking up. Paul Oehme: There's some over sizing with the pipes to carry the water through this development that you know water off site has generated so we just need to figure out what that number is. Mayor Laufenburger: How is that water getting from Breaker, Majestic and Walnut, how's that getting over to the west side? Is there a culvert underneath of some sort? Paul Oehme: There is a culvert underneath. Tom Bakritges: A storm sewer. Paul Oehme: Yep exactly and there's a culvert underneath Galpin and all of like Walnut development is urbanized and has a storm sewer system in it. Mayor Laufenburger: Okay so that water is treated before it eventually goes into the Bluff Creek Overlay, is that correct? Paul Oehme: A portion of it is, yes. Mayor Laufenburger: A portion of it, okay. Alright. I remember Tom. I'm sorry I don't remember your last name. Tom Bakritges: Bakritges. Mayor Laufenburger: Say it again. Tom Bakritges: Bakritges. Mayor Laufenburger: Bakritges. Tom Bakritges: It's Greek so. Mayor Laufenburger: Well welcome. Tom Bakritges: Thank you. Mayor Laufenburger: Anything else? 9 Chanhassen City Council — August 14, 2017 Tom Bakritges: No and in regards to the outlots, our goal there was just to briefly say that we talked to the owners to the north, if they were interested to add on to their property. They were not at this time so we're moving forward and eliminating those outlots and as the plan that Kate had shown, that's what we're going forward with on the 28th. Mayor Laufenburger: So the plan is you will have those larger lots on the north side and if the property owners to the north of those extended outlots desire to acquire that property in the future, you would make that possible through the sale of the lots but it would not require, would it require subdivision? You said no Kate, is that correct? Kate Aanenson: No. Mayor Laufenburger: Okay, alright. Kate Aanenson: Could do that administratively. Mayor Laufenburger: Okay, alright. Any questions of the applicant? Councilmember Ryan, go ahead. Councilwoman Ryan: Back to the pin oaks, and I know you had done, or looked into or put something together to show if you saved them and the retaining wall and the, you know the significant increase in the retaining wall. Is that because your desires to have walkouts as opposed to basements or even if you had basements in, I think it's Lot 5 and 6, would those pin oaks be able to be saved? Tom Bakritges: It's actually what we're proposing is lookout's on those lots. Councilwoman Ryan: Okay. Tom Bakritges: At the end of the cul-de-sac, in today's market, any market really it's more desirable to have lookout's or walkout's. People are paying premiums to locate in those areas. Could we do a flat lot? I supposed we could. It's not the desire of what we want to do but that retaining wall, if we did that retaining wall, it's 200 feet long and it'd range from 6 feet to 11 feet in height. We're concerned with future maintenance for those 3 properties so what I came back with, to the staff was many of the species that we're showing at 6 feet right now in height, we're willing to plant 10-12 footers. Councilwoman Ryan: Great. Tom Bakritges: So we can work with staff, how many they want and we'll be able to do that tried to look at saving the pin oaks. It's just not feasible. Councilwoman Ryan: Alright. To get the lookout's? 10 Chanhassen City Council — August 14, 2017 Tom Bakritges: Get the lookout's. Mayor Laufenburger: Any other question or comment Councilmember Ryan? Did you have another one? Councilwoman Ryan: No. Mayor Laufenburger: Okay. Anybody else? Alright I'm not sure if this is to you, as the, has the trail that the neighbors were asking, the trail that goes along the southern boundary of Longacres, has that trail been destroyed do you know? Kate Aanenson: Yes it has been vacated. I'm trying to look for an overview. You can kind of see it here but that's no longer there. Mayor Laufenburger: Okay. Kate Aanenson: That section has been eliminated. Oh I'm sorry, thank you. I do that all the time. This section right here has been eliminated. You can kind of see it on the aerial there. That's been eliminated. That connection will not happen. Mayor Laufenburger: Okay so if somebody wants to get from the left portion of your drawing, or your photo over to Galpin, how would they get there? Kate Aanenson: If they're up here they can come down Fawn Hill. Mayor Laufenburger: No, go farther, straight left. There. Somebody. Kate Aanenson: There's a crossing here to come down. Mayor Laufenburger: Okay. Kate Aanenson: It's not showing it but you can cross here and come down. Mayor Laufenburger: Down to West 78`h9 Kate Aanenson: Yes, ultimately you're going to come into. Mayor Laufenburger: Okay, or if they go up, if they go north into Longacres. Kate Aanenson: Yeah you're going to come down off of West 78. Come down onto, in Longacres there and then come down onto West 78`h, correct. Chanhassen City Council — August 14, 2017 Mayor Laufenburger: Okay. Kate Aanenson: Yep. Mayor Laufenburger: Alright. Let's see I think that's it. Thank you Tom. Tom Bakritges: Thank you very much for your time. Kate Aanenson: Just to be clear the neighbors are walking it but it's not a formalized trail you know because again this is when we did trails when, when this subdivision, we don't do this anymore where you have a trail, a public trail going across the back of somebody's lot, especially when they put their dog fences in the back and that sort of thing so we don't do large lots into the wetlands. As you can see here the lots do not go out into the wetlands. Mayor Laufenburger: Okay show the, can you show the subdivision revised. The revised subdivision. There. So can you show approximately where that vacated trail is? Kate Aanenson: It's off the screen. It's way, it's way over here. Mayor Laufenburger: Okay. Kate Aanenson: It's north and over. Mayor Laufenburger: So there's, if you said that there's still walking. People are still walking that vacated trail. Kate Aanenson: That's what they said at the Planning Commission meeting. They were still using that. They're walking across someone's property to get there and that's a good neighbor thing. That's fine. You know if people allow that but. Mayor Laufenburger: Okay. But eventually somebody's going to own that property. Kate Aanenson: Well they're walking, I think they're staying up on top is my understanding. Staying up on top and cutting over so correct. It will change eventually with some other owner. Again that's... Mayor Laufenburger: Somebody's going to own Lot 4 Kate Aanenson: And they may put up a fence and they may right, prohibit the walking across. As I stated Mr. Marcotte has done a great job of mowing it and being a great neighbor and everybody's benefited from it and have enjoyed living next to them so. Mayor Laufenburger: Good. Kate can you talk about what does double front mean? 12 Chanhassen City Council — August 14, 2017 Kate Aanenson: Sure. So you actually have, let me try to get a cleaner one here. You actually have a driveway. A home that has public access. Access onto a public street at two locations. One on the cul-de-sac and one of the back side so access will come in this direction. So that's called a double frontage lot because it has frontage on two public streets. Mayor Laufenburger: So is there a driveway access off of Fawn Hill too? Kate Aanenson: No. Just off of Bentz Court will be the driveway access. It's actually getting pretty steep as you, not pretty steep but it's steeper going up this way. Mayor Laufenburger: So double front means they have property on two different public streets. Kate Aanenson: That's correct. Mayor Laufenburger: And we normally don't allow that? Kate Aanenson: Not in this direction. Often you could have a corner lot. That's not pretty characteristic but you have. But now when you have it in the front and the back. Typically that's, we don't like to see that in a subdivision. But there's no other way to resolve it. Todd Gerhardt: Typically you'll see it on a collector road. Kate Aanenson: Yes. Todd Gerhardt: You know similar to the 3 lots onto Galpin. Kate Aanenson: These are, yep those are collectors. Todd Gerhardt: They're not going to gain access on Galpin. Their main access will be on Bentz Court. Mayor Laufenburger: Okay. Any other questions of staff? Councilmember Ryan. Councilwoman Ryan: I do. I think this is a great completion to that area. I just want to clarify a few things that stuck out to me and to see if you've got answers since the Planning Commission. Kate Aanenson: Okay. Councilwoman Ryan: So in terms of just the general tree canopy, I know they were supposed to, they're required to have 81 trees. Did everything come in? The final landscaping plan. I know that wasn't. 13 Chanhassen City Council — August 14, 2017 Kate Aanenson: Yep it's all in, yeah. And just to go further than that. We had the joint commissions tour last Tuesday and we actually drove by this project and we talked a little bit about the trees and the landscaping and it will exceed, as I stated, the City Forester thought that pin oaks probably wouldn't do as well so, as long as they agreed to the same caliper and so the revised landscaping plan is in. Ready to go for final plat and it will meet all the requirements and exceed. Councilwoman Ryan: Okay. And the reason why I ask and I've talked to you about this is, you know when there's a beautiful section of trees that neighbors are used to seeing and then all of a sudden they're removed and houses go up, it's a concern to neighbors so I just want to make sure... Kate Aanenson: Sure, no I appreciate that and to be clear we did get some calls from people across, the neighbors across on Galpin yes. Councilwoman Ryan: Okay. And then if you could, I'm going to pull it up from the report so I don't misstate this. If you could just give me one second here. It has to do with just the subdivision and maybe this is all resolved in terms of the zoning and now that's it the outlot but it speaks to specifically about 13 percent versus, it's the transferring of density and 13 percent versus the norm of 28 to 48 percent for open space in this district. Can you just speak to that and help me understand? Kate Aanenson: Sure. So if we go back to the overlay district itself. What we're getting. So you can see all of Outlot E which is a continuation. Let me go back and show it this way. So this is the entire Bluff Creek. So some of that was dedicated here with the Bentz Farm and then this is picking up the rest of it so it's a continuation of that whole, what we call kind of that, I want to say just the watershed area but the, just all the amenities that go with it. Whether it's the animal migration. The different vegetation. The trees. Kind of the flora and fauna that are located in that area so it's a continuation of that so while these are going to be long lots back here, there will be no development in that primary zone and then the buffer too so we believe it does meet the intent. Again these infill developments are the most challenging, especially when you have a beautiful home in there. You're trying to work into that so because of the shape of the lots it was hard for them to get, you know by the time you put the utilities in and pick up the extra storm water it makes it more challenging so we believe it did meet the intent of the RLM zoning. Councilwoman Ryan: Okay. Kate Aanenson: Because you can. Councilwoman Ryan: You know that's a significant difference when you know they're doing 13 percent of the site and it says right here that historically they dedicate between 28 and 48 percent and so I just... 14 Chanhassen City Council — August 14, 2017 Kate Aanenson: Yep and having said that you've got some extra large lots in here so that really bumps up your lot average by making those two lots significantly larger. Councilwoman Ryan: Okay. Todd Gerhardt: So Kate did you say Outlot A is going to be dedicated to the City? Kate Aanenson: Yes. Yep, and then so your smaller lots are you know the challenging ones up against Galpin but then the existing home is a larger lot so that, in making these two lots larger then brings up that average of the lot size and that's what the RLM allows you to do is make little bit smaller lots because you have the accumulative preservation area. Councilwoman Ryan: Okay. And so then, and then back to the runoff. Does the grade of the road going from 7 percent up to, I know it was at 10 and a quarter. Now it's coming down to 10 percent. Does that impact the, you know with the hard cover coming down and affecting some of those, you know whatever the lots. Kate Aanenson: Over on this side with Lots 3 and 4? Councilwoman Ryan: Yeah 3 and 4. Paul Oehme: No. From a drainage perspective Fawn Hill Road, it will be 10 percent. We have ample catch basins along Fawn Hill Road to capture that water as it comes down, down the hill there so none of the water that is generated or comes down Fawn Hill Road would end up on the adjacent properties so it would all be captured in our collection system and directed to the pond on the west. Councilwoman Ryan: Okay. Todd Gerhardt: They have a model program and use, what is that? 100 rain event on the impervious surface calculation and then that helps them size the storm water pipes and how many catch basins are needed along there. If they're high flow catch basins or regular basins, it depends on what the model outcome would be. Councilwoman Ryan: Okay. Alright, thank you. Mayor Laufenburger: Any other questions from council? Or motions. Todd Gerhardt: Mayor just to add to that. Kate can you go back and show the pond? The pond to the left there is where it will be pre-treated. The water from the street before it goes into the wetland so the solids, they'll settle out in the pond. 15 Chanhassen City Council — August 14, 2017 Councilwoman Ryan: And you are increasing the size of that or you're not? Kate Aanenson: Yeah he's increasing it, yes. Yep, and that's also to pick up some of that extra water so I think that's what's kind of exasperating the one lot that we were talking about so digging all that up and solving that problem. Councilwoman Ryan: Okay. Kate Aanenson: So we're actually solving a, by this subdivision we're solving a bigger problem. Councilwoman Ryan: Bigger problem, okay. Thank you. Mayor Laufenburger: And Ms. Aanenson before we act on this, this will come back to us for final plat? Kate Aanenson: That's correct. Mayor Laufenburger: On August 28`h, is that correct? Kate Aanenson: Correct so we're working on that report now. It was pretty much done until we found out we had to vacate the utility easements so yes. Mayor Laufenburger: Okay, so that final plat, will that be the last action that we as a council take on this property? Kate Aanenson: That's correct and then typically they're on consent agenda. Mayor Laufenburger: Okay. Todd Gerhardt: But there'll be a public hearing on the vacation. Kate Aanenson: Correct. It will... Mayor Laufenburger: And would that occur at the same time? That same meeting? Kate Aanenson: Correct. Mayor Laufenburger: Okay, alright. Any comments or any further discussion or motion from the council? Councilman Campion: I'll make the motion. Mayor Laufenburger: Mr. Campion. 16 Chanhassen City Council — August 14, 2017 Councilman Campion: The Chanhassen City Council approves rezoning of the property from Agricultural Estate (A2) to Residential Low and Medium Density (RLM); Conditional Use Permit to permit development within the Bluff Creek corridor; Preliminary Plat for 10 lots, one outlot and public right-of-way with variances for a double fronted lot for a single family detached subdivision and a roadway slope in excess of 7 percent, subject to the conditions of approval and adopts the Findings of Fact. Mayor Laufenburger: Alright, we have a valid motion. Is there a second to that motion? Councilman McDonald: Second. Mayor Laufenburger: Thank you Mr. McDonald. Is there any further discussion? Councilman Campion moved, Councilman McDonald seconded that the Chanhassen City Council approves rezoning of the property from Agricultural Estate (A2) to Residential Low and Medium Density (R.LM); Conditional Use Permit to permit development within the Bluff Creek corridor; Preliminary Plat for 10 lots, one outlot and public right-of-way with variances for a double fronted lot for a single family detached subdivision and a roadway slope in excess of 7 percent, subject to the following conditions of approval and adopts the Findings of Fact: Conditional Use Permit: 1. Outlot E, encompassing the large wetland area, shall be dedicated to the City. 2. The developer shall install signage at lot lines comer and at the change in angle along the west portion of Lots 2, 3 and 4, Block 1 to demarcate the Bluff Creek Primary Zone. Subdivision with Variances: Building: 1. Provide a 1:200 "clean" plat drawing. 2. Demolition permits required for the removal of any existing structures. 3. Proposed street -name (Fawn Hill Road) is acceptable to the Building Official. 4. Buildings may be required to be designed by an architect and/or engineer as determined by the Building Official. 5. A final grading plan and soils report must be submitted to the Inspections Division before permits can be issued. 17 Chanhassen City Council — August 14, 2017 6. Retaining walls over four feet high require a permit and must be designed by a professional engineer. 7. Each lot must be provided with separate sewer and water services. 8. The applicant and/or their agent shall meet with the Inspections Division as early as possible to discuss plan review and permit procedures. Engineering: 1. The plat shall be modified to dedicate drainage and utility easements over the pipe from CBMH 2 to CBMH 12 to FES 13 and CBMH 14 to CBMH 7. The easements shall be sized to allow future excavation for a ratio of 1:1 (min) or 1:1.5 (preferred). 2. The developer will work with the city to resolve the drainage at the southeast corner of the proposed development and the northeast corner of Vistas at Bentz Farms. 3. The applicant shall submit a soils report indicating soil conditions, permeability and slope. 4. The benchmark location and elevation used for surveying shall be indicated on the grading plan. 5. Proposed spot elevations shall be shown on the grading plan at the center of the proposed driveway at the curbline and at corners of proposed building pads. 6. The plan shall be revised so that Note IO.A on the grading plan reads that disturbed areas will be restored with 6" of topsoil. 7. To provide draintile service where runoff will flow from the back to the front of lots, the plan shall be revised to include draintile between Lots 3 and 4 of Block 2. 8. Lot 4, Block I and Lot 4 Block 2 grading plans shall be revised to grade away from the building pads. 9. 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). 10. The applicant shall submit the full SWPPP document to the city for review prior to grading on site. 11. The plans shall identify the areas intended for stockpiling materials on site during construction. 12. The applicant shall meet the minimum requirements for stormwater set forth in City Code §9 -VII and requirements of the Riley -Purgatory -Bluff Creek Watershed District. 13. The applicant must obtain a permit from RPBCWD prior to final plat recording. 18 Chanhassen City Council — August 14, 2017 14. The SWMP Fee is $58,915.20. The SWMP Credit given for meeting the 1.1" volume abstraction is $29,457.60. The applicant must still verify that the 1.1" abstraction is met for the site. The net SWMP Fee due at the time of final plat of is $29,457.60. 15. Both walls shall be moved outside the perimeter drainage and utility easements that will be dedicated with this plat. 16. The existing retaining wall at the temporary turnaround constructed as part of Vistas at Bentz Farms shall be removed. 17. The Fawn Hill plan set proposes a 10.25% slope, but the developer's engineer shall revise the plan to achieve the 10.0% slope per the Forest Meadow as -built plans and the Vistas at Bentz Farms ghost plat of this parcel. 18. Fawn Hill Road and Bentz Court shall be public streets, owned and maintained by the city after acceptance of the public improvements by the City Council. 19. The street plan shall be revised to callout right-of-way widths and centerline gradients. 20. A street light shall be installed at the intersection of Fawn Hill Road and Bentz Court. A $300 fee shall be collected with the development contract for electricity costs for the first year of operation. 21. All proposed driveways shall follow the city setback requirements of 10 feet from the property line. The driveways for Lots 2-4 of Block 1 and 3-5 of Block 2 shall be revised to meet the setback. 22. ADA compliant pedestrian ramps shall be installed at the intersection of Bentz Court and Fawn Hill Road and at the entrance to Sugarbush Park. 23. Sanitary sewer shall be owned and maintained by the city after acceptance of the public improvements by the City Council. 24. The existing home on Lot 3, Block 2 shall be connected to the proposed sewer system and the existing mound system shall be removed prior to the acceptance of the public sanitary sewer. 25. Water main shall be owned and maintained by the city after acceptance of the public improvements by the City Council. 26. The existing home on Lot 3, Block 2 shall be connected to the proposed water system prior to the acceptance of the public water main. 27. Storm sewer installed with this subdivision shall be owned and maintained by the city after acceptance of the public improvements by the City Council. 28. The grading proposed will route some of the Galpin Boulevard ditch runoff as overland, sheet flow to a pick-up catchbasin located on Lot 5, Block 2. The plan shall be revised to include a pick-up catchbasin within the right-of-way rather than routing the stormwater onto the residential lot. 29. The plan shall be revised to locate CBMH 4 outside of the driveway area for Lot 1, Blockl . 30. The plan shall be revised to include CBMH 14 in the structure table on plan page 4. 19 Chanhassen City Council — August 14, 2017 31. The plan shall be revised to show velocities on the FES table on plan page 4. All FES pipe shall have non-erosive velocities (3.5-5.0 feet per second). 32. The plan shall be revised to remove the environmental sumps from CBMH 7 and installed on CBMH 3 and 6. This CBMH are preferred because they are downstream to catch more debris and are on the street for easier future maintenance access. 33. The plan shall be revised to show the entire storm pond that the development is using for stormwater management. 34. To avoid having stormsewer pipe in backyard easements, staff recommends routing the stormwater system down Bentz Court and up Fawn Hill Road rather than between Lots 1 and 2 of Block 2. 35. The storm crossing elevation at Station 1+25 shall be corrected. 36. The plan shall be revised to increase the pipe slope to FES 13 to 1.00% or greater per the MN Stormwater Manual to prevent ice damage to the pipe. 37. The plan shall be revised to use 15" RCP as the minimum stormwater pipe size for future maintenance access. 38. Neater and sewer partial hook-ups are due at the time of final plat. For 10 units, the sanitary partial fee is $6,910.00 and the water partial fee is $21,470.00. The remaining hook-up fees will be due with the building permit at the rate in effect at that time. Natural Resources: 1. The minimum number of overstory trees required to be planted in the development is 81. 2. Tree preservation fencing shall be installed around existing trees to be saved prior to any construction activities and remain installed until completion. 3. The applicant shall install the required bufferyard plantings along Galpin Blvd. Parks: 1. Full park fees in lieu of additional parkland dedication and/or trail construction shall be collected as a condition of approval for Fawn Hill. Planning: The applicant shall resolve the issues with Outlots A, B, C, D and F prior to final plat approval. 2. Outlot E, encompassing the large wetland area, shall be dedicated to the city. 20 Chanhassen City Council — August 14, 2017 3. The developer shall install signage at lot lines corner and at the change in angle along the west portion of Lots 2, 3 and 4, Block 1 to demarcate the Bluff Creek Primary Zone. All voted in favor and the motion carried unanimously with a vote of 5 to 0. Mayor Laufenburger: Thank you very much. Good luck Mr. Tom Bakritges: Tom. Mayor Laufenburger: Tom. Tom Bakritges: Thank you Mr. Mayor, members of council. Mayor Laufenburger: Borcasee, is that right? Tom? Tom Bakritges: Bakritges. Mayor Laufenburger: Bakritges. I'll never forget it now, okay. You don't have a yogurt by that name do you? I bet you do. Tom Bakritges: Thank you again. Mayor Laufenburger: Best of luck Mr. Marcotte too as well. Alright. Let's see, that concludes all of the business items on our agenda. COUNCIL PRESENTATIONS. Mayor Laufenburger: Any council presentations at this time? Councilwoman Ryan: I have a question. Mayor Laufenburger: Go ahead. Councilwoman Ryan: Kate could, or Ms. Aanenson could you provide the update that you did in our work session about the downtown district study please? Kate Aanenson: Yep. So we've invited Hoisington-Koegler to come and just give an overview of kind of their working on the analytical part and just give you some overview of that and address questions that you may have and what their process is and where they're at in the process and kind of the deliverables and expected outcomes. Councilwoman Ryan: At our next work session. 21 MEMORANDUM G-1 CITY OF CHANHAMEN - Chanhassen is a Community for Life -Providing forToday and Planning forTomorrow TO: Todd Gerhardt, City Manager FROM: Bob Generous, Senior Planner DATE: August 14, 2017 SUBJ: Planning Case #2017-15 Fawn Hill — Rezoning, Conditional Use Permit, Subdivision with Variances PROPOSED MOTION "The Chanhassen City Council approves: • Rezoning of the property from Agricultural Estate (A-2) to Residential - Low & Medium Density (RLM); • Conditional Use Permit to permit development within the Bluff Creek Corridor; • Preliminary Plat for 10 Lots, one Outlot and public right of way with Variances for a double fronted lot for a single-family detached subdivision and a roadway slope in excess of 7.0% subject to the conditions of Approval City Council approval requires a majority vote of City Council. EXECUTIVE SUMMARY The applicant is requesting the rezoning of the property from Agricultural Estate (A-2) to Residential -Low & Medium Density (RLM); a Conditional Use Permit to permit development within the Bluff Creek Corridor; and Preliminary and Final Plat approval for 10 lots, 6 outlots and public right of way with Variances for a double fronting lot and street grades in excess of seven percent for a single-family subdivision. PLANNING COMMISSION SUMMARY SCANNED The Planning Commission held a public hearing on July 18, 2017 to review the proposed development. The Planning Commission voted 6 — 0 to recommend approval of the development. PH 952.227.1100 - www.d.Chanhassen.mn.uS • FX 952.227.1110 7700 MARKET BOULEVARD • PO BOX 147 • CHANHASSEN - MINNESOTA 55317 Todd Gerhardt Fawn Hill — Planning Case 2017-16 August 14, 2017 Page 2 of 3 The trees of concern to the Planning Commission were pin oaks. Staff examined the pin oaks and found them to be in good condition. The City Forester noted that pin oaks are not usually successful long-term in Chanhassen due to alkalinity of our soils. She also noted that pin oaks are not tolerant to nearby grading during the construction process. In discussion with the developer, they cited a desire to have Lots 4 and 5 as walk -out homes rather than full -basement as the reason for the proposed grading in the treed area. The developer submitted a plan to the City that would preserve the trees in the northeast portion of the site, along Galpin Boulevard. However, this design would increase the size of the proposed retaining wall from a 95 -foot long, 4 -foot tall boulder wall to a 211 -foot long, over 6 -foot high wall that would need to be constructed from a different material. Boulder walls cannot exceed 6 feet in height. Per an email from the developer dated August 1, 2017: "In review to save a row of pin oaks would be cost prohibitive and the future maintenance may cause unique legal �` circumstances with the future property owners [due to having a retaining wall cross lot lines]." To mitigate the loss of the mature pin oaks, the developer has proposed increasing the size of the proposed black hills spruce and white pine trees to be planted along Galpin Boulevard from 6' to 10'- 12'. Staff recommends the original proposal removing the pin oaks for replacement with 10%12' trees that are more suitable to Chanhassen soils. This will result in a long-term buffer between Galpin Boulevard and the new development. The original location and size of the retaining wall will also create more aesthetically pleasing and usable yard area for Lot 5. Todd Gerhardt Fawn Hill — Planning Case 2017-16 August 14, 2017 Page 3 of 3 There was also a question regarding a trail connection through this development to Longacres. In the early 1990's the Longacre Neighborhoods were developed. As a part of the development a trail stub (dead end) was built leading east into a wetland area at a location south of Bent Bow Trail. The trail stub was constructed by filling a wetland and muck soils area and its terminus was in a wetland. This was at the time that laws restricting the fillinglalteration of wetlands were being enacted. In 2014 concurrent with the Vista's at Bentz Farms development, the old plan to build a trail from Longacre's to Bentz Farms through a wetland, was abandoned. The dead end asphalt trail stub south of Bent Bow Trail was removed. Alternate pedestrian routes between these two areas are available along West 78`l' Street and Long Acres Drive. Planning Commission minutes for July 18, 2017 are included in the consent agenda for the August 14, 2017 City Council packet. RECOMMENDATION Staff recommends approval of the rezoning, conditional use permit and preliminary plat subject to the conditions of approval in the Planning Commission staff report. ATTACHMENTS Planning Commission Staff Report Dated July 18, 2017. Conditional Use Permit Rezoning Ordinance g:\plan\2017 planning cases\17-15 - fawn hill\executive summary fawn hill prelim.doc CITY OF CHANHASSEN PROPOSED MOTION: PC DATE: July 18, 2017 19-1 CC DATE: August 14, 2017 REVIEW DEADLINE: August 15, 2017 CASE #: 2017-15 BY: RG, ML, JM, JS, SS "The Chanhassen Planning Commission recommends City Council approve rezoning of the property from Agricultural Estate (A-2) to Residential -Low & Medium Density (RLM); a Conditional Use Permit to permit development within the Bluff Creek Corridor; and Preliminary Plat approval for 10 lots, 6 outlots and public right of way with a Variances for a double fronted lot for a single-family detached subdivision and a roadway slope in excess of 7.0% subject to the conditions of the staff report, and adopts the Findings of Fact and Recommendation." SUMMARY OF REQUEST: Rezoning of the property from Agricultural Estate (A-2) to Residential -Low & Medium Density (RLM); a Conditional Use Permit to permit development within the Bluff Creek Corridor, and Preliminary Plat approval for 10 lots, 6 outlots and public right of way with Variances for a double fronting lot and street grades in excess of seven percent for a single-family detached subdivision. ow LOCATION: 7240 Galpin Boulevard APPLICANT: HP Holdings, LLC & Chanhassen Investments, LLC Anne E. Marcotte 6035 Culligan Way 7240 Galpin Blvd. Minnetonka, MN 55345 Chanhassen, MN (952) 294-2123 (952) 294-2126 55317 PRESENT ZONING: Agricultural Estate District, A-2 2020 LAND USE PLAN: Residential Low Density 1.2 — 4.0 units per net acre ACREAGE: 11.64 acres DENSITY: 1.55 units per net acre LEVEL OF CITY DISCRETION IN DECISION-MAKING: 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 Fawn Hill — Rezoning, CUP, Preliminary Plat, & Variance Planning Case 2017- 15 July 18, 2017 Page 2 of 17 The city's discretion in approving or denying a variance in conjunction with a subdivision is limited to whether or not the proposed project meets the standards in the Subdivision Ordinance for a variance. 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. Notice of this public hearing has been mailed to all property owners within 500 feet. PROPOSAL/SUMMARY The applicant is requesting the rezoning of the property from Agricultural Estate (A-2) to Residential -Low & Medium Density (RLM); a Conditional Use Permit to permit development within the Bluff Creek Corridor; and Preliminary Plat approval for 10 lots, 6 outlots and public right of way with Variances for a double fronting lot and street grades in excess of seven percent for a single-family subdivision. APPLICABLE REGULATIONS Chapter 18, Subdivisions Chapter 20, Article IV, Conditional Use Permits Chapter 20, Article VI, Wetland Protection Chapter 20, Article X, (A-2) Agricultural Estate District Chapter 20, Article XIV, Division 1, (RLM) Residential Low and Medium Density District Chapter 20, Article XXXI, Bluff Creek Overlay District BACKGROUND This property was ghost platted in conjunction with the Vistas at Bentz Farm development (Planning Case #2014-18) to the south to show how it could develop in the future. Vistas at Bentz Farm received final plat approval on October 27, 2014. Outlots B, C and D, Vistas at Bentz Farm, are included as part of this development. REZONING The property is guided for Residential — Low Density uses. The Residential — Low Density designation permits net densities of 1.2 to 4.0 units per net acre. Appropriate zonings consistent with this land use designation include Residential Low and Medium Density District (RLM), Planned Unit Development — Residential (PUD -R), Single -Family Residential (RSF) and Mixed Low Density Residential (R4). Planning Commission Fawn Hill — Rezoning, CUP, Preliminary Plat, & Variance Planning Case 2017- 15 July 18, 2017 Page 3 of 17 The applicant is requesting to rezone approximately 11.6 acres from Agricultural Estate District (A-2) to Residential Low and Medium Density District (RLM). The project consists of 10 single-family detached units including the retention of the existing house on the property. The proposed rezoning is consistent with the comprehensive plan. 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 outlots adjacent to the north project boundary (Outlots A, B, C and D) and the outlot containing the Bluff Creek Overlay District primary zone (Outlot E) will not be rezoned. CONDITIONAL USE PERMIT BLUFF CREEK OVERLAY DISTRICT The City of Chanhassen established the Bluff Creek Overlay District (BCOD) 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. The primary zone includes the wetland area on the west side of the development and the wooded area adjacent to the wetland. 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 BCOD. The primary corridor is designated permanent open space. No alterations are allowed within the primary corridor or within the first 20 feet of the setback from the primary corridor. All structures must meet the 40 -foot setback from the primary corridor. A conditional use permit must be issued by the city for all subdivisions prior to alteration of any land with the BCOD. Land within the primary corridor may be dedicated to the city. The developer shall install signage at lot lines corner and at the change in angle along the west portion of Lots 2, 3, and 4, Block I to demarcate the Bluff Creek Primary Zone. SUBDIVISION The applicant is requesting Preliminary Plat approval for 10 lots, 6 outlots and public right of way, including additional right of way for Galpin Boulevard, with a variance for a double fronting lot and a street grade in excess of seven percent. The development consists exclusively of single-family detached homes. The development must comply with the requirements of the RLM district. 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. Staff recommends the Outlots A — D be preserved as the required permanent open space. These Outlots represent 1.54 acres of the development or 13 percent of the site. Historically, properties receiving RLM zoning have dedicated between 28 and 48 percent of their sites for open space purposes. Planning Commission Fawn Hill — Rezoning, CUP, Preliminary Plat, & Variance Planning Case 2017- 15 July 18, 2017 Page 4 of 17 While the applicant states that these properties are intended for potential sale to adjacent properties, the developer may not create inaccessible parcels also known as "landlocked". Following are the options for the Outlots: 1. Outlots A - D could be added to Lots 3 and 4, Block 1 as part of their lot areas. A conservation easement shall be recorded over these areas to assure they remain permanent open space. 2. The developer can show that there is a purchase agreement in place with abutting property owners and that they have completed the Carver County Lot Combination application as well as the city application for lot combinations. A conservation easement shall be recorded over these areas to assure they remain permanent open space. 3. Outlot F shall be combined with Lot 6, Block 2 or the developer can show that there is a purchase agreement in place with the abutting property (Lot 4, Block 2, Vistas at Bentz Farm) owner and that they have completed the Carver County Lot Combination application as well as the city application for lot combinations. BLUFF CREEK OVERLAY DISTRICT The Bluff Creek Overlay District was created in conjunction with the Bluff Creek Watershed Natural Resources Management Plan in December 1996 to provide protection for Bluff Creek from the deleterious effects of urbanization through the promotion of "innovative development techniques such as cluster development... to measurably reduce the amount of impervious cover compared to traditional development..." In addition, the Bluff Creek Watershed Natural Resources Management Plan sought to provide a continuous corridor from Minnewashta to the Minnesota River providing habitat, a greenway corridor and recreational opportunities. Another primary plan goal was the provision of educational opportunities for the students of Bluff Creek Elementary School and others. Planning Commission Fawn Hill — Rezoning, CUP, Preliminary Plat, & Variance Planning Case 2017- 15 July 18, 2017 Page 5 of 17 This property lies within the Bluff Creek Overlay District. The overlay district shall include the wetland area and the required buffer. Code requires a twenty (20) foot setback from the overlay district where disturbance should be avoided but may be allowed with caveats if necessary. The Bluff Creek Natural Resources Management Plan identifies the preservation of a continuous greenway from Minnewashta Regional Park to the Minnesota River as a goal. The preservation of a greenway will also protect Bluff Creek from the effects of increased runoff volume and rates. Lastly, the preservation of a greenway will help meet the requirements of the Total Maximum Daily Load Implementation. Outlot E, encompassing the large wetland area, shall be dedicated to the city to meet these goals. This area shall then be removed from any surface water management connection charges. LANDSCAPING AND TREE PRESERVATION The applicant for the Fawn Hill property development has submitted tree canopy coverage and preservation calculations. They are as follows: Total upland area (excluding wetlands) 329,444 SF Baseline canopy coverage 12% or 40,357 SF Minimum canopy coverage required 25% or 82,361SF Proposed tree preservation 2% or 8,712 SF. The developer does not meet minimum canopy coverage for the site; therefore the applicant must bring the canopy coverage on site up to the 25% minimum. The difference between the 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 required 82,361 Less canopy preserved 8,712 Minimum canopy coverage to be replaced 73,649 SF Multiplied by 1.2 88,378 Divided by 1089 =Total number of trees to be planted 81 trees The applicant did not submit a landscape plan. The development is required to install a buffer yard along Galpin Blvd. Landscaping Item Required Proposed Bufferyard B — Galpin 6 Overstory trees 0 Overstory trees Blvd., 300' 9 Understory trees 0 Understory trees 15 Shrubs 0 Shrubs In addition to the bufferyard and replacement plantings, a minimum of one tree is required to be planted in each front yard. Planning Commission Fawn Hill — Rezoning, CUP, Preliminary Plat, & Variance Planning Case 2017- 15 July 18, 2017 Page 6 of 17 MISCELLANEOUS Provide a 1:200 "clean" plat drawing. Demolition permits required for the removal of any existing structures. Proposed street -name (Fawn Hill Road) is acceptable to the Building Official. Buildings may be required to be designed by an architect and/or engineer as determined by the Building Official. A final grading plan and soils report must be submitted to the Inspections Division before permits can be issued. Retaining walls over four feet high require a permit and must be designed by a professional engineer. Each lot must be provided with separate sewer and water services. The applicant and/or their agent shall meet with the Inspections Division as early as possible to discuss plan review and permit procedures. PARKS This property and 10 -lot subdivision is located within the neighborhood park service area of Sugarbush Park. Sugarbush Park is a 5 -acre public park that features an open field, basketball court, picnic shelter, playground, swings, and a trail loop. The park is connected to the Fawn Hill plat adjacent to Lots 3 and 4, Block 2. No additional parkland acquisition is being recommended as a condition of this subdivision. TRAILS The subject site is located near the Galpin Boulevard pedestrian trail. Residents residing in Fawn Hill will gain access to the Galpin Boulevard pedestrian trail by traveling along the newly proposed sidewalk on the east side of Fawn Hill Road, through Sugarbush Park to Galpin Boulevard. No additional trail construction is being recommended as a condition of this subdivision. PARK AND TRAIL CONDITIONS OF APPROVAL Full park fees in lieu of additional parkland dedication and/or trail construction shall be collected as a condition of approval for Fawn Hill. The park fees will be collected in full at the rate in force upon final plat submission and approval. Based upon the current proposed lot count of 9 new homes and the city's 2017 single-family park fee of $5,800 per unit, the total park fee for Fawn Hill will be $52,200. RIGHT OF WAY & EASEMENTS On the eastern side of the parcel, the applicant proposes to dedicate right-of-way for Galpin Boulevard to create a total 50 -foot wide right-of-way corridor. This is consistent with the adjacent right-of-way width. Planning Commission Fawn Hill — Rezoning, CUP, Preliminary Plat, & Variance Planning Case 2017- 15 July 18, 2017 Page 7 of 17 The plat shall be modified to dedicate drainage and utility easements over the pipe from CBMH 2 to CBMH 12 to FES 13 and CBMH 14 to CBMH 7. The easements shall be sized to allow future excavation for a ratio of 1:1 (min) or 1:1.5 (preferred). GRADING & DRAINAGE The existing drainage of this site flows southwest toward the wetland. The Galpin Boulevard drainage ditch flows through the east side of the property south toward the Vistas at Bentz Farms development. The proposed stormwater system route runoff to a pond constructed with the Vistas at Bentz Farms development. A filtration bench is proposed along the back edge of the pond toward the Nvetl and. Planning Commission Fawn Hill — Rezoning, CUP, Preliminary Plat, & Variance Planning Case 2017- 15 July 18, 2017 Page 8 of 17 The city has received comment about drainage concerns from the property owner of a Vistas at Bentz Farm lot south of this proposed development. The developer will work with the city to resolve the drainage at the southeast corner of the proposed development and the northeast corner of Vistas at Bentz Farms. The applicant shall submit a soils report indicating soil conditions, permeability and slope. The benchmark location and elevation used for surveying shall be indicated on the grading plan. Proposed spot elevations shall be shown on the grading plan at the center of the proposed driveway at the curbline and at corners of proposed building pads. The plan shall be revised so that Note 10.A on the grading plan reads that disturbed areas will be restored with 6 inches of topsoil. To provide draintile service where runoff will flow from the back to the front of lots, the plan shall be revised to include draintile between Lots 3 and 4 of Block 2. Lot 4, Block 1 and Lot 4 Block 2 grading plans shall be revised to grade away from the building pads. 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 shall submit the full SWPPP document to the city for review prior to grading on site. No earth disturbing activities may occur until the SWPPP is updated with all required information. 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 plans shall identify the areas intended for stockpiling materials on site during construction. SURFACE 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." The applicant shall meet the minimum requirements for stormwater set forth in City Code §9 -VII and requirements of the Riley - Purgatory -Bluff Creek Watershed District. Planning Commission Fawn Hill — Rezoning, CUP, Preliminary Plat, & Variance Planning Case 2017- 15 July 18, 2017 Page 9 of 17 The site is within the Riley Purgatory Bluff Creek Watershed District (RPBCWD) therefore comments regarding the proposed surface water management are deferred to RPBCWD. The review comments from the Riley -Purgatory -Bluff Creek Watershed District dated July 5, 2017 are attached to this report. As of July 5, 2017, the District considers the application incomplete. The applicant must obtain a permit from RPBCWD prior to final plat recording. Storm Water Utility Connection Charges These fees show a credit of 50% as the design is proposed to achieve abstraction of the first 1. inches of runoff from all proposed hardcover on the site. The fee and credits are calculated as shown in the table below. SURFACE WATER DEVELOPMENT FEE AREA PER ACRE FEE ACRES FEE SURFACE Gross Area $9,690 11.64 $ 112,791.60 ROW Dedication $9,690 -1.11 $ 10,755.90 Outlot E $9,690 -4.45 $ 43,120.50 NET AREA 1 1 10.53 $ 58,915-20 The SWMP Fee is $58,915.20. The SWMP Credit given for meeting the 1.1" volume abstraction is $29,457.60. The applicant must still verify that the 1.1" abstraction is met for the site. The net SWMP Fee due at the time of final plat of is $29,457.60. RETAINING WALLS Two retaining walls are proposed as part of this application. The retaining wall on the east side of Lot 5, Block 2 is an approximately 95 feet long and 4 feet tall boulder wall. The wall between Lots 2 and 3 on Block 2 is an approximately 35 feet long and 3 feet tall boulder wall. Both walls shall be moved outside the perimeter drainage and utility easements that will be dedicated with this plat. The existing retaining wall at the temporary turnaround constructed as part of Vistas at Bentz Farms shall be removed. VOLUME VOLUME o /o 1, f 1.1 Of SURFACE for 1.1" REMOVAL VOLUME WATER ITEM ABSTRACTION REQUIRED REMOVED CREDIT CREDIT Filtration 9,024 9,024 100% $ 29,457.60 The SWMP Fee is $58,915.20. The SWMP Credit given for meeting the 1.1" volume abstraction is $29,457.60. The applicant must still verify that the 1.1" abstraction is met for the site. The net SWMP Fee due at the time of final plat of is $29,457.60. RETAINING WALLS Two retaining walls are proposed as part of this application. The retaining wall on the east side of Lot 5, Block 2 is an approximately 95 feet long and 4 feet tall boulder wall. The wall between Lots 2 and 3 on Block 2 is an approximately 35 feet long and 3 feet tall boulder wall. Both walls shall be moved outside the perimeter drainage and utility easements that will be dedicated with this plat. The existing retaining wall at the temporary turnaround constructed as part of Vistas at Bentz Farms shall be removed. Planning Commission Fawn Hill — Rezoning, CUP, Preliminary Plat, & Variance Planning Case 2017- 15 July 18, 2017 Page 10 of 17 STREETS The existing Fawn Hill Road north of this parcel was constructed in the early 1990's as part of the Longacres and Forest Meadow subdivisions. That road is an approximately 1000 -foot long dead end, which is longer than the current maximum allowed by City Code. The existing Fawn Hill Road south of this parcel was constructed in 2015 as part of the Vistas at Bentz Farms subdivision. This subdivision proposes to remove the temporary turnarounds at either end of existing Fawn Hill Road and connect the two Fawn Hill Roads. The city intended this connection with the approval of Forest Meadow and Vistas at Bentz Farms, and the staff reports for both previous developments discuss providing access to this parcel and connecting the roadway. Existing Road Stub Existing Road Stub The applicant has requested a variance from the 7.0% maximum slope for local roads for Fawn Hill Road. The steeper slope is required because the existing Fawn Hill Road constructed with Forest Meadow is at a 10% slope per the as -built. The Fawn Hill plan set proposes a 10.25% slope, but the developer's engineer shall revise the plan to achieve the 10.0% slope per the Forest Meadow as -built plans and the Vistas at Bentz Farms ghost plat of this parcel. The plans also include the construction of Bentz Court. Bentz Court will be a 278 -foot long cul- de-sac that provides access to 3 proposed homes and the existing home on Lot 3, Block 2. The street plan shall be revised to callout right-of-way widths and centerline gradients. Fawn Hill Road and Bentz Court shall be public streets, owned and maintained by the city after acceptance of the public improvements by the City Council. A street light shall be installed at the intersection of Fawn Hill Road and Bentz Court. A $300 fee shall be collected with the development contract for electricity costs for the first year of operation. DRIVEWAYS & SIDEWALKS All proposed driveways shall follow the city setback requirements of 10 feet from the property line. The driveways for Lots 2-4 of Block 1 and 3-5 of Block 2 shall be revised to meet the setback. A 5 -foot sidewalk is proposed on the east side of Fawn Hill Road. ADA compliant pedestrian ramps shall be installed at the intersection of Bentz Court and Fawn Hill Road and at the entrance to Sugarbush Park. Planning Commission Fawn Hill — Rezoning, CUP, Preliminary Plat, & Variance Planning Case 2017- 15 July 18, 2017 Page 11 of 17 UTILITIES Sanitary Sewer The applicant proposes 8" sanitary sewer to tie-in to the existing 8" stub south of the property under the existing Fawn Hill Road. Sanitary sewer shall be owned and maintained by the city after acceptance of the public improvements by the City Council. The existing home on Lot 3, Block 2 currently uses a mound septic system. This home will be connected to the proposed sewer system and the existing mound system shall be removed prior to the acceptance of the public sanitary sewer. Water Main The applicant proposes an 8 inch C900 water main to service the property. This water main shall be connected to existing stubs at the north and south edges on the property under the existing Fawn Hill Road. Water main shall be owned and maintained by the city after acceptance of the public improvements by the City Council. The existing home on Lot 3, Block 2 currently uses private well for water. This home will be connected to the proposed water system prior to the acceptance of the public water main. Storm Sewer Storm sewer installed with this subdivision shall be owned and maintained by the city after acceptance of the public improvements by the City Council. The grading proposed will route some of the Galpin Boulevard ditch runoff as overland, sheet flow to a pick-up catchbasin located on Lot 5, Block 2. The plan shall be revised to include a pick-up catchbasin within the right-of-way rather than routing the stormwater onto the residential lot. The plan shall be revised to locate CBMH 4 outside of the driveway area for Lot 1, Blockl. The plan shall be revised to include CBMH 14 in the structure table on plan page 4. The plan shall be revised to show velocities on the FES table on plan page 4. All FES pipe shall have non-erosive velocities (3.5-5.0 feet per second). The plan shall be revised to remove the environmental sumps from CBMH 7 and installed on CBMH 3 and 6. This CBMH are preferred because they are downstream to catch more debris and are on the street for easier future maintenance access. The plan shall be revised to show the entire storm pond that the development is using for stormwater management. To avoid having stormsewer pipe in backyard easements, staff recommends routing the stormwater system down Bentz Court and up Fawn Hill Road rather than between Lots 1 and 2 of Block 2. Planning Commission Fawn Hill — Rezoning, CUP, Preliminary Plat, & Variance Planning Case 2017- 15 July 18, 2017 Page 12 of 17 The storm crossing elevation at Station 1+25 shall be corrected. The plan shall be revised to increase the pipe slope to FES 13 to 1.00% or greater per the MN Stormwater Manual to prevent ice damage to the pipe. The plan shall be revised to use 15 inch RCP as the minimum stormwater pipe size for future maintenance access. ASSESSMENTS Water and sewer partial hook-ups are due at the time of final plat. For 10 units, the sanitary partial fee is $6,910.00 and the water partial fee is $21,470.00. The remaining hook-up fees will be due with the building permit at the rate in effect at that time. COMPLIANCE TABLE Areas . ft. Frontage ft. Depth ft. Notes Code (RLM) 9,000 50 110 Lot 1, Block 1 21,132 77 251 Bluff Creek primary abuts, Lot 2, Block 1 24,815 78 263 wetland Lot 3, Block 1 19,020 78 205 Lot 4, Block 1 15,132 82 172 Lot 1, Block 15,479 113 155 Corner lot Lot 2, Block 2 11,434 125 165 Existing house, double fronting lot (Fawn Hill and Lot 3, Block 2 35,059 101 279 Bentz Court. A variance is being requested. Lot 4, Block 2 17,502 89 161 Double fronting lot (Galpin Lot 5, Block 1 18,403 80 165 Blvd.) Double fronting lot (Galpin Lot 6, Block 2 17,522 100 169 Blvd. Bluff Creek primary abuts, wetland, steep slopes. Outlot A 12,631 Developer proposes to sell to abutting ro ert. 0.29 acres Bluff Creek primary abuts, wetland, steep slopes. Outlot B 24,497 Developer proposes to sell to abutting ro ert. 0.56 acres Steep slopes. Developer Outlot C 14,576 proposes to sell to abutting Planning Commission Fawn Hill — Rezoning, CUP, Preliminary Plat, & Variance Planning Case 2017- 15 July 18, 2017 Page 13 of 17 Setbacks: Front — 25 ft. from ROW, side — 5 ft. on garage side and 10 ft. on house side, rear — 25 ft., Bluff Creek primary — 40 ft., wetland — 20 ft. buffer and 30 ft. buffer setback. Hard Coverage: 35% RECOMMENDATION Staff recommends that the Planning Commission recommend approval of the development subject to the following conditions: Conditional Use Permit: 1. Outlot E, encompassing the large wetland area, shall be dedicated to the City. 2. The developer shall install signage at lot lines corner and at the change in angle along the west portion of Lots 2, 3 and 4, Block 1 to demarcate the Bluff Creek Primary Zone. Subdivision with Variances: Building: 1. Provide a 1:200 "clean" plat drawing. 2. Demolition permits required for the removal of any existing structures. 3. Proposed street -name (Fawn Hill Road) is acceptable to the Building Official. 4. Buildings may be required to be designed by an architect and/or engineer as determined by the Building Official. Areas . ft. Frontage ft. Depth ft. Notes Code LM) 9,000 50 110 property. 0.33 acres Outlot D 15,741 Bluff Creek primary abuts, wetland, steep slopes. Developer proposes to sell to abutting ro ert. 0.36 acres Outlot E 193,902 Bluff Creek Primary Zone, Wetlands. To be dedicated to the city. Outlot F 1,911 Developer proposes to sell to abutting ro ert. 0.04 acres ROW 48,426 1.11 acres Total 507,182 11.64 acres Setbacks: Front — 25 ft. from ROW, side — 5 ft. on garage side and 10 ft. on house side, rear — 25 ft., Bluff Creek primary — 40 ft., wetland — 20 ft. buffer and 30 ft. buffer setback. Hard Coverage: 35% RECOMMENDATION Staff recommends that the Planning Commission recommend approval of the development subject to the following conditions: Conditional Use Permit: 1. Outlot E, encompassing the large wetland area, shall be dedicated to the City. 2. The developer shall install signage at lot lines corner and at the change in angle along the west portion of Lots 2, 3 and 4, Block 1 to demarcate the Bluff Creek Primary Zone. Subdivision with Variances: Building: 1. Provide a 1:200 "clean" plat drawing. 2. Demolition permits required for the removal of any existing structures. 3. Proposed street -name (Fawn Hill Road) is acceptable to the Building Official. 4. Buildings may be required to be designed by an architect and/or engineer as determined by the Building Official. Planning Commission Fawn Hill — Rezoning, CUP, Preliminary Plat, & Variance Planning Case 2017- 15 July 18, 2017 Page 14 of 17 5. A final grading plan and soils report must be submitted to the Inspections Division before permits can be issued. 6. Retaining walls over four feet high require a permit and must be designed by a professional engineer. 7. Each lot must be provided with separate sewer and water services. 8. The applicant and/or their agent shall meet with the Inspections Division as early as possible to discuss plan review and permit procedures. Engineering: The plat shall be modified to dedicate drainage and utility easements over the pipe from CBMH 2 to CBMH 12 to FES 13 and CBMH 14 to CBMH 7. The easements shall be sized to allow future excavation for a ratio of 1:1 (min) or 1:1.5 (preferred). 2. The developer will work with the city to resolve the drainage at the southeast corner of the proposed development and the northeast corner of Vistas at Bentz Farms. 3. The applicant shall submit a soils report indicating soil conditions, permeability and slope. 4. The benchmark location and elevation used for surveying shall be indicated on the grading plan. 5. Proposed spot elevations shall be shown on the grading plan at the center of the proposed driveway at the curbline and at corners of proposed building pads. 6. The plan shall be revised so that Note l O.A on the grading plan reads that disturbed areas will be restored with 6" of topsoil. 7. To provide draintile service where runoff will flow from the back to the front of lots, the plan shall be revised to include draintile between Lots 3 and 4 of Block 2. Lot 4, Block 1 and Lot 4 Block 2 grading plans shall be revised to grade away from the building pads. 9. 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). 10. The applicant shall submit the full SWPPP document to the city for review prior to grading on site. Planning Commission Fawn Hill — Rezoning, CUP, Preliminary Plat, & Variance Planning Case 2017- 15 July 18, 2017 Page 15 of 17 11. The plans shall identify the areas intended for stockpiling materials on site during construction. 12. The applicant shall meet the minimum requirements for stormwater set forth in City Code §9 -VII and requirements of the Riley -Purgatory -Bluff Creek Watershed District. 13. The applicant must obtain a permit from RPBCWD prior to final plat recording. 14. The SWMP Fee is $58,915.20. The SWMP Credit given for meeting the 1.1" volume abstraction is $29,457.60. The applicant must still verify that the 1.1" abstraction is met for the site. The net SWMP Fee due at the time of final plat of is $29,457.60. 15. Both walls shall be moved outside the perimeter drainage and utility easements that will be dedicated with this plat. 16. The existing retaining wall at the temporary turnaround constructed as part of Vistas at Bentz Farms shall be removed. 17. The Fawn Hill plan set proposes a 10.25% slope, but the developer's engineer shall revise the plan to achieve the 10.0% slope per the Forest Meadow as -built plans and the Vistas at Bentz Farms ghost plat of this parcel. 18. Fawn Hill Road and Bentz Court shall be public streets, owned and maintained by the city after acceptance of the public improvements by the City Council. 19. The street plan shall be revised to callout right-of-way widths and centerline gradients. 20. A street light shall be installed at the intersection of Fawn Hill Road and Bentz Court. A $300 fee shall be collected with the development contract for electricity costs for the first year of operation. 21. All proposed driveways shall follow the city setback requirements of 10 feet from the property line. The driveways for Lots 2-4 of Block 1 and 3-5 of Block 2 shall be revised to meet the setback. 22. ADA compliant pedestrian ramps shall be installed at the intersection of Bentz Court and Fawn Hill Road and at the entrance to Sugarbush Park. 23. Sanitary sewer shall be owned and maintained by the city after acceptance of the public improvements by the City Council. 24. The existing home on Lot 3, Block 2 shall be connected to the proposed sewer system and the existing mound system shall be removed prior to the acceptance of the public sanitary sewer. 25. Water main shall be owned and maintained by the city after acceptance of the public improvements by the City Council. Planning Commission Fawn Hill — Rezoning, CUP, Preliminary Plat, & Variance Planning Case 2017- 15 July 18, 2017 Page 16 of 17 26. The existing home on Lot 3, Block 2 shall be connected to the proposed water system prior to the acceptance of the public water main. 27. Storm sewer installed with this subdivision shall be owned and maintained by the city after acceptance of the public improvements by the City Council. 28. The grading proposed will route some of the Galpin Boulevard ditch runoff as overland, sheet flow to a pick-up catchbasin located on Lot 5, Block 2. The plan shall be revised to include a pick-up catchbasin within the right-of-way rather than routing the stormwater onto the residential lot. 29. The plan shall be revised to locate CBMH 4 outside of the driveway area for Lot 1, Blockl. 30. The plan shall be revised to include CBMH 14 in the structure table on plan page 4. 31. The plan shall be revised to show velocities on the FES table on plan page 4. All FES pipe shall have non-erosive velocities (3.5-5.0 feet per second). 32. The plan shall be revised to remove the environmental sumps from CBMH 7 and installed on CBMH 3 and 6. This CBMH are preferred because they are downstream to catch more debris and are on the street for easier future maintenance access. 33. The plan shall be revised to show the entire storm pond that the development is using for stormwater management. 34. To avoid having stormsewer pipe in backyard easements, staff recommends routing the stormwater system down Bentz Court and up Fawn Hill Road rather than between Lots 1 and 2 of Block 2. 35. The storm crossing elevation at Station 1+25 shall be corrected. 36. The plan shall be revised to increase the pipe slope to FES 13 to 1.00% or greater per the MN Stormwater Manual to prevent ice damage to the pipe. 37. The plan shall be revised to use 15" RCP as the minimum stormwater pipe size for future maintenance access. 38. Water and sewer partial hook-ups are due at the time of final plat. For 10 units, the sanitary partial fee is $6,910.00 and the water partial fee is $21,470.00. The remaining hook-up fees will be due with the building permit at the rate in effect at that time. Natural Resources: 1. The minimum number of overstory trees required to be planted in the development is 81. 2. Tree preservation fencing shall be installed around existing trees to be saved prior to any construction activities and remain installed until completion. 3. The applicant shall install the required bufferyard plantings along Galpin Blvd. Planning Commission Fawn Hill — Rezoning, CUP, Preliminary Plat, & Variance Planning Case 2017- 15 July 18, 2017 Page 17 of 17 Parks: 1. Full park fees in lieu of additional parkland dedication and/or trail construction shall be collected as a condition of approval for Fawn Hill. Planning: 1. The applicant shall resolve the issues with Outlots A, B, C, D and F prior to final plat approval. 2. Outlot E, encompassing the large wetland area, shall be dedicated to the city. 3. The developer shall install signage at lot lines corner and at the change in angle along the west portion of Lots 2, 3 and 4, Block 1 to demarcate the Bluff Creek Primary Zone. ATTACHMENTS Findings of Fact and Recommendation Development Review Application Project Narrative Sathre-Bergquist, Inc. dated June 15, 2017 Reduced Copies Development Plans Sheets 1 — 11 dated 6/14/17 Reduced Copy Tree Survey Dated 6/14/17 Reduced Copies SWPPP Dated 6/14/17 (3 pages) Reduced Copy Alta/NSPS Land Title Survey Reduced Copy Preliminary Plat — Fawn Hill Reduced Copy Final Plat — Fawn Hill Letter from Carver County to Robert Generous dated 7/6/17 Email from RPBC Watershed District to Applicant dated 7/5/17 Public Hearing Notice and Mailing List G:\PLAN\2017 Planning Cases\17-15 - Fawn Hill 1-7-15 COMMUNITY DEVELOPMENT DEPARTMENT Planning Division - 7700 Market Boulevard CITY OF CfMHMSEN Mailing Address - P.O. Box 147, Chanhassen, MN 55317 Phone: (952) 227-1300 / Fax. (952) 227-1110 APPLICATION FOR DEVELOPMENT REVIEW Submittal Dale: %,.—/Ei.- /7 PC Date: 'r -/ 9 —/ - CC Dale. F -/U -/7 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 ED Subdivision (SUB) ❑ Minor MUSA line for failing on-site sewers., .. $100 ❑ Create 3 lots or less .................... ...... __. .$300 ® Conditional Use Permit (CUP) ® Create over 3 lots .......................$600 + $15 per lot ❑ Single -Family Residence ................................ $325 o lots) ❑ Metes & Bounds (2 lots).................................. $300 ® All Others......................................................... $425 ❑ Consolidate Lots .............................................. $150 ❑ Interim Use Permit (IUP) ❑ Lot Line Adjustment.........................................$150 ® Final Plat $700 El In conjunction with Single -Family Residence.. $325 .......................................................... E:1 All Others $425 (Includes $450 escrow for attorney costs)" ......................................................... '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) © All Others ......................................................... $500 © Variance (VAR) .................................................... $200 ❑ 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: El Residential Districts ......................................... $500 Plus $5 per dwelling unit ( units) ❑ Welland 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 ( 7/ addresses) Qi Escrow for Recording Documents (check all that apply)...................................................................... $50 per document ❑ Conditional Use Permit ❑ Interim Use Permit ❑ Site Plan Agreement ❑ Vacation ❑ Variance ❑ Wetland Alteration Permit ❑ Metes & Bounds Subdivision (3 docs-) ❑ Easements( easements) TOTAL FEE: �3037,_� Description of Proposal Property Address or Location: 7z';C lCou[E ✓.1PAA Parcel #: Legal Description: _-SEE .1T-rgC_4.F e Total Acreage: 99 Wetlands Present? E9 Yes ❑ No Present Zoning: Select One 4-,Z Requested Zoning: Select One fzGH Present Land Use Designation: Select One 46 Requested Land Use Designation: Select One 5� Existing Use of Property.�L * S..uv« fes. iv�Es/L1E�ef= Q Check box is separate narrative is attached Cl` OFCHANHASJ.(,, RECEIVED JurJ i 0 2017 CHANHAW"AWNG DEPt Section 3: Property Owner and 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, 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 whore 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: HP Holdings, LLC (info attached previously) Contact. Address: Phone: City/State/Zip: Cell: Email: Fax: Signature: Date: — PROPERTY OWNER: In signing this application, I, as property owner, have full legal capacity to, and hereby do, authorize the filing of this application. I understand that conditions of approval are binding and agree to be bound by those conditions, subject only to the right to object at the hearings or during the appeal periods. I will keep myself informed of the deadlines for submission of material and the progress of this application. I further understand that additional fees may be charged for consulting fees, feasibility studies, etc. with an estimate prior to any authorization to proceed with the study. I certify that the information and exhibits submitted are true and correct. Name: Chanhassen Investments LLC Contact: Timothy J. Brown Address: 6035 Culligan Way Phone: (952) 294-2126 City/State/Zip: Minnetonka/MN/55345 Cell: (651) 226-9040 Email: i jmscompanies.com Fax: Signature: yo Date: 6/19/17 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 clays 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: Sathre-Bergquist, Inc (info attached previously) Contact: Address: Phone: City/State/Zip: Cell: Email: Fax: InformationSection 4: Notification Who should receive copies of staff reports? 'Other Contact Information: ❑ Property Owner Via: ❑ Email ❑ Mailed Paper Copy Name: F11 Applicant Via: 2 Email ❑ Mailed Paper Copy Address: 0 Engineer Via: 0 Email ❑ Mailed Paper Copy City/State/Zip: ❑ Other' Via: ❑ Email ❑ Mailed Paper Copy Email: INSTRUCTIONS TO APPLICANT: Complete all necessary form fields, then select SAVE FORM to save a copy to your device. PRINT FORM and deliver to city along with required documents and payment. SUBMIT FORM to send a digital copy to the city for processing. SAVE FORM PRINT FORM SUBMIT FORM .. .91M.E. ITUM-1 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 v-911 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: "A --s tel' Contact: %gra /iA Cie/ TI_ Address: hl� 3 ('. ,Lubg wy Phone. 95a City/State/Zip: _- G�iui��r�t.► N✓ S3 �y� Cell: b/1 7,2 — 9 7kf) / Email: - Fax: _ Signature: - Date: is Zc,i7 PROPERTY OWNER: In signing tfs application, I, as property owner, have full legal capacity to, and hereby do, authorize the filing of this application. I understand that conditions of approval are binding and agree to be bound by those conditions, subject only to the right to object at the hearings or during the appeal periods. I will keep myself informed of the deadlines for submission of material and the progress of this application. I further understand that additional fees may be charged for consulting fees, feasibility studies, etc. with an estimate prior to any authorization to proceed with the study. I certify that the information and exhibits submitted are true and correct, Name: L%✓,,r e:&l,eer-rr #s TX,XEF rytE Contact: �"'� E , MASGorT�L ..oGs►ttt I.alli� ,,� ✓,r Tt.-s T Address: Phone- City/State/Zip: _�,/w �„/R,�tF ,� A_14SS z z i Cell: LI -1 % OS _ C( lr aC Email: ttil1fGnftiJai-Ce (fe� ��i+'}�.f0/b1 Fax. Signature: /`1 _ if Cy I CL Lc � { t k L•` Date: Lc I t i I 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: ee-ek el 5, 5.4 y"" )Contact: Address: /sSa Sc✓»✓ Q .►owns Phone: HS" -t - H76 -bort City/State/Zip: _ Ct/•fyzN ro iyy ss 39/ Cell: Email: mow/+Aa/ fy ScA Fax: Section 4: Notification Information Who should receive copies of staff reports? 'Other Contact Information: Property Owner Via: ❑ Email ❑ Mailed Paper Copy Name: Applicant Via: ® Email ❑ Mailed Paper Copy Address: Engineer Via: ® Email ❑ Mailed Paper Copy City/State/Zip: ❑ Other' Via: ❑ Email ❑ Mailed Paper Copy Email: INSTRUCTIONS TO APPLICANT: Complete all necessary form fields, then select 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 t0 the city for processing (required). ( SAVE FORM PRINT FORM SUBMIT FORM l_ _ YOFCHANHASSEi RECEIVED J" 102017 C"AN"AggN PUNNING DEPT �JkS 5411 June 15, 2017 SATHRE-BERGQUIST, INC. 150 SOUTH BROADWAY, WAYZATA, MINNESOTA, 55391 TEL:(952)476-6000 FAX:(952)476-0104 Project: Fawn Hill Location: Chanhassen, Minnesota Subject: Project Narrative Developer/Applicant: HP Holdings, LLC 6025 Culligan Way Minnetonka, Minnesota 55345 Tom Bakritges Director of Land Development 612-272-9701 tomb @ homestead-partners.com wEB:www.SATHRE.COM Property Owner: Anne E Marcotte Site Address: 7240 Galpin Boulevard, Chanhassen, Minnesota 55331 Parcel ID: 250101521 (10.98 acres) Watershed: WS 064 RPBC Site Area: +/- 11 acres Current Zoning: A2- Agricultural Estate District 2020 Land Use: Residential Low Density (net 1.2-4 units/acre) 0FC14ANr1AS-3Er RECEIVED dura e l01/ CHANHA ENPLANNINGOEPT Requests — 1. Rezoning from Agricultural Estate (A2) to Residential — Low & Medium Density (RLM). 2. Preliminary Plat - Single Family Residential Development for 10 single family lots, creating nine new homes and 1 existing home to remain with 6 outlots. 3. Variance — For double frontage lot for existing home to remain. Preliminary Plat — The applicant is requesting rezoning and preliminary plat approval for 10 detached single- family lots and 6 outlots. A variance is also requested for the existing home to be a double fronted lot. Fawn Hill Road will be extended north to connect both existing dead- end roads and a cul-de-sac, Bentz Court will be constructed, please see the preliminary -2— June 16, 2017 plat for FAWN HILL. The streets are 31 ft b -b, within a 60' ROW, the cul-de-sac has a 45.5 ft radius to the back of curb and a 60' ROW radius. Sanitary sewer and watermain are available to service the site. The plat will provide for the necessary public street right- of-way within the development and along Galpin Boulevard. The lots meet the RLM district requirements. RLM — Mixed Low and Medium Density Residential District Standards: Minimum Lot Area — 9,000 sf (single family dwelling) Minimum Lot Frontage — 50 ft Minimum Lot Frontage — CDS Lot — 50 ft at setback Minimum Lot Depth — 110 ft (single family) Maximum Lot Coverage — 35% (single family) Setbacks — Fysb: 25 ft Sysb: 5 ft garage / 10 ft house (min 15 feet between homes) Rysb: 25 ft Maximum Height — 35 ft (3 stories) Bluff Creek/ Stormwater — The site is in the Bluff Creek Overlay District. No work or impacts are proposed within the 20 foot wetland buffer (primary zone). Some minor grading will be necessary in the secondary zone on the north end of the existing stormwater treatment pond area (please see the proposed grading plan. One wetland exists on the property, no impacts are proposed to that wetland. The site drains from the northeast to the southwest. The runoff will be picked up by a concrete storm sewer system and routed to the exiting stormwater pond in The Vista at Bentz Farms. An updated stormwater report will be submitted to the City and the Watershed for their review and approval. For the lookout and full basement style lots, draintile services will be installed to all for the homes to have sump pump discharge connection points. A 6" draintile will be installed to the proposed retaining wall (short wall, 3' to 4' in height) along the rear of lot 5, this will allow the drainage system installed behind the retaining wall to have a discharge connection point. One other small landscaping wall is proposed in the rear of lot 2, adjacent to the existing home. The maintenance of each retaining wall will be the responsibility of each lot owner. -3— Tree Preservation: June 16, 2017 The site contains 129 significant trees that are fair to good quality. Of the 129 trees only 27 will be impacted by the development. Per city requirements, each lot shall be provided with a minimum of one deciduous or conifer tree to be placed in the front yard and a row of coniferous trees will be planted along Galpin Boulevard to screen from daily traffic flow. Variance Request: As noted above, a variance is being requested to all for the existing home to remain on- site, on a lot that would be a double fronted lot. The existing home would meet the necessary front yard setback requirements from both streets. Outlots: There are 6 Outlots being created with the development. Outlots A and B may be purchased by current property owners to the north in the forest meadows development. Outlot C may be purchased by either the property to the north in the forest meadows development or Lot 4 Block 1. Outlot D may be purchased by Lot 3 Block 1. Outlot E will be dedicated to the city. Outlot F may be purchased by Lot 4 Block 2 of the Vistas at Bentz Farm development or Lot 6 Block 2 of the Fawn Hill development. Lot Tabulation: -4- June 16, 2017 FAWN HILL C1tasibusen, Minnesota Projects 37865-001-200 Date June 9.2017 Homestead Partners, Prepared for: Prepared b,: Sathre-Bergquist, Inc. LLC 6035 Culligan Way Minnetonka. 150 Broadway Ave. S. MN 55345 Wayzata. MN 55391 Contact: Torn Bakritges Contact: David Pemberton lel: 612.272.9701 tel. 952.476.6000 BLOCK I GROSS AREA WETL NI) AREA NET AREA W[DTH re- SETBACK Lai 1 21.132 s 0.49 acres 0 &f. 21,132 s.f. 0.49 acres 77 +;• Lf La 2 24.815 s f 057 acres 0 s.f. 24.815 s.f. 0.57 saes 77.5 +!• Lf. Lot 3 19.020 s f 11.44 acres 0 s f. 19,020 s.f 0.44 saes 773 +!- Lf. Lot 15,132 if 0.35 acres 0 s.f. 15,132 s.f 0.35 acres 82.1 +:. Lf. Total 80,098 s.f. 1.84 acres 0 s.f. 80.0911 s.f. 1.84 acres BLOCK 2 GROSS AREA WETLAND AREA NET AREA RIDTH re SETBACK Lot 1 15.479 s f. 0.36 acres 0 $1. 15,479 s.f 0.36 acres 108.1 +,. Lf. La 2 11.434 s_f. 0.26 acres 0 s.f. 11.434 s.f. 0.26 acres 108.3 4 - If Lot 3 35.059 s.f. 0.90 acres 0 51 35.059 s. f. 0.80 acres 104.8 +/- If Lot 17.502 s_f. 0.40 acres 0 s_f 17502 s.f. 0.40 acres 89.4 +;_ if. 1.15 18.403 s.f. 0.42 acres 0 s.f. 18.403 s.f 0.42 acres 79.8 fr'- If Lot 6 17322 s.f. 0.40 acres 0 5.f. 17.522 s.f. 0.40 acres 100.5 +,'- If Taal 115,399 s f 2.65 acres 0 s f 115,399 s.f. 2.65 acres OVTLOT GROSS AREA WETLAND AREA NET AREA A 12,631 s f. 0.29 acres 0 s.f. 12.631 s.f 0.29 acres B 24,497 3.f. 0.56 acres 0 3.f. 24,497 s.f 0.56 acres C 14,576 s.f. 0.33 acres 0 3_f 14,576 s.f 0.33 acres D 15,741 s.f. 0.36 aces 0 51 15,741 s.f. 0.36 acres E 193,902 s f. 4.45 acres 177,738 s.f. 16,164 s.f. 0.37 acres F 1,911 s_f. 0.04 acres 0 3_f. 1.911 s.f. 0.04 acres Total 263.258 s_f 6.04 acres 177,738 s.f. 85520 s.f. 1.96 acres RAV GROSS AREA WETLAND AREA NET AREA 48.426 s.f 1,11 acres 0 s.f 48.426 s.f 1.11 acres TOT %L GROSS AREA WETLAND AREA NET AREA 507,182 s.f 11.64 acres 177.738 s.f. 329,444 s.f. 7.56 acres CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA FINDINGS OF FACT AND RECOMMENDATION IN RE: Application of HP Holdings, LLC, Chanhassen Investments, LLC and Anne E. Marcotte — Planning Case No. 2017-15, Fawn Hill. Request for a Rezoning of property zoned Agricultural Estate District (A-2) to Residential Low and Medium Density District (RLM); a Conditional Use Permit for development within the Bluff Creek Corridor; and Preliminary Plat creating 10 lots, 6 outlots and right of way for public streets (19.645 acres) with a Variances for a double fronted lot and street grades in excess of seven percent located at 7240 Galpin Boulevard. On July 18, the Chanhassen Planning Commission met at its regularly scheduled meeting to consider the application of HP Holdings, LLC, Chanhassen Investments, LLC and Anne E. Marcotte for a single-family residential development. The Planning Commission conducted a public hearing on the proposed development preceded by published and mailed notice. The Planning Commission heard testimony from all interested persons wishing to speak and now makes the following: FINDINGS OF FACT 1. The property is currently zoned Agricultural Estate District (A-2). 2. The property is guided in the Land Use Plan for Residential — Low Density uses. 3. The legal description of the property is shown on the attached Exhibit A. 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 including land use guide of Residential Low -Density. b. The proposed zoning is or will be compatible with the present and future land uses of the area. c. The proposed zoning conforms with all performance standards contained in the Zoning Ordinance. d. The proposed zoning will not tend to or actually depreciate the area in which it is proposed, because it will maintain the development patterns in the area. There will not be any physical changes to the property required. e. The proposed zoning can be accommodated with existing public services and will not overburden the city's service capacity, subject to their availability. f. Traffic generation by the proposed zoning is within capabilities of streets serving the property. 5. SUBDIVISION FINDINGS a. The proposed subdivision is consistent with the zoning ordinance and meets all the requirements of the "RLM" Residential Low Medium Density District. 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 this chapter; e. The proposed subdivision will not cause significant environmental damage subject to compliance with conditions of approval; f. The proposed subdivision will not conflict with easements of record, but rather will expand and provide all necessary easements. 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. VARIANCE FINDINGS WITH A SUBDIVISION. a. The hardship is not a mere inconvenience by providing reasonable access to the existing Fawn Hill Road to the north and retains the existing house on the property 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 and Bluff Creek; 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 potentially significant impacts on the site. 7. 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 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 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 developer shall preserve the Bluff Creek primary zone. d. The proposed development will not be hazardous or disturbing to existing or planned neighboring uses. The Bluff Creek primary zone shall be preserved as permanent open space. 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 developer shall preserve 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 the Bluff Creek primary zone as permanent open space. 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, rodents, or trash. The developer shall preserve 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. The developer shall preserve 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 the Bluff Creek primary zone as permanent open space. j. The proposed development will be aesthetically compatible with the area. The developer shall preserve the Bluff Creek primary zone as permanent open space. k. The proposed development will not depreciate surrounding property values. The developer shall preserve 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, V, VI and XXI of the Chanhassen City Code. The developer shall preserve the Bluff Creek primary zone as permanent open space as required by city code. 8. The planning report #2017-15 dated July 18, 2017, prepared by Robert Generous, et al, is incorporated herein. RECOMMENDATION The Planning Commission recommends that the City Council approve the proposed development including rezoning of the property from Agricultural Estate (A-2) to Residential -Low & Medium Density (RLM); a Conditional Use Permit to permit development within the Bluff Creek Corridor; and Preliminary Plat approval for 10 lots, 2 outlots and public right of way with Variances for a double fronted lot and street grades in excess of seven percent for a single-family detached subdivision. ADOPTED by the Chanhassen Planning Commission this 18`x' day of July, 2017. CHANHASSEN PLANNING COMMISSION Its Chairman 0 EXHIBIT A Legal Description: That part of the Northwest Quarter of the Southwest Quarter of Section 10, Township 116, Range 23, Carver County, Minnesota described as follows: Commencing at the West Quarter corner of said section 10; thence on an assumed bearing of South 1 degree 56 minutes 40 seconds East along the West line of said Southwest Quarter, a distance of 1213.40 feet; thence North 88 degrees 03 minutes 20 seconds East, a distance of 464.93 feet; thence North 1 degree 56 minutes 40 seconds West on a line parallel to said west line of the Southwest Quarter, a distance of 289.19 feet; to the point of beginning of the tract to be described; thence continuing North 1 degree 56 minutes 40 seconds West on a line parallel to said west line of the Southwest Quarter, a distance of 272.96 feet; thence North 88 degrees 03 minutes 20 seconds East, a distance of 818.71 feet; thence South 6 degrees 43 minutes 00 seconds West a distance of 276.11 feet; thence South 88 degrees 03 minutes 20 seconds West, a distance of 777.13 feet to the point of beginning. And That part of the Northwest Quarter of the Southwest Quarter of Section 10, Township 116, Range 23, Carver County, Minnesota described as follows: Commencing at the West Quarter corner of said Section 10; thence on an assumed bearing of South 1 degree 56 minutes 40 seconds East along the West line of said Southwest Quarter, a distance of 651.25 feet to the point of beginning of the tract to be described; thence continuing South I degree 56 minutes 40 seconds East along said West line of the Southwest Quarter, a distance of 562.12 feet to a point 1,213.40 feet distant from said West Quarter corner of Section 10; thence 88 degrees 03 minutes 20 seconds East, a distance of 464.93 feet; thence North 1 degree 56 minutes 40 seconds West on a line parallel to said West line of the Southwest Quarter, a distance 562.15 feet; thence South 88 degrees 03 minutes 20 seconds West, a distance of 464.93 feet to the point of beginning. And Outlot B, C and D, VISTAS AT BENTZ FARMS, according to the recorded plat thereof, Carver County, Minnesota. 5 Pond #1 NWL-956 0 SYMBOL LEGEND DESCRIPTION PROPOSED EXISTING cmTouR 955— --955— CHECKED BY RSA1 — DAA i0•iaE Lo" L.45 mTEIN" WM- ISY SUIDBSEgVICK@OUNW r - - - FARM SOIMOMV LM OHSwE -- - - - - - - W W'-0RM� SNXYAR)G'GrS�Yi---0- G' aTwrtBi6lYMapE •� - - AAMMDMECrsRMIW,i;i SrCI1V 87UCTU1E LAM mCEI SNIrtMVB*IiCTI11E LAB 3 S SMnrtMK aEMER xWn0.E '�-� -�"'�� — wEti ® Li oRAw F.owwrpsARt`w o � FJ'E%ielcr wen 0w" ansolsoLOG++`u 'r SaTnBn raEEPRIVATION nil= - - - - SMRi61oE ® m ® -r-ir M SPOT BE1MTpi W° ,,Y° TSC ww flPIATIm trtam saE EIW' iRE RNiOIOM rewuioewaX F orf: Zon rig Proposed Zoning - RLM 35% Max Impm cxis M.n Wdth - 5011 Min Area - 9,000 at Min Depth - 110 it Fysb - 25 It Sysb - 15 R Total - 51t GRaga I - 25 It 60Row - 31' BB Streets otend r-ste Weteno Is a Manage 2 anage 2 Wetlands iffer - 20R Me, SetbaCK - 30 ft urt Cn1wk O+sn I Districtta ra wdhm the Pnrnery Corridor the Blurt CreeK Omray Dstr t MbeG fMM Comoor - 40R'aei Feet 2011- No D.sNmanoas Second 200 - No Structures I d,raded by the C ry of "nhassen, the boundary for the uff Creek Ovenay D.st cf 15 the Ige of wat and Comdor set`a,`,,k, a taken from the wet" edge SHEET INDEX TABLE SHEET Description 01 Title Sheet 02 Street Plan 03 Sewer and Water Plan 04 Stam Sewer Plan 05 Grading Plan OB Erosion Conitd Plan PREPARED BY III PREPARED FOR WAYZATA. MINNESOTA 55391 111 MINNETONKA, 156345 PHONE(952)4476-6000 (CONTACT PHONE .(952)176-0101 TOM BAK R! -GES PHONE (612( 272-9701 CONTACT ROBERT MOLSTAp, P.E. 170Me0H0NESTEADPAWNERSCOM EMAIL MOLSTAD�SATHRE COM c,IT`! OF RECEIVED�Ert JUN 2 '► 2017 A CHANHASORANNIwEPT +6 j-1-01 50 25 0 25 50 100 moons SCALE IN FEET EXISTING UTILITIES SHOWN ARE SHOWN IN AN APPROXIMATE WAY ONLY THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ANY AND ALL EXISTING UTILITIES BEFORE COMMENCING WORK HE AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES ARISING OUT OF HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL EXISTING UTILITIES FILE NO. TITLE SHEET 37805-081-200 t FAWN HILL 01 H P HOLDINGS , LLC. 11 --mu NAA! No. BASE FAWN BY DATE REVISIONS _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — -- — — — — — — — — — — — — — — — — — — — --------------- USE (INCLUDING COPYING, DISTRIBUTION, Al CONVEYANCE OF I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I bas S&4� SATHRE-BERGOUIST, INC's EXPRESS WRITTEN AUTHORIZATION USE WITHOUT AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE �? `°o SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE SHALL THEREBY LAWS OF THE STATE OF MINNESOTA au '� SATHRE-BERGQU IST INC. INDEMNIFY SATHREBERGOUIST, INC. OF ALL RESPONSIBILITY _ -- :_._ s SATHRE-BERGOUIST, INC RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE , . m 100 SOUTH BROADWAY WAYZATA. MN- SM (062) 47541000 USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING - - - - ` `" - ° -` 4141 FROM ILLEGITMATE USE ROBERT S MOLSTAD, P E - - — — — -- °aE Date - Lc No CITY PROJECT NO H A N H AS S E N , MINNESOTA TCW CHECKED BY RSA1 — DAA — 0817417 ■ I Pm tt�t!-w-wPp'= . - NaJMNI .awl san Ta f- TaP.N S 2 ta. a.a s..rJ N e n..,.T.,.w wp,.a .•.,,w .. w .tw.a a,. wt w.v.Kta -asu.< .coPa. �v.�,a....w aw rt •w > " :.o... e M-•.�. Jr :.sc ao-o e.w Jaw w NOtiaF >a• INN :is a 'f. -YPICA: RESDEN STREET E7 SECTION ON EN FTA'10 0EPA4rME/r 1-- 52'- I II�I��!pi� iwc ffw-c c• It 11 j I E ` v K 1 �Ij b i S�TLT f �QnQFt4R� Oeasstriw Curo Romps L Page 1a1 5 -. - 5215 ?TC 1 _ NOO Alf 4 6 c0� 3 1010 1000 990 980 SEE CITY DETAIL PLATES 5215A-0 FOR FOR REMAINDER OF PEDESTRIAN RAMP DETAILS 970 960 950- 3 sw. tar m B.s tar m t1a! J 4 OE" \1® � Aaew EM e• W11. � ``✓A • iR 20i y_v 12oo0 PVI STA5H07.60 wt pwra.3 1 L - lY� s, s.nrtctr. r-ta...�. r -wow w ls•N -q tY-a... a •vv.vew e.. c w root 3.2B - id QH r B.- %a Nw- r, 9�s c Not to sods I Pm tt�t!-w-wPp'= . - NaJMNI .awl san Ta f- TaP.N S 2 ta. a.a s..rJ N e n..,.T.,.w wp,.a .•.,,w .. w .tw.a a,. wt w.v.Kta -asu.< .coPa. �v.�,a....w aw rt •w > " :.o... e M-•.�. Jr :.sc ao-o e.w Jaw w NOtiaF >a• INN :is a 'f. -YPICA: RESDEN STREET E7 SECTION ON EN FTA'10 0EPA4rME/r 1-- 52'- I II�I��!pi� iwc ffw-c c• It 11 j I E ` v K 1 �Ij b i S�TLT f �QnQFt4R� Oeasstriw Curo Romps L Page 1a1 5 -. - 5215 ?TC 1 _ NOO Alf 4 6 c0� 3 1010 1000 990 980 SEE CITY DETAIL PLATES 5215A-0 FOR FOR REMAINDER OF PEDESTRIAN RAMP DETAILS 970 960 950- 3 sw. 990 J O 2 ~ t'a 2 / X. R MOVE CONCRETE " WMl( aFla;.;l'E \ 200 SF 7• 0 S \ sF w Pond 01 FAWN HILL RD LVC241L3S LOW PT STA 2.12-27 LOW PT E".. 97144 PIA STA 1.57.10 PVA ELEY.977.00 K:34.,e 77� - w.® 6LL 1010 1000 LVC:196.27' sw. 990 LeDpBt 4 p O \1® 9,46 O D 0 0 94, 6 O 17.79 rs°C LOW PT ELEV: 968.41 0.17.79 12oo0 PVI STA5H07.60 wt 41.4435 'rI 3 s. 0, Qmm of -q ;j _ - c c id 980 9�s c a Ib lb 7 � -.t VQ 4Q m5 p OUTLOT F 970 4+94.57 27&00 'O e 6 s m 1010 1000 LVC:196.27' sw. 990 LeDpBt Lk1aK'.11ara arocow Ddb Ands 7CL-", LOW PT STA: 5-682 17.79 S11. 44' 5&O5E LOW PT ELEV: 968.41 0.17.79 12oo0 PVI STA5H07.60 wt 41.4435 'rI PVI ELEV'.967.00 _� -q ;j _ - K:34.04 c id 980 9�s c a ,s$ _9 _ � -.t 29. SW 2r s7.99E ,zt 970 980 -0-50 0.00 0650 1400 1-50 2.00 2.50 3400 3.50 4400 4.50 5x00 5450 6.00 6.50 EXISTING UTILITIES SHOWN ARE SHOWN IN AN APPROIOMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ANY AND ALL EXISTING UTILITIES BEFORE COMMENCING WORK HE AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES ARISING OUT OF HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL EXISTING UTILITIES. DRAWING NAME NO. BY DATE - REVISIONS USE (INCLUDING COPYING. DISTRIBUTION. ANDIOR CONVEYANCE OF I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS BASE FAWN _ _ _ _ INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I DRAWN BY _ _ _ SATHRE-BERGQUIST, INC.'s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE TOW _ SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY LAWS OF THE STATE OF MINNESOTA CHECKED BY - INDEMNIFY SATHRE-BERGOUST INC. OF ALL RESPONSIBILITY. RSM - - SATHRE-BERGQUIST INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE DATE USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING FROM ILLEGITMATE USE ROBERTS- MOLSTAD. P.E 06/14/17 Date U& NIX ?EE0.5 S�qL a w H SATHRE-BERGQUIST, INC. 0 150 SOUTH BROADWAY WAYZATA, MK 05381 (962) 47&00 C H A N H A S S E N. W¢ MINNESOTA atifgS P,6+? STREET NOTES: ALL PIRIIC STREETS ARE 3"40 UNl E55 OTIERWSE NOTED. CURB DIMENSIONS ARE BACX TO BACK /J 2 SEE DETAILS SM b 2u FOR STREET DESIGN STANDARDS. AT `f'• `�F�, 1 A SIDEWALKS SMALL BE 6. CONSTRUCT PED AND OkROADINTERSECTON PER STANDARD DETAIL PLATE 29. S. l ALL STORM SEWER STRUCTURES SNNI BE EXPOSED DURING STRID UNE OP CURB TO ENSURE PROPER qT WTR PLISTIC. RIgGS. FAWN HILL RD sw. Rdlu LeDpBt Lk1aK'.11ara arocow Ddb Ands 7CL-", 0-00.00 17.79 S11. 44' 5&O5E 0.17.79 12oo0 17.44 wt 41.4435 'rI "�i.° _� -q ;j _ - C2 cp R 74 -'t - 9�s c a ,s$ _9 _ � -.t 12234 SW 2r s7.99E C3 4+94.57 27&00 217.43 e P s m o -� t6 19&09 S37. 59.51.44E 75'3930' LI gq 3 - m -0-50 0.00 0650 1400 1-50 2.00 2.50 3400 3.50 4400 4.50 5x00 5450 6.00 6.50 EXISTING UTILITIES SHOWN ARE SHOWN IN AN APPROIOMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ANY AND ALL EXISTING UTILITIES BEFORE COMMENCING WORK HE AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES ARISING OUT OF HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL EXISTING UTILITIES. DRAWING NAME NO. BY DATE - REVISIONS USE (INCLUDING COPYING. DISTRIBUTION. ANDIOR CONVEYANCE OF I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS BASE FAWN _ _ _ _ INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I DRAWN BY _ _ _ SATHRE-BERGQUIST, INC.'s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE TOW _ SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY LAWS OF THE STATE OF MINNESOTA CHECKED BY - INDEMNIFY SATHRE-BERGOUST INC. OF ALL RESPONSIBILITY. RSM - - SATHRE-BERGQUIST INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE DATE USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING FROM ILLEGITMATE USE ROBERTS- MOLSTAD. P.E 06/14/17 Date U& NIX ?EE0.5 S�qL a w H SATHRE-BERGQUIST, INC. 0 150 SOUTH BROADWAY WAYZATA, MK 05381 (962) 47&00 C H A N H A S S E N. W¢ MINNESOTA atifgS P,6+? STREET NOTES: ALL PIRIIC STREETS ARE 3"40 UNl E55 OTIERWSE NOTED. CURB DIMENSIONS ARE BACX TO BACK /J 2 SEE DETAILS SM b 2u FOR STREET DESIGN STANDARDS. AT `f'• `�F�, 1 A SIDEWALKS SMALL BE 6. CONSTRUCT PED AND OkROADINTERSECTON PER STANDARD DETAIL PLATE 29. S. l ALL STORM SEWER STRUCTURES SNNI BE EXPOSED DURING STRID UNE OP CURB TO ENSURE PROPER qT WTR PLISTIC. RIgGS. FAWN HILL RD BENTZ COURT 1000 - LMG5&w LVQIO3.1& L PT STA 1- LOIN PT E".. 97 .71 LOW PT STA 0.3&91 IPVI STA 1.5194 990 LOW PT ELEV' 967.99 PV7 ELEV:971.93 PN STA:0.5&59 IC31.00 S'.'.P PVI ELEV:967.26 �, m 8 & K:14.95 51z ' .. 980 970 "S: 0w0.00 0 PVIE: 96&43 980' rr�, -r,, -0-50 0-00 0-50 1400 1000 0(4c 980 970 960 950 1-50 2400 2-50 3400 3-50 50 25 0 25 50 100 y N ■o\o■ SCALE IN FEET FILE NO. STREET PLAN 37865-001-200 FAWN HILL 02 HP HOLDINGS. LLC. 11 sw. Rdlu LeDpBt Lk1aK'.11ara arocow Ddb Ands 7CL-", 0-00.00 17.79 S11. 44' 5&O5E 0.17.79 12oo0 17.44 S20. 5727.53E 41.4435 L21405.22 29A4 S0' 00' 00.00E C2 1.34.28 300.00 23&09 S2r 43' 51.94E 45'77'59' L3 3.72.32 12234 SW 2r s7.99E C3 4+94.57 27&00 217.43 S22' 4S 57.17E 45'19'01' C4 7.12.09 150.00 19&09 S37. 59.51.44E 75'3930' LI 9.10.19 1W59 875'49.4&41E swa cow Number Std. Rtlus L-119lh U.WChora Of d. Ddb A -g. L5 0.00.00 2nA5 949' 09.1&70'E '. BENTZ COURT 1000 - LMG5&w LVQIO3.1& L PT STA 1- LOIN PT E".. 97 .71 LOW PT STA 0.3&91 IPVI STA 1.5194 990 LOW PT ELEV' 967.99 PV7 ELEV:971.93 PN STA:0.5&59 IC31.00 S'.'.P PVI ELEV:967.26 �, m 8 & K:14.95 51z ' .. 980 970 "S: 0w0.00 0 PVIE: 96&43 980' rr�, -r,, -0-50 0-00 0-50 1400 1000 0(4c 980 970 960 950 1-50 2400 2-50 3400 3-50 50 25 0 25 50 100 y N ■o\o■ SCALE IN FEET FILE NO. STREET PLAN 37865-001-200 FAWN HILL 02 HP HOLDINGS. LLC. 11 d �i OUTLOT B OUTLOT C t o, t '1 OUTLOT D 1 0 \ � OD Q' e o W 1 •X _ t L 4a t _ \ - 1 ! m�a c: \p� 'o, I !LL 6fls `•{ �irm7 r � 8A � V \ L1•+i.'h � '= ` 01 4�y O �AA gg h \ OUTLOT F o^'in >2 O ,O� , , f+ u 61 6 1 Re7olle Y; -�. FAWN HILL ROAD 99C \ 1 ALL SANITARY SEWER SERVICES CONNECTED TO C9W MAIN SHALL UTILIZE AN 87X6' C900 TEE. I 980 C900 RISER PPE, C9W BEND, TRANSITION GASKET AND A SCH 40 LATERAL TO THE STUB MH2 2 ALL SANITARY SEWER SERVICES SHALL BE SCH 40 FROM THE MAIN TO THE STUB, EXCEPT AS I OUTLINED ABOVE STA 1+50 7 3 WATERMAIN SERVICES SHALL BE 10" COPPER I \ RIM 979 8 979 RIM 978 7 BE STAINLESS STEEL 980 BLD: 12.7 REFER TO DETAIL SHEETS TO SEE STRUCTURE DETAILS BLD 15.3 Haoe-seos HYDRANT 6 ALL HYDRANT BENCHMARKS ARE TOP NUT OF HYDRANT 7 MH 1 c VALVE \ 980 ti ' \ STA 2-75 7 ALL TIES AND DISTANCES ARE TO THE CENTER OF SURFACE STRUCTURES 9� 9 ' � pans RIM 973 5 MH EX7 WATERMAIN TEE BY MEANS DF APPROVED MEGAL UGS UNLESS OTHERWISE NOTED Q -- ,as3 BLD: 72.7 r:,r STA 4.153 MH EX6 ALL SEWER AND WATER SERVICES ARE EXTENDED 10 FEET BEYOND THE PROPERTY LINE eto 119 n�wrs T�72 _ �- RIM 969 5 STAd.67.2 \ 12 ALL VALVES ON THE WATERMAIN FOR THIS PROJECT SHALL BE GATE VALVES NO BUTTERFLY t17 r mm kY017ANT - BLD 116 RIM 968 4 VALVES SHALL BE USED ON THE WATERMAIN FOR THIS PROJECT �) 980 t VALVE -- �—�_-_ BLD 119 13 970 o T' 2 STA = 5 �: - _ 970 15 €B B. IEE�--- 16 BAG ALL HYDRANTS UNTIL THEY ARE TESTED AND PUT IN SERVICE 66r ALL 4'-12' WATERMAIN SHALL BE PVC C9W (DR25) ALL 16' WATERMAIN SHALL BE PVC C9D5 (DR18) 9 18 MECHANICAL BALLS SHALL BE INSTALLED IN SANITARY SEWER AT CONNECTION POINTS off,+ vc 35 19 960 92% TO ANY PUBLIC SEWER/WATERMAIN CONNECTION `g'wc 940 pmgOR35 YLF024n 9r0 -140D MOO 1.00 2.00 pis gDR 'I Z wv 'PVC IIGLF®,%11 h SC SDR 36 Bw sso 19 I 103 950 71'00 0.00 1+00 2.OD 3HXW 4400 5`00 12 -06 -- EXISTING UTILITIES SHOWN ARE SHOWN IN AN APPROXIMATE WAY ONLY THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ANY AND ALL EXISTING UTILITIES BEFORE COMMENCING WORK HE AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES ARISING OUT OF HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL EXISTING UTILITIES DRAWING NAME NO BY _ DATE _ _ _ REVISIONS USE (INCLUDING COPYING. DISTRIBUTION, AND/OR CONVEYANCE OF i HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS BASE -FAWN INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIB TED WITHW PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I DRAWN BY _ _ _ _ _ _ _ _ _ _ _ _ SATHRE-BERGQUIST, INC's EXPRESS WRITTEN AUTHORIZATION USE WITHOUT /M A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE TCW - SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY LAWS OF THE STATE OF MWNESOTA CHECKEDBV - -? - ? - - - - - - - - INDEMNIFY SATHRE-BERGQUIST, INC OF ALL RESPONSIBILITY RSM SATHRE-BERGQUIST, INC RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE - - - -� - - ;USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES DATE RESULTING ODATE FROM ILLEGITMATE USE ROBERT S. MOLSTAD, P.E Ue. No_1411. _. BENTZ COURT 990 - --- 1 ALL SANITARY SEWER SERVICES CONNECTED TO C9W MAIN SHALL UTILIZE AN 87X6' C900 TEE. I 990 C900 RISER PPE, C9W BEND, TRANSITION GASKET AND A SCH 40 LATERAL TO THE STUB I 2 ALL SANITARY SEWER SERVICES SHALL BE SCH 40 FROM THE MAIN TO THE STUB, EXCEPT AS I OUTLINED ABOVE 3 WATERMAIN SERVICES SHALL BE 10" COPPER I 4 ALL DIP FOR SANITARY SEWER LINES SHALL BE POLY WRAPPED AND ALL BOLTS USED SHALL RIM 978 7 BE STAINLESS STEEL 980 5 REFER TO DETAIL SHEETS TO SEE STRUCTURE DETAILS BLD 15.3 Haoe-seos HYDRANT 6 ALL HYDRANT BENCHMARKS ARE TOP NUT OF HYDRANT 7 WYE LOCATIONS TO BE SUPPLIED d VERIFIED BY CONTRACTORS WYE STATIONING IS c VALVE \ CALCULATED FROM THE DOWN STREAM MANHOLES. ' \ 8. ALL TIES AND DISTANCES ARE TO THE CENTER OF SURFACE STRUCTURES 9 ALL HYDRANTS AND HYDRANT GATE VALVES ARE RETAINED AND TIED BACK TO THE � pans vn_� STA 2-W5 8.W RED WATERMAIN TEE BY MEANS DF APPROVED MEGAL UGS UNLESS OTHERWISE NOTED Q ALL SEWER SERVICES ARE LOCATED 3 FEET DOWNSTREAM OF WATER SERVICES IF SEWER AND WATER ARE IN THE SAME TRENCH ALL SEWER AND WATER SERVICES ARE EXTENDED 10 FEET BEYOND THE PROPERTY LINE eto 119 i --T— UNLESS OTHERWISE NOTED \ 12 ALL VALVES ON THE WATERMAIN FOR THIS PROJECT SHALL BE GATE VALVES NO BUTTERFLY µ" Ir cm PVC""" .K. VALVES SHALL BE USED ON THE WATERMAIN FOR THIS PROJECT �) 980 'ENGINEERING AND 'SPECIFICATIONS' o II, vac sa+'6 w Iao LF Q2� 13 THE CITY OF CHANHASSEN CURRENT GUIDELINES' SHALL GOVERN WITH THE EXCEPETION OF THE SANITARY SEWER AND WATERMAIN SERVICES. 14 INSTALL HYDRANTS 5BEHIND CURB (TYPICAL) L� 15 POLY WRAP ALL HYDRANT BARRELS N riBLF ®2"/T'' 16 BAG ALL HYDRANTS UNTIL THEY ARE TESTED AND PUT IN SERVICE 17 ALL 4'-12' WATERMAIN SHALL BE PVC C9W (DR25) ALL 16' WATERMAIN SHALL BE PVC C9D5 (DR18) 9 18 MECHANICAL BALLS SHALL BE INSTALLED IN SANITARY SEWER AT CONNECTION POINTS off,+ FOLLOWING INSTALLATION OF PIPE TO PROTECT EXISTING LINES FROM DEBRIS, 6 SEDIMENT 19 INFILTRATION BALLS SHALL REMAIN UNTIL LINES ARE TELEVISED A ACCEPTED BY THE CITY THE CONTRACTOR SHALL CONTACT THE SEINER 9 WATER DIVISION AT LEAST 48 HOURS PRIOR TO ANY PUBLIC SEWER/WATERMAIN CONNECTION V BENTZ COURT 990 - --- 990 MH3 STA 2.58 0 RIM 978 7 980 BLD 15.3 Haoe-seos HYDRANT 980 ,ter � c VALVE MH EX6 T.9725 STA 0+00.0- � pans STA 2-W5 8.W RED RIM 968.4 I r.asw.a 970 eto 119 i --T— 970 µ" Ir cm PVC""" .K. 980 o II, vac sa+'6 w Iao LF Q2� 980 1621 N riBLF ®2"/T'' e�RR 9 off,+ 940 9r0 -140D MOO 1.00 2.00 3-00 4.00 An.' o, 50 25 0 25 50 100 MOONS SCALE IN FEET FILE NO .00.95 g - SANITARY AND WATERMAIN PLAN 37865.001 -NX ' w SATHRE-BERGQUIST, INC. 0 150 SOUTH BROMWAY WAYZATA,MN.5091 (952)4n -60W HANHASSEN, FAWN HILL 3 % '��� •+?�= MINNESOTA HP HOLDINGS, LLC. 11 Rg p� �• 1 STRUCTURE TABLE I 980 iT 960 -RE- FQ,S-INC AND _/ � � 950 I 1 �s - 945 STRUCTURE NAAE DWME7ER RMI BUILD INV CASTING , NOTES 2 4B.0' 1 961.7 S4' 656.3 1 R4342 DIVERSION WEIR 98D 986.9 84342 6 46.0• 990.1 6.1' 974.0 R4342 3 46.6' 9721 7.9' 9542 83067-V 48.0' 4 46.0' 971.1 6.1- 966.0 R3501 DRIVE OVER CASTING 970 960 950 5 48.0' 971.0 5.9 996.0 R4342 6 48.a 974.5 Sa 9893 R3o67 V ' 7 49.0' 971.5 5A' 986.9 84342 6 46.0• 990.1 6.1' 974.0 R4342 9 2 x 3 972.1 4.T 987.4 R3087 -V 10 48.0' 979.7 51 974.5 R1642 11 48.0' 989.0 4.5' 980.5 R4342 12 49.0' 981.1 4.4' 956.7 84342 \ I FES TABLE I -,per 0 y 3 1+50 1.00 0+00 -M50 �u�xl Nsxr' TYPE S12E (IN.) INV C V- RIP RAP NOTES �� :GF -�7 ! 1 FES 24 996.0 12 TRASH GUARD sa.. I` - 61 [ :�0 •p ! - [�� 13 FES 24 1 999.4 12 TRASH GUARD X1•'1. f �1' \ y __ /. _ O ry J LA 980 24' FES T3 CWH 12 APRON TC 961 1 Z9MR-7- 970 BLD 4 4 TC. 981.7 970 1RIP-RAPS BLD S4' DIA. 48.0' oua.,m DIA. n.0'. \ TRASH GUARD �e2 CBMH 2 960 -- - 980 -41 / 10Elf tiiB/� FES6 + 81 O'-24•RCP CL4410047% CL 0037% OVE QIT. 950 960 R ._ IRIIUNN WITXLI3 bi bi O� Oi - 9 v ocdAUO ] s+ zL 12 Q R cuyFY >> z z z \\ \\ � ALx Zoo SF .%TEMP AND IY r~ROUND \ \ i i I `'.,, \\ \` )� 71;pSF c`• °�� \ f _ _ f 940 940 _0+50 0.00 i+OD 2+00 1000, -,1000 1000 1 10DO 1000 1000 (CSAT CB 14 1 7C 985 0Ua6 4 & li, TC 990 BL 5 7 990 -STM -10 BLD 45' 18 FE . 990 990 �D�11 BLD 57 T 9797 T D>♦I 49� 990 ) ��' DIA 300'. i 990 (�� BLD: 51 - TC' 971 5 TC: 971.5 TI C 97211 DUL 480'; �_� TC: 971.0 8LD 59• BLD 5 9 BLD- 7 99n.1mD: s.a -CEWH 9 nIA 48.0' -D .o.o Tc: 980 DIA. 60 Cr o�•w _ - 63 4'-12'RCv BLD: 7.g TO 97,.1 Tc 974 s - 980 980 Sao �- CL.5 0 3 79% 980 980 .DUI 80.0' �D: 6.1' BLOD A 48 0' l _ n.4'-15'RCP m CLS®7.75% 6cq TC 981.7 / _ - - _. _ �� 970 970 970 BLD'sa' - 970 970 970 161.1'-15RCP 8 8 6 Duna / _ vo 76 6'-zrRcv 8 CLS a 4.34% � � ,2 CY CL 3 � ~ CL 4 @ 8 27% 1, ,^_ 300-1274CP zz RIP -RAP 100.2'-211'1CP �1876-21•RCP » 5Q7.33% $ 0 0 / 39 1'-21'RCP r\ CL. ® 0-57'K Cl 4 050% .953 L 4 0-53% ? 3 a 960 ` ' ' 980 96D 156 a-z4stcP CL 4 Q 128%- 8 8 8 8 ` \� a\i-P Y $8iis8 g g R 5? N _ 960 960 8 8 980 SSE ass »» CL403.52% ZZ ZZ >>>> >> I ZZ2z ZZ NDN• : 950 950 950 CL.40124% 8 R 8'.R R& NN' 950 950 - 950 cg yS 3+50 3+00 2+00 M1+00 0.00 -0+25 -0+50 6+00 0+50 �'8 z?-'- H'nnn 9+00 8+00 7+00 6+00 Sapp 4+00 3+00 2+00 1+00 0+00 -0+50 EXISTING UTILITIES SHOWN ARE SHOWN IN AN APPROXIMATE WAY ONLY THE r' CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ANY AND ALL EXISTING Sp n 0 n Sp 100 G ....1 UTILITIES BEFORE COMMENCING WORK HE AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES ARISING OUT OF HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY .�. SCALE IN FEET AND ALL EXISTING UTILITIES DRAWING NAIVE NO. BY DATE _ _ REVISIONS USE (INCLUDING COPYING. DISTRIBUTION• ANDVOR CONVEYANCE OF ^EREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS CRY PROJECT NO FILE NO eASE_FAWN = _ _ - - _ - - INFORMATION) OF THIS PRODUCT IS STRICTLY PROH&TED WITMOU7 PREPARED BY ME OR UNDER MY DIRECT SUPOWSION AND THAT I �4a5 s�qL - STORM SEWER PLAN 37865 -f101 -20G DRAWN BY - -- SATHRE-BERGOU, INC.s EXPRESS WRITTEN AUTHORIZATION USE WTHOUT IST'AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE TCW - -- - - - SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY LAWS OF THE STATE OF MINNESOTA? � `a SATH RE-BERGQU IST INC. ECKED By _ _ - - - INDEMNIFY SATHRE$ERGOUIST, INC of ALL RESPONSIBILITY/ `/ e -;-;f } 150 SOUTH BROADWAY WAYZATA. MN. 516991 (M) 475 GOW CHANHASSEN, FAWN HILL CIi4 RSM - - - - - - - - - - - - •. SATHRE-BERGOUIST, INC RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE c� _ 4 USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING �e MINNESOTA DBA1u 7 - - --- - - - - - - i FROM ILLEGITMATE USEROBERTS MOLSTAD,PE. Lc No cy HP HOLDINGS, LLC. 11 HOLDDOWN DETAILS E SH FIN SHED GRADE PER R M SS_ GRAD %G P.A% W T O N EB GARAGEF_OOR 10 16 10 BELOW GARAGE F_OOR BFANO ELEVATION 21 GRND ELEVATION AT WO ODOM CURB I REAR PAD ELEVATION TOPSOILf FLIT Z+T?\\i1 MAX �i_ 2S 1-- 312 I 80' PAD MIEb OTwFRW � r,p-EP WALKOUT (WO) E S FINISHED GRADE PER M H GRADING P -AN OR N SS.- GARAGE FLOOR E g W - - 3.0 BELOW GARAGE FLOOR 3 BEGIN GRADING TEMPORARY DRAINAGE PIPE SHALL BE USED FOR INTERMEDIATE DRANNAGE DURING THE CONSTRUCTION - LOOKOUT ELEVATION ----- 25 - _ J- �_ CURB GRIND ELEVATION AT LO QOOU() - 1 2.1• I REAR PAD ELEVATION Sir \�. OPSO; IL3.1 MAX 5 STREET SECTION - PSLfT 2 01 WEAR COURSE 26 r 1e /o 2 0' BASE COURSE x 12' CLASS 5 NOTE: ALL SIGNAGE FOR BLUFF CREEK OVERLAY DISTRICT SO 24' SELECT GRANULAR BORROW INSTALLED WITH VISTAS AT BENTZ FARMS SD PAD 0811{/17 - - - - M�fE60•�EMv�.of9q 6 DRIVEWAY SLOPES LOOKOUT (LO) E SH FIN SHED GRADE PER R M SSS- GRAD %G Pte% WO N FS GARAGEF_OOR ' -3S BE.OW GARAGE FLOOR 1� s1-3.1 MAs i CURS a.P � rOP80A FLIT 10 60 60 ENSURE FULL BASEMENT PADS ARE DRAINED SO PAD MLE6t OitiE1M Y+O'Ep FULL BASE MENT (FB) NOES GRADE (999 0) BEH NO EACH HOMES -E S'HE .OW GROU%D E_EVA-0%AND PROPOSED -OP OF-OPSOIL., S UBGRADE SHA__ BE DOWN 050 FEE - 2 ES AS, SH F N SH GRADE A- A__ 10 FRO%- YARD UTILITY EASEAIE%- _OCATIO%S 3 ' ESE DE'AILS REFERENCE A 9 POURED FOUNDATION WALL AND A 0 T DROP FROM REAR TOP FOUNDATION TO GROUND ELEVATION FOR ALL LOOKOUTS AND WALKOUTS CONSTRI1CT1p4 NOTES 1 I / \A 1. INSTALL SILT FENCE AS SHOWN ON PLAN, AS REQUIRED BY THE CITY OF CHANHASSEN OR DIRECTED By THE ENGINEER GRADING PLAN 2. SAND AND SILT MUST BE REMOVED FROM THE POND AS NECESSARY DURING CONSTRUCTION AND AT THE COMPLETION OF 9 DEVELOPER WILL BE RESPONSIBLE FOR TEMPORARY DUST AND EROSION CONTROL UNTIL TURF IS ESTABLISHED IF YARDS ARE THE PROJECT ADJACENT TO A DITCH SWALE, THEN EROSION CONTROL MUST REMAIN UNTIL ALL ADJACENT PROPERTY HAS TURF ESTABLISHMENT 3 BEGIN GRADING TEMPORARY DRAINAGE PIPE SHALL BE USED FOR INTERMEDIATE DRANNAGE DURING THE CONSTRUCTION 10 RESTORATION-35ACRES PERIOD AS NECESSARY AND DIRECTED BY THE ENGINEER A RESTORE ALL DISTURBED AREAS WITH 4' TO 6'0F TOPSOIL, OR EXISTING ONSITE ORGANIC MTRL 4 IINSPECT PONDS, SILT FENCE, AND ROCK ENTRANCE BERM AFTER B SEED POND SLOPES AND DETENTION AREAS WITH MN/DOT 310 OR BWSR P8 SEED MIX AT A RATE OF 100 LBS /ACRE AND FERTILIZE WITH ALL RAINFALL EVENTS AS REQUIRED BY THE NPDES PERMIT 204Y10 AT 100 LBS /ACRE 5 STREET SECTION - C SEED ALL OTHER DISTURBED AREAS WITH MNDOT 250 AND BWSR SEED MIX FOR WETLANDS AT A RATE OF IDD LBS /ACRE AND 2 01 WEAR COURSE FERTILIZE WITH 20-0-10 AT 1DO LBS /ACRE (UNLESS OTHERWISE NOTED) 2 0' BASE COURSE D ONLY PHOSPHOROUS FREE FERTILIZER IS TO BE USED ON SITE 12' CLASS 5 NOTE: ALL SIGNAGE FOR BLUFF CREEK OVERLAY DISTRICT E MULCH WITH TYPE 1 AT A RATE OF 2 TONS/ACRE AND DISC ANCHOR IMMEDIATELY AFTER PLACEMENT USE WOODFIBER BLANKET ON 24' SELECT GRANULAR BORROW INSTALLED WITH VISTAS AT BENTZ FARMS ALL SLOPES 3 1 (FT) OR GREATER 0811{/17 - - - - F PLACE APPROVED STORM SEWER INLET PROTECTION IN OR AROUND ALL STORM SEWER INLETS AND MAINTAIN UNTIL STREET 6 DRIVEWAY SLOPES CONSTRUCTION IS COMPLETED REFER TO CITY DETAILS 5302 8 5302A FOR APPROVED DEVICES MINIMUM -2 0% ® BLUFF CREEK OVERLAY DISTRICT MONUMENT G MAINTAIN ALL SILT FENCE UNTIL TURF HAS BEEN ESTABLISHED MAXIMUM -100% H RESTORATION WORK WILL BE COMPLETED WITHIN 72 HOURS OF GRADING COMPLETION 7 F8. LO, WO PADS 3 1 MAX ALL OTHER SLOPES 4 1 MAX (UNLESS NOTED) 11 MATERIALS THAT ARE PROHIBITED FROM RETAINING WALL CONSTRUCTION INCLUDE SMOOTH FACE CONCRETE, POURED IN PLACE CONCRETE. MASONRY, RAILROAD TIES. OR TIMBER STAMPED OR PATTERNED CONCRETE IS ALLOWED IN RETAINING WALL B CONTRACTOR TO REMOVE SEPTIC SYSTEM AND CAP WELL CONSTRUCTION EXISTING UTILITIES SHOWN ARE SHOWN IN AN APPROXIMATE WAY ONLY THE 12 BOULDERS MAY NOT BE USED ON WALLS TALLER THAN a IN HEIGHT CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ANY AND ALL EXISTING UTILITIES BEFORE COMMENCING WORK HE AGREES TO BE FULLY RESPONSIBLE FOR ANY 13 A HOMEOWNERS ASSOCIATION SHALL BE CREATED TO TAKE OWNERSHIP OF THE RETAINING WALLS AND ALL DAMAGES ARISING OUT OF HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY 14 SILT FENCE BEFORE GRADING - 1056 LF AND ALL EXISTING UTILITIES 49 it r �9 I 7��iY TYPICAL LOT DETAIL DENOTES LOT CORNEA ELEVATION DENO'ESSLOOK DENO-ES ADJACENT NUMBER GRADE -O LOW OPENING (5a I �/ DENOTES REAR OF DEN O -ES LOT i BUILDING PAD (SO MIN) NUMBER \ .� DENOTESBUILWBLE 1�J PAO AREA DENOTES GARAGE -� pENOT ES BASEMENT FLOIXi ELEVATION FLOOR ELEVA'ION DENOTESSPOT fwT DENO'ES HOUSE ow+ rTYPE ELEVATION ` LO DENOTES EASEMENT _ i ' - uNE DENOTES SE LI 1 j LINE DENO'ES LO' CORNER_ 1 EL EVA'ION _ DRVEWAY SLOPE S ORENTATIM (PER GRAPNG RAN ELEVA-IONS) 50 25 0 25 50 100 ■ E ALLLLMO�.LE IN FEET _711 _ o' _ HEVISILINS_ USE (INCLUDING COWING, DISTRIBUTION, AND/OR CONVEYANCE OF BASE -FAWN _ _ _ INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT DRAWN BY_ HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT es su AM A DULY REGISTERED PROFESSIONAL �C YF CITY PROJECT ND. GRADING PLAN FILE NO 37865001-200 _ _ SATHRE-BERGOUIST, INC's EXPRESS WRITTEN AUTHORIZATION USE WITHOUT TCW',SAID AUTHORIZATION CONSTITUTES ANILLEGITIMATE USE AND SHALL THEREBY ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA '! o SATHRE-BERGQUIST, INC. CHECKED BY - - _ - - _ ' INDEMNIFY SATHRE-SERGOUIST, INC OF ALL RESPONSI&LITY N --= HANHASSEN� FAWN HILL 05 R35A - - - - SATHRE-SERGOUIST,INC RESERVES THE RIGHT TO HOLD ANY ,/ 0 150 SOUTH BROADWAY WAYZATA,MN.mm (w){766000 h;,o./�-Z� o _ FROM IDLE PARTY USER RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING DATE USE _ Q ROBERT S- MDISTAD, PE ACHE MINNESOTA HP HOLDINGS, LLC. 1 1 0811{/17 - - - - ROBERTS '+?�' Dom= O ;' L/ /, LIe NO. �-b� 8 as PL I I I T - 4 e 1-1 ~ LL 2 I I i --- --- � _ '. � --- - ��e _+ �' � � • %�f \ \ [P — Ql \ 4r O S VIT-,. - ` - - >�� •qui,. . `��o I 63 i i ;O3aUROT F13 O O -Jf O 1' 0 0 � S' E O O O vv \ Pond #I HWL-855 �' y n �t 2 000000. ROCK ENTRANCE BERM 0 0 0 -------- SILT FENCE SD CONCRETE WASHOUT INLET PROTECTION ® BLUFF CREEK OVERLAY DISTRICT MONUMENT NOTE ALL SIGNAGE FOR BLUFF CREEK OVERLAY DISTRICT MUST BE INSTALLED PRIOR TO ANY EARTH DISTURBING ACTIVITY UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER NpRsxk EXISTING UTILITIES SHOWN ARE SHOWN IN AN APPROXIMATE WAY ONLY THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ANY AND ALL EXISTING UTILITIES BEFORE COMMENCING WORK HE AGREES TO BE FULLY RESPONSIBLE FOR ANY D 25 so 100 AND ALL DAMAGES ARISING OUT OF HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL EXISTING UTILITIES. m 0. . SCALE IN FEET DRAWING NAME NO _ BY DATE REVISIONS - BASE FAWN USE (INCLUDING COPYING, DISTRIBUTION. AND/OR CONVEYANCE OF HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS CITY PROJECT NO FILE NO - - - _ _ _ _ _ _ _ _ _ _ _ _ INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT PREPARED BY ME OR UNDER MV DIRECT SUPERVISION AND THAT 1 'es 8�q�R EROSION CONTROL PLAN 3�86S-0O7-200 DRAWN BY TCW SAIDAUTHRIZATIO,INC'aEXPRESSWRITTEN ILLEGITIMATE SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SH/LLL THEREBY ALLTH THEREBY AM REGISTERED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA' t 0.0 SATHRE-BERGQUIST INC. CHECKED Br - --- - -- --- INDEMNIFY$ATHRE-BERGOUIST. INC OF ALL RESPONSIBILITY W .�... ' HANHASSEN, FAWN HILL 06 _-- RSM - -� -- - - - - - - - - - - - SATHRE-BERGOUIST, INC RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR RESULTING l! S. %��%^ m '"- - + 150 SOUTH BROADWAY WAVZATA, MN. 56381 (862)N66000 �� - - - - LOSSES FROM ILLEGITIMATE USE ROBERTS MOLSTAD, P.E vq RyEga }F MINNESOTA HP HOLDINGS, LLC. 1 1 OMM7 - - _ Dale = - Lc. 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'ate SAN -ART SFR NCE 45. 4.10= r 1 . , aA epic fM.L pe_'Y O ma . r0 awAlw a4 MIN a � EN'.>\EFRMG OEM.- r -- - USE (INCLUDING COPYING, DISTRIBUTION, ANDIOR CONVEYANCE OF 'HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT ?FENS x'.L BY SATHRE-BERGOUIST, INC 'a EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE APD SHALL THEREBY LAWS OF THE STATE OF MINNESOTA �� SATHRE-BERGQUIST, INC. By INDEMNIFY SATHRE-BERGOUIST, INC OF ALL RESPONSIBILITY `__ ' i SATHRE-BERGQUIST, INC RESERVES THE RIGHT TO LD ANY ILLEGITIMATE , J 150 SOUTH BROADWAY WAYZATA, MN 551 (952) 0788080 HO `- USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING r _ FROM ILLEGITMATE USE ROBERT S MOLSTAD, P E T Date. "- LIC No �Ha N� er eau1, •::i4�'F@'Siee � a a �r HrrrP b r� i.er. Y r K z jM �l C 1 rs :w�'CJlr� v 271 n SYS. N �If YAN,QE GSTaeCc. AMD JCS pETac - DETAIL SHEETS CHANHASSEN, FAWN HILL MINNESOTA HP HOLDINGS, LLC. F"ENC 3'9ES-Z:.' 'DO 07 11 r Z. a � r P t® rrw r CUR Ati .-la er eau1, •::i4�'F@'Siee � a a �r HrrrP b r� i.er. Y r K z jM �l C 1 rs :w�'CJlr� v 271 n SYS. N �If YAN,QE GSTaeCc. AMD JCS pETac - DETAIL SHEETS CHANHASSEN, FAWN HILL MINNESOTA HP HOLDINGS, LLC. F"ENC 3'9ES-Z:.' 'DO 07 11 bc�o iana-J Tr mnr �a N.�c wr w LXS� cmo.aar .a<. n Pr,r.. Qroo� lv9.ai (�aPlpYl Jr9.D� IIY.0 — r arcrrra r rw ..y/r e naaaae alae rYr�il m+rrr�wr - avr War a9Mr /e onw� 09•. .r ry s PWE �Y..ror Elaca![Ets,c onRar4F.- �.. ME•R 4ANH� ENON(ERK JE✓Am1E." �` 7'Cyc T Tpr yKtyrn M tN� ✓ bM Yar SYS N uri Mib 1® rw .YrlmYarYl !rr Y � r rr •� �... Cuff �IIY11C , B!tl Mlp' CAPA CATs BA9k R. Ei818 CONCRETE C.IkF ET.o zns¢®An19a, r 3105 w PIE !!rr RRR l ... 000 000 000 WRE 9n� EQ lffMy-wA/ SMA O1 W .. + r Pr Farm r r wr m r 9mr r a ar9r . ww+Ynr, yw.wrrririar yr�: Vr u �.. 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AND/OR CONVEYANCE OF I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS 111 T —E.' ^E' INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT F,Eas s�ql -- SATMRE-BERGOlJlST, INc's EXPRESS WRITTEN AUTHORIZATION. USEWITHOUT AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE SATHRE-BERGQU IST INC. SAID AUTHORIZATION CONSTITUTE$ AN ILLEG171MATE USE AND SHALL THEREBY LAWS OF THE STATE OF MINNESOTA INDEMNIFY $ATHREAERGOUIST, INC OF ALL RESPONSIBILITY-;-r—� ' CHAN HASSEN, SATIRE-BERGOUI3T, INC RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE S' 1;-_2 T50 SOUTH BROADWAY WAYZATA MN 55391 (952)1766000 MINNESOTA USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING FROM ILLEGRIMTE USE. ROBERT S MOLSTAD, P E - oroFRs PE�� W79: -. , KJr r w•.. 1 i Pr . 4P rr-+. 1 �1 ��• riYr ii r.N. Yra. ia.`- GATpI BA$N YANh'.1� -wc ornu,ao/• •" r , 1IG.. ]s / mix E �� sc• •Rn•en:•:r:: f all 30Rf iE N'CM STR„_i,;kF N ryE�P 6 jQ4N-� CNf YF.rc omAw'N[Nt ` J'09R �,hp+gWl .1.111rlOIR PAN7+ AIIMD C451rL5 YEtAk .—o.n.c rro-n I i rM 31i lrtlb i9 DETAIL SHEETS FAWN HILL HP HOLDINGS, LLC. FRE NO 37865Q-001-200 08 / 11 _' LSC NO °ecu smFF1 �"-WING &TJ 9iNW5 USE (INCLUDING COPYING, DISTRIBUTION. AND/OR CONVEYANCE OF I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS 111 T —E.' ^E' INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT F,Eas s�ql -- SATMRE-BERGOlJlST, INc's EXPRESS WRITTEN AUTHORIZATION. USEWITHOUT AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE SATHRE-BERGQU IST INC. SAID AUTHORIZATION CONSTITUTE$ AN ILLEG171MATE USE AND SHALL THEREBY LAWS OF THE STATE OF MINNESOTA INDEMNIFY $ATHREAERGOUIST, INC OF ALL RESPONSIBILITY-;-r—� ' CHAN HASSEN, SATIRE-BERGOUI3T, INC RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE S' 1;-_2 T50 SOUTH BROADWAY WAYZATA MN 55391 (952)1766000 MINNESOTA USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING FROM ILLEGRIMTE USE. ROBERT S MOLSTAD, P E - oroFRs PE�� W79: -. , KJr r w•.. 1 i Pr . 4P rr-+. 1 �1 ��• riYr ii r.N. Yra. ia.`- GATpI BA$N YANh'.1� -wc ornu,ao/• •" r , 1IG.. ]s / mix E �� sc• •Rn•en:•:r:: f all 30Rf iE N'CM STR„_i,;kF N ryE�P 6 jQ4N-� CNf YF.rc omAw'N[Nt ` J'09R �,hp+gWl .1.111rlOIR PAN7+ AIIMD C451rL5 YEtAk .—o.n.c rro-n I i rM 31i lrtlb i9 DETAIL SHEETS FAWN HILL HP HOLDINGS, LLC. FRE NO 37865Q-001-200 08 / 11 ae rer.I rr r J—� :.•naue.ve...on.nar• �� CONCRETE 90ErI�. - K 4vav-fir - � a:i �` Sar•.., •..� Slew •1, }.Ea.,� . -�� eselrw0 CnJr CG• WI� 717 RcaA REDIRAEELANT•w- A�LPOIY.V crEs ra�EWW n¢ E 9wAa Ngo 1� vAl.aa i � a aai,t•a w�`o--rrr-�� . � . a�twn o.a.AT•• we _- i f.4 a f � oAwaw .AAc ] fa6.Wt a gfRO ., 4> •x q�lt }ivIC�N] • ua sus srt+ a Iasi say y .•09 M aC[na � nu+R sw. aper M�..Y fF oI. • • •,. uu[ fui a awcD n[ OkVMxV, r g> E. r n2 F *( N[ Oar _ ya ouwwtr 'R al..nv., ..• so+.o x � ,..®o a..A a as.ro . ar.c •� • m wx .a s.,ow n x n. oar. . x a,ono � •� ��A GaEY � wEppN, M O.v F mom_; 4r r � amsr.c STANDARD CUI-DE-SAC MCI ,zsr m Ell vaCA- CL.-OE- SAS t.� fr w.Ni� I fiaeriY� -. a... N.. raw p.e..r w s..... .. 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EER' 9pq` ti? �^� Fo SATHRE—BERGQU IST INC. a 0 u .. - ----�- v.' 150 SOUTH BROADWAY WAYZATA. MN 55191 (952) 476 -WW �c �y1Fas via CT' PROJECT NO DETAIL SHEETS FAWN HILL HP HOLDINGS, LLC. tTT �i ErPQit..t ! �l CHANHASSEN, MINNESOTA R _-_.. EMv.LbC oawru.. ae rer.I rr r J—� :.•naue.ve...on.nar• �� CONCRETE 90ErI�. - K 4vav-fir - � a:i �` Sar•.., •..� Slew •1, }.Ea.,� . -�� eselrw0 CnJr CG• WI� 717 RcaA REDIRAEELANT•w- A�LPOIY.V crEs ra�EWW n¢ E 9wAa Ngo 1� vAl.aa i � a aai,t•a w�`o--rrr-�� . � . a�twn o.a.AT•• we _- i f.4 a f � oAwaw .AAc ] fa6.Wt a gfRO ., 4> •x q�lt }ivIC�N] • ua sus srt+ a Iasi say y .•09 M aC[na � nu+R sw. aper M�..Y fF oI. • • •,. uu[ fui a awcD n[ OkVMxV, r g> E. r n2 F *( N[ Oar _ ya ouwwtr 'R al..nv., ..• so+.o x � ,..®o a..A a as.ro . ar.c •� • m wx .a s.,ow n x n. oar. . x a,ono � •� ��A GaEY � wEppN, M O.v F mom_; 4r r � amsr.c STANDARD CUI-DE-SAC MCI ,zsr m Ell vaCA- CL.-OE- SAS t.� fr w.Ni� I fiaeriY� -. a... N.. raw p.e..r w s..... .. 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INC 's EXPRESS WRITTEN AUTHORIZATION USE WITHOUT SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY INDEMNIFY SATHRE-SERGOUIST, INC OF ALL RESPONSIBILITY SATHRE-BERGOUIST, INC RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING FROM ILLEGITMATE USE :iS.�ii�"YT lLi'tL11RS 6C w.... EER' 9pq` ti? �^� Fo SATHRE—BERGQU IST INC. a 0 u .. - ----�- v.' 150 SOUTH BROADWAY WAYZATA. MN 55191 (952) 476 -WW �c �y1Fas via CT' PROJECT NO DETAIL SHEETS FAWN HILL HP HOLDINGS, LLC. cog ErPQit..t ,.�•ma a a uondm a. a•m.o ... vw . ..w. ►.o- ,oF.....°..r<•mo•n unm w. ...,r, as �o a, DE TCW NO. BY DATE REVISIONS USE (INCLUDING COPYING, DISTRIBUTION, AND/OR CONVEYANCE OF INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT SATHRE-SERGOUIST. INC 's EXPRESS WRITTEN AUTHORIZATION USE WITHOUT SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY INDEMNIFY SATHRE-SERGOUIST, INC OF ALL RESPONSIBILITY SATHRE-BERGOUIST, INC RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING FROM ILLEGITMATE USE I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA - ��' EER' 9pq` ti? �^� Fo SATHRE—BERGQU IST INC. a 0 u .. - ----�- v.' 150 SOUTH BROADWAY WAYZATA. MN 55191 (952) 476 -WW �c �y1Fas via CT' PROJECT NO DETAIL SHEETS FAWN HILL HP HOLDINGS, LLC. — DRAWN BY CHANHASSEN, MINNESOTA R TCW - CHECKED BY — RSM DATE - _ 0&11/17 ROBERTS MOLSTAD, PE Det.: - - Lie No. may'-& I FOR INDMOUAL LOTS WITH SWALE DRMNAGE r• ,w.w1e wvrr v a � zo+ f I' f 4005E SUMP L. 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CH CHECK WATH WA- ��jl-�ar+w.to SAM.LC FROSOn LdlRo1 P„w rpR KO' W4 lC1S ���r ..r..r wr r....w r.... r ..— r✓. r ,r. • � �r� 1.nr rnr. r•�fr •r. rr s• r w .r • �..n. rr� r.-. •... r,..w w.rr.-wrw .w • Irrfr. rr`, .w a.•� w nr.e i .rr'r Mow sr. >e . rsn rnu- L-nr rKLI,lI WwO,- �r�Iay •' � m w 6•.,11. v ' .1�r••m1f� fcaa Qor.� TEMLDRARv SEDIMENT TRAP 5 ACRES OR LE55 ,a�wc oECAR*1cn* r. r --i•` sKa.vw sr r r rK r aawgatlov H S)�au Rfr i Baxv.vr w eCSs w �l SERv10E CAE . SAMRE EAO9 GOATROI _ 2 IU,A FOR MA1 AML/ LOTS i a •• rr• V ................ ywa, rr• w �• �e r�r w, •we SIQ. pnr4 rwr a wu,r iT •us •r. r1/r r ,w� vrr. rw� w Y' �-�,n yrr,w w . •rM r . ww• aw M wwww.-w AA rr,K tit w.wr rw 7 Maw Y Qilf EROSOE. CONTROL FOR MULTIFAMILY LOTS IT -P. ENGrAnaM OEIAI,MEKP -- 5302C A r sHWnew Soo ,� AA r.�••r. r`` w"wn� d ` O.EMAEfNG Sm ww.. �o.rr-c �+r, 1s w alrnMw . Y �rrlm wr s. .fw�r rrs,r�f+ffr�a w. ersr iMe• r arvrf r a r•� W llf 5-00 �_ACEMEti: REVISIONS _ USE ONCLUDING COPYING, DISTRIBUTION, AND/OR CONVEYANCE OF ! HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT ?FfRS SATHRE-BERGOUIST,INC 'sEXPRESS WRITTEN AUTHORIZATION USE WITHOUT AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE a SATHRE-BERGQUIST, INC. SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY LAWS OF THE STATE OF MINNESOTA LL ,� s -- -- - INDEMNIFY SATHRE-BERGQUIST. INC OF ALL RESPONSIBILITY - m 150 SOUTH BROADWAY WAYZATA, AIN 55391 (852) 4768000 --- SATHRE-BERGQUIST, INC RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE s—. USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING _ Ae FROM LLEGITMATE USE ROBERT S MOLSTAD, P E m'yEgs PLM Dees: _. Lie. NO EROSIO% ,.ONIROL PLAN FOR INDMOUAL LOTS WITH SWALE DRMNAGE LOT LOT\ ] l0, 3 \ p1AMAQ SM•.' \ I 1 I I1 �— i' I - �1_�y A a T SRfdT OIIRr1rA a fffur`r .n race mr vr.• _ 1Afwr ar )rt tit Rr ,T •.�1 •••1uf•r aww M rr,r Y ww wwrr a„w .`.•rrrrrTi.r...w•� rww ••r roti t M,r w.w.r rr_ r•.. rrw . • m- _wd rd11mOL -- r r ' +o,r 11x1 ILMr-fbr r,ww w ] wd.w r► .W ,er i� .'...-. r ,rE. Mnr. rra.A. rrww� tori ► w.r`s w nn"�' w. xao �.,rn ..r,++• .rte cmff I;g o ole ELM s [ori^ rn b R gAfRG WRA � ® i SECTIO A--Aji1.LA-A NL%L e a wv so-' .Iu +w+ f[ a• >K �.a a uc saIT aWaMaaw x n.a •o rsi n yrw�iwa�, ,rum � ml � I•W mflaalo, x W Wd[ _ WO,wSliaw On w,pr! �Ow•W �afx6l,J w�RA� a b w JriQA - •IRA 1VA, W PfAp M•A r rQt ,Y1 •n KfIIS e iJ (O,AIm •b r,A fu CO% .. WAS.r_ CHANHASSEN, MINNESOTA 1104 RAOR�QRD �a, 1w•1 rt•K• ,wm(JC ::w. 1�J vr,I1.AUTnr a a,T ran (gym iters u� r 5300 EROSON CONTRO. PLA% ;n MJ.TIFAMILY _OTS WTI- SWA_E DRAINAGE 1 ■-- .a r+w rw_ ra s,w .rk .gwrrr�tirww ��^ �A r• r.w. , w fires r,ln .��.s r ,rwr, . rwr: ww.. � nn• r �f EROSION OON'ROL PLAN FOR MULTIAMILY LO -S WTH SWALE DRAINAGE E1AiffOplfC O[IIIII— rt y a 5302E 000 =i 000 r* fWR� IE -TLE -TLE 1IYY�E T *LEPER) ' 53C`_ DETAIL SHEETS FAWN HILL HP HOLDINGS, LLC. F'LE NO 3'865-00. 20C 101/ 11 741 475 189t�g76� 18} 4•not1t 21aO 217 2_3 2fft (A 174 118 - f/ 1�4/g • .: 118 _ ✓ tF`W 1Z� 1977/;_, y� ,sOUFR G�19s/ PAitCEL 2 t65 �°w 471 t 66 `) 167 i a• W i s w 768Q2 198 y - - _ . '/ / � k le 14? ISO 14TLAND 188135X74 3 _ O IIIJJJ G 0 137 O 134 0138 0126, - - OUTCOT E00 202 -rte YJ3 201 CALCULATE BASE LINE CANOPY COVER PER ACERAGE DBH E% CANOPY COVERAGE 128,309 SF 1 TOTAL UPLAND AREA 497,965 SF 1 BASELINE CANOPY COVERAGE' 25.77% Species LOW DENSITY RESIDENTIAL' 30.00% Saved (Of CANOPYITOTALUPLANDAREA; Species -Per5ec 18-61 landscaping and tree preservotion ri au -is 1 CALCULATE CANOPY SURPLUS OR REPLACEMENT Species EX CANOPYCOVLRAGE 128,309 SF 741 475 189t�g76� 18} 4•not1t 21aO 217 2_3 2fft (A 174 118 - f/ 1�4/g • .: 118 _ ✓ tF`W 1Z� 1977/;_, y� ,sOUFR G�19s/ PAitCEL 2 t65 �°w 471 t 66 `) 167 i a• W i s w 768Q2 198 y - - _ . '/ / � k le 14? ISO 14TLAND 188135X74 3 _ O IIIJJJ G 0 137 O 134 0138 0126, - - OUTCOT E00 202 -rte YJ3 201 Tree a CALCULATE BASE LINE CANOPY COVER PER ACERAGE DBH E% CANOPY COVERAGE 128,309 SF Saved Removed Tree TOTAL UPLAND AREA 497,965 SF 1 BASELINE CANOPY COVERAGE' 25.77% Species LOW DENSITY RESIDENTIAL' 30.00% Saved (Of CANOPYITOTALUPLANDAREA; Species -Per5ec 18-61 landscaping and tree preservotion ri au -is © CALCULATE CANOPY SURPLUS OR REPLACEMENT Species EX CANOPYCOVLRAGE 128,309 SF Saved R WAN EX. CANOPY REMOVED 31,645 SF Ash, green ADOTNL EX. CANOPY REMOVED (02/04/15) - SF Good REMAINING CANOPY %,664 SF 44 REQUIRED CANOPY 14.5 Good (30% Or IOTA/ UPiANO COVERAGE; 149,390 SF KS 154 DIFFERENCE (52,726) SF 10.5 Fair Required Replacement (ltree=1009sf) 58 Sao IF DIFFERENCE IS POSITIVE. THEN ADEQUATE EXISTING 300 Fair CANOPY REMAINS 205 Boxelder 12.0 Fair IF DIFFERENCE IS NEGATIVE, THEN INADEQUATE EXISTING 4 N PY REMAINS & 1.2 REPLACEMENT IS NECESSARY. Tree a Species DBH Condition Saved Removed Tree Species DBH Condition Saved Tree a Species DBH Condition Saved RalnaWed Tree a Species DBH Condition Saved R4moved Tree a Species DBH Condition Saved R WAN 3 Ash, green 14.5 Good 14S 44 Ash, green 14.5 Good 1 KS 154 Ash, green 10.5 Fair 10.5 Sao Willow 300 Fair 300 205 Boxelder 12.0 Fair 12.0 4 Ash, green 130 Good 110 45 Ash, green 20.0 Fair Dutch elm disease DA 155 Ash, green 19.5 Good 19.5 181 Boxelder 120 Fair 120 206 Ash. green 12.0 Fa-• 12.0 5 Maple, silver 27.5 Good 275 128 Ash, green 14.0 Good 14.0 156 Ash, green 24.5 Good 24.5 182 Boxelder I15 Good 115 207 Boxeider 120 Fa • 12.0 6 Maple, silver 130 Good 130 129 Ash, green 125 Good 125 157 Ash, green 10.5 Fair 10.5 193 Willa. 340 Fair 340 208 Ash, green 17.5 Fa • 17.5 8 Hcwl y ocust 14.0 Good 140 130 Ash. green 12.S Goad 12.5 158 Ash, green 10.5 Fair 10.5 194 Boxelder 190 Good 110 209 Ash, green 14.0 Fair 21.0 9 Honey ISO Good ISO 131 Ash, green 13.S Good 13.5 159 Cottonwood 32.0 Good 32.0 185 Willow 200 Poor 2110 210 Willow 36.0 Fa • 36.0 10 Maple, sugar 110 Good 130 132 Ash, green 14.S Poor 14.5 160 Elm, American 10.0 Good 10.0 186 Boxeldet 205 Poor 20S 211 Elm, Amennn 12.0 Fa 12-0 11 Boxelder 125 Fair 125 133 Ash, green 16.0 Good 1&0 161 Ash. green _ 11.5 Fair 11.5 187 Boxeldef _ ISO Fair 15.0 212 Ash, green 14.0 Fill., 14.0 14 Oak pin 13.5 Good 115 134 Boxelder 10.0 Farr 1&0 162 Ash, green _ 15.0 Good ISO 188 Boxelder 110 Poor 110 213 Ash. green 16.0 Fair 16.0 IS Oak pin 110 Good 13.0 135 Ash, green 110 Good 11.0 163 Ash, green 15.S Good 1SS 1R9 Bmelder I05 Farr 105 214 W llow 25.0 Fair 25.0 16 Oak pin 130 Good 110 136 Ash. green 10-5 Good 50.5 164 Boxelder 15.0 Fair 55.0 190 Boxeldei 15.0 Poor 150 215 Willow 44.0 Fair 44_0 17 Oak pin 155 Good 155 137 Ash, green 160 Good 16.0 165 Ash, green _ 14.0 Fair 14.0 191 Boxelder ISS Fair ISS 216 Willow 22.0 Fair 22-0 18 Oak, pin 145 Good 14S 138 Boaeldei 17 0 Fair 17.0 166 Ash, green 17.0 Fair 17.0 192 Ash. green 1LO Good 110 217 Willow 12.5 Fair 12.5 19 Oak on 17.0 Good 17A 142 Boxelder 14.0 Fair 14-0 167 Ash, green 1S -S Fair j 15.S 193 Ash, green 13 0 Good 13.0 219 Willow 40.0 Fair 49.0 20 Walnut ISO Good 15A 143 Boxelder 180 Farr 18.0 168 Ash. green 12.5 Fair ; 12.5 194 Ash, green 115 Fair 115 219 Ash. green 12.0 Good 12-0 23 Maple, sugar IZ S Good 125 144 Ash, green 20-0 Fair 20.0 169 Ash, green 26-5 Fair 265 195 Ash, green 120 Fair 120 220 Willow 20 0 Good 2DO 24 Maple, sugar 125 Good 12S 14S Ash, green 10.0 Poor 10.0 171 Ash, green 16.0 Fair : 16.0 196 Ash. green 120 Fair 120 221 Willow 14.0 Fair 21.0 26 Oak pin 155 Good 15S 146 Ash, green 125 Fair 125 471 Ash. green 10.0 Good 10.0 197 Ash. green 115 Fair 115 223 Cottonwood 65 0 Good 65 0 EXISTING CANOPY COVER REMOVED CANOPY COVER Theira Treespecles DBH Condition Stens Notes 11 Mapie,Nuway 21.5 Very Poor 1 Hollow, decay 40 Baited., 14.0 Very Poor 1 Nelly dead, mul bple problems 118 Boxelder 10.5 Very Poor 1 Nearly dead, multiple problems 254 Pme, white 31.5 Very Poor 1 Extensive decay 262 Pine. white 16.5 Very Poor 1 Hollow, extensive decay 270 Boatidu 13.0 Very Poor 1 Extensive decay 319 Prne. Austrian 15.0 Very Poor 1 Stem defects 320 Boxelder 15.5 Very Poor 1 Extensive decay 347 Elm, Amennn 13.0 Very Poor 1 Dutch elm disease 379 WalnuL black 13.0 Very Poor 1 Extensive decay 390 Spruce,white 13.0 Very Poor 1 Extensive needlecast 392 Spruce,white 12.5 Very Poor 1 Exten9ye needlecast 415 Spruce, Noway 27.0 Very Poor 1 Ms9ng top, 25scar 422 Arborvitae 15.5 Very Poor 1 Exten9ve decoy 28 Dm, Siberian 155 Good ISS 147 Ash, green 12-0 Good 12.0 172 Ash, green 16.5 Fair 16.5 198 Boaelder 190 Fair 190 224 Willow 40.0 Farr ADO TOM Calliper Inches _ 29 Ash,green ]SS Good 155 148 Boaelder 160 Fair 16.0 174 Boulder 25-O Poor 25.0 199 Boaelder 120 Fair 120 22S Boxelder 24.0 Fair 24.0 30 Ash, green 140 Good 140 149 Bonder 10.5 Fair 10.5 175 Elm. Amennn 10.0 Farr f 10.0 200 Buckthorn 170 Poor 170 475 B-ider 15.0 Good 15.0 Exempt Caliper Inches 31 Ash,green 17.0 Good 17.0 150 Ash. green 13-0 Good 13.0 176 Boxelder 18.5 Fair 'i 38-5 201 8aaeider 2l0 Fair 2l0 226 Boxelder 32.0 Fair 12.0 33 Ash,green 17.0 Far 17A Lei Ash. green 14.0 Good 14.0 177 Boxelder I5.0 Fair 15.0 202 Bcaelder 210 Good 210 246 Cottonwood 19.0 Fair 19.0 35 Oak bur 125 Good US 152 Ash, green 13.0 Fair 13.0 178 Dm. Amennn r 115 Fair 13.5 203 Bnaeider 220 Poo 220 316 Spruce, due 155 Farr 15.5 Net Caliper Inches 36 Bassvrood 150 Good i5 153 Ash, green 180 Fair IS0 179 W llow 17.0 Fair ITT 204 Boaeider 240 Fair 2l0 317 Spruce, blue 12.5 Fair 315 50% Of Net 318 Boaelder 12.5 Fair IIS 321 Elm, American 14.0 Good 14.0 322 Walnut black 13.0 Good 13.0 Caliper Inches Removed 323 Walnut black 15.0 Goad ISA RemoWel Percentage --- _.. __ _ USE (INCLUDING COPYING, DISTRIBUTION. ANDI CONVEYANCE OF I I HEREBY CERTIFY THAT THIS PIAN OR SPECIFICATION WAS CFTY PROJECT NO. I av4y _ _ _ _ _ _ _ _ _ _ _ _ _ INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I Eos auq� _ i SATHRE-BERGOUIST, INC's EXPRESS WRITTEN AUTHORIZATION USE WITHOUT AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE •� F� -- -� SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY LAWS of THE STATE OF MINNESOTA l m SATH RE-BERGQU IST, INC. )gry -- --- - "- - - -- - - INDEMNIFY SA7HRE-BERGOUIST,INC OF ALL RESPONSIBILITY / a 150SWTHBROADWAY WAYZA'A,MN.5EJB7 (BfB)4761OOD HANHASSEN, - - - - - - - -- - SA7HRE-BERGOUIS7, INC RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE als..! _ �^ USER OR PAR•Y LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING • MINNESOTA - - - - - - - - w.- eP - - - FROM ILLEGTMATE USE ROBERTS MOLSTAD_P.E 41FFA hv`' - Daher C r - Lie. No 2141.0 409.5 so 25 0 25 50 100 1913% n n s n n SCALE IN FEET FILE NO TREE SURVEY 37885-001-200 FAWN HILL TS ,! HP HOLDINGS, LLC. /TS F' M MI,N;�II M N ,1s11,1���� �j �! Ti �11'`I� ,.11 1_ CT' PROJECT NO Toles aloe .os+ TO LD 1 PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT Ia p • i A4 Ti iMWt �� -- L.�Tatr 1_ CT' PROJECT NO Toles aloe .os+ TO LD tl PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT Ia _ rrmNti I 'll�=l€�11 i i •II �il�lll,li �, I�i lil, l I , 1lIIMO, - � IQQ _nTro. Toll oloa J ` o.n �a alu Q1.{< 1ar alalmlaWe sMawlc 1al_ OalWW14 �t010 � 011Q (nwN. Ol MM1V INDEMNIFY SATHRE-BERGOUIST, INC OF ALL RESPONSIBILITv_ lf.Y![•r MDTES 16TML,tA! 91y .O1R11 MAIKT1.616:�[*D6 f 19N1l OaP OL6,0lSMOC U•II„v 116 T1,�1. Cffw TI'V MMiETTypXAL ppOf CHANHASSEN, m11aErFJopARaulr Bal mN 79 eMaRnaeoWlR,aR ` s • i A4 � iMWt �� -- L.�Tatr 1_ CT' PROJECT NO Toles aloe .os+ TO LD �Ir- iI• PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT Ia i IIII!4�'!II !i!i�i�i I 'll�=l€�11 i i •II �il�lll,li �, I�i lil, l I , __ SATHRE-BERGOUIST, INC.''S EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SWILL THEREBY AM A DU.Y REGISTERED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA TR1Y•,1�i� Oleo 110 M01/la. SMO @g01M % SATHRE-BERGQU 1ST,INC. lllLsl Q UD 1fB>aP OY INDEMNIFY SATHRE-BERGOUIST, INC OF ALL RESPONSIBILITv_ _ a1 V•i afl.lar n. P6TYU,1Ff Wt MSIa MYl,IC1111f5 D6iM4'DE OV1lWilmOl �' 10!/1tTc n.1�', cifIlilillIllillt TM^O1 CHANHASSEN, LINE cm am LDI�11t01 a, aaaaa oTTWR1aR ` S,! �JL Mir WATER SERVICE 1 1YRE DETAIL + JL RRRIII ER NO. BY DATE REVISIONS USE (INCLUDING COPYING DISTRIBUTION AND/OR CONVEYANCE OF l� MlppiMi 1_ CT' PROJECT NO Toles aloe .os+ TO LD �Ir- iI• PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT Ia i IIII!4�'!II !i!i�i�i I 'll�=l€�11 i i •II �il�lll,li �, I�i lil, l I , __ SATHRE-BERGOUIST, INC.''S EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SWILL THEREBY AM A DU.Y REGISTERED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA % SATHRE-BERGQU 1ST,INC. )BY _ INDEMNIFY SATHRE-BERGOUIST, INC OF ALL RESPONSIBILITv_ TRIM am ,IOB: CHANHASSEN, ifl1JTA9N-RLA MIWCIIRl dRRM_l Ola O>mmiseac aTltL�i.l TmOo cnf TrVICA 750 SOUTH BROADWAY WAYlATA, IRI 55381 (%2)176!000 M IC4*7IZED TRA®! am( I' RD'P r a= ReH Tr eaamWcor+nlert ` s Mir WATER SERVICE 1 1YRE DETAIL + JL RRRIII ER NO. BY DATE REVISIONS USE (INCLUDING COPYING DISTRIBUTION AND/OR CONVEYANCE OF l� CT' PROJECT NO . �Ir- iI• PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT Ia i IIII!4�'!II !i!i�i�i I 'll�=l€�11 i i •II �il�lll,li �, I�i lil, l I , __ SATHRE-BERGOUIST, INC.''S EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SWILL THEREBY AM A DU.Y REGISTERED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA % SATHRE-BERGQU 1ST,INC. )BY _ Mir WATER SERVICE 1 1YRE DETAIL + JL RRRIII ER NO. BY DATE REVISIONS USE (INCLUDING COPYING DISTRIBUTION AND/OR CONVEYANCE OF I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS CT' PROJECT NO . INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT Ia — __ SATHRE-BERGOUIST, INC.''S EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SWILL THEREBY AM A DU.Y REGISTERED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA % SATHRE-BERGQU 1ST,INC. )BY _ INDEMNIFY SATHRE-BERGOUIST, INC OF ALL RESPONSIBILITv_ ,l CHANHASSEN, - SATHRE-BERGOUIST, INC RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE - `' �" '�� o ,Y 750 SOUTH BROADWAY WAYlATA, IRI 55381 (%2)176!000 MINNESOTA - USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING FROM ILLEGITIMATE USE -' ROBERTS MOLSTAD, P E • R'•!ly ♦� T Date. Lia No. pt1• PROJECT NAME ' -7 ocsv+rT -A s WT s w EHnv RESODAW SINDO" ��- SME NA.ER Ca TAti- N � 141,E aDanEu arrs,aucn 1.aA1s-lva-rT1 6 .T MAY lM0AY RAY-SPl ARSQUTELMI' NO Co,15MNM C?` ACTNh AMIpUMC[ OA on uts �a WE arnoE MOTEL 1 SM !ULL -w A 1a1alM W TW) -MM ] RISTA 51616 AT ALL C:*NS7MXRa EMTRAMCES 3 .01 9 M w% R shcKo Lm !T1 4 Lr-xR sa m - a' �� DEVEtoPMET - 16 SJ,J r _E k- DETAIL SHEETS 7'86500' 2X FAWN HILL 11 HP HOLDINGS, LLC. 11 STORM SEWER POLLUTION_ PREVENTION PLAN (SWPPP) FAWN HILL The work described b Implement the Itoowing Storm Water Pol:ution Prevention Plan (SWPPP) shall be perbmisd by the cortbatloras_appointed by the developer The work to instal i, inspect, and maintain the Best Management Practices (BMPs) b prevent erosion and provide sediment control shall pe n accordance wi0t the MPGA, and shall nchda, but is not II#bad b ant rsalsernarnte mntamed Reran; 1. CONSTRUCTION ACTl INFORMATION This SWPPP wm prepared by Ps_o certified in the design of construcMn SW PPPs Copies of certifications are available upon request. (Sathre-Bergquat nc - Enc Johnson - 952-476-6000) Project _Name. FAWN HI -L Project Location: Address City : Chanhassen State Minnesota Zip Code 55331 County Parcel ID Number(PID): 250101521 Sediment controls for temporary or permanent drainage ditches and sediment basins that are designed as part of a treatment system Proal Type Residential Commercraulndustnal Road Construction ResidenIa oa ons nricu`on Other CUMUIS ye Impervious Surface Storm drain inlet protection for al Inlets Numocres to be disturbed: 04.3 (tenths of an acre) Pre -construction acres of Impervious surface: 00.3 (tenths of an acre) Post -construction acres of impervious surface: 01.3 (tenths of an acre) Total new impervious surface acres: 01 0 (tenths of an acre) ReoaiWalars Name of Water Body Type Special Water7 Imposed Wall Bluff Creek Stream No yes Wes" Welfan0 No No Pond Pond No No Dais of c«r.nucewn Corstruction Start Date: OB IWM17 Estimated Completion Date: 10/311201& 2 General Construction Project Information_ Personnel & Training - Certified erosion control supervisor in good standing with who is knowledgeable & experienced in the application of erosion prevention & sediment control BMPs (CONTRACTOR - CONTACT - PHONE #) Supervisor shat . work with the project engineer/Cly of Chanhassen to oversee implementation of the SWPPP & the Installation, inspection & maintenance of the erosion control BMPs Long term O&M of permanent stormwater treatment systems - (City of Chanhassen - Water Resources Coordinator - PHONE #952-227-1160) Chain or Responsibility Owner / Developer & Contractor are oopemnitees for the National Pollutant Discharge Elemination System (NPDES) Construction Permit Contractor is responsible to comply with all aspects of his NPDES Construction Permit at an times until the Notice of Termination (NOT) has been filed with the MPCA or transferred to home builder or another contractor Contractor will develop a chain of command with all operators on the site to ensure that the SWPPP will be implemented & say in effect unbl construction is complete, the site has final stabilization & NOT has been submitted to the MPCA Describe the construction actrvdy This M- 11A acre development viol consist of the land development of 10 single family detached Mmes. and 450 ''mear feet Of SWSM& Other soil disturbing actmtes wr Inc. ude Mme building. driveway construction. and of andscaping This projectneil be mass graded and constructed In 1 phases . grading will be completed in 2017. and utilities completed in 2017. Prevention Practices Describe types of erosion prevention Bill expected to. be implemented Pen= Control shall be established around the site 8 around the base of stockpiles Oft stockpile will remain longer than 30 days Perimeter control: is typically established with silt fence which also delnial areas not to be disturbed Silt Fence locations are shown on the Grading & Erosion Control plans Where possible 50ft buffers shall be maintained around surface waters & wetland Dual perimeter controls shall be installed If work is to take place within Soft of surface waters & wetlands Erosion blanket will be installed on al', 3 1 slopes During constriction a Stabilization of al, exposed areas must be intiated immediately to -unit sol erosion but in no rase later than seven (7) days after the construction activity in that portion of the site has femporanly or permanently ceased Once grading is complete, temporary erosion BMPs shall be installed immediately (le bio -roes, erosion blanket ditch checks, etc) No later than seven (7) days, the permanent stabilization should be in place. b. Temporary sediment basin requirements described in Part 111 B 1.5 must be used for common drainage locations that serve an area with five (5) or more acres disturbed at one lime This project is being constructed in 1 phase. The permanent dry sediment basins shall be constructed first and al on-site drainage shah be routed to the ponds The site does not have anyncentr coated sales that will directly discharge off-site List anticipated BMP Quantities • Silt Fence (Before Construction) - 1055 LF • Silt Ferree (After Construction) - 0 LF • Erosion Blanket - 0 SY Methods of dissipating velocity along stormwater conveyance channels/ outlets • Rip -rap will be used at all flared -end structures Check Dams - Installation of check dams or other grade control practice to ensure sheet flow and prevent nus (for slopes greater than 75 feel with a grade of 3:1 or steeper) Methods to be used for stabilization of ditch and Swale wetted perimeters Bb -rolls shall be used for stabilization of ditches and swages as shown on the Erosion Control Plan Methods to be used for energy dissipation at pipe outlets • Rip -rap will be used at flared -end structures for energy dissipation. See plan for quantities - Methods to be used to promote infiltration and sediment removal en the ante prig to discharge • The water quality volume that must be treated by the pmjwrs permanent stormwater management system described in Part III.C. shall be 1/2 inch of runoff from the new, impervious surfaces created by the project. See Part III.0 2 for more Information on Infiltration design and appropriate site conditions If It is determined that site conditions are not appropriate for infiltration (e g lack of 3 It of separation to seasonally Saturated ground water, proximity to bedrockcontaminated soils) the reasons should be documented in the Slormwater Pollution Prevention Plan (SWPPP) for the project Infiltration Is not required in Hydrologic Soil Group D Soi'.s Gay soils throughout the site resulted in volume reduction being achieved As filtration shell's in three (3) of the onside ponds. Timelines to be krpMnwMed on site for completing the installation of the erosion prevention BMPs • Prior b Grading - Sift and Vee fence to locate grading lamins and provide down gradient sediment cOntro Rock Entrance Berm to be installed Home building BMPs Single family lots within the overall site will be disturbed on a lot by lot basis as lots are sold & homes are constructed Home construction shall disturb previously stabilized areas. Typically entire lots will be disturbed as finish grading is completed Areas not to be disturbed are typically designated by the use of silt fence. Topsoil shall be preserved by Stockpiling with sediment control installed around the perimeter of the stockpile ndividua' lots under construction shat also Instar, vehicle tracking measures such as rock entrance berm or other tracking control BMP to maintain clean streets Home builders shall be responsible for erosion & sediment control installation. maintenance, SWPPP Inspection and record keeping for lots under their construction Home Construction BMP Phasing Protect lot area through use of one or a combination of the following. silt fence, mulch, bio -rolls, rock entrance berm, sod buffers or other approved method In areas within 50ft of surface waters redundant controls shall be installed if a 50ft buffer can not be maintained installdrainage protection on down gradient inets Establish staging / material storage area & Instar temporary sanitary Facilities& supply dumpsters Prevent & manage spills of stored substances Install Rock entrance berm. maintain dean streets Home Construction Manage & protect stockpiles maintain rock entrance berm & perimeter controls trench, Install & connect utilities Continue vertical construction Keep streets dean at all times & maintain inlet protection Fine grad pads, Upon completion of fide grade pads & home construction soils disturbing activities. each lot shall be stabilized with sod. seed. mulch, hydromulch, hydromed, straw matting or combination there of Monitor stabilized areas until final stabilization is achieved Maintain clean streets Perimeter & temporary erosion & sediment controls are to remain in place until all up gradient areas have been permanently stabilized Post Construction Remove silt fence after once final vegetation stabiliziefion is established Remove inlet protection Remove all construction materials & debris from site clean all drainage structures Remove all temporary erosion & sediment control BMPs & stabilize areas left disturbed File NOT for Individual lot 6 Permanent Stormwater Management System Wil' the project result in one acre or more of new impervious area? - YES Cara _Erosion Market will be utilized on all 3:1 slopes. Solicitswill be used In rear yard swa es MnDot seed mix #250 will be spread at a rate of 100 lbs /acre and fertr2e with f Yes, 20.410 st 100 lbs /acre Only phosphorus free fartilizw shall be used. Where a prgect s ultimate tleveiopmenl replaces vegetation aMior other pervious surfaces with one (1) or more acres of cumulative Impervious surface. the Permittees) must design the project so that the water quality volume of one (1) inch of runoff from the new Impervious surfaces created by the project Is L&'* &Street Work - Inlet protection on all storm sewer catchbasins Weekly street sweeping to prevent off-site vehicle tracking However weekly sweeping may not be adequate retained on site (i e infiltration or other volume reduction practices) and not discharged to a surface water. For purposes of this part. surface waters does not Sweeping is required 24 hours after discovery of track out. include manmade drainage systems pat convey sbmnwater to a compliant permanent stOrnUwreter rtnarnegerrenl system Pernnnandrit BMPs - Sediment bays are to be installed at flared end sections craning into dry pond and infiltration areas. Rip -rap to provide provide energy dissipation and prevent A copy of this Stonnweer Management Report is available through the owner Or ergneer Upon r@*Am t erosion Addifil Erosion Control Prevention Measures W be Implemented on Site • Erosion Blanket - This blanket will be installed as indicated on the erosion and sediment control pian It will provide slope protection until the turf is established. For retaining wall construction the grading contractor will install Erosion blanket on the temporary 1:1 slopes until the wall construction can be completed. • Bio -rolls - Bio -roll will be installed in Swale areas to help slow runoff and minimize erosion • Seeding Restoration - Temporary/Permanent Stabilvat an (Seeding and Mulching) - Temporary seeding and mulch must be placed on an disturbed soll within 14 days, unless actively being worked on NI disturbed areas will be restored with 4- to 6' of topsoil The restoration shall begin within 72 hours of the grading completion. The seed mix shall be MNDot Mix No 250 applied at a rate of 100 lbs/acre and fertilized with 20-0-10 at a rate of 100 lbs per acre. The mulch shall bill 1 and applied ata rate of 2 tons per acre. disc anchored (with disc blades set nearly straight) immedately after placement • Sodding - Two types of sodding will be done with this project The first will be for erosion contra: protection for the streets. after the installation of the curb and the minor utilities the contractor will Install two rows of sod behind the curb for a temporary erosion protection. The second type of sod will be for the yards once the Muse construction is compete 5. Temporary Sediment Control Practices 2 Inspections or investigations by site owner or operators, USEPA or MPCA officials indicate the SWPPP is not effective in eliminating or significantly minimizing the discharge of pollutants to surface waters a underground waters or that the discharges are causing water quality standard exceedances (e g . nuisance conditions as defined in Minn R 7050 0210, subp 2) 3 The SWPPP A not achieving the general objectives of minimizing pollutants in stormwater discharges associated with construction activity, or the SWPPP d not consistent with the terms and conditions of this permit 4 At any time after permit coverage Is effective. the MPCA may determine that the project's stormwater discharges may cause. have reasonable potenba' to cause. or contnbute to non -attainment of any apo cab,e water quality standard, or that the SWPPP does not incorporate the applicable requirements in Part 11'..A8. (Impaired Waters and TMDLs) If a water quality standard changes during the term of this permit. the MPCA will make a deterrminabon as to whether a modification of the SWPPP is necessary to address the new standard If the MPCA makes such determination(s) or any of he determinations in Parts 111 B 1 -3 . the MPCA will notify the Permittees) in writing In response, the Pennftbull must amend the SWPPP to address the identified concerns and submit information requested by the MPCA, which may include an indnvduapermit app kation If the MPCA's written notification requires a response. failure to respond within the specified bmeframe constitutes a permit violation If down gradient BMPs are overloaded (based on frequent failure or excessive maintenance), additional up gradient BMPS shall be installed to eliminate the overloading The Inspector or contractor shall notify the design engineer to establish appropiate up gradient BMPs or eiimate any point ,oad sources Methods to be used to contain StonJpiles Sill fence- will be used to provide perimeter control around stockpiles Methods to be sued for storm drain inlet pnAta n • Storm Dram Inlet Protection - Storm drain kset protection is a sediment bamer paced around a storm sewer Inlet. This structure traps sediment before I enters the storm sewer system. The utill earttracbr will be ngti- to instal inlet protection per the Citys details. • Outlet Structu ss and Outlet Protection - There are wetands located within & adjacent to this project. as a result outlet structures are proposed to transfer water from he storm water Vestment pond to the webard after treatment These structures will serve to provide skimming and rate contra; Rip -rap will be placed at the base of a apmns to provide emsion protection by protecting the downstream soi',s from turbulence and high discharge veoc Pies Methods to minimize vehicle tracking at construction exits ant street sweeping acbvites • Temporary Rock Construction Entrance - A rock entrance berm is constructed of coarse clean rock instaed at the proposed entrance point for al construction vehices A detail of the rock entrance berm is shown on the final grading pan This stone pad provides a lire clearing mechanism for at vehicies leaving the site There is one entrance for this project Please see the Erosion & Sediment Centro Pan for location of rock entrance berm • Street Sweeping - Weekly street sweeping shall betaken place However weekly sweeping may not be adequate Sweeping is required 24 hours after discovery of track out. Methods to be used to minimize soil compaction and preserve top soil (unless infeasible) on site • Topsoil will be stripped and stockpiled Grading operations will be performed and Mid down 0 5' to allow for topsoil respread Measures to be used it Dewatenng is required on site Dewatenng shall be routed to the sedimentation ponds for treatment before leaving site. See Erosion Control Plan for direction on Dewatenng methods Sol deft and water level map is inducted in the Slormwater Management Report. KB Methods of sediment control BMPS to be implemented on site Soi distisbing activities will irtdlde Demo�ition of true costing structures, instal of a rock entrance berm. oeanng and Sediment controls for temporary or permanent drainage ditches and sediment basins that are designed as part of a treatment system grubbing, installation of uturties/minor utilities(Including pnvate utillbes-gas,cabie.eectric, etc. ). the insta ation of silt fence • Installation of check dams or other grade contro practice to ensure sheet flow and prevent rills (for siope Lengths greater than 75 feet with a grade of 3 1 or steeper) and tree fence poor to grading, he insta!atcin of silt fence around the proposed ponding areas after the grading is Sediment control practices on al dawn gradient penmeters prior to land disturbing activities complete, grading, re -spreading topsoiand grading restoration which will. consist of seeding and mulching alp. disturbed Storm drain inlet protection for al Inlets areas outside of the street row Erosion blanket will also be installed on all 3'.1 copes or greater Additions erosion b anker Snt fencing or other sediment contra surrounding temporary soil stockpiles may be used throughout the site See he Erosion & Sediment Contml Plan for specific locations • Mmim¢e vehicle tracking of sediments (e g .stone pads, concrete or steel wash racks, of equivalent systems). 3 SWPPP Amendments Street sweeping of tracked sediment The SWPPP must be amended as necessaryto Include additional requirements, such as additional or modified BMPs that are designed to correct prob:ems identified or address situations whenever Methods to be used for down gradient perimeter control • Silt Fences- are designed as a temporary sediment barrier consisting of a filter fabnc attached to support posts This site has three applications for silt fence These applications are 0.7 as follow: 1. the installation of silt fence along the grading limits to protect the wetlands from sediment during the grading and utility construction process, 2 the Installation of silt 1 There is a change in design, construction, operation, maintenance, weather or seasonal conditions that has fence around the created ponds and rain gardens after construction to control the sediment runoff until the turf is established and he development is completed, 3 the Installation of a significant effect on the discharge of pollutants to surface waters or underground waters silt fence surrounding temporary stockpiles 2 Inspections or investigations by site owner or operators, USEPA or MPCA officials indicate the SWPPP is not effective in eliminating or significantly minimizing the discharge of pollutants to surface waters a underground waters or that the discharges are causing water quality standard exceedances (e g . nuisance conditions as defined in Minn R 7050 0210, subp 2) 3 The SWPPP A not achieving the general objectives of minimizing pollutants in stormwater discharges associated with construction activity, or the SWPPP d not consistent with the terms and conditions of this permit 4 At any time after permit coverage Is effective. the MPCA may determine that the project's stormwater discharges may cause. have reasonable potenba' to cause. or contnbute to non -attainment of any apo cab,e water quality standard, or that the SWPPP does not incorporate the applicable requirements in Part 11'..A8. (Impaired Waters and TMDLs) If a water quality standard changes during the term of this permit. the MPCA will make a deterrminabon as to whether a modification of the SWPPP is necessary to address the new standard If the MPCA makes such determination(s) or any of he determinations in Parts 111 B 1 -3 . the MPCA will notify the Permittees) in writing In response, the Pennftbull must amend the SWPPP to address the identified concerns and submit information requested by the MPCA, which may include an indnvduapermit app kation If the MPCA's written notification requires a response. failure to respond within the specified bmeframe constitutes a permit violation If down gradient BMPs are overloaded (based on frequent failure or excessive maintenance), additional up gradient BMPS shall be installed to eliminate the overloading The Inspector or contractor shall notify the design engineer to establish appropiate up gradient BMPs or eiimate any point ,oad sources Methods to be used to contain StonJpiles Sill fence- will be used to provide perimeter control around stockpiles Methods to be sued for storm drain inlet pnAta n • Storm Dram Inlet Protection - Storm drain kset protection is a sediment bamer paced around a storm sewer Inlet. This structure traps sediment before I enters the storm sewer system. The utill earttracbr will be ngti- to instal inlet protection per the Citys details. • Outlet Structu ss and Outlet Protection - There are wetands located within & adjacent to this project. as a result outlet structures are proposed to transfer water from he storm water Vestment pond to the webard after treatment These structures will serve to provide skimming and rate contra; Rip -rap will be placed at the base of a apmns to provide emsion protection by protecting the downstream soi',s from turbulence and high discharge veoc Pies Methods to minimize vehicle tracking at construction exits ant street sweeping acbvites • Temporary Rock Construction Entrance - A rock entrance berm is constructed of coarse clean rock instaed at the proposed entrance point for al construction vehices A detail of the rock entrance berm is shown on the final grading pan This stone pad provides a lire clearing mechanism for at vehicies leaving the site There is one entrance for this project Please see the Erosion & Sediment Centro Pan for location of rock entrance berm • Street Sweeping - Weekly street sweeping shall betaken place However weekly sweeping may not be adequate Sweeping is required 24 hours after discovery of track out. Methods to be used to minimize soil compaction and preserve top soil (unless infeasible) on site • Topsoil will be stripped and stockpiled Grading operations will be performed and Mid down 0 5' to allow for topsoil respread Measures to be used it Dewatenng is required on site Dewatenng shall be routed to the sedimentation ponds for treatment before leaving site. See Erosion Control Plan for direction on Dewatenng methods Sol deft and water level map is inducted in the Slormwater Management Report. KB Ktaenny-Lesser bars. 2 to 6 03 28% percent slopes KC: Lester-Kekenry bans. 6 to 12 25 272% percent slopes. eroded KD2 Lester-KINILOW y b3 M 12 b 18 0.7 70% percent slopes, eroded KE2 Lester-Kikemy baits. I $ to 25 D. t 1.0% percent slol eroded MK Muslaego and Holl"orn suis. 0 06 6 t% to 1 percent slopes NE3 Lester -Kilkenny day bans. 18 26 28.1% 10 25 percent slopes. severely eroded Totals for Area of Interest SA 100.0% ��Ess srppre F - € W °� SATHRE-BERISQUIST, INC. 0 15o somm BROADWAY WAYZATA. f4N 55391 (952) 476.ODW iC H A N H AS S E N , �t MINNESOTA �•EqS pool 6STJ a a a FAWN HILL HP HOLDINGS, LLC. FILE NO. 37a55M-200 STORM SEWER POLLUTION PREVENTION PLAN (SWPPP) FAWN HILL 7. Irte action and Maintenance Activites Identify individual responsible for inslellkg, supervising, repairing, itspecting and maintaining erosion prevention and sediment contra BMP& on site The owner, HP HOLDINGS, LLC, will be responstbe for the opembon and maintenance of the erosion and sediment control Bill Fie will select individuals who will . be responsible for the inspectionsmaintenance, and repair activities, and for filling out the Inspection and maintenance reports (CONTRACTOR - CONTACT - PHONE p) The City of Chanhassen will operate and maintain the stornweter ponds (Water Resources Coordinator - PHONE 0952-227-1160) The owner shall keep the SWPPP and all supporting documents for three years after the Notice of Termination (NOT). These documents include, but aren't limited to, the SWPPP Narrative. any amendments, inspection and maintenance records, any stormwater related permits, any permanent operation and maintenance agreements. and calculations for temporary and permanent stormwater management systems Procedures to roln . inspect the construction site. including: 1 Description of record-keeping requirements and content City A maintenance/inspection report will tie made after each inspection A copy of the report will be sent to the a Datil of inspections b Name of person conducting inspections c Findings of Inspections. inciudmg locations where corrective actions are needed d Correcbve actions taken e Date and amount of rainfall events greater than i inch 15 Inches) In 24 hours Rainfaf amounts must be obtained by a properly maintained rain gauge Installed onsite, a weather station that Is within 1 mile of your location or a weather reporting system that provides site specfic ramfaii data from the radar summaries f If any discharge is observed to be ocoumng during the Inspection, a record of all points of the property from which there Is a discharge must be made, and the discharge should be described (I e . color, odor, floating, setl or suspended solids, foam, oil sheen. and other obvious indicators of pollutants) and photographed 9 Any amendments to the SWPPP proposed as a result of the inspection must be documented as required in Part til B within seven (7) calendar days 2 Frequency of Inspections Once every seven (7) days dunng active construction and; that Within 24 hours after a rainfall event greater than 0 5 inches in 24 hours, and within seven(7) days after 3 Areas to be Inspected The silt fence will be installed prior to any site grading Only about one half of the site will be exposed at any given time The grading contractor will be finishing lots as the cuts and fills are achieved in accordance with the approved grading pian All erosion control measures will be inspected every week and following any storm event greater than 0 5' in a 24 hour period All erosion control measures will be maintained in good working ordermaintenance and repairs will be initiated within a 24 hour period of the report Monitoring of at repairs will be done Built up sediment wit be removed from all silt fence when n has reached one-half of the fence height • Sift fence will. be Inspected for depth of sediment, tears, and to see if the fabric is securely attached to the fence postsand o see d the fence posts are firm y in the ground • The pond and mfiitreloNfiaration area win be monitored for depth of sediment, and the build up of sediment will be removed at the end of the project. if necessary The embankment around the ponds and infiltratiorA tration areas will be inspected for any breaches or erosion scars, over compaction and any repairs neededwit. be promptly made • The seeding and mulching will be inspected or any bare spots, washouts, and for healthy growth 4 Additional Impeetion notes • Temporary and permanent sedimentation basins must be drained and the sediment removed when the depth of sediment collected in the basin reaches one-half (1/2) the storage volume Drainage and removal must be completed within 72 hours o1 discovery, or as soon as field conditions allow access (see Part IV D ) Surface waters, Including drainage ditches and conveyance systems, must be inspected for evidence of erosion and sediment deposition dunng each inspection The Permittes(s) must remove all deltas and sediment deposited in surface waters, Including drainage ways, catch basins, and other drainage systems, and restabilize the areas where sediment removal results in exposed soil The removal and stabilization must take place within seven (7) days of discovery unless precluded by legal, regulatory. or physical access constraints The Permittees) shall use all reasonable efforts to obtain access. If precluded, removal and stabilization must take place within seven (7) calendar days of obtaining access The PertnRtee(s) ,ware responsible for contacting all local, regional, state and federal authorities and receiving any applicab e permits, prior to conducting any work in surface waters • Construction site vehicle exit locations must be inspected for evidence of off-site sediment tracking onto paved surfaces. Tracked sediment must be removed from all paved surfaces both on and off site within 24 hours of discovery, or if applicable, within a shorter time to comply with Part IV.C.6. T site conditions result in a needed erosion or sediment control BMP that is rat planned or, the inspector or contractor shah contact the design engineer at Sathre-Bergquist Inc (952 476.6000) to determine an appropriate Dan and BMP to stabilize the affected area 8. Pollution Prevention Menagenient Measures Practices for storage of Pesticides, nerbiddns, insecticides, fertilizers, treatment chemical, and landscape materials • Petroleum Products. Ai onsite vehicles and equipment wil be monitored for leaks and receive regular preventative maintenance to reduce the chance of leakage Petroleum products will be stored in a tightly sealed container. which is clearly iabeied Any aspha I substances used onsite will be applied according to the manufacturers recommendations • Fertilizers: Fertilizers will be applied only in the minimum amounts as recommended by the manufacturer Once applied, the fertilizer will be worked into the son to limit the exposure to slomwater. • Paints: All containers will be tightly sealed and stored when not required for use Excess paint will not be discharged into the storm sewer system, but will be properly disposed of in accordance with local regulations. Praabcea for Storage and disposal of hazardous materials or toxic waste • NI hazardous materials like oil, gasoline and paint must be properly stored To prevent spills and leaks, secondary containment is necessary for hazardous materials. • A leak proof containment facility shall be used for fuel storage tanks to prevent any leakage from infiltrating the ground • An effort well be made to store only enough products to do the required job • All matenals stored on site will be stored in a neat and orderly manner • At products will be kept in their ongmal container, with the original labels SDI attached. unless they are not resealable • Substances wil not be mixed with one another unless recommended by the manufacturer • Whenever possible all of a product will be used up before disposing of a container • Manufacturers' recommendations for proper disposal will be followed The sae supenntendent will routinely inspect the site to ensure proper disposal of all on site materials Collection. Monti and disposal of solid waste in compliance with Minn. R. Ch. 7035 Solid Waste - All trash and construction debris from the site will be collected and deposited in a dumpster. A dumpster will be required for each new home constructed . The dumpstem shall be emptied as necessary No construction materials shall be buried on sae. All solid waste must be disposed of in accordance with the MPCA disposal requirements (Part IV F 1) Management of portable toilets to prevent tipping and disposal of sanitary wastes in accordance with Minn R ch. 7040: • Portable on-site sanitary and septic waste shat adequately be provided and maintained throughout the duration of the project • A. sanitary sewer waste wit'. be collected from the portable units as required by local regulations. Spi'. prevention and response for fueling and equipment or vehicle maintenance: Spm Contro. Practices - • All spins wit be Leaned up I a, ill" after discovery, in scoordance with the manufacturers recommended methods. • The spill area will, be kept well ventilated • Spins of toxic or hazardous materials must be reported to the Minnesota Duty Officer 1-8W-422-0798 • A tog of the spill type. location, date. and time will be created by the job superintendent. The spill prevention plan will be adjusted to include measures to prevent this type of spill from reoccurring. Containment and disposal of vehicle and equipment wash water and prohibitinQei gine degreasing on the site'. • A defined and limited area of the site shall be used for external washing of construction vehicles Washing runoff shah be contained and disposed of in accordance with MPCA No engine degreasing allowed on-site Storage and disposal of concrete and other washout wastes so that wastes do rid contad the Woul • A leak proof containment facility shall be used for an liquid and sold wastes generated by c9rtCsale washout operations Liquid and solid wastes shall not come In contact with the ground and rise[ is disposed of in accordance with the MPCA 9 Final Stabilization Method of Final Stablilaation Upon fall! grading of any given Poo fill of the site. fina stab, Ration must be Implemsraed within 7 days of completion. a Stabilaaton of all exposed areas must be initiated immediately to Ilmd sol erosion but in no case later than seven (7) days after the construction activity in that Portion of the site has temporanry or permanency ceased. Once grading is complete, temporary erosion BMPs shall be installed immediately (e oro -rolls. erosion blanket, ditch checks, etc) No later than seven (7) days, the permanent stabilization should be in place to Temporary sediment basin requirements described in Part III B 1-5 must be used for common drainage locations that serve an area with five (5) or more acres disturbed at one time. This project is being constructed in 1 phases. The permanent dry sediment basins shall be constructed first and all on-site drainage shat be routed to the ponds The site does not have any concentrated swages that will directly discharge off-site Procedures for completing final stabilization: • Final stabilization includes but is not limned to: seed 8 mulch as described above. Erosion blanket. bio -rolls, sod, and after grading silt fence An perimeter and down gradient silt fence shall be inspected and repaired as necessary Additional Final Stabilization Notes Final Stabilization is not complete until all requirements of Parts IV G 1-5 are compete: 1 All soil disturbing activities at the site have been completed and al sals are stabilised by a uniform perennial' vegetative cover with a density of 70 percent of its expected fine growth density over the enure pervious surface area, or other equrvaent means necessary to prevent son failure under erosive conditions 2 The permanent storntwalter management system is constructed meets a requirements in Part ,.D and is operating as designed Temporary or permanent sedimentation basins that are to be used as permanent water quality management basms have been craned of any accumulated sediment AI sediment has been removed from conveyance systems and ditches are stabilized with permanent rover. 3 All temporary synthetic and structura erosion prevention and sediment control Bill (such as silt fence) have been removed on the portions of the site for which the Permittea(s) is/are responsible BMPs designed to decompose on site (such as some compost logs) may be left in place 4 For residential construction onlyindividual lots are considered finally stabilized a the structure(s) are finished and temporary erosion protection and downgradent perimeter contrai has been completed and the resderim has been sod to the homeowner Additionally. the Permittee has distributed the MPCA 's'Homeowner Fact Sheet" to the homeowner to inform the homeowner of the need forand benefits o' permanent cover - 10 Steps to Stormwater Pollution Prevention on Small Residential Construction Sites Stormwater management on small residential construction sites need not be complicated. - -- _Post your and Keep an UP to Dale OPrts1W Any Awes Reserved Owl q I - w Ydhtrabm and Preserve Eisrq Trees O NOi Copy d Yaw swill sit Sae II roll wdl M installing mhnratx hI rd Ieaone such a• Ism Card—, ur tl n i s. _ Pint a s.go ,x r•her rote's M well prime mxrap. make sure this areas are dmiln.1N a• off limits to avud rornpartion including Voir NPI tr king numM and site Savetime and money M'p,—V,ng-ming mature, refs doting constrururm cmiacloilMmanon Aso.keepantpt,I%our Pre•ervmg mature Iters minimizes the amount of snit that needs m be nal heed ooh w and opln-datv e SWPPP mnte 1st .J eaV Dore ycrostrlsctlon is romplre, and minimizes the amuum runuri of t( dng avid An,, uressihlo. irol.dinq are reap, , sig here - each RMP is lir will he mn.lk-d rIXlsiryunlon aniviny ©start 1 Yaw Bea I ! Ell CGP n qio s operaws to preserve tutive topuxl un site unless ftorfe,LC tnkanble..it Amen all sal stooge canes Prom un on and loft For —IW fockpiks. -ng the emus cask with a -p —s he wIll enc Rosset Ceretrrctlan Materials sow Ibwi-On act Itwrrlh All © A: the -J of r, roc w M,o end Jur..g menptution rcenu. porl rum f,, n.a:e:. ,mei .vuk'. teach oullula USE (INCLUDING COPYING, DISTRIBUTION, AND/OR CONVEYANCE OF ®Dmwwb tsar,Yowl Ans Deady died)' wpm" wase dispowl amus or site ter bsa�rlbus wase, mxrmm wase. aed dmwic waft fy drafgexirg wgh - +IVr•6•. aid pr•r•rt pare rVi m and wins — — — — — — — — — — — — — IIRIre1r INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT ©lair Car*,& on F,,IkS Sual,- 000"Let lira 1-11 pe,.ronuols such as -do—, film logs to rill fences �- d around the downhill hnundattes of your nu OInarN Met CorOak ' Sedurcent rootrd kits. gavel turners, and sand or k hags are illi Ion Aketwe inlet comics Make sure to remove cumulated sediment whmrer eit has re hi halfway up the raeml O Install a Concretil tin Waslwsdasi Bn :xsgr.asr i wa.pr,,,: beerrine.: a,vr. pias,¢ osr washing zee used concrete and stucco muauiers sin wash eeces• f•em w cvicrne residue down. a,— dram u on. a stream' OMaintain a gabled Est Pad Min iu s ,do—, trrk-ae from eel ides Wrong )-our rise bs' matnlaou g an Pad made oP reuAW sock spread Dues gree ilii fabric. It sdimem trackgnt accun. re nuee deposiud -cit— by the and of the — wak day d Ql site Stahl r0 Immed,an l) aubhae expoino pennons d ilia site whetieyer ronstrutxm work will stop fon 14 a more days. n'm ,I work is imh Iempau,IV copped knnnriter. final "'t.1—tion it requited prx r m tmm nanng W-0 —al iannIni iyw•ar: NO. BY DATE REVISIONS BASE FAWN USE (INCLUDING COPYING, DISTRIBUTION, AND/OR CONVEYANCE OF I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS CITY PROJECT NO. FILE NO. — — — — — — — — — — — — — _ _ _ INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I F,,IkS Sual,- — SWPPP 3708&=-= ORAWN BY _ _ _ _ _ _ _ _ _ _ _ _ _ _ TCW _ _ _ SATHRE.BERGOUIST, INC '$EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA `Oa r° o� SATHRE-BERGQUIST, INC. — — _ _ — — — — — — — — — — — q{Eq�O — — — — — — — — INDEMNIFY SATHRE-BERGOUIST, INC OF AL1 RESPONSIBILITY HAN H AS S E N FAWN HILL SWPPP eY — — — — — — — — — — - W 150 SOUTH BROADWAY WAYZATA, MN. 55301 (15Z)476 -l000 1 — — — — RSlit — — — — — — — — SATHRE-BERGOUIST, INC RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE e�� .5 �, w — — — — — — — — — — — — — — — — — — — — USE OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTINGDATE ROBERT Jr MINNESOTA HP HOLDINGS, LLC. lleflW7 —--—————— —— --— — -- FROMILLEGITMATEUSE SMOLSTAD,P.E p`*.tF�t SWPPP �� / CORNER OF SEC.tO. TWP.tt6, - 1 ,�V WE57 t � FRO CARVER COUNT/ hRO\ �V - a EST TUNE RGE OF S }EC.10. TYP.116. 6, RGE'Qk 1 vv l 1-V I n l (NEb6f20 E - DEED) S89°18'51nW 1283.64 SNR Q � � > I DYSCtlfT1 OF PROnMTY A'lV[YtiD 1745 SchsmkA.fd baem afemcd ride Cm®otl Y` L `r LOT = t a OCT _ LOT I/ SOT'' ) YT - 189°18'51"E 464.93 J \Y f- (N88'03'20'E - DEED) _ I) RW Yr I.O.ssr6a The mb)as psepmy sppa. s h vv� Zaee C, Is.m eaWAe 1-^elr ssd dlr 6mbY4 ass d i%el fs.bls P P- we m m...s pi- me :hr w< I- m: pMad . GWba Smu Or W f 6i. swTvsy TLnc.sW as�y sla (� wets mm Row flo "g s.bae wmp dWm s I.a pl.a a a ar w ss B<Msc .lts mmlywessldL peer parted trnm 6e lvau¢e.l woe Booaykr t�e�sFle.f EkYsserade,6.se rpn. wi6e6NN `-=- -- ---.:_••. .-...._.. �--'_-^--^"_`-...---`-.-�.....,. ....,,, .as. la,semss Pv A�.mtlasp.d mtleu mass Mzme,lk-.r0. 1%.>•I chum d 2w.WX r. 26% die 06 -US wv Th. Prd Naaas Qlmeadd<Sales Qaea d Sm 10.T -W 116, ft e23.0 Ca UT-P-iafo0we V6. Geekof.30-yva .WW 0-dcwled.vh+es=m:pcTo:+ordfor seed s. s„ mdcpft a bs Opadek-Rdo..sow dr Ifl% D.rrYm TY Wetl.o[Mmmoc was prtfameaof AmoaLmd ECaoatmg mC LLe ddm<ow-fl.gs -cbalodm Cmssaf. WeWr QNarly eemdmd stem l., dlaamm�shnryd3am lYys 36mMmmaFAaHat Wr4mb.dr N 6eFatr.I F1M FId SIM . P,P,N-Iood Ism Rax MW C-Pmd Na YN3100058. dela! J* 2. 1919rs*..d 6m GTE GARAGE FLOOR ELEVATION Snrq Qrss.•daled12:.70 Reesdm Vvd tldyo me61-. Are 0-13 ks tlse NOIW I tie 36 -0 LA TOF TOP OF FOIHDADON ELEV. SURVEY RETORT Worm. heleOtlorwm add. SOldl.rQm.a..dpadL9.19ARakpad/rymil6dOe®e6edr6.A OmamsiOMl 4) PnM Ara lwicr6w: Gls Asn 4?9.134wC-Ie999.aa L HYDRANT d, S6 ase 0 sooe6 Wr m • is...ed r r A he d6e $osW.s Qs.s,.irrd2T1.66.AURes NA ■Ansa 03 e.�bssrY CONTOUR EMSTING LX Asa 9,910.E-0228 ELECTRIC TRANSFORIER FiL.d.Irrdat#714M.e Sad6dys<J®00®iW'r.fasr 42X11 iIC�8rb/gsmtlsssbrsIDsam►WrU• • SURVEY MCN_A.1ENT FOUND apes 7hb srP.ed eePan wu prty.sd wr2:hc Emefil of.Commlaem(or Trtk lavrma ls.ocCb Caman Hae Bniken Title. Ll.C,s91.�splfa dwsra d1n 13 fr n she piss da,mq ELECTRIC METEP R'a Asn 1TJ,7M.L- 49Wsva 9evn Task Gas.vry Caspm3''. Fik Ni,. He 34636. sl.md )d.3 I", 91 -. Psv! 2 ELECTRIC UNDERGROUND FENCE Na Ass 291.436.E - 6A91 ns HAND HOLE Tla psd6eNaa.alQsrdd. Swdwm QsrdS.mm lO,Te.eiq 1146�D.(ilsv Cslry.11�odrT.dakdr.: 3) 6sela.rt.. FJev.4em ae bsrmhlN/00T GmdsCeDWlss Stem Vwmu Fiudca A]MK w11.A hsmclrnmud 1023'6 ka GAS UNDERGROUND ( q.6eWr Q..sa�w!rdSstlm 10 d1e mrrmsdhsi0df.sAlds0a 56 �1a0semodN Fu Kipp 6eMr 6r of.W TREE CONIFEROUS (NA\TNffl. IIN'enar th Wlbwiee vM reprNb3chedtlkBd6c harm rcfiaea.t Tee Caemnsns; .1 Iw m's 1.6 sue m.l.ssy sel.od Sas6wes lJrs. • daooa of b3123 fen m Tee pus dbepmbl dd. e a b. 6-6.& de omssbf Wm Lm of the 5adsm(Al.ns..dwoad36J.1lbes.psl]I306s6ss/r srdNs Qlrlra.m of 5num lO. Neompdym0)eumea 20 61 lorry A2(Aplculoa.lEmss D�mat)pa l6e Cm o((T.nhax+l's .eno�mW d.ud tb,9C mb).gnmk b) 1-- .95u63MbCnlpfn RaMaMk art rtl tr.vc"56es.bw s.seb Er •duos dM 93 iK dma Na61 dWw 76 sr 0 ash Ws m.ls pm W W r Wm Ise of Je Salm.rs Qsr.. dopa 54' I S " J. 1.hrrda:Thcaesa J.ms.ry 14. ]014.Ksaf wti6 pneM saeW u BC (MdTCr Osalry IJimstl w Om el Ilan m. A pasoa^ of tls pmpnp cenams wciWds wRlch m y tr .W1m b feda.l, mo. a loal rcgul.00n. The riga b us a ingm.. frt :Etre Sul.b M dW 03mwrIDtory Wm•dee a.M,J v s•. pts dbl TRAFFIC SIGNAL - TELEPHONE UNDERGROUIC' dies wstlmd.u=h- S. TaYe.4.as m. IS." ALTA -SPS OPTIONAL TAMi A NOTES - UTIUTY UNDERGROUND Please mr>M 6e pay.l a,aimom fa 6, *-. pq "Ray b- bas: s.,tlmded d -4b a dry aoo6 W c mdd tr wase of w L U3LLITt PEDESTAL WAIERMAIN .semdmma If Nei R sal m . sgpaded 6ogmmt psoN'ded m m We recamt®! IM • mnnsg Ict>G be obmnod fc0en she ZoOmg AdmmlmMa b 2) Obsrv.uoevCommeas mIN beano per fxY savoy wch n Ubu' m' hmrbd as..aza, aNpro. ud ®vm.ada savlsab- (The 101W-6 oases aFessas T.bk A w -W ss..7 -P ..b b -.ad spmhatswl tet ameet rt.vklims b the w. .1 Fina+.la« the mnE Imo dl'vaJ 1 bl Fena+.lorW the mrtE Imo o(P.ra! ?. _ She Ayer ^4G BoalnvlL fT.-�- WN 33311 We hoe oat r.reneG tlse amm>mm<cbasf smd �c1 . Lwn ms.v c I We hos shwa 6e Mh6 f...y d GWpm Rsrs d. awsxM- P.n d the sip W e hoe sassyeC a n . n,b! of was 6.: wam11. esm the <sasds f she owvckd sod Thee ;-k h.- pace of P"wm, h kG of "& f w -.y m the :ods :bs deveNp 11, LIbWa We e..e mows she Imam of-)- a- sbe +seseyed popm3 h ob.moe n_.. part. Thor vasspamd minaes mcwibcoW vb Pa.cTw- .Irw Beed Won -..V- - Iw the syhsa(-r.v -M be mnmsse! m h sac a Ina .d b.sd sqm dnssraMNm of she seas . s mo h b" oohed f P.wa. shdsq 6s.p ad Prb skPa d) Ovede.d-kIy dmf ss emdd. .h,-pW.,y I Fence t- are 6hD" on the IS'de of the owndary Ilse ores the fehM s IOCBted Dn C <. (A, hoRtX� Brcep sss era m RW Cow Canty COawWa Sym.(%Df3.19w q) so 23 0 23 So 100 SCALE mT FEET • Dtl Fa.NF a ISI C~IWRYM..n w RL56403" w In cla-I SURVEY LEGEND --- -.JN YON WENT V6. BITUMINOUS CATCH BASIN d% SITE WE N 14 OL GTE GARAGE FLOOR ELEVATION CABLE TV LA TOF TOP OF FOIHDADON ELEV. SURVEY LEGEND --- -.JN YON WENT A,f_ WALKOUT ELEVATION BITUMINOUS CATCH BASIN FFE FIRST FLOOR ELEVATION BUILDING SETBACK L... dFLARED END SECTION GTE GARAGE FLOOR ELEVATION CABLE TV N GATE VALVE TOF TOP OF FOIHDADON ELEV. - CONCRETE CURB GUY WIRE LOE LOWEST OPENING ELEV. CONCRETE L HYDRANT _ CABLE TV PEDESTAL CONTOUR EMSTING OSURVEY MCNtWENT SET ELECTRIC TRANSFORIER CONTOUR F9'1 E0 • SURVEY MCN_A.1ENT FOUND ELECTRIC MANHOLE GUARD RAIL Q. SURVEY CONTROL POINT ELECTRIC METEP DRAIN TILE LIGHT POLE GAS METER GAS VALVE ELECTRIC UNDERGROUND FENCE - POWER POLE HAND HOLE - - FIBER opinc UNDER DUN[ ANITARY MANHOLE SOIL BORING GAS UNDERGROUND SANITARY CLEANOUT TREE CONIFEROUS - -- OVERHEAD UTILITY _ SIGN 25 GROUND ELEVATION - TREE DECIOu0l6 --- RAILROAD TRACKS ' STORY DRAIN - TELEPHONE MANHOLE SANITARY SEWER " TELEPHONE PEDESTAL - _ _- STORY SEWER " STORM MANHOLE TRAFFIC SIGNAL - TELEPHONE UNDERGROUIC' LARD LIGHT LITAITY MANHOLE - UTIUTY UNDERGROUND - A!C WT - WELL U3LLITt PEDESTAL WAIERMAIN P1 TV C6nY MO n SITE WAS*.To. HP H.I&.gA, LLC, m ea.Nm H Budd- Tld. LI -C..." Wei 1s S- tee a T WP 116 - RGE.23 SEC.10 FILE NO IVETE - USE (''bC.U054G COPYING, DSTRd3Uf �d.. ANOgRC"m�°13' �>'. CONVEYANCE OF ,NFOR.AATIONI OF TH S PRGOUCT S ?F,ERS Su" CARVER COUNTY 111111411 --- --- - - $TRIC' VPRO..B-ED y9 -OUT SATMRE mitGOUST. ftC Y rh.wb 6Wm o + i'WTi'1/IrSPS LAND TITLE Vlt 37865-2OO E�JDN - - -. -- - - -- - MCPRRESS WRIT'EN AU-HORIUr*h lSE W TROUT SAA) RegalseeW ALTA'A6 a pTtle SavO1, Josd) cal.hbmo0 tlgled [TA .od�NSPSasmd Irchsda Iles I-1.1.Sf d 1D d Z AD,F•GR>UTghCpyST.,U-ES AA I:.EGTYSIA-E USE AND TmkA fm m.,slsdm)r'�a 9„- a SATH RE-BERGQUIST, INC. PREPARED FOR: 6MA._TIEREBY NDEMNIFVSA' REagi ST INC OF {(1 Dasaf ,VMW J-&2011 0 . - - 150 SOUP eROAowAr wArzArASN lf67M 4isaooD CHANHASSEN, 0ep --- -- - AL WSPON&&.ITV SA'HRE.BERGIXAS-.14'C iffSERVFS 1 n � DA TF _ THE RRIGIT TO X30.0 ANY IL SEG-IMATE USER OR PARTY • W SVW W SATHRE Cal - .EGA:._YRESPON&B.EFORDAAIAGESOR-OSSES Das B Pear. FLS bb- I -N.. 4034 i� �? MINNESOTA HP Holdings, LLC RESU.TING FROM I:_EGrftATE USE ERS P•F SECi - NEST 1/4 COPNLF �c ' 1TWP.IC IND. CARVER COLINTY MON. \ \ / WEST UNE OF $WI/4 OF I SfC.IO. 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Mmveara 11 Sift AaaraII, 720 OWpm amkrn ChaoMrm MN 55331 _I ESN/ 7's So9emlWm 7k sab/r'a prapen, eppeee b M aMr 7 C. lete aemd[ cot 1-ptrcm mal dr.a aoodDim es d I•. etrWl cbmm abet m. mmmE.eve asaye depha as Wtbae I boot .s d IS amW rSmae me® modm, -b-'W bem* aevR an s kora thm 1 alrt mk v vee ptoasbd 5m cot I% mW chaoo f1 b kves Na. ane Flotd EJI a dTft se W+-� rrda I�.m prvihee a na INoned m Ane atmal me um A (,� .�. 17. emml Aee ormm®, rm. 26\ bm d6mdna a.a th IIh of t 3P,m Fin Fmvt1Mm avame dmda! sel,m m oo pvArtsod As+I[h ores m dgob a bme tlpod eles'tmoa ev ehoav oth¢ met smea.L pe 1e Nasmsl a In Ag P:epam F•_-. Immsa RR MA Camlvt PmN No 27p5100058, beE 1dy 2 1979 a rapmed hvm ftetrsl a,em, elmex Ailey W,b Sur. FED Cl"MO M TE J. Parch Ars ldwrtl.. (ks Ms' 507,112.1 - Il Alums k1w A>Q 9,910 t1 - 0221 roe Me Ate: 1'7'71.1 - 4.010 acm )Ir At9a: l Il w st - 733 ama 41 Re W,Ia is . FJaaeem ev batrd m hp/DOT GeaOetit Oapthnc Sown \Arc hrcclsea AL MA Belch Ms ec Nevsna. of 1025'6 f .. 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'1 SAM" DeaWWWW The Wdl W d deimeaeat a pvfaetmd h Att W- E—( -h4 orad the dolmens dap aem iaoud m Aa,ea -. 2017. DRAQ AGE AND UTILITY EASEMENTS ARE SHOAT THUS: NOT TO SCALE Elmg 5 feet In wldlb and adplamg 109 Imes. 1Oku adw in --&-m and 10 feet m wdth and adjouwg ,%W of wry file dokas o9hmwse mdlaled, as dn1Ra m the pb L - W E„ I berth ataf7 Fhn ores —)s Pia m rtpm .n pepvc d Y% mea UM" my di -t Ng -Tsar aM the I vo a &, Lwe d TWP 116-RGE 23 -SEC 10 Iaap IME YAN LE OFING COPYP. TION) O• FITS P OOLICTANDOOR lend Stm mdv the I- of the Sort of M— PS 80 CONVEYANCE OF D W"ICUT S )14 TNIS r"ISTT IS sYoT EE qs, C9Wve1 Cp+MY OIM� _-- 6rRlt-rLY pgp,IB:Tm y9fDd1T SATF�.agtGpfigT. MC Y AIA -- - --- - EXPRESS WRIT'EN AIJ--ORVATION USEWTFQUTSAID Dowdthus dayofJme.201'. 9 A IL SAS �It SATHRE-BERGQUIST, INC. E - - ALL RESPONSFOLITY SA -RE BERGOIRS-, AC RESERVES T r 150 SOUTH BROADWAY WAYZATA, MN 55391 (952) 478-6080 HAN HASSEI' THE RIGHT TO SOLD ANY I -EG -IMATE USER OR PARTY WVVWBATHIRE.COM o15aa20,7 - - _ LEGA YE 6PO SI♦&EE FOR DAMAGES OR OSMS D ..d B P b - _ MINNESOTA DasTd B. Pemhnon PIS - Licersa 1:17 =0344 '. IVO ' 01 CoeMl9 Sy— NAD l3 'M q 1 60 30 0 30 60 120 SCALE LN FEET Zm1n PRgoasO ZOrwv - RLM 35% Mn 1111p ymn Min Wtdm - 58 6 Min Alae - 9.000 sf Min D/pth - 11 D fl Fyab - 25 R Syab - 15 ft Toil 5 It Garage Ryttb - 25 ft 80' Raw - 31' B -B SttaetS � J PREPARED BY JFPREPARED FOR SURVEYOR DEVELOPER SATHRESERGOUIST, INC HOMESTEAD PARTNERS. LLC 160 SOUTH BROADWAY 6035 CULL IGAN WAV WAYZATA, MINNESOTA 553M I MINNETONKA. MN 55346 PHO14E(952) 4768000 CONTACT PHONE (952) 476-0104 TOM BAKRITGES PHONE (612) 2729701 CONTACT DAVID PEMBERTON, PLS TOY91bOME8'FAD WNERS COW EMAIL PEMBERTONGSATHRE COM PRELIMINARY PLAT FAWN HILL HOMSTEAD PARTNERS, LLC FILE NO 37865 D01.20C 1 p i. .. Y 1 F _- C ,f,S1TEi'w.:.T--;-h. N N F/ 1W�17 E O .. 'ti- � T Y C A PRELIMINARY PLAT FAWN HILL HOMSTEAD PARTNERS, LLC FILE NO 37865 D01.20C 1 FAWNHILL MA 1 r ILL NU. - \ WEST I/4 COR/ER o< C.R. DOC. NO. SEC.IQ CARVER 6. ROE 23 FWD\ \ / ! � FTI. CARVER cauw7r row / ! ) WEST LINE OF 5111/4 OF I `SEC.0. THPIb. RGEu r/N-)r^T M IF' A F�/'\1 AT 100 ly 1 I vr\C"1 r'�\ IvlLnvvn 1 , (SBa•03.2" ' C ] 1 589' 18' 51' W 1283.60 �4 93 SO e�itsi) C ] 210.82 146 57 144.78 - - 30.00 30.00 208.13 - -7 s7 <( IV ;-23.29 A h \I o /� 151.95 30 � So .� I I // / v I� 50 y T vj pUTLOT 3 ti O t o 4 N.oz '° 3 0 4 �p n R Q n ��y t►Y07.21• IV oI I J I ;r N82'52' 39,g_192. 00 $ ,� +_ I (� // b9 I, _ 60 30 0 30 60 120 35 h 3 Q L 19 S89'4B-18"E ` 3-,19` �S . g �5?• //w�h ELl d =_J i ` ` \ 3� h Q `•' 130 31 E S J 2 - SCALE IN FEET 2 E N82.52'39•E - „� , 109.73 - -� 9)Jy j 1h 6 93y. �/ 5 1J n _ • I 62.31 i �3/e, 60g� Yq / \/ 5 I I� 3 S5w 08/_9/s,76• 10 3 o \•+ i 5e•�• 23,28• I I�yrM77 A. y7'wC$..� LJ 4 N�nr \6?% li 1 H S 9 Q o I• i `) g •f• o I / ij2E o /26' Al 06'�•� i !8� 1� 1 < A W `,\ ?,f, 96 ✓' 1 _ i �0 29 �b '�%��v �5 1 25• / $v o $ DRAINAGEr�, - (_ g \ f a? ✓/ N \ V i� / d I bS yM1" EA D UTILITY The bnrin8 beau is the weer lice of [6e ` i 63 6412 / / 'o ��i.�! 4. ,Ij O 0 SErENT SouNwest Quarter of Section 10, Township 116 2 /► . / b, Sb'03.20'W m.13)/ �i %a� 6 N to W 23 None welch is assumed m hear (� 'J.. '� '►• 5ag'Ia's1'w / ` .c��I `O g� s) J so sown oo atBten sl mi.wote o9.tenme F..c \ I a _ / ,o/ o B 3' 7n.09 $� 6 1' \'23 S n `. so R Ulm 13 \ / j9 ♦ NTD, ` ��. X42 23 42.26 43 96 4396 h 96.56 \�• I ai 0 i y6 a4� sl..z 84.52 �, N89°18 49"E 184.28 $Oi° $n \?f 1 T-1T'1''t�`.TA .. / r N89°18'51"E1 'to • rnlT-T SSS\ rA -IL 1, to Lv \! Y9 A )'- �/ ! `+.l / L�LIv I t_ ♦ 4 t YIVI.:I ry- O Dmwesa l2 meb by l4 mt3 itm pipe snm v`�64 eC h the gtomd and Hotted by License No. 40344 .ec �` OUTLOT E Za\ ! „I ,rI „T o W W sF �S W L a 1 / v U I LAv 1 .. -- '" ro = Oe = 1 , s , p Otaawn a Found bee Mmtmm e '> t>o v <OUTLOT F-- 9e z to CO CO � d DRA.AOE AND U1RN7r I 6,. F� `'�Q �7 / i �f°� tV n N O ' 4S \ OW D.M. a Fared Cao -l= Mmummt EASEMENT OVER ALL '-^ �� fhr l�� O' _�I fm yl OF OUYLOT E ,�, i r' S� < v .1 Z ("a::) Drown Deed I)®msim WET LAND I O !� � �• O J j- _ 00 .c@0w y4 c L; 0 3 100 d R KNOW ALL PERSONS BY THEM PRESENTS: That Ch.ohrem lnweemuit LLC., In. own. of the foll-M.1 popery sibabd m the Star 4 STATE OF MINNESOTA O ? Mironora, County of Carve, to Wit: COUNTY OF HENNEPIN 1 Z The pea dine Nn,*~ Qaww, dOe Smthwea QaStc.(Sad- IO Tor.A* 114 Runge 23, Canr Cary, Manor ° dna led. foo- The foregoing iomtment wee wlwowledpd before me dw _ doy of . 2017, by David B. PmbarM Prof stioml laud S-ym. \ Commmeeg n the Wm Qm ons Ree 4md mcdm 10; Ocoee m m mumed hears{ ufSaeb 1 degree 56 sem 40 mem& ria abng th Wee b e.(rid Swbw Qanc. Mimwom Liana° No. 40344. \ I • dwoeee 41213.40 feet theme Norlh U degrees 03 miame 20 rcosi E r, • diamcs 4464.93 feet 6tace Nath 1 degree 56 otmmr b acaob Wm on. Mme pamaDW b mid \ \ 1 wee lme.(Oe Samhwea pwr, a disroor 4269.19 feet b the point of begmoiog 4Oe trap In be dmnled; than continuing NaO l degree 56 a .A. 40....& Wee m a \ \ `e pwaDd b said wet Ase die SaNwat Qu . a dmmce 4272.96 fmt thence Nor! Y degrar 03.mb 20 scan" Fee, • charms 4616.71 fit d- Sash 6 degree Notary Public. Hermepm County, Mmneaob No my Pmioaed Name N89'I8'51'E 464.93 13 oorerOo mconO wer.diraaor 4276.11 Ont th-Saudi a degas 03 aria. 20 --h W.L. dimme 4777.13 fee to the pout dltvgi..� My Commimim EV- l (Naa'm'2d•E) Ad csrI^TA AT r1IT-7 rA [)►I^ � e�A9�M7.Nwn•wee Wpmnd and eoQ•prd by arc City Council afthe City o(Cbmhrmo, Mhmemb ate W I MINNESOTA V I �: 1 n.i f••t I C L 1 V I L _ t n I V 1 �: Thee pit dt4 Na1Oam Qansr f Ih° Snwb a Qurrr.(Section IQ Taredip 116. R4 23, CsrrarCattty, Xawrsb deambd. fabs: �m beW d 4 Come ca• m the Wm prim Darr dead Salim 10; Orae m m ammd header 45oa81 dyee 36 Drier b seooab bet abag the wee Is dead Samir Qmar, .2017, sod s m cotegGanoe with m ptoviome 4M®anob Steranes Salim 505.03, S1bOvisoo 2 a &i .(63125 fee bm p im.(begbrlsg dOt tree b he dasorbd:Ora mransg Soon 1 degree sd sins b Rm6 sir alt• and Wm I'm.(tk Smth.mt CITY COUNCIL OF THE CRY OF CHANHASSEN, MINNESOTA + Qnrrr, a Omace d562.12 bre b • post 1,213.40 fee diem Nom mid Wer Q -w -of Sedrm IQ Ore Y dross 03 sirs 20araw6 Fa. • dsa.or d46493 fat SLll1t11SEST CORNER OF M�ar,� orb Iad4m64.93 feetb•e dW�- ,P..m b mid Wer f:dOeSmhwer Qmlr.a dress 56215 feet Ore Soso Odegrm 03 coir 20 tom& SOUTHEC IM EST CO REE 23 1 FND. CARVER COUNTY MON. \ And • -I BY Admmauator Oadat B. C d D. VISTAS AT BENTZ FARMS• -ardiog to the tacardd pbt dwwE Cane County, M®mob. COUNTY SURVEYOR. DRAINAGE AND (RTLrrY EASEMEAi'S ARE SHOWN THUS: Hm tensed the me to be ormyed sod pNamd m FAWN HILL and does hereby dedie.e to the public for public tone forever the Cava Comfy. Mmoesm pubic ways sod dtaitege and utility ram..' m sewn on this pan. Punta. b Chaps 395, Wmaab I.- of 197 1. pht A. bem approved this day of .2017. S 1. w=m whmeofrd G3mhaaaan Irvmmrat I.I.C. bm mead thin I , b be signed by lie proper often On day of Brian hwke- Cuva County Sut-7- 2017. IIBY II Chmhrer Iraasteest LLC. h� COU\'TY AUDITORT'REASURER Mm HaoiW Vice Pimitimt Cwer County, Mmr.or 1 hereby terrify ghat tax. pay" in d prio, yea have been paid for had dmmlmd m this pW. Dabd tri _ day of o _ _ _ STATE OF MINNESOTA -2017. COUNTY OF lawn Davies. County Aditr/(tmrra NOT TO SCALE The foregohg imrmew wee wknmhdgd befine me this dry of 2017, by bran Hanoi, Vice President of Chaohaaam Iovr>m1raL ILC. Being 5 flim in width d adjoining lot Ilan mlem athawiae BY indicated d 10 hat in width d adjoining right of way fioM unlm otbwwm u dwaml, m shwa on the pin N any Public, fimoRm Corny, bfmmou Noany Pmmd Nutt My Cat mmumn maw COU\7Y RECORDER. Carver Canty, Mim.om I hereby .* lens the plm of FAWN HILL wee Sbd Os day of 12017,m SURVEYORS CERTDTCATE o'dorY_. ►L . Document tic. 1 DWW B. Pembemkq do hereby ratify tens this pit was prepered by m or under my dyer super-mik On 1 am a ddy lisad Imd arveyw in the SIm of Men -M the dm pbt s a canect ccpmambuor 4the boodry survey; thin all mathmmaw dm and ibch eras correctly der�rtaae' m the plrt thin d mouttmeor . County Recorder dM cid m the pW have been or %'M be correctly tan within ons yes m mdicamd m the piOwaters det ends pit dim waboundwn defied in bfm.os Srtarw 4 4'6111 44-P, Secam 505.01. Sobdivisim 3 alining m of the dale of Os cae6ca0on art dmVit and libeled m the plat d Oat aD public ,rarowy d ,rays are shlabdad m Oe pbL g i SATHRE-BERGQUIST, INC. Damdthat day_of QYENa vcv David B. Pemberton. Profeniaml Mad Surveyor Mivnranb l.tcrae No. 40344 July 6, 2017 City of Chanhassen c/o Robert Generous Carver County Tu6Cu Works Administration 113609fig&Vgy 212 Operations Suite 1 ftogram Defn ery Cokgnt, AV 55322-8016 larks Ofiotte (952) 466-5200 ''ax, (952) 466-5223 Re: Development Review Comments: Fawn Hill Preliminary Plat and Rezoning — 7240 Galpin Blvd (CR 117) — Fawn Hill Road Thank you for the opportunity to review the subject development in the City of Chanhassen. Consistent with the County Comprehensive Plan and County Codes, the following are comments and recommended conditions of approval as requirements for the subject development and any necessary permits to be issued for the project: Prior to Plat approval, the County would like to review and approve an exhibit drawing showing a cross section of Galpin Blvd and the adjacent lots 4-5-6 at the north and south ends of the plat. The cross section would show the future road improvements and how these improvements might affect the subject lot grades and lot proposed improvements. The two cross sections should be referenced to a plan view at 1:40 scale from center of existing ROW and existing grade, with notes on proposed grades for the roadway and subject lots. 2. The plans show converting the end of a culvert to a drop inlet structure. It is hard to tell how the grading and this structure will work together. It needs to be made clear how the drainage along the west side of Galpin Blvd works with this change. The contours were not clear. 3. Per County Surveyor comments, the boundary appears consistent with adjoining plats and verified by several found corner markers. Street names and centerlines are a continuation from adjoining plats. Galpin Blvd should also have a "County Road No. 117" label, Galpin RW Dedication from 33 to 50 feet is correct and matches adjoining plats. May want to show or document controlled access for Lots 5 & 6 onto Galpin. Outlots A thru C appear created for lot expansions from the north. Purpose of landlocked Outlot D? No other survey comments. 4. Related to parks and trails, please provide for County review and approval some type of additional, declarative sub -report and figures of the specific plans and impacts to the City and County regional and linking trails plan for the highways and areas related to the plat and this development. 5. Any existing field access or existing driveways will need to be removed and replaced with ditch and /or curb and gutter in order to preclude nuisance use. Note to same shall be made on face of site plan. Prior to any work affecting or on County highways or in County right of way, the applicant shall coordinate plans with the County Engineer and obtain a Utility or Excavating/Filling/Grading Permit(s) from Carver County Public Works: (http://www.co.carver.mn.us/how-do-i/apply-for/a- R:\Program Delivery\Transportation\Development Review\2017\ ep rmit). Final details of locations, grades, and profiles affecting County roads as well as any utility connections will need to be reviewed and approved prior to any permits. 7. Any damages, modifications, or changes incurred on County highways from current or approved conditions will need to remedied or updated at development expense, including costs incurred by the County. These are comments at this time. If you have any questions or need further assistance, please do not hesitate to contact me at dmccormick@co.carver.mn.us or by phone at (952) 466-5208. Sincerely. Dan McCormick, P.E. PTOE Transportation Manager Carver County Public Works cc: Chad Braun (TE / Permits) RAProgram Delivery\Transportation\Development Review\2017\ From: Terry Jeffery [mailto:tieffery@rpbcwd.orR] Sent: Wednesday, July 05, 2017 11:07 AM To: twelshineer@sathre.com Cc: tomb@homestead-partners.com; ssobiech@barr.com; Smith, Stephanie <sbsmith@ci.chanhassen.mn.us> Subject: 2017-047 Fawn Hill initial comments on incomplete application Fawn Hill Review Comments to Applicant 7/5/17 TRJ The RPBCWD received your application and supporting information for the proposed Fawn Hill subdivision and site improvement plan in Chanhassen on June 23, 2017. The application has been assigned permit number 2017-047. However, the application is considered incomplete. A review of the submitted information has generated the following questions or comments. These are only preliminary comments and do not constitute an exhaustive set of plan redlines. Additional comments will be generated with complete submittal. Many of the items listed below will need to be addressed before a recommendation can be made to the RPBCWD Board of Managers. The application will be considered incomplete until the following information is received: 1. Stormwater management model and report consistent with Rule J, subsections 4.1 and 4.3 including electronic versions of the models used. 2. Because the property is immediately adjacent to a wetland, riparian to Bluff Creek, the proposed subdivision will trigger Rule D — Wetland and Creek Buffers. Information must be submitted as stipulated in Rule D, §7 Because the project involves work below the 100 -year flood elevation of a waterbody (floodplain wetland of Bluff Creek), the project must conform to the requirements in the RPBCWD Floodplain Management and Drainage Alterations rule (Rule B, Subsection 2.1). To conform to the RPBCWD Rule B the following revisions are needed: B1. It appears that, at a minimum, work will occur below the floodplain (956.13) for the proposed flared end section. Please continue existing ground elevation in profile view on sheet 4 of 11. Placement of fill below the 100 -year flood elevation is prohibited unless fully compensatory storage at the same elevation (+/- 1 foot) is provided. Please provide a table listing the cut and fill at 1 foot intervals below the floodplain elevation. B2. The following note must be added to the plans: Activities must be conducted so as to minimize the potential transfer of aquatic invasive species (e.g., zebra mussels, Eurasian watermilfoil, etc.) to the maximum extent possible. Because the project will involve 5.74 acres of land -disturbing activity, the project must conform to the requirements in the RPBCWD Erosion and Sediment Control rule (Rule C, Subsection 2.1). To conform to the RPBCWD Rule C the following revisions are needed: C1. The erosion control plan must include the "Standard Erosion Control and Aquatic Invasive Species Notes" which can be found on the permit page on the District's website. http://www.rpbcwd.org/permits/ Because the project creates 10 lots (not including outlots) and disturbs greater than 5,000 square feet of land, the project must conform to RPBCWD's stormwater management rule as described in Rule J, Subsection 2. To conform to the RPBCWD Rule J the following revisions are needed: J1. Please provide all supporting materials as required by Rule J, Section 4 including electronic copies of the models used for design. J2. Please provide geotechnical study for the subject property. J3. The project must meet the criteria listed in Rule J, subsection 3.1. J4. 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/) Review of the additional materials may result in additional comments that will need to be addressed prior to issuing a permit. We will do everything we can to ensure that we move you through the permitting process as quickly as possible. Please contact me (952.807.6885) or Scott Sobiech (cc'd on this e-mail, 952-832-2755) with any questions or concerns. Thank you, CITY OF CHANHASSEN AFFIDAVIT OF MAILING NOTICE STATE OF MINNESOTA) ) ss. COUNTY OF CARVER ) I, Kim T. Meuwissen, being first duly sworn, on oath deposes that she is and was on July 6, 2017 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 rezoning from Agricultural Estate (A2) to Residential Low and Medium Density District (RLM); Conditional Use Permit for development within the Bluff Creek Corridor, and a Preliminary Plat for 10 single family lots creating 9 new homes and one existing home to remain with 6 outlots, with a variance, 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. Kim T Subscribed and sworn to before me this l-- day of ')LtL4 52017. / Notary Public `7—T vissen, Deputy JENNIFER ANN POTTER Notary Public -Minnesota W Gmrr *Wm ExplrN ,wi 91, 20¢0 ALLAN D & ELIZABETH D REDING ANNE E MARCOTTE REV INTER TRUST BLAKE M & TAMI C GOTTSCHALK BRIAN M LARAMY 17457 BENT BOW TRL 7240 GALPIN BLVD 2197 MAJESTIC WAY 7471 TULIP CT CHANHASSEN EXCELSIOR CHANHASSEN CHANHASSEN MN 55317-6400 MN 55331-8058 MN 55317-9355 MN 55317-9330 CHAD A & AMY E HAMANN 7638 RIDGEVIEW WAY CHANHASSEN MN 55317-4507 CHANHASSEN INVESTMENT LLC 52515TH AVE S HOPKINS MN 55343-7826 CHARLES CHUVA PO BOX 984 CHANHASSEN MN 55317-0984 CUI SUN 2187 BRINKER ST CHANHASSEN MN 55317-9361 DAKE N & DEIRDRA CHATFIELD 2200 MAJESTIC WAY CHANHASSEN MN 55317-9354 DANIEL R & LATASHA R SLINDEN 7509 TULIP CT CHANHASSEN MN 55317-9330 DAVID A & CINDA M JENSEN 2173 BRINKER ST CHANHASSEN MN 55317-9361 DAVID A STOCKDALE 7210 GALPIN BLVD EXCELSIOR MN 55331-8058 DAVID J WINDSCHITL 7620 RIDGEVIEW WAY CHANHASSEN MN 55317-4507 DAVID K & CHRISTINA J STREETER 7598 PRAIRIE FLOWER BLVD CHANHASSEN MN 55317-9398 DAVID K WEIBY 2149 MAJESTIC WAY CHANHASSEN MN 55317-9355 DAVID KOELLN 2133 MAJESTIC WAY CHANHASSEN MN 55317-9355 DAVID W & LORI E MOSER 7632 RIDGEVIEW WAY CHANHASSEN MN 55317-4507 DWAYNE A STRAND 2145 BRINKER ST CHANHASSEN MN 55317-9361 ECE I LLC 909 WALNUT STE 200 KANSAS CITY MO 64106-2003 GARY BURGER JR 7620 WINDSOR CT CHANHASSEN MN 55317-2306 GONYEA HOMES INC 1000 BOONE AVE # 400 GOLDEN VALLEY MN 55427-4473 HAO LI 7473 BENT BOW TRL CHANHASSEN MN 55317-6400 JAMES P & MITRA L CALLAGHAN 2369 FAWN HILL CT CHANHASSEN MN 55317-8437 JASON A KREBS & JULIANN E ROBEY REV TRUS 2338 FAWN HILL CT CHANHASSEN MN 55317-8437 JEFFREY D HAGEN 2319 FAWN HILL CT CHANHASSEN MN 55317-8437 JEFFREY M & TIFFANY M WEYANDT 7626 RIDGEVIEW WAY CHANHASSEN MN 55317-4507 JOCELYN J O'BRIEN 2198 BRINKER ST CHANHASSEN MN 55317-9359 JOEL W ROBERTSON 7596 WALNUT CURV CHANHASSEN MN 55317-9393 JOHN E & KRISTIN M NYSTUL 7509 BENT BOW TRL CHANHASSEN MN 55317-6401 JON D & LAURA A TRANTHAM 7465 FAWN HILL RD CHANHASSEN MN 55317-8430 JOSEPH W SILBERNAGEL 7492 BENT BOW TRL CHANHASSEN MN 55317-6400 JULIE MARTIN BREW TRUST 7435 FAWN HILL RD CHANHASSEN MN 55317-8430 JUSTIN & ALLISON NEWMAN 7606 WALNUT CURV CHANHASSEN MN 55317-9397 JUSTIN T MCMAHON 123SO FAWN HILL CT CHANHASSEN MN 55317-8437 KENNETH LEER 2181 MAJESTIC WAY CHANHASSEN MN 55317-9355 KHAI & HEATHER TRAN 7474 MOCCASIN TRL CHANHASSEN MN 55317-7552 KODEY S SIMON 7602 WALNUT CURV CHANHASSEN MN 55317-9397 KYLE A & LEAH C PLATH 7604 WALNUT CURV CHANHASSEN MN 55317-9397 MARK & ANN M STRUTHERS 7600 WALNUT CURV CHANHASSEN MN 55317-9397 MARK A & SARAH L PLETTS 7517 BENT BOW TRL CHANHASSEN MN 55317-6401 MARK C LAMPAT 7447 FAWN HILL RD CHANHASSEN MN 55317-8430 MARK J & KRISTIN F E SPANGRUD 7487 BENT BOW TRL CHANHASSEN MN 55317-6400 MARK SEEFELDT 7470 TULIP CT CHANHASSEN MN 55317-9330 MICHAEL & OLGA CARUSO 2331 FAWN HILL CT CHANHASSEN MN 55317-8437 MICHAEL G & DIANN M TAYLOR 7516 BENT BOW TRL CHANHASSEN MN 55317-6401 MICHAEL G & MAUREEN HARLANDER 7442 FAWN HILL RD CHANHASSEN MN 55317-8430 MICHAEL L AKER 2131 BRINKER ST CHANHASSEN MN 55317-9361 MICHAEL W & DEBRA M BENKOVICH 2362 FAWN HILL CT CHANHASSEN MN 55317-8437 NEAL R & NANCY J SIMON 7490 MOCCASIN TRL CHANHASSEN MN 55317-7552 NEIL REIERSON 7540 FAWN HILL RD CHANHASSEN MN 55317-8420 OMAR E TAHA 7508 TULIP CT CHANHASSEN MN 55317-9330 PAUL A SJOGREN 7490 TULIP CT CHANHASSEN MN 55317-9330 PAUL D JOHNSON 2174 MAJESTIC WAY CHANHASSEN MN 55317-9353 PAUL J DONNAY THREE LLC 9705 63RD AVE N MAPLE GROVE MN 55369-6252 PERRY FERRIS 7565 FAWN HILL RD CHANHASSEN MN 55317-8420 PETER M & DENISE E WESTERHAUS 7420 FAWN HILL RD CHANHASSEN MN 55317-8430 RICHARD A GLOVER 2357 FAWN HILL CT CHANHASSEN MN 55317-8437 ROBERT A NESSA 7592 WALNUT CURV N CHANHASSEN MN 55317-9393 ROBERT C & ELIZABETH J SPONSEL 21510TH AVE S UNIT 814 MINNEAPOLIS MN 55415-2108 ROGER J & SALLY A HAMM 2180 BRINKER ST CHANHASSEN MN 55317-9359 STEVEN J & JANICE K VREEMAN 7601 WALNUT CURV CHANHASSEN MN 55317-9395 STEVEN J & NADIA M JANSON 2199 BRINKER ST CHANHASSEN MN 55317-9361 STEVEN L & CINDY M BRODIGAN 2159 BRINKER ST CHANHASSEN MN 55317-9361 STEVEN M & NANCY P HANOUSEK 7501 BENT BOW TRL CHANHASSEN MN 55317-6401 STEVEN M & SUSAN M COHOON 7525 BENT BOW TRL CHANHASSEN MN 55317-6401 STUART REID 7423 FAWN HILL RD CHANHASSEN MN 55317-8430 THEODORE A & ANGELA M ELLEFSON 17609 WALNUT CURV CHANHASSEN MN 55317-9395 TIMOTHY F PAINE 2345 FAWN HILL CT CHANHASSEN MN 55317-8437 WADE G SWENSON 7600 FAWN HILL RD CHANHASSEN MN 55317-2700 WALNUT GROVE VILLAS ASSN 1801 AMERICAN BLVD E # 21 BLOOMINGTON MN 55425-1230 WILLIAM H THOMPSON 7491 TULIP CT CHANHASSEN MN 55317-9330 WILLIAM K & KRISTINE GUGGEMOS 2165 MAJESTIC WAY CHANHASSEN MN 55317-9355 Notice of Public Hearing Chanhassen Planning Commission Meeting Date & Time: Tuesday, July 18, 2017 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 rezoning from Agricultural Estate (A2) to Residential Low and Medium Density District (RLM); Conditional Use Permit for Proposal: development within the Bluff Creek Corridor, and a Preliminary Plat for 10 single family lots creating 9 new homes and one existing home to remain with 6 outlots, with a variance. Applicant: HP Holdings, LLC Property 7240 Galpin 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/2017-15. If you wish to talk to someone about this project, please contact Bob Generous by Questions & email at bgenerous cDci.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. NEW! Sign up to receive email and/or text notifications when meeting agendas, packets, minutes and videos are uploaded to the city's website. Go to www.ci.chanhassen,mn.us/notifyme to sign up! City Review Procedure: • Subdivisions, Planned Unit Developments, Site Plan Reviews. Conditional and Interim Uses. Welland Alterations, Rezonings. Comprehensive Plan Amendments and Code Amendments require a public hearing before the Planning Commission. City ordinances require all property within 500 feet of the subject site to be notified of the application in writing. Any interested party is invited to attend the meeting. • Staff prepares a report on the subject application that includes all pertinent information and a recommendation. These reports are available by request. At the Planning Commission meeting, staff will give a verbal overview of the report and a recommendation. The item will be opened for the public to speak about the proposal as a part of the hearing process. The Commission will close the public hearing and discuss the item and make a recommendation to the City Council. The City Council may reverse, affirm or modify wholly or partly the Planning Commission's recommendation. Rezonings, land use and code amendments take a simple majority vole of the City Council except rezonings and land use amendments from residential to commerciallmdustnal. • Minnesota State Statute 519.99 requires all applications to be processed within 60 days unless the applicant waives this standard. Some applications due to their complexity may take several months to complete. Any person wishing to follow an item through the process should check with the Planning Department regarding its status and scheduling for the City Council meeting. • A neighborhood spokesperson/representative is encouraged to provide a contact for the city. Often developers are encouraged to meet with the neighborhood regarding their proposal. Staff is also available to review the project with any interested person(s). • Because the Planning Commission holds the public hearing, the City Council does not. Minutes are taken and any correspondence regarding the application will be included in the report to the City Council, If you wish to have 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, February 21, 2017 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 rezoning from Agricultural Estate (A2) to Residential Low and Medium Density District (RLM); Conditional Use Permit for Proposal: development within the Bluff Creek Corridor, and a Preliminary Plat for 10 single family lots creating 9 new homes and one existing home to remain with 6 outlots, with a variance. Applicant: HP Holdings, LLC Property 7240 Galpin 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/2017-15. If you wish to talk to someone about this project, please contact Bob Generous by email at bgenerous(aD-ci.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. NEW! Sign up to receive email and/or text notifications when meeting agendas, packets, minutes and videos are uploaded to the city's website. Go to www.ci.chanhassen.mn.us/notifyme to sign up! City Review Procedure: • Subdivisions. Planned Unit Developments, Site Plan Reviews, Conditional and Interim Uses, Wetland Alterations, Rezonings, Comprehensive Plan Amendments and Code Amendments require a public hearing before the Planning Commission. City ordinances require all property within 500 feet of the subject site to be notified of the application in writing. Any interested party is invited to attend the meeting. • Staff prepares a report on the subject application that includes all pertinent information and a recommendation. These reports are available by request. At the Planning Commission meeting, staff will give a verbal overview of the report and a recommendation. The item will be opened for the public to speak about the proposal as a part of the hearing process. The Commission will close the public hearing and discuss the item and make a recommendation to the City Council, The City Council may reverse. affirm or modify wholly or partly the Planning Commission's recommendation. Rezonings, land use and code amendments take a simple majority vote of the City Council except rezonings and land use amendments from residential to commercial/industrial. • Minnesota State Statute 519.99 requires all applications to be processed within 60 days unless the applicant waives this standard. Some applications due to their complexity may take several months to complete. Any person wishing to follow an item through the process should check with the Planning Department regarding its status and scheduling for the City Council meeting. • A neighborhood spokespersonirepresentative is encouraged to provide a contact for the city. Often developers are encouraged to meet with the neighborhood regarding their proposal. Staff is also available to review the project with any interested person(s). • Because the Planning Commission holds the public hearing. the City Council does not. Minutes are taken and any correspondence regarding the application will be included in the report to the City Council. If you wish to have something to be included in the report, L—jale.s. contact the Planning Staff person named on the notification. 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 Fawn Hill residential development project to develop within the Bluff Creek Overlay District. 2. Proverty. The permit is for the following -described property located at 7240 Galpin Boulevard ("subject property") in the City of Chanhassen, Carver County, Minnesota: All Lots, Blocks and Oudots of Fawn Hill, Carver County, Minnesota 3. Conditions. The permit is issued subject to the following conditions: a. Outlot A, encompassing the large wetland area, shall be dedicated to the City. b. The developer shall install signage at lot lines corner and at the change in angle along the west portion of Lots 2, 3 and 4, Block 1 to demarcate the Bluff Creek Primary Zone. 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. 5. Lapse. If within one year of the issuance of this permit the authorized construction has not been substantially completed or the use commenced, this permit shall lapse, unless an extension is granted in accordance with the Chanhassen Zoning Ordinance. 6. Criminal Penalty. Violation of the terms of this conditional use permit is a criminal misdemeanor. Dated: August 14, 2017 (SEAL) STATE OF MINNESOTA ( ss COUNTY OF CARVER CITY OF CHANHASSEN IM Denny Laufenburger, Mayor Todd Gerhardt, City Manager The foregoing instrument was acknowledged before me this day of , 2017, 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 2 Notary Public CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA ORDINANCE NO. AN ORDINANCE AMENDING CHAPTER 20 OF THE CHANHASSEN CITY CODE, THE CITY'S ZONING ORDINANCE, BY REZONING CERTAIN PROPERTY THE CITY COUNCIL OF THE CITY OF CHANHASSEN ORDAINS: Section 1. Chapter 20 of the Chanhassen City Code, the City's zoning ordinance, is hereby amended by rezoning from Agricultural Estate (A-2) to Residential -Low & Medium Density (RLM), for property within the Fawn Hill development, with the following legal description: Lots 1 through 4, Block 1, Lots 1 through 6, Block 2, Fawn Hill, Carver County, Minnesota. Section 2. The zoning map of the City of Chanhassen shall not be republished to show the aforesaid zoning, but the Clerk shall appropriately mark the zoning map on file in the Clerk's Office for the purpose of indicating the rezoning hereinabove provided for in this ordinance, and all of the notations, references, and other information shown thereon are hereby incorporated by reference and made a part of this ordinance. Section 3. This ordinance shall be effective immediately upon its passage and publication. PASSED AND ADOPTED this 10 day of August, 2017, by the City Council of the City of Chanhassen, Minnesota Todd Gerhardt, City Manager Denny Laufenburger, Mayor (Published in the Chanhassen Villager on CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA FINDINGS OF FACT AND RECOMMENDATION IN RE: Application of HP Holdings, LLC, Chanhassen Investments, LLC and Anne E. Marcotte — Planning Case No. 2017-15, Fawn Hill. Request for a Rezoning of property zoned Agricultural Estate District (A-2) to Residential Low and Medium Density District (RLM); a Conditional Use Permit for development within the Bluff Creek Corridor; and Preliminary Plat creating 10 lots, 6 outlots and right of way for public streets (19.645 acres) with a Variances for a double fronted lot and street grades in excess of seven percent located at 7240 Galpin Boulevard. On July 18, the Chanhassen Planning Commission met at its regularly scheduled meeting to consider the application of HP Holdings, LLC, Chanhassen Investments, LLC and Anne E. Marcotte for a single-family residential development. The Planning Commission conducted a public hearing on the proposed development preceded by published and mailed notice. The Planning Commission heard testimony from all interested persons wishing to speak and now makes the following: FINDINGS OF FACT 1. The property is currently zoned Agricultural Estate District (A-2). 2. The property is guided in the Land Use Plan for Residential — Low Density uses. 3. The legal description of the property is shown on the attached Exhibit A. 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 including land use guide of Residential Low -Density. b. The proposed zoning is or will be compatible with the present and future land uses of the area. c. The proposed zoning conforms with all performance standards contained in the Zoning Ordinance. d. The proposed zoning will not tend to or actually depreciate the area in which it is proposed, because it will maintain the development patterns in the area. There will not be any physical changes to the property required. e. The proposed zoning can be accommodated with existing public services and will not overburden the city's service capacity, subject to their availability. f. Traffic generation by the proposed zoning is within capabilities of streets serving the property. 5. SUBDIVISION FINDINGS a. The proposed subdivision is consistent with the zoning ordinance and meets all the requirements of the "RLM" Residential Low Medium Density District. 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 this chapter; e. The proposed subdivision will not cause significant environmental damage subject to compliance with conditions of approval; The proposed subdivision will not conflict with easements of record, but rather will expand and provide all necessary easements. 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. VARIANCE FINDINGS WITH A SUBDIVISION. a. The hardship is not a mere inconvenience by providing reasonable access to the existing Fawn Hill Road to the north and retains the existing house on the property 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 and Bluff Creek; 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; Pa 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 potentially significant impacts on the site. 7. 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 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 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 developer shall preserve the Bluff Creek primary zone. d. The proposed development will not be hazardous or disturbing to existing or planned neighboring uses. The Bluff Creek primary zone shall be preserved as permanent open space. 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 developer shall preserve 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 the Bluff Creek primary zone as permanent open space. 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, rodents, or trash. The developer shall preserve 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. The developer shall preserve the Bluff Creek primary zone as permanent open space. 3 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 the Bluff Creek primary zone as permanent open space. j. The proposed development will be aesthetically compatible with the area. The developer shall preserve the Bluff Creek primary zone as permanent open space. k. The proposed development will not depreciate surrounding property values. The developer shall preserve 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, V, VI and XXI of the Chanhassen City Code. The developer shall preserve the Bluff Creek primary zone as pennanent open space as required by city code. 8. The planning report #2017-15 dated July 18, 2017, prepared by Robert Generous, et al, is incorporated herein. RECOMMENDATION The Planning Commission recommends that the City Council approve the proposed development including rezoning of the property from Agricultural Estate (A-2) to Residential -Low & Medium Density (RLM); a Conditional Use Permit to permit development within the Bluff Creek Corridor; and Preliminary Plat approval for 10 lots, 2 outlots and public right of way with Variances for a double fronted lot and street grades in excess of seven percent for a single-family detached subdivision. ADOPTED by the Chanhassen Planning Commission this 18th day of July, 2017. CHANHASSEN PLANNING COMMISSION B Its Chairman 4 EXHIBIT A Legal Description: That part of the Northwest Quarter of the Southwest Quarter of Section 10, Township 116, Range 23, Carver County, Minnesota described as follows: Commencing at the West Quarter corner of said section 10; thence on an assumed bearing of South 1 degree 56 minutes 40 seconds East along the West line of said Southwest Quarter, a distance of 1213.40 feet; thence North 88 degrees 03 minutes 20 seconds East, a distance of 464.93 feet; thence North 1 degree 56 minutes 40 seconds West on a line parallel to said west line of the Southwest Quarter, a distance of 289.19 feet; to the point of beginning of the tract to be described; thence continuing North 1 degree 56 minutes 40 seconds West on a line parallel to said west line of the Southwest Quarter, a distance of 272.96 feet; thence North 88 degrees 03 minutes 20 seconds East, a distance of 818.71 feet; thence South 6 degrees 43 minutes 00 seconds West a distance of 276.11 feet; thence South 88 degrees 03 minutes 20 seconds West, a distance of 777.13 feet to the point of beginning. And That part of the Northwest Quarter of the Southwest Quarter of Section 10, Township 116, Range 23, Carver County, Minnesota described as follows: Commencing at the West Quarter comer of said Section 10; thence on an assumed bearing of South 1 degree 56 minutes 40 seconds East along the West line of said Southwest Quarter, a distance of 651.25 feet to the point of beginning of the tract to be described; thence continuing South 1 degree 56 minutes 40 seconds East along said West line of the Southwest Quarter, a distance of 562.12 feet to a point 1,213.40 feet distant from said West Quarter corner of Section 10; thence 88 degrees 03 minutes 20 seconds East, a distance of 464.93 feet; thence North 1 degree 56 minutes 40 seconds West on a line parallel to said West line of the Southwest Quarter, a distance 562.15 feet; thence South 88 degrees 03 minutes 20 seconds West, a distance of 464.93 feet to the point of beginning. And Outlot B, C and D, VISTAS AT BENTZ FARMS, according to the recorded plat thereof, Carver County, Minnesota. 5 CHANHASSEN PLANNING COMMISSION REGULAR MEETING JULY 18, 2017 Chairman Aller called the meeting to order at 7:00 p.m. MEMBERS PRESENT: Andrew Aller, Mark Undestad, Steve Weick, Nancy Madsen, John Tietz, and Mark Randall MEMBERS ABSENT: Maryam Yusuf STAFF PRESENT: Kate Aanenson, Community Development Director; Bob Generous, Senior Planner; Alyson Fauske, Assistant City Engineer; and Stephanie Smith, Project Engineer PUBLIC PRESENT: Tom Bakritges, Homestead Partners Miron Marcotte Maryanne and Gary Halama 6035 Culligan Way 7240 Galpin Boulevard, Excelsior 670 Creekwood Street, Chaska PUBLIC HEARING:, FAWN HILL- REQUEST FOR REZONING FROM AGRICULTURAL ESTATE (A2) TO RESIDENTIAL LOW AND MEDIUM DENSITY DISTRICT (RLM); CONDITIONAL USE PERMIT FOR DEVELOPMENT WITHIN THE BLUFF CREEK CORRIDOR, AND A PRELIMINARY PLAT FOR 10 SINGLE FAMIY LOTS CREATING 9 NEW HOMES AND ONE EXISTING HOME TO REMAIN WITH 6 OUTLOTS WITH A VARIANCE, FOR PROPERTY LOCATED AT 7240 GALPIN BOULEVARD. APPLICANT: HP HOLDINGS. LLC. OWNER: ANNE MARCOTTE. Generous: Thank you Chairman Aller, commissioners. Planning Case 2017-15 is a Fawn Hill subdivision. As you stated it's a conditional use permit for development within the Bluff Creek corridor. Rezoning of the property and preliminary plat with variances. The applicant is HP Holdings LLC and Chanhassen Investments LLC and the owner is Anne Marcotte. Again this is the public hearing for this proposed development. It goes to City Council on August 14''. The property is located at 7240 Galpin Boulevard. This area is guided in our Comprehensive Plan for residential low density uses which permits densities of 1.2 to 4 units per acre. Current zoning of the property is Agricultural Estate District (A2). That zoning is inconsistent with the land use designation. However we didn't make people upzone until development came in so this is the appropriate time for that. To the north of this is a subdivision that was approved many years ago. Fawn Hill Road was stubbed to this property and stopped. Sewer was, water extended to the end of that road. Two years ago in 2014 the Vistas at Bluff Creek, the development to the south of this was approved and it was constructed in 2015. It extended the sewer line to the south edge of this property as well as a water line. With the Vistas at Bluff Creek the development was zoned SCANNED Chanhassen Planning Commission — July 18, 2017 Residential Low and Medium Density which is the zoning that they're requesting as part of that. As part of that plat they originally showed a preliminary, a ghost plat for this area of how it potentially could be developed. Again the rezoning is from Agricultural Estate District to Residential Low and Medium Density. It's a conditional use permit for development in the Bluff Creek corridor and preliminary plat approval with a variance for a double fronting lots. The existing home site will be on 2 local streets which is a variance from our requirements as well as for a street grade in excess of 7 percent and this is just for the northern connection where Fawn Hill ends on the north side. It exceeds, it's at 10 percent right now and we need to match into that when we get there so. Rezoning from Agricultural Estate to Residential Low and Medium density. As part of the land use for residential low density permits up to there's 4 different zoning categories that could be appropriate for this. They're requesting the RLM zoning which is consistent with the zoning to the south. As part of that, the intent of that is to preserve large areas of upland will be preserved or created as permanent open space and the western portion of this site used to be some pasture land that is a perfect area to preserve and it's consistent with other types of development. Staff is recommending approval of the rezoning as part of this project. Conditional use permit is for any development within the Bluff Creek Overlay District corridor must receive a conditional use permit. The basic standards are that you have to maintain a 40 foot structure setback from the primary zone boundary with the first 20 feet being a buffer. And the second thing is that you preserve the Bluff Creek corridor. As part of this development Outlot E represents the Bluff Creek primary zone and that land will be dedicated to the City as part of the subdivision process. Again staff is recommending approval of the conditional use permit subject to those conditions as well as some signage within the corridor. The proposed subdivision creates 10 lots and 6 outlots. One of those lots contains the existing house on the site and that's on Lot 3, Block 2. The rest of them would be for new development. As part of this project they will be dedicating the public right-of-way for Fawn Hill Road, that connection of the two roads that are in place as well as Galpin Boulevard. They're going to dedicate the 50 foot right-of-way which would be the other half of the right-of-way within that corridor. Galpin Boulevard in this area is a county road. All the proposed lots exceed the minimum requirement under the RLM district. Additionally only one of the lots would be less than what would be required if this was zoned single family residential. However this type of zoning allows a more intensive use of the individual lot. We allow up to 35 percent lot coverage. However it has a common open space that's preserved that balances it all out and you still maintain the 25 percent hard cover overall. All the lots comply with the RLM district regulations and staff is recommending approval of that preliminary plat. Grading, drainage and erosion control plans were submitted and reviewed. The one issue that came up during the process is in this southeast corner of the project. There's some drainage issues onto the Vistas at Bentz Farm and there's a condition in it that the applicant and the engineer work with the City to resolve that problem. Otherwise grading is fairly standard. We did receive an email comment about the grading along Galpin Boulevard. Removing all the mature trees that are there. Unfortunately because we require them to extend the road and create acceptable building pads and provide positive drainage away from the housing sites, they grade into that area and they'll be removing the trees. However they will be coming back and replacing that as part of a landscaping plan. Storm water improvements. They will be extending the storm water pond that's located to, in the southwest K Chanhassen Planning Commission — July 18, 2017 part of the site. It's actually on the Vistas on Bluff Creek. This is at Bentz Farm. They are meeting the 1.1 inch of infiltration that was required on it, or at least that's what they're specifying and so they comply with all the watershed regulations and City requirements. They will provide storm water connection. There's a pipe that ends here and they'll bring it all the way over to their storm water pond. Again sewer and water were available to this site. They will complete the system, loop system for the water main by connecting it on the north and south side and then the sanitary sewer comes downhill into the existing and end at just the north of Bentz Court. On Friday we did finally receive the landscaping plan. Jill hasn't been available to review this for compliance with our ordinance but we have something now that we can comment on and before we send it to City Council we will determine if it meets our standards. Again this is an area that, this is the area that the trees are coming out. It looks like they're doing a good effort to replace them. Unfortunately they're smaller trees than are there so. Staff is recommending approval. Aanenson: Excuse me Bob, can I just interrupt you? Can you go back and talk about the outlots please? Generous: Oh, yes as part of the subdivision they created these 4 outlots on the west side and this one outlot here in this corner. Outlot F. The 4 on the west side are landlocked and they don't, the City ordinances preclude us from approving that. We have recommended that they either be attached to Lots 1, or 3 and 4 of Block 1 and they, so run this common lot line all the way down and they'd end on this end. Or come up with, they'd like to sell them to the neighboring properties to the north but we need to have some type of agreement in place or resolution to show that they're not going to be landlocked properties. This is a condition of approval. We say that we will not go to final plat approval until that's resolved. Outlot F is a remnant piece. We don't permit that either so we recommend that that either be attached to Lot 6 or again they come up with the agreement with the Lot 4, Block 2 in the Vistas at Bentz Farm development. And again that's one of the conditions of approval for the preliminary plat that's in the staff report. So again, so we're recommending approval of the rezoning to Residential Low and Medium Density, the Conditional Use Permit for development within the Bluff Creek corridor and preliminary plat approval with the variance for the double fronting lot for the existing home site and for street grade in excess of 7 percent subject to the conditions in the staff report and adoption of the Findings of Fact and Recommendation. With that I'd be happy to answer any questions. Aller: Does anybody have any questions at this point in time of staff? Commissioner Weick. Weick: Two questions. One, it looked like you had talked about the existing home having a double access but is the intention to connect that existing home to the Bentz Court and not have it connect to Galpin? Generous: Correct. We're going to remove the access directly onto Galpin as part of the subdivision. 3 Chanhassen Planning Commission — July 18, 2017 Weick: Okay. Generous: They would have one driveway which is permitted by our code. They cannot connect to Fawn Hill Road unless they got rid of the other driveway or came in for a variance. Weick: Oh, oh, that's what that point is. Okay. And then. Oh, go ahead. Generous: As part of the ghost plat they actually looked at creating two lots on the house site and so if the house had gone away then they could have had frontage on both streets and no variance. Weick: Okay. And then when you showed the landscape were all those circles, are those new trees? Generous: Those were all new trees or shrubs or evergreens, yes. Weick: Okay. And that would, just at first count does that cover? I know there was kind of a shortage. Generous: I believe there was 81 that were required as part of the development and that's quite a few. Weick: Yeah, okay. Those were all my questions. Thank you. Tietz: Mr. Chairman? Aller: That number of trees that are required, they're still part of the conditions? Generous: Yes. Aller: So even though it's not shown on anything that's before us tonight that would be a condition to be verified prior to. Generous: It going to. Aller: It moving forward. Generous: That's correct. Aller: Commissioner Tietz. 4 Chanhassen Planning Commission — July 18, 2017 Tietz: Yeah Bob, regarding the drainage plan along Galpin and it's unfortunate that all of those pin oaks, that's really a nice grove of pin oak. There's I think 3 rows of pin oak that are probably 12 to 16 inches in diameter and they're absolutely spectacular in the fall. There's no way of getting that would save some of the replanting along there. There's no way to make a drainage plan work with at least saving a row closest to the right-of-way? And you don't have to answer that. I'm sure if you've worked on it but if there's further consideration of that it would be worth looking into because I hate to see 2 or 3 inch trees planted when we've got 16 inches that are being cut out and they're just magnificent. Fauske: Commissioner Tietz we certainly can continue working with the developer and their engineer to see if there's some accommodations that could be met to meet both the drainage and try to save some of those trees. We can continue working on that. Tietz: Okay. Follow up question is on the drainage in that area and then out to the wetland. With the Bentz Farm project, that was a significant corner problem and Bob you mentioned that. I know even after construction that was reworked a couple times. I don't know if the problem is solved yet but if we're going to add more lots in that area I think it will be beneficial to the homeowner who buys one of those lots that this issue be satisfactorily resolved through engineering and not just yeah, we can make it work. Fauske: That's certainly we'll continue to work with the developer's engineer on that. Tietz: Yeah that's a real problem corner. There's a lot of drainage that comes across from, on the east side of Galpin and when we get a 2 or 3 inch rain it just comes roaring through there so that lot, that last lot in Bentz Farms has been prior to construction it's been under water as recently as last fall. Fauske: And the developer's engineer, if available this evening could perhaps better address but as Bob's showing here on this slide they do show picking up some of that drainage so that it would be in a piped system versus over land so that will hopefully mitigate a lot of the. Tietz: And then it should have volume capacity to handle whatever comes through there. Okay thanks. Fauske: Thank you. Aller: Any additional questions at this time for staff? Seeing none if the applicant would like to come forward and make a presentation that would be great. If you could state your name and address and representational capacity. Tom Bakritges: Good evening Mr. Chair, members of the commission, members of the audience and staff. My name is Tom Bakritges with Homestead Partners, JMS Custom Homes. I'm the Land Director for the company. Also in the audience I have Bob Molstad who is our project 5 Chanhassen Planning Commission — July 18, 2017 engineer and also principle of Sathre-Berquist. It's been great working with staff on this project. It's been unique in a sense that it's interesting that we're back here again. I wasn't here 20 some years ago to the north but the owners of JMS Custom Homes developed the neighborhood to the north, Forest Meadows and then they're the same developers who did Vistas at Bentz Farms to the south so the line inbetween we are finishing it off now so that's an important thing to realize. As we go through here I just wanted to make sure that you understand that when we're looking at this rezoning this plat does exceed the minimum density by 120 percent. There's a lot of acreage that we're actually dedicating to the City and to the County for the road so just want to make sure that of the 11.64 acres, half of that's being dedicated to the entities. There are some things that we want to still work with staff on the plans and that we will do but what one of the things that we do need to discuss, and we'd like to have some opportunity to talk further with staff and yourselves and with the council is the timing aspect and I don't know if the camera's on this right now but the timing aspect of the outlots. And we believe even though this is upland we know that nothing's going to be actually developed in those areas. However we believe there's value to the adjacent homeowners to the north of Outlot A. To the north of Outlot B. Possibly to the north of Outlot C or it goes to Lot 4 or Outlot D goes to Lot 3. There's 6 or 7 different scenarios here that we can work on that we just need some market time. To have it resolved by the council meeting I'm not saying it's going to be difficult. It's going to be a challenge but to have letters of intent or some documents of contracts might be difficult. I do know there are some members of the audience that I spoke to Tim today, Hane on some interest of Outlot B and there's others that have some interest there but what we're looking for is maybe an opportunity as that we hold back on Lot 4 and don't build on Lot 4 until we have these agreements in place. That's just one opportunity so we want to look at some options where give us some time to work with the adjacent landowners. We'll hold back a lot or two until we have some agreements with those, if they're interested. If not then we would work with the consumers of potentially Lot 4 and 3 to extend the lot line. 'Ale could extend the lot lines now. Work with the homeowners to the north to do an administrative lot split in the future. That's always an opportunity but I'd like to try to do something ahead of time so we just need some time to work with staff and with council on that issue. It's not really an issue. It's just a timing aspect of the market. Aanenson: Can I just get clarification from the council. I think what we put in there is time of final plat. If we don't have those encumbered they become land locked. It's against the city ordinance so if we show something and there's an intent to buy and the buyer backs out, we've got a land locked piece of property. If you look at the grades there it's, for us there's no park value because we can't get to it and the like. It's very steep so we're just saying that we need to see a good faith effort of how that's going to be accommodated and final plat's different than getting preliminary plat so that still gives you some time before final plat so we just want to make sure that it's more than just an intent to buy and then the buyer backs out because our city ordinance doesn't allow a land locked piece of property. So I understand their desire to try to sell those properties to adjoining properties. They may or may not be interested or change their mind and it's just, it's not a good situation for both parties so we're just hoping that we can get that figured out before we get to final plat. n Chanhassen Planning Commission — July 18, 2017 Tom Bakritges: Yeah and our goal, just to let you know our timing is because now we're looking at the middle of July and our desire, if we can meet the scheduling with the staff to have the preliminary and final presented both on August 14"'. I'm not saying that's going to happen but that is the goal we want to do because we'd like to try to start some time in September and have development done by the end of October. We do really want to connect the road to the, Fawn Hill to the north and Fawn Hill to the south and get Bentz Court completed. That's what we'd like to do. That is, it's an aggressive goal but that's where the timing is right now in part of the season. Primarily those were, first I want to apologize that we did not submit a landscaping plan but we do have a landscape plan now that has all 81 trees that are required for the development. We'll work with staff and see if there's a way we can work on the drainage and save some trees along Galpin but Bob Molstad maybe has an idea or an opportunity to discuss that with you. I think that's primarily what the main topic we had was regarding the outlots. Just giving us some time or some opportunity or something and we can work that out. Thank you for your time. Miron Marcotte is here who we have the underlying contract with and if you have any questions for me I'd be pleased to answer those for you but thank you for your time. Aller: Any questions at this point in time? Commissioner Weick. Weick: Is the, I know you mentioned that you also did the Vistas property as well. Is the intention to continue that design? Tom Bakritges: Yes. Weick: With these homes so there's a consistent kind of look. Tom Bakritges: That is correct. Weick: Okay. Tom Bakritges: But the builder's going to be JMS Custom Homes. We won't sell off the lots. It will be our product. It will be very consistent. Weick: Okay. Great. Aller: So I would just request that we follow up on some of those water issue questions and maybe the engineer can come forward and answer those. Tom Bakritges: Sure, absolutely. Aller: That would be great. Bob Molstad: Good evening, I'm Bob Molstad with Sathre-Berquist. We have looked at that drainage. I know that is an issue coming down Galpin. We added a catch basin in the ditch there K Chanhassen Planning Commission — July 18, 2017 and that will be hard piped so that should alleviate the water running down onto the Vistas lot. Also that Vistas' lot was held down for the home that's being built there so I mean that increased the problem last year because it was 3 foot lower than what the finished grade will be this year. We've looked at that and we've made some revisions to it. Haven't resubmitted that to the City yet but those will be coming in shortly. Aller: Great. Any additional questions at this point in time? Thank you. Okay we'll open up the public hearing portion of this item. At this time anyone that's present would like to speak either for or against the item before us can do so. Please come forward. State your name and address for the record and give us your opinion. Jeff Hagen: Good evening. I'm Jeff Hagen at 2319 Fawn Hill Court. Aller: Welcome. Jeff Hagen: I'm the guy that's got the other white fences that hooks up with Miron's. Pleasure to address the Planning Commission tonight Mr. Chairman and staff. Good to see you Mr. Undestad again. It's been a while since we've seen each other. I think we go back to high school if I remember right. You were one year above me or something, something like that alright. We don't see each other too often but we do know each other. So you know I'm working off of these plans I guess I've got a number of questions but being the homeowner directly to the north of Lot 4, I think the most primary question I've got really is, is that we do have that walking trail just to the east of us and I know at times talking to the City that was always intended to connect up over to the west end and just wondering what the plan is to do with that trail and depending on if that goes you know behind my fences or behind my, or to the south of my property line leads me to additional questions. Any idea on what we're doing with that trail? Generous: We contacted the Parks and Rec Director and they have no intention of extending it to the west. It was too steep back there for them so. Jeff Hagen: Oh, okay. Generous: It will stop there. We'll have the sidewalk in Fawn Hill Road from the south end but it will stop at the park. Jeff Hagen: Okay, thank you. Well I'm not against the development at all. I mean everybody has the right to develop their property and sell it and of course I've had, oh I don't know 16-17 years something like that of incomparable views. It's been amazing. Thank you for that time and the prior owners of the property because there's nothing better than sitting on my desk looking at those horses in the morning and watching the sum come up and such so I understand that that's going to change and so be it. That's just great. So that leads me to just the normal concerns that I have of course is how do the lot lines match up. You know there's a pretty good 0 Chanhassen Planning Commission — July 18, 2017 grade right there that drops down into the pasture and then it levels off. You know I'm against retaining walls or I don't like retaining walls and that and so my concerns are there and if there's going to be any buffer that you may or may not be putting in on the property line or along my fence line and such and of course I don't remember how close my fence line is to the property line. It was approved by the City of course but I think it's right there and concerns, you know are you going to disrupt it or anything like that you know and any concerns on my fence and those all can be answered tonight or at any time that you'd like to. Aller: Thank you. Jeff Hagen: Thank you. Aller: So hold off of anyone else coming forward and maybe we can get an answer to those questions as we can tonight and if we need to get more information we can do that. Fauske: Chairman Aller, thank you for the opportunity to address that question. As part of the requirements of subdivisions we require all grading to take place on the property. Any proposed grading off the site they would have to get the necessary permissions. In this instance the developer is not proposing to do any grading off site. The grading would cease at their property line and therefore should not have any issues and impact to Mr. Hagen's fence. Aller: Great, thank you. And now any additional individuals in the audience who would like to come forward and speak either for or against the item before us can do so at this time. Welcome sir. If you could state your name and address for the record that'd be great. Tim Hane: Yes Mr. Chairman, members of staff. My name is Tim Hane. I live at 2345 Fawn Hill Court. I'm the property owner immediately north of Outlot B for reference, if that would help. The one question I had was similar to my neighbor Jeff Hagen was around the extension of the property line from, or the trail across down through here. I understand that it is a bit steep but I would disagree with them in that consistent with other trails that already exist off Moccasin and Vasserman Ridge there are rather steep trails in existence already. That one would likely could extend down the street or sidewalk before it connected across possibly between, some sort of easement off Lot 2 on the south side of that. That's something to consider. Something that's to look at if we did indeed want to continue this trail all the way across from the back side of Vasserman and Moccasin back over to this side because there are quite a few people that already use this trail in this direction. Along with that it was more of a question and is that, has there ever been any sort of assessment of the traffic flow that will likely now be altered through that direction and extend through as sort of a shortcut if you will into past Hunter on the north side of Fawn Hill Road. There are a number of small children. Some infants are going to be learning to ride their bikes in the next few years that live right there in addition to some other small children that live close by and we'd want to see some sort of potential speed controls. Speed bump. Something that would at least potentially address that or look into that question. It would certainly ease some of the minds in the neighborhood there. Thank you for your time. 7 Chanhassen Planning Commission — July 18, 2017 Fauske: Thank you Chairman Aller. Aller: Enlighten us. Fauske: Regarding the traffic flow and cut through traffic, this is a local street connection. Staff doesn't anticipate any cut through. As you can see the existing curves of Fawn Hill Road, both north and south, the existing portions have some horizontal curves to them and that's to get the speeds down and discourage cut through traffic and the sort so we don't, specific to the question no we did not analyze for traffic as our experience has been in these situations that we don't typically see any cut through traffic. And again with regards to speeds the street design is for 30 miles an hour. We do have some horizontal curves in there. We do not install speed bumps as a practice here in Chanhassen. We do work with communities if they start to see a speeding issue to get some education component out to the neighborhood. To get that out there so that people are aware of what the speeds are and that's what we would anticipate doing here if a situation arose. Aller: Thank you. Any other individuals wishing to come forward to speak either for or against the item? Seeing no one come forward I'm going to close the public hearing. Open up the discussion amongst commissioners. Any comments, questions, concerns or motions? Commissioner Madsen. Madsen: I'm not sure I heard correctly but I just want to verify. Is the builder of these homes the same builder as the homes to the north and/or the south for the consistency? I thought I heard that was addressed but I didn't quite hear the whole response. Tom Bakritges: Mr. Chair and Commissioner Nancy. JMS Custom Homes has been around for 33 years. Primarily building in the southwest, west suburbs, Edina, etcetera. Our homes are very consistent to the homes that we sold to Paul Donnay. The lots we sold to Paul Donnay and to Gonyea Homes. The builder to the north was also JMS Custom Homes but I wasn't around so I don't know if that was all their product or if they sold some of that off to other builders. But very consistent in the neighborhood. Madsen: Okay, thank you for that clarification. Aller: Thank you. Commissioner Tietz. Tietz: Yeah Kate about those outlots. If they're not sold to adjacent property owners or future property owners could they in fact be, and they would be land locked is it possible that they could then be dedicated to the City just an extension of the other dedicated wetland area? Aanenson: Yeah that was one thing we talked about. The Park Director wasn't interested in pursuing, nor was the City Forester in the fact that it's very, pretty steep and I think that's one of 10 Chanhassen Planning Commission — July 18, 2017 the reasons they looked at the trail. Certainly we can revisit that issue regarding the trail but we would, in speaking with the City Attorney would be very uncomfortable going to final plat without this resolved so I'm not sure how we can get that resolved and say we're going to figure it out and then have land locked pieces of property, because we've had that happen during a period of time when the economy turned and people purchased lots and not attached it and then maybe they lost their home and they had two different PID's and someone tried to buy a lot that there was no access to. It's just not good practice and so we'd have to solve this beforehand. A purchase agreement wouldn't be enough to resolve this situation but we can revisit the park, the trail issue I think but again with the steep slopes if you look at, if you go to that slide and how that it's, I think the City Forester's response would be, it'd be difficult to maintain that part of it so we'd really like it to be in someone else's ownership but we can certainly visit that and take the advice of the council too. Looking for your recommendation and pass that onto the City Council. We've given you our's. Tietz: Okay, thanks Kate. Aller: My understanding is that they're not foreclosed from doing any of the options that were discussed. Aanenson: That's correct. Aller: Based on the timing including just not moving forward if it doesn't work for them. Aanenson: Well but what they're saying is they'd like to do preliminary and final plat at the City Council. Well that, you have to have all those issues resolved because there's no way then to preclude a land lock. If someone in, that lives to the north says I'm not interested in buying it then it just becomes you know by right of use vacant land and then ultimately becomes the City's property so we'd like to have that, the City doesn't have that desire to own it. We should resolve that. If that makes sense. We would get it by default. Aller: Any other questions or comments? Weick: Chairman Aller does that affect any of the decisions that we're making this evening though? Because they have until final plat. Aller: Well and that's what I'm getting to is I wanted to just confirm that they're not precluded by anything we're doing. Weick: Okay. Aanenson: That's correct. 11 Chanhassen Planning Commission — July 18, 2017 Aller: So it's really an applicant that's coming forward to promote their own interests and I'm thinking that it's best to leave them to their own negotiation and devices and decision making as to whether or not it's good for them to hold off on the lots. To transfer property. To pay more. Pay less. Those are things that we probably shouldn't control and especially when we're impacting the decision which would impact other individuals when they come forward later on that we're going to get into the negotiation process for developers on a case by case basis every time somebody comes forward. Instead of saying this issue should be resolved before it comes forward. Weick: Okay. Aller: Any other comments? Other than I think it's a great project. I'd like to see it go forward. I too would love to have seen those, and from what I'm hearing there's still some potential that some of those trees could stick around depending upon the ability to create a situation where that could happen so I'm encouraged by that. I'd also love to see, and it all depends on what can be worked out with the trail that we actually look at, go ahead and take a look at that again but I'll stick with Park and Rec's and their decision on whether or not that's beneficial to continue that trail knowing that in the past it's always been our custom and practice to look to try to connect as many trails as possible for the continuity and flow. Any other comments? Would anybody like to make a motion? Undestad: Sure. Aller: Commissioner Undestad. Undestad: The Chanhassen Planning Commission recommends the City Council approve the RLM rezoning, the Conditional Use Permit and Preliminary Plat approval with a variance for the double fronting lot and the street grade greater than 7 percent, subject to the conditions of approval and adopts the Findings of Fact and Recommendation. Aller: I have a motion. Do I have a second? Madsen: Second. Aller: Having a motion and a second, any further discussion? Undestad moved, Madsen seconded that the Chanhassen Planning Commission recommends the City Council approve rezoning of the property from Agricultural Estate (A2) to Residential -Low and Medium Density (RLM); a Conditional Use Permit to permit development within the Bluff Creek Corridor; and Preliminary Plat approval for 10 lots, 6 outlots and public right-of-way with Variances for a double fronted lot for a single family detached subdivision and a roadway slope in excess of 7 percent, subject to the following conditions, and adopts the Findings of Fact and Recommendation: 12 Chanhassen Planning Commission — July 18, 2017 Conditional Use Permit: 1. Outlot E, encompassing the large wetland area, shall be dedicated to the City. 2. The developer shall install signage at lot lines corner and at the change in angle along the west portion of Lots 2, 3 and 4, Block 1 to demarcate the Bluff Creek Primary Zone. Subdivision with Variances: Building: 1. Provide a 1:200 "clean" plat drawing. 2. Demolition permits required for the removal of any existing structures. 3. Proposed street -name (Fawn Hill Road) is acceptable to the Building Official. 4. Buildings may be required to be designed by an architect and/or engineer as determined by the Building Official. 5. A final grading plan and soils report must be submitted to the Inspections Division before permits can be issued. 6. Retaining walls over four feet high require a permit and must be designed by a professional engineer. 7. Each lot must be provided with separate sewer and water services. 8. The applicant and/or their agent shall meet with the Inspections Division as early as possible to discuss plan review and permit procedures. Engineering: 1. The plat shall be modified to dedicate drainage and utility easements over the pipe from CBMH 2 to CBMH 12 to FES 13 and CBMH 14 to CBMH 7. The easements shall be sized to allow future excavation for a ratio of 1:1 (min) or 1:1.5 (preferred). 2. The developer will work with the city to resolve the drainage at the southeast corner of the proposed development and the northeast corner of Vistas at Bentz Farms. 3. The applicant shall submit a soils report indicating soil conditions, permeability and slope. 4. The benchmark location and elevation used for surveying shall be indicated on the grading plan. 5. Proposed spot elevations shall be shown on the grading plan at the center of the proposed driveway at the curbline and at corners of proposed building pads. 13 Chanhassen Planning Commission — July 18, 2017 6. The plan shall be revised so that Note I O.A on the grading plan reads that disturbed areas will be restored with 6" of topsoil. 7. To provide draintile service where runoff will flow from the back to the front of lots, the plan shall be revised to include draintile between Lots 3 and 4 of Block 2. 8. Lot 4, Block 1 and Lot 4 Block 2 grading plans shall be revised to grade away from the building pads. 9. 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). 10. The applicant shall submit the full SWPPP document to the city for review prior to grading on site. 11. The plans shall identify the areas intended for stockpiling materials on site during construction. 12. The applicant shall meet the minimum requirements for stormwater set forth in City Code §9 -VII and requirements of the Riley -Purgatory -Bluff Creek Watershed District. 13. The applicant must obtain a permit from RPBCWD prior to final plat recording. 14. The SR'MP Fee is $58,915.20. The SWMP Credit given for meeting the 1.1" volume abstraction is $29,457.60. The applicant must still verify that the LI" abstraction is met for the site. The net SViWP Fee due at the time of final plat of is $29,457.60. 15. Both walls shall be moved outside the perimeter drainage and utility easements that will be dedicated with this plat. 16. The existing retaining wall at the temporary turnaround constructed as part of Vistas at Bentz Farms shall be removed. 17. The Fawn Hill plan set proposes a 10.25% slope, but the developer's engineer shall revise the plan to achieve the 10.0% slope per the Forest Meadow as -built plans and the Vistas at Bentz Farms ghost plat of this parcel. 18. Fawn Hill Road and Bentz Court shall be public streets, owned and maintained by the city after acceptance of the public improvements by the City Council. 19. The street plan shall be revised to callout right-of-way widths and centerline gradients. 20. A street light shall be installed at the intersection of Fawn Hill Road and Bentz Court. A $300 fee shall be collected with the development contract for electricity costs for the first year of operation. 21. All proposed driveways shall follow the city setback requirements of 10 feet from the property line. The driveways for Lots 2-4 of Block 1 and 3-5 of Block 2 shall be revised to meet the setback. 22. ADA compliant pedestrian ramps shall be installed at the intersection of Bentz Court and Fawn Hill Road and at the entrance to Sugarbush Park. 23. Sanitary sewer shall be owned and maintained by the city after acceptance of the public improvements by the City Council. 24. The existing home on Lot 3, Block 2 shall be connected to the proposed sewer system and the existing mound system shall be removed prior to the acceptance of the public sanitary sewer. 25. Water main shall be owned and maintained by the city after acceptance of the public improvements by the City Council. 14 Chanhassen Planning Commission — July 18, 2017 26. The existing home on Lot 3, Block 2 shall be connected to the proposed water system prior to the acceptance of the public water main. 27. Storm sewer installed with this subdivision shall be owned and maintained by the city after acceptance of the public improvements by the City Council. 28. The grading proposed will route some of the Galpin Boulevard ditch runoff as overland, sheet flow to a pick-up catchbasin located on Lot 5, Block 2. The plan shall be revised to include a pick-up catchbasin within the right-of-way rather than routing the stormwater onto the residential lot. 29. The plan shall be revised to locate CBMH 4 outside of the driveway area for Lot 1, Blockl . 30. The plan shall be revised to include CBMH 14 in the structure table on plan page 4. 31. The plan shall be revised to show velocities on the FES table on plan page 4. All FES pipe shall have non-erosive velocities (3.5-5.0 feet per second). 32. The plan shall be revised to remove the environmental sumps from CBMH 7 and installed on CBMH 3 and 6. This CBMH are preferred because they are downstream to catch more debris and are on the street for easier future maintenance access. 33. The plan shall be revised to show the entire storm pond that the development is using for stormwater management. 34. To avoid having stormsewer pipe in backyard easements, staff recommends routing the stormwater system down Bentz Court and up Fawn Hill Road rather than between Lots 1 and 2 of Block 2. 35. The storm crossing elevation at Station 1+25 shall be corrected. 36. The plan shall be revised to increase the pipe slope to FES 13 to 1.00% or greater per the MN Stormwater Manual to prevent ice damage to the pipe. 37. The plan shall be revised to use 15" RCP as the minimum stormwater pipe size for future maintenance access. 38. Neater and sewer partial hook-ups are due at the time of final plat. For 10 units, the sanitary partial fee is $6,910.00 and the water partial fee is $21,470.00. The remaining hook-up fees will be due with the building permit at the rate in effect at that time. Natural Resources: 1. The minimum number of overstory trees required to be planted in the development is 81. 2. Tree preservation fencing shall be installed around existing trees to be saved prior to any construction activities and remain installed until completion. 3. The applicant shall install the required bufferyard plantings along Galpin Blvd. Parks: 1. Full park fees in lieu of additional parkland dedication and/or trail construction shall be collected as a condition of approval for Fawn Hill. 15 Chanhassen Planning Commission — July 18, 2017 Planning: The applicant shall resolve the issues with Outlots A, B, C, D and F prior to final plat approval. 2. Outlot E, encompassing the large wetland area, shall be dedicated to the city. 3. The developer shall install signage at lot lines corner and at the change in angle along the west portion of Lots 2, 3 and 4, Block 1 to demarcate the Bluff Creek Primary Zone. All voted in favor and the motion carried unanimously with a vote of 6 to 0. APPROVAL OF MINUTES: Commissioner Randall noted the verbatim and summary Minutes of the Planning Commission meeting dated June 20, 2017 as presented. COMMISSION PRESENTATIONS. None. ADMINISTRATIVE PRESENTATIONS. Aller: So City Council action update please. Aanenson: A long meeting at the City Council. The City Council took the action on the three items that you took and had a long meeting on, Avienda, Venue and Aldi. Aller: Can we go ahead and get that door closed please, thank you. Aanenson: Yeah. So Avienda was approved. That was the last item on the agenda that night and that was approved unanimously. Venue/Aldi was also approved and West Park was also approved. West Park is actually going for final plat approval on Monday night so they were actually kind of dual tracking those and had all the plans in ahead of time before Planning Commission making those changes so they're ready to get going on that. One of the other things we learned, Stephanie who was in and has left, we did get the right-of-way vacated so that won't hold up that plat because they'll get that right-of-way at 101 vacated and that will be at an upcoming City Council meeting. Maybe in 2 or 4 weeks and then they'll add that administratively to the plat so it won't hold up the final plat so, so that's good. We're getting that back to the developer so that was one of the issues that we looked at on that and then also, so the drainage and utility easement was vacated but then we'll also do that in a separate action without holding up the plat on West Park so they're ready to get rolling out there with all their approvals. 1 did want to talk about future Planning Commission meetings. Aller: Okay. 16 Chanhassen Planning Commission — July 18, 2017 Aanenson: So we do have a meeting on August V, which is National Night Out. Right now where people are feverishly trying to get projects in the ground and getting approval so on August 1' we do have the Natural Resources section of the plan and then also we've got Bongards will be before you with an addition to their building. 7,000. Just over 7,000 square feet so they bought that property last year. Did some minor changes to it to kind of hold them over through the winter and now they're ready to go forward with their addition so again to get their approvals and get in in a timely period we are accommodating that. So that's what we've got upcoming besides our tour which is set for August 8`s. That agenda is put together so we'll be doing that with the Park Commission, the Senior Commission and then the Environmental Commission so I'll send that agenda out. Be starting here at 5:45 and try to get back here by 7:45 and kind of have some social time. Kind of talk about what we saw but we're going to go by water treatment. We're going to go down to Fox Woods, thank you. Yeah look at that. That passive trail that's down there. Look at that lot. Those subdivision lots. Trying to think of, I mentioned the water treatment plant. I think we'll go through the downtown area again and kind of look at some of the projects that we saw last year. See how they're working. Avienda, we've talked about how they're using the pervious pavement on a lot of that to manage their storm water so we're going to kind of go back and look at Chick-fil-A. How they've got their's in. That's another system in place and looking at that. That's all I can remember off the top of my head but so I think it will be a good tour. I'll send out the agenda and then let me know if you are able to attend. So that's what we have right now for upcoming items and that's all I had Chairman. Aller: Great and thank you. And then Alyson this is your last meeting. Fauske: Yes it is. I saved the best for last. Aller: There you go. Fauske: And I specifically chose my last day of work here based on the meeting and being able to present to you the sewer and water comp plan so. Aller: Well we certainly appreciate it and on behalf of myself and I believe everybody else on the commission I want to thank you for all the assistance you've given us over the years and turning the language of engineers into common English so we can understand just what we're looking at up here and good luck. We appreciate you. Fauske: Thank you. It's been a pleasure working with the commission. Aller: Alright, so at this point in time we're going to adjourn so the public knows what we're doing. We're going to have an open discussion on the 2040 Comprehensive Plan and we will be discussing Housing, Land Use, along with several use requests. The Water segment, the Sewer segment and the Park and Rec's segments for the 2040 Comprehensive Plan so at this point in time I'll entertain a motion to adjourn. 17 Chanhassen Planning Commission — July 18, 2017 Madsen moved to adjourn the Planning Commission meeting. All voted in favor and the motion carried unanimously with a vote of 6 to 0. The Planning Commission meeting was adjourned at 7:45 p.m. Submitted by Kate Aanenson Community Development Director Prepared by Nann Opheim 1S CITY OF CHANHASSEN CARVER & HENNEPIN COUNTIES NOTICE OF PUBLIC HEARING PLANNING CASE NO. 2017-15 NOTICE IS HEREBY GIVEN' that the Chanhassen Planning Commission will hold a public 1 hearing on Tuesday, July 18, 2017 at 7:00 P.M. in the Council Chambers in Chanhassen City Hall, 7700 Market Blvd. The purpose of this hearing is to consider a request for a rezoning from Agricultural Estate (A2) to Residential Low and Medium Density District (RLM); Conditional Use Permit for development within the Bluff Creek Corridor, and a Preliminary Plat for 10 single family lots creating 9 new homes and one existing home to remain with 6 outlots, with a variance, for property located at 7240 Galpin Boulevard. Applicant: HP Holdings, LLC. Owner: Anne Marcotte. A plan showing the location of the proposal is available for public review on the city's web site at wwwci.chanhassen. mn.us/2017-15 or at City Hall during regular business hours. All interested persons are invited to attend this public hearing and express their opinions with respect to this proposal. Robert Generous, ACIS Email: bgenerous(a ci.chanhassen.mn.us Phone: 952-227-1131 (Published in the Chanhassen Villager on Thursday, July 6, 2017: No. 4480) Affidavit of Publication Southwest Newspapers State of Minnesota) )SS. County of Carver ) Laurie A. Hartmann, being duly sworn, on oath says that she is the publisher or the authorized agent of the publisher of the newspapers known as the Chaska Herald and the Chanhassen Vil- lager and has full knowledge of the facts herein stated as follows: (A) These newspapers have complied with the requirements constituting qualification as a legal newspaper, as provided by Minnesota Statute 331A.02, 331A.07, and other applicable laws, as amended. J (B) The printed public notice that is attached to this Affidavit and identified as No.- was published on the date or dates and in the newspaper stated in the attached Notice and said Notice is hereby incorporated as part of this Affidavit. Said notice was cut from the columns of the newspaper specified. Printed below is a copy of the lower case alphabet from A to Z, both inclusive, and is hereby acknowledged as being the kind and size of type used in the composition and publication of the Notice: Subscribed and sworn before me on )17 Irstu z Laurie A. Hartmann RATE INFORMATION ,dY WE ,!EAIr'NE7E BARK NG'APY PUBUC - W NESOTA V1 CcS40'Wh EXMRES 01131r.8 Lowest classified rate paid by commercial users for comparable space.... $31.20 per column inch Maximum rate allowed by law for the above matter ................................. 531.20 per column inch Rate actually charged for the above matter ............................................... $12.59 per column inch SCANNED CITY OF CHANHASSEN P 0 BOX 147 CHANHASSEN MN 55317 06/19/2017 3:42 PM Receipt No. 00350455 CLERK: AshleyM PAYEE: HP Holdings, LLC 6035 Culligan Way Minnetonka MN 55345- 7240 Galpin Blvd 17-15 ------------------------------------------------------- Variance 200.00 Sign Rent 200.00 Recording Fees 50.00 Rezoning Fees 500.00 Subdivision 750.00 Final Plat 700.00 GIS List 213.00 CUP 425.00 Total Cash Check 3038.00 Change 3,038.00 0.00 3,038.00 0.00 SCANNpo FAWN HILL Chanhassen, Minnesota Project # 37865-001-200 Date June 9, 2017 OUTLOT GROSS AREA WETLAND AREA NET AREA A Homestead Partners, s.f. 0.29 acres 0 s.f. 12,631 Prepared for. 0.29 acres Prepared by: Sathre-Bergquist, Inc. s.f. 0.56 acres LLC s.f. 24,497 s.f. 0.56 acres C 14,576 6035 Culligan Way Minnetonka, 0.33 acres 0 150 Broadway Ave. S. 14,576 s.f. MN 55345 acres D 15,741 s.f. Wayzata, MN 55391 acres 0 Contact: Tom Bakritges s.f. 0.36 acres Contact: David Pemberton s.f. tel: 612-272-9701 177,738 s.f. 16,164 tel: 952-476-6000 acres BLOCK 1 GROSS AREA WETLAND AREA NET AREA WIDTH @ SETBACK Lot 1 21,132 s.f. 0.49 acres 0 s.f. 21,132 s.f. 0.49 acres 77 +/- If Lot 2 24,815 s.f. 0.57 acres 0 s.f. 24,815 s.f. 0.57 acres 77.5 +/- If Lot 3 19,020 s.f 0.44 acres 0 s.f. 19,020 s.f. 0.44 acres 77.5 +/- 1.f. Lot 15,132 s.f 0.35 acres 0 s.f. 15,132 s.f. 0.35 acres 82.1 +/- U. Total 80,098 s.f. 1.84 acres 0 s.f. 80,098 s.f. 1.84 acres BLOCK 2 GROSS AREA WETLAND AREA NET AREA WIDTH @ SETBACK Lot 1 15,479 s.f. 0.36 acres 0 s.f. 15,479 s.f. 0.36 acres 108.1 +/- 1.f. Lot 2 11,434 s.f. 0.26 acres 0 s.f. 11,434 s.f. 0.26 acres 108.3 +/- l.f. Lot 3 35,059 s.f. 0.80 acres 0 s.f. 35,059 s.f. 0.80 acres 104.8 +/- l.f. Lot 4 17,502 s.f. 0.40 acres 0 s.f. 17,502 s.f. 0.40 acres 89.4 +/- 1.f. Lot 5 18,403 s.f. 0.42 acres 0 s.f. 18,403 s.f. 0.42 acres 79.8 +1- 1. f. Lot 6 17,522 s.f. 0.40 acres 0 s.f. 17,522 s.f. 0.40 acres 100.5 +/- l.f. Total 115,399 s.f. 2.65 acres 0 s.f. 115,399 s.f. 2.65 acres OUTLOT GROSS AREA WETLAND AREA NET AREA A 12,631 s.f. 0.29 acres 0 s.f. 12,631 s.f. 0.29 acres B 24,497 s.f. 0.56 acres 0 s.f. 24,497 s.f. 0.56 acres C 14,576 s.f. 0.33 acres 0 s.f. 14,576 s.f. 0.33 acres D 15,741 s.f. 0.36 acres 0 s.f. 15,741 s.f. 0.36 acres E 193,902 s.f. 4.45 acres 177,738 s.f. 16,164 s.f. 0.37 acres F 1,911 s.f. 0.04 acres 0 s.f. 1,911 s.f. 0.04 acres Total 263,258 s.f. 6.04 acres 177,738 s.f. 85,520 s.f. 1.96 acres R/W GROSS AREA WETLAND AREA NET AREA 48,426 s.f. 1.11 acres 0 s.f. 48,426 s.f. 1.11 acres TOTAL GROSS AREA WETLAND AREA NET AREA 507,182 s.f. 11.64 acres 177,738 s.f. 329,444 s.f. 7.56 acres Section View •Y ...; Mr �F.sv4. T a.ai� Mb®sdsd K� .e:rrp.rq Shrub Plantina Detail 1_/ Nor TO SCALE 2 Tree Planting Detail MDT roscsi[ NOTES +�vsrwr Fwem.s`a <.Rd�rad xaNr m�tirdM.y�1oc x. nq.dlm..ga. TOTAL UPLAND AREA (EXCLUDING WETLANDS 329444 SF BASELINE CANOPY COVERAGE 12% OR 40,357 SF MINIMUM CANOPY COVERAGE REQUIRED 25% R 82.361 SF PROPOSED TREE PRESERVATION 2% OR 8.712 SF MINIMUM CANOPY COVERAGE REQUIRED 82.,361 SF LESS CANOPY PRESERVED 8.712 SF MINIMUM CANOPY COVERAGE TO BE REPLACED 73.649 SF MULTIPLIED BY 1.2 88,378 SF DIVIDED BY1089 (1 TREE COVERAGE) 81 TREES TO BE PLANTED FRONT YARD TREES: - ALL LOTS SHALL BE PROVIDED WITH A MINIMUM OF ONE DECIDUOUS OR CONIFER TREE TO BE PLACED IN THE FRONT YARD. - 10 LOTS = 10 FRONT YARD TREES LANDSCAPE BUFFER REQUIRED PLANT UNITS PER 100' AS PER BUFFERYARD B AT .8 AT 25' WIDTH 2 CANOPY TREES 3UNDERSTORYTREES /EVERGREENS 5 SHRUBS 300 LINEAR FEET BUFFERING COLLECTOR STREETS REQUIRES THE FOLLOWING PLANTINGS: 6 CANOPY TREES 9 UNDERSTORY TREES / EVERGREENS 15 SHRUBS ALL RESIDENTIAL LOTS SHALL HAVE A MINIMUM OF SIX INCHES OF TOPSOIL MEETING THE SPECIFICATIONS FOR MnDOT SPECIFICATION 3877-1 FOR COMMON TOPSOIL BORROW PLACED ON ALL THE AREAS TO BE SEEDED OR SODDED. USE (SKU OIIG COPYING. D6n®UTION. ANDAR CONVEYANCE OF INFORMATION) OF THIS PRODUCT 6 STRICTLY PROFITED VRTNOUT WORRY 4 ASSOCIATES LANDSCAPE ARCHITECTS. NGt ERPE55 YYWTTEM AUTHORIZATION- USE Wfn1OUTSAID AUfI1DIMATION CONSTITUTES AN LIEGITMMTE USE AND SHALL THEREBY INDEMNIFY WORRY 4 ASSOCIATES LANDSCAPE ARCHITECTS. INC. OF ALL RESPONSIBLY. NORBY 6 ASSOCIATES LANDSCAPE ARC rTECTS. INC. RESERVES THE RIGHT TO HOLD ANY LLEGITYATE USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING FROM LIEGRWTE USE. Norby & Associates 4` Landscape Architects, Inc. IWF 1S-mWSYM Cb.L." 35318 4952)361 -ft" 11 0 Q 80 §a 0aIII SCALE IN FEET FAYRN HILL REQUIRED FRONT YARD TREE PLANTING LEGEND IQY C91rOM MNIE b MANIE GTY. !@ MO11E8 llIIIIIIIIIII AL RIMIUIaU4 tilOn _ i��ILI 111/IIION 4 2S BB SntEY�MrOn _AM Red SllstMpb 3 2S9e Swootsb4oIFIAr SAI Xtwf 1 M9hM wSnwLIwILIU3 12jrN t l�F TWI i f0 CRY PROJECT NO. FILE NO. LANDSCAPE PLAN 371I65m1,2M :HANHASSEN FAWN HILL L1� MINNESOTA HP HOLDINGS, LLC. L1 Property Card [Parcel ID Number 250101521 Taxpayer Information Taxpayer Name ANNE E MARCOTTE REV INTER TRUST ANNE E MARCOTTE TRUSTEE Mailing Address 7240 GALPIN BLVD EXCELSIOR, MN 55331-8058 Property Address 7240 GALPIN BLVD City EXCELSIOR, MN 55331 Parcel Information Uses Res 1 unit GIS Acres 10.98 Net Acres 10.77 Deeded Acres 11.0 Plat Lot Block Tax Description AKA TRACT B P/O NW1/4 SW1/4 DESC AS: COMM AT W 1/4 CORN SECT 10; TH S1*E ON W LINE Building Information BuildingStyle Story Y 2 Sto Frame Above Grade 6833 Finished Scl Ft Bedrooms 3 Year Built 1992 Garage Y Green Acres N Miscellaneous Information School District 0112 Watershed District WS 064 RILEY PURG BLUFF Homestead Y Green Acres N Ag Preserve N Assessor Information Estimated Market Value 2016 Values (Payable 2017) 2017 Values (Payable 2018) Last Sale Land $356,100.00 $379,600.00 Date of Sale 7/2/2009 Building $837,000.00 $814,200.00 Sale Value $1,140,000.00 Total $1,193,100.00 $1,193,800.00 The data provided herewith is fc, _`eie,ce purposes only. This data is not su.tacle rer legai, engoreenng, sjr,eyi-g or other similar purposes. Caner County Coes not gLarartee the aauracy of the information contained hereon This data is fumoshed on an 'as is' basis and Carver County makes no representations or warranties, either expressed or implied, for the merchantability or fitness of the information provided for any purpose. This disclaimer is provided pursuant to Minnesota Statutes §466.03 and the user of the data provided herein acknowledges that Carver County shall not be liable for any damages, and by using this data in any way expressly waives all claims, and agrees to defend, indemnify, and hold harmless Carver County, its officials. officers, agentsemployees, etc- from any and all claims brought by anyone who uses the information provided for herein, its employees cr agents, or third parties which arise 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 to another party unless the user includes with the data a copy of this disclaimer, Wednesday, June 21, 2017 Carver County, MN COMMUNITY DEVELOPMENT DEPARTMENT Planning Division — 7700 Market Boulevard Mailing Address — P.O. Box 147, Chanhassen, MN 55317 Phone: (952) 227-1130 / Fax: (952) 227-1110 CITY OF CHANHASSEN SUBDIVISION APPLICATION CHECKLIST Per Chanhassen City Code Section 18-40 Applications will be processed only if all requested• Prior to filing an application for a subdivision, the applicant shall attend a conference with city staff. The application shall include the following: (1) Completed Application Form. (2) Evidence of ownership or an interest in the property. (3) Application fee (to be calculated as follows): Type Fee Calculation Create three (3) lots or less $300 $300 Create over three(3)lots $600 plus $15 er lot $600 + ($15 x /o _ _ Metes & Bounds $300 plus $50 per lot $300 + ($50 x = ) _ Consolidate Lots $150 $150 Lot Line Adjustment $150 $150 Notification Sign $200 $200 Property Owners' List within 500' of subject property Cit to generate. fee determined at pre -application meeting) $3 per address $3 x addresses = Final Plat' $250 'Requires additional $450 escrow for attorney costs. Escrow will be required for other applications through the development contract. (4) Seven (7) full-size folded copies including an 8W' x 11" reduced copy for each plan sheet along with a digital copy in TIFF -Group 4 ('.tif) format of the following: (1 ) Identification and description: a. Proposed name of subdivision, which shall not duplicate or be similar in pronunciation or spelling to the name of any other plat in the county. b. Legal description. C. Names and addresses of the record owner, subdivider agent having control of the land. d. Graphic scale not less than one inch to 100 feet. e. North arrow. f. Key map including area within one mile radius of plat. g. Date of preparation. (2) Existing conditions: land surveyor, engineer, designer of the plat, and any a. Boundary lines of proposed subdivision. b. Existing zoning classifications for land within and abutting the subdivision. c. Acreage and lot dimensions. d. Location, right-of-way width, and names of existing or platted streets; locations of parks, buildings and structures, railroad right-of-way, easements, section lines and corporate boundaries within the proposed subdivision and to a distance 150 feet beyond. e. Boundary lines of adjoining platted or subdivided land, within 150 feet, identified by name and ownership including all contiguous land owned or controlled by the subdivider. -%1: OF (- HANHASSEP' RECEIVED JUN ZOi% C'10HAWN PLANNING DEPT COMMUNITY DEVELOPMENT DEPARTMENT Planning Division - 7700 Market Boulevard Mailing Address - P.O. Box 147, Chanhassen, MN 55317 Phone: (952) 227-1130 / Fax: (952) 227-1110 AGENCY REVIEW REQUEST LAND DEVELOPMENT PROPOSAL CITY OF CHANHASSEN Please review and respond no later than the review response deadline Agency Review Request Date: June 19, 2017 Agency Review Response Deadline: July 6, 2017 Date Application Filed: June 16, 2017 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: I July 18, 2017 at 7:00 p.m. August 14, 2017 at 7:00 p.m. August 15, 2017 Application: Request for a rezoning from Agricultural Estate (A2) to Residential Low and Medium Density District (RLM): Conditional Use Permit for development within the Bluff Creek Corridor, and a Preliminary Plat for 10 single family lots creating 9 new homes and one existing home to remain with 6 outlots, with a variance, for property located at 7240 Galpin Boulevard. Applicant: HP Holdinqs, LLC. Owner: Anne Marcotte. Planning Case: 2017-15 1 Web Page: www.ci.chanhassen.mn.us/2017-15 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 Park Director El Carver County WMO ❑ F-1 Shorewood Victoria ® Water Resources F-1 LowerMN River ❑ Law Enforcement ElMinnehaha Creek Adjacent Counties: ® Riley -Purgatory -Bluff Creek Carver County Agencies: - Utilities: ❑ ❑ Hennepin Scott ❑ ® Community Development Engineer ® Cable TV - Mediacom ❑ Environmental F1 Electric -Minnesota Valley School Districts: F-1 Services Historical Society ® Electric - Xcel Energy ® Eastern Carver County 112 ❑ Parks E]Magellan Pipeline ElMinnetonka 276 F-1Soil &Water Conservation District ® Natural Gas - CenterPoint Energy ® Phone - CenturyLink Other Agencies: State Agencies: ❑ Hennepin County Regional Railroad ❑ Board of Water & Soil Resources ❑ Authority MN Landscape Arboretum ❑ Health ❑ Historical Society ❑ SouthWest Transit ❑ Natural Resources -Forestry ❑ TC&W Railroad ❑ Natural Resources -Hydrology ❑ Pollution Control ❑ Transportation w" Tree Preservation: V` —3— June 16, 2017 The site cont' s 129 signific trees that are fair to good quality. Of the 129 trees only 27 will be imp evelopment. Per city requirements, each lot shall be provided with a minimum of one deciduous or conifer tree to be placed in the front yard and a row of coniferous trees will be planted along Galpin Boulevard to screen from daily traffic flow. Variance Request: As noted above, a variance is being requested to all for the existing home to remain on- site, on a lot that would be a double fronted lot. The existing home would meet the necessary front yard setback requirements from both streets. Outlots: There are 6 Outlots being created with the development. Outlots A and B may be purchased by current property owners to the north in the forest meadows development. Outlot C may be purchased by either the property to the north in the forest meadows development or Lot 4 Block 1. Outlot D may be purchased by Lot 3 Block 1. Outlot E will be dedicated to the city. Outlot F may be purchased by Lot 4 Block 2 of the Vistas at Bentz Farm development or Lot 6 Block 2 of the Fawn Hill development. MEMORANDUM CITY OF C HANHASSE N Chanhassen is a Community for Life- Providing for Today and Planning forTomorrow TO: Bob Generous, Senior Planner FROM: Todd Hoffman, Park & Recreation Director DATE: June 22, 2017 SUBJ: Fawn Hill, Located at 7240 Galpin Boulevard; Recommendation Concerning Park & Trail Conditions of Approval PARKS This property and 10 -lot subdivision is located within the neighborhood park service area of Sugarbush Park. Sugarbush Park is a 5 -acre public park that features an open field, basketball court, picnic shelter, playground, swings, and a trail loop. The park is connected to the Fawn Hill plat adjacent to Lots 3 and 4, Block 2. No additional parkland acquisition is being recommended as a condition of this subdivision. TRAILS The subject site is located near the Galpin Boulevard pedestrian trail. Residents residing in Fawn Hill will gain access to the Galpin Boulevard pedestrian trail by traveling along the newly proposed sidewalk on the east side of Fawn Hill Road, through Sugarbush Park to Galpin Boulevard. No additional trail construction is being recommended as a condition of this subdivision. PARK AND TRAIL CONDITIONS OF APPROVAL Full park fees in lieu of additional parkland dedication and/or trail construction shall be collected as a condition of approval for Fawn Hill. The park fees will be collected in full at the rate in force upon final plat submission and approval. Based upon the current proposed lot count of 9 new homes and the city's 2017 single-family park fee of $5,800 per unit, the total park fee for Fawn Hill will be $52,200. C Park and Recreation Commission PH 952.227.1100 - www.d.chanhassen.nl us • FX 952.227.1110 7700 MARKET BOULEVARD • PO BOX 147 • CHANHASSEN • MINNESOTA 55317 \Rs SUR` SATHRE-BERGQUIST, INC. w 150 S. BROADWAY, WAYZATA, MINNESOTA 55391 YFQS P�P��� TEL: (952)476-6000 FAX: (952)476-0104 WEB: WWW.SATHRE.COM Transmittal To: Bob Generous Date: 07/14/16 Company/City: Chanhassen Job #: 37865-001-200 Department: Planning From: Tom Welshinger Address: 7700 Market Blvd. Project: Fawn Hill Chanhassen, MN 55331 Phone: 952-227-1160 Regarding: Landscape Plan Transmitted: Via: x Herewith ❑ Fed Ex ❑ Under separate cover 91 Courier ❑ Mail ❑ Hand delivery F1 Pink un Item/Revision Date Quantity Fomiat Description 2 Ps 22x34 Plans 1 R 11x17 Reduced rormai Woes: U=Uigltal; SK=t5Ketcn; H= ]an; Hs=flan set; M=Mylar; I= I ransparency; H=Heductlon, C-C)n9lnal; b=bound Form Notes/Comments C: File` 66 0'�' Lr�r— CCITE OF CHANHASSEN RECEIVED JUL 14 2017 CHANHASSEN PLANNING DEPT W:\S-B Proj\37865-001-200 CHANHASSEN - BENTZ 2ND\INFO\Correspondence\TransmittarT-BGenerous- 071417.doc LP Seen on Vie. .• �a«e l In. „e.nun d P WbY..nfed N.bnotlM nddlW. B.c+su.a, ,,MSO ` ` U„dNrYEf[q.b \\\ b Eabl^rrl[.d�dvrYq $d rd)1 E! d MPaf i11 Shrub Plantina Detail J NOT TO SCALE s r2-'�/ Tree Planting Detail \,I/ NOT TO SCALE NOTES Nrd.. r Te wsra.Q. e.spne r,ry d.+e sw,r.rdda d..�s�wy aP+�+ds.r e+s• awrre�wm..wl re.r� r swr.Isom.dr,r.wy om Pr aaaa aww,+4kd,v. Ne -7:7 TOTAL m� �'4 aO. K.en d p.rvq nw TOTAL UPLAND AREA (EXCLUDING WETLANDS 329444 SF BASELINE CANOPY COVERAGE 12% OR 40,357 SF MINIMUM CANOPY COVERAGE REQUIRED 25% R 82,361 SF PROPOSED TREE PRESERVATION 2% OR 8,712 SF MINIMUM CANOPY COVERAGE REQUIRED 82„361 SF LESS CANOPY PRESERVED 8,712 SF MINIMUM CANOPY COVERAGE TO BE REPLACED 73,649 SF MULTIPLIED BY 1.2 88,378 SF DIVIDED BY1089 (1 TREE COVERAGE) 81 TREES TO BE PLANTED FRONT YARD TREES: - ALL LOTS SHALL BE PROVIDED WITH A MINIMUM OF ONE DECIDUOUS OR CONIFER TREE TO BE PLACED IN THE FRONT YARD - 10 LOTS = 10 FRONT YARD TREES LANDSCAPE BUFFER REQUIRED PLANT UNITS PER 100' AS PER BUFFERYARD B AT 8 AT 25' WIDTH 2 CANOPY TREES 3 UNDERSTORY TREES / EVERGREENS 5 SHRUBS 300 LINEAR FEET BUFFERING COLLECTOR STREETS REQUIRES THE FOLLOWING PLANTINGS: 6 CANOPY TREES 9 UNDERSTORY TREES / EVERGREENS 15 SHRUBS ALL RESIDENTIAL LOTS SHALL HAVE A MINIMUM OF SIX INCHES OF TOPSOIL MEETING THE SPECIFICATIONS FOR MnDOT SPECIFICATION 3877-1 FOR COMMON TOPSOIL BORROW PLACED ON ALL THE AREAS TO BE SEEDED OR SODDED. USE (%C_UDING COWING, DISTRIBUTION, AND/OR CONVEYANCE OF INFORMATION) OF THS PRODUCT IS STRICTLY PROHIBITED WITHOUT NORBY 8 ASSOCIATES LANDSCAPE ARCH -EC-S, NC's EKPRESS WRITTEN AUTHORIZATION USE WITHOUT SAID AU -I -OR ZA- O% CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY INDEMNIFY NORI d ASSOC A -ES LANDSCAPE ARCHITECTS, INC OF ALLRESPONSIBIL'v HORSY A ASSOC A-ES.A%DSCAPE ARCHITECTS. INC. RESERVES THE RIGHT -0 HOLD ANY _EG - MA' E USER OR PARTY LEGALLY RESPO%S 9_E FOR DAMAGES OR _OSSES RESU- %G FROM ILLEGITMA'E USE Irq anY es+a Gn w� npol w PA.e W wvuv q end ser.rmwer wr a,Y nare.elwwoAldrd ,wlv.n �dNaleNdW r pa♦ MT peprOe,e �_ MILL our Norby & Associates 04 Landscape Architects, Inc. 108 Em S—W Seed Ch."MN 55118 (952) 361-06” 3 40 J880 �DDDN■ SCALE IN FEET FAWN HILL REQUIRED FRONT YARD TREE PLANTING LEGEND KEY COMMON NAME BOTANICAL NAME 01Y. I m I Nom TREE! AL RedTldld Lnden Ti-Imlowne Radrlyd 4 2.S 88 l 04e 18mchir AM !Red S -sl Agrr 6semW : a rvaJ 3 2.S BB S ism IeaMr SM .Creel Mwrllan Sugar AOersacciwurn Green A/ralsN' 3 2.S BB rsn leader TOY f0 CHANHASSE? MINNESOTA CITY OFCHANHASSEN RECEIVED JUL 14 2U1 W HASSEN PUNNING OF o FILE NO. LANDSCAPE PLAN 37885001 -too FAWN HILL L1 HP HOLDINGS, LLC. L1 Section View 3' 12' Shrub Planting Detail NOT TO SCALE Tree Plantinq Detail NOT TO SCALE NjnTFS- TOTAL UPLAND AREA (EXCLUDING WETLANDS BASELINE CANOPY COVERAGE MINIMUM CANOPY COVERAGE REQUIRED PROPOSED TREE PRESERVATION MINIMUM CANOPY COVERAGE REQUIRED LESS CANOPY PRESERVED MINIMUM CANOPY COVERAGE TO BE REPLACED MULTIPLIED BY 1.2 DIVIDED BY1089 (1 TREE COVERAGE) Top of root ball. Overdig hole minimum of 9". Double shredded hardwood bark mulch - 4" depth (NO contact with shrub stems). Proposed grade. Hand loosen roots of ALL containerized plant material. Backfill with native sell. Undisturbed subgrade. Scarify bottom and sides of planting hole. Set root ball on subgrade. Straight leader with even branching. Maintain tree in a plumb position throughout warranty period. Tree wrap to first branch. Match grade at which tree was originalty, grown with proposed grade. Shredded hardwood mulch - 6' depth, 6' diameter (NO contact with tree trunk). Proposed grade. Remove burlap from fop)'' of root ball. Overdig hole a minimum of 12". Backrill with native sail. Undisturbed subgrade Scarify bottom and sides of planting hole. Set root ball on subgrade. 329444 SF 12% OR 40,357 SF 25% R 82,361 SF 2% OR 8,712 SF 82„361 SF 8,712 SF 73,649 SF 88,378 SF 81 TREES TO BE PLANTED FRONT YARD TREES: - ALL LOTS SHALL BE PROVIDED WITH A MINIMUM OF ONE DECIDUOUS OR CONIFER TREE TO BE PLACED IN THE FRONT YARD. - 10 LOTS = 10 FRONT YARD TREES LANDSCAPE BUFFER: - REQUIRED PLANT UNITS PER 100' AS PER BUFFERYARD B AT .8 AT 25' WIDTH 2 CANOPY TREES 3 UNDERSTORY TREES / EVERGREENS 5 SHRUBS - 300 LINEAR FEET BUFFERING COLLECTOR STREETS REQUIRES THE FOLLOWING PLANTINGS: 6 CANOPY TREES 9 UNDERSTORY TREES / EVERGREENS 15 SHRUBS ALL RESIDENTIAL LOTS SHALL HAVE A MINIMUM OF SIX INCHES OF TOPSOIL MEETING THE SPECIFICATIONS FOR MnDOT SPECIFICATION 3877-1 FOR COMMON TOPSOIL BORROW PLACED ON ALL THE AREAS TO BE SEEDED OR SODDED. DRAWING NAME LP FAWN DRAWN BY TD W CHECKED BY TDW DATE FAWN HILL TREE REPLACMENT PLANTING LEGEND KEY1 COMMON NAME BOT ANICALNAME QTY. SIZE NOTES NOTES TREES TREES BH Black Hills Spruce Picea glauca densata 2 6BB AL Redmond Linden Tillie an ervata Redn arid' 5 2.5” BB Str' ht s inglie leader HA Hackberry Cent's occ dertaAs 8 2.5" BB Straig M s ingle Ice der PE Princeton Entre Uit to am a'icana 'Rihcefm' 2 2.5" BB Straig M s ingie leader RB Ricer Birch Behullia 43ra 3 8 BB Clum RM Red Sursth13 pie Acarrubrue'Fraricsred' 12 2"BB Strain ht s irrole,Iesder 8 RD Red Oat Quercus ndra 7 2.5" BB Straig ht single Ic-s der SO ave mp W hite Oat Quercus bicolor 7 2.5" BB Straig It s ingle les der EVERGREENS BH Blade Hills Spruce Picea qisul densaa _ EE NP Norway Pine Pexis resstosa ' 68 NS Nxwei spril iftes a6' WP White Pine Pius stfobus 4 6 BS Tctal 81 NO. BY I DATE REVISIONS USE (INCLUDING COPYING, DISTRIBUTION, AND/OR CONVEYANCE OF INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT NORBY & ASSOCIATES LANDSCAPE ARCHITECTS, INC.'s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY INDEMNIFY NORBY & ASSOCIATES LANDSCAPE ARCHITECTS, INC. OF ALL RESPONSIBILITY. NORBY & ASSOCIATES LANDSCAPE ARCHITECTS, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING FROM ILLEGITMATE USE. 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 Landscape Architect under the laws of the State of Minnesota. 'f Signed'. Timothy D. Wilcox Date: 7-14-17 Registration il: 48928 FAWAI Will 1 RI IFFFR PI AMTINr: 1 Fr:Fmn KEY COMMON NAME BOTANICAL NAME QTY. SIZE NOTES NOTES EVERGREENS TREES BH Black Hills Spruce Picea glauca densata 2 6BB wP White Pine Pinus stfotws 4 U BB Acerx frsemanii Jetfarsred' 3 Total 6 SM Green Mountain Sugar Ill ORNAMENTALTREES 3 2.5" BB Straight single leader CS Pink Spires Crabapple Malas Pink Spires' a 2w BB Straight sin le leader SB Autumn Brilliance Servicebe Amelmchierx ranaftra Autumn Brilliance' 3 V BB Clump Total 9 SHRUBS ry JuddiViburunum Vibumumx'uddi 8 36"HT HN American Hazel Nut 7 Nr HT _CovyWamericana Total 15 Norby & Associates AO Landscape Architects, Inc. 100 Psst Second Street Chaska MN 55318 (952) 361-0644 FAWN HILL REQUIRED FRONT YARD TREE PLANTING LEGEND KEY I COMMON NAME BOTANICAL NAME QTY. SIZE NOTES TREES AL Redmond linden Tilia americana Rednond 4 2.5e BB Straight single leader AM Red Sunst M3ple Acerx frsemanii Jetfarsred' 3 2.5 BB Straight single leader SM Green Mountain Sugar Ill Acersaccharum Green Mountain' 3 2.5" BB Straight single leader Total 10 NO. -HANHASSEN, MINNESOTA CITY OF CHANHASJEN RECEIVED JUL 14 2017 CHANHASUN PLANNING DEPT 0 FILE NO. LANDSCAPE PLAN 37665-001-200 FAWN HILL I L1 HP HOLDINGS, LLC. I / L1 s SURF SATHRE-BERGQUIST, INC. 150 S. BROADWAY, WAYZATA, NIINNESOTA 55391 TEL: (952)476-6000 FAX: (952)476-0104 WEB: WWW.SATHRE.COM Transmittal To: Bob Generous Date: 06/21/16 Company/City: Chanhassen Job #: 37865-001-200 Department: Planning From: Tom Welshinger Address: 7700 Market Blvd. Project: Fawn Hill Chanhassen, MN 55331 Phone: 952-227-1160 Regarding: Preliminary/Final Transmitted: Via: x Herewith ❑ Fed Ex ❑ Under separate cover x Courier ❑ Mail ❑ Hand delivery ❑ Pick UD Item/Revision Date Quantity Format Description 7 Ps 22x34 Plans 1 R 11x17 Reduced 1 SWMP ormat woes: u=uignai; Sk=Sketch; P=Plan; Ps --Plan set. M=Mylar, T=Transparency; R=Reduction; 0-Odginal; B=Bound Form Notes/Comments C: File ClrypFcyANHASSEM RECEIVED C11AAfHASSE1VP4ANNI NG DEpr SCANNED W:\S-B Proj�37865-001-200 CHANHASSEN - BENTZ 2ND\INFO\Correspondence\TransmittaRT-BGenerous- 062117.doc LL 0-1l'SONIOI0HdHV10S3NNIj"'I"'► f. .sr .,.,.o° le �Ynrol,rran, �`"° �0 IIIH NMV3 N3SSWWH °00 v.1iw , a r vr,rM AVAaran ros wl 111. vYwwmnAMYmaw,.rYJa llu slninsw o.x csmm��.luuvs ,.arono ONI'1SIf1DOU39-38H1VS 133HS 31111 �''.... ,.A 1ay.�u ar`ln°ruinore,Ji�.ie ,i3no 3Aw'n�.aNn°uoliwo ia3w ,in.iaMwm.aiJMn�..3i�miea3 x�ao'no.6l isnooNl.vuive_ Ae NMrno oN nu oN uxow Ai�� BYM Nouvif�ln no Nry s.na aYN. 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YUYY SYMBOL LEGEND DESCRIPTION PROPOSED EXISTING MINOR CONTOUR Street Plan MAJOR CONTOUR Storm Sewer Plan LOT LINE Grading Plan 06 WATERMAIN WM Construction Details BUILDING SETBACK BOUNDARY— PHONE: (612) 272-9701 CONTACT: ROBERT MOLSTAD, P.E. PARCEL BOUNDARY LINE EMAIL: MOLSTADQSATHRE.COM DRAINAGE AND UTILITY EASEMENTS — — — — — — — — — — — CURB AND GUTTER RIGHT -OF -WAV DRAINTILE W/CIEANOUTS — — —r♦ 410—— BACKYARD CATCH BASIN 311, 0 CATCH BASIN 30 --�—�-- STORM SEWER MANHOLE 3111, — —� FLARED END SECTION W/RIP- RAP S —� STORM STUCTURE LABEL 0 SANITARY STUCTURE LABEL 3 O5 SANITARY SEWER MANHOLE --�$-- HYDRANT —WM WM— —WM� GATE VALVE —WMWM— —WM wM— WELL 9 DRAIN FLOW/RUNOFF ARROW EMERGENCY OVERFLOW SWALE E SOIL BORING LOCATION SILT FENCE — -- — — — —� TREE PRESERVATION FENCE — — — — BARRICADE ® OR tl% Tr OR SPOT ELEVATION : 90. . Sapp TBC SPOT ELEVATION •� •�° UTILITY POLE �O LIGHT POLE O HANDICAP PARKWGSPACE Zoning: Proposed Zoning - RLM 35% Max Impervious Min Width -50ft Min Area - 9,000 sf Min Depth - 110 ft Fysb - 25 it Sysb - 15 ft Total - 5 it Garage Rysb - 25 It 60' Row - 31' B -B Streets Wetland: On-site Wetland is a Manage 2 Manage 2 Wetlands Buffer - 20111 Buffer Setback - 30 It Bluff Creek Overlay District: Site is within the Primary Corridor of the Bluff Creek Overlay District. Setback from Corridor -40ftTotal First 20 ft - No Disturbances Second 20ft - No Structures As directed by the City of Chanhassen, the boundary for the Bluff Creek Overlay District is the edge of wetland. Corridor setback: are taken from the wetland edge. LOCATION MAP I _ C Y 4Ml u 9 104 IP I o r a;i F U ' •7Ry qo Nt �+ = Harrison o ,i TTP' 1(a. HA RISOH Lake Z AI < H[LL CT. v� h S z w „1 7 U CT. RE FOK gU Q • rip. 9 ¢ r F AJ TIC AY _ �yN HILL a_ (`�lS o Rel. r ENKER ST, o 4TH TR. F+ 4 t `� r,pp1.N t CURVE 3 +. SITE yCLOVER CT. SAY CIR. FR y F9 l`�,; �SANESERRY war.E. -UO oa �• "' S'l• ABERR CMICKORY MAY Ll►� Ste? 9 11 �' Y' POPPY DR. 1P• 7B. �! day �+ BLUE SAGE LA. ' S J RATE m o 9� ; 64. a SHEET INDEX TABLE SHEET Description 01 Title Sheet 02 Street Plan 03 Sewer and Water Plan 04 Storm Sewer Plan 05 Grading Plan 06 Erosion Control Plan 07-11 Construction Details _ PHONE: (612) 272-9701 PREPARED BY PREPARED FOR USE (INCLUDING COPYING, DISTRIBUTION, AND/OR CONVEYANCE OF INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT SATHRE-BERGQUIST, INC.'s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY INDEMNIFY SATHRE-BERGQUIST, INC. OF ALL RESPONSIBILITY. SATHRE-BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING FROM ILLEGITMATE USE. I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION 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. S/�—o — ENGINEER DEVELOPER SATHRE-BERGQUIST, INC. HP HOLDINGS, LLC 150 SOUTH BROADWAY 6035 CULLIGAN WAY WAYZATA, MINNESOTA 55391 MINNETONKA, MN 55345 PHONE:(952) 476-0000 CONTACT PHONE:(952) 476-0104 TOM BAKRITGES _ PHONE: (612) 272-9701 CONTACT: ROBERT MOLSTAD, P.E. TOMB@HOMESTEAD-PARTNERS.COM EMAIL: MOLSTADQSATHRE.COM CITy 9Wq/yyfVEDSEf 1 cH,t�JUN 2 7 2017 SSENI�ry��pr 50 25 0 25 50 100 60ULi SCALE IN FEET EXISTING UTILITIES SHOWN ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ANY AND ALL EXISTING UTILITIES BEFORE COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES ARISING OUT OF HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL EXISTING UTILITIES. -DRAWING NAME NO. BY DATE REVISIONS USE (INCLUDING COPYING, DISTRIBUTION, AND/OR CONVEYANCE OF INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT SATHRE-BERGQUIST, INC.'s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY INDEMNIFY SATHRE-BERGQUIST, INC. OF ALL RESPONSIBILITY. SATHRE-BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING FROM ILLEGITMATE USE. I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION 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. S/�—o — �Eas SuR` �`' F�TCW ui N SATHRE-BERGQUIST, INC.— 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 476 6000— `"C'MINNESOTARSM `"� 0NFRPam-- S P� CITY PROJECT NO. TITLE SHEETDRAWN FAWN HILL HP HOLDINGS, LLC. - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ — ------------------- HANHASSEN BY AFILENO.BASEFAWN CHECKED BY _ ROBERT S. MMOLSTAD, P.E. Date: On /�� X17 Lic.No. DATE PL CL PL O 30• 30' o m 15.5' to Back 1 15.5' to Bads p00 c0 Wear Course to be 1/2' v_iui O a > a- 1000 Above Edge of Gutter O n C3 :r E co _ N O - aI O) 10%2.OR N __. a/d S '0P° 45027'58" L3 1.5 Ma+. 1' 0raintile' 6' Topsoil, Seed 2"-MNDOT 2360 SPWEA340C & Mulch or Sod. ^ Droinlile Tack Coat - 2357 Surmountable 2"-MNDOT 2360 SPNWB330B Concrete Curb Tfit 12' -Gloss 5 Aggregate Base O 24' MNDOT 3149.28 Select a0 Gronulor 8°row (-See Note 7) NOTEESmical right-of-woy-60'. 2. Maximum street grade TOX 3. Minimum street grade 0.75x 4. V 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. T A test roll of the prepared subgrade shall be performed. in the presence of a city inspector. The city has the authority to require additional subgrade correction based on the lest roll. 8. Draintile sholl be placed along both sides of roodway. See plate 5232 for details. �qjII���FF[�OF TYPICAL 111RESIDENTIAL STREET SECTION REVISED: to -16 fUIE Na.: rEE NAME: c:\Enc soca\szoo ENGINEERING DEPARTMENT 5200 � 3 --, free ----------- � \ A 4)J I eje9;, 4 pr o 0 p \ + V 8 OQ I I + I \ O CA � � �' I + - liF \ O 19 - •qp / r m// mai s� J. v Q L-01 �0 8 to PRO °` \ \ / 974.8 '? p \ ? /a STORM WER /1 7 + �s \ \,Q\�4V4 _ o / / I, 1 / 0 /mom_ I OUTLOT F \ \ 13 ,\ \ s\ /6&V I ® 1 \ REMOVE ^�`. e / \ y 0 0"o \ 0 6- 0 p Op O O 1010 o m _ p00 c0 r v_iui O a > a- 1000 a O n C3 :r E co _ N O - aI O) Il N __. a/d S22" 43'58.94"E 45027'58" L3 m (a -' N 14 . ^ 275.00 to _. ca m h N Tfit r O ? a0 L4 V •r ? O ''� `t. to V r- n p r In 1+i r- OD m aD O !i L5 rm'an:a N M CMOF r p Pedestrian Curb Ramps O c O a0 0. co Page lof 5 REVISED. la -r6 ENGINEERING DEPARTMENT Mri �= 5215 FILE N c\ENG\SPECS\5215 � 3 --, free ----------- � \ A 4)J I eje9;, 4 pr o 0 p \ + V 8 OQ I I + I \ O CA � � �' I + - liF \ O 19 - •qp / r m// mai s� J. v Q L-01 �0 8 to PRO °` \ \ / 974.8 '? p \ ? /a STORM WER /1 7 + �s \ \,Q\�4V4 _ o / / I, 1 / 0 /mom_ I OUTLOT F \ \ 13 ,\ \ s\ /6&V I ® 1 \ REMOVE ^�`. e / \ y 0 0"o \ 0 6- 0 02 •:P SEE CITY DETAIL PLATES 5215A -D FOR FOR REMAINDER OF PEDESTRIAN RAMP DETAILS. 970 950 -0+50 EXISTING UTILITIES SHOWN ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ANY AND ALL EXISTING UTILITIES BEFORE COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES ARISING OUT OF HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL EXISTING UTILITIES. mIN U 0a W N CONCRETE WALK \ R OVE �/ \ r \ 200 SF TEMP �� "- y. \ f TUR ROUND VAS Ag1av Pond #1 LVC:249.35' LOW PT STA: 2+82.27 LOW PT ELEV: 973.44 PVI STA: 1+57.60 PVI ELEV:977.00 K:34.18 FINISHED FAWN HILL RD E%ISTING -2.86% `J 1010 c.. 1000 1000 LVC:196.27' 990 990 LOW PT STA: 5+06.72 LOW PT ELEV: 968.41 PVI STA:5+07.60 PVI ELEV:967.00 K:34.04 980 22 970 960 p Op O O 1010 o m _ p00 c0 r v_iui O > a- > a- 1000 O O 02 •:P SEE CITY DETAIL PLATES 5215A -D FOR FOR REMAINDER OF PEDESTRIAN RAMP DETAILS. 970 950 -0+50 EXISTING UTILITIES SHOWN ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ANY AND ALL EXISTING UTILITIES BEFORE COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES ARISING OUT OF HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL EXISTING UTILITIES. mIN U 0a W N CONCRETE WALK \ R OVE �/ \ r \ 200 SF TEMP �� "- y. \ f TUR ROUND VAS Ag1av Pond #1 LVC:249.35' LOW PT STA: 2+82.27 LOW PT ELEV: 973.44 PVI STA: 1+57.60 PVI ELEV:977.00 K:34.18 FINISHED FAWN HILL RD E%ISTING -2.86% `J 1010 c.. 1000 1000 LVC:196.27' 990 990 LOW PT STA: 5+06.72 LOW PT ELEV: 968.41 PVI STA:5+07.60 PVI ELEV:967.00 K:34.04 980 22 970 960 DRAWING NAME NO. BY DATE REVISIONS USE (INCLUDING COPYING, DISTRIBUTION, AND/OR CONVEYANCE OF I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS BASE FAWN _ INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I - - - - - - - - - AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE DRAWN BY SATHRE-BERGQUIST, INC.'s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT TCW SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY LAWS OF THE STATE OF MINNESOTA. - - - - - - - - - - - - - - - - - - - - INDEMNIFY SATHRE-BERGQUIST, INC. OF ALL RESPONSIBILITY. CHECKED BY SATHRE-BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE RSM _ _ _ _ _ _ _ _ _ _ _ _ __ __ _ _ USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING ^DATE' FROM ILLEGITMATE USE. ROBERT�J L_(S�/A7D. P•E• Lic. No. "L��/"LS - -- --------------- Date: � 970 STREET NOTES: 1. ALL PUBLIC STREETS ARE 31' BB UNLESS OTHERWISE NOTED. CURB DIMENSIONS ARE BACK TO BACK 2 SEE DETAILS 5200 to 5244 FOR STREET DESIGN STANDARDS. 3. ALL SIDEWALKS SHALL BE 6'. CONSTRUCT PED RAMP AT EACH CURB AND OR/ROAD INTERSECTION PER STANDARD DETAIL PLATE 5215. 4. ALL STORM SEWER STRUCTURES SHALL BE EXPOSED DURING STRING LINE OF CURB TO ENSURE PROPER FIT WITH PLASTIC RINGS. FAWN HILL RD Number Station Radius I`- V _ L1 c0 r aD O 117 M N O O n C3 :r m ". co _ N O - aI O) m _ N __. V S22" 43'58.94"E 45027'58" L3 m (a -' N r C3 ^ 275.00 to _. ca m h N 7+12.09 r O ? a0 L4 V •r ? O ''� `t. to V r- n p r In 1+i r- OD m aD O LO L5 M N M N M r p CD a, a- O c O a0 0. co rm x a1 m - o m GC's cC - ro '. a0 �, f� n - n n _ I\ - r - - 1. n n n n r QJ co r 9 W CO `; _ m "' O ci 1p 17 _ - _ 1a M m m , m m _ Cb m ` m m m m m m m ¢ m m m "' ; m ptOj m ^v� "'' _' a, m 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 DRAWING NAME NO. BY DATE REVISIONS USE (INCLUDING COPYING, DISTRIBUTION, AND/OR CONVEYANCE OF I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS BASE FAWN _ INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I - - - - - - - - - AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE DRAWN BY SATHRE-BERGQUIST, INC.'s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT TCW SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY LAWS OF THE STATE OF MINNESOTA. - - - - - - - - - - - - - - - - - - - - INDEMNIFY SATHRE-BERGQUIST, INC. OF ALL RESPONSIBILITY. CHECKED BY SATHRE-BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE RSM _ _ _ _ _ _ _ _ _ _ _ _ __ __ _ _ USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING ^DATE' FROM ILLEGITMATE USE. ROBERT�J L_(S�/A7D. P•E• Lic. No. "L��/"LS - -- --------------- Date: � 970 STREET NOTES: 1. ALL PUBLIC STREETS ARE 31' BB UNLESS OTHERWISE NOTED. CURB DIMENSIONS ARE BACK TO BACK 2 SEE DETAILS 5200 to 5244 FOR STREET DESIGN STANDARDS. 3. ALL SIDEWALKS SHALL BE 6'. CONSTRUCT PED RAMP AT EACH CURB AND OR/ROAD INTERSECTION PER STANDARD DETAIL PLATE 5215. 4. ALL STORM SEWER STRUCTURES SHALL BE EXPOSED DURING STRING LINE OF CURB TO ENSURE PROPER FIT WITH PLASTIC RINGS. FAWN HILL RD Number Station Radius Length Line/Chord Direction Delta Angle L1 0+00.00 r 17.79 S41° 44' 55.05"E C1 0+17.79 120.00 87.44 S200 52'27.53"E 41044'55" L2 1+05.22 29.04 SO° 00'00.00"E (0 C2 1+34.26 300.00 238.06 S22" 43'58.94"E 45027'58" L3 3+72.32 2 122.34 S450 27'57.88"E m C3 4+94.67 275.00 217.43 S220 48' 57.17"E 45018'01" C4 7+12.09 150.00 198.09 S37" 59'51.44"E 7503950" L4 9+10.18 109.59 S750 49'46.41"E Bentz Court Number Station Radius Length Line/Chord Direction Delta Angle L5 0+00.00 277.85 N460 09' 16.70"E BENTZ COURT LVC:103.18' LOW PT STA: 0+36.91 LOW PT ELEV-. 967.99 PVI STA:0+58.59 PVI ELEV:967.26 K:14.95 LVC:50.00' PT STA: 14 PT ELEV. 1 STA: 1+53 1 ELEV:971 K:31.00 FINISHED 6 51°la GROUND Tr+ -53 V) W a �a d MCO EJ°STING Or cli IA _ T- GRWNp r �, a ' PVIS. 0+00.007 COO. Go PVIE: 968.43 n rte" m� (0 cG (°Da 110 0 Ua r0 - r �_ 2 m m m 1) Wf Q m 04 ,: m 0 N m a, m Tr+ -53 V) W a �a d MCO cli IA _ qp - Ci� an V In00 O (71 10 Go [ Go n rte" m - (0 cG (°Da 110 0 ,. r0 - r �_ m m m CO W m _. m 04 ,: m m _. a, ,-.; m a, m GO m -0+50 0+00 0+50 1+00 CITY PROJECT NO. w40 kp SATHRE-BERGQUIST, INC. 0 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952)476-6000 HANHASSEN MINNESOTA N CryFh' S P V Pa2�F 1000 .e1 970 950 1+50 2+00 2+50 3+00 3+50 50 25 0 25 50 100 tiORI �®nklr `J0000d SCALE IN FEET FILE NO. STREET PLAN 37665001_200 FAWN HILL 02 HP HOLDINGS, LLC. 11 0 0 O Lo 10 00 r1 J J Z Q I 1 I Ire / OUTLOT C I 4 f OUTLOT B o 3 OUTLOT D 1 O .L. , 1 o 0. 1 o: \ + 0* + 13 O A ;O 9701 M11 9501 940 -1+00 0+00 \ z 11 15.]76 I _ - - 4 n 1 1- 1 M 0, 10 1 i4 � I I \\ �g�B9) �A•� 4 O+ I O �' lei LL LLLL - 6 �I I _J m BFg7 �� ��� O m c� o w Q2 , �s �Q9s �6 O I O \ 59: t 1 / m aXi 9700 \ V A \+ \ V A �� /pT / A V J �)\\ LL o J� \\\ � \ \ �-tA� \ JQ+ \ _ 5❑ /40 CO. v 1 rn \ern ° I ZP' I m00 V- STORM ;9 lilt Db 2 3 \ a L 7 'ccc??Yo�_A /�- JD FE: O 0^ /a OUTLOT F CONC FAWN HILL ROAD 3 a p$<oo N ?�o 5< 0 w OF w MH 2 STA:1 +50.7 RIM:979.6 BLD: 12.7 T-972.7 � 1+00 I E MH 1 STA:2+75.7 RIM:973.5 MH EX7 STA 4+15 3 E-976.5BLD: 12.7 EXISTING MH 3 GROUND RIM:969.5 - - - - - - BLD: 11.6 - 1BEND HYDRANT 11.25'2 11.25'BEND STA: 3+289 -- STA: 1+48.6 6" VALVE ruN7 RIM:978.7 T- 968.2 STA: 2+01.5 sEPERA TBEND T-964.7 -- STORM XING B 9672 STORM RING FINISHED 8" 8"x6' TEE 225° BEND 8-963 8 G ND CgOp P VC Irl/I. A + STORM %NG T-962.1 B-962.1 1125° BEND ,�'I WM LOWERING - STORM XING STA:3+78b PVC m 724 SDR 35 Z 41 °i .1 LF @ 4.9256 U' aim 61 uw_ EXISTING UTILITIES SHOWN ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ANY AND ALL EXISTING UTILITIES BEFORE COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES ARISING OUT OF HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL EXISTING UTILITIES. 2+00 MH EX6 STA:4+87-2 RIM:968.4 BLD: 11.9 T-986.0 MH 3 WM LOWERING PVC SDR 35 STA:2+58.0 STA: 3+289 1 8.7 LF @ 2.09-A RIM:978.7 O = m 8" PVC SD R 3, T-962.1 1- (7 $wz� n 71.9 LF @ T.9$� - - WM LOWERING HBOE-980.8 U m FINISHED Z 41 °i %U uO U' aim 61 uw_ w3 + 6"VALVE Z T- 972.5 MH EX6_ O XOr EXISTING , ,- awl -m 3+00 4+00 5+00 8". PVC.SDR35 '12.8 LF@0.449; P 0 i• 1 950 940 12+00 DRAWING NAME NO. BY DATE REVISIONS USE (INCLUDING COPYING, DISTRIBUTION, AND/OR CONVEYANCE OF I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS BASE -FAWN INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I - - - - - - - - AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE DRAWN BY - - - - - SATHRE-BERGQUIST, INC.'s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT TCW SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY LAWS OF THE STATE OF MINNESOTA. - - - - - - - - - - - - - - - - - - - - INDEMNIFY SATHRE-BERGQUIST, INC. OF ALL RESPONSIBILITY. CHECKED BY SATHRE-BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE RSM _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING DATE FROM ILLEGITMATE USE. ROBERT S. OLSTAD, P.E. -- ------------------- Date: 0�"0 P/7 Lic.No. •:1 970 •.1 950 940' -1+00 1. ALL SANITARY SEWER SERVICES CONNECTED TO C900 MAIN SHALL UTILIZE AN 8"X6" C900 TEE, I C900 RISER PIPE, C900 BEND, TRANSITION GASKET AND A SCH 40 LATERAL TO THE STUB. 2. ALL SANITARY SEWER SERVICES SHALL BE SCH 40 FROM THE MAIN TO THE STUB, EXCEPT AS OUTLINED ABOVE. I 3. WATERMAIN SERVICES SHALL BE 1.0" COPPER. 4. ALL DIP FOR SANITARY SEWER LINES SHALL BE POLY -WRAPPED AND ALL BOLTS USED SHALL BE STAINLESS STEEL. 5. REFER TO DETAIL SHEETS TO SEE STRUCTURE DETAILS. p 6. ALL HYDRANT BENCHMARKS ARE TOP NUT OF HYDRANT. 7. WYE LOCATIONS TO BE SUPPLIED & VERIFIED BY CONTRACTORS. WYE STATIONING IS \ CALCULATED FROM THE DOWN STREAM MANHOLES. 8. ALL TIES AND DISTANCES ARE TO THE CENTER OF SURFACE STRUCTURES. 9. ALL HYDRANTS AND HYDRANT GATE VALVES ARE RETAINED AND TIED BACK TO THE �A\ WATERMAIN TEE BY MEANS OF APPROVED MEGALUGS UNLESS OTHERWISE NOTED. 10. ALL SEWER SERVICES ARE LOCATED 3 FEET DOWNSTREAM OF WATER SERVICES IF SEWER +C AND WATER ARE IN THE SAME TRENCH. 11. ALL SEWER AND WATER SERVICES ARE EXTENDED 10 FEET BEYOND THE PROPERTY LINE UNLESS OTHERWISE NOTED, I 12. ALL VALVES ON THE WATERMAIN FOR THIS PROJECT SHALL BE GATE VALVES. NO BUTTERFLY � VALVES SHALL BE USED ON THE WATERMAIN FOR THIS PROJECT. I � 13. THE CITY OF CHANHASSEN CURRENT "ENGINEERING GUIDELINES" AND "SPECIFICATIONS" SHALL GOVERN WITH THE EXCEPETION OF THE SANITARY SEWER AND WATERMAIN SERVICES. a 14. INSTALL HYDRANTS 5' BEHIND CURB (TYPICAL). 1 I 15. POLY WRAP ALL HYDRANT BARRELS , 16. BAG ALL HYDRANTS UNTIL THEY ARE TESTED AND PUT IN SERVICE. I 17. ALL 4"-12" WATERMAIN SHALL BE PVC C900 (DR25). ALL 16" WATERMAIN SHALL BE PVC C905 (DR18). ' 18. MECHANICAL BALLS SHALL BE INSTALLED IN SANITARY SEWER AT CONNECTION POINTS G I FOLLOWING INSTALLATION OF PIPE TO PROTECT EXISTING LINES FROM DEBRIS, & SEDIMENT INFILTRATION. BALLS SHALL REMAIN UNTIL LINES ARE TELEVISED & ACCEPTED BY THE CITY. ® 19. THE CONTRACTOR SHALL CONTACT THE SEWER & WATER DIVISION AT LEAST 48 HOURS PRIOR TO ANY PUBLIC SEWER/WATERMAIN CONNECTION. y t 1. I „ 1 II I i r 1 BENTZ COURT I 2+00 ����0.5 SDQLF _� o W N SATHRE-BERGQUIST, INC. HANHASSEN 0 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 476-6000 MINNESOTA NCti�R3 PLPa��� Earl] ':1 , .y1J 950 940 3+00 4+00 'I'OR1� 50 25 0 25 50 100 ❑❑❑❑� SCALE IN FEET FILE NO. SANITARY AND WATERMAIN PLAN 37865-001-200 FAWN HILL 3 HP HOLDINGS, LLC. 11 MH 3 STA:2+58.0 RIM:978.7 BLD: 15.3 HBOE-980.8 FINISHED HYDRANT GROUND - 6"VALVE T- 972.5 MH EX6_ EXISTING , ,- _ - GROUND STA: 2+83.5 STA:0+00.0 / T-9702 8"x6" RED RIM:968.4 / WM LOWERING sras 5a6 BLD, 11.9 - i B-966.8 T-970.9 MAINTAIN 75 STORM XI 22.5° BE SEPERATION STA: ME - -TA 0900 PVC WM .8 srDRMw B. -. T-965.0 WM LOWERING V f`7 - 8"�GSDR.6 lF @ 2.65% sra 96oa R, 182.1 1 B. pVC SDR 35 Z @ 277°/ 759 -LF rn F m° m r y Uz Ow o OU"n Z Zhao Zvz~ O,Or OX� Uwtiw Ow_ I 2+00 ����0.5 SDQLF _� o W N SATHRE-BERGQUIST, INC. HANHASSEN 0 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 476-6000 MINNESOTA NCti�R3 PLPa��� Earl] ':1 , .y1J 950 940 3+00 4+00 'I'OR1� 50 25 0 25 50 100 ❑❑❑❑� SCALE IN FEET FILE NO. SANITARY AND WATERMAIN PLAN 37865-001-200 FAWN HILL 3 HP HOLDINGS, LLC. 11 INLET \ ---- / `0Si H'E / INV - 984 8 _I % 1 1000 1000 1000 I STRUCTURE NAME DIAMETER 980 BUILD INV / NOTES 2 48.0" 961.7 5.4' 956.3 R4342 \ 970 F_ 972.1 7.9' 964.2 R3067 -V 4 960 u 1 6.1' 91 R3501 I REMICIit EXISTiiNG 5 G!1f'vERT AND 971.0 Eriv 950 R4342 i 48.0" / 945 3 C89 TC: 972.1 1 TC: 972.1 BLD: 7.9' BLD: 4.T D FINISHED _ GROUND - EXIST94G GROUND T-966.7 29.3'-12"RCPWM XING CL.5 @ 1.03%--t O T-9 A 1+00 CBMH2 Lo in � n irnrn :zz �- in - N , bid 970 ^"1 950 945 0+00 -0+50 STRUCTURE TABLE STRUCTURE NAME DIAMETER RIM BUILD INV CASTING NOTES 2 48.0" 961.7 5.4' 956.3 R4342 DIVERSION WEIR 3 48.0" 972.1 7.9' 964.2 R3067 -V 4 48.0" 971.1 6.1' 91 R3501 DRIVE OVER CASTING 5 48.0" 971.0 5.0' 966.0 R4342 6 48.0" 974.5 8.0' 966.5 R3067 -V 7 48.0" 971.5 5.9' 965.6 R4342 8 48.0" 980.1 6.1' 974.0 R4342 9 2'x 3' 972.1 4.7' 967.4 R3067 -V 10 48.0" 979.7 5.2' 974.5 R1642 11 48.0" 985.0 4.5' 980.5 R4342 12 48.0" 961.1 4.4' 956.7 R4342 FES TABLE Structure Name TYPE SIZE (IN.) INV C.Y. RIP RAP NOTES 1 FES 24 956.0 12 TRASH GUARD 13 FES 24 956.4 12 TRASH GUARD bie 970 950 bM] BMH 12 6' APRON ATC: 961.1 CBMH 2 12 CY CL.3 BLD: 4.4' TC: 961.7 RIP -RAP IA: 48.0" BLD: 5.4' ExISTNO DIA: 72. " GROUND FINISHED GROUND� 64.1'-24"RCP 81.0'-24"RCP CLA @ 0.47% CLA @ 0.37% vC), c) III: i m000 CID �LO toU)LO rnrn m W01 z z zzz N NN NNN -0+50 0+00 1+00 970 950 J 940 2+00 1000 CBMH 11 CBMH 8 1 TC: 985.0 TC: 975.7 TC: 980.1 BLD: 18 FES EX BLD: 5.T : a 990 990 BLD: s.1' 990 990 A 990 990 T 0 CBM H 7 TC: 979.7 TC: 971.5 BLD: 5.2' - CBMH 5 TC: 971.5 BLD: 5.9' 4 . a TC: 971.0 BLD: 5.9' EXISTING BLD: 5.0' H 6 FINISHED DIA: / DIA: 4 . GROUND TC: 972.1 FINISHED GROUND BLD: 7.9' GROUND 63.4'-12"RCP 0DIA:48.0"DIA: 4 TC: 974.5 980 �- 980 980 GROUND CL.S @ 3.79% 980 980 BLD: 8.0' 980 FINISHED " EXISTING -GROUND 4 0" - - EXISTING 9T77° GROUND - 77.4'-15"RCP o oGROUND --_ _ D CL.5 @ 7.75% iO - CD CC) TC: 961.7 MM 970 970 BLD: 5.a' 970 970 970 24" FE 1 FINISHED 970 0 0 > > DIA: 72.0" GROUND 78.6'-21"RCP o MM 161.1'-15"RCP � In z z 6' APRON CL.5 @ 4.34% I` 1, in N 12 CY CL.3 s-�.6 CLA @ 8.27% 30.0'-12"RCP °irn RIP -RAP w""'0NG 187.6'-21"RCP rn rn L.5 @ 7.33% o z z TRASH GUARD 100.2'-21"R CP o o @ z z o 176.3'-21 "RCP �L.4 0.53% z z 39.1'-21"RCP CLA @ 0.57% CLA @ 0.50 /0 0 bn _ _ rn N LOLf)Ion e' iO 960 960 0 0 0 0 0 0 0 0 0 co 0 0 0 e0 960 960 40 boo. m 960 CL.4 @ 1.28% cy c In In o 0 0 0 sn wNc '�'r' °D N 960 v Il v � 156.0'-24"RCP y r V r IID T-96zi bo bo z rnrnrnrn CL.4@3.52% CD to rnrn T M°IwNc rnrn ZZ rnrnrn rnrnrn iv SAN ANG i > % HOLDDOWN DETAILS E R M HS FINISHED GRADE PER O N Sg GRADING PLAN W T EL GARAGEFLOOR 110-1 15' 1 3.0' BELOW GARAGE FLOOR BFANO ELEVATION GRND ELEVATION AT WO 2:1 CURB REAR PAD ELEVATION 6.0" BSMi FUR 6% rb 3:1 MAX TOPSOIL 25' ' 13' ' 12' 1 10' 60' PAD (UNLESS OTHERWISE NOTED) WALKOUT (WO) E FINISHED GRADE PER SH GRADING PLAN ON SS GARAGEFLOOR W T E L 3.0' BELOW GARAGE FLOOR 1 10' I 15-1 LOOKOUT ELEVATION 25.0' GRND ELEVATION AT LO (XXX.X) 21 REAR PAD ELEVATION CURB 6.0" a% 2% 3:1 MAX TOPSOIL MIN. E S R M HS O N SB W T EL 110' 15' 1 CURB 6.0" TOPSOIL 25' 7' ' 18' 10' 50' 60' 60' PAD (UNLESS OTHERWISE NOTED) LOOKOUT (LO) FINISHED GRADE PER GRADING PLAN GARAGE FLOOR 3.5' BELOW GARAGE FLOOR \ +/-3:1 \E5(.8"GV INLET LOCATkN \ \ \ NO VISIBI/E 0e 1 \ BY DATE REVISIONS 1, INSTALL SILT FENCE AS SHOWN ON PLAN, AS REQUIRED BY THE CITY OF CHANHASSEN OR DIRECTED BY THE ENGINEER. I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION 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. '^� �� S / v/��� fcRs SSR` v� ��A m SAT H R E-BERGQUIST, INC. w o ,A 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 476-6000 m CO 19 e�`'�4 FRS P -P \ 2. SAND AND SILT MUST BE REMOVED FROM THE POND AS NECESSARY DURING CONSTRUCTION AND AT THE COMPLETION OF ADJACENT TO A DITCH SWALE, THEN EROSION CONTROL MUST REMAIN UNTIL ALL ADJACENT PROPERTY HAS TURF ESTABLISHMENT. THE PROJECT. BASE_FAWN- DENOTES ADJACENT I I 3. BEGIN GRADING. TEMPORARY DRAINAGE PIPE SHALL BE USED FOR INTERMEDIATE DRAINAGE DURING THE CONSTRUCTION A. RESTORE ALL DISTURBED AREAS WITH 4" TO 6" OF TOPSOIL, OR EXISTING ON-SITE ORGANIC MTRL. PERIOD AS NECESSARY AND DIRECTED BY THE ENGINEER. B. SEED POND SLOPES AND DETENTION AREAS WITH MN/DOT 310 OR BWSR P8 SEED MIX ATA RATE OF 100 LBS./ACRE AND FERTILIZE WITH 4. INSPECT PONDS, SILT FENCE, AND ROCK ENTRANCE BERM AFTER ALL RAINFALL EVENTS AS REQUIRED BY THE NPDES PERMIT. 20-0-10 AT 100 LBS./ACRE. _ DATE C. SEED ALL OTHER DISTURBED AREAS WITH MNDOT 250 AND BWSR SEED MIX FOR WETLANDS AT A RATE OF 100 LBS./ACRE AND 5. STREET SECTION - FERTILIZE WITH 2O-0-10 AT 100 LBS./ACRE. (UNLESS OTHERWISE NOTED) 2.0" WEAR COURSE D. ONLY PHOSPHOROUS FREE FERTILIZER IS TO BE USED ON SITE. 2.0" BASE COURSE E. MULCH WITH TYPE 1 AT A RATE OF 2 TONS/ACRE AND DISC ANCHOR IMMEDIATELY AFTER PLACEMENT. USE WOODFIBER BLANKET ON 12" CLASS 5 NOTE: ALL SIGNAGE FOR BLUFF CREEK OVERLAY DISTRICT ALL SLOPES 3:1 (FT) OR GREATER. 24" SELECT GRANULAR BORROW INSTALLED WITH VISTAS AT BENTZ FARMS. F. PLACE APPROVED STORM SEWER INLET PROTECTION IN OR AROUND ALL STORM SEWER INLETS AND MAINTAIN UNTIL STREET DENOTES LOT CONSTRUCTION IS COMPLETED. REFER TO CITY DETAILS 5302 & 5302A FOR APPROVED DEVICES. 6. DRIVEWAY SLOPES- G. MAINTAIN ALL SILT FENCE UNTIL TURF HAS BEEN ESTABLISHED. MINIMUM -2.0% BLUFF CREEK OVERLAY DISTRICT MONUMENT H. RESTORATION WORK WILL BE COMPLETED WITHIN 72 HOURS OF GRADING COMPLETION. MAXIMUM -10.0% DENOTES BUILDABLE 11. MATERIALS THAT ARE PROHIBITED FROM RETAINING WALL CONSTRUCTION INCLUDE SMOOTH FACE CONCRETE, POURED IN PLACE 7. FB, LO, WO PADS 3:1 MAX. ALL OTHER SLOPES 4:1 MAX (UNLESS NOTED) CONCRETE, MASONRY, RAILROAD TIES, OR TIMBER. STAMPED OR PATTERNED CONCRETE IS ALLOWED IN RETAINING WALL * PAD AREA CONSTRUCTION. 8. CONTRACTOR TO REMOVE SEPTIC SYSTEM AND CAP WELL DENOTES GARAGE- 12. BOULDERS MAY NOT BE USED ON WALLS TALLER THAN 6' IN HEIGHT. EXISTING UTILITIES SHOWN ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ANY AND ALL EXISTING 13. A HOMEOWNERS ASSOCIATION SHALL BE CREATED TO TAKE OWNERSHIP OF THE RETAINING WALLS UTILITIES BEFORE COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES ARISING OUT OF HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY 14. SILT FENCE: BEFORE GRADING - 1055 LF AND ALL EXISTING UTILITIES. FLOOR ELEVATION / 6F �t.t DENOTES HOUSE r DENOTES SPOT LON&I TYPE I LO _ DENOTES EASEMENT _OFITIL _ DENOTES SETBACK Ivo LINE �: LINE x DENOTES LOT CORNER - R I ELEVATION \992`-------�� DRIVEWAY SLOPE & ORIENTATION (PER GRADING PLAN ELEVATIONS) 50 25 0 25 50 100 ❑ ❑ ❑ ❑ 99 IN \ \ \ \ \ \ \\ ��-_�� / /� / / \ \� 984.8 / c' 99?�,r -»- \ _ J / '4 \� 992\ 990 `988. / ^_ --- --- / 50'1 UU I LU I t w v \W - Fr 9\ \ \ \ %' \ / \ \\ � \ fpr a Q, \ �� -\- - 60, / 0 - - _-L1 ss Pond #1 \ \ \ N, y �\ Ji \ \ \ \ \ \ _ ^ \ �` \P \ HP ED ENSURE FULL BASEMENT PADS ARE DRAINED ' 0 \ \ \ \ \ NW L-956.0 \ ] 0 "' F \\ / \ 60' PAD + J \\ \ H\NL- 958.5} (UNLESS OTHERWISE NOTED) +® ; y W \ \y, \ \ `� FULL BASEMENT (FB)L 1 \\ a, _ \\\ _�\y9�Vo\ NOTES:O O \ \ 1. GRADE (999.0) BEHIND EACH HOMESITE IS THE LOW yo - `14, l I \\ \ \ \ \ GROUND ELEVATION AND PROPOSED TOP OF TOPSOIL, + / \ �5:� \ \ \ \ \ 9 \ \ \ \ \ I �, SUBGRADE SHALL BE DOWN 0.50 FEET. - ^� �v \ _- _ V A V A V A V V A V :IF` \ c / 2. ESTABLISH FINISH GRADE AT ALL 10' FRONT YARD UTILITY nO _ 0 .,1 �, _ _ ..L , EASEMENT LOCATIONS. \ \ 1 ( I/ , `�`�'�1 3. THESE DETAILS REFERENCE A 9' POURED FOUNDATION I \OI WALL, AND A 0.7' DROP FROM REAR TOP FOUNDATION TO / , w IIS i y \ - - \ - \ \ \\ \ \\ \ \ \ 1 / \\ / / \1 1\ \ ' tI \ ' I I i I Imo" '�` Offt GROUND ELEVATION FOR ALL LOOKOUTS AND WALKOUTS. °' </ CONSTRUCTION NOTES BY DATE REVISIONS 1, INSTALL SILT FENCE AS SHOWN ON PLAN, AS REQUIRED BY THE CITY OF CHANHASSEN OR DIRECTED BY THE ENGINEER. I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION 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. '^� �� S / v/��� fcRs SSR` v� ��A m SAT H R E-BERGQUIST, INC. w o ,A 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 476-6000 m CO 19 e�`'�4 FRS P -P 9. DEVELOPER WILL BE RESPONSIBLE FOR TEMPORARY DUST AND EROSION CONTROL UNTIL TURF IS ESTABLISHED. IF YARDS ARE 2. SAND AND SILT MUST BE REMOVED FROM THE POND AS NECESSARY DURING CONSTRUCTION AND AT THE COMPLETION OF ADJACENT TO A DITCH SWALE, THEN EROSION CONTROL MUST REMAIN UNTIL ALL ADJACENT PROPERTY HAS TURF ESTABLISHMENT. THE PROJECT. BASE_FAWN- DENOTES ADJACENT 10. RESTORATION -3.5 ACRES 3. BEGIN GRADING. TEMPORARY DRAINAGE PIPE SHALL BE USED FOR INTERMEDIATE DRAINAGE DURING THE CONSTRUCTION A. RESTORE ALL DISTURBED AREAS WITH 4" TO 6" OF TOPSOIL, OR EXISTING ON-SITE ORGANIC MTRL. PERIOD AS NECESSARY AND DIRECTED BY THE ENGINEER. B. SEED POND SLOPES AND DETENTION AREAS WITH MN/DOT 310 OR BWSR P8 SEED MIX ATA RATE OF 100 LBS./ACRE AND FERTILIZE WITH 4. INSPECT PONDS, SILT FENCE, AND ROCK ENTRANCE BERM AFTER ALL RAINFALL EVENTS AS REQUIRED BY THE NPDES PERMIT. 20-0-10 AT 100 LBS./ACRE. _ DATE C. SEED ALL OTHER DISTURBED AREAS WITH MNDOT 250 AND BWSR SEED MIX FOR WETLANDS AT A RATE OF 100 LBS./ACRE AND 5. STREET SECTION - FERTILIZE WITH 2O-0-10 AT 100 LBS./ACRE. (UNLESS OTHERWISE NOTED) 2.0" WEAR COURSE D. ONLY PHOSPHOROUS FREE FERTILIZER IS TO BE USED ON SITE. 2.0" BASE COURSE E. MULCH WITH TYPE 1 AT A RATE OF 2 TONS/ACRE AND DISC ANCHOR IMMEDIATELY AFTER PLACEMENT. USE WOODFIBER BLANKET ON 12" CLASS 5 NOTE: ALL SIGNAGE FOR BLUFF CREEK OVERLAY DISTRICT ALL SLOPES 3:1 (FT) OR GREATER. 24" SELECT GRANULAR BORROW INSTALLED WITH VISTAS AT BENTZ FARMS. F. PLACE APPROVED STORM SEWER INLET PROTECTION IN OR AROUND ALL STORM SEWER INLETS AND MAINTAIN UNTIL STREET DENOTES LOT CONSTRUCTION IS COMPLETED. REFER TO CITY DETAILS 5302 & 5302A FOR APPROVED DEVICES. 6. DRIVEWAY SLOPES- G. MAINTAIN ALL SILT FENCE UNTIL TURF HAS BEEN ESTABLISHED. MINIMUM -2.0% BLUFF CREEK OVERLAY DISTRICT MONUMENT H. RESTORATION WORK WILL BE COMPLETED WITHIN 72 HOURS OF GRADING COMPLETION. MAXIMUM -10.0% DENOTES BUILDABLE 11. MATERIALS THAT ARE PROHIBITED FROM RETAINING WALL CONSTRUCTION INCLUDE SMOOTH FACE CONCRETE, POURED IN PLACE 7. FB, LO, WO PADS 3:1 MAX. ALL OTHER SLOPES 4:1 MAX (UNLESS NOTED) CONCRETE, MASONRY, RAILROAD TIES, OR TIMBER. STAMPED OR PATTERNED CONCRETE IS ALLOWED IN RETAINING WALL * PAD AREA CONSTRUCTION. 8. CONTRACTOR TO REMOVE SEPTIC SYSTEM AND CAP WELL DENOTES GARAGE- 12. BOULDERS MAY NOT BE USED ON WALLS TALLER THAN 6' IN HEIGHT. EXISTING UTILITIES SHOWN ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ANY AND ALL EXISTING 13. A HOMEOWNERS ASSOCIATION SHALL BE CREATED TO TAKE OWNERSHIP OF THE RETAINING WALLS UTILITIES BEFORE COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES ARISING OUT OF HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY 14. SILT FENCE: BEFORE GRADING - 1055 LF AND ALL EXISTING UTILITIES. FLOOR ELEVATION TYPICAL LOT DETAIL I VF EXISTING VERT POND / I + EMOVIE FES \ --HP-EOF \ �+ + L4'6MOVE.EXISTING CHANN WITH .3 I+ 1 p RIP,-F�AAQ 0CY AND 168\ i + R J CUL ERT I I/ ANP AY ( I 96 /It It � It I / If If f l l� / / /' / If / 14 �� / DENOTES LOT CORNER BY DATE REVISIONS USE (INCLUDING COPYING, DISTRIBUTION, AND/OR CONVEYANCE OF INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT SATHRE-BERGQUIST, INC.'s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY INDEMNIFY SATHRE-BERGQUIST, INC. OF ALL RESPONSIBILITY. SATHRE-BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING FROM ILLEGITMATE USE. I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION 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. '^� �� S / v/��� fcRs SSR` v� ��A m SAT H R E-BERGQUIST, INC. w o ,A 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 476-6000 m CO 19 e�`'�4 FRS P -P ELEVATION o DENOTES BLOCK - BASE_FAWN- DENOTES ADJACENT - NUMBER 05 11 - TCW GRADE TO LOW OPENING RSM ROBERTS. OLSTAD, P.E. Date: O A L( h Lic. No. _ DATE - 06/14/17 (50' TYP.) DENOTES REAR OF BUILDING PAD (60' MIN.) DENOTES LOT NUMBER DENOTES BUILDABLE * PAD AREA DENOTES GARAGE- - FLOOR ELEVATION 1 DENOTES BASEMENT / I FLOOR ELEVATION / 6F �t.t DENOTES HOUSE r DENOTES SPOT LON&I TYPE I LO _ DENOTES EASEMENT _OFITIL _ DENOTES SETBACK Ivo LINE �: LINE x DENOTES LOT CORNER - R I ELEVATION DRIVEWAY SLOPE & ORIENTATION (PER GRADING PLAN ELEVATIONS) 50 25 0 25 50 100 ❑ ❑ ❑ ❑ SCALE IN FEET J 1 � r 1 ' i 6 I VF EXISTING VERT POND / I + EMOVIE FES \ --HP-EOF \ �+ + L4'6MOVE.EXISTING CHANN WITH .3 I+ 1 p RIP,-F�AAQ 0CY AND 168\ i + R J CUL ERT I I/ ANP AY ( I 96 /It It � It I / If If f l l� / / /' / If / 14 �� / DENOTES LOT CORNER BY DATE REVISIONS USE (INCLUDING COPYING, DISTRIBUTION, AND/OR CONVEYANCE OF INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT SATHRE-BERGQUIST, INC.'s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY INDEMNIFY SATHRE-BERGQUIST, INC. OF ALL RESPONSIBILITY. SATHRE-BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING FROM ILLEGITMATE USE. I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION 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. '^� �� S / v/��� fcRs SSR` v� ��A m SAT H R E-BERGQUIST, INC. w o ,A 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 476-6000 m CO 19 e�`'�4 FRS P -P ELEVATION o DENOTES BLOCK - BASE_FAWN- DENOTES ADJACENT - NUMBER 05 11 - TCW GRADE TO LOW OPENING RSM ROBERTS. OLSTAD, P.E. Date: O A L( h Lic. No. _ DATE - 06/14/17 (50' TYP.) DENOTES REAR OF BUILDING PAD (60' MIN.) DENOTES LOT NUMBER DENOTES BUILDABLE * PAD AREA DENOTES GARAGE- - FLOOR ELEVATION 1 DENOTES BASEMENT I FLOOR ELEVATION 6F �t.t DENOTES HOUSE DENOTES SPOT LON&I TYPE ELEVATION LO _ DENOTES EASEMENT _OFITIL _ DENOTES SETBACK Ivo LINE �: LINE x DENOTES LOT CORNER - R I ELEVATION DRIVEWAY SLOPE & ORIENTATION (PER GRADING PLAN ELEVATIONS) 50 25 0 25 50 100 ❑ ❑ ❑ ❑ SCALE IN FEET _ DRAWING NAME NO. BY DATE REVISIONS USE (INCLUDING COPYING, DISTRIBUTION, AND/OR CONVEYANCE OF INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT SATHRE-BERGQUIST, INC.'s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY INDEMNIFY SATHRE-BERGQUIST, INC. OF ALL RESPONSIBILITY. SATHRE-BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING FROM ILLEGITMATE USE. I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION 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. '^� �� S / v/��� fcRs SSR` v� ��A m SAT H R E-BERGQUIST, INC. w o ,A 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 476-6000 m CO 19 e�`'�4 FRS P -P CITY PROJECT NO . GRADING PLAN FAWN HILL H P HOLDINGS, LLC. FILE NO. 37865-001-200 - BASE_FAWN- - - - - - - - - - - - - - - - - _ - - - - - - - - - - - - - - - - - - - - - -- ------------------- - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - -- --- ----- -- --- HANHASSEN MINNESOTA DRAWN BY 05 11 - TCW - CHECKED BY RSM ROBERTS. OLSTAD, P.E. Date: O A L( h Lic. No. _ DATE - 06/14/17 1 /NIL�ET N. — OCA?itJN \ � / / � No \ 96 6 ' I !! I Incl 9aa / ® — _^ i� N 5.7X! co ni co CO LL LL vel �!� 01 2 �ZOT$ e$ 14 �—.978-----I I ame �� Ic �J. /\982- x 91151 .. —97 973A — _ _ _ O -974-- _ 970 EXISTING UTILITIES SHOWN ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ANY AND ALL EXISTING UTILITIES BEFORE COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES ARISING OUT OF HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL EXISTING UTILITIES. I \992 BY DATE REVISIONS USE (INCLUDING COPYING, DISTRIBUTION, AND/OR CONVEYANCE OF I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I SATHRE-BERGQUIST,INCNSTITEXPRES ANILLENIMATEUSEANN. USE WITHOUT' AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY LAWS OF THE STATE OF MINNESOTA. INDEMNIFY SATHRE-BERGQUIST, INC. OF ALL RESPONSIBILITY. SATHRE-BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE S USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING FROM ILLEGITMATE USE. ROBERTS. OLSTAD, P.E. Date: O A � �7 Lic. No.-L/pL/ZB ERS s� �c R� �`' F< w p N SATHRE-BERGQUIST, INC. o A 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 476-0000 c�FRs 9v CITY PROJECT NO. EROSION CONTROL PLAN FAWN HILL HP HOLDINGS, LLC. FILE NO. 37865-001-200 — BASE—FAWN — — — — _ — — — — — — — — — — — _ _ _ _ _ — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - — — — — — — — — — HAN HASSEN MINNESOTA DRAWN BY — 06 11 TCW — CHECKED BY RSM DATE — 06/14/17 \ \ I I \ \ �\ 9R I r / I 992 _ — [cc) (0) ROCK ENTRANCE BERM -- SILT FENCE 3 CONCRETE WASHOUT INLET PROTECTION 9 BLUFF CREEK OVERLAY DISTRICT MONUMENT NOTE: ALL SIGNAGE FOR BLUFF CREEK OVERLAY DISTRICT MUST BE INSTALLED PRIOR TO ANY EARTH DISTURBING ACTIVITY UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER. 50 25 0 25 50 100 0000d SCALE IN FEET DRAWING NAME NO, BY DATE REVISIONS USE (INCLUDING COPYING, DISTRIBUTION, AND/OR CONVEYANCE OF I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I SATHRE-BERGQUIST,INCNSTITEXPRES ANILLENIMATEUSEANN. USE WITHOUT' AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY LAWS OF THE STATE OF MINNESOTA. INDEMNIFY SATHRE-BERGQUIST, INC. OF ALL RESPONSIBILITY. SATHRE-BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE S USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING FROM ILLEGITMATE USE. ROBERTS. OLSTAD, P.E. Date: O A � �7 Lic. No.-L/pL/ZB ERS s� �c R� �`' F< w p N SATHRE-BERGQUIST, INC. o A 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 476-0000 c�FRs 9v CITY PROJECT NO. EROSION CONTROL PLAN FAWN HILL HP HOLDINGS, LLC. FILE NO. 37865-001-200 — BASE—FAWN — — — — _ — — — — — — — — — — — _ _ _ _ _ — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - — — — — — — — — — HAN HASSEN MINNESOTA DRAWN BY — 06 11 TCW — CHECKED BY RSM DATE — 06/14/17 C Street PL Variooe Easement 6' Meta fence post Vwioble denoting curb box. I, top 6- painted blue. I s' Cum bo% With 1 1/4' n stantlplpn and TAP Mary rod - m'w 7 Water Service ` (I rt 1' Type 'K" Copps N HYDRANTS BE (SHOWN) OR Concrete brick support min. si.d 3' thick A 32 tl4�. Water Main NOTES I. Do not plug end of cum stop, P 9 eq 2. Add pimped Pigtail Out stop. co line between the matin and -arm box 3. The Copps write t ob piece of shoo of aping, splices Will not be permitted MUEELLER SUPER CENTURION 211 of the watermain specifications. S. All taps require use of stainless steel saddles m all mains. 6. Sadaes shall be Smith Blair 37;-372 or approved salad as per section 1. SI'. we of boar of butaeea BUTTRESS DIMENSIONS cup TYPICAL ��� WATER PLAN OF COVER SERVICE REtnSER 1n-:6 LNG'NE(= NO DEPARTMEf," PLATE Al 1005 may wry as Img it, paredALL 22 1 BEND 45' BEND 90' BEND/iEE SIT 225 45 90 END HYDRANTS MUST BE PRE -APPROVED BY THE CITY 45 1p Q�10 agoilst fon undisturbed PIPE 45 90 p�jp� 4' 2 3 8 18 2 worth. SIE 8 D1 1 02 1 D2 1 03 1 D3_-2 8 18 1 3 8 17 6" 2 5 2. Dimms:on CI,C2,C3 shard 6' 1'-5' V-5' V -5 I'-5' Y -i 26 2 5 11 25 2 4 11 25 be urge enough to male B' 1'-5' t'-5' 2'-1' V-8' Y-8' :� 3 6 O m 34 3 6 15 33 3 angel 0 owd to a borw 14 32 ®o 4 9 kmm 50 4 9 15. 12' 1'-10" 1'-10' 3'-4' Y-0' 4'-9' 3. Dkmnewn A1.A2A3 shouts 16' 3'-0' YGwpwaflon 48 4 StopC`vba 20 46 Yal%LifD STAl4Ev5 SIEEL an x RoMt 6 12 29 a9 oe posSM20' 7-0' Y-8" S•_8• 7•-4• B'_4" . 5 11 - 63 5 �n T 26 61 20' Nlxrxktgl MJ Odle. 24 P-4' 7-0' 8'-10' 3'-1 W-87 ' 15 35 80 7 14 34 77 6 13 4. 0 - 45' ifinno m. ]0' _ _ 9'-3' 8'-0' ler-0 6 75 24 8 1 17 41 TRAMR Rawl5. 8 16 40 Pau pdywthyone Deeon 8 16 89 30" (YFNi Pr) ANeMerste 121 50 117 R pipe. 20 48 113 9 19 PERV4tE sixWBng6 109 36" 12 "I 59 138 11 23 57 DETNShe 11 22 54 rtstrafnad With MeougatM1rvst 42" 13 28 67 159 13 27 65 153 rptrants m equda 26 62 Plu end 48" 15 wlg9ed 75 179 14 -Sae noxa 72 173 7te,`/wNMAIL.MEY'..� 29 69 167 Fide lace or ural. 3 M dog hcas out. - BE PED DETALL 2111. rVAPoES 1 C.Y. Concrete Enweammt ins Pala ®onnly one bw'mnw SECTION Y1EW �Md�be an Me invade a bide. M gJ aMm PaMI oris L yoPw 2• ta.we the H.a•: IIOLFM Los mm SMO. MO YM WWdNs PVC Bend 4. Precool ovel shall be 1/2 waPed toward onnverrt� _ ,r.' �- BASE SECml zoocm `Spnitmy Sauter OR OR UNDER 2'p -- y. sM' 1 /2'tEiaEad 5yK xll nRwBAGUOR 48• 5. When Me manhole a ca :'4NUFACTUpES SE T HDP[ EPP OR :•I. PRECAST CONCRETE tu'gp yLVy, qT reAOf INFl-SHR1D EXTER'1AL 5E%sLS AT BARREL AND CONE TWEEN FRAT AND RINGS ADJUSTING RINGS F�{l MaIBWsp E -. "R ro"PLAN SEcnW JOINTS ON L-, swis uMLfY[i4Ef a o SANITARY APPLICATIONS OR IW BARRIER REOUIRED ON 6" THICK CONCRETE 2Y APPROVED EWK AS W BENDS PAN 45• BENDS SANITARY STRUCTURES ON. DOLLAR Rt / LVNB6Asto1Thrust REQUIRED M IRED BY E ENGINEER. E DETAL 21M blocking may be a Mega lug cap or plug W/Blue Sas, - Tax vAMdEa qTE vaLM T Core bolts. Pe bock to the previous joint is required. • Balmx End sa:o - res. t Baa 'W^I "a"P'p' Yv+oaa y e _ y net. , Mol BT. BASEOR BWOER CQURSEAOA DETAIL p l 2 OVER Mp x Uw16 p Ysevx' Sop CatraYR x. Atter meeting the test requkemen<e Ne air bleed I{ne (if ♦ ♦ tlOS P¢X1NY1➢E p a) NOTES installed) sholl be disconnected at the pia with no 9 w� rvum aur w oo NOTE& CONCRETE SHAH BE " I. PRECAST CONCRETE ADJUSTING RINGS WALL BE BEDDED WITH t/4 TC I additional compensation, abodoodi fl1°IDwLN�'a an i S'dteNN I.k1 NyxxMrS SHALL NA`4 x MI6. z NmNANT B ¢PW STuaL g AS PER YAMFAa11aES REWelpp4repN OrN IN CONTACT WITHA " CAtl'TINNW lou 1MORAR.- ouc'�wpNiis N dor 7.s' COMER OVER MmeMR LEAD, ''Offs THIS QUADRANT 2. HOPET AND EW AO.USTING RINGS WALL BE INSTALLED NTH Notc 2�a wN Mm mEars 3 ALL PANTED 6RMAGES SNAL BE SUB.FC! To Top TEAR WMRMTY RieOe 1. TNM TOP OF SEAL TO 1' ADM TOP OF RINGS. OF PPE MANUFACTURES SEALANT OR APPROVED EQUAL A water service t h bto aP a nearby )Atront may used L7 I �� As rxRp N gala LOG OF THETMRg1N1 lFSIG11aR1 t XILRNIT l4TALLA1xW Sol NoapE A NraRNrr YM$ CASTING SHOULD NCI REST ON SEAL 3. ALI AD,WISTS SHALL INCLUDE NEW RINGS FRCP CASTING TO GONE. bleed air out of the line, if approved by the engineer. a 10-usT oar cal w5n A -doe OAss sse S. es Io VA MECA-U011 113 a '. PLACE 'MASTICIION TOP OF CONE SECTION AND BENEATH -. n ..,:MS NOT PERMITTED TO USED IN Af)JJSRNC RINGS. q- teTuas - rwl-e.sT Our sea AS» -A -w Tood a0w Ysm nus•. n tool 1CTNAid mATxas N.I. M 1 rEu�iem� AlOA1xr iuwae m ME Vitt 3. NOT TO E oro l USED WHEN THERE ARE NO RINGS OR MORE THAN 18" OF USE aoxaAls Pv+AEE ans do % Fpods Raul Isles /ata Las /.w INR ROOT 6 In XANT. ADA1cTMENT RINGS. N uNp n NwRAr1r m E sEnA¢Er r�D rTM PLwstc sup w eAa m cawIaETE N' arAR TNAi n e err s SERYp. aff SECTION A -A PLAN 22 1/7 BENE': E(+1pff��p b1111d I1f1'm & I BARRIER u11R � 01F BLEED BLEED TYPICAL HYDRANT MANHOLE CASTINGS AND LIDS DETAIL aEle 6. ENGNEERING DEPMENTU CONCRETE ' DETAIL F7'7 N2109 INSTALLATION FILE NONE _ GINEERING DEPARTMENT THRUST T -' 1E ENGINEERING DEPARTMEN? - -' ': �INEERING DEPARTMENT PAR NO.. 1004 �{Q�OP BLACKING - GI4EERING DEPARTMENT ENGINEERING E Ra 100% C Street PL Variooe Easement 6' Meta fence post Vwioble denoting curb box. I, top 6- painted blue. I s' Cum bo% With 1 1/4' n stantlplpn and TAP Mary rod - m'w 7 Water Service ` (I rt 1' Type 'K" Copps N '\ i'Xi" CaZ`Alw Cock Concrete brick support min. si.d 3' thick A 32 Sq In. Water Main NOTES I. Do not plug end of cum stop, P 9 eq 2. Add pimped Pigtail Out stop. co line between the matin and -arm box 3. The Copps write t ob piece of shoo of aping, splices Will not be permitted ra on coal: 4. Corporation Cork to be of the a -lar campreadan tlpe as staled in section xti, 211 of the watermain specifications. S. All taps require use of stainless steel saddles m all mains. 6. Sadaes shall be Smith Blair 37;-372 or approved salad as per section 2.14 of the watennam opeclflcaCans. cup TYPICAL ��� WATER PLAN OF COVER SERVICE REtnSER 1n-:6 LNG'NE(= NO DEPARTMEf," PLATE Al 1005 usitu a,1 5' MNtimum ei Treaui.en �Oa, --:- 7.5 Mnbrnum As�reaired TOP 4Ue m Tyr Nn. 6-60 ova lop of wale train f'w No 1H�0]gt � top of water an. NAME, ® Muaaw No. H-10.161 %L..-.-OPENNIG BLey-Sle-bdw Na. B-5160 illitly-Ste-Ol Value Slem Row. BBS�B Bibb'-Ste---�. Na. B-5160 Provide, VaI. Stem Riders 4' Of Th. S'.,I. a To VII 6- Of Tile Surtoce DROP. U0 Oletanae Prom If The North.. From p Nut Of the Va. To The TOP Nut O The Valve TO / rface I9 Great, Than 9'. The Surface le Greater Than Dade crone AR naEAM waMdjxl IaP to 3/4• brow TOP Atljrlt Lop to 3/4' blowCyte! No 6-60 38rade. Bow f b) xt to T;61 Na 8850 Mgrade. Box to be set to Mulefor NoH-10361 M'oNtl< II" of O6Ms1mm1. 81", -provide ter of ad)xbnern.BLby-Ste-Craw Na. y95p2 2Y BR1bYStrCrois Na 19502 T'T'PLPN NEW No 6860me ueller No. R 10357 Mail N. 14-102$57Myer No 6-550MAM+OLi maca-lne-a A UO 0-5001 EXTENSION efty-SteB-50101 I _ '3 � Ol Ytt Tyw No 58 i4' Cate wive box, wor. Idol Tye Na. 56 t4- Get. udw bad, ewew two. Na 59 ib' 3 Piece. 5 1/4- ed Pzv Na 60 Ia" G bow. I-. /ewtol No. 59 I8 3 piedi 5 1/4' shaft. doze ' caxalR cou. Mueax N0. 58 14• fib round box Na. 80 24' G OmV Y� ealerldW No. 59 2a' Mueller N. 58 14 Bbby-Strbaw 59 m N1eN V'B520 NO 57 9' Gate Value Adopter: 1/4- Baby-Strbor, 20 Vol. and box to be al COtaaR flux,12,1,1 n xxn VH521 Nn 58 Il SNM with Prot«t•.e VB520 Na. 57 9 4F CEiN a Tt0. Ex l__ENgw YB522 No. 59 20' Cootmg I/2' RuEM YB521 N0. 59 14' WraPP°d u par eee0 n[.E_a Y9521 No. 60 28 GasN<I Installed Beiwem vB522 Na 59 20' 7 M'. 6Tupwm w¢cAST The Date Value Mtl v6523 N0. fb 26' 1 W NNOLE Mardi Date Value Adapter. Tyv N. 6860 65- Ia1K a x6 WS.ET AM KI yep➢ Yoaeer No H-10361 65' Dow, Murder w @Olid BLby-Strbdw No. V051fi 60' Appp.a EWaI Tyr N0. 6650 65' 1- wrSPFw w0 uxdRswL Resiianl Wedge Value Mueller No H-10361 65' ButterBY Vave Bew Nov q adii Cmfonning to AWWA Baby-Sto-Crolx N0. V9516 6O Adapts Varve orb Box to M C-509 Standards -5th 1• Br41 yYK aqP. Plastic wapped per Stainless Steel Nuts BOTTW --1 2.050 t Bolts and 3 wwRR Mwx m MAN r xN Bronze Operating Nul. Mtl V„u ,y. fAOli SPACE BETNEEN AwtER , ty .. MAW AND MkbgLE To, ButleOY Val. (16' w larger) C-3rj fe 3 ;. COMOMmis SwW nLL v6w? Dream 450, Henry Pratt Cnaundnog, `rut 8 Line Seal RI Mudie 15M C Convele Black Kenna , American a r.. .Muth a'I lurlwwx V. ut. & berpeaL SECT Nr 1AFW e'vB'a18' Sdb Concrete doeAe = - �� TYPICAL GATE VALVE MTOF TYPICAL BUTTERFLY VALVE MT p AND BOX INSTALLATION �p��p�lWt� Uti1Of AIR REUtf bBNTTIh1DGl1 AND BOX INSTALLATION ��pp����pp���tya��Blpp ravYD. ]-,s PUR Na: U11611116WW/ MANHOLE -c di ENGINEERING DEPARTMENT 1006 , It E' '-I`' ENGiNFERING DEPARTMENT NAR M0. 1001 a 1 7 ENGINEERING DEPARTMENT ,P a1 . L --v1c�°N°is°''Pr r,. de I t 1 emir m all Sather, MINIMUM FEET OF RESTRAINED PIPE REQUIRED PL VARIES B' .;w.« Mmndp (See Pate ztD2) §J , lei ON EACH SIDE OF BEND FOR DUCTILE IRON PIPE - Ax mwaa MaMae C®ting, Lid and ddjNeBag IN xnlW%R Riga (See 1Tlatss 2110 Q 2111.) La1OYR 0.aa (TRP.) _a_ ,eitau waw w4LE sws9wr e.Ld l,•acn o ,: L VARIAHE baN.aen arose Wwalde walna ua and nNareN <' NtgNT MAp ""'sty 1. MCTIw INCREASE MINIMUM LENGTHS BY THE FOLLOWING en0 vow rare Ila: omtw PLO l 21111 6' Concereze Colla «mAxrr coon AMOUNTS IF PIPE IS WRAPPED IN POLYETHYLENE _ _ _ _ - t- p Q J Met Te '!stalled w d,w,yoyt� Pk� ban y Pn with StanOMp IP rumte•cam taxa. T SOS INCREASE ON ALL DEAD ENDS. Lrpn n •1 above 1 Stood repair a«. o _ 20% INCREASE ON ALL BENDS. ror �� scu l + 'eE5 a' I'imwR(sT•�Ir'i- 2rM flnM grade ;op 6" painted 1 r erE YE'K lVE T TO WSTN FT Teen. J- C foam m 1 wtvJe FROM! INVERT TO 3' A9OVE "1 Low. s¢ ' ao1 wsssx aoL tF- xtEWYwN I r 16 6- G16' TEEWuArWsE BN 1F al x (lona' x At I 1 /r cal'MLY tnrwAl s p 1a _ r num wmAs AmeaM xLVL YaP 11Yz•nNN®NaaaA[xaaa6 VILM PLAN VIEW _�_ I:.r.� _ NqL r! Is Rl Riewl�,mxo ub YMIdL VSM A 1,a r Np W Aaei howMSN arta. rj. As rue ansa nn would, r vier " Srrs4W oMs (nEaL'At w .; At0a1 door cAs¢* (twau,. RasYS am DENOTES YFGNUG BENDS rse_'1a'--"clralral?: G-" ^"a•. I ILplws TO g asrn wT ALL MECH. maws :. PIAR caudel .COOL ull xtl qR vkLEs "woo Hqua ts' � - � :. nNaSr gOaAT As RES gros. ANO NwRANTs ,y-._ _: Au NTIxGj AlNM1VI B0.T5 sVi1 M xLE CtlS su Tdual st W BLOaND SHALL M AGAwST Wd51URB[0 YaLS. $LLEVE$ TYPICAL M09 MEGALUG LOCATION USE (INCLUDING COPYING, DISTRIBUTION, AND/OR CONVEYANCE OF INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT SATHRE-BERGQUIST, INC.'s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY INDEMNIFY SATHRE-BERGQUIST, INC. OF ALL RESPONSIBILITY. SATHRE-BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING FROM ILLEGITMATE USE. TV FINISH MADE TOP 8 PMNTFD - GREEN. 3. .m OK%M ON TEEPOS15 ,�• 1 T rmujmL I Il IDENTIFIED IN THE 1992 THE TABLE WAS DEVELOPED FROM SIGN FOR EDITION ED 'THRUST UCTia O PIPE TDR RESEARCH A53 PON PPE', AS PUBLISHED BY THE WCTtE WON PPE RESEARCH ASSODATIW (NMA), THE TABLE ASSUMES CW -GRAN SOL AND TYPE LAYING CONDITIONS, REFER TO dPRA FOR MINIMUM LENGTHS IF diFERENT Sal OR EATING RUCHCONDITOS ARE FFOR MI IERED. 7.V •,_ 1. SOLVENT WE'D ALL JONTS. (NOR G91ElED) '. THEN SANITARY SEWER ALL A E NOT METAL TE POS BY A WA't, - THE HED TAD A WSTNT A FIEV sETK TEE POSTS FROM I. - _ FINISHED MADE AND PANT TOP 6" p POST RORESttNI ERE• - ]. (SEMMT REWRM ON ONINITE PROPERTY F DISTANCE FROM n - ETf®S W FEET. T. Ai i._ P MALL BE 9EF� E^ bI ''Ail A4 BEOpNG 3101-F '.. I- . ti.. _ _ '• -.'•� <. �UF TYPICAL SANITARY SEWER SERVICE (LESS THAN 16' DEEP) 0O�o�'� - N pha xx muN1aN To Mr vvu, •10. emn vasa ns rare stwny wqa aL Rued a and mn .num Pnb mI wnwwz PRakatbra r appmea pod 9a' w ran w h IAMImn b. ahrY • „ Mm g®tar awn t. will 1. Nw- xwo mmM: m pIa Eu•wYwx a¢gTMNa w1.swT. 2. Nand I•pw wwa wwnaa Wyaa arse artyaa ,,."''•� T. w he '.c c .' .. „•..• " - _u. Ix �.:..'L"w •hue w e tea a F a www p:Wst aff''o.. STANDARD SANITARY "-',!HOLE V.I. 12-16 IP Ttt $denim COVER �-',/�( S ^C' 1®Iiio RESTRAINED PIPE REQUIREMENT FOR DIP COVER SANITARY SERVICE RISER spasm z 1s ENGwEERINC DEPARTMENT Pu'R N0' 1009 COYER ° Needed Plug `o H =LYs4p:o-1b xAre pg_ ENGINEERING DEPARTMENT 2001 ri`E A m®eums se 2 warn mwsr.c.,u ��� (GREATER THAN 16' DEEP: PLAN OF COVER vxa L -1e PUR awn: _ Fl = •. _.' _ L ''. -.' 21 CS. .c+aEtt]-ta _ Fro 21C4 caw LL M cs � ENGINEERING DEPARTMENT REWMD: 2 -doe ENGINEERING DEPARTMENT INYE:Q SPECS 1 L PUR Ko.: 1011 SIT 225 45 90 END 22.5 45 1p Q�10 22.5 45 90 p�jp� 4' 2 3 8 18 2 3 8 18 1 3 8 17 6" 2 5 12 26 2 5 11 25 2 4 11 25 8' 3 6 15 34 3 6 15 33 3 6 14 32 12' 4 9 22 50 4 9 21 48 4 8 20 46 16" 6 12 29 65 5 11 27 63 5 11 26 61 20' 7 15 35 80 7 14 34 77 6 13 32 75 24 8 1 17 41 95 8 16 40 92 8 16 38 89 30" 1 10 121 50 117 10 20 48 113 9 19 46 109 36" 12 24 59 138 11 23 57 133 11 22 54 129 42" 13 28 67 159 13 27 65 153 12 26 62 148 48" 15 31 75 179 14 _330fl 72 173 14 29 69 167 am DENOTES YFGNUG BENDS rse_'1a'--"clralral?: G-" ^"a•. I ILplws TO g asrn wT ALL MECH. maws :. PIAR caudel .COOL ull xtl qR vkLEs "woo Hqua ts' � - � :. nNaSr gOaAT As RES gros. ANO NwRANTs ,y-._ _: Au NTIxGj AlNM1VI B0.T5 sVi1 M xLE CtlS su Tdual st W BLOaND SHALL M AGAwST Wd51URB[0 YaLS. $LLEVE$ TYPICAL M09 MEGALUG LOCATION USE (INCLUDING COPYING, DISTRIBUTION, AND/OR CONVEYANCE OF INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT SATHRE-BERGQUIST, INC.'s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY INDEMNIFY SATHRE-BERGQUIST, INC. OF ALL RESPONSIBILITY. SATHRE-BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING FROM ILLEGITMATE USE. -- wort NAL(1'wnrr a e) sort war wa saws 41egV qM rue asarnrz (t+mx r x m w . tf w >r ro gWrwt Pur ac plxam SECT GN A -A PROCESS PRESSURE REDUCING VALVE MANHOLE FINISH MADE TOP 8 PMNTFD - GREEN. 3. .m OK%M ON TEEPOS15 ,�• 1 T rmujmL I Il IDENTIFIED IN THE 1992 THE TABLE WAS DEVELOPED FROM SIGN FOR EDITION ED 'THRUST UCTia O PIPE TDR RESEARCH A53 PON PPE', AS PUBLISHED BY THE WCTtE WON PPE RESEARCH ASSODATIW (NMA), THE TABLE ASSUMES CW -GRAN SOL AND TYPE LAYING CONDITIONS, REFER TO dPRA FOR MINIMUM LENGTHS IF diFERENT Sal OR EATING RUCHCONDITOS ARE FFOR MI IERED. t o - � uPWGCED -T6wPVC •,_ 1. SOLVENT WE'D ALL JONTS. (NOR G91ElED) '. THEN SANITARY SEWER ALL A E NOT METAL TE POS BY A WA't, - THE HED TAD A WSTNT A FIEV sETK TEE POSTS FROM I. - _ FINISHED MADE AND PANT TOP 6" p POST RORESttNI ERE• - ]. (SEMMT REWRM ON ONINITE PROPERTY F DISTANCE FROM n - ETf®S W FEET. T. Ai i._ P MALL BE 9EF� E^ bI ''Ail A4 BEOpNG 3101-F '.. I- . ti.. _ _ '• -.'•� <. �UF TYPICAL SANITARY SEWER SERVICE (LESS THAN 16' DEEP) 0O�o�'� - N pha xx muN1aN To Mr vvu, •10. emn vasa ns rare stwny wqa aL Rued a and mn .num Pnb mI wnwwz PRakatbra r appmea pod S SM' tu$ rusha 1. w ran w h IAMImn b. ahrY • „ Mm g®tar awn t. will 1. Nw- xwo mmM: m pIa Eu•wYwx a¢gTMNa w1.swT. 2. Nand I•pw wwa wwnaa Wyaa arse artyaa ,,."''•� T. w he '.c c .' .. „•..• " - _u. Ix �.:..'L"w •hue w e tea a F a www p:Wst aff''o.. STANDARD SANITARY "-',!HOLE V.I. 12-16 IP Ttt $denim _ All junta n mannan to ria. r�n rupbr go6Ma x1f llreld lemd': aeOle as !spired by the Enq lres. Atlapl DIP to PVL �-',/�( S ^C' 1®Iiio RESTRAINED PIPE REQUIREMENT FOR DIP SANITARY SERVICE RISER spasm z 1s ENGwEERINC DEPARTMENT Pu'R N0' 1009 ELD ti ° Needed Plug `o H =LYs4p:o-1b xAre pg_ ENGINEERING DEPARTMENT 2001 ri`E A m®eums se 2 warn mwsr.c.,u ��� (GREATER THAN 16' DEEP: PLAN OF COVER vxa L -1e PUR awn: _ Fl = •. _.' _ L ''. -.' 21 CS. .c+aEtt]-ta _ Fro 21C4 caw LL M cs � ENGINEERING DEPARTMENT REWMD: 2 -doe ENGINEERING DEPARTMENT INYE:Q SPECS 1 L PUR Ko.: 1011 I'+GINEERING DEPARTMENT _ -_ erexEE eFID N.a,)(XP1 1 en - YANHCLE dA Nnws eo x6' 'bil dna .1. BARRIER' WNER s - SECTION A-ACOVER I2 i BARREN REWIRED ON2' ANITARY STRUCTURES ON1721 3/a' Slahlm Sted Slrppyfeel �� MANHOLE COVER WEIGHT OF T K BOTTOM TOP PMC SDW-26 PIPE 1-N. ROPEPERFOOT¢ RING SEK R DAMESECTION BARS BAR$ ♦Rt r��."MANHOLE 58- 6 N 50 to Wal evey 4 `mva. apoan udnq tamps now 54 2000 LBS 8 6 NO. 50 6 MIN. 2-2'Ap,L RINGSMAX 80' 7 2525 LBS NO. 504 XMin. Sop.. 1/4"/Ft. Pp awn w a•1 out sows 'rexa. 3105 LBS. B 7 N. 504 N0. 30 6 bola. 2 atraPs prSFRVKL 4 NO. 30 HDPE. EPP OR PRE'" N 4 NO 304 Service Marker 84" a va.Nm- NU. 30 4 ADIUSTI 1 5840 LBS B 9 0. SO 4 Na 30 4 _ 66M LBS, N0. MARKERE%COVatlan 1 110/19 7450 LBS 8 9 N0. 50 4 N b 4 Hw,.wive eiWiy betreetPoE Ull9 MANHOLE TOP SLAB (SEE NOTE R)-26 Fosse l 10 ENGINEERING DEPARTMEN tNNE Nc_ - FILE . e pipe and YN w. 31/6' OIAYETFR YN. Wye k service line. (nee note [6 belor. NOTE 2 -PIECE COVER RISER RINGS ARE NOT ALLOW., Ll T 1C ; LLRtas 1. KoT1. Ka -n -Ped monnde a approvedSAMTARY .IMv wRn I �%D nI-•.I dor @ L� -RECaAST HO ST : JNE SECTION MANUFACTURES SEALANT OR MASTIC SEAL BETWEEN !G. BIT. WEAR COURSE A0.t DETAIL BARRIER AND STRUCTC 2 Pipe Mal be at Rush With Y,Qa (AW.T W Ip MA1 r j- Liar GRAVITY YAW . ;- '� Tx w Wye and 45' bend • . • • -`i /z dor wnr Hwna mon a 1 Pit M= 1/e• Fide lace or ural. 3 M dog hcas out. - BE PED DETALL 2111. rVAPoES 1 C.Y. Concrete Enweammt Pala ®onnly one bw'mnw SECTION Y1EW �Md�be an Me invade a bide. M gJ aMm PaMI oris L yoPw 2• ta.we the H.a•: IIOLFM Los mm SMO. MO YM WWdNs PVC Bend 4. Precool ovel shall be 1/2 waPed toward onnverrt� �- BASE `Spnitmy Sauter OR OR UNDER 2'p -- y. sM' 1 /2'tEiaEad 5yK Yrsmmluxr aT prtaa,l nue N rr aw 48• 5. When Me manhole a ca :'4NUFACTUpES SE T HDP[ EPP OR :•I. PRECAST CONCRETE am DENOTES YFGNUG BENDS rse_'1a'--"clralral?: G-" ^"a•. I ILplws TO g asrn wT ALL MECH. maws :. PIAR caudel .COOL ull xtl qR vkLEs "woo Hqua ts' � - � :. nNaSr gOaAT As RES gros. ANO NwRANTs ,y-._ _: Au NTIxGj AlNM1VI B0.T5 sVi1 M xLE CtlS su Tdual st W BLOaND SHALL M AGAwST Wd51URB[0 YaLS. $LLEVE$ TYPICAL M09 MEGALUG LOCATION USE (INCLUDING COPYING, DISTRIBUTION, AND/OR CONVEYANCE OF INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT SATHRE-BERGQUIST, INC.'s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY INDEMNIFY SATHRE-BERGQUIST, INC. OF ALL RESPONSIBILITY. SATHRE-BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING FROM ILLEGITMATE USE. -- wort NAL(1'wnrr a e) sort war wa saws 41egV qM rue asarnrz (t+mx r x m w . tf w >r ro gWrwt Pur ac plxam SECT GN A -A PROCESS PRESSURE REDUCING VALVE MANHOLE Y AA _II� 1 T rmujmL I Il IDENTIFIED IN THE 1992 THE TABLE WAS DEVELOPED FROM SIGN FOR EDITION ED 'THRUST UCTia O PIPE TDR RESEARCH A53 PON PPE', AS PUBLISHED BY THE WCTtE WON PPE RESEARCH ASSODATIW (NMA), THE TABLE ASSUMES CW -GRAN SOL AND TYPE LAYING CONDITIONS, REFER TO dPRA FOR MINIMUM LENGTHS IF diFERENT Sal OR EATING RUCHCONDITOS ARE FFOR MI IERED. r T + I •,_ 1. SOLVENT WE'D ALL JONTS. (NOR G91ElED) '. THEN SANITARY SEWER ALL A E NOT METAL TE POS BY A WA't, - THE HED TAD A WSTNT A FIEV sETK TEE POSTS FROM I. - _ FINISHED MADE AND PANT TOP 6" p POST RORESttNI ERE• - ]. (SEMMT REWRM ON ONINITE PROPERTY F DISTANCE FROM n - ETf®S W FEET. T. Ai i._ P MALL BE 9EF� E^ bI ''Ail A4 BEOpNG 3101-F '.. I- . ti.. _ _ '• -.'•� <. �UF TYPICAL SANITARY SEWER SERVICE (LESS THAN 16' DEEP) 0O�o�'� - LADIES 1. Sd.nt Wad a8 Narita. (Nan Ghot Ad) 2 When Sanime T�y Se Wer tal a is nal A etmPmied by a Wet® Service in n, Mandl a 6' Heavy Metol Fent! Poet Next t0 2 x 2 MO Same Point Nmk« and Paint Top 6" of Post Florescent Orwell. 3. The Use or Bands Shall be Restricted to the Two Shown m This Det il- 4. peanouto are Required an Private Property if Distance from Main to Ho..:'• Exceeds 90 Feet. / S. (%x,Yy,Zz)Coortl'patet a service Hire al any k all bends of ROW (in Cary, County Cosdinatee), s. Whm septa s greater man 26' c-900 pipe enol be used far d«..�• mn',.r,.,. ane vend!.. S SM' tu$ rusha 1. w ran w h IAMImn b. ahrY • „ Mm g®tar awn t. will 1. Nw- xwo mmM: m pIa Eu•wYwx a¢gTMNa w1.swT. 2. Nand I•pw wwa wwnaa Wyaa arse artyaa ,,."''•� T. w he '.c c .' .. „•..• " - _u. Ix �.:..'L"w •hue w e tea a F a www p:Wst aff''o.. STANDARD SANITARY "-',!HOLE Edwin Ie constructed 1 tae 1m.NW , wham Y a It Pmt and sign Mul to ' neat to Me mmhds ' SECTION VIEW Mn"vnum thickness of pr«c+ _ is 8' far 14' Ossp Or Loss, c khowaap 1" n thickness I., Shortened 90' bond Testing 1' of dqM great! frim I < pelwme4 carona b DIY«t fine pomabwn QR� SANITARY SEWER INSIDE DROP MANHOLE Nota£ suer dots1 sur ss awwr vaL. iE wwauso ea ss FFxIIRa Sal tM Yl Wawa was Y Jrl wE rEw 14 aM1[ wAT aro NTE1N41wc x erA NwIMFFSiWr IaWle w Menaaw mw. I� TYPICAL PRESSURE ��N�p���� 1 REDMAINHOLEL �-',/�( S ^C' 1®Iiio RESTRAINED PIPE REQUIREMENT FOR DIP SANITARY SERVICE RISER spasm z 1s ENGwEERINC DEPARTMENT Pu'R N0' 1009 E,+sED: L -1s FwE MO: ENGINEERING DEPARTMENT 101, nLL NwY[: G: NG SPE6 1010 CASTNG t UO AS PEu H =LYs4p:o-1b xAre pg_ ENGINEERING DEPARTMENT 2001 ri`E �2 BTT' WEAR 1� ��� (GREATER THAN 16' DEEP: PLAN OF COVER vxa L -1e PUR awn: _ Fl = •. _.' _ L ''. -.' 21 CS. .c+aEtt]-ta _ Fro 21C4 caw LL M cs � ENGINEERING DEPARTMENT REWMD: 2 -doe ENGINEERING DEPARTMENT INYE:Q SPECS 1 L PUR Ko.: 1011 I'+GINEERING DEPARTMENT No, 2002 cArsm nvynw� roodu wstoa Lamrima&1 YANHCLE dA BARRIER' WNER s - SECTION A-ACOVER BARREN REWIRED ON2' ANITARY STRUCTURES ON1721 REOUNIMENTS ForcW ss Stea etrp,x k Eccentric nae Of manhole TOP COVER REMOVED ��.-� 1 PLAN HE _ A r Sao to be fum'rsned 2Y D'g. ettaet apwrinr.. PLAN NEW ADO YASIIC BETWEEN PROYOE ltd BARRIER WALL SAMTART PLAN M FRAME AND RINGS SEWER YAMNOLES (SEE PLATE 2109) U Man Casting R1755 -E h Litl - MN CASIWG M t ADMSING YNGS AS PER METAL. PATES OIW t TIT) x per ening 2111. R -dandy, juedi 9 t Lia w aro distal 2111. 2Y 6' cokcrzlE COLLAR Inrw Lia Tightening Screw GO s. TH ACona «1 Raga, See Datta 1110. F inks Conal :ala N- IBWLbr ECCENTRIC 1®11®1 SECTION Y zr -' 6' Rin'. Coria• o P«ant Bilden oodFr de Me S -c^ --_- No Rnga R SvmMI of Eprd Md Yaaic Beiwprt Frxne Md F I 4• - ALL JOB11S N MANHOLE LD MA'. xDES CRESTS EllY THE E .Net 0 E,spiir l crul Sear Vol. with Ba.. 4'-p• SIDES AS RFgIREO BY 1K EN Er Ewa t arta vvlvea Y STON we pom�ak a EFh.d � 5 9• IFBCX x Y-6' OAYETER PREW: a I Or Epra Povide T. Flange. TOs. (2) 90' emda µ colown: 41B Mix 0 F E0. 4 n Y Ob. tap aId Wade wigs Sodae. Do a - 2-M BMS ALL MAFS 0 IpDaKC Strap ReauVW m 10' Ow. and Lege Pic.. 2Y Smitn Blare 313 a Equd OF RAMD( OR CODA Facemoin c T 4'_0" Y-0' y DIS I ° BQjE;, Kdl-N-ffk MANNi F:': Contest. Coble ECCENTRIC p WAIERRGIIT MANHOLE d - Y 7Y%6 Prowl Reinforced Concrete Base 1 R' Thal x Y$ NAZI PRl b'- Ring9oAet ATE SVS 111 N 0 8- E0. b 48^ ow Mi Ilk S 12 4e .. v- opyy, Poem structureW.Mucled autade of the tmvNec - LTSGE ilE IMV4L. s: and sMON binstalled e staxad ort to the mchl'i ._ ttANi1RE MOP FORCEMAIN AIR RELEASE MIN COP SLAB MANHOLE WATERTIGHT �� VALVE MANHOLE 48" DIA. SECTION MANHOLE - - _ - - _ •._HwR .1 "F `L ENGINEERING DEPAR'YE':' ' No.: 2106 L NwEoas Col ENGINEERING DEPARTMENT PUR Np` 2107 to- is ENGINEERING DEPARTMENT 2105 ru ''sN•" ONE EXTRA BAR IN BOTTOM USE (INCLUDING COPYING, DISTRIBUTION, AND/OR CONVEYANCE OF INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT SATHRE-BERGQUIST, INC.'s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY INDEMNIFY SATHRE-BERGQUIST, INC. OF ALL RESPONSIBILITY. SATHRE-BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING FROM ILLEGITMATE USE. I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WASlel PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. / - aL S yj��� Y AA _II� 1 T rmujmL I Il 25' -'S r T + I TCW - I-47Li-Z S SM' tu$ rusha 1. 07 11 I' 2r RSM DATE ROBERT S. MOLSTAD, P.E. Date: 04-P C7 Lic. No. ZpL/Z8 ,,,,� rwr RWx-YANHO.E CASTNG t UO AS PEu H �2 BTT' WEAR 1� TWO EXTRA BAR IN BOTTOM PLAN OF COVER i COVOr dA, s DETNL PUTES (2110 t 21ts1 K " BIT BASE cArsm nvynw� roodu wstoa Lamrima&1 YANHCLE dA BARRIER' WNER s - SECTION A-ACOVER BARREN REWIRED ON2' ANITARY STRUCTURES ON1721 REOUNIMENTS �� MANHOLE COVER WEIGHT OF T K BOTTOM TOP RING SEK R DAMESECTION BARS BAR$ ♦Rt r��."MANHOLE 58- 6 N 50 54 2000 LBS 8 6 NO. 50 6 MIN. 2-2'Ap,L RINGSMAX 80' 7 2525 LBS NO. 504 N0. 30 6 66 3105 LBS. B 7 N. 504 N0. 30 6 we toy 4 NO. 30 HDPE. EPP OR PRE'" N 4 NO 304 84" 5710 LBS. B' 9 N0. 504 NU. 30 4 ADIUSTI 1 5840 LBS B 9 0. SO 4 Na 30 4 _ 66M LBS, N0. N0. 4 1 110/19 7450 LBS 8 9 N0. 50 4 N b 4 6' THICK CONCPF�1 k\ Ull9 MANHOLE TOP SLAB COLLAR Fosse l 10 ENGINEERING DEPARTMEN tNNE Nc_ - FILE . e DESIGNER NO. BY DATE REVISIONS USE (INCLUDING COPYING, DISTRIBUTION, AND/OR CONVEYANCE OF INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT SATHRE-BERGQUIST, INC.'s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY INDEMNIFY SATHRE-BERGQUIST, INC. OF ALL RESPONSIBILITY. SATHRE-BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING FROM ILLEGITMATE USE. I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WASlel PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. / - aL S yj��� cD���Rs S�R`�o u N SAT H RE-BERGQUIST, INC. # 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 476-6000 NED Al cti P`P `'� FRS 1 T rmujmL I Il 25' -'S FILE NO. 37865-001-200 TCW - DRAWN BY S SM' tu$ rusha 1. 07 11 TCW CHECKED BY RSM DATE ROBERT S. MOLSTAD, P.E. Date: 04-P C7 Lic. No. ZpL/Z8 ,,,,� rwr RWx-YANHO.E CASTNG t UO AS PEu �2 BTT' WEAR 1� DETNL PUTES (2110 t 21ts1 BIT BASE cArsm nvynw� roodu wstoa Lamrima&1 BARRIER' WNER BARREN REWIRED ON2' ANITARY STRUCTURES ON1721 �� RING SEK SEE DETAIL 2102 ♦Rt r��."MANHOLE MIN. 2-2'Ap,L RINGSMAX T•Iw�p11�R 3 A0.' RINGS we toy HDPE. EPP OR PRE'" •CONCRETE ADIUSTI i CONCRETE COLLAR 6' THICK CONCPF�1 k\ COLLAR 31/6' NOTE 2 -PIECE COVER RISER RINGS ARE NOT ALLOW., Ll T 1C ; LLRtas .IMv wRn I �%D nI-•.I dor @ L� -RECaAST HO ST : JNE SECTION MANUFACTURES SEALANT OR MASTIC SEAL BETWEEN !G. BIT. WEAR COURSE A0.t DETAIL BARRIER AND STRUCTC Y,Qa (AW.T W Ip MA1 r j- Liar `N4d.E CASTING t UD SHALL Pit M= 1/e• - BE PED DETALL 2111. rVAPoES aTmlL. (so aNq M gJ aMm PaMI oris L IIOLFM Los mm SMO. MO YM WWdNs -- �- BASE OR OR UNDER -- y. sM' 1 /2'tEiaEad 5yK 48• :'4NUFACTUpES SE T HDP[ EPP OR :•I. PRECAST CONCRETE tu'gp yLVy, qT reAOf INFl-SHR1D EXTER'1AL 5E%sLS AT BARREL AND CONE TWEEN FRAT AND RINGS ADJUSTING RINGS F�{l MaIBWsp E -. "R SEcnW JOINTS ON L-, swis uMLfY[i4Ef a o SANITARY APPLICATIONS OR IW BARRIER REOUIRED ON 6" THICK CONCRETE 2Y APPROVED EWK AS SANITARY STRUCTURES ON. DOLLAR Rt / REQUIRED M IRED BY E ENGINEER. E DETAL 21M Sas, - Tax vAMdEa • Balmx End sa:o - res. BT. BASEOR BWOER CQURSEAOA DETAIL p ♦ ♦ tlOS NOTES w� rvum aur w oo I. PRECAST CONCRETE ADJUSTING RINGS WALL BE BEDDED WITH t/4 TC I abodoodi fl1°IDwLN�'a an i S'dteNN CAtl'TINNW lou 1MORAR.- ouc'�wpNiis ''Offs 2. HOPET AND EW AO.USTING RINGS WALL BE INSTALLED NTH 2�a wN Mm mEars 1. TNM TOP OF SEAL TO 1' ADM TOP OF RINGS. MANUFACTURES SEALANT OR APPROVED EQUAL L7 I �� CASTING SHOULD NCI REST ON SEAL 3. ALI AD,WISTS SHALL INCLUDE NEW RINGS FRCP CASTING TO GONE. a 10-usT oar cal w5n A -doe OAss sse '. PLACE 'MASTICIION TOP OF CONE SECTION AND BENEATH -. n ..,:MS NOT PERMITTED TO USED IN Af)JJSRNC RINGS. q- teTuas - rwl-e.sT Our sea AS» -A -w Tood a0w Ysm nus•. n tool 1CTNAid mATxas 3. NOT TO E oro l USED WHEN THERE ARE NO RINGS OR MORE THAN 18" OF USE aoxaAls Pv+AEE ans do % Fpods Raul Isles /ata Las /.w ADA1cTMENT RINGS. N aff E(+1pff��p b1111d I1f1'm & I BARRIER u11R � MANHOLE CASTING AND ADJUSTING DETAIL ,1Q�y��p� <r011N1lI�Jfll MANHOLE CASTINGS AND LIDS DETAIL aEle 6. ENGNEERING DEPMENTU M.: 2111 ENGNEE `ARTMENT 2110 F7'7 N2109 FILE NONE _ GINEERING DEPARTMENT DESIGNER NO. BY DATE REVISIONS USE (INCLUDING COPYING, DISTRIBUTION, AND/OR CONVEYANCE OF INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT SATHRE-BERGQUIST, INC.'s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY INDEMNIFY SATHRE-BERGQUIST, INC. OF ALL RESPONSIBILITY. SATHRE-BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING FROM ILLEGITMATE USE. I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WASlel PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. / - aL S yj��� cD���Rs S�R`�o u N SAT H RE-BERGQUIST, INC. # 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 476-6000 NED Al cti P`P `'� FRS 1 T rmujmL I Il DETAIL SHEETS FAWN HILL H P HOLDINGS, LLC. FILE NO. 37865-001-200 TCW - DRAWN BY CHANHASSEN, MINNESOTA 07 11 TCW CHECKED BY RSM DATE ROBERT S. MOLSTAD, P.E. Date: 04-P C7 Lic. No. ZpL/Z8 ,,,,� I Pipe Dian. --/• va•N-. M � Vaies Natural Ground) The bottom of the trench shall be shaped to fit the pipe bone, for at least aro of the ou?side diameter ® Compacted native fill materials F-IMNDOT 3149.28 ® MNDOT 3149.2H NOTES. Wren existing soil conditions are not acceptable for CackMl and/o, compactlo• in the Pipe Zone, pipe brequir and backfill Moll be used as shown above. 2. foundation soils ngemb aril be required to e al. ne Mf depth of the pipe beaccd em with M material if needed. Pipe foundation material Mall De accordance with MNDOT 3149.2-1 cower filter aggregate. S Trench slopes shill conform to curtest OSHA rules and regulations far excavations a=d !rent es. CM OF PIPE BEDDING =® IN POOR SOILS -am ENGINEERING DEPARTMENT RATE 2201 NEWAH R-4342 awR OR IMiahp EWK se erwN 2110 her e]utbowt respy 6' Conrete Polar JI' 2Y aANE1IF01KM. Ta ,AN551 Or N SIRS AT r O.C. RTIC st SALL5 TO E %BEAST SUCTION -Po3 OI4rpG AS Alowl - th CDA,;. BASE SIWL E 6 adult w RACE oR 5- GEGs' St -AB �pC�M�p�OL�FEry CATCH BASIN UOB�B�It>D� 27" DIAMETER tensEn,o-Ifi ENGINEERING DEPARTMENT RA!E Ia 3103 TLE .WME:G G SKCS 310] Swit Twp A us AS All ET•A a" Ewe aN M E'6 ADLYTENIS ass . Gdi% E4aw Au Va INF Sin Sia Aon rsTer5 pDFne r Trt aI11ET Rfi A st }eLL E MpWF6 m ries, am E M EA Nw .nor.•,.¢ e RV OF M Vie s mwo,c MSI W.Mrla YANEZ MBI[eA r e =S, ret FW weEle T r J Ew A E IWar® wle MS LNFa ea 9d ser wAt EeNT® M SIM. TY r QNT0. p10TR a NCOL IYM M6 CMr E r�INT won r�irFa ASE �I�a sus as rEa'aJ ML. Arc he a0ui _ p _ 01 salCoilix ilicen la s,II m Saw W Wless aselon SKIMMER STRUCTURE IO�IEe WEIR MANHOLE ENGINEERING DEPARTMENT "IE •0 31098 Ccmppted Native f7 afariy. Canppeaccled to % of Omsit'y/dvd :I - 12• III I =_ LI III i z' Outsde � z' Rye drrhetw -' xd Ground The bottom of the trench shall be shaped to fit the piGe barrot fa at 1eyFt 50� of the outside diameter CS' 1WIan epipe sod pip. beth ae not oa<plcale for beastused ll cons/r pmppti„• i We Rye ape, PIPs beddnq and borARl MM ore used as Mlosn on detai plate 2201. Trento Mopes Meal conform to current OSHA rules and regulations fa - interactions ra f,enches. CtFYOP PIPE BEDDING N GOOD SOILS C99= RCP & DIP ENGINEERING DEPARTMENT FNIE In. 220, ]2 t ♦' EENAF R -OA G EWAL 000E Ra - YJ' r 4-0 . slit" t t/C dour M al wGK AMT wM fi' TPLAN s -r --I 5. -I . Leyr 1 fi'T -r SECTION A -A 2 -No. 5 BENT rAsvKrc ELEV� SECT. BMF$ 6'-4- 11wG ,AYe ENThire CURB OPENING apq 5- Gip BASIN Rua e- ,t s Tata WAS axis • 11- Iq, W Y aFB tr alilER coNa6II CLwB tr sumix t cmaErz east, Pia E SECTION B -B A OO6TRp1ED Br oases Lars STEL-fi X1 Bole . 4'-4Lair. AT r ac TOE ON 10P Aor aAWr14 StIll . • • a B A< M$ FORT ORe- atWlµ smL. XO. A T • � �� •• - III-gWsl BMs . Y -Y LaIO To E a �* f . (AUTOR Glev TOP r SWR STEEL :MFa A aB 91a1T "a l 4 NO 4 `ijh._i7KJ- GtlIG BASS . Y -a- L. ro EA vex t/Y aEM Heed - / �mmy44�SS Saila, .Ae NO SCALE �1qPLAN C1f1OF HIGH CAPACITY C CATCH BASIN IN 6618 CONCRETE CUR; 'RINMID. 2-m ENGINEERING DEPARTMENT RAff w.. 3105 nLE XWE: G: XG SPECS JIM d H B (fJEG.I y TN.) (IN) MDs. ImAic, IN.) Ys D DrentN 12 34 190 230 12 i i w > /957. ensity/ 15 34 130 230 12 24" MNDOT 3149.2B Se,-.- 16 34 1YI 230 12 GranWae Brea ("Jes 21 -44-1-Q-00 12 Varies 24 44 140 220 12 1 27 ad 140 220 12 : W 54 150 210 12 36 54 150 210 12 1E 24I'''777 Granular Borrow zz Own. NINE 6• Concrete <elwr 2- ���� II -11411 /�� Embedment Raw Material wow, MNDOT 3149.28 6' of cl oundatlon Material NROOT 3149.2-1 If Required sle i ee sto-- , "ec" Denotes Outsi l Diameter o/ Pipe 2' 2' Outsami Pye Dide etr ® Crr,paated native fit, materia/958 procto MNDOT 3149.28 n00000000 NOTES: 1. A soils Engineer will be required to determine the depth of the pipe foundation embedmrl maleid if needed. Pipe fountlaban motrid shot be in ecrcat AW MNOOT 3149.211 course filter aggregate. 2. P.V.C. bedding Mail be MNDOT 3149.213 Streit granular borrow with IW% passing a 3/4" Siete, and less than 10% passing a NO. ZOO sieve. H ¢.cavo...I -rd trrches- 'O" ri,q rubber garatc .£ 9 PIPE BEDDING �C�R�TpC�OL%F1p� COMIIADL1011 FOR P.V.C. PIPE E15FD. 11 to ENGINEERING DEPARTMENT RATE p" 2203 nLT NAEFQ\ENG\5PECS\x2:,: Precent canrete seotbn WR FRONT SDE BAFFLE PANEL TOP VIEW OF SUMP )M- GIA. ANCHOR Nal MANHOLE CASnN:. . I' ST Lb A6 PER DETA I' II I' t' STEEL NE FRAME 7 NUT WAOCK 1 H WASHER 1 DETAIL A OUTLET T INLET Ys D SIDE VIEW OF SUMP This generic detail does not mcanpass the sung. fit, and applKObiily of the Baffle e this speCiric Va,w,L It Is the ultimate responsibility of the design m9inew, to assure z the design is :n crndimce .Re all applicable laws and n¢rmtims. affof BAFFLE STRUCTURE STANDARD SUMP MANHOLE W/BAFFLE REVISL'.d :E . ENGINEERING DEPARTMcNTPLATE 1O. 3116 rtE NAME: L:L SECS J:,O NOW 0 Compacted Native Fill y this . 8-e1e yep. Wee N tatyet4nSurr /uch r d. So Material, Compactetl to DrentN werroR.w Noma, R-YI67-Y r t8 Wale 5vrtlountmle of the Stantlard' Concrete Gpb 1- V Gals Mahn Des,n yner ne cape /957. ensity/ __l 24" MNDOT 3149.2B Se,-.- FranF t exist g GranWae Brea ("Jes SECTION A -A Varies R3067 -V cast4p and se MNDOT 149.28 gratecr equal See detail 2110 rr rep adoslme•'. Granular Borrow zz Own. NINE 6• Concrete <elwr 2- ���� II -11411 /�� Embedment Raw Material wow, MNDOT 3149.28 6' of cl oundatlon Material NROOT 3149.2-1 If Required sle i ee sto-- , "ec" Denotes Outsi l Diameter o/ Pipe 2' 2' Outsami Pye Dide etr ® Crr,paated native fit, materia/958 procto MNDOT 3149.28 ® MNDOT 3149.24 NOTES: 1. A soils Engineer will be required to determine the depth of the pipe foundation embedmrl maleid if needed. Pipe fountlaban motrid shot be in ecrcat AW MNOOT 3149.211 course filter aggregate. 2. P.V.C. bedding Mail be MNDOT 3149.213 Streit granular borrow with IW% passing a 3/4" Siete, and less than 10% passing a NO. ZOO sieve. 3. Trench s ore, shut conform to current OSHA rules and regulations far ¢.cavo...I -rd trrches- 'O" ri,q rubber garatc .£ 9 PIPE BEDDING �C�R�TpC�OL%F1p� COMIIADL1011 FOR P.V.C. PIPE E15FD. 11 to ENGINEERING DEPARTMENT RATE p" 2203 nLT NAEFQ\ENG\5PECS\x2:,: NOW 0 aN art a unr to ehowithorwal y this . 8-e1e yep. Wee N tatyet4nSurr /uch r d. So I DrentN werroR.w Noma, R-YI67-Y r t8 Wale 5vrtlountmle 6tA" sunexurea le cmww ass a Prior fA`/ eP A weer, w ut rSrad Y 'So i OYew awa9^ 9+Nr IFe grads. "Newah R-Jlda1-'.N Yv1T ae wed A at a la Dein. ISOMETRIC Net la Stye 2-(tax-BO'tmp Rmms s 5 TrmYlim LI-� 5' irmytlan _ 1 S Seed ion er ewe Y I /uch r d. So I DrentN Tock Coon - 2357 5vrtlountmle 2'-MNDOT 2780 SPNW0330B Concrete Gpb 1- V Gals Mahn Des,n yner ne cape x-N-ea'Tnnp Reeds __l 24" MNDOT 3149.2B Se,-.- FranF t exist g GranWae Brea ("Jes SECTION A -A Not to scale R3067 -V cast4p and Not to Show gratecr equal ffff■ I CURB CONSTRUCTION t,us�N� AT CATCH BASIN NEERING DEPARTMENT 3106 0. PL 36 130' 15.5' to Rack 15.5' to Bash Wear Cours to be 1/2• Abse Edge of Gutter •pY IF -F -- 1' anl0e Seed 2"-MNDOT 2360 SPWEA340C /uch r d. So FILE NO. 37865-001-200 DrentN Tock Coon - 2357 5vrtlountmle 2'-MNDOT 2780 SPNW0330B Concrete Gpb 1- V Gals Mahn 24' NNDOT 3149.28 saleet 12"-aas 5 Aggregate &- WWWIr bars (' note 7) 24" MNDOT 3149.2B Se,-.- Not to scale GranWae Brea ("Jes a a Ipw pante Not to scale NOTES I. Typical right -ort -way -60'. Maximum street grade TOIL 3. Mnimum street grade 0.75% 4. g' Tpsoo dated in disturbed aeos 2 Roes sod behind curb. 6. The bituminous wearing surface MMI be placed We next construction season Mowing p..I of the bftumnous base. ,. A test d of the prepared subgrade Moll be performed. r In the presence of a city Inspector. The city has Me authority to requ:,: addtpnd subgrode correctpn based on We test roll. 5. Dror ile east be paced tong both sides of roodwey. See plate 5232 tc. deloas. Cff u TYPICAL RESIDENTIAL STREET SECTION ENGINEERING DEPARTMENT PRATE No_ 5200 SHOWN AS TYPICAL TY 1 0.0 12 PROPOSED SEWER 18' YN sEPAaAnaw -`dvuld 6- OF 1, i' 4• DIRECT BURY UPACTED SANDrl �.__ / sTMNSOMI [� NSULATION ✓-MtEAN OR AS DIRECTED BY TME ENGINEER. i ONE PIPE LENGTH Notes 1, INSMAIDN DETAILS SITE SPECIM SEE ENGINEER FOR APPROVAL BEFORE COVSTRLCIi04. 2. IN51%ATION AND COMPACTED SID 9111011 EXTEND 12" PAST OUTSIDE OF P,PE, 3, INSLLATMN SHALL OVERLAP AT JO" BY A YIN W OF IY. C tiff INSULATED PIPE CROSSING IL'INEERING DEPARTMENT PU TE NO AVD • •j y•�.1 ♦�•� RIPRAP R1 its �[..i���A�`�):2�T.I•� �� �1�T�� '•1�-•�•� iii+i1• PLAN R�"IRFNIENTS NTS NI RECLINEDPIPE DIA RIPRAP GRANUI-AR FILTER REQUIRE, 12' TO 24" 8 to 12 Cy M-3 UNDER RJR RAP AND 2 ♦LAYERS .L-3 FABRIC OR EQUALSC AND UP 62 CY and up ♦ .. MI•- ' . IPRAPGcohul,v Filter (NNOOT 3601.2B SECTI Geoteattle Filter Type III NTs RIPRAP Filter (MNDOT 3501.26 ee Filter Type RIP RAP DETAIL MI K 0. PL Weo to -se t0 We 1/2 - above ecge of gutty NQT3 T. Tpiml right-of-woy-60'. 2 Mo.inwn treat Wade 7.0%. 3- MInimum strait grade 0.75% 4. 5' Tpd placed In d'etroed crag. 5. 2 RMA add behind dura. 6. The Mtumnou. wearing wftxe all be placed We next canstncoan season felowng Placement of t -e bituminous base. A lest roll dl the prepared subg.ade MMI be perfotneQ 'n the presenre of a City nVo,zor. The city has Me athromy to n o- odd�Gand subgrade c ret Ue= Cued to We test Poll. TYPICAL aff OF COMMERCIAL/INDUSTRIAL MAM STREET SECTION I. ER,NG DEPARTMENT RATE W.: 520`' :1£ WIEa .G 3FE5 N: Manhole Carting, Lid and Rings Adpstap RI^(See Pla2110 L 2111) 6" Concrete Collar --* Manhole Nps total ba Neenah R -19111J. 16' an a, it, Steps Shell the on Downslrwm Side Unless Pipe Diametr to 18 d t ha ptnfin n mannde to hate '0•riTq ruDDe gasH,ata CF I { -0' >I side /-Pipe Moll to cut off 4' sones Me / I.... of the internal wall. 1.'�Precast wvrte Must to / Pae d 2" To and Benches VI SECTION EW Peed z' Terra the Inve,t --Nla9nwar officer. of precast base Yeo is 6' far 14- depth or Iw and eloeasee W a Rlklke Mao 'Waives of 6' at depths great,, than 14' r R the Structure Is larger Mm Air diameter. TE. r. At rias houses MMI be grouted DoIM1 inside antl oubias of We structure. 2. when We manhole or catch basin stnicture is constructed outside of We flowied roadway a withaes post and sign (MH) Mall be installed next to the Mf: - 3. If O sump W is required, . mininum sump dept Of 4' Mari be consbucted !Move Me lowest aye i',e" M the elNature. CMOF STANDARD STORM MANHOLE nAre Nor: 3100 ENGINEERING DEPARTMENT Ss qty Nate No. 3107 far ryrap paarnent. To lest 3 Pipe Plats. -1 Use 2 the bolt fort. per )ores, Inrtell At BO iron top or act. of pipe. Anchor qq ISOMETRIC NTS 1 �A . Provide 3 anchor Pipe to faster, Irall ,it to Woad who sectlan. Hot dy gdvanae after fabrication. s• TRASH WAND SIZING Rye Size Box's s ' Bolts tY-1 B' 3/4-0 4e 5/8- 21•-44 1 . 6" 3/P 48--7Y 1 1/4.0 12- 1_ Anchor both sides, h 1. All en Meed concrete ower,, Mabe lueniened R inNdled without Intel 9 G•a unfil otherwise sp.RwdI 2. al rhew ranfrcso concrete aprpe on new Saye Ma haw, We pinta trod bac' w the fret 3 pinta frown the apron. 3.w rerforcM e prang an wxlstng pipe ando l ttied to tat first �: intent to the Saran. 4. �"rds Mlm only be piaced an Were; when sp«ihd. CROW FLARED END SECTION CDNIBAUfn DEPARTMENT "'Pia NO- 3108 0. tg' 1 Min. 2'-WDOT 2360 SPWEA340C - Ted, Coat - 2357 Y -M WT 2360 SPNW3308 12' -Clea 5 Aggregate Bees 24- "DOT 3149.20 Select (Ranula Bonov (`See Note 7) Be 0. 5 Aq••egate Base Shoulder Not to scale NOTES 1. Tpica Nght-of-say-64Y. 2 Maximum sNest grade 7.0% 3. MnhxAl ,beet gross 0.75% 4. e' Tpd Placed n tlatorted arena 5. 2 Rafts sad behind oura. 6. The bitumnwa wrong sureas shall be Placed tier rad consWcten aeasan NallowLg pidereent of We bttumlnaus base. 7. A test roll N the papred sub rade Athol be prefte ned. in the presence 0 o ally hapaelr. The city has the oubprity to rcguifs additional subgsa a correction bases an the test fair. TYPICAL RURAL ISNBM STREET SECTION REVISED !G_- L'eGWEEWNG DEPARTMENT AAtE NQ. 5202 FEE N -a "• NOTE,V pae (Shown) Gate Mdi be used at of low points. /T Face a Curti`77 t 0"vection of na PLAN CalMbcein custu+g Grata to be 2' Delo. Rr'3ao6¢i a -v mel'yy ttw Wade. euro b roue, 5' transti n, caro on each witle of See detai 3' rdaus ov odpYing o armantal c"r:. 21f0 for ring adjust W. Tp of Curb 24'X36' 8' mitt concrete calx Precast 5• 3' Nninum grouted an baM 1M Y Gout ,raid. and outside. 6•Mn, bele SECTION S Steps Mal We ooyaed la e cutch Uas. curb S e t ma storm. sewer manndo: No itng to be 1o1. encased in cr,rete ara zeatin. . No blob st.cbres re dlawed. MTOFSTORM SEWER CATCH BASIN 2' X 3' RECTANGULAR r+. RATE tIO: .. ;.I:I'hG DEPARTMENT 31 n. •. NgDBle t. petse ex se Pin. a (2) piers :. AS mYY shell M hl-dbprd-9aw^brd See Draw A -A r Lt a DD ,/4-.,• Flat SteLL S4 tic est Say He ,R' 4 • IRC Her INa. Slm: 514 Bals set ..n Pio rmshr. SbuCWe Req,i3O (2) Plee Got. Ger DRwFg 1/4' Siwe Clew -. Rem : +Yon:. 9'w12' HVL DETAIL A -A j euget-N Wl LF Maweb,kyly „"rte FwN+d toner,. Lmaad A- among .rwvra w »M vWt a cutlet FIPer. ie Nbt tons j,xR. Ose to W ext fled. W plat aff POND OUTLET 011111110111 CONTROL STRUCTURE _mtna ENGINEERING DEPARTMENT 177Na. 3109 www -. e.wK:G SPEGS ata IF -F -- At mulch W sod 2"-MNWT 2360 SRWEB440C LLLI - .F,S ,.noew Coro - - Tack pat - 2357 Y-MNDOT 2360 SPNW3300 LLL FILE NO. 37865-001-200 Tod, coot - 2357 DETM 2 les'-MNDOT 2360 SPNIN3306 L2' MNDOT 2360 SPWEA340C TACK COAT 2357 12--0a. 5 aggregate base 1- V Gals Mahn 24' NNDOT 3149.28 saleet DATE WWWIr bars (' note 7) 2- 58 Gots shat be uses Not to scale NQT3 T. Tpiml right-of-woy-60'. 2 Mo.inwn treat Wade 7.0%. 3- MInimum strait grade 0.75% 4. 5' Tpd placed In d'etroed crag. 5. 2 RMA add behind dura. 6. The Mtumnou. wearing wftxe all be placed We next canstncoan season felowng Placement of t -e bituminous base. A lest roll dl the prepared subg.ade MMI be perfotneQ 'n the presenre of a City nVo,zor. The city has Me athromy to n o- odd�Gand subgrade c ret Ue= Cued to We test Poll. TYPICAL aff OF COMMERCIAL/INDUSTRIAL MAM STREET SECTION I. ER,NG DEPARTMENT RATE W.: 520`' :1£ WIEa .G 3FE5 N: Manhole Carting, Lid and Rings Adpstap RI^(See Pla2110 L 2111) 6" Concrete Collar --* Manhole Nps total ba Neenah R -19111J. 16' an a, it, Steps Shell the on Downslrwm Side Unless Pipe Diametr to 18 d t ha ptnfin n mannde to hate '0•riTq ruDDe gasH,ata CF I { -0' >I side /-Pipe Moll to cut off 4' sones Me / I.... of the internal wall. 1.'�Precast wvrte Must to / Pae d 2" To and Benches VI SECTION EW Peed z' Terra the Inve,t --Nla9nwar officer. of precast base Yeo is 6' far 14- depth or Iw and eloeasee W a Rlklke Mao 'Waives of 6' at depths great,, than 14' r R the Structure Is larger Mm Air diameter. TE. r. At rias houses MMI be grouted DoIM1 inside antl oubias of We structure. 2. when We manhole or catch basin stnicture is constructed outside of We flowied roadway a withaes post and sign (MH) Mall be installed next to the Mf: - 3. If O sump W is required, . mininum sump dept Of 4' Mari be consbucted !Move Me lowest aye i',e" M the elNature. CMOF STANDARD STORM MANHOLE nAre Nor: 3100 ENGINEERING DEPARTMENT Ss qty Nate No. 3107 far ryrap paarnent. To lest 3 Pipe Plats. -1 Use 2 the bolt fort. per )ores, Inrtell At BO iron top or act. of pipe. Anchor qq ISOMETRIC NTS 1 �A . Provide 3 anchor Pipe to faster, Irall ,it to Woad who sectlan. Hot dy gdvanae after fabrication. s• TRASH WAND SIZING Rye Size Box's s ' Bolts tY-1 B' 3/4-0 4e 5/8- 21•-44 1 . 6" 3/P 48--7Y 1 1/4.0 12- 1_ Anchor both sides, h 1. All en Meed concrete ower,, Mabe lueniened R inNdled without Intel 9 G•a unfil otherwise sp.RwdI 2. al rhew ranfrcso concrete aprpe on new Saye Ma haw, We pinta trod bac' w the fret 3 pinta frown the apron. 3.w rerforcM e prang an wxlstng pipe ando l ttied to tat first �: intent to the Saran. 4. �"rds Mlm only be piaced an Were; when sp«ihd. CROW FLARED END SECTION CDNIBAUfn DEPARTMENT "'Pia NO- 3108 0. tg' 1 Min. 2'-WDOT 2360 SPWEA340C - Ted, Coat - 2357 Y -M WT 2360 SPNW3308 12' -Clea 5 Aggregate Bees 24- "DOT 3149.20 Select (Ranula Bonov (`See Note 7) Be 0. 5 Aq••egate Base Shoulder Not to scale NOTES 1. Tpica Nght-of-say-64Y. 2 Maximum sNest grade 7.0% 3. MnhxAl ,beet gross 0.75% 4. e' Tpd Placed n tlatorted arena 5. 2 Rafts sad behind oura. 6. The bitumnwa wrong sureas shall be Placed tier rad consWcten aeasan NallowLg pidereent of We bttumlnaus base. 7. A test roll N the papred sub rade Athol be prefte ned. in the presence 0 o ally hapaelr. The city has the oubprity to rcguifs additional subgsa a correction bases an the test fair. TYPICAL RURAL ISNBM STREET SECTION REVISED !G_- L'eGWEEWNG DEPARTMENT AAtE NQ. 5202 FEE N -a "• NOTE,V pae (Shown) Gate Mdi be used at of low points. /T Face a Curti`77 t 0"vection of na PLAN CalMbcein custu+g Grata to be 2' Delo. Rr'3ao6¢i a -v mel'yy ttw Wade. euro b roue, 5' transti n, caro on each witle of See detai 3' rdaus ov odpYing o armantal c"r:. 21f0 for ring adjust W. Tp of Curb 24'X36' 8' mitt concrete calx Precast 5• 3' Nninum grouted an baM 1M Y Gout ,raid. and outside. 6•Mn, bele SECTION S Steps Mal We ooyaed la e cutch Uas. curb S e t ma storm. sewer manndo: No itng to be 1o1. encased in cr,rete ara zeatin. . No blob st.cbres re dlawed. MTOFSTORM SEWER CATCH BASIN 2' X 3' RECTANGULAR r+. RATE tIO: .. ;.I:I'hG DEPARTMENT 31 n. •. NgDBle t. petse ex se Pin. a (2) piers :. AS mYY shell M hl-dbprd-9aw^brd See Draw A -A r Lt a DD ,/4-.,• Flat SteLL S4 tic est Say He ,R' 4 • IRC Her INa. Slm: 514 Bals set ..n Pio rmshr. SbuCWe Req,i3O (2) Plee Got. Ger DRwFg 1/4' Siwe Clew -. Rem : +Yon:. 9'w12' HVL DETAIL A -A j euget-N Wl LF Maweb,kyly „"rte FwN+d toner,. Lmaad A- among .rwvra w »M vWt a cutlet FIPer. ie Nbt tons j,xR. Ose to W ext fled. W plat aff POND OUTLET 011111110111 CONTROL STRUCTURE _mtna ENGINEERING DEPARTMENT 177Na. 3109 www -. e.wK:G SPEGS ata PATCHING NOTES: 1. SAW CUT ALL EDGES, REtrV,E BOWS&SO 5 PATCH AREA AND ENOUCH CLASS 5 MATERIAL TO 4000IJMOOATE BTUMTNXMS PATCH. 2 MECIMtlCAL COMPACTION OF GRAVEL BASE REQUIRED PRIOR TO PAVING, 3. APPLY TACK TC ALL EDGES CONTRACTOR MAY USE WENT COURSE MATP!Ai.!IN r�J OF BASE COURSE MATERIAL. 4. '1AACTOR TO CONSOLIDATE BASE COURSE PATCH. 5. '.... ILRSE TO FULLY COOL BEFORE PLACING WEAR COURSE. 6. RE - Aa- '_ 'ACK TO ALL EDGES (IF HEEDED) AND PATCHED BASE AREA. 7 - - -: TO CENTER. REMOVE OR ADO MATERIAL DURIr::-. . ';E AND LEVEL WH SURROUNDING SURFACES. Can'-:. .-YE ALL PATCHES PRIOR TO APPROVAL- B. PPROVALB. ANOOT 2_60-0RDINA.rl COMPACTION METHOD REW IMI). 9. PATCHED AREA. SIMALL MATCH RMADS EXWNG THICKNESS FOR SECTION. TYPICAL STREET 11®s� PATCHING BITUMINOUS xEwsm: 10-16 NGINEERING DEPARTMENTS: 5202A iF HYC: G:1FNa`VF,S\520 - TYPICAL BITUMINOUS PATCH DETAIL EXISTING BINWOUS SURFACE 04 { SAWCUT ALL BITUMINOUS E - (TYP ) OLANNott FILE NO. 37865-001-200 11ANev, ran rower DETM L2' MNDOT 2360 SPWEA340C TACK COAT 2357 08 11 1- V Gals Mahn 2' MNDOT 2360 SPNW83308 DATE 12' MN. CUSS S. 100% CRUSHED AGGREGATE BASE. PATCHING NOTES: 1. SAW CUT ALL EDGES, REtrV,E BOWS&SO 5 PATCH AREA AND ENOUCH CLASS 5 MATERIAL TO 4000IJMOOATE BTUMTNXMS PATCH. 2 MECIMtlCAL COMPACTION OF GRAVEL BASE REQUIRED PRIOR TO PAVING, 3. APPLY TACK TC ALL EDGES CONTRACTOR MAY USE WENT COURSE MATP!Ai.!IN r�J OF BASE COURSE MATERIAL. 4. '1AACTOR TO CONSOLIDATE BASE COURSE PATCH. 5. '.... ILRSE TO FULLY COOL BEFORE PLACING WEAR COURSE. 6. RE - Aa- '_ 'ACK TO ALL EDGES (IF HEEDED) AND PATCHED BASE AREA. 7 - - -: TO CENTER. REMOVE OR ADO MATERIAL DURIr::-. . ';E AND LEVEL WH SURROUNDING SURFACES. Can'-:. .-YE ALL PATCHES PRIOR TO APPROVAL- B. PPROVALB. ANOOT 2_60-0RDINA.rl COMPACTION METHOD REW IMI). 9. PATCHED AREA. SIMALL MATCH RMADS EXWNG THICKNESS FOR SECTION. TYPICAL STREET 11®s� PATCHING BITUMINOUS xEwsm: 10-16 NGINEERING DEPARTMENTS: 5202A iF HYC: G:1FNa`VF,S\520 - TYPICAL BITUMINOUS PATCH AROUND CASTINGS DETAIL 'FAACUT ALL I3,TUMIINWS /111 D, �GA�1 VAI-VEMAN HOLEOR f.)�(Iillllll. &TUMIWs SURFACE 24' SN ABOVE CASTING I I L- TA MNDOT 2360 SPWF.A340C TACK 2357 2' L��NNGOTOOT 22,150 SPNWB3308 PATCHING NOTES: I. SAW CUT AND TACK ALL EDGES, REMOVE BITUMINOUS PATCH AREA AND ENOtDH CUSS 5 MATERO4. TO ACCOMMODATE BITUMINOUS PATCH. 2 MECHANMK COMPALTDN OF GRAVEL RISE REWIRED PRIOR TO PAVING. 3. CONTRACTOR MAY USE WEAR COURSE MATERIAL IN UEU OF WE COURSE "TOR . 4. USE VIBRATORY SLED TAMPER ON BASE COURSE PATCH. 5. ALLOW RASE COURSE TO FULLY COOL BEFORE PULING YEAR COURSE. 6. ONLY MNDOT APPROVED RELEASE AGENTS MAY BE USED OVER CAS-.'�.:-. 7. RE -APPLY TAO( TO ALL EDGES (R NEEDED) AND PATCHED BASE AREA. 6. ROLL PATCH FROM EDGES TO CENTER. REMOVE OR ADD MATERIAL D,.R.N;i ROLLING SO PATCH IS TRUE AND LEVEL WITH SURROUNDING SURFACES. CONTRACTOR TO STMNGUNE ALL PATCHES PRIOR TO APPRf7JAL 9. MNOOT 2360-CRDINMY COMPACTION METHOD REQUIRED. 10. PATCHED MEAS SHALL MATCH ROADS EXISTING THICKNESS FOR SECTION. TYPICAL STREET PATCHING AT MANHOLES OR GATE VALVES (BITUMINOUS) REvrsED: 10-16 ENGINEERING DEPARTMENT RIME Na_ 5202B FR£ XWE:R DESIGNER NO. BY DATE REVISIONS 2a-036' sloe epering ,u "IF, unwell. Ile %ew Now. 04 R3a67-V or eau, OLANNott FILE NO. 37865-001-200 11ANev, ran rower DETM *'Nexacto 08 11 1- V Gals Mahn RSM DATE ROBERTS. MOLSTAD, P.E. L8 Date: 7 Lic. NO. )° 2- 58 Gots shat be uses PLAN VIEW a a Ipw pante wiflax Greater a. owing R3067 -V cast4p and gratecr equal See detail 2110 rr rep adoslme•'. IL Own. NINE 6• Concrete <elwr Owe ���� II -11411 Raw Concrete Yob pr detail 2108. wow, of cl 111 � �Rn lophow, f�bl l v ed%!n E 10111, 7 geode of Ramek o ratio,. fi AB faints In maxwells e to bo Veraw 'O" ri,q rubber garatc .£ 9 4-0' tip. 5• he Precent canrete seotbn Morholie sips, Neenah R1981J or Saudi 16" on rrne-.. 11'11Yrlwn Will "ell al Yon IS 6' for 14' depth W Ion ,v nasaes to a mNYnum Yee 00'. - « of Ir at depta Wplr Man 14 �E�T-1Q- the Structure N loge Mm 48• n S d etr. 1. Deghpses Mas be yauted boat red, and outeiie of thr. ehurtun. 2. No bec, alrucwrs re clewed. Grout DOlty„ of md,hds t< 1/2 to eineNknt 3. If mp a required a mM:mum apTNw cape and Y at ppard or, sump twin f 4' gall be constructed WWt ext. beew tat alrucWm CMDF TYPICAL 4' DIAMETER CATCH BASIN MANHOLE ENGINEERING DEPARTMENT MTE p. 3102 TYPICAL BITUMINOUS PATCH AROUND CASTINGS DETAIL 'FAACUT ALL I3,TUMIINWS /111 D, �GA�1 VAI-VEMAN HOLEOR f.)�(Iillllll. &TUMIWs SURFACE 24' SN ABOVE CASTING I I L- TA MNDOT 2360 SPWF.A340C TACK 2357 2' L��NNGOTOOT 22,150 SPNWB3308 PATCHING NOTES: I. SAW CUT AND TACK ALL EDGES, REMOVE BITUMINOUS PATCH AREA AND ENOtDH CUSS 5 MATERO4. TO ACCOMMODATE BITUMINOUS PATCH. 2 MECHANMK COMPALTDN OF GRAVEL RISE REWIRED PRIOR TO PAVING. 3. CONTRACTOR MAY USE WEAR COURSE MATERIAL IN UEU OF WE COURSE "TOR . 4. USE VIBRATORY SLED TAMPER ON BASE COURSE PATCH. 5. ALLOW RASE COURSE TO FULLY COOL BEFORE PULING YEAR COURSE. 6. ONLY MNDOT APPROVED RELEASE AGENTS MAY BE USED OVER CAS-.'�.:-. 7. RE -APPLY TAO( TO ALL EDGES (R NEEDED) AND PATCHED BASE AREA. 6. ROLL PATCH FROM EDGES TO CENTER. REMOVE OR ADD MATERIAL D,.R.N;i ROLLING SO PATCH IS TRUE AND LEVEL WITH SURROUNDING SURFACES. CONTRACTOR TO STMNGUNE ALL PATCHES PRIOR TO APPRf7JAL 9. MNOOT 2360-CRDINMY COMPACTION METHOD REQUIRED. 10. PATCHED MEAS SHALL MATCH ROADS EXISTING THICKNESS FOR SECTION. TYPICAL STREET PATCHING AT MANHOLES OR GATE VALVES (BITUMINOUS) REvrsED: 10-16 ENGINEERING DEPARTMENT RIME Na_ 5202B FR£ XWE:R DESIGNER NO. BY DATE REVISIONS I unwell. Ile %ew Now. 04 I T rKUUt1EI rvU. DETAIL SHEETS FAWN HILL H P HOLDINGS, LLC. FILE NO. 37865-001-200 11ANev, ran rower DETM CHANHASSEN, MINNESOTA 08 11 �ul lawn, Wake NRCI- RSM DATE ROBERTS. MOLSTAD, P.E. L8 Date: 7 Lic. NO. )° Ir 0-F13 Will PLAN VIEW wiflax Greater a. owing IL Own. NINE 1 -,If • _ - - - Owe ���� II -11411 Raw wow, 111 � �Rn 10111, -N STRUCTURE TYPICAL BITUMINOUS PATCH AROUND CASTINGS DETAIL 'FAACUT ALL I3,TUMIINWS /111 D, �GA�1 VAI-VEMAN HOLEOR f.)�(Iillllll. &TUMIWs SURFACE 24' SN ABOVE CASTING I I L- TA MNDOT 2360 SPWF.A340C TACK 2357 2' L��NNGOTOOT 22,150 SPNWB3308 PATCHING NOTES: I. SAW CUT AND TACK ALL EDGES, REMOVE BITUMINOUS PATCH AREA AND ENOtDH CUSS 5 MATERO4. TO ACCOMMODATE BITUMINOUS PATCH. 2 MECHANMK COMPALTDN OF GRAVEL RISE REWIRED PRIOR TO PAVING. 3. CONTRACTOR MAY USE WEAR COURSE MATERIAL IN UEU OF WE COURSE "TOR . 4. USE VIBRATORY SLED TAMPER ON BASE COURSE PATCH. 5. ALLOW RASE COURSE TO FULLY COOL BEFORE PULING YEAR COURSE. 6. ONLY MNDOT APPROVED RELEASE AGENTS MAY BE USED OVER CAS-.'�.:-. 7. RE -APPLY TAO( TO ALL EDGES (R NEEDED) AND PATCHED BASE AREA. 6. ROLL PATCH FROM EDGES TO CENTER. REMOVE OR ADD MATERIAL D,.R.N;i ROLLING SO PATCH IS TRUE AND LEVEL WITH SURROUNDING SURFACES. CONTRACTOR TO STMNGUNE ALL PATCHES PRIOR TO APPRf7JAL 9. MNOOT 2360-CRDINMY COMPACTION METHOD REQUIRED. 10. PATCHED MEAS SHALL MATCH ROADS EXISTING THICKNESS FOR SECTION. TYPICAL STREET PATCHING AT MANHOLES OR GATE VALVES (BITUMINOUS) REvrsED: 10-16 ENGINEERING DEPARTMENT RIME Na_ 5202B FR£ XWE:R DESIGNER NO. BY DATE REVISIONS USE (INCLUDING COPYING, DISTRIBUTION, AND/OR CONVEYANCE OF INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT SATHRE-BERGQUIST, INC.'s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY INDEMNIFY SATHRE-BERGQUIST, INC. OF ALL RESPONSIBILITY. SATHRE-BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING FROM ILLEGITMATE USE. I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WASC.1 PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. J • S yj/���� EERSl S�R`�o w N SATHRE-BERGQUIST, INC. 150 SOUTH BROADWAY WAYZATA N , MN. 55391 (952) 476 6000 cNFRS PVP? I T rKUUt1EI rvU. DETAIL SHEETS FAWN HILL H P HOLDINGS, LLC. FILE NO. 37865-001-200 TCW --- DRAWN BY CHANHASSEN, MINNESOTA 08 11 TCW CHECKED BY RSM DATE ROBERTS. MOLSTAD, P.E. L8 Date: 7 Lic. NO. )° 06/14/17 VARIABLE IOL I~ HYDRANT I..� VALVE BOX 6' VA PARI (SEE PLANS I 1/a PER FT. SL aFE To ROADWAY CURB 4 C1A55 5 BAST 2' 3' 2.6' um. OR CONCRI SEE NOTES BELOW NOTES TYPICAL fi THICK CONCRETE SIDEWALK. 2 USE 8' THICK FOR COMMERICAL DRIVEWAY CROSSING. NCL LIE 1_5 ONC ANEL ON EACH 90E (r DRIVEWAY TO BE P' N 7LICKNESS. CONCRETE t�9E� SIDEWALK REVISED: 10-7 ENGINEERING DEPARTMENT mAT 'M 5214 I¢L VIREO G\SF's':11< 6' 1 DetanCe 10 C VRlatlle 1/2'r - -I 3'r Top Bitummoue Matnid TAI Sign 1/Yr m Moue /t 3 4- GORDO DRIB - BOU Diectiane -- -- I I -rupw P.C. 18, 18' MnDOT eels 3Le. calaete art and Gutter 6" t I 1/2"r •Top Bituminous Material /2"r t N WDOT 8612Concree Curb and Gutter n34 URMOl E , Frier DNY lith Private Drherap. Parking L= or MNiane. 28'R 12'R 16' TW Bitumboo. MateNd 88'R ,y Y \ 2- •171/2" 6' height 17 1/2-10.1/2' SVrmopn[able eonc+ete CUro m d Gate. Yd l � �2B' �-I C 1 1/8, I SRLHvlWe Surtoce �- BBLmmWe GLfG I C Sloe Fprmed 2' 11 sEcnoN a -a TYPICAL CURB ppC�[�FpI�OpF� t�em�SRTMEEI AND GUTTER 3. Nil. .,.,ac-nc IT, 44 rebtrs Is 2 on renters for wiige. ENGINEERING DEPARTMENT'S 5203 Et a VARIABLE IOL I~ HYDRANT I..� VALVE BOX 6' VA PARI (SEE PLANS I 1/a PER FT. SL aFE To ROADWAY CURB 4 C1A55 5 BAST 2' 3' 2.6' um. OR CONCRI SEE NOTES BELOW NOTES TYPICAL fi THICK CONCRETE SIDEWALK. 2 USE 8' THICK FOR COMMERICAL DRIVEWAY CROSSING. NCL LIE 1_5 ONC ANEL ON EACH 90E (r DRIVEWAY TO BE P' N 7LICKNESS. CONCRETE t�9E� SIDEWALK REVISED: 10-7 ENGINEERING DEPARTMENT mAT 'M 5214 I¢L VIREO G\SF's':11< F Typical Street B Traffic Sign Instolmtic^s S[N]L NIR! U CM1bU1Ml. S6fYR ((� 9' . 42'DWde Fowl TAI Sign 3.WER: Jownslrsam Mnnhde NO ___ AlumilLm Sbrt Sign Cue Rettuiretl GORDO DRIB - BOU Diectiane -- -- I I -rupw P.C. Cepth at P.L. (P'm'ish Surface to Uvrt) _ 3Le. Joerretrearn MorMlde Na. S.mlMed Galbe fred Stell Post i 9516 CURB .i Gd Stell A GUTTER LAI 5• = URMOl E Post 2.42 LBS/FT. (2) 5/16' a 1' A 'n Ed Part Bdte p A TYPICAL COLLECTOR RADIUS - 30' oet b e 6' height Anchor Plote 4 ill WaeMn Yd l Kleen Break FLLE WNE_R\V*G\4£.W21 aED: 3-16 Model 425 Or 2' 11 sEcnoN a -a qua. - _ • 3. Nil. .,.,ac-nc IT, 44 rebtrs Is 2 on renters for wiige. LB. 10' Andlar - Conaete InetdbtbnPrumoticaAy Et a CONCRETE VALLEY GUTTER TYPICAL SOA bNoNNia MTE Na. 5206 - ... - a o Pedestrian e 4: ` -_ Page f 4 ® ��.mNveu vN. N. r..ax rRRenrNwrla.H NOTES L For a LacNIW of street T PATE NC '. 5215D Signseandnd fou fa Traffic Signs. F - contact952 Cha Street " do EE SLNwb[reent 952-227-1303. I�Ifep 1i�lu[ . Material Sr ja Se of Storatlans SPNO, 4.11 of 5tandrtl Street " :.IHOUT gi i - a I� Street Signs Shell se Et white Lettering an Dark Brown W a •. I BacKgroond Double Foced DG3 A High mterefty on 0.08 Numinum. 4. For Private Shaeb. Syn. Shell - -� be the Same as Above. E.oept Letheing to M elite on Blue Background. STREET AND TRAFFIC SIGN INSTALLATION ENGINEERING DEPARTMENT "AT NO, 5217 F t S[N]L NIR! U CM1bU1Ml. S6fYR ((� SbMt NO, _.1__ _ Rom, Pbl/Akiboa Nrcae__ 3.WER: Jownslrsam Mnnhde NO ___ n � _wI of C.L of Sever Yam DIetrce from Sever Man to Cerloul X of lade fm SeMc! to be installed P.C. Cepth at P.L. (P'm'ish Surface to Uvrt) _ a� Joerretrearn MorMlde Na. P e . SzeL a? Type of Seance Nye_ 9516 CURB .i :are Sto, Cryo Go. Coordmat. X__-_ r _ z _ A GUTTER LAI 5• = URMOl E TRMSTCN Re a WTTE^ WGUTT A A, TYPICAL RESIDENTIAL RADIUS - 20' A TYPICAL COLLECTOR RADIUS - 30' STANDARD SERVICE 6' height TIE CARD MNISEO. 2-16 Yd l 5' Img VanMUond height arb'mp FLLE WNE_R\V*G\4£.W21 aED: 3-16 ag�egale base r' sEcnoN a -a No Scot --MNDOT B618 CONC. C R G 51NB/WNTMLE C AT G' SECTION A -A 3. Nil. .,.,ac-nc IT, 44 rebtrs Is 2 on renters for wiige. CM CMOF STREET INTERSECTION e01 r6va® ore bop smr[ CONCRETE VALLEY GUTTER TYPICAL CURB MTE Na. 5206 RA,' Pedestrian Curb Ramps a Page �g Pedestrian Curb Romps Page Hof 5 PLVRo to -le ENGINEERING DEPARTMENT N.AR 1D, 5215 nLE wMc c W.G a szls CHANHASSEN FIRE DEPARTMENT POLICY REQUIREMENTS FOR FIRE LANE SIGNAGE NO PARKING 1. NOTES, S TO BE A MINIMUM OF 12 x FIRE 2. RED ON WHITE Is PREFFERED. LANE 3. 31A OR EWAL ENGINEER'S GRADE REFLECTIVE SHEETING ON ALUMINUM IS PREFFERED. 1 4. YARDING SHALL BE: NO PARKING FRE LANE 5. SIGNS SHALL SE POSTED AT EAC, ENO OF THE FIRE LANE AND AT LEAST AT EVERY 75' INTERVALS ALONG THE FIRE LANE 6. ALL SIGNS SHAH BE DOUBLE SIDE:1 : FACING THE DIRECTION OF TRAVEL z 7. POST SHALL BE SET BACK A WMWUM OF 24' BUT NOT MORE THAN 36' FROM THE BACK OF CURB. B. A FIRE LANE SHALL BE REWIRED IN FRONT OF FIRE DEPARTMENT 2' WN. CONNECTIONS EXTENDING 5' ON EACH SIDE AND ALONG ALL MEAS DESMATED BY TETE FIRE CHIEF. CURB CHANHASSEN FIRE DEPARTMENT FIRE PREVENTION POLICY 06-1991 DATED JMUARY 15, 1991 MY DEVIATION FROM THE ABOVE PROCEDURES SHALL BE SUBMITTED IN WRITING. NTH A SITE PLAN, FOR APPROVAL BY THE FIRE CHIEF. :T IS THE INTENTION OF THE FIRE DEPARTMENT TO ENSURE CONTINUITY THROUGHOUT THE CITY BY PROVIDING THESE PROCEDURES FOR MARKING OF FIRE LANES FIRE LANE �o®R SIGNAGE p RLXYI) 1 -IOL �.. 5218 FILE HMR: a1FNGtYFa\szla ENGINEERING DEPARTMENT R.O.W. aD_zs CIRCUM 45.5 RAD1U5e285.88'/380' ___ __� I `4 STANDARD CUL-DE-SAC P CO 11ND. 49RAD. URBAN 45_5' RAD. RURAL 40'. RAD.^ NOTE: ••AW DISTANCE FOR STREET WIDTHS ARE MEASURED TO BACK OF CURB. PLUS fi GRAVEL SHOULDER (RURAL) cm OF TYPICAL maw CUL-DE-SAC INE wee: Erq\�Fcs\SINS t'. •.G DEPARTMENT - - tri.6 a IM 11 °edestrian Curb Ramps QI image 2 of 5 ws un - �'F•v_ 5215A TY PROJECT NO_ t S[N]L NIR! U CM1bU1Ml. S6fYR ((� SbMt NO, _.1__ _ Rom, Pbl/Akiboa Nrcae__ 3.WER: Jownslrsam Mnnhde NO ___ eta. at P.L. from Doenaleorn MaMI __. _wI of C.L of Sever Yam DIetrce from Sever Man to Cerloul X of lade fm SeMc! to be installed -ength. Size and Type of Service PIPs Cepth at P.L. (P'm'ish Surface to Uvrt) _ Ne(n to Ron Horizantd Dbtonre_- Ribber Vatkd Height__. Joerretrearn MorMlde Na. ta. at P.L. from DobInstreom MonWe___+___ e . SzeL a? Type of Seance Nye_ 3apU at P.i'niM Surf. to Curb Stop dodo) :are Sto, Cryo Go. Coordmat. X__-_ r _ z _ L -Denotes Selo Srw. End 0-0notr Water SeI End (SHOW SKETCH WTH TIES HERE) IeY Gutter by 8' cwumv F- TI by Ow Leevlt +a oNu by -. 1k. rtrt +nq 1:., y ..o � 1� M N.glh u,rw. 1L oW la aN M N .N .o pvmmwl A -- STANDARD SERVICE �pC��Yl'pI�OpFp MOBBO61Moe TIE CARD MNISEO. 2-16 ENGINEERING DEPARTMENT PIAT Ha.. 5221 FLLE WNE_R\V*G\4£.W21 UffoF I Pedestrian Curb Romps MEIZII Page 3 of 5 nc«sm lo-lsI w/a[ 7 IWM:G\F]IG\SECS ST.50 ENGINEERING DL'r1AF'A}ENT 521 ',P ME V AGGREGATE BASE NNDOT SELECT GRMJLM BORROW COURSE FILTER AGGREGATE z MNOQi 31491 g W 12 DEEP fV N - GRADE TO ARAN CLAY Slit -ON 4' PERFORATED PPE SM M NC':;H CLAY SUB -GRADE FOR PPE PLACEMENT TRENCH DETAIL Perforotec PVC PIPE DETAIL s' cont GROUT AROUND 1. CLEANOUTS REWIRED AT 300' INTERVALS R PIPE ENDING POINTS NOTES 2- SWING TIES TO BE SHOWN ON AS -GUILTS FOR ALL CIEMOUTS AND ENDING POINTS TO ALL MA NTILES 3. CPENNGS N STRUCTURE FOR DRANTILE TO - - ff FABRICATED OR CORE MILLED. - 4. THIS DETAIL TD BE USED WHEN 2' OR MORE OF EXISTING SOIL SLR CUT IS NECESSARY. S ALL DRAINTILE TO HAVE TRACER WRES QR� 4" SUB -SURFACE DRAINTILE aEYSEo.3-16 ENGINEERING DEPARTMENT PLAT: NO: 5232 ME xAUF:a�F1x 3/4' Per foot e ? t _ MIN. 2.M / MAX 4.5A S 4VMm :a .,,-- Use Slab ReMlorcwnmt `e' Dar 5 bur Mddentol to Cup:-" ire �'g � 35' Mo.. bwetnd/Cemmerda A Right-of-lAey_ - - - - - - -.._.. __ _ _ 11 E1alonaaV Jaint ryp Bltummoue later sawca E.parlsAon Joint .nt JOlnle m (zs' T.apsRlon) IeY Gutter by 8' No Sme se j4 (1/2') rebs MM remtorcemNlt In r.al p1.1 O 6' from exh edge Tyout Go hey r A -- 5. Aggrrpte used In U. conoete mibb shot be grrlfte.. A +--woter6ow 36 f-3/49ope Per foot IHIR, •. hn Wd • 4.- • . r s K' Ap- < e. T stele.. e r ♦.• aED: 3-16 ag�egale base 4 /4 Reber sEcnoN a -a No Scot I. 1/2 P fom+etl pmt flNar ,,aterid - AASHTO U211 2. Cohtr.tla Join•. 8' D.C.in Cror Cotter. 3. Nil. .,.,ac-nc IT, 44 rebtrs Is 2 on renters for wiige. a fOF STREET INTERSECTION e01 r6va® ore bop smr[ CONCRETE VALLEY GUTTER REVISED: 1D-16 ENGINEERING DEPARTMENT MTE Na. 5206 FAE NUW:o NGw . UffoF I Pedestrian Curb Romps MEIZII Page 3 of 5 nc«sm lo-lsI w/a[ 7 IWM:G\F]IG\SECS ST.50 ENGINEERING DL'r1AF'A}ENT 521 ',P ME V AGGREGATE BASE NNDOT SELECT GRMJLM BORROW COURSE FILTER AGGREGATE z MNOQi 31491 g W 12 DEEP fV N - GRADE TO ARAN CLAY Slit -ON 4' PERFORATED PPE SM M NC':;H CLAY SUB -GRADE FOR PPE PLACEMENT TRENCH DETAIL Perforotec PVC PIPE DETAIL s' cont GROUT AROUND 1. CLEANOUTS REWIRED AT 300' INTERVALS R PIPE ENDING POINTS NOTES 2- SWING TIES TO BE SHOWN ON AS -GUILTS FOR ALL CIEMOUTS AND ENDING POINTS TO ALL MA NTILES 3. CPENNGS N STRUCTURE FOR DRANTILE TO - - ff FABRICATED OR CORE MILLED. - 4. THIS DETAIL TD BE USED WHEN 2' OR MORE OF EXISTING SOIL SLR CUT IS NECESSARY. S ALL DRAINTILE TO HAVE TRACER WRES QR� 4" SUB -SURFACE DRAINTILE aEYSEo.3-16 ENGINEERING DEPARTMENT PLAT: NO: 5232 ME xAUF:a�F1x 3/4' Per foot e ? t _ MIN. 2.M / MAX 4.5A S 4VMm :a .,,-- Use Slab ReMlorcwnmt `e' Dar 5 bur Mddentol to Cup:-" ire \,z� 35' Mo.. bwetnd/Cemmerda A Right-of-lAey_ - - - - - - -.._.. __ _ _ 11 Box eetdbd ova ryp Bltummoue later sawca Pe .nt JOlnle m $poemspecir :,. . in E:pmelon Joint (tyy) PLAN IeY Gutter by 8' No Sme se j4 (1/2') rebs MM remtorcemNlt In r.al p1.1 O 6' from exh edge •wa to be 2' on center, being B• W venter In the .utter. r a Si WW,C,bn9 .ectiOn to The right -of -soy b the rme Cue The he, pa 1 , n 1 s Is 4.5 4. Maimvm DaVemml Mope daeM w'U' 3O o Ua treat %. 5. Aggrrpte used In U. conoete mibb shot be grrlfte.. 6- If of. shutoff be m UI. dHNNOy Pmeenent a cover Cue manufoctaed b. t js Iy�erl. tl1l O� COMMERCIAL/INDUSTRIAL RESIDENTIAL CONCRETE DRIVEWAY APRON; aED: 3-16 ENGINEERING DEPARTMENT MT Na. 5207 t- e Neeeb -r FRTMENT .F No ----52N$ - - TOUT - 6 e01 r6va® ore bop smr[ MTA AbX A EM R Y +Am • W ONNL r -r sof sAb nil Pedestrian Curb Ramps a Page ® ��.mNveu vN. N. r..ax rRRenrNwrla.H 3, T PATE NC '. 5215D , 10 errAf Pr! . bb bebho lew.I...W.wsa.mxb w ..w 5 1 " do EE i I�Ifep 1i�lu[ . _ NTR NOUS ja 'NTRAN :.IHOUT gi i ENGINEERING DEPARTMENT tt' 3 Et .� W a •. I a � UffoF I Pedestrian Curb Romps MEIZII Page 3 of 5 nc«sm lo-lsI w/a[ 7 IWM:G\F]IG\SECS ST.50 ENGINEERING DL'r1AF'A}ENT 521 ',P ME V AGGREGATE BASE NNDOT SELECT GRMJLM BORROW COURSE FILTER AGGREGATE z MNOQi 31491 g W 12 DEEP fV N - GRADE TO ARAN CLAY Slit -ON 4' PERFORATED PPE SM M NC':;H CLAY SUB -GRADE FOR PPE PLACEMENT TRENCH DETAIL Perforotec PVC PIPE DETAIL s' cont GROUT AROUND 1. CLEANOUTS REWIRED AT 300' INTERVALS R PIPE ENDING POINTS NOTES 2- SWING TIES TO BE SHOWN ON AS -GUILTS FOR ALL CIEMOUTS AND ENDING POINTS TO ALL MA NTILES 3. CPENNGS N STRUCTURE FOR DRANTILE TO - - ff FABRICATED OR CORE MILLED. - 4. THIS DETAIL TD BE USED WHEN 2' OR MORE OF EXISTING SOIL SLR CUT IS NECESSARY. S ALL DRAINTILE TO HAVE TRACER WRES QR� 4" SUB -SURFACE DRAINTILE aEYSEo.3-16 ENGINEERING DEPARTMENT PLAT: NO: 5232 ME xAUF:a�F1x 3/4' Per foot e ? is' 5' _ MIN. 2.M / MAX 4.5A r 4VMm , .,,-- Use Slab ReMlorcwnmt `e' Dar 5 bur Mddentol to Cup:-" SECTION A -A No Scab 35' Mo.. bwetnd/Cemmerda A Right-of-lAey_ - - - - - - -.._.. __ _ _ Tit_ -..A Coro a Glttr� 861E aro h GLt ,.. Box eetdbd ova ryp Bltummoue later sawca Pe .nt JOlnle m $poemspecir :,. . in E:pmelon Joint (tyy) PLAN IeY Gutter by 8' No Sme se j4 (1/2') rebs MM remtorcemNlt In r.al p1.1 O 6' from exh edge •wa to be 2' on center, being B• W venter In the .utter. . ContrMion joins MaY be 1/3 the dep9i of the Mao. a Si WW,C,bn9 .ectiOn to The right -of -soy b the rme Cue The he, pa 1 , n 1 s Is 4.5 4. Maimvm DaVemml Mope daeM w'U' 3O o Ua treat %. 5. Aggrrpte used In U. conoete mibb shot be grrlfte.. 6- If of. shutoff be m UI. dHNNOy Pmeenent a cover Cue manufoctaed b. Modonald 741AIA lith o 8' aprhg frame st . a etplM Mall be -, Iy�erl. tl1l O� COMMERCIAL/INDUSTRIAL RESIDENTIAL CONCRETE DRIVEWAY APRON; aED: 3-16 ENGINEERING DEPARTMENT MT Na. 5207 t- e " f1 i it CM(F Pedestrian Curb Ramps Mw= Page 4 of 5 rusreva _ _ _ ,ylx ENGINEERING DEPARTMENT PLAT "RI $RISC WIN IN aI P 42N.0 = AGGREGATE BASE COURSE FT TER AGGREGATE MNDOT 3149.28 MNDot 3733 GEOTE%DLE (TME 1) WRAPPED TRENCH .L- 4PERFORATED PIPE SDR 35 12 TRENCH DETAIL 4' PERFORATED PVC SDR -35 v rf NOT• 5. 1.• E 1. CEMOUTS REWIRED AT 300' INTERVALS k AL ENDING POINTS "S "0 BE SHOWN ON AS -GUILTS :•..,%TS AND ENDING PONTS TO 'PUCTURE FOR DRNNTIEE TD _ � ON CORE DRILLED. :,LL DRANTILES TO HAVE TRACER WIRES ALTERNATE 4" FI( SUB -SURFACE DRAINTILE ENGINEERING DEPARTMENT N.AT '� 5233 ..vE:c a\szJs rww,r.n NO CONCRETE Cl1RS @ GUTTER rob- I WKAX WrMYIepM r6F rVWrv� ,A, r 4VMm LAN . isbee, m .r. Abbob by --A..NNnlwgwN..s.s p ylr, AAL by T!. Eve CY.OI mi 4YYOA ry. -bey r..l.rwo. uem.W .H rias �r Ig1i TCW CHECKED BY n"� rRae rr.o.uNr NTS CONCRETE CURD_ GUTTER kA 06/14/17 ..a uNm er xsea ona bW e _p1�M.ON .IN1R/R L77-�ne vSw9w g r 1r .NJMTr ®u fir=,.....�ll.rrm+..A....r�r�As•.r+s.... s. Ar.,A. rrrr...+r+�rrrwraA.r `: �� `.ir" �"r'wr.l�`.".� .ori �... 1y�yil,.LnfAA.".i.w:.�: r.�+.w..r•. We---:F=USM ��AY�= �"i�..� ---:F=UMV=_ k NTS CROP RESIDENTIAL T'• eE� �8 LCONCRETE DRIVEWAY ENTRANCES CA�NA�iEtlTH AND WITHOUT CURB; t- e Neeeb -r FRTMENT .F No ----52N$ - - HUB WITH THREADED METAL PWG -0 BE SET UNDER YARD BOX COVER PWG TO BE MAGNETIZED TO ALLOW FOR LOCATES VIA METAL DETECTOR. TRAGER WERE TO BE BROUGHT UP INTO BOX NTH 4' ADDITIONAL SUCK OF 1Fk 12' YARD BOX NTH CLOSED COVER TO MATCH $URRWfANIG COLpts AS APPROVED BY ENGINEER. e FlNISHED GRADE , ONE PIECE SOLID 4' PvL I v -III-III-III I -I I -III -I I -I Z(� 11-1 I I -I I lEi 1 I 1-11-1 I I- -1 11-1 I I -I i F 1-1 I -I I IIIII-III=i 111-11-II1- =1 1 -11 45 I -I 1-) I I -III 45 I I -III-) I III -I i -I 11 _111_11 -CICU II_III WYE PVC SER -JS 4' PERFORATED Wt�E PVJL SM CUP -I TRACER WRE AS PER SPECIFICATIONS NO1E 1. SOLVANT WELD ALL JOINTS ON LEAH OUT. (NON -GI 2. CLEAN WTs SHALL BE SPACED AT 300' INTERVAI (MAXMUM1) a BENDS MD RISER To BE SAME SW AS ORNNTILE MAN. 4. ALL DRANTLE MUST HAVE TRACER WRE BROUGHT UP TO THE SURFACE AT EACH STRUCTURE N TRACER WRE BOX PER DETAIL 5501 OR AT A CLEM OUT AS SHOWN ABOVE. FOLLOWING couPLenow. THE CONTRACTOR WILL BE REWIRED TO LOCATE VIA TRACER WRE TEST. SUB -SURFACE PVC DRAINTILE Uff (1D,�9 CLEANOUTS FOR IN eDIfR➢BM� END OF RUN C'_ ENGINEERING DEPARTMENT RIATF Nc.. s 5234 [ . Ni RA NO CONCRETE CURL, , F A WKAX WrMYIepM r6F rVWrv� ,A, : xAAoraal .LEor DETAIL SHEETS FAWN HILL H P HOLDINGS, LLC. 3p i� �� i1 eE N'vi rN .r llA! 6 pp IITLje/11 Ig1i TCW CHECKED BY i /y b � 0 6 Si-p!p 06/14/17 ee. 1r Nlal u.e maeeWe.T dj.ewe 30�i I y! �!i Bi �Y ix 99 T'• eE� �8 a t- e i N' YN rill l Ra! TOUT - 6 e01 r6va® ore bop smr[ MTA AbX A EM R Y +Am • W ONNL r -r sof Y Pedestrian Curb Ramps CBA�IBASSQ� Page ® ��.mNveu vN. N. r..ax rRRenrNwrla.H • rxowmnsa,mwre ENGINEERING DEPARTMENT PATE NC '. 5215D , 10 errAf Pr! . bb bebho lew.I...W.wsa.mxb w HUB WITH THREADED METAL PWG -0 BE SET UNDER YARD BOX COVER PWG TO BE MAGNETIZED TO ALLOW FOR LOCATES VIA METAL DETECTOR. TRAGER WERE TO BE BROUGHT UP INTO BOX NTH 4' ADDITIONAL SUCK OF 1Fk 12' YARD BOX NTH CLOSED COVER TO MATCH $URRWfANIG COLpts AS APPROVED BY ENGINEER. e FlNISHED GRADE , ONE PIECE SOLID 4' PvL I v -III-III-III I -I I -III -I I -I Z(� 11-1 I I -I I lEi 1 I 1-11-1 I I- -1 11-1 I I -I i F 1-1 I -I I IIIII-III=i 111-11-II1- =1 1 -11 45 I -I 1-) I I -III 45 I I -III-) I III -I i -I 11 _111_11 -CICU II_III WYE PVC SER -JS 4' PERFORATED Wt�E PVJL SM CUP -I TRACER WRE AS PER SPECIFICATIONS NO1E 1. SOLVANT WELD ALL JOINTS ON LEAH OUT. (NON -GI 2. CLEAN WTs SHALL BE SPACED AT 300' INTERVAI (MAXMUM1) a BENDS MD RISER To BE SAME SW AS ORNNTILE MAN. 4. ALL DRANTLE MUST HAVE TRACER WRE BROUGHT UP TO THE SURFACE AT EACH STRUCTURE N TRACER WRE BOX PER DETAIL 5501 OR AT A CLEM OUT AS SHOWN ABOVE. FOLLOWING couPLenow. THE CONTRACTOR WILL BE REWIRED TO LOCATE VIA TRACER WRE TEST. SUB -SURFACE PVC DRAINTILE Uff (1D,�9 CLEANOUTS FOR IN eDIfR➢BM� END OF RUN C'_ ENGINEERING DEPARTMENT RIATF Nc.. s 5234 [ . Ni RA NO CONCRETE CURL, , F USE (INCLUDING COPYING, DISTRIBUTION, AND/OR CONVEYANCE OF INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT SATHRE-BERGQUIST, INC.'s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY INDEMNIFY SATHRE-BERGQUIST, INC. OF ALL RESPONSIBILITY. SATHRE-BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING FROM ILLEGITIMATE USE. WKAX WrMYIepM r6F rVWrv� \�r`�Rs s(R`�� W P SATHRE-BERGQUIST, INC. N 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 476 6000 c4eRs PCP�2 : xAAoraal .LEor DETAIL SHEETS FAWN HILL H P HOLDINGS, LLC. FILE NO. 37865-001-200 TCW N'vi rN .r llA! DRAWN BY CHANHASSEN, MINNESOTA 09 11 TCW CHECKED BY RSM DATE r 06/14/17 Cure u 1r Nlal u.e maeeWe.T .Aar.4 err TAla E TAX SOME .w:. I 10 . py RM1 CONCRETE CURB &GUTTER Y Y.V tle1EMAi laM rptT EKLfitY ey ! uArmmtm Nen.. i N' YN rill l Ra! - A !Y6 0 e01 r6va® ore bop smr[ MTA AbX A EM R Y +Am • W ONNL r -r r� a.a a are Y p WIN. ® ��.mNveu vN. N. r..ax rRRenrNwrla.H • rxowmnsa,mwre rtrma.e. ._ V , 10 errAf Pr! . bb bebho lew.I...W.wsa.mxb w ..w i=eri. Ao�F"w""` 2.:.c. IN !'Pire�i. eoi4n".{. alr.i.r;. I�Ifep 1i�lu[ RE`. _ NTR NOUS 'NTRAN :.IHOUT CURE REVISED Ew ENGINEERING DEPARTMENT PIAT '� 5209 __ VARIABLE IR I 1/4' PER FT. SLOPE a TOWARD ROADWAY I MINIMUM 11' 12' I VARIES CURB TOPSOIL TYPICAL I Y MNDOT 23RD SPKA3408 6' CLASS 5 BASE COMPACTED SUBGRADE PER SOL ENGINEER NOTES 1, SHOULDERS TO BE SACKTILLED AND RESTORED WTH TOPSOIL AND RE VEGETATED WITH SOD OR SEED / MULCH. 2 THE CONTRACTOR OR DEVELOPER SHALL SUPPLY A 2 YEAR 100% MAINTENANCE BOND UPON CITY ACCEPTANCE T. THIS DETAIL / CA MIS ARE MINIMUMN REQUIREMENTS. ADDITIONAL DESIGN MAT BE REOUIRED DEPENDING ON EXISTING SUB -GRADE SOIL CONDIDOI <. BITUMINOUS TRAILS MAY NOT BE CONSTRUCTED ON UNSUITABLE SOILS NO WASTE MATERIAL, BLACK DIRT, OR ORGANIC SOILS ALLOWED. 5. PATCHING OF EXISTING TRAILS SHALL BE FULL WIDTH AND NO LESS THAN 4' LONGITUIII . MY OF BITUMINOUS TRAIL REVISED: 10-16 ENGINEERING DEPARTMENT PLAtE NO.. ME NNeEc r sov, ere 5210 DO NOT CONNECI TO EXISTING DRAII PIPING 6' CURB DETAIL , E)ACKPTLL AREA NTN ROC( frjlyhilt EXISTING DRNNTLE. TRENCH AND PIPE TRENCH DETAIL TO EE ORAPL.) N 1 MOTEXTILE FABRIC 0OF I TYPICAL PRIV - Q( DRAIN CONNECT ENGINEERING DEPARTMENT PLATE a M. wAr u Nc\sRE is - - - - DESIGNER NO. BY DATE REVISIONS USE (INCLUDING COPYING, DISTRIBUTION, AND/OR CONVEYANCE OF INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT SATHRE-BERGQUIST, INC.'s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY INDEMNIFY SATHRE-BERGQUIST, INC. OF ALL RESPONSIBILITY. SATHRE-BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING FROM ILLEGITIMATE USE. I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. J , S ��%� \�r`�Rs s(R`�� W P SATHRE-BERGQUIST, INC. N 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 476 6000 c4eRs PCP�2 t l I Y F KVJtt I rv�. DETAIL SHEETS FAWN HILL H P HOLDINGS, LLC. FILE NO. 37865-001-200 TCW - DRAWN BY CHANHASSEN, MINNESOTA 09 11 TCW CHECKED BY RSM DATE ROBERTS. MOLSTAD, P.E. Date: % Lic. No. Z�yZB 06/14/17 / pot P�C .AC's l'-2' CLEAN CRUSHED ROCK F, MINMEPTH FOR ROCK ell 18" MIMMUM CUT OFF BERM TO MINIMIZE RUNOFF FROM STE FILTER FABRIC NOTE: FILTO�STTOP MUID MIGRATIONSHALL BE THOUGH ROOK RCED UN60i OCK 11 ROCK CONSTRUCTION hmis�roe ENTRANCE ENGINEERING DEPARTMENT Part r� 5301 >SCs QDNORAI WIES - TYPE R LUWN�' QQ warns wvu eL awe epp don lftdx1..Yi u aar.eeeeaswnA®rNleaw re• a®nxrn LvulOi asrMn a.w Mrfi eanL SEE BELOW Alwwelene Alen �'TC&0I176 AND _= OEEl Lail O e_ Naw, rMOr®am wen ries w wwertN swans MT1Mt I� I v ,Y - W3@a16wJ�ea i ,1R Aw olxw: IR n RNf ly ren, wWlY4t,MW+M w:Iw,da.LLWN YY tt9fe. fit •,f. ,4w +eesw ertNv em DRAJNTIUE SUMP PUMP ONA s etwore asee. rdv L.n oH-s v MV.ID mwl '•^ '-�~'yl Qe . a.enwow w ratwAi R ROCK TO PREVERT Os mx arwewm els WSL s me -e c.s Sam - Fa Os .as pm wvuw eweE WAsrmmrr.rnyearlx W 07 Neons, AmNR auao m rmw wen m M amus[ elm M .evlt rrLa. M t g - iew .- : M srrraa,e mars SWmAw. s ¢ a sit n t r lsomal wFfAm mrE:Iwe,wail w ub r N twin YO l III TRAP OUTLET a, A has S LM4no wTeiV nelgeBl M .EC 'eM . Lm,YN iK IIHY wY - 4 GU*RAL NOTES wHwm .ea. awY aNw .,. Imz.m„®wr m mRr wawa I SURFACE FLOW 1/ I r� 1 ^ uRNaFe ei nmmm u N 1106r waL f waw .Frsoam lW T OrW V ran b M e m eKP s. aLYC Mwi, S FVwu. ewas xs afwW.wbas 1a@wIw was .11ee.® em Bir wail Y'let. sal HOUSE ells Retailerswru t r.emv.. rue w! ro[fvf® wen, mato • `Mw rA.. a IV l mr MLc CONNECTION xeae was as anew. mus x Hen ret r use MH 1PUMP �. wr.1 m Aw zwwt weawa awn ao nmwr xs en fa, is rL.m a mWr. DETAIL sue w ra,uo?%z w war. .r .0 awn omR,v� Mn we ex a Dewe a wart Na aaa war n rr ,o® Iaulm .r mw ww,r,c / pot P�C .AC's l'-2' CLEAN CRUSHED ROCK F, MINMEPTH FOR ROCK ell 18" MIMMUM CUT OFF BERM TO MINIMIZE RUNOFF FROM STE FILTER FABRIC NOTE: FILTO�STTOP MUID MIGRATIONSHALL BE THOUGH ROOK RCED UN60i OCK 11 ROCK CONSTRUCTION hmis�roe ENTRANCE ENGINEERING DEPARTMENT Part r� 5301 >SCs LIGHTING l��•i� POLE FAUE "E NAME, WCc '7 ENGINEERING DEPARTMENT cs sz•a ' I' DIAMETER ROCK FILTER NOTE: SET PENCE PER MNDOT SPECIFICATIONS, SOURCE MACHINE SLICED WOVEN MONOFI AMENT. 36' WIDE FASTENED TO STEEL T -I WITH 3 (50L8) TENSILE STRENGTH PLASTIC ZIP TIES PER w.-'- I T-POST(MACHINE SLICED) 14 4' MINIMUM 124 RUNOFF 1� _--_- e WATER SECTION A -A I OFFROAD CATCHBASIN C X. y;FILTER BARRIER WOODEN LATH SHALL BE NAILED SECURELY TO THE POST MEMBER TO SECURE FILTER FABRIC. 2' X 4' X 3' LONG WOOD POSTS. 8 REO'D. \ETES' CONTRACTOR SHALL CONSTRUCT SILT BOX TO FIT AROUND THE INLET STRUCTURE WITH 6" MINIMUM CLEARANCE To WOES OF STRUCTURE. SET BOX TO SE PLACED ON AN EVEN SURFACE 6' BELOW STRUCTURE OPENING TOP OF SILT BOX TO EXTEND 18' M•IMUM ABOVE EXISTING GRADE. 2 X 4" HORIZONTAL MEMBERS CONTINUOUS AROUND TOP AND BOTTOM. FASTENED TO EACH POST LONG 2-16D COMMON NAILS r-- MO:OFILAMENT GEOTEXTILE FABRIC AS PER MNDOT TAB -7c 3885-1 (MACHINE SLICED). AODITIGNK 8-I1' OF FABR- RAP AT ECT-.' I F,1 1e •.:-.,.2 NARawM6: PIAGLE NQWES, (N) IWGKv. OAMeACE OXIDE FULL TMEAlS 4)ROL6D MT MSR£ ) I x,NUTS.(4 (•) 1- N WA941t6. (4) r. rer TAPPED RErIMMG V9ER 8Ts- TO Ir OR, IXLT aRC E I•) NOroes N Sol N TO I IKILT Mb wants 2,. I F4LW, .., be, tXVANM FER A!M I55 (TARS' flarwi )- ry 2 BAS£PLAIE To K RF9pAlRGM TO SHAFT Ans L AND Roc mltEm+IF COIG)IIDC 0 115) To 9 N'T 1 StENGL W 1/2 N. LET}N6 LIANIFALIURER 5 N e-:- onsee 0M.VM10Ra A PION MINT Also SHAFT AGS To K (CHCENRIY. 0 9.66" O1A In FM) AND N ukE (•J- Y). to i Nwc aT Oar PERPflDIRILNt m TIE BA¢RAI;. C PIDE,LT. TelIF•LA6T. NAIDebU. AND GUAR BASEPLATE HELM MD PLOT PMMT ON ALL sF11E0 ARE.:- T. FLMECIN (I) Wall. Nor To E1RID 3/3r Want NFYNAL STIEeQ uiT (2) r•'eA PEAS CR PGOTSE IRREGK/,RIIES Mm To EX¢ID r1.4' ABOVE NGIeYl sLAWAli LLYEL M NTEIagCiIGL4 Oi HEUa NGwIK SXtiALES 6 ALL WIEMK 6 ro BE NEW. M4ISD Asia LML tRACEAMc MFEIeIG TIE FVA2"L $DY RE 190fis' 86 M& ASTM A26-( To REvt9ORI) Ill 12M) SIAL (COIPGN A AA9HT0 TEG. 9 12ra) .BIM .252-MTEBi IEM9G11 OEeOE 2. PILES K tE CATER ASN OR B ALL RAOML SttTKW$ HIGeNAt STER Ash51 t ASTSEDIG TME E d 0. rXHADE TO l ./- I (NADE PPE M A600-(LAIESr REWs10N) aiACL 6 nad A1iURK SIEST 111BIHIRL tELGC ASIS Ae]6-(41FBr REMSMI) HOT RGLFa aREl. wen polar A51M As7e-(uTs waves) SIRL X r Bell,flIU BM3S die IIIPERNl4 mall asks..a wwE3 NN io. BASMAIE IS PFp1.eNp1L STAMPED ALL SEOTIOMS MONK 91MAfEPW tE11Ew bus"'Ncoal INSY%unsaw H. AIXA4o N I%R6M BAG AFD ATTeoED To muIDAmN. HE11X CAST WE FMB® BY MATONG METAL K REWIDIDE➢ TfMOOE: W CREATOR THAN 16,000 R. L. Cape Arw or Tom NLGL F ) R .por LIGHTING WItASSEMBLY cum= BASE DETAIL ENGINEERING DEPARTMENT flAIF Na. 5241 SEDIMENT TRAP QDNORAI WIES - TYPE R LUWN�' QQ warns wvu eL awe epp don lftdx1..Yi MANUFACTURED BY WIMCO,LLC.SHAKOPEE, MN., aar.eeeeaswnA®rNleaw re• a®nxrn LvulOi asrMn a.w Mrfi eanL ESS BROS.. CORCORAN, MN. OR EQUAL Alwwelene Alen �'TC&0I176 AND _= OEEl Lail w m awlewmeY® ern [th Yawe[ Ie Br wtl Naw, rMOr®am wen ries w wwertN swans MT1Mt I� m Y�www v ,Y - W3@a16wJ�ea i ,1R Aw olxw: IR n RNf ly ren, wWlY4t,MW+M w:Iw,da.LLWN YY tt9fe. fit •,f. ,4w +eesw ertNv em O wrnw normo eln. a wvm, rN+eO sml MODE�CG23 s etwore asee. rdv L.n oH-s v MV.ID mwl '•^ '-�~'yl Qe . a.enwow w ratwAi R ROCK TO PREVERT Os mx arwewm els WSL s me -e c.s Sam - Fa Os .as pm wvuw eweE WAsrmmrr.rnyearlx W 07 Neons, AmNR auao m rmw wen m M amus[ elm M .evlt rrLa. M t g - iew .- : M srrraa,e mars SWmAw. s ¢ a sit n t r lsomal wFfAm mrE:Iwe,wail w ub r N twin YO l III TRAP OUTLET a, A has S LM4no wTeiV nelgeBl M .EC 'eM . Lm,YN iK IIHY wY emrr Naz GU*RAL NOTES wHwm .ea. awY aNw .,. Imz.m„®wr m mRr wawa A ,a YMIwaIAw FfPY6 SURFACE FLOW waNGwN M v:r ,S lO, s, S ML Her Yon A®YO wasp. L Ne® e1 x B0'(Ce 1 ^ uRNaFe ei nmmm u N 1106r waL f waw .Frsoam lW T OrW V ran b M e m eKP s. aLYC Mwi, S FVwu. ewas xs afwW.wbas 1a@wIw was .11ee.® em Bir wail Y'let. sal I ' ells Retailerswru t r.emv.. rue w! ro[fvf® wen, mato • `Mw rA.. a IV l mr MLc xeae was as anew. mus x Hen ret r use �. wr.1 m Aw zwwt weawa awn ao nmwr xs en fa, is rL.m a mWr. sue w ra,uo?%z w war. .r .0 awn omR,v� Mn we ex a Dewe a wart Na aaa war n rr ,o® Iaulm .r mw ww,r,c ww NO (Pd wa -Nie-mwl LIGHTING l��•i� POLE FAUE "E NAME, WCc '7 ENGINEERING DEPARTMENT cs sz•a ' I' DIAMETER ROCK FILTER NOTE: SET PENCE PER MNDOT SPECIFICATIONS, SOURCE MACHINE SLICED WOVEN MONOFI AMENT. 36' WIDE FASTENED TO STEEL T -I WITH 3 (50L8) TENSILE STRENGTH PLASTIC ZIP TIES PER w.-'- I T-POST(MACHINE SLICED) 14 4' MINIMUM 124 RUNOFF 1� _--_- e WATER SECTION A -A I OFFROAD CATCHBASIN C X. y;FILTER BARRIER WOODEN LATH SHALL BE NAILED SECURELY TO THE POST MEMBER TO SECURE FILTER FABRIC. 2' X 4' X 3' LONG WOOD POSTS. 8 REO'D. \ETES' CONTRACTOR SHALL CONSTRUCT SILT BOX TO FIT AROUND THE INLET STRUCTURE WITH 6" MINIMUM CLEARANCE To WOES OF STRUCTURE. SET BOX TO SE PLACED ON AN EVEN SURFACE 6' BELOW STRUCTURE OPENING TOP OF SILT BOX TO EXTEND 18' M•IMUM ABOVE EXISTING GRADE. 2 X 4" HORIZONTAL MEMBERS CONTINUOUS AROUND TOP AND BOTTOM. FASTENED TO EACH POST LONG 2-16D COMMON NAILS r-- MO:OFILAMENT GEOTEXTILE FABRIC AS PER MNDOT TAB -7c 3885-1 (MACHINE SLICED). AODITIGNK 8-I1' OF FABR- RAP AT ECT-.' I F,1 1e •.:-.,.2 NARawM6: PIAGLE NQWES, (N) IWGKv. OAMeACE OXIDE FULL TMEAlS 4)ROL6D MT MSR£ ) I x,NUTS.(4 (•) 1- N WA941t6. (4) r. rer TAPPED RErIMMG V9ER 8Ts- TO Ir OR, IXLT aRC E I•) NOroes N Sol N TO I IKILT Mb wants 2,. I F4LW, .., be, tXVANM FER A!M I55 (TARS' flarwi )- ry 2 BAS£PLAIE To K RF9pAlRGM TO SHAFT Ans L AND Roc mltEm+IF COIG)IIDC 0 115) To 9 N'T 1 StENGL W 1/2 N. LET}N6 LIANIFALIURER 5 N e-:- onsee 0M.VM10Ra A PION MINT Also SHAFT AGS To K (CHCENRIY. 0 9.66" O1A In FM) AND N ukE (•J- Y). to i Nwc aT Oar PERPflDIRILNt m TIE BA¢RAI;. C PIDE,LT. TelIF•LA6T. NAIDebU. AND GUAR BASEPLATE HELM MD PLOT PMMT ON ALL sF11E0 ARE.:- T. FLMECIN (I) Wall. Nor To E1RID 3/3r Want NFYNAL STIEeQ uiT (2) r•'eA PEAS CR PGOTSE IRREGK/,RIIES Mm To EX¢ID r1.4' ABOVE NGIeYl sLAWAli LLYEL M NTEIagCiIGL4 Oi HEUa NGwIK SXtiALES 6 ALL WIEMK 6 ro BE NEW. M4ISD Asia LML tRACEAMc MFEIeIG TIE FVA2"L $DY RE 190fis' 86 M& ASTM A26-( To REvt9ORI) Ill 12M) SIAL (COIPGN A AA9HT0 TEG. 9 12ra) .BIM .252-MTEBi IEM9G11 OEeOE 2. PILES K tE CATER ASN OR B ALL RAOML SttTKW$ HIGeNAt STER Ash51 t ASTSEDIG TME E d 0. rXHADE TO l ./- I (NADE PPE M A600-(LAIESr REWs10N) aiACL 6 nad A1iURK SIEST 111BIHIRL tELGC ASIS Ae]6-(41FBr REMSMI) HOT RGLFa aREl. wen polar A51M As7e-(uTs waves) SIRL X r Bell,flIU BM3S die IIIPERNl4 mall asks..a wwE3 NN io. BASMAIE IS PFp1.eNp1L STAMPED ALL SEOTIOMS MONK 91MAfEPW tE11Ew bus"'Ncoal INSY%unsaw H. AIXA4o N I%R6M BAG AFD ATTeoED To muIDAmN. HE11X CAST WE FMB® BY MATONG METAL K REWIDIDE➢ TfMOOE: W CREATOR THAN 16,000 R. L. Cape Arw or Tom NLGL F ) R .por LIGHTING WItASSEMBLY cum= BASE DETAIL ENGINEERING DEPARTMENT flAIF Na. 5241 SEDIMENT TRAP 2" TO 3" W'AS Li ROCK MANUFACTURED BY WIMCO,LLC.SHAKOPEE, MN., BIO WEEPER ESS BROS.. CORCORAN, MN. OR EQUAL A �'TC&0I176 AND _= OEEl Lail WAY - ; awlewmeY® ern [th Yawe[ Ie Br wtl ,4. r a w+Ya Bwrllww 4. v ,Y - W3@a16wJ�ea i ,1R Aw olxw: IR n RNf AAAA +eesw ertNv em aN es • ....- MODE�CG23 W=10' MBR. 25' MLC RRRR HALE 9Etw' I - Q 0FIN, Q FLIER A4EA•::? aTE9 M2 -TP OF CAW 9e' 10' FLAN ASSIHy .VGHFlO• FLai J W NOTES, 1. CLEAN FILTER MEDIA AFTER EACH RAIN EVENT AND REPLACE IF FILTER IS CLOGGED WITH SEDIMENT. 2. REMOVE DEEIBMS�/SSEEEXMENT FROM RECEPTACLE AFTER EACH RAIN EVENT. CATV, �pe�pp �V�f baRnl Ej SEDIMENT TRAP FIARTMENT �h 11O.: 5302. '.uK'G Ful _.'S\5]IYlA ROCK WEEPER MNDOT TWE 9 MULCH (1)y- WASHED ROOK) DIRECTION OF SURFACE FLOW 'RE IV G'EOTE)MLE FABRIC NCfORED IN 6- X 6- TRENCH +TH 6'. 11 GAUGE METAL 'ARLES AT 4' INTERVALS - 6 -12" / L -STAPLE DOWNSTREAM SIDE OF FABRIC AT INTERVALS MNDOT TYPE 9 MULCH (1 h- WASHED ROCK) CUR SILT BOX SEDIMENT TRAP -'°ENGINEERING DEPARTMENT fl2°E M0- 5302G -rVE IV GEOTEXTLE FABRIC) �ijCHORED IN 6' X 6' TRENCH (1 )J -SI' WASHED ROCK) TYPE 9 MULCH WITH 6", 11 GAUGE METAL (1 I STAPLES AT C INTERVALS Ze" TO 8' GAM. WATTLE WITH 36' LONG NOT POSTS DRIVEN 24- INTO GROUND AT 30 SPACING -(HEIGHT IN FEET X 100) DEGREE ANGLE ALONGSIDE TIRE WATTLE SLOPE GRADIENT 4' O.C. ALONG ENTIRE WATTLE LENGTH QrII� WEEPER DITCH CHECK/ DITCH CHECK WITH WATTLE ENGINEERING DEPARTMENT flAre Mo_ 5302H hAMGG 1`aE<'s\539TH Se) CAPPED RG>' wyaRP SHELD (4-90E5) PHOTOELECTI CONTROL DEVICE AREA LIGHTING RE4ARCH QST --IES TMSTLOCK R-EPTARE. }TE INAL 10000 2mvec (MAX) PHOTOCU_ TERMINAL BLOCK � IXWTR PI POIER TEST SMICH, 2-P din Aura='lESr, AIEEN-BRADIEY TYPE 'door GLTIGHT PWI-N2 METER SOCKET. 2GOAMP j ILII EVEMERS. 2-150A/2P SIELENB UiL TYPE aR EOIAL 2-fiOAYP/C . OR ECAC CGL. Ev TY%'8C', OR Etf1K II ® WPLEX Gn REIYPTACIE 20A i ANGLE MON 5e FRAME WITH OPEN BOTIAI FRCHT ELEVATION RIGHT SIDE REVATIT, 1K3s5.e) 1(2St 1K355.8) 1(M4) TInOR DEICE MTG PANEL AND CDNTIV.I Lal e=-F alt DFADiRONT 2 ANGLE RON BASE MR (3/16' X 2" X 2-) i!3 (MASTS,.yFEff-TIC 1 • c C, BET 91Au K FABRICATED FRMI Y12w00;.F1(254 DIA MTHOLE 4 MMELA FpRYEO 'VIM gELOED vAN 5 10 ( ) WA/13/p V T 00CR 5S4HryK�1 2[ BASE LAYOUT SGIaI. 1FJ PRINER� CDAIT pop � IF AMC • 3 Cher arP R en amea,y MgpGVN BAAIro1R5AI5NryAGoall Y sal "3552. Mn etlA tmww 2. FLR i' AS 3RNCE ENIRAVQ USRO MDA LeBEID A'A11TABlF QIII� STREET LIGHT SERVICE CABINET 'ARE 1-11 u•2 ENGINEERING DEPARTMENT X110- 5242 SAMPLE EROSION CONTROL Mmnw eM rsa sr. r.- PLAN FOR INDIVIDUAL LOTSsnmN msawn= Aw tan® ew . . . . . . . . . . . . ries a HEAW sr. r; ocafHw AW - .sl i. as sambess' weeMs A•w syo LOT 2 LOT 3 ( ext a - rHnw war wIs wen rwM wxEINR AT FIIpAotr LNL w^ AT NwuF uIF I 1 Mw,IP ll,er aY,.Ime .nJf M ree.N w w urs dy I XT rpa3' w'etDlp be •}� TRA, ,N.Or a sw.s wlm �au an-tw ar rn,M 51w1r Ten Y,Dt exI Leet•1Q SEDIMENT CONTROL em a 9wN wan ewselw rFra sen. • Wailer reeI staff moat be contacted aefam any/di dnralerng rl 1': Per"tnater Sediment ou'", art mecaaay at downalaping property on- edges. Nola Mot Sediment cenhas nems to proNe a wntpnment by W,:.,'T perGnetw centres upaboa-into "art, • Perineer csobbis can Include Mer logs, muN,R bans oral list farce. MND • See ot spec. M97 & 2571 • Temporal stad.ples Dant be Placed 'n dranogt ,wee., srfsew .also, or an public .bats. and moat hove parknetw centre EROSION CONTROL • Topsail -Site hunt o mnanwn of 4-6 icns aT topsoil. Cs+ructian mtratce-I to r Gem vawmd rock at a seam a 6 inches • Nauss Reef Perimeter -$haw mulm of 2 inches deep around house doectly Oda reef lira. If hoax has min gutter+. dwnpouts need ara9y dissection. ' Sopa-StNpw than 4:1 with pbmw grade to x,,ml eatws of thus state meet eaafon colhd blmkets and eemporwy or parma,wnt eaedin9- See L•HDot Spec. 3885 & 2375. 4 o - kats .w fTre 2001. , ,ams if a'. M 4:1 of fasNe. �b�tpTTOF �Y EROSION CONTROL FOR �1l�Q�SGt1 INDIVIDUAL LOTS (TYP.1 _ _ ENGINEERING DEF- -" � - F 2" TO 3" W'AS Li ROCK I. PLAN NEW BIO WEEPER A A LEDRAINAGE WAY - ; IME CalpAc TKN ZONE STAPLE 1 I I L>• 2W 5' MINT It, SECTIDN A -A S: 6-12' SFABRIC AT OF FABRIC AT 2' -- ' FABRIC FLM- BUF DIRECTION OF W=10' MBR. 25' MLC SURFACE FLOW L- J INTERVALS R ROCK TO PREVERT AREA (AC.) T5' ' W RIOERWASHING FABRIC - ZI.S III TRAP OUTLET NOTES: DIRECTION OF 2" 111 DESIGN VOLUME IS A SURFACE FLOW MRNNUM OF 1800 CUBIC 1 ^ FEET PER ARE OF T CONTRIBUTIG DRAINAGE A' AREA I ' CUR SILT BOX SEDIMENT TRAP -'°ENGINEERING DEPARTMENT fl2°E M0- 5302G -rVE IV GEOTEXTLE FABRIC) �ijCHORED IN 6' X 6' TRENCH (1 )J -SI' WASHED ROCK) TYPE 9 MULCH WITH 6", 11 GAUGE METAL (1 I STAPLES AT C INTERVALS Ze" TO 8' GAM. WATTLE WITH 36' LONG NOT POSTS DRIVEN 24- INTO GROUND AT 30 SPACING -(HEIGHT IN FEET X 100) DEGREE ANGLE ALONGSIDE TIRE WATTLE SLOPE GRADIENT 4' O.C. ALONG ENTIRE WATTLE LENGTH QrII� WEEPER DITCH CHECK/ DITCH CHECK WITH WATTLE ENGINEERING DEPARTMENT flAre Mo_ 5302H hAMGG 1`aE<'s\539TH Se) CAPPED RG>' wyaRP SHELD (4-90E5) PHOTOELECTI CONTROL DEVICE AREA LIGHTING RE4ARCH QST --IES TMSTLOCK R-EPTARE. }TE INAL 10000 2mvec (MAX) PHOTOCU_ TERMINAL BLOCK � IXWTR PI POIER TEST SMICH, 2-P din Aura='lESr, AIEEN-BRADIEY TYPE 'door GLTIGHT PWI-N2 METER SOCKET. 2GOAMP j ILII EVEMERS. 2-150A/2P SIELENB UiL TYPE aR EOIAL 2-fiOAYP/C . OR ECAC CGL. Ev TY%'8C', OR Etf1K II ® WPLEX Gn REIYPTACIE 20A i ANGLE MON 5e FRAME WITH OPEN BOTIAI FRCHT ELEVATION RIGHT SIDE REVATIT, 1K3s5.e) 1(2St 1K355.8) 1(M4) TInOR DEICE MTG PANEL AND CDNTIV.I Lal e=-F alt DFADiRONT 2 ANGLE RON BASE MR (3/16' X 2" X 2-) i!3 (MASTS,.yFEff-TIC 1 • c C, BET 91Au K FABRICATED FRMI Y12w00;.F1(254 DIA MTHOLE 4 MMELA FpRYEO 'VIM gELOED vAN 5 10 ( ) WA/13/p V T 00CR 5S4HryK�1 2[ BASE LAYOUT SGIaI. 1FJ PRINER� CDAIT pop � IF AMC • 3 Cher arP R en amea,y MgpGVN BAAIro1R5AI5NryAGoall Y sal "3552. Mn etlA tmww 2. FLR i' AS 3RNCE ENIRAVQ USRO MDA LeBEID A'A11TABlF QIII� STREET LIGHT SERVICE CABINET 'ARE 1-11 u•2 ENGINEERING DEPARTMENT X110- 5242 SAMPLE EROSION CONTROL Mmnw eM rsa sr. r.- PLAN FOR INDIVIDUAL LOTSsnmN msawn= Aw tan® ew . . . . . . . . . . . . ries a HEAW sr. r; ocafHw AW - .sl i. as sambess' weeMs A•w syo LOT 2 LOT 3 ( ext a - rHnw war wIs wen rwM wxEINR AT FIIpAotr LNL w^ AT NwuF uIF I 1 Mw,IP ll,er aY,.Ime .nJf M ree.N w w urs dy I XT rpa3' w'etDlp be •}� TRA, ,N.Or a sw.s wlm �au an-tw ar rn,M 51w1r Ten Y,Dt exI Leet•1Q SEDIMENT CONTROL em a 9wN wan ewselw rFra sen. • Wailer reeI staff moat be contacted aefam any/di dnralerng rl 1': Per"tnater Sediment ou'", art mecaaay at downalaping property on- edges. Nola Mot Sediment cenhas nems to proNe a wntpnment by W,:.,'T perGnetw centres upaboa-into "art, • Perineer csobbis can Include Mer logs, muN,R bans oral list farce. MND • See ot spec. M97 & 2571 • Temporal stad.ples Dant be Placed 'n dranogt ,wee., srfsew .also, or an public .bats. and moat hove parknetw centre EROSION CONTROL • Topsail -Site hunt o mnanwn of 4-6 icns aT topsoil. Cs+ructian mtratce-I to r Gem vawmd rock at a seam a 6 inches • Nauss Reef Perimeter -$haw mulm of 2 inches deep around house doectly Oda reef lira. If hoax has min gutter+. dwnpouts need ara9y dissection. ' Sopa-StNpw than 4:1 with pbmw grade to x,,ml eatws of thus state meet eaafon colhd blmkets and eemporwy or parma,wnt eaedin9- See L•HDot Spec. 3885 & 2375. 4 o - kats .w fTre 2001. , ,ams if a'. M 4:1 of fasNe. �b�tpTTOF �Y EROSION CONTROL FOR �1l�Q�SGt1 INDIVIDUAL LOTS (TYP.1 _ _ ENGINEERING DEF- -" � - F tITIt OF I TEMPORARY SEDIMENT TRAP �I 2.5 ACRES OR LESS _LgING DL - SATE No. 5. _7C '1 Preformed Joint Filler Between $ideWalks or Concrete Areas CSidewalk m and Concrete Foundation Concrete ren Approx. 1/4' 6' Min. 2' Foundation in Sidewalk Steel We Mesh or Concrete areas Preformed Joel Filler Between Sidewalks or Concrete Afeae and Concrete Foundation 2- Ground L •� 18" 36" Min Mn. 2' Steel Wore Meeh`- Longs if Directed by the Engineer In the Pldd Foundation in Shoulder or Boulevard areas NOTES Fp,nGatbn al be 5 Ian mtl wide Dl an cMinet base to be install,-. PI bl PTONtims . ae specified in aN br Special. 2. Mcha r nut and waaf d os roved b cob'net monufocWrer. off. a app Y (Numbsf Sze and IHSrrgM of onells rods shill be as required by the cabinet mvlufpoet o. 3. Upper by MecuEng'Inn� iinn'Mthe e Fall a chamferm in a neat monne as <. Conduit (dumber and size) Into foundatbn shell be as repuired in Plans or $pec:.: Provision. Tap< of cocnYduiltTl Ndryl.dbe Ctwhreoaedd and prcoo 'ed afx natmation SdJ2 t1gr ptAlux MetapabY)r. yo�e'l.h�e tltrbc ed by tneaDE, ,ahem.. o Out andl not Interlse sin any cabinet s -.twg mambas. 5. A 5//B' Dia. z 15' graudo rod MW tax astmled n the foundation and project 2'-S- Dhow concrete. 5. A ddatdk or concrete on. Stoof be m the door side of Me basnet in all oases. 7. CanusHri mu 3A32 or eaual to be used fie foundotkrn and concrete walk S. Service ondasun shall be orientated away from adjacent street/parking lot lighting. �o�y pf�O��F SERVICE CABINET WRIIMRDL1t�II FOUNDATION ENGINEEPING DEPARTMENT5243 PUre M°" SAMPLE EROSION CONTROL "A„, �, PLAN FOR MULTIFAMILY LOTS _OT� CMELTI(r SIT FWIS I ' I -v-Up Ar pppltt U[ LOT 3 ' LOT 2 I ( ILmD 1kW Wlbe assets we _ tebne F The a. PExtETER 11O'� rM>uY I I aT s Mo w sties tAeM sl4fArE wTu w FR aw Boom URB & GUTTER wDH-Lee aT Fvr¢ STREET ENTRANCE STORM SEWER MET SEDIMENT CONTROL "CO OR SWFBAR INLET PROTECTION DETAIL 5302. • Witter reaour. Taff must pe cantacted before any/all dewatering aoENA, Parameter sediment cantles ae nacamr, at bass 4spTr9 Preawty and IIIedges. Note that adimmt can[rda read to prouiM %.1Lmat by turning pemetw ob,"s upwalub-into property. Perimeter control can include Mter nage, mulch hems arta/a at Nnce. • SQ Woof Spec. 3887 & 2573. • Temporary etodmaa mnhot be plasm in bonsga ,woes. surfoce esters, or m q b : streets. and must hood perimeter centre. -_ ,ON CONTROL Sol -Ste has a minhoum of 4-6 inrhes of la wed. nsRucti. w,h.ce-t to 2' coon cruse. nock at a death of 6 Trainee. House Roof ParnNler-Sura mudan at 2 Fara data wound house dea ly before reef lire If house nae fain guttws, doehibuta naet anergy daelpatmn. 4apa-Stwper Man 4:1 ail poMMw great to the waters or Ne state nee, annual central blankets and temperery of pwrnmart aammS Swdes-Nees blankets over Me First 200 .. aln.s a 11 on'eoes. cm OF EROSION CONTROL FOR MULTIFAMILY LOTS (TYP.) ENGINEERING DEPARTMENT flAtt 53020 OV�FoC.TPF O V iLP(� Whse Me Now of waster he sheetitq, pipes sed supe Perpendicular to the dbeetJon ,t water Naw. SHINGLING SOD OV��,`r`� O•Lt LLQ Where Me now of toter is cancentroted. pace sod sl: psdlsi to the direction at OVERLAPPING SOD vote now. NOTE: AINpoo peggng w sod is not apeaficdly required it is understood Boat Me control *it be responsible for Me successful establishment of the sad cludi-: repay of repocemmt of sod which °soma tlbplaced or danaged c:k orot.u. of proper oar.. PTTC�R��IB I SOD PLACEMENT 7_5'ARTME4'T PUTS xOC' 5\5]0.1 2'-o' I 4'-G" 2'-O'' 1/2".6" GaUorizec ,CT with Cut Washers (Carriage, He.. or SQ.) 7-1/2' V-3 1/4' E' -3 1/4" NpmPol 1 z8 XB' -0" 2'-2' No. f MIN. Grade Lumbo E. - EX. Gtourki ... . APPROX. Treated Wood Posts No. 2 Grode Lumber or better The barricade board face surfaces shall in lolly react, sho in ,Remote silver the and red striping, cE S a x3352..2 sheeting conforming to Me reauirementa of Mnoot Spec- 3352.2A2a, Standard No. t. Prior to installing the refettWs Showing, the barricade boards shall be given a c.plate coating of White Wood Primer Point canforming to MnDot spec 3513, followed by a second coat of white Paint conforming to WrI spec. 3531 DPlied only to the surfaces not covered will, refiectwe stuffEng. The barricade boorda .boll be completer, pointed and reflectrized Meeting opplied before being installed on the posts. The barricade shall be pbced 10'-0" from end of bituminous road, berricadeS to be cornered on Ute roadway. M be facing tratC flow. .. .......Jose with the Mnnes;I,. .. �p CM�p�Ot1FTYPICAL MMER BARRICADE REVLsm: 1-1p �NGiNEF R,VG DEPARTMENT P1'ArE NO.. 524<: FILE NAME: G 52a• EROSION CONTROL PLAN FOR INDIVIDUAL LOTS WITH SWALE DRAINAGE LOT t \ \ 2 \ LOT 3 DRAINAGE SWALE / / I LEGEND �F 1 .a... w....r PERIMETER I HOUSE ROWER CURB B GUIr STREET ENTRANCE STORM SEWER INLET SEDIMENT CONTROL WM00 OR SIMILAR MEET PROTECRKXN DETAIL Water reacurces staff must be, contacted before any/ail dewatering actiWty • Renmeler sedmmt ..bots are necawry at doom ,lapin praterty and almost .dges. Note that Sediment centres need to ReniM conlonmenl by turning perimelw oantrols apalepe-into property. Parameter callmds can neluder titer logs, mulch beams and/a s1t Nonce, • See MNDot Spec 3697 It 2573. • Temporary stockpila cmnot be paced In dranage swdes, surface sten, by . t. Wats, am must beat perimetw aantrol. EROSION CONTROL • Construction entronce-1 to 2- Gem a fished rots, at a depth of 6 inches. • Haux Rant Parkneter-Strae mulch of 2 aches deals around house dirmUy rr.. Ne roof One If house has roln gutters, downspouts need energy dissipater • Sops -Super than 4:1 with positive grade to the ween of the state nuc:: erosion control blankets and temporary r permanent Modau . j • See MNOFL Spec. 3665 & 2575. Swaoo Need blankets over the fnal 200'. dams If Seo, of 4:1 r greoll. EROSION CONTROL FOR INDIVIDUAL LOT WITH cow SWALE DRAINAGE - - cPTMENT Pure No_ 51302D Y-3' CRUSHED 5- 0VEWFLOW WEIR WASHOUT AREA PLAN ACTABLE ATTACH T TOTE]P LIFTER M PLACE Y-3' CLEAN STONE IO MIL PLASTIC MNG If 6-RUCTED BERM WASHOUT AREA if EXCAVATED PIT 5E-CTION A -A NOTES' 1) LOCATION OF THE WASHOUT AREA SHALL BE AT THE DISCRETION OF THE CONTRACTOR BUT IT MUST BE SHIRAI ON THE PLANS AND MUST BE IDENTIFIED ON-STE USING SIGNAGE. THE WASHOUT AREA SHALL BE AT LEAST THE MINIMUM DISTANCE FROM THE RIGHT OF WAY AS REOORED BY LOCK ,JURISDICTION, THIS WASHOUT AREA SHALL BE LOCATED IN SUCH A MANNER SO THAT CONCRETE TRUCKS MAY PASS THROUGH THE WASHOUT AREA PRIOR TO THE STABILIZED ROCK CONSTRUCTION EXIT. 2) HARDENED MATERIAL SHALL BE BROKEN UP AND CLEANED OUT AS NEEDED TO MAINTAIN A FUNCTIONING WASHOUT AREA VOLUME OR AS MAECrD 5Y -HE ENGNEFR BE GREATER THAN SO FEET FR BE SELF CONTAINED AND WA-F- �PI'iOF CONCRETE WASHOUT AREA REWsm }14ENGINEERING DEPARTMENT fleTE M°- 5304 RE IIMff:a R'STaa PSI 2" TO 3" W'AS Li ROCK I. PLAN NEW at e R was. 9MJN g apy ,•.. A A LEDRAINAGE WAY - ; IME CalpAc TKN ZONE Is 1 I I L>• 2W 5' MINT It, SECTIDN A -A S: DATE D=3' MIN, 5' MAX DIRECTION OF W=10' MBR. 25' MLC SURFACE FLOW W(FT.)- lO X DRAINAGE AREA (AC.) T5' ' W D4 FABRIC - -LfZOTEXTILE �IX MIN. RE4ER5E GRADIENT III TRAP OUTLET NOTES: TRAP USED FOR 2.5 AIRES DRAINAGE AREA OR LESS. DESIGN VOLUME IS A MRNNUM OF 1800 CUBIC 1 ^ FEET PER ARE OF T CONTRIBUTIG DRAINAGE A' AREA tITIt OF I TEMPORARY SEDIMENT TRAP �I 2.5 ACRES OR LESS _LgING DL - SATE No. 5. _7C '1 Preformed Joint Filler Between $ideWalks or Concrete Areas CSidewalk m and Concrete Foundation Concrete ren Approx. 1/4' 6' Min. 2' Foundation in Sidewalk Steel We Mesh or Concrete areas Preformed Joel Filler Between Sidewalks or Concrete Afeae and Concrete Foundation 2- Ground L •� 18" 36" Min Mn. 2' Steel Wore Meeh`- Longs if Directed by the Engineer In the Pldd Foundation in Shoulder or Boulevard areas NOTES Fp,nGatbn al be 5 Ian mtl wide Dl an cMinet base to be install,-. PI bl PTONtims . ae specified in aN br Special. 2. Mcha r nut and waaf d os roved b cob'net monufocWrer. off. a app Y (Numbsf Sze and IHSrrgM of onells rods shill be as required by the cabinet mvlufpoet o. 3. Upper by MecuEng'Inn� iinn'Mthe e Fall a chamferm in a neat monne as <. Conduit (dumber and size) Into foundatbn shell be as repuired in Plans or $pec:.: Provision. Tap< of cocnYduiltTl Ndryl.dbe Ctwhreoaedd and prcoo 'ed afx natmation SdJ2 t1gr ptAlux MetapabY)r. yo�e'l.h�e tltrbc ed by tneaDE, ,ahem.. o Out andl not Interlse sin any cabinet s -.twg mambas. 5. A 5//B' Dia. z 15' graudo rod MW tax astmled n the foundation and project 2'-S- Dhow concrete. 5. A ddatdk or concrete on. Stoof be m the door side of Me basnet in all oases. 7. CanusHri mu 3A32 or eaual to be used fie foundotkrn and concrete walk S. Service ondasun shall be orientated away from adjacent street/parking lot lighting. �o�y pf�O��F SERVICE CABINET WRIIMRDL1t�II FOUNDATION ENGINEEPING DEPARTMENT5243 PUre M°" SAMPLE EROSION CONTROL "A„, �, PLAN FOR MULTIFAMILY LOTS _OT� CMELTI(r SIT FWIS I ' I -v-Up Ar pppltt U[ LOT 3 ' LOT 2 I ( ILmD 1kW Wlbe assets we _ tebne F The a. PExtETER 11O'� rM>uY I I aT s Mo w sties tAeM sl4fArE wTu w FR aw Boom URB & GUTTER wDH-Lee aT Fvr¢ STREET ENTRANCE STORM SEWER MET SEDIMENT CONTROL "CO OR SWFBAR INLET PROTECTION DETAIL 5302. • Witter reaour. Taff must pe cantacted before any/all dewatering aoENA, Parameter sediment cantles ae nacamr, at bass 4spTr9 Preawty and IIIedges. Note that adimmt can[rda read to prouiM %.1Lmat by turning pemetw ob,"s upwalub-into property. Perimeter control can include Mter nage, mulch hems arta/a at Nnce. • SQ Woof Spec. 3887 & 2573. • Temporary etodmaa mnhot be plasm in bonsga ,woes. surfoce esters, or m q b : streets. and must hood perimeter centre. -_ ,ON CONTROL Sol -Ste has a minhoum of 4-6 inrhes of la wed. nsRucti. w,h.ce-t to 2' coon cruse. nock at a death of 6 Trainee. House Roof ParnNler-Sura mudan at 2 Fara data wound house dea ly before reef lire If house nae fain guttws, doehibuta naet anergy daelpatmn. 4apa-Stwper Man 4:1 ail poMMw great to the waters or Ne state nee, annual central blankets and temperery of pwrnmart aammS Swdes-Nees blankets over Me First 200 .. aln.s a 11 on'eoes. cm OF EROSION CONTROL FOR MULTIFAMILY LOTS (TYP.) ENGINEERING DEPARTMENT flAtt 53020 OV�FoC.TPF O V iLP(� Whse Me Now of waster he sheetitq, pipes sed supe Perpendicular to the dbeetJon ,t water Naw. SHINGLING SOD OV��,`r`� O•Lt LLQ Where Me now of toter is cancentroted. pace sod sl: psdlsi to the direction at OVERLAPPING SOD vote now. NOTE: AINpoo peggng w sod is not apeaficdly required it is understood Boat Me control *it be responsible for Me successful establishment of the sad cludi-: repay of repocemmt of sod which °soma tlbplaced or danaged c:k orot.u. of proper oar.. PTTC�R��IB I SOD PLACEMENT 7_5'ARTME4'T PUTS xOC' 5\5]0.1 2'-o' I 4'-G" 2'-O'' 1/2".6" GaUorizec ,CT with Cut Washers (Carriage, He.. or SQ.) 7-1/2' V-3 1/4' E' -3 1/4" NpmPol 1 z8 XB' -0" 2'-2' No. f MIN. Grade Lumbo E. - EX. Gtourki ... . APPROX. Treated Wood Posts No. 2 Grode Lumber or better The barricade board face surfaces shall in lolly react, sho in ,Remote silver the and red striping, cE S a x3352..2 sheeting conforming to Me reauirementa of Mnoot Spec- 3352.2A2a, Standard No. t. Prior to installing the refettWs Showing, the barricade boards shall be given a c.plate coating of White Wood Primer Point canforming to MnDot spec 3513, followed by a second coat of white Paint conforming to WrI spec. 3531 DPlied only to the surfaces not covered will, refiectwe stuffEng. The barricade boorda .boll be completer, pointed and reflectrized Meeting opplied before being installed on the posts. The barricade shall be pbced 10'-0" from end of bituminous road, berricadeS to be cornered on Ute roadway. M be facing tratC flow. .. .......Jose with the Mnnes;I,. .. �p CM�p�Ot1FTYPICAL MMER BARRICADE REVLsm: 1-1p �NGiNEF R,VG DEPARTMENT P1'ArE NO.. 524<: FILE NAME: G 52a• EROSION CONTROL PLAN FOR INDIVIDUAL LOTS WITH SWALE DRAINAGE LOT t \ \ 2 \ LOT 3 DRAINAGE SWALE / / I LEGEND �F 1 .a... w....r PERIMETER I HOUSE ROWER CURB B GUIr STREET ENTRANCE STORM SEWER INLET SEDIMENT CONTROL WM00 OR SIMILAR MEET PROTECRKXN DETAIL Water reacurces staff must be, contacted before any/ail dewatering actiWty • Renmeler sedmmt ..bots are necawry at doom ,lapin praterty and almost .dges. Note that Sediment centres need to ReniM conlonmenl by turning perimelw oantrols apalepe-into property. Parameter callmds can neluder titer logs, mulch beams and/a s1t Nonce, • See MNDot Spec 3697 It 2573. • Temporary stockpila cmnot be paced In dranage swdes, surface sten, by . t. Wats, am must beat perimetw aantrol. EROSION CONTROL • Construction entronce-1 to 2- Gem a fished rots, at a depth of 6 inches. • Haux Rant Parkneter-Strae mulch of 2 aches deals around house dirmUy rr.. Ne roof One If house has roln gutters, downspouts need energy dissipater • Sops -Super than 4:1 with positive grade to the ween of the state nuc:: erosion control blankets and temporary r permanent Modau . j • See MNOFL Spec. 3665 & 2575. Swaoo Need blankets over the fnal 200'. dams If Seo, of 4:1 r greoll. EROSION CONTROL FOR INDIVIDUAL LOT WITH cow SWALE DRAINAGE - - cPTMENT Pure No_ 51302D Y-3' CRUSHED 5- 0VEWFLOW WEIR WASHOUT AREA PLAN ACTABLE ATTACH T TOTE]P LIFTER M PLACE Y-3' CLEAN STONE IO MIL PLASTIC MNG If 6-RUCTED BERM WASHOUT AREA if EXCAVATED PIT 5E-CTION A -A NOTES' 1) LOCATION OF THE WASHOUT AREA SHALL BE AT THE DISCRETION OF THE CONTRACTOR BUT IT MUST BE SHIRAI ON THE PLANS AND MUST BE IDENTIFIED ON-STE USING SIGNAGE. THE WASHOUT AREA SHALL BE AT LEAST THE MINIMUM DISTANCE FROM THE RIGHT OF WAY AS REOORED BY LOCK ,JURISDICTION, THIS WASHOUT AREA SHALL BE LOCATED IN SUCH A MANNER SO THAT CONCRETE TRUCKS MAY PASS THROUGH THE WASHOUT AREA PRIOR TO THE STABILIZED ROCK CONSTRUCTION EXIT. 2) HARDENED MATERIAL SHALL BE BROKEN UP AND CLEANED OUT AS NEEDED TO MAINTAIN A FUNCTIONING WASHOUT AREA VOLUME OR AS MAECrD 5Y -HE ENGNEFR BE GREATER THAN SO FEET FR BE SELF CONTAINED AND WA-F- �PI'iOF CONCRETE WASHOUT AREA REWsm }14ENGINEERING DEPARTMENT fleTE M°- 5304 RE IIMff:a R'STaa PSI s", MR LFNaN sl PJSr. -. 6DTEXIXL Feewc at e R was. 9MJN g apy ,•.. SET FENCE, MACHINE SUCIDM w.snc m lss r (so LL rwnE) ANChOl IME CalpAc TKN ZONE LCcAnno N R!P IF as f V,1 il�w' FLOW if A `LU wpla( yy.p 5@ F'YK LI SET FENCE, MACHINE SUCIDM SLT FENCE. HEAVY DJTY(1Q 5 FT. wall LENGTH STEII POST WOTEXTILE FA AT 6 FT. MAK PACING 36 .KE STAPLES FA ANCHDRA°E Telti L BALNhL NIH TAMPED MILMAL SON. nr u C, Oat zo sen mw N. SET FENCE, PREASSEMBLED(1)® ,•:kid to - 20 If 25 FEET GREATER MM 2af IS FEET :9LT PER WW 9GE EQMCE FENCE C5. SEE PEGS TIT] 6 3B8fi. LOCATION � SLT FENCE 1Q To 1pe.e< Ars From Snell Fla FOR =ENT CONTROL �` MT m fwtrbutn< Areo' ` MC �� r .FHCE IE,w As: G X11 :LOPE GHBDE G r SIRACIMN LMR LOCATION OF SILT FENCE �11�1� FOR PEREMITER CONTROL ul l of SILT FENCE rENacD: ]-r2 „ %CERAI, DEPARTMENT PLATE vo FAE NME:G\ENG�sPES\53Op 530v `STREET ENTRANCE STORM SEWER INLET SIThMENTSONTRQL "MCO OR SIMILAR INET PROTECTION DETAIL 5302A WatA reswrces staff must be owtwlM before any/dl dowering aclvRy Penmeter averment controls aeesy at domeol property d softly edgeu s- Note that Srlwrt conlydawand to prose containment by Wmng lio,a w rmhds aPalwe-into prmaty, • Perimeter contras can odude titer Naga, m,.m, berms and/or at force. See MNDmt Spw. 3897 & 2573. • Tempprpry amrwppes cannot the waced In do nage wises. Surface waters. or on Rouic Strwts and must haw Wimeter omtra. EROSION CONTROL Ts61-Site hos IS minimum of 4-6 immes of topsoil. • Constructim entr.ae-1 to r clean crushed rock at a depth of 6 Mmes. House R. Perimeter -Straw imokoff at 2 e&.S deep wound house directly below rmf line. If house has ran gutters. d.emlouts need energy dissipation. • Seropus -steeper than 4:1 with pcait.ve groed to the editors of the state need KI contra blankets and temporary or permanent setting. • Seams -Need blankets over the find 200'. SaTiou-Nord check dome it Sopa is 4:1 or greater. e N " •.c. tv55 & 2575. GNU MULTIFAMILY CONTROL PLAN FOR u11R1111s1MB�MULTIFAMILY LOTS WITH SWALE DRAINAGE 2 -TIT ENGINEERING DEPARTMENT vuR No.. N.aMEG: GS sS, 5302E USE (INCLUDING COPYING, DISTRIBUTION, AND/OR CONVEYANCE OF INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT SATHRE-BERGQUIST, INC.'s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY INDEMNIFY SATHRE-BERGQUIST, INC. OF ALL RESPONSIBILITY. SATHRE-BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING FROM ILLEGITMATE USE. 0 ,�-RS S� C9O u N SATH RE-BERGQUIST, INC. N 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 476-6000 P�� c1FRS Pt T YKUJtI I IVU. �• r - a CHANHASSEN, MINNESOTA � c TCW CHECKED BY RSM DATE ROBERTS. MOLSTAD, P.E. �/ L( L8 Date: 7 Lic. No. Sa 06/14/17 �®®� ZSm tea• oa F W lm /� ..-.- .....-. .'.)`j `STREET ENTRANCE STORM SEWER INLET SIThMENTSONTRQL "MCO OR SIMILAR INET PROTECTION DETAIL 5302A WatA reswrces staff must be owtwlM before any/dl dowering aclvRy Penmeter averment controls aeesy at domeol property d softly edgeu s- Note that Srlwrt conlydawand to prose containment by Wmng lio,a w rmhds aPalwe-into prmaty, • Perimeter contras can odude titer Naga, m,.m, berms and/or at force. See MNDmt Spw. 3897 & 2573. • Tempprpry amrwppes cannot the waced In do nage wises. Surface waters. or on Rouic Strwts and must haw Wimeter omtra. EROSION CONTROL Ts61-Site hos IS minimum of 4-6 immes of topsoil. • Constructim entr.ae-1 to r clean crushed rock at a depth of 6 Mmes. House R. Perimeter -Straw imokoff at 2 e&.S deep wound house directly below rmf line. If house has ran gutters. d.emlouts need energy dissipation. • Seropus -steeper than 4:1 with pcait.ve groed to the editors of the state need KI contra blankets and temporary or permanent setting. • Seams -Need blankets over the find 200'. SaTiou-Nord check dome it Sopa is 4:1 or greater. e N " •.c. tv55 & 2575. GNU MULTIFAMILY CONTROL PLAN FOR u11R1111s1MB�MULTIFAMILY LOTS WITH SWALE DRAINAGE 2 -TIT ENGINEERING DEPARTMENT vuR No.. N.aMEG: GS sS, 5302E DESIGNER NO. BY DATE REVISIONS USE (INCLUDING COPYING, DISTRIBUTION, AND/OR CONVEYANCE OF INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT SATHRE-BERGQUIST, INC.'s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY INDEMNIFY SATHRE-BERGQUIST, INC. OF ALL RESPONSIBILITY. SATHRE-BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING FROM ILLEGITMATE USE. 0 ,�-RS S� C9O u N SATH RE-BERGQUIST, INC. N 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 476-6000 P�� c1FRS Pt T YKUJtI I IVU. DETAIL SHEETS FAWN HILL HP HOLDINGS, LLC. FILE NO. 37865-001-200 - a CHANHASSEN, MINNESOTA � c TCW CHECKED BY RSM DATE ROBERTS. MOLSTAD, P.E. �/ L( L8 Date: 7 Lic. No. Sa 06/14/17 ZSm w �M z oa F W nBi uauII1D��„ N <c ax O O a 0 O 0 o¢ 0 O O - N O O O tj< o1a «� 8 WM TEMPORARY OUTLET OUTLET (ROCK WEEPER) ENGINEERING DEPARTMENT Purz N0. 5305 FILE NAFe , _ DESIGNER NO. BY DATE REVISIONS USE (INCLUDING COPYING, DISTRIBUTION, AND/OR CONVEYANCE OF INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT SATHRE-BERGQUIST, INC.'s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY INDEMNIFY SATHRE-BERGQUIST, INC. OF ALL RESPONSIBILITY. SATHRE-BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING FROM ILLEGITMATE USE. I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WASLAI) PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. S yf�t��a ,�-RS S� C9O u N SATH RE-BERGQUIST, INC. N 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 476-6000 P�� c1FRS Pt T YKUJtI I IVU. DETAIL SHEETS FAWN HILL HP HOLDINGS, LLC. FILE NO. 37865-001-200 - TCW CHANHASSEN, MINNESOTA DRAWN BY 10 11 TCW CHECKED BY RSM DATE ROBERTS. MOLSTAD, P.E. �/ L( L8 Date: 7 Lic. No. Sa 06/14/17 oil 99 [ _ 't l ;� t p,r�r,rrAi•'[itt�fi:'irlif ! 9 ? _ ti r iy t T1 -4 C � - slm ren rAve .{ c e� rfl i[il i S y • 'j� i� I I 'i s Aitaf; +tt f;[li :jf t�},il, rI rf }ll,ft •f s ; R d ! f' Sr 2 (#�i[iir`�i[sl�3#i tiF�til;1 r;ei,ili[ a $ l u j i ry ■ [ i LwA 3I fill[ its Ilt x=aa![l c o®at I I�{[tqf }�[i'0 it ;if i"I I 'ff;;f lii Prj� , f}(fitilf 3 1 t s i'ct •> ILI [ i , nnzEs ti_ i t t i s B I i `� I) CONTACT MANUFACTURER OR DISTRIBUTOR FOR EXACT INSTALLAnON AND DEPTH REQUIREMENTS. 2) STREAMS MAY REQUIRE ADDITIONAL ORGTERNATE BMP. CHECK NTH i ', f g i R,,,,re,•a � E� f •4 f i' MANUFACTURER FOR STREAM USE LAND SONS. I i t q y -c` 66 Age 3) REMOVE SILT U p OILS/ FROM LAND SDE OF CURTAIN. REMOVE IIID.. 3 I- m CURTAIN AND ALL SOILS/ DEPOSITS UPON COMPLETION OF MAINTENANCE PI AcnWnes. [ . LD ito5IUni Aw11D3q u111rt FLOATAl10N I! S iIIL{[ i 1. 3 �� , ,•. - - a It SILT CURTAIN `!_ l y ,It „ iyi��y, [ •!moi xLmru. r-1° ENGINEERING DEPARTMENT HATE xo_ 5306 - I.l[I 9f f - i` l $• nF rWNL:c \SECS sxRe w L- R' 1 . 1 i ie' `°4 ate.•,, EM a II r 0 II 11 1Z ° mud III 8 O��Iha\ SII I 1 ` [ PROJECT NAME ON I PROJECT E A 54 LOT SINGLE FAMILY RESIDENTIAL SUBDIVISION DEVELOPER- NAME PHONE NUMBER CONTACT- NAME PHONE NUMBER 6r PERMITTED CONSTRUCTION HOURS-MON.-FRI. 7AM 6PM SATURDAY 9AM-5PM ABSOLUTELYIII NO CONSTRUCTION ACTIVITY, j MAINTENANCE OR DELIVERIES ALLOWED ON SITE OUTSIDE OF THESE HOURS. .' CITY OF CHANHASSEN ENGINEERING DEPARTMENT 952-227-1160 NOTES: 1. SIGN SHALL HAVE A MINIMUM OF TWO POSTS 2. INSTALL SIGNS AT ALL CONSTRUCTION ENTRANCES. 3 SIGN SHALL HAVE WHITE BACKGROUND WITH BLACK LETTERING. 4. LETTER SIZE TO FIT B' X 6' SIGN, Uff or INFO SIGN ENGINEERING DEPARTMENT 5313 .:•;SPECB uII Air€ i N �¢ m Io- m 1I rEi'S•[E still - w sea®oa a ao o eo os oeeee w e see a e e f�e ff i'• � [ f' l f f � if [ i � ��g �I �I t I I I [ I p 5 aiIAi[3'f9yge iN{i f�}�•;+aa[eis.f#se "' ifl1[a'Ii§fiaaf� 5,4_3i[fea o'=fe�,E{i{E�; e ° �,• . e[r AAL�€CI! rT el�lll37 �s�Hi!f fii9 g'[,fa 1 f@ ia i§+ or ilifpi Iaf,st IiRifij} 3[� iii ir[..+.[!E-t[i$ }{31®•'{,leeNii E [[ iI e [[ i „iiH',e Ss[i J•li�9 i►•it1'! 1i•O••••MO®qmO ,RiI'Btt 08[1 0l j0 3eEalIOK;! it 01 +�e°p g.7s[[{ fii 1E["!e9tt hl !i pl34[ tI Heie l i[E !e Ef 1 I {IlI f[ iIIlie aasmsssmammammamoseasaseaseeeo HIM iA@P N�> s i[ t ' pl; � a•9 � t LIT STATION '� (� LXT STABCN Ex0F6mx: -� _ LYT STATION AID VKVE K- Llit STAIKN AM V,LK UraEFIIRI Mf Ui STA, Q.O Mtc 4\� {iE i,.rc lillf LXT STARON oraEfllNc , ®f STANQATD BFTAA SWI -5 1-10 a.umrx ,ww- 91E BETML SWt-C 2-50 [gPMlID1T •v+w..- DRSSrAANWMO DETAA +.. w-. .wsa PR,wlCarrr ,wawa IB® r 5601-C ]-In STMNMO OETMt SWI -A I-10 l3PMf1[ML _. :0.AN) PFPMMM tltt_ * LgOlrxr Y f� ®' - tt_ M cIIEVATI0N7 -. - — OfP,Alr4i •w�_ STAN(NTAR sWx a t -a _,'T'P V_ MQr z -w .xn.m:,s t� (EtlYATDN) --.-_ __.. STANDARD DETAILS jx1{ ual 1. -C- - i ® ➢:m .:. o:: �r .Ie. or +.Ltrol r m 500, 1 •�•, I I Na b 6mw ,s. a r Ywrr v. IT -- CAST ra_a. N„gg zru-U. b 1 __________ / - IRON 3.44 COPPERHEAD CAST PENTAGON �,,`•`m"N°itli'M' a �A., .,n n.n k^og ... ° +.+. r •^ J I _ COPPERHEAD I TAPED TO r�-9M � TIGHHEADTENING SOLTPENIN FOR WAX PACK a TAPED TO TIRE I TIGHTB@Y I I I — •O �T *s• s s•+• w Ile) I n wr TAPED TO TUBE m P� M � ONTO BoX CAST BION LID Nata:e,N (TIP)� I PENTAGON � WOLb Service-Planvka `° z NYLON _ r nGT� �+u�W� HEM BOLT FOR WW INSULATION ONTO TTxDIG Q e•`Q'O WASH ONTO ERS sew,. BO)f GST N 'EST O IRON LID .�, ONTO BDX CAST o COPPO6ffAD 96TALL WAX PACK TERMINAL aw,vu °� NYLON S "LID WAX PACK AROUND COPPERHEAD AND MOUNTING INSULATION PLASTIC WASHO� TAPED TO TUBE TRACER WIRE COMPONENTS ma ••rr R'K7 na.. vw ,z.,, ::.; ... ...... -- rawtiTK WASHERS NUT, AND WASHER , d,,:� x,R. G,YYV pRr rq„... MC R WITH SLEEVE ADDED TRACER BOX LID rY1PaP Awa «:.+. wmm,1O 2.6Y 0.0. TERMING TO COMPONENTS BRIOM PLASTIC 2BS O D. ItE5TM1 WAX PACK AROUND COPPERHEAD AND COMPONENTS RirDM BRASS T9218NG y,r aa,+ mli IM, TRACER WIRE COMPONENTS CAST W40N AND MOLOCTING INSTALL WAX PACK COMPONENTS r„a-r �)'aa oxo w- i rrc R wrt <Io,u,I TRACER WIRE —� TRACER BOX MOUNDCOPP6UEADi a APWA UNWORN COLOR CODE IraveM I_1R,.P.,d,.InM O=W„)b,rab rtAi aNM aaYW-Yw (}TY) ��i��4aa.rr- ra..,.wr,GIM er.l.rlr ,r a,_ a +rI M-,�ua..Y-.arusere+e` ffi__.s-a o_ r_ o K AtmoeMIltts_o�r_.Mri bwryeIsl,olr aw_, iam-Ta R . In — TRACER BOX Lm D -ELECTRIC MWA twBM COLOR mot YELLOW UNFCOLOR CODE RED - ELECTRIC RED ELECTRIC ORANGE COMMUNICATION YELLOW GAS Y910W -GAS BLUE - PEWATERwv OMCPITIOm wm ORANGE COrmeMCATION PLE R<LAIHEDWATERBLT�m BOX POTABLE WATER PrW GREEN SEWER w,. -. - a w "0, ease r AYMArN my Ma^ vas (Tw) .wv r w a .v. ti a a rw a w) aM M M M b Mu WC Mtl. Fy, O MRb zea Os ICa M 4 bn a^wf^• '"CMiR-mY:1Cr�.C:�M'�ce�.. mPURPLE - RECLAIMED WATER M GREEN SEWER vlmrk IV a. 5 eNz,a. "•"'x•••.rN�+.� w - Trmr m t ®IR Rai leRr m.., -a N.1aeYM m,a<`s !♦ MUFFLE - REAMED WATFL: i tlx evaMtbz awl M n,Y ,Nr w a'b rCWIC ar 1i w TMC YML aro VAwln,[`� NOTES: NOTES: NOTES: v.�u a:m...v+u r saws .;"a .o . ,. a m•a "vw..°° "' .ra�.a 'OIFu� u mn' is zor INSTALLATION SHALL FOLLOW wANUFFC11F6ItbTRUC'TIONS. INSTALLATION SHALL FOLLOW MANUFACTURES INSTRUCTIONS INSTALLATION SHALL FOLLOW MMIXACTINiF_S INSTRlKTiONS. -V.- CAPS .+us a r rr,tlA=,C CAPS SHALL BE COLOR CODED TO BE SPECIFIC TO UTILITY BEING TRACED. CAPS SAL BE COLOR CODED TO BE SPECIFIC TO UTILITY BEING TRACED. CAPS SHALL BE COLOR CODED TO BE SPEOFC TO UTILITY BEING TRACED, Y<T< N' haw 'Mater Service-Sst'Rn Yroa m.¢tm IMw t Inw .,I tK TRACE WIRE PLAN (WATER) no a lanae aWrzTPrR M,ENw��mppLwx� �OF TYPICAL CM OF TYPICAL � �ff TYPICAL � �� MAIN ., -,'.CER WIRE � �(���p�QBFp WATER SERVICE � #lil�l HYDRANT TRACER EE11pp����pp��E0I(!FIppjj MAGNETIZED TRACER BOX ETp�[7Q��ary MAGNETIZED TRACER BOX EELIpp,���pp,�QpBi�� MAGNETIZED TRACER BOX Idem TRACER WIRE DETAIL WIRE DETAIL 4OBII�BBOWIENGINEERING T�MBOX CD 54 TP 411NIBhivGIeENGINEERtNG DEPARTMENT DUTY BOX LD 14 AD] SSOt 1�11NM�ENGINEERING DEPARTMENTAD AY BOX R614 TP ENGINEERING DEPARTM cevlsh zl: CONCRETE/DRIVEWAY YIATTID.: HAre"°. _. _ ,✓flYSFDa IT ENGINEERING DEPARTMENT 1-11 « ENGINEERING DEPARTMENT fvATE SSCP y,.5502 � :ssaT ENT RLE hME:G sPEcs sso, 5J1:4 Flli uIW ,.c ,. DESIGNER NO. I BY DATE REVISIONS USE (INCLUDING COPYING, DISTRIBUTION, AND/OR CONVEYANCE OF TCW INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT DRAWN BY SATHRE-BERGQUIST, INC.'s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT TCW SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY CHECKED BY INDEMNIFY SATHRE-BERGQUIST, INC. OF ALL RESPONSIBILITY. SATHRE-BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE RSM USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING DATE FROM ILLEGITMATE USE. I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT ;JA AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE o LAWS OF THE STATE OF MINNESOTA. w -A N ROBERTS. MOLSTAD, P.E. Date: 0 4 / /L/ / /7 Lic. No. -L_ L/ -z-8 m t h NGtiFRs P SATHRE-BERGQUIST, INC. 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 476-6000 CHANHASSEN, MINNESOTA DETAIL SHEETS FAWN HILL HP HOLDINGS, LLC. FILE NO. 37865-001-200 11 11 O��Iha\ SII 1 ` [ I [ I p 5 aiIAi[3'f9yge iN{i f�}�•;+aa[eis.f#se "' ifl1[a'Ii§fiaaf� 5,4_3i[fea o'=fe�,E{i{E�; e ° �,• . e[r AAL�€CI! rT el�lll37 �s�Hi!f fii9 g'[,fa 1 f@ ia i§+ or ilifpi Iaf,st IiRifij} 3[� iii ir[..+.[!E-t[i$ }{31®•'{,leeNii E [[ iI e [[ i „iiH',e Ss[i J•li�9 i►•it1'! 1i•O••••MO®qmO ,RiI'Btt 08[1 0l j0 3eEalIOK;! it 01 +�e°p g.7s[[{ fii 1E["!e9tt hl !i pl34[ tI Heie l i[E !e Ef 1 I {IlI f[ iIIlie aasmsssmammammamoseasaseaseeeo HIM iA@P N�> s i[ t ' pl; � a•9 � t LIT STATION '� (� LXT STABCN Ex0F6mx: -� _ LYT STATION AID VKVE K- Llit STAIKN AM V,LK UraEFIIRI Mf Ui STA, Q.O Mtc 4\� {iE i,.rc lillf LXT STARON oraEfllNc , ®f STANQATD BFTAA SWI -5 1-10 a.umrx ,ww- 91E BETML SWt-C 2-50 [gPMlID1T •v+w..- DRSSrAANWMO DETAA +.. w-. .wsa PR,wlCarrr ,wawa IB® r 5601-C ]-In STMNMO OETMt SWI -A I-10 l3PMf1[ML _. :0.AN) PFPMMM tltt_ * LgOlrxr Y f� ®' - tt_ M cIIEVATI0N7 -. - — OfP,Alr4i •w�_ STAN(NTAR sWx a t -a _,'T'P V_ MQr z -w .xn.m:,s t� (EtlYATDN) --.-_ __.. STANDARD DETAILS jx1{ ual 1. -C- - i ® ➢:m .:. o:: �r .Ie. or +.Ltrol r m 500, 1 •�•, I I Na b 6mw ,s. a r Ywrr v. IT -- CAST ra_a. N„gg zru-U. b 1 __________ / - IRON 3.44 COPPERHEAD CAST PENTAGON �,,`•`m"N°itli'M' a �A., .,n n.n k^og ... ° +.+. r •^ J I _ COPPERHEAD I TAPED TO r�-9M � TIGHHEADTENING SOLTPENIN FOR WAX PACK a TAPED TO TIRE I TIGHTB@Y I I I — •O �T *s• s s•+• w Ile) I n wr TAPED TO TUBE m P� M � ONTO BoX CAST BION LID Nata:e,N (TIP)� I PENTAGON � WOLb Service-Planvka `° z NYLON _ r nGT� �+u�W� HEM BOLT FOR WW INSULATION ONTO TTxDIG Q e•`Q'O WASH ONTO ERS sew,. BO)f GST N 'EST O IRON LID .�, ONTO BDX CAST o COPPO6ffAD 96TALL WAX PACK TERMINAL aw,vu °� NYLON S "LID WAX PACK AROUND COPPERHEAD AND MOUNTING INSULATION PLASTIC WASHO� TAPED TO TUBE TRACER WIRE COMPONENTS ma ••rr R'K7 na.. vw ,z.,, ::.; ... ...... -- rawtiTK WASHERS NUT, AND WASHER , d,,:� x,R. G,YYV pRr rq„... MC R WITH SLEEVE ADDED TRACER BOX LID rY1PaP Awa «:.+. wmm,1O 2.6Y 0.0. TERMING TO COMPONENTS BRIOM PLASTIC 2BS O D. ItE5TM1 WAX PACK AROUND COPPERHEAD AND COMPONENTS RirDM BRASS T9218NG y,r aa,+ mli IM, TRACER WIRE COMPONENTS CAST W40N AND MOLOCTING INSTALL WAX PACK COMPONENTS r„a-r �)'aa oxo w- i rrc R wrt <Io,u,I TRACER WIRE —� TRACER BOX MOUNDCOPP6UEADi a APWA UNWORN COLOR CODE IraveM I_1R,.P.,d,.InM O=W„)b,rab rtAi aNM aaYW-Yw (}TY) ��i��4aa.rr- ra..,.wr,GIM er.l.rlr ,r a,_ a +rI M-,�ua..Y-.arusere+e` ffi__.s-a o_ r_ o K AtmoeMIltts_o�r_.Mri bwryeIsl,olr aw_, iam-Ta R . In — TRACER BOX Lm D -ELECTRIC MWA twBM COLOR mot YELLOW UNFCOLOR CODE RED - ELECTRIC RED ELECTRIC ORANGE COMMUNICATION YELLOW GAS Y910W -GAS BLUE - PEWATERwv OMCPITIOm wm ORANGE COrmeMCATION PLE R<LAIHEDWATERBLT�m BOX POTABLE WATER PrW GREEN SEWER w,. -. - a w "0, ease r AYMArN my Ma^ vas (Tw) .wv r w a .v. ti a a rw a w) aM M M M b Mu WC Mtl. Fy, O MRb zea Os ICa M 4 bn a^wf^• '"CMiR-mY:1Cr�.C:�M'�ce�.. mPURPLE - RECLAIMED WATER M GREEN SEWER vlmrk IV a. 5 eNz,a. "•"'x•••.rN�+.� w - Trmr m t ®IR Rai leRr m.., -a N.1aeYM m,a<`s !♦ MUFFLE - REAMED WATFL: i tlx evaMtbz awl M n,Y ,Nr w a'b rCWIC ar 1i w TMC YML aro VAwln,[`� NOTES: NOTES: NOTES: v.�u a:m...v+u r saws .;"a .o . ,. a m•a "vw..°° "' .ra�.a 'OIFu� u mn' is zor INSTALLATION SHALL FOLLOW wANUFFC11F6ItbTRUC'TIONS. INSTALLATION SHALL FOLLOW MANUFACTURES INSTRUCTIONS INSTALLATION SHALL FOLLOW MMIXACTINiF_S INSTRlKTiONS. -V.- CAPS .+us a r rr,tlA=,C CAPS SHALL BE COLOR CODED TO BE SPECIFIC TO UTILITY BEING TRACED. CAPS SAL BE COLOR CODED TO BE SPECIFIC TO UTILITY BEING TRACED. CAPS SHALL BE COLOR CODED TO BE SPEOFC TO UTILITY BEING TRACED, Y<T< N' haw 'Mater Service-Sst'Rn Yroa m.¢tm IMw t Inw .,I tK TRACE WIRE PLAN (WATER) no a lanae aWrzTPrR M,ENw��mppLwx� �OF TYPICAL CM OF TYPICAL � �ff TYPICAL � �� MAIN ., -,'.CER WIRE � �(���p�QBFp WATER SERVICE � #lil�l HYDRANT TRACER EE11pp����pp��E0I(!FIppjj MAGNETIZED TRACER BOX ETp�[7Q��ary MAGNETIZED TRACER BOX EELIpp,���pp,�QpBi�� MAGNETIZED TRACER BOX Idem TRACER WIRE DETAIL WIRE DETAIL 4OBII�BBOWIENGINEERING T�MBOX CD 54 TP 411NIBhivGIeENGINEERtNG DEPARTMENT DUTY BOX LD 14 AD] SSOt 1�11NM�ENGINEERING DEPARTMENTAD AY BOX R614 TP ENGINEERING DEPARTM cevlsh zl: CONCRETE/DRIVEWAY YIATTID.: HAre"°. _. _ ,✓flYSFDa IT ENGINEERING DEPARTMENT 1-11 « ENGINEERING DEPARTMENT fvATE SSCP y,.5502 � :ssaT ENT RLE hME:G sPEcs sso, 5J1:4 Flli uIW ,.c ,. DESIGNER NO. I BY DATE REVISIONS USE (INCLUDING COPYING, DISTRIBUTION, AND/OR CONVEYANCE OF TCW INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT DRAWN BY SATHRE-BERGQUIST, INC.'s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT TCW SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY CHECKED BY INDEMNIFY SATHRE-BERGQUIST, INC. OF ALL RESPONSIBILITY. SATHRE-BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE RSM USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING DATE FROM ILLEGITMATE USE. I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT ;JA AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE o LAWS OF THE STATE OF MINNESOTA. w -A N ROBERTS. MOLSTAD, P.E. Date: 0 4 / /L/ / /7 Lic. No. -L_ L/ -z-8 m t h NGtiFRs P SATHRE-BERGQUIST, INC. 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 476-6000 CHANHASSEN, MINNESOTA DETAIL SHEETS FAWN HILL HP HOLDINGS, LLC. FILE NO. 37865-001-200 11 11 O��Iha\ SII I p 5 aiIAi[3'f9yge iN{i f�}�•;+aa[eis.f#se "' ifl1[a'Ii§fiaaf� 5,4_3i[fea o'=fe�,E{i{E�; e ° �,• . e[r AAL�€CI! rT el�lll37 �s�Hi!f fii9 g'[,fa 1 f@ ia i§+ or ilifpi Iaf,st IiRifij} 3[� iii ir[..+.[!E-t[i$ }{31®•'{,leeNii E [[ iI e [[ i „iiH',e Ss[i J•li�9 i►•it1'! 1i•O••••MO®qmO ,RiI'Btt 08[1 0l j0 3eEalIOK;! it 01 +�e°p g.7s[[{ fii 1E["!e9tt hl !i pl34[ tI Heie l i[E !e Ef 1 I {IlI f[ iIIlie aasmsssmammammamoseasaseaseeeo HIM iA@P N�> s i[ t ' pl; � a•9 � t LIT STATION '� (� LXT STABCN Ex0F6mx: -� _ LYT STATION AID VKVE K- Llit STAIKN AM V,LK UraEFIIRI Mf Ui STA, Q.O Mtc 4\� {iE i,.rc lillf LXT STARON oraEfllNc , ®f STANQATD BFTAA SWI -5 1-10 a.umrx ,ww- 91E BETML SWt-C 2-50 [gPMlID1T •v+w..- DRSSrAANWMO DETAA +.. w-. .wsa PR,wlCarrr ,wawa IB® r 5601-C ]-In STMNMO OETMt SWI -A I-10 l3PMf1[ML _. :0.AN) PFPMMM tltt_ * LgOlrxr Y f� ®' - tt_ M cIIEVATI0N7 -. - — OfP,Alr4i •w�_ STAN(NTAR sWx a t -a _,'T'P V_ MQr z -w .xn.m:,s t� (EtlYATDN) --.-_ __.. STANDARD DETAILS jx1{ ual 1. -C- - i ® ➢:m .:. o:: �r .Ie. or +.Ltrol r m 500, 1 •�•, I I Na b 6mw ,s. a r Ywrr v. IT -- CAST ra_a. N„gg zru-U. b 1 __________ / - IRON 3.44 COPPERHEAD CAST PENTAGON �,,`•`m"N°itli'M' a �A., .,n n.n k^og ... ° +.+. r •^ J I _ COPPERHEAD I TAPED TO r�-9M � TIGHHEADTENING SOLTPENIN FOR WAX PACK a TAPED TO TIRE I TIGHTB@Y I I I — •O �T *s• s s•+• w Ile) I n wr TAPED TO TUBE m P� M � ONTO BoX CAST BION LID Nata:e,N (TIP)� I PENTAGON � WOLb Service-Planvka `° z NYLON _ r nGT� �+u�W� HEM BOLT FOR WW INSULATION ONTO TTxDIG Q e•`Q'O WASH ONTO ERS sew,. BO)f GST N 'EST O IRON LID .�, ONTO BDX CAST o COPPO6ffAD 96TALL WAX PACK TERMINAL aw,vu °� NYLON S "LID WAX PACK AROUND COPPERHEAD AND MOUNTING INSULATION PLASTIC WASHO� TAPED TO TUBE TRACER WIRE COMPONENTS ma ••rr R'K7 na.. vw ,z.,, ::.; ... ...... -- rawtiTK WASHERS NUT, AND WASHER , d,,:� x,R. G,YYV pRr rq„... MC R WITH SLEEVE ADDED TRACER BOX LID rY1PaP Awa «:.+. wmm,1O 2.6Y 0.0. TERMING TO COMPONENTS BRIOM PLASTIC 2BS O D. ItE5TM1 WAX PACK AROUND COPPERHEAD AND COMPONENTS RirDM BRASS T9218NG y,r aa,+ mli IM, TRACER WIRE COMPONENTS CAST W40N AND MOLOCTING INSTALL WAX PACK COMPONENTS r„a-r �)'aa oxo w- i rrc R wrt <Io,u,I TRACER WIRE —� TRACER BOX MOUNDCOPP6UEADi a APWA UNWORN COLOR CODE IraveM I_1R,.P.,d,.InM O=W„)b,rab rtAi aNM aaYW-Yw (}TY) ��i��4aa.rr- ra..,.wr,GIM er.l.rlr ,r a,_ a +rI M-,�ua..Y-.arusere+e` ffi__.s-a o_ r_ o K AtmoeMIltts_o�r_.Mri bwryeIsl,olr aw_, iam-Ta R . In — TRACER BOX Lm D -ELECTRIC MWA twBM COLOR mot YELLOW UNFCOLOR CODE RED - ELECTRIC RED ELECTRIC ORANGE COMMUNICATION YELLOW GAS Y910W -GAS BLUE - PEWATERwv OMCPITIOm wm ORANGE COrmeMCATION PLE R<LAIHEDWATERBLT�m BOX POTABLE WATER PrW GREEN SEWER w,. -. - a w "0, ease r AYMArN my Ma^ vas (Tw) .wv r w a .v. ti a a rw a w) aM M M M b Mu WC Mtl. Fy, O MRb zea Os ICa M 4 bn a^wf^• '"CMiR-mY:1Cr�.C:�M'�ce�.. mPURPLE - RECLAIMED WATER M GREEN SEWER vlmrk IV a. 5 eNz,a. "•"'x•••.rN�+.� w - Trmr m t ®IR Rai leRr m.., -a N.1aeYM m,a<`s !♦ MUFFLE - REAMED WATFL: i tlx evaMtbz awl M n,Y ,Nr w a'b rCWIC ar 1i w TMC YML aro VAwln,[`� NOTES: NOTES: NOTES: v.�u a:m...v+u r saws .;"a .o . ,. a m•a "vw..°° "' .ra�.a 'OIFu� u mn' is zor INSTALLATION SHALL FOLLOW wANUFFC11F6ItbTRUC'TIONS. INSTALLATION SHALL FOLLOW MANUFACTURES INSTRUCTIONS INSTALLATION SHALL FOLLOW MMIXACTINiF_S INSTRlKTiONS. -V.- CAPS .+us a r rr,tlA=,C CAPS SHALL BE COLOR CODED TO BE SPECIFIC TO UTILITY BEING TRACED. CAPS SAL BE COLOR CODED TO BE SPECIFIC TO UTILITY BEING TRACED. CAPS SHALL BE COLOR CODED TO BE SPEOFC TO UTILITY BEING TRACED, Y<T< N' haw 'Mater Service-Sst'Rn Yroa m.¢tm IMw t Inw .,I tK TRACE WIRE PLAN (WATER) no a lanae aWrzTPrR M,ENw��mppLwx� �OF TYPICAL CM OF TYPICAL � �ff TYPICAL � �� MAIN ., -,'.CER WIRE � �(���p�QBFp WATER SERVICE � #lil�l HYDRANT TRACER EE11pp����pp��E0I(!FIppjj MAGNETIZED TRACER BOX ETp�[7Q��ary MAGNETIZED TRACER BOX EELIpp,���pp,�QpBi�� MAGNETIZED TRACER BOX Idem TRACER WIRE DETAIL WIRE DETAIL 4OBII�BBOWIENGINEERING T�MBOX CD 54 TP 411NIBhivGIeENGINEERtNG DEPARTMENT DUTY BOX LD 14 AD] SSOt 1�11NM�ENGINEERING DEPARTMENTAD AY BOX R614 TP ENGINEERING DEPARTM cevlsh zl: CONCRETE/DRIVEWAY YIATTID.: HAre"°. _. _ ,✓flYSFDa IT ENGINEERING DEPARTMENT 1-11 « ENGINEERING DEPARTMENT fvATE SSCP y,.5502 � :ssaT ENT RLE hME:G sPEcs sso, 5J1:4 Flli uIW ,.c ,. DESIGNER NO. I BY DATE REVISIONS USE (INCLUDING COPYING, DISTRIBUTION, AND/OR CONVEYANCE OF TCW INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT DRAWN BY SATHRE-BERGQUIST, INC.'s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT TCW SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY CHECKED BY INDEMNIFY SATHRE-BERGQUIST, INC. OF ALL RESPONSIBILITY. SATHRE-BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE RSM USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING DATE FROM ILLEGITMATE USE. I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT ;JA AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE o LAWS OF THE STATE OF MINNESOTA. w -A N ROBERTS. MOLSTAD, P.E. Date: 0 4 / /L/ / /7 Lic. No. -L_ L/ -z-8 m t h NGtiFRs P SATHRE-BERGQUIST, INC. 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 476-6000 CHANHASSEN, MINNESOTA DETAIL SHEETS FAWN HILL HP HOLDINGS, LLC. FILE NO. 37865-001-200 11 11 L �.YLJI lI1YL J..I�T V, SEC.10,1T0.116, RGE.23 31316 �F<<.F _..:4fr CALCULATE BASE LINE CANOPY COVER PER ACERAGE EX. CANOPY COVERAGE 128,309 SF TOTAL UPLAND AREA 497,965 SF BASELINE CANOPY COVERAGE* 25.77% LOW DENSITY RESIDENTIAL* 30.00% (LX. CANOPY/TOTAL UPLAND AREA) `PerSec. 18-61. Landscaping and tree preservation requirements. CALCULATE CANOPY SURPLUS OR REPLACEMENT EX. CANOPY COVERAGE 128,309 SF EX. CANOPY REMOVED 31,645 SF ADDTNL EX. CANOPY REMOVED (02/04/15) - SF REMAINING CANOPY 96,664 SF REQUIRED CANOPY (30%OFTOTAL UPLAND COVERAGE) 149,390 SF DIFFERENCE (52,726) SF Required Replacement (itree=1089sf) 58 IF DIFFERENCE IS POSITIVE, THEN ADEQUATE EXISTING CANOPY REMAINS IF DIFFERENCE IS NEGATIVE, THEN INADEQUATE EXISTING CANOPY REMAINS & 1.2 REPLACEMENT IS NECESSARY. EXISTING CANOPY COVER REMOVED CANOPY COVER Tree# Species DBH Condition Saved Removed Tree# Species DBH Condition Saved Removed Tree# Species DBH Conditior Savec Removed 71egia -species DBH Condition. Saves Removed Tree# Species DBH Condition Saved Removed 3 Ash,green 14.5 Good 14.5 44 Ash,green 14.5 Good 14.5 154 Ash, green 10.5 Fair 10.5 180 Willow 30.0 Fair 30.0 205 Boxelder 12.0 Fair 12.0 4 Ash, green 13.0 Good 13.0 45 Ash,green 20.0 Fair 20.0 155 Ash,green 19.5 Good 19.5 181 Boxelder 120 Fair 12.0 206 Ash, green 12.0 Fair 12.0 Tree# Tree species DBH Condition Stems Notes 5 Maple, silver 27.5 Good 275 128 Ash,green 14.0 Good 14.0 156 Ash, green 24.5 Good 24.5 182 Boxelder 115 Good 115 207 Boxelder 12.0 Fair 12.0 11 Maple, Norway 21.5 VeryPoor 1 Hollow, decay 6 Maple, silver 13.0 Good 13.0 129 Ash,green 12.5 Good 12.5 157 Ash, green 10.5 Fair 10.5 183 Willow 34.0 Fair 34.0 208 Ash, green 17.5 Fair 17.5 40 Boxelder 14.0 Very Poor 1 Nearly dead, multiple problems a Honeylocust 14.0 Good 14.0 130 Ash,green 12.5 Good 12.5 158 Ash, green 10.5 Fair 10.5 184 Boxelder 18.0 Good 18.0 209 Ash, green 14.0 Fair 14.0 118 Boxelder 10.5 Very Poor 1 Nearly dead, multiple problems 9 Honeylocust 15.0 Good 15.0 131 Ash,green 13.5 Good 13.5 159 Cottonwood 32.0 Good 32.0 185 Willow 20.0 Poor 20.0 210 Willow 36.0 Fair 36.0 254 Pine, white 31.5 Very Poor 1 Extensive decay 10 Maple, sugar 13.0 Good 13.0 132 Ash,green 14.5 Poor 14.5 160 Elm, American 10.0 Good 10.0 186 Boxelder 20.5 Poor 20.5 211 Elm, American 12.0 Fair 12.0 262 Pine, white 16.5 Very Poor 1 Hollow, extensive decay 11 Boxelder 125 Fair 125 133 Ash,green 16.0 Good 16.0 161 Ash, green 11.S Fair 11.5 187 Boxelder 15.0 Fair 15.0 212 Ash, green 14.0 Fair 14.0 270 Boxelder 13.0 Very Poor 1 Extensive decay 14 Oak, pin 13.5 Good 135 134 Boxelder 10.0 Fair 10.0 162 Ash, green 15.0 Good 15.0 188 Boxelder 11.0 Poor 11.0 213 Ash, green 16.0 Fair 16.0 319 Pine, Austrian 15.0 Very Poor 1 Stem defects 15 Oak, pin 13.0 Good 13.0 135 Ash,green 11.0 Good 11.0 163 Ash,green 15.5 Good 15.5 189 Boxelder 10.5 Fair 10.5 214 Willow 25.0 Fair 25.0 320 Boxelder 15.5 Very Poor 1 Extensive decay 16 Oak, pin 110 Good 130 136 Ash, green 10.5 Good 10.5 164 Boxelder 15.0 Fair 15.0 190 Boxelder 15.0 Poor 15.0 215 Willow 44.0 Fair 44.0 347 Elm, American 13.0 Very Poor 1 Dutch elm disease 17 Oak, pin 15.5 Good 15.5 137 Ash,green 16.0 Good 16.0 16S Ash, green 14.0 Fair 14.0 191 Boxelder 15.5 Fair 15.5 216 Willow 22.0 Fair 22.0 379 Walnut, black 13.0 Very Poor 1 Extensive decay 18 Oak, pin 14.5 Good 14.5 138 Boxelder 17.0 Fair 17.0 166 Ash, green 17.0 Fair 17.0 192 Ash, green 11.0 Good 11.0 217 Willow 12.5 Fair 12.5 390 Spruce, white 13.0 Very Poor 1 Extensive needlecast 19 Oak, pin 17.0 Good 17.0 142 Boxelder 14.0 Fair 14.0 167 Ash, green 1S.5 Fair 15.5 193 Ash, green 13.0 Good 13.0 218 Willow 40.0 Fair 40.0 392 Spruce, white 12.5 Very Poor 1 Extensive needlecast 20 Walnut 15.0 Good 15.0 143 Boxelder 18.0 Fair 18.0 168 Ash, green 12.5 Fair 12.5 194 Ash, green 11.5 Fair 11.5 219 Ash,green 12.0 Good 12.0 415 Spruce, Norway 27.0 Very Poor 1 Missing top, 25'scar 23 Maple, sugar 125 Good 125 144 Ash,green 20.0 Fair 20.0 169 Ash, green 26.5 Fair 26.5 195 Ash,green 12.0 Fair 120 220 Willow 20.0 Good 20.0 422 Arborvitae 15.5 Very Poor 1 Extensive decay 24 Maple, sugar 12.5 Good 125 145 Ash,green 10.0 Poor 10.0 171 Ash,green 16.0 Fair 16.0 1% Ash, green 12.0 Fair 12.0 221 Willow 14.0 Fair 14.0 26 Oak, pin 15.5 Good 15.5 146 Ash,green 12.5 Fair 12.5 471 Ash,green 10.0 Good 10.0 197 Ash, green 115 Fair 11.5 223 Cottonwood 65.0 Good 65.0 28 Elm, Siberiar 15.5 Good 15.5 147 Ash,green 12.0 Good 12.0 172 Ash, grecn 16.5 Fair 16.5 198 Boxelder 19.0 Fair 19.0 224 Willow 40.0 Fair 40.0 Total Caliper Inches 2141.0 29 Ash,green 15.5 Good 15.5 148 Boxelder 16.0 Fair 16.0 174 Boxelder 25.0 Poor 25.0 199 Boxelder 12.0 Fair 12.0 225 Boxelder 24.0 Fair 24.0 30 Ash, green 14.0 Good 14.0 149 Boxelder 10.5 Fair 10.5 175 Elm, American 10.0 Fair 10.0 200 Buckthorn 17.0 Poor 17.0 475 Boxelder 15.0 Good 15.0 Exempt Caliper Inches 0,0 31 Ash, green 17.0 Good 17.0 150 Ash, green 13.0 Good 13.0 176 Boxelder 18.5 Fair 18.5 201 Boxelder 24.0 Fair 24.0 226 Boxelder 12.0 Fair 12.0 33 Ash, green 17.0 Fair 17.0 151 Ash,green 14.0 Good 14.0 177 Boxelder 15.0 Fair 15.0 202 Boxelder 21.0 Good 21.0 246 Cottonwood 19.0 Fair 19.0 35 Oak, bur 125 Good 12$_ _152 Ash, green 13.0 Fair 13.0 178 Elm, American 13.5 Fair 13.5 203 Boxelder 22.0 Poor 220 316 Spruce, blue 15.5 Fair 15.5 Net Caliper Inches 2141.0 36 Basswood 15.0 Good 15 153 Ash,green 18.0 Fair 18.0 179 Willow 17.0 Fair 17.0 204 Boxelder 24.0 Fair 24.0 317 Spruce, blue 12.5 Fair 12.5 50% of Net 1070.5 318 Boxelder 12.5 Fair 12.5 321 Elm, American 14.0 Good 14.0 322 Walnut, black 13.0 Good 13.0 Caliper Inches Removed 409.5 323 Walnut, black 15.0 Good 15.0 )Vo 50 25 0 25 50 100 Removal Percentage 19.13% d ❑ ❑ ❑ ❑ Rj t SCALE IN FEET DRAWING NAME NO. BY DATE REVISIONS USE (INCLUDING COPYING, DISTRIBUTION, AND/OR CONVEYANCE OF INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT 1 HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I EERs 1 SSR` CITY PROJECT NO. TREE SURVEY FILE NO. 37865-001-200 - FHTree Survey _ _ _ _ _ _ - _ - - - - - - - - - - -- - - - - SATHRE-BERGQUIST, INC.'s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY LAWS OF THE STATE OF MINNESOTA. ti� w ��m = °n SAT H RE-BERGQUIST, INC. DRAWNBY - _ _ _ _ -- _ _ _ --- _ _ _ _ --------- _ _ _ _ _ _ _ - - - - _ _ - - INDEMNIFY SATHRE-BERGQUIST, INC. OF ALL RESPONSIBILITY. SATHRE-BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING FROM ILLEGITMATE USE. ROBERTS. Date: O MOLSTAD, P.E. 7 S,�. / Lic.No. Z7�Li-L8 HAN HASS EN MINNESOTA FAWN HILL H P HOLDINGS, LLC. C TS 0 m otiFRs 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 476 6000 �� P`pd`' CHECKED BY _ RSM _ DATE - 06/14/17 STORM SEWER POLLUTION PREVENTION PLAN (SWPPP FAWN HILL The work described to implement the following Storm Water Pollution Prevention Plan (SWPPP) shall be performed by the contractor as appointed by the developer. The work to install inspect and maintain the Best Management Practices (BMPs) to prevent erosion and provide sediment control shall be in accordance with the MPCA, and shall include, but is not limited to the requirements contained herein: 1. CONSTRUCTION ACTIVITY INFORMATION This SWPPP was prepared by personnel certified in the design of construction SWPPPs. Copies of certifications are available upon request. (Sathre-Bergquist, Inc. - Eric Johnson - 952-476-6000) Project Name: FAWN HILL Project Location: Address: City : Chanhassen State: Minnesota Zip Code: 55331 County Parcel ID Number (PID): 250101521 Project Type: Residential Commercial/Industrial Road Construction IResidential/Road Construction I Other Cumulative Impervious Surface Number of acres to be disturbed: 04.3 (tenths of an acre) Pre -construction acres of impervious surface: 00.3 (tenths of an acre) Post -construction acres of impervious surface: 01.3 (tenths of an acre) Total new impervious surface acres: 01.0 (tenths of an acre) Receiving Waters 3 2 R% Name of Water Body Type Special Water? Impaired Water? Bluff Creek Stream No Yes Wetland Wetland No KC2 No Pond Pond No 272% No Dates of Construction Construction Start Date: 08/16/2017 Estimated Completion Date: 10/31/2018 2. General Construction Project Information Personnel & Training Certified erosion control supervisor in good standing with who is knowledgeable & experienced in the application of erosion prevention & sediment control BMPs. (CONTRACTOR - CONTACT - PHONE #) Supervisor shall work with the project engineer/City of Chanhassen to oversee implementation of the SWPPP & the installation, inspection & maintenance of the erosion control BMPs. Long term O&M of permanent stormwater treatment systems - (City of Chanhassen - Water Resources Coordinator - PHONE #952-227-1160) Chain or Responsibility Owner / Developer & Contractor are copermitees for the National Pollutant Discharge Elemination System (NPDES) Construction Permit. Contractor is responsible to comply with all aspects of hte NPDES Construction Permit at all times until the Notice of Termination (NOT) has been filed with the MPCA or transferred to home builder or another contractor. Contractor will develop a chain of command with all operators on the site to ensure that the SWPPP will be implemented & stay in effect until construction is complete, the site has final stabilization & NOT has been submitted to the MPCA Describe the construction activity This +/- 11.4 acre development will consist of the land development of 10 single family detached homes, and 450 linear feet of streets. Other soil disturbing activates will include: home building, driveway construction, and lot landscaping. This project will be mass graded and constructed in 1 phases , grading will be completed in 2017, and utilities completed in 2017. Soil disturbing activities will include: Demolition of the existing structures, installation of a rock entrance berm, clearing and grubbing, installation of utilities/minor utilities(including private utilities -gas, cable, electric, etc..), the installation of silt fence and tree fence prior to grading, the installation of silt fence around the proposed ponding areas after the grading is complete, grading, re -spreading topsoil, and grading restoration which will consist of seeding and mulching all disturbed areas outside of the street row. Erosion blanket will also be installed on all 3:1 slopes or greater. Additional erosion blanket may be used throughout the site. See the Erosion & Sediment Control Plan for specific locations. 3. SWPPP Amendments The SWPPP must be amended as necessary to include additional requirements, such as additional or modified BMPs that are designed to correct problems identified or address situations whenever: 1. There is a change in design, construction, operation, maintenance, weather or seasonal conditions that has a significant effect on the discharge of pollutants to surface waters or underground waters. 2. Inspections or investigations by site owner or operators, USEPA or MPCA officials indicate the SWPPP is not effective in eliminating or significantly minimizing the discharge of pollutants to surface waters or underground waters or that the discharges are causing water quality standard exceedances (e.g., nuisance conditions as defined in Minn. R. 7050.0210, subp. 2). 3. The SWPPP is not achieving the general objectives of minimizing pollutants in stormwater discharges associated with construction activity, or the SWPPP is not consistent with the terms and conditions of this permit. 4. At any time after permit coverage is effective, the MPCA may determine that the project's stormwater discharges may cause, have reasonable potential to cause, or contribute to non -attainment of any applicable water quality standard, or that the SWPPP does not incorporate the applicable requirements in Part II I.A.8., (Impaired Waters and TMDLs). If a water quality standard changes during the term of this permit, the MPCA will make a determination as to whether a modification of the SWPPP is necessary to address the new standard. If the MPCA makes such determination (s) or any of the determinations in Parts 111.6.1.-3., the MPCA will notify the Permittee(s) in writing. In response, the Permittee(s) must amend the SWPPP to address the identified concerns and submit information requested by the MPCA, which may include an individual permit application. If the MPCA's written notification requires a response, failure to respond within the specified timeframe constitutes a permit violation. 4. Temporary Erosion Prevention Practices Describe types of erosion prevention BMPs expected to be implemented Perimeter Control shall be established around the site & around the base of stockpiles if the stockpile will remain longer than 30 days. Perimeter control is typically established with silt fence which also deliniates areas not to be disturbed. Silt Fence locations are shown on the Grading & Erosion Control plans. Where possible 50ft buffers shall be maintained around surface waters & wetland. Dual perimeter controls shall be installed if work is to take place within 50ft of surface waters & wetlands. Erosion blanket will be installed on all 3:1 slopes. During construction a. Stabilization of all exposed areas must be initiated immediately to limit soil erosion but in no case later than seven (7) days after the construction activity in that portion of the site has temporarily or permanently ceased. Once grading is complete, temporary erosion BMPs shall be installed immediately (ie. bio -rolls, erosion blanket, ditch checks, etc). No later than seven (7) days, the permanent stabilization should be in place. b. Temporary sediment basin requirements described in Part 111.8.1-5 must be used for common drainage locations that serve an area with five (5) or more acres disturbed at one time. This project is being constructed in 1 phase. The permanent dry sediment basins shall be constructed first and all on-site drainage shall be routed to the ponds. The site does not have any concentrated swales that will directly discharge off-site List anticipated BMP Quantities • Silt Fence (Before Construction) - 1055 LF • Silt Fence (After Construction) - 0 LF • Erosion Blanket - 0 SY Methods of dissipating velocity along stormwater conveyance channels/ outlets • Rip -rap will be used at all flared -end structures • Check Dams - Installation of check dams or other grade control practice to ensure sheet flow and prevent rills (for slopes greater than 75 feet with a grade of 3:1 or steeper) Methods to be used for stabilization of ditch and swale wetted perimeters • Bio -rolls shall be used for stabilization of ditches and swales as shown on the Erosion Control Plan. Methods to be used for energy dissipation at pipe outlets • Rip -rap will be used at flared -end structures for energy dissipation. See plan for quantities. Methods to be used to promote infiltration and sediment removal on the site prior to discharge • The water quality volume that must be treated by the project's permanent stormwater management system described in Part III.C. shall be 1/2 inch of runoff from the new impervious surfaces created by the project. See Part III.C.2 for more information on infiltration design and appropriate site conditions. If it is determined that site conditions are not appropriate for infiltration (e.g. lack of 3 ft. of separation to seasonally saturated ground water, proximity to bedrock, contaminated soils) the reasons should be documented in the Stormwater Pollution Prevention Plan (SWPPP) for the project. Infiltration is not required in Hydrologic Soil Group D soils. Clay soils throughout the site resulted in volume reduction being achieved via filtration shelf in three (3) of the onsite ponds. Timelines to be implemented on site for completing the installation of the erosion prevention BMPs • Prior to Grading - Silt and tree fence to locate grading limits and provide down gradient sediment control. Rock Entrance Berm to be installed. • Grading - Erosion blanket will be utilized on all 3:1 slopes. Biorolls will be used in rear yard swales. MnDot seed mix #250 will be spread at a rate of 100 lbs./acre and fertilize with 20-0-10 at 100 lbs./acre. Only phosphorus free fertilizer shall be used. • Utility & Street Work - Inlet protection on all storm sewer catchbasins. Weekly street sweeping to prevent off-site vehicle tracking. However weekly sweeping may not be adequate. Sweeping is required 24 hours after discovery of track out. Home building BMPs Single family lots within the overall site will be disturbed on a lot by lot basis as lots are sold & homes are constructed. Home construction shall disturb previously stabilized areas. Typically entire lots will be disturbed as finish grading is completed. Areas not to be disturbed are typically designated by the use of silt fence. Topsoil shall be preserved by stockpiling with sediment control installed around the perimeter of the stockpile. Individual lots under construction shall also install vehicle tracking measures such as rock entrance berm or other tracking control BMP to maintain clean streets. Home builders shall be responsible for erosion & sediment control installation, maintenance, SWPPP inspection and record keeping for lots under their construction. Home Construction BMP Phasing Protect lot area through use of one or a combination of the following; silt fence, mulch, bio -rolls, rock entrance berm, sod buffers or other approved method. In areas within 50ft of surface waters redundant controls shall be installed if a 50ft buffer can not be maintained. install drainage protection on down gradient inlets. Establish staging / material storage area & Install temporary sanitary Facilities& supply dumpsters Prevent & manage spills of stored substances Install Rock entrance berm, maintain clean streets Home Construction Manage & protect stockpiles maintain rock entrance berm & perimeter controls trench, install & connect utilities Continue vertical construction Keep streets clean at all times & maintain inlet protection Fine grad pads, Upon completion of fine grade pads & home construction soils disturbing activities, each lot shall be stabilized with sod, seed, mulch, hydromulch, hydroseed, straw matting or combination there of. Monitor stabilized areas until final stabilization is achieved Maintain clean streets Perimeter & temporary erosion & sediment controls are to remain in place until all up gradient areas have been permanently stabilized. Post Construction Remove silt fence after once final vegetation stabilization is established Remove inlet protection Remove all construction materials & debris from site clean all drainage structures Remove all temporary erosion & sediment control BMPs & stabilize areas left disturbed. File NOT for individual lot 6. Permanent Stormwater Management System Will the project result in one acre or more of new impervious area? - YES If Yes, Where a project's ultimate development replaces vegetation and/or other pervious surfaces with one (1) or more acres of cumulative impervious surface, the Permittee(s) must design the project so that the water quality volume of one (1) inch of runoff from the new impervious surfaces created by the project is retained on site (i.e. infiltration or other volume reduction practices) and not discharged to a surface water. For purposes of this part, surface waters does not include manmade drainage systems that convey stormwater to a compliant permanent stormwater management system. • Permanent BMPs - Sediment bays are to be installed at flared end sections draining into dry pond and infiltration areas. Rip -rap to provide provide energy dissipation and prevent A copy of the Stormwaer Management Report is available through the owner or engineer upon request. erosion. Additional Erosion Control Prevention Measures to be Implemented on Site • Erosion Blanket - This blanket will be installed as indicated on the erosion and sediment control plan. It will provide slope protection until the turf is established. For retaining wall construction the grading contractor will install Erosion blanket on the temporary 1:1 slopes until the wall construction can be completed. • Bio -rolls - Bio -rolls will be installed in swale areas to help slow runoff and minimize erosion. • Seeding Restoration - Temporary/Permanent Stabilization (Seeding and Mulching) - Temporary seeding and mulch must be placed on all disturbed soil within 14 days, unless actively being worked on. All disturbed areas will be restored with 4" to 6" of topsoil. The restoration shall begin within 72 hours of the grading completion. The seed mix shall be MNDot Mix No. 250 applied at a rate of 100 lbs/acre and fertilized with 20-0-10 at a rate of 100 lbs. per acre. The mulch shall be Type 1 and applied at a rate of 2 tons per acre, disc anchored (with disc blades set nearly straight) immediately after placement. • Sodding - Two types of sodding will be done with this project. The first will be for erosion control protection for the streets, after the installation of the curb and the minor utilities the contractor will install two rows of sod behind the curb for a temporary erosion protection. The second type of sod will be for the yards once the house construction is complete. 5. Temoorary Sediment Control Practices Methods of sediment control BMPs to be implemented on site • Sediment controls for temporary or permanent drainage ditches and sediment basins that are designed as part of a treatment system • Installation of check dams or other grade control practice to ensure sheet flow and prevent rills (for slope lengths greater than 75 feet with a grade of 3:1 or steeper). • Sediment control practices on all down gradient perimeters prior to land disturbing activities. • Storm drain inlet protection for all inlets. • Silt fencing or other sediment control surrounding temporary soil stockpiles. • Minimize vehicle tracking of sediments (e.g., stone pads, concrete or steel wash racks, or equivalent systems). • Street sweeping of tracked sediment Methods to be used for down gradient perimeter control • Silt Fences- are designed as a temporary sediment barrier consisting of a filter fabric attached to support posts. This site has three applications for silt fence. These applications are as follow: 1. the installation of silt fence along the grading limits to protect the wetlands from sediment during the grading and utility construction process, 2. the installation of silt fence around the created ponds and rain gardens after construction to control the sediment runoff until the turf is established and the development is completed, 3. the installation of silt fence surrounding temporary stockpiles. If down gradient BMPs are overloaded (based on frequent failure or excessive maintenance), additional up gradient BMPs shall be installed to eliminate the overloading. The inspector or contractor shall notify the design engineer to establish appropiate up gradient BMP's or elimate any point load sources. Methods to be used to contain Stockpiles Silt fence- will be used to provide perimeter control around stockpiles. Methods to be sued for storm drain inlet protection • Storm Drain Inlet Protection - Storm drain inlet protection is a sediment barrier placed around a storm sewer inlet. This structure traps sediment before it enters the storm sewer system. The utility contractor will be required to install inlet protection per the City's details. • Outlet Structures and Outlet Protection - There are wetlands located within & adjacent to this project, as a result outlet structures are proposed to transfer water from the storm water treatment pond to the wetland after treatment. These structures will serve to provide skimming and rate control. Rip -rap will be placed at the base of all aprons to provide erosion protection by protecting the downstream soils from turbulence and high discharge velocities. Methods to minimize vehicle tracking at construction exits and street sweeping activites • Temporary Rock Construction Entrance - A rock entrance berm is constructed of coarse clean rock installed at the proposed entrance point for all construction vehicles. A detail of the rock entrance berm is shown on the final grading plan. This stone pad provides a tire cleaning mechanism for all vehicles leaving the site. There is one entrance for this project. Please see the Erosion & Sediment Control Plan for location of rock entrance berm. • Street Sweeping - Weekly street sweeping shall be taken place. However weekly sweeping may not be adequate. Sweeping is required 24 hours after discovery of track out. Methods to be used to minimize soil compaction and preserve top soil (unless infeasible) on site • Topsoil will be stripped and stockpiled. Grading operations will be performed and held down 0.5' to allow for topsoil respread. Measures to be used if Dewatering is required on site Dewatering shall be routed to the sedimentation ponds for treatment before leaving site. See Erosion Control Plan for direction on Dewatering methods Soil data and water level map is included in the Stormwater Management Report. SWPPP FAWN HILL HP HP HOLDINGS, LLC. rr w cc Z> D z 0 Z a w Z U Lal 0 of 0 - Hr.'. riamel loam, U t4 Z percent 27.5% slops KR Kilkenny -1 ester hams, 2 to 6 3 2 R% percent slopes KC2 Lester -Kilkenny hams, 6 to 12 _ - 272% percent slopes, eroded KD2 Lestcr-Kilkcnny hams, 12 to 8 7 7-0% fPrrpnt Slnpes, Pmded KE2 Letiei-Kilkemiv looms, 18 to 25 I 1.0% percent slopes, eroded MK N1u�Kego anc H6ugnton soils, 0 5 r, 6.4% to I perccrt slopcG NES Lestef-Kilkennv cla`• loams, 18 =. 281% to 25 percent slopes. severely eroded Totals for Area of Interest 9.4 10o.0"io SWPPP FAWN HILL HP HP HOLDINGS, LLC. rr w cc Z> D z 0 Z a w Z U Lal 0 of 0 - STORM SEWER POLLUTION PREVENTION PLAN (SWPPP) FAWN HILL 7. Inspection and Maintenance Activites Identify individual responsible for installing supervising repairing inspecting and maintaining erosion prevention and sediment control BMPs on site The owner, HP HOLDINGS, LLC, will be responsible for the operation and maintenance of the erosion and sediment control BMPs. He will select individuals who will be responsible for the inspections, maintenance, and repair activities, and for filling out the inspection and maintenance reports. (CONTRACTOR - CONTACT - PHONE #) The City of Chanhassen will operate and maintain the stormwater ponds. (Water Resources Coordinator - PHONE #952-227-1160) The owner shall keep the SWPPP and all supporting documents for three years after the Notice of Termination (NOT). These documents include, but aren't limited to, the SWPPP Narrative, any amendments, inspection and maintenance records, any stormwater related permits, any permanent operation and maintenance agreements, and calculations for temporary and permanent stormwater management systems. Procedures to routinely inspect the construction site, including: 1. Description of record-keeping requirements and content A maintenance/inspection report will be made after each inspection. A copy of the report will be sent to the City. a. Date/Time of inspections b. Name of person conducting inspections C. Findings of inspections, including locations where corrective actions are needed d. Corrective actions taken e. Date and amount of rainfall events greater than 2 inch (0.5 inches) in 24 hours. Rainfall amounts must be obtained by a properly maintained rain gauge installed onsite, a weather station that is within 1 mile of your location or a weather reporting system that provides site specific rainfall data from the radar summaries. f. If any discharge is observed to be occurring during the inspection, a record of all points of the property from which there is a discharge must be made, and the discharge should be described (i.e., color, odor, floating, settled, or suspended solids, foam, oil sheen, and other obvious indicators of pollutants) and photographed. g. Any amendments to the SWPPP proposed as a result of the inspection must be documented as required in Part III.B. within seven (7) calendar days. 2. Frequency of Inspections Once every seven (7) days during active construction and; Within 24 hours after a rainfall event greater than 0.5 inches in 24 hours, and within seven(7) days after that 3. Areas to be Inspected • The silt fence will be installed prior to any site grading. • Only about one half of the site will be exposed at any given time. The grading contractor will be finishing lots as the cuts and fills are achieved in accordance with the approved grading plan. • All erosion control measures will be inspected every week and following any storm event greater than 0.5" in a 24 hour period. • All erosion control measures will be maintained in good working order, maintenance and repairs will be initiated within a 24 hour period of the report. Monitoring of all repairs will be done. • Built up sediment will be removed from all silt fence when it has reached one-half of the fence height. • Silt fence will be inspected for depth of sediment, tears, and to see if the fabric is securely attached to the fence posts, and to see if the fence posts are firmly in the ground. • The pond and infiltration/filtration area will be monitored for depth of sediment, and the build up of sediment will be removed at the end of the project, if necessary. • The embankment around the ponds and infiltration/filtration areas will be inspected for any breaches or erosion scars, over compaction and any repairs needed, will be promptly made. • The seeding and mulching will be inspected for any bare spots, washouts, and for healthy growth. 4. Additional Inspection notes • Temporary and permanent sedimentation basins must be drained and the sediment removed when the depth of sediment collected in the basin reaches one-half (1/2) the storage volume. Drainage and removal must be completed within 72 hours of discovery, or as soon as field conditions allow access (see Part IV.D.). • Surface waters, including drainage ditches and conveyance systems, must be inspected for evidence of erosion and sediment deposition during each inspection. The Permittee(s) must remove all deltas and sediment deposited in surface waters, including drainage ways, catch basins, and other drainage systems, and restabilize the areas where sediment removal results in exposed soil. The removal and stabilization must take place within seven (7) days of discovery unless precluded by legal, regulatory, or physical access constraints. The Permittee(s) shall use all reasonable efforts to obtain access. If precluded, removal and stabilization must take place within seven (7) calendar days of obtaining access. The Permittee(s) is/are responsible for contacting all local, regional, state and federal authorities and receiving any applicable permits, prior to conducting any work in surface waters. • Construction site vehicle exit locations must be inspected for evidence of off-site sediment tracking onto paved surfaces. Tracked sediment must be removed from all paved surfaces both on and off site within 24 hours of discovery, or if applicable, within a shorter time to comply with Part IV.C.6. If site conditions result in a needed erosion or sediment control BMP that is not planned for, the inspector or contractor shall contact the design engineer at Sathre-Bergquist Inc. (952.476.6000) to determine an appropriate plan and BMP to stabilize the affected area. 8. Pollution Prevention Management Measures Practices for storage of pesticides, herbicides, insecticides, fertilizers, treatment chemical, and landscape materials • Petroleum Products: All onsite vehicles and equipment will be monitored for leaks and receive regular preventative maintenance to reduce the chance of leakage. Petroleum products will be stored in a tightly sealed container, which is clearly labeled. Any asphalt substances used onsite will be applied according to the manufacturer's recommendations. • Fertilizers: Fertilizers will be applied only in the minimum amounts as recommended by the manufacturer. Once applied, the fertilizer will be worked into the soil to limit the exposure to stormwater. • Paints: All containers will be tightly sealed and stored when not required for use. Excess paint will not be discharged into the storm sewer system, but will be properly disposed of in accordance with local regulations. Practices for storage and disposal of hazardous materials or toxic waste • All hazardous materials like oil, gasoline and paint must be properly stored. To prevent spills and leaks, secondary containment is necessary for hazardous materials. • A leak proof containment facility shall be used for fuel storage tanks to prevent any leakage from infiltrating the ground. • An effort will be made to store only enough products to do the required job. • All materials stored on site will be stored in a neat and orderly manner. • All products will be kept in their original container, with the original labels still attached, unless they are not re -sealable. • Substances will not be mixed with one another unless recommended by the manufacturer. • Whenever possible all of a product will be used up before disposing of a container. • Manufacturers' recommendations for proper disposal will be followed. The site superintendent will routinely inspect the site to ensure proper disposal of all on site materials Collection storage and disposal of solid waste in compliance with Minn. R. ch. 7035 • Solid Waste - All trash and construction debris from the site will be collected and deposited in a dumpster. A dumpster will be required for each new home constructed. The dumpsters shall be emptied as necessary. No construction materials shall be buried on site. All solid waste must be disposed of in accordance with the MPCA disposal requirements (Part IV.F.1) Manaaement of portable toilets to prevent tippinq and disposal of sanitary wastes in accordance with Minn. R. ch. 7040: • Portable on-site sanitary and septic waste shall adequately be provided and maintained throughout the duration of the project. • All sanitary sewer waste will be collected from the portable units as required by local regulations. SDill Drevention and response for fueling and eauipment or vehicle maintenance: Spill Control Practices - • All spills will be cleaned up immediately after discovery, in accordance with the manufacturer's recommended methods. • The spill area will be kept well ventilated. • Spills of toxic or hazardous materials must be reported to the Minnesota Duty Officer 1-800-422-0798. • A log of the spill type, location, date, and time will be created by the job superintendent. The spill prevention plan will be adjusted to include measures to prevent this type of spill from reoccurring. Containment and disposal of vehicle and equipment wash water and prohibiting engine degreasing on the site: • A defined and limited area of the site shall be used for external washing of construction vehicles. Washing runoff shall be contained and disposed of in accordance with MPCA. No engine degreasing allowed on-site. Storage and disposal of concrete and other washout wastes so that wastes do not contact the ground: • A leak proof containment facility shall be used for all liquid and solid wastes generated by concrete washout operations. Liquid and solid wastes shall not come in contact with the ground and must be disposed of in accordance with the MPCA. 9. Final Stabilization Method of Final Stablilization Upon final grading of any given portion of the site, final stabilization must be implemented within 7 days of completion. a. Stabilization of all exposed areas must be initiated immediately to limit soil erosion but in no case later than seven (7) days after the construction activity in that portion of the site has temporarily or permanently ceased. Once grading is complete, temporary erosion BMPs shall be installed immediately (ie. bio -rolls, erosion blanket, ditch checks, etc). No later than seven (7) days, the permanent stabilization should be in place. b. Temporary sediment basin requirements described in Part 111.6.1-5 must be used for common drainage locations that serve an area with five (5) or more acres disturbed at one time. This project is being constructed in 1 phases. The permanent dry sediment basins shall be constructed first and all on-site drainage shall be routed to the ponds. The site does not have any concentrated swales that will directly discharge off-site Procedures for completing final stabilization: • Final stabilization includes but is not limited to: seed & mulch as described above, Erosion blanket, bio -rolls, sod, and after grading silt fence. All perimeter and down gradient silt fence shall be inspected and repaired as necessary. Additional Final Stabilization Notes Final Stabilization is not complete until all requirements of Parts IV.G 1-5 are complete: 1. All soil disturbing activities at the site have been completed and all soils are stabilized by a uniform perennial vegetative cover with a density of 70 percent of its expected final growth density over the entire pervious surface area, or other equivalent means necessary to prevent soil failure under erosive conditions. 2. The permanent stormwater management system is constructed, meets all requirements in Part III.D. and is operating as designed. Temporary or permanent sedimentation basins that are to be used as permanent water quality management basins have been cleaned of any accumulated sediment. All sediment has been removed from conveyance systems and ditches are stabilized with permanent cover. 3. All temporary synthetic and structural erosion prevention and sediment control BMPs (such as silt fence) have been removed on the portions of the site for which the Permittee(s) is/are responsible. BMPs designed to decompose on site (such as some compost logs) may be left in place. 4. For residential construction only, individual lots are considered finally stabilized if the structure(s) are finished and temporary erosion protection and downgradient perimeter control has been completed and the residence has been sold to the homeowner. Additionally, the Permittee has distributed the MPCA's "Homeowner Fact Sheet" to the homeowner to inform the homeowner of the need for, and benefits of, permanent cover. DRAWING NAME NO. 10 Steps to Stormwater Pollution Prevention on Small Residential Construction Sites - USE (INCLUDING COPYING, DISTRIBUTION, AND/OR CONVEYANCE OF INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT SATHRE-BERGQUIST, INC.'s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY INDEMNIFY SATHRE-BERGQUIST, INC. OF ALL RESPONSIBILITY. SATHRE-BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING FROM ILLEGITIMATE USE. I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION 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. iJ , - S �j%�� V ✓ t Stormwater management on small residential construction sites need not be complicated. CITY PROJECT NO. SWPPP FAWN HILL H P HOLDINGS, LLC. ,O Post Your NOI and Keep an Up -to -Date BASE_FAWN _ _ _ _ _ _ _ _ _ — — — — — — — — — — — — — — — _ _ _ _ _ —_ —_ —_ —_ —_ — —_ _— —_ —_ —_ —_ —_ —_ _— — — — — — — — — — — — — — — — — — — — — — Protect Arty Areas Reserved for Vegetation or Infiltration and Preserve Existing Trees Copy of Your SWPPP on Site © CHAN HASS EN MINNESOTA DRAWN BY If you will be installing infiltration -based features such as rain gardens or biosvales. �-: -: - -_ -- Post a sign or other notice of your permit coverage, TCW — CHECKED BY .make sure these areas are designated as off limits to avoid compaction. — -- -- including your NPDES tracking number and site DATE ROBERTS. OLSTAD, P.E. Date: O I Lf /7 Lic. No. ZpL/Zg Save time and money by preserving existing mature trees during construction. contact information. Also, keep a copy of your Preserving mature trees minimizes the amount of soil that needs to be stabilized complete and up-to-date SWPPP on site and easily once construction is complete, and minimizes the amount of runoff during and after ___ ,.___ _ _ __ accessible, including site maps showing where construction activity. each BMP is or will be installed. ©Stockpge Your Soil', EPA's CGP requires operators to preserve native topsoil on site unless - - infeasible and protect all soil storage piles from run-on and runoff. For smaller stockpiles, covering the entire pile with a tarp may be sufficient- - R alt, ©Protect Construction Materials from Run -On and Runoff At the end of every workday and during precipitation events. provide ✓// l jF :� cover for materials that could leach pollutants. ODesignate Waste Disposal Areas Clearh• identify separate waste disposal areas on site for hazardous waste, construction waste, and domestic waste by designating with Stormwater signage, and protect from run-on now and runoff. ©Install Perimeter Controls on / Downhill Lot Line Install perimeter controls such as \� S sediment filter logs or silt fences around the downhill boundaries of your site. t / I O O Install Inlet Controlsr r Sediment control logs, gravel barriers. and sand or rock bags are options for effective inlet controls. Make sure to remove accumulated sediment whenever it has reached halfway up the control. , Site Stabilization , O Install a Concrete/Stucco Washout Basin ( hurnediately stabilize exposed portions of the site whenever construction work will for Desi nate a leak- roof basin lined with plastic washing out used g P P g stop for 14 or more days, even if work is concrete and stucco containers. Never wash excess stucco or concrete residueonly temporarily stopped. Remember, final down a storm drain or into a stream! '\! i �` stabilization is required prior to terminating permit coverage. OMaintain a Stabilized Exit Pad Minimize sediment track -out from vehicles exiting your site by maintaining an exit rock over fabric. If sediment track -out occurs, remove pad made of crushed spread geotextile deposited sediment by the end of the same work day. DRAWING NAME NO. BY DATE REVISIONS— USE (INCLUDING COPYING, DISTRIBUTION, AND/OR CONVEYANCE OF INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT SATHRE-BERGQUIST, INC.'s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY INDEMNIFY SATHRE-BERGQUIST, INC. OF ALL RESPONSIBILITY. SATHRE-BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING FROM ILLEGITIMATE USE. I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION 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. iJ , - S �j%�� V ✓ t CRs S� ��'� a`O� p w SATHRE-BERGQUIST, INC. m y 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 476 6000 11 cti FRs Pt P CITY PROJECT NO. SWPPP FAWN HILL H P HOLDINGS, LLC. FILE NO. 37865-001-200 BASE_FAWN _ _ _ _ _ _ _ _ _ — — — — — — — — — — — — — — — _ _ _ _ _ —_ —_ —_ —_ —_ — —_ _— —_ —_ —_ —_ —_ —_ _— — — — — — — — — — — — — — — — — — — — — — - CHAN HASS EN MINNESOTA DRAWN BY SWPPP SWPPP TCW — CHECKED BY _ RSM DATE ROBERTS. OLSTAD, P.E. Date: O I Lf /7 Lic. No. ZpL/Zg 06/14/17 — w coZ Z 0 Z Q LU 2 a Z U LU 0 Of a w m z 0 z a w z F- U LU 0 O a- a \ • END P I/z LEAN W,// `WEST 1/4 CORNERi OF SEC.10, TWP.T46,RGE.I I 2CARVER COUNtf MON. FND.\ / ' P= / \ NLET __WEST LINE OF SW1/4 OF \� I /l�\I ,I / ,/1,, CATION \ti TO � nl ITI nT A / SEC.10, TWP.116, RGE. C`. L _ L/ N� I'\ 1 {� a No / I v v I L _ v I -`� i= '� o / VISIBLE F -� �'� \ INv= A A A f1/11n/� \\ \\ \ I �/ I \ L_/I /� , �� ssa_8 L-/ �/ V V r END IPI \ 98 / \ I NO.1 S \ 1 /JT 9 9 I k J I N \ L_V 1 I ll\ IL \-J I I I LV I I t_ LV I / ZZ - 0 / I\ \ \ "�� to (148,0 20-E - DEED) \\"! 50 INv LIN p d �� 0 0� RP 403 L \TO ND IP 1/2 LEAN SE \ \I 2 x�-x_��- FND IP 20261 FIP 40344 FN S89o1815111W END IP 1/2 LEAN N 1'283.64 I O \ -_9 C NO7/w0.5 \ Nv= 34.06-- 2.5- 4.06 o \ \ 9.6 -' 818.71 982. C _ 464.93 2.5 -' O %�j�,pRN ce 30" CONC (Y o �0� `3gp\ © o� Ix o A\�1 4 - _ - --DRIVEWAY 1,,,j < \ T CONCRETE ` EXISTING BUILDING5\100 INV-; INV.OU 5��0S WOE= s82. WE 6 I// DECK -- 321.5 \ \ �./ �• n/ C� C' ------ FEE= C k WET I-75 \ ! / I \ ti7 W. \ xl / n 7 WET 1-74 \ \ _ _ ro \ I \� 33'-______ I ^ -1 1 i ZF a--_ _\ p � I C -ix CB DRN 30"Ix ;o- =IT" < �_ C J o \ \ \ x N J Rim 975.8 RET. . 29° 23• "moi �\ DRN COI Inr974.7 ---- �� WALLS . T-/- H 1 -� �� r7 � \ _ L 975.7 (fes' -x - x x--� - _ _ --PARCEL 1 ( I ��\t � / J / SOIL E-470 � rD I I _ m x - - �. I� % 1d L_v 1 I � - _ WET 1-i2\ � � x \ � - w n a� `` \ \ 36.1 / SEPTIC MOUND -- \j I 00 1 W co w o WET 1-71 i d' IEn-J t0 O I c \ p_ 20% o p In x�x CANT. �_ - INV / DRN 6° \ /,-rl J e \ to ID ¢ f� 17 �t , w x ry ,�RRm: Rim -972.7 S� / ` 1 ^ Q (CD ;11 f1 '� CANT. /'^"'1 �7 co w o WET I-70 \ p 10 X �x Inv=972.0 0 L I J < O D �\( =973-6 x Z Q / In WET I -G'\ 3 m U 'J Int --972.0 _SOIL BORE 4701 1' O J C Q O O o - O �SOIL BORE 4704 \ O \ x 7. \ µ 7 m 1 �N WET 1-69\ v 1f 2'/- \ Z O I \ 1� SOIL BORE 4703 - I ^ i - - - WET -1-68 --- 167.6 ---- _ \ GRAVEL 1�' 7 ., o ST g El \ / \� I VEWAY 12. INV- 7,' 9 Z2 L - i WET -66 \ --6x INV---_ --- x -- x x w I I T T ♦ DRI 975.7 - < Inm=481.7 a c x 6.9 Fence ties are shown on the _ 3.5V _ WET 1-67 3x x x 7- r<C =97g 3 m I = m side of the boundary line that x / the fence is located on. PARCEL 2 960.8 r, I / I II- JLL J 33.55 LIP 40344 LIE i HE 40344 FIP 4034 -ND-4 VEIL Mlv., 4 / _ J PIP 40344 FIP 4G344 p^ WET -65 \ S89018'5.1 777.13 NV= P 0344 x Q N %�.. RIP 40344 (S88 -03'20 -W I' DEED - (,[�. �- -�70� '� 974.8 IP 4 44 i 7 \ SOIL BORE 4700 ( ) RET. WALL to to WET -64C-4 LLj I \ )G N N \ \ \ se YoO z ® tip Y \ \ / </ i� 15 / \ D I W0 3 T WET -6 i-\ I I /-\ \ - I /1T nr / \ < o _ U) US WETLAND \ v V I �T _v L I / _L 1 to < \17 to p W 0 /AT 4 n p 0 z WEA, 62 V I `rJ N M WET 161 \ \ \ ✓ o �'O R i >s 3 tri 1 rvT 4 4 l ( ) 1 ✓ \ WET I60 \ L _ V I I I \/ '�� - - I I Bearings are based on the Carver County > i 04 p Coordinate System (NAD 83 - 1986 adj.) -_---- / J 1 x /\ \ \ / ) L_V I v I / > N w C - p \ / \ / \ I 50 25 0 25 50 100 C � � 0.) 3 WET 1-5et O 0 \ IL i v L� L_u v f`\ I SCALE INFEET I J o o WET 1 581 / I I �1 \ h 1 L % �� / v • Denotes Found Property Comer marked with I RLS#40344 or as denoted LJ A I 0 Cap � LY- � � 0 .Z-. WET I-5 _ - \ xI� WET I-56\ WET 1-55 WET 53 WET\ WET I� r\ I 7 111 WET 1-51 '\ t � v J1 \ x x x'_x x �-'�. r �✓ -WET I-50� X N89018'5111E 464.93 \v�� 1T (N88 -03'20-E - DEED) WET 1-49 �. /, 1 \ \ \L_v 1 (may / A cT r+- / VJ- I the subject property we are unaware. Please note that we have not placed a Gopher State One Call for this survey. Thereor may not be p TI �AY am-�¢ 4M/(NLL �F V. `c C (Per Schedule A of the herein referenced Title Commitment) chance sheet flow flooding where average depths are less than I foot, areas of 1% annual chance stream flooding where the contributing drainage area underground utilities in the mapped area, therefore extreme caution most be exemise before any excavation takes place on or near this site. Before 'iteL SITE rM(ER ST. l p'� ♦�� r WVE N N is less than I square mile, or areas protected from the 1 % annual chance flood by levees. No Base Flood Elevations or depths are shown within this digging, you are required by law to notify Gopher State One Call at least 48 hours in advance at 651/454-0002. I OryS & qg CLOVE. �,. !R, Ea �.EKY moi^ f T act Fq y BANEBE WAY E. CHICK YY WAY the life of a 30 -year mortgage. Because detailed analyses are not performed for such areas; no depths or base flood elevations are shown within these That of the Northwest Quarter of the Southwest Quarte of Section 10, Township 116, Range 23, Carver County, Minnesota described as follows: Y S C CAST IRON MONUMENT POPP0. r �n \�, C. r sect BITUMINOUS (-�-� M ® CATCH BASIN FEE FIRST FLOOR ELEVATION - SETBACK LINE A August 7, 2013. 5 FLARED END SECTION A CABLBUILDE CTv CABLE TV Southwest Quarter, a distance of 1213.40 fee; thence North 88 degrees 03 minutes 20 seconds Fast, a distance of 464.93 feet thence North I degree 56 minutes 40 seconds W s.. P TOE TOE TOP OF FOUNDATION ELEV. West on a line parallel to said west line of the Southwest Quarter, a distance of 289.19 feet; m the point of beginning of the tract to be described; thence continuing North I 4) Parcel Area lefs mation: Gross Area: 479,134 s.f. - 10.999 acres CONCRETE CURB degree 56 minutes 40 seconds West on a line parallel m said west line of the Southwest a distance of 272.96 feet; fluence North 88 03 minutes 20 seconds Quarter, degrees R/W Area: 9,940 s.f. - 0.228 acres This map and report was prepared with the benefit a Commitment for Title Insmaoce issued by Custom Home Builders Title, LLC, as issuing agent for < GUY WIRE LOE LOWEST OPENING ELEV. CONCRETE (N88 -03'20-E - DEED) WET 1-49 �. /, 1 \ \ \L_v 1 (may / A DESCRIPTION OF PROPERTY SURVEYED 3) Flood Zone Information: The subject property appears to lie within Zone C, (area outside the 1 -percent annual chance floodplain, areas of 1% annual the subject property we are unaware. Please note that we have not placed a Gopher State One Call for this survey. Thereor may not be (Per Schedule A of the herein referenced Title Commitment) chance sheet flow flooding where average depths are less than I foot, areas of 1% annual chance stream flooding where the contributing drainage area underground utilities in the mapped area, therefore extreme caution most be exemise before any excavation takes place on or near this site. Before SURVEY L EG E N D is less than I square mile, or areas protected from the 1 % annual chance flood by levees. No Base Flood Elevations or depths are shown within this digging, you are required by law to notify Gopher State One Call at least 48 hours in advance at 651/454-0002. Parcel 1: zone. Insurance purchase is not required in these zones) and Zone A (Areas with a 1 % annual chance of flooding and a 26% chance of flooding over _ _ the life of a 30 -year mortgage. Because detailed analyses are not performed for such areas; no depths or base flood elevations are shown within these That of the Northwest Quarter of the Southwest Quarte of Section 10, Township 116, Range 23, Carver County, Minnesota described as follows: 18) Wetland Detineatior: The Wetland delineation was preformed by Arrowhead Environmental Consulting and the delineation flags were located on CAST IRON MONUMENT WOE WALKOUT ELEVATION BITUMINOUS (-�-� part zones.), per the National Flood Insurance Program, Flood Insurance Rate Map Community Panel No. 270510005B, dated July 2, 1979 as acquired from ® CATCH BASIN FEE FIRST FLOOR ELEVATION - SETBACK LINE Commencing at the West Quarter comer of said section 10; thence on an assumed bearing of South 1 degree 56 minutes 40 seconds Fast along the West lice of said the Federal Emergency Management Agency Web Site. August 7, 2013. 4 FLARED END SECTION GARAGE FLOOR ELEVATION CABLBUILDE CTv CABLE TV Southwest Quarter, a distance of 1213.40 fee; thence North 88 degrees 03 minutes 20 seconds Fast, a distance of 464.93 feet thence North I degree 56 minutes 40 seconds SURVEY REPORT GATE VALVE TOE TOE TOP OF FOUNDATION ELEV. West on a line parallel to said west line of the Southwest Quarter, a distance of 289.19 feet; m the point of beginning of the tract to be described; thence continuing North I 4) Parcel Area lefs mation: Gross Area: 479,134 s.f. - 10.999 acres CONCRETE CURB degree 56 minutes 40 seconds West on a line parallel m said west line of the Southwest a distance of 272.96 feet; fluence North 88 03 minutes 20 seconds Quarter, degrees R/W Area: 9,940 s.f. - 0.228 acres This map and report was prepared with the benefit a Commitment for Title Insmaoce issued by Custom Home Builders Title, LLC, as issuing agent for < GUY WIRE LOE LOWEST OPENING ELEV. CONCRETE East, a distance of 818.71 feet; thence South 6 degrees 43 minutes 00 seconds West a distance of 276.11 feet; thence South 88 degrees 03 minutes 20 seconds West. a Wet Area: 177,738 s.f. - 4.080 acres Stewart Title Guaranty Company, File No. HB -34636, dated May 17, 2017. 6, °Cf HYDRANT © CABLE TV PEDESTAL CONTOUR EXISTING distance of 777.13 feet to the point of beginning, Net Area: 291,456 s.f. - 6.691 acres. O SURVEY MONUMENT SET ELECTRIC TRANSFORMER sso CONTOUR PROPOSED Parcel 2: • SURVEY MONUMENT FOUND ELECTRIC MANHOLE o- GUARD RAIL 5) Benchmark: Elevations are based on MN/DOT Geodetic Database Station Name: Excelsior AZ MK which has an elevation of. 1025.76 feet That pan of the Northwest Quarter of the Southwest Quarte of Section 10, Township t l6, Range 23, Carver County, Minnesota described as follows: 1) We note the following with regards m Schedule B of the herein referenced Tide Commitment: 0 SURVEY CONTROL POINT ELECTRIC METER DT DRAIN TILE (NAVD88) Commencing at the West Quarter comer of said Section 10; thence on an assumed bearing of South 1 degree 56 minutes 40 seconds East along the West line of said a) Item no.'s 1-8 are not survey related LIGHT POLE GAS METER ELECTRIC UNDERGROUND Southwest Quarter, adistance of 651.25 feet to the point of beginning of the tract to be described; thence continuing South l degree 56 minutes 40 seconds Fast along said 6) Zoning Information: The current Zoning for the subject property is A2 (Agricultural Estates District) per the City ofChanhamen's zoning map dated b) Item no.9 Subject to Galpin Road is laid out and traveled Showa hereon. `Q-, POWER POLE GAS VALVE -X-X- FENCE West line of the Southwest Quarter, a distance of 562.12 feet in a point 1,213.40 feet distant from said West Quarter corner of Section 10; thence 88 degrees 03 minutes 20 January 14, 2014 along with partial zoning in BC (Bluff Creek Overlay District). c) Item no. A portion of the property contains wetlands which may be subject m federal, state, or local regulation. The right to use or improve U SANITARY MANHOLE HAND HOLE FO -- FIBER OPTIC UNDERGROUND seconds East, a distance of 464.93 feet; thence North 1 degree 56 minutes 40 seconds West on a lice parallel m said West line of the Southwest Quarter, a distance 562.15 these wetlands is excepted herein_Sa TibleA rtou net l8 rbove SOIL BORING GAS UNDERGROUND feet; thence South 88 degrees 03 minutes 20 seconds West, a distance of 464.93 feet in the point of beginning. SANITARY CLEANOUT process. Please note that the general restrictions for the subject property may have been amended through a city pros. We could be unaware of such SIGN TREE CONIFEROUS oFlu OVERHEAD UTILITY ALTA/NSPS OPTIONAL TABLE A NOTES amendments if they we not in a recorded document provided to us. We recommend that a zoning letter be obtained from the Zoning Administrator for 2) Obwrvations/Comments noted hereon per field survey such as (but not limited to): access, occupation, and easements and/or servitudes: TREE DECIDUOUS the current restrictions for this site. (The following items reference Table A optional survey responsibilities and specifications) a Fences stun the north line of Parcell ) g s72.s GROUND ELEVATION (D TELEPHONE MANHOLE +H+H-F++FFFFFH++ RAILROAD TRACKS b) Fences along the north line of Parcel 2. ® STORM DRAIN > SEWER We We have not received the current zoning classification and bolding setback requirements from the insurer. c) We have shown the right-of-way of Galpin Road across the easterly pan of the site. We have surveyed it as a right-of-way that extends 33 feet sr STORM MANHOLE 0 TELEPHONE PEDESTAL » STORM SEWER 2) Site Address: 7240 Galpin Boulevard, Chanhassen, MN 55331 westerly from the centerline of the traveled road This is per the historic practice of providing 66 feet of right-of-way on the roads that develop TRAFFIC SIGNAL TEL TELEPHONE UNDERGROUND I l) Utilities: We have shown the location of utilities on the surveyed properly by observed evidence only. There may be underground utilities encumbering via prescriptive rights. Based upon conte case law this ri tof-wa could be construed m be mom or less width based n a P P g Po mlpBrY P>os Y upon YARD LIGHT OD UTILITY MANHOLE u7LUTILITY UNDERGROUND determination of what area is actually being utilized for highway purposes including drainage and possibly slopes. D A/C UNIT d) Overhead utility along the west line of the subject property. @ WELL M UTILITY PEDESTAL WATERMAIN FIELD CREW NO. BY DATE REVISION USE (INCLUDING COPYING, DISTRIBUTION, AND/OR To: HP Holdings, LLC, and Custom Home Builders Title, LLC as issuing agent for Stewart Title Guaranty Company: TWP.116 - RGE.23 - SECA O FILE NO. METE CONVEYANCE OF INFORMATION) OF THIS PRODUCT IS S s 1��R 0'46 CARVER COUNTY ALTA/NSPS LAND TITLE SURVEY 37865-001-200 DRAWN STRICTLY PROHIBITED WITHOUT SATHRE-BERGQUIST, INC:s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT SAID This is m cerci that this m or plat and the survey on which it is based were made in accordance with the 2016 Minimum Standard Detail Requirements f ALTA/NSP d Title Surveys, jointly established and adopted by ALTA and NSPS, and includes Items I - 4, 7a, 8, 9 and 1 I of SAT H R E-BERGQUIST INC. EJW/DBP AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY INDEMNIFY SATHRE-BERGQUIST, INC. OF Table A therea( a field wo completed on lime 2nd, 2017. ru N , t CHANHASSEN, PREPARED FOR. CHECKED Map: 1 Date of Plat or June 8, 2017 o t 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952)476$000 w DBP ALL RESPONSIBILITY. SATHRE-BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE USER OR PARTY � G. m to N W W W.SATHRE.COM MINNESOTA LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES David B. Pemberton, PLS Minnesota License No. 40344HP �? c�FRs Holdings, LLC DATE RESULTING FROM ILLEGITIMATE USE. P01-- 05/31/17 J. - _ WEST I/4 CORNER OF I SEC.10, TWP.116, RGE.23 / END. CARVER COUNTY MON. WEST LINE OF SWI/4 OF SEC.10, TWP.116, RGE.23 _ \ E:) [/-F_-^T -�i AAF-Af\/11A1 100 11� I �;\ I V I L_rl L/ \J V V N c0 • (S88°03'20"W) S89018'5111W 1283.60 50 (81.71) 464.93 30.00 30.00 818.67 23.29 I �� 30 m ro 30 �� 50.57 0 It 1 [ ] 210.82 / \I N 151.95 = p 208.13 /� r Cf1 \JI, v 1� �_ ILS \ <1 146.57" 144.78 /� o I 0 o I tO----------__--__._^I 5o ^r \ OUTLOT A 1-1000' 0 Y 4 Z M M_ 3 -I 4 // iN sD 1 15,132 m / 30 30 �p 1I 34,608 � /, (\ M N 57 O OM / Sq. Ft. 41.02 11 I I� Sq. Ft. 01 Sq -Ft. o° O y ���% q, n 7°07'21" 90 �I o II �� z =o� / N82°5239°E 192.00 00 ori ro rn 11 i �l &g // I co L _ S63o (� Y 3 O _ = - 0 1 y� I S89'48'18"E -X0.34' ! . �z L . // `h I IN co W to - C J \ S322N � w S2°52�39' E 130.31 _ lv ., ss37 0% �5v 6 9'3 `'r I N F N No 109.73 t4) 3 0.2 2 ' / I --� ` 2gs T7 0 �� ��N\\ 62.31 �3 �F ���ti 5 C� O S 3 `� Og�_-p Ifo/). t5 18,403 O = b -� 3 9 8 oo my 1 O o \\� \ 2 15' /\ SD °g� n Q \\ Sq. Ft. I M _ n 3 19,020 \ c �k _ n = N o 1 1 �°'rn \� 11,456 /c�1 OS iv �0 77 ro o f► - FOOe `\ - O w Io 1 Sq. Ft. Q Sq. Ft. \/e D oyp 6, o a \\\ 52'50-23'28 0023 28, r'•i h ( �) OP _ m N / - 'O\01 / ARAI/ygC / / 17^W �� �,Ooo" ,yam I �5 I O^ o wFT 6 9 rn 10 o / / ;� / Qtr �. / "j .5 eq O (iT/ e I / 5�6°09p0 0 0, o 00. �I\ N81. li 0 I I AN 6 Y 0 a z / / \ O. ,\ 6 '1 °�/ SE -47 UTy \ gO. O '00 �- a i o \a / / 96 0 .� R T I 123. W� �� I �j - L 00 f/V / t,', o \- 53'25" -� U, w N �tt Ss90 O C) I / �2 /� 2g2. \aw\� \ (O \ 0/5 6gy Nti5 0 2 f �• o /- 004 0 n c� p / ` C\ / S u �) a �3' I I / / 025 32 \ o� oo �//f� o_/\L �c� 1 _25 Ob 2�� 3 o / - 5� 2D L1_ Tow 23F 96 I1/ / N1D h� 00 �[/ \D� 16.354 / / O k`0� //`o� rod b'j/ AND UTILE \� " lc� = 42 /o '1's /� Vo Sq. Ft. `l,tL EA LITY w -C s o ��,� 7633 2 g �� ��s o (sas°pza"w n5.13)� L� ��� ��� �° ��EASEMENT �� o to 8 / 24,815 /h�-\�� 8" OCINI C (V \\ C I - 00/ Sq. Ft. 5 '\ t o '� O S i L _ O - v �� 4 / tS �� /y / \ S81C18'5t"W Q�! / o`o �� 6'� 17.522 I 50 (D `L h9 \Ott S O� '9 '6 77yL"09 `�o Y L?p �'\' \'23. - ,$�o Sq. Ft. Ito \ so - � �S>a�`3R �i -y9'� N7g° 5 �� \, S, 42.25, 42.26 \ 43.86 43.86 N W Cb `�8' , 6 I. 632' 9•, -�cj1 \.. o I n \ 6R gni Irl /��- r'� / a a W �\ 84.52 �' N89 18 49 E 184.28 \ 8" oR F I 5/ �� -�0� Tn • C / AT N89r18'51"EI / Is°���L' / r_ n IT_7 \SS r -n E)n 0 a N A - -0 1tS C.' T V�},`� • \ 36 P c0 tco° 30 ���\ / nT i. OW (O W` tJ \ ��'' 2/ ton tjW <I W� ��21,132VVIL_VI v ft,!= 0)= 1 V) uJ 3 � Ft \l Q � vi OUTLOT F - �' 8 S6 ' Z to N O O N /�I iT OUTLOT o �gORq Sq. Ft 00 A 9 O _to J d DRAINAGE AND UTILITY �• qSF Gr GF / �• \N 0 N EASEMENT OVER ALL ��; MF'�j-�T� \ \ i htj� CV (0 ",, 1 000 o \ 3 OF OUTLOT E Q y Z G E9 i o �� V) Z WET LAND I �OLQ L 00 [ ] of 0_�J7., ro C� G N DO L1J CV 100 �> CD 0 O _ II o I o Z 1 ' \ I \ \ I I N89018'51"E 464.93 I (N88°03'20"E)co \ t /1T ,ter-NIT-7 F -A 06 ^TA n VI"I!�` \I L�L_IVIL_ I nl\IVI" 01 w J v SOUTHWEST CORNER OF \ / - SEC.10, TWP.II6, RGE.23 1 FND. CARVER COUNTY MON. DESCRIPTION OF PROPERTY SURVEYED That part of the Northwest Quarter of the Southwest Quarter of Section 10, Township 116, Range 23, Carver County, Minnesota described as follows: Commencing at the West Quarter comer of said section 10; thence on an assumed bearing of South 1 degme 56 minutes 40 seconds East along the West line of said Southwest Quarter, a distance of 1213.40 feet; thence North 88 degrees 03 minutes 20 seconds East, a distance of 464.93 leer; thence North 1 degree 56 minutes 40 seconds West on a line parallel to said west line of the Southwest Quarter, a distance of 289.19 feet; to the point of beginning of the tract to be described; thence continuing North I degree 56 minutes 40 seconds West on a line parallel to said west line of the Southwest Quarter, a distance of 272.96 feet; theace North 88 degrees 03 minutes 20 seconds East, a distance of 818.71 feet, thence South 6 degrees 43 minutes 00 seconds West a distance of 276.11 feet; thence South 88 degrees 03 minutes 20 seconds West, a distance of 777.13 feet to the point of beginning. And That part of the Northwest Quarter of the Southwest Quarter of Section 10, Township 116, Range 23, Carver County, Minnesota described as follows: Commencing at the West Quarter comer of said Section 10; theme on an assumed hearing of South 1 degree 56 minutes 40 seconds Fast along the West line of said Southwest Quarter, a distance of 651.25 feet to the point of beginning of the tract to be described; thence continuing South 1 degme 56 minutes 40 seconds Fast along said West lice of the Southwest Quarter, a distance of 562.12 fed to a point 1,213.40 feet distant from said West Quarter corner of Section 10; thence 88 degrees 03 minutes 20 seconds East, a distance of 464.93 feet; thence North 1 degree 56 minutes 40 seconds West on a lice parallel to said West line of the Southwest Quarter, a distance 562.15 fcek thence South 88 degrees 03 minutes 20 seconds West, a distance of 464.93 feet to the point of beginning. And Outlot B, C and D, VISTAS AT BENTZ FARMS, according to the recorded plat thereof Carver County, Minnesota 1) Site Address: 7240 Galpin Boulevard, C'hanhaswrt MN 55331 2) Flood Zone Information: The subject property appears to lie within Zone C, (area outside the I -percent annual chance floodplain, areas of 1% around chance sheet flow flooding where average depths are less than I foot, areas of 1% annual chance stream flooding where the contributing drainage area is less than I square mile, or areas protected from the 1 % annual chance flood by levees. No Base Flood Elevations or depths are shown within this zone. Insurance purchase is not required in these zones) and Zone A (Areas with a I% annual chance of flooding and a 26% chance of flooding over the life of a 30 -year mortgage. Because detailed analyses are not performed for such areas; no depths or base flood elevations are shown within these zones.), per the National Flood Insurance Program, Flood Insurance Rate Map Community Panel No. 2705I0005B, dated July 2, 1979 as acquired firm the Federal Emergency Management Agency Web Site. 3) Parcel Area loformation: Gross Area 507,182 s.f. - 11.643 acres USE (INCLUDING COPYING, DISTRIBUTION, AND/OR CONVEYANCE OF INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT SATHRE-BERGQUIST, INC.'s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY INDEMNIFY SATHRE-BERGQUIST, INC. OF ALL RESPONSIBILITY. SATHRE-BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING FROM ILLEGITIMATE USE. R/W Area 9,940 s.f. - 0.228 acres DRAINAGE AND UTILITY EASEMENTS ARE SHOWN THUS: Wet Area 177,738 s.f. - 4.080 acres JJA Net Area: 319,504 s.f. - 7.33 acres. DBP 4) Benchmark: Elevations are based on MN/DOT Geodetic Database Station Name: Excelsior AZ MK which has an elevation of: 1025.76 feet 55 5 I (NAVD88). MINNETONKA, MN 55345 5) Zoning Information: The current Zoning for the subject property is A2 (Agricultural Estates District) per the City of Chanhasseds zoning map dated CONTACT: January 14, 2014 along with partial zoning in BC (Bluff Creek Overlay District). TOM BAKRITGES z 'WN ILL v 4, mo = p L SITE da N ST- NUT CII P`a . h,apl.RVr PHONE: (612) 272-9701 Please note that the general restrictions for the subject property may have been amended through a city process. We could be unaware of such TOMB@HOMESTEAD-PARTNERS.COM amendments if they are not in a recorded document provided to us. We recommend that a zoning letter be obtained from the Zoning Administrator far the current restrictions for this site. e� We have the building from the insurer. not received current zoning classification and setback requirements 6) Utilities: We have shown the location of utilities on the surveyed property by observed evidence only. There may be underground utilities encumbering NOT TO SCALE the subject property we are unaware. Please note that we have not placed a Gopher State One Call for this survey. There may or may act be Sc,`'. underground utilities in the mapped area, therefore extreme caution must be exercise before any excavation takes place on or near this site. Before digging, you are required by law to notify Gopher State One Call at least 48 hours in advance at 651/454-0002. Being 5 feet in width and adjoining lot lines, unless otherwise s' a indicated, and 10 feet in width and adjoining right of way lines, 7) Wetland tiro: The Wetland delineation was preformed by Arrowhead Environmental Consulting and the delineation flags wenn located on unless otherwise indicated, as shown on the plat 7, 201 2013. Augustt 7,201 FIELD CREW NO. BY DATE REVISION USE (INCLUDING COPYING, DISTRIBUTION, AND/OR CONVEYANCE OF INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT SATHRE-BERGQUIST, INC.'s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY INDEMNIFY SATHRE-BERGQUIST, INC. OF ALL RESPONSIBILITY. SATHRE-BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING FROM ILLEGITIMATE USE. I hereby certify that this survey, plan or report 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 June, 2017. David B. Pemberton, PLS Minnesota License No. 40344 pemberton@sathTe.com xxx DRAWN JJA CHECKED DBP DATE 06/08/2017 SERs SOR WOE �N SATHRE-BERGQUIST, INC. o 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 476-0000 N 4 WWW.SATHRE.COM c4,FRS 0 -1 Bearings are based on the Carver County Coordinate System (NAD a3 - 1986 ad-) 60 30 0 30 60 120 SCALE IN FEET Zoning: Proposed Zoning - RLM 35% Max Impervious Min Width - 50 ft Min Area - 9,000 sf Min Depth - 110 ft Fysb - 25 ft Sysb - 15 ft Total - 5 It Garage Rysb - 25 ft 60' Row - 31' B -B Streets PREPARED BY PREPARED FOR SURVEYOR DEVELOPER SATHRE-BERGQUIST, INC. HOMESTEAD PARTNERS. LLC 150 SOUTH BROADWAY 6035 CULLIGAN WAY WAYZATA, MINNESOTA 55391 MINNETONKA, MN 55345 PHONE:(952) 476-0000 CONTACT: PHONE:(952) 476-0104 TOM BAKRITGES z 'WN ILL v 4, mo = p L SITE da N ST- NUT CII P`a . h,apl.RVr PHONE: (612) 272-9701 CONTACT: DAVID PEMBERTON, PLS TOMB@HOMESTEAD-PARTNERS.COM EMAIL: PEMBERTON@SATHRE.COM T W P:116-RGE.23-SEC.10 Carver County PRELIMINARY PLAT CHANHASSEN FAWN HILL MINNESOTA HOMSTEAD PARTNERS, LLC FILE NO. 37865-001-200 1 1 f HNMEP 3\ +e �NGACRES ^ o S�tHEaN j ¢? DR. V CT' a P4 u aMAJE SIC W y¢ I z 'WN ILL v 4, mo = p L SITE da N ST- NUT CII P`a . h,apl.RVr C I N 9F. �^(\l� I N O 9S \ 84A4,0 lg9j9 CLOyER CT. --- .I, IR. fR .TERRY 6-BAWKRRY WAY E. „ C ICKORY WAY Y Sc,`'. ,,, POPPY D,. 8th 9L n WE SAG= M C A s' a A L W 64. s P E c a 3 ems', IS i = T W P:116-RGE.23-SEC.10 Carver County PRELIMINARY PLAT CHANHASSEN FAWN HILL MINNESOTA HOMSTEAD PARTNERS, LLC FILE NO. 37865-001-200 1 1 • WEST 1/4 CORNER OF \_ SEC.10, TWP.116, RGE.23 FND. CARVER COUNTY MON. / WEST LINE OF SWI/4 OF I SEC.10, TWP.116, RGF-23 I r I b CID 1 _ 464.93 210.82 146.57 23.299 UTLOT A 3 0- ��s T (S88°03'20 -W) FAWN HILL S89°18'51"W 1283.60 50 144.78 / \ N 151.95 0 30.00 30.00 (� - �- 30 r m 30 1 n 0 0 o721 01 �('` O 3 / 00 to Z /I 30 30 r) 41.02 �/ I A Ar- n P"N/'\IA/ IV C-/-\ L-1 VV (818.71) 818.67 298.54 - - - - 3 Oep �`� °' .(� 0 , °E 192.00 ^ O 10�L �N82°5239= 1� S89-48'1 8"E S8034 S 532 `°ry O� M '39"E 130.31 _ 1 �9"E 2 F _ N82°52 ice° 109.73epi -I �---208.13 to LIV >11 1fI 2 o/�� // co J L57°2 //p1 Ito W J 6 ',9 3.2 I a 2g r0 m N �/ ti.� / 830 ��9 S9 0 c�6 N 3 o N N 15.08 j° S ay o `� O = I N. 1 3 �t �a 2 2 �5 \ �� �' w W m 1 \ \� /g� i° R \� 0S �/ / o c? ��'sa$" a \ 52.77° 23, 28 I'►i Ao a m / /\ O. eft. A/NA / . p a u° o °o, y/' X50 (�� k£T 6 Y rn I o / / v(\\ \c3�` h� y /EgDUng //S76'�� °q `so °o6 N81' I 1' 1 �VO - 69j O I o 24 / / aO\i �j c. 1 \�0°'� " SfA/ENT)Y / 6� %1 °O Pik, _o �25�41.4 \ SS9° O� o j j� 296 a� �p '(O ���5 95 �^3 26.29 ��, / / ^ 1 4 0 4310 3„ 9 N / 32 O� `po �'o ',L0�5 �`L 1 X25°06 22/ 1°V 0 o ti DRAINAGE 55.20 Ird�i <C mo \ / 642 ✓ / N1 4.°O\� 2 f\ /lILk EASEMFLITy \f N V �t, �i 0 38 6N•/ - va`� o O O(3A SO Lo <C L con to N ` \/ C� Ile N 04 \ J to ino ti Li 31r`ri C4 to to ` O r\ NORj1` Q 00 <� W - OLLi N �2 F 60 30 0 30 60 120 e i OUTLOT E DRAINAGE AND UTILITY EASEMENT OVER ALL OF O(JTLOT E WET LAND 81 \ /1 ^T A ^ 06VIvIr\v al W 0 v o SOUTHWEST CORNER OF rn - SECAO, TWP.116, RGE.23 \ FND. CARVER COUNTY MON. I N89°18'51"E 464.93 (N88"03'20 -E) A T - r -n IT -7 f \ I L�LIVIL_ DRAINAGE AND UTILITY EASEMENTS ARE SHOWN THUS: �II III I�- Being 5 feet in width and adjoining lot lines, unless otherwise indicated, and 10 feet in width and adjoining right of way lines, unless otherwise indicated, as shown on the plat 0�ws su,,t, �o? 0 SATHRE-BERGQUIST, INC. min cryeRS P\.P���? r-n L)A A^ I /-\I \I VI •�' S89oG"W „7)� G�� •O°',1 `00 6 �00clq OD bpp/ �Ou\'�S yob �sb8 777.09 W Soy `o g1� 2.i SS4O to X39 N79.32, 1' S, 42.25 42.26 43.86 43.86 96.56- s6"Sj- 61.429"Wo `� 84.52 s ,� V, N89°18 49"E 184.28 �� 48'F V V i L_VT v 'o\/^�- A^ a n T N89°18'51ttE 1 I o ��.-� IT -7 \S'S r n �) w A �VI. I/\.. L% /\I �'_ \/ C;LIVIL_ \A36r \IVI.I , , j ibO0 W to W�r F4,, ? N C-4 OUTLOT F-- 6 , qSE USCF / r�6 �NO ^ S �� O ss CID � \. 0 N 3 \ 60 \ o) g O t _ m st ^' KNOW ALL PERSONS BY THESE PRESENTS: That Chanhassen Investment LLC., fee owner of the following described property situated in the State of °p v Minnesota, County of Carver, to wit: O Z That part of the Northwest Quarter of the Southwest Quarter of Section 10, Township 116, Range 23, Carver County, Minnesota described as follows: Commencing at the West Quarter comer of said section 10; thence on an assumed bearing of South 1 degree 56 minutes 40 seconds East along the West line of said Southwest Quarter, a distance of 1213.40 feet; thence North 88 degrees 03 minutes 20 seconds East, a distance of 464.93 feet; thence North 1 degree 56 minutes 40 seconds West on a line parallel to said west line of the Southwest Quarter, a distance of 289.19 feet; to the point of beginning of the tract to be described; thence continuing North I degree 56 minutes 40 seconds West on a line parallel to said west line of the Southwest Quarter, a distance of 272.96 feet; thence North 88 degrees 03 minutes 20 seconds Fast, a distance of 818.71 feet; thence South 6 degrees 43 minutes 00 seconds West a distance of 276.11 feet; thence South 88 degrees 03 minutes 20 seconds West, a distance of 777.13 feet to the point of beginning. And That part of the Northwest Quarter of the Southwest Quarter of Section 10, Township 116, Range 23, Carver County, Minnesota described as follows: Commencing at the West Quarter comer of said Section 10; thence on an assumed bearing of South 1 degree 56 minutes 40 seconds East along the West line of said Southwest Quarter, a distance of 651.25 feet to the point of beginning of the tract to be described; thence continuing South 1 degree 56 minutes 40 seconds East along said West line of the Southwest Quarter, a distance of 562.12 feet to a point 1,213.40 feet distant from said West Quarter comer of Section 10; thence 88 degrees 03 minutes 20 seconds East, a distance of 464.93 feet; thence North 1 degree 56 minutes 40 seconds West on a line parallel to said West line of the Southwest Quarter, a distance 562.15 feet; thence South 88 degrees 03 minutes 20 seconds West, a distance of 464.93 feet to the point of beginning. And Outlot B, C and D, VISTAS AT BENTZ FARMS, according to the recorded plat thereof, Carver County, Minnesota Has caused the same to be surveyed and platted as FAWN HILL and does hereby dedicate to the public for public use forever the public ways and drainage and utility easements, as shown on this plat. In witness whereof said Chanhassen Investment LLC. has caused these presents to be signed by its proper officer this day of , 2017. Chanhassen Investment LLC. Matt Hanish, Vice President STATE OF MINNESOTA COUNTY OF The foregoing instrument was acknowledged before me this day of 12017, by Matt Hanish, Vice President of Chanhassen Investment, LLC. 50 � LLI t �N\\I � V to ^ r� W �Z \ o �1 06 00 r z ?Do O O(3A SO Lo <C 11. o N W 3 Ile zr J ino ti Li 31r`ri ( i) r\ NORj1` Q <� J i OUTLOT E DRAINAGE AND UTILITY EASEMENT OVER ALL OF O(JTLOT E WET LAND 81 \ /1 ^T A ^ 06VIvIr\v al W 0 v o SOUTHWEST CORNER OF rn - SECAO, TWP.116, RGE.23 \ FND. CARVER COUNTY MON. I N89°18'51"E 464.93 (N88"03'20 -E) A T - r -n IT -7 f \ I L�LIVIL_ DRAINAGE AND UTILITY EASEMENTS ARE SHOWN THUS: �II III I�- Being 5 feet in width and adjoining lot lines, unless otherwise indicated, and 10 feet in width and adjoining right of way lines, unless otherwise indicated, as shown on the plat 0�ws su,,t, �o? 0 SATHRE-BERGQUIST, INC. min cryeRS P\.P���? r-n L)A A^ I /-\I \I VI •�' S89oG"W „7)� G�� •O°',1 `00 6 �00clq OD bpp/ �Ou\'�S yob �sb8 777.09 W Soy `o g1� 2.i SS4O to X39 N79.32, 1' S, 42.25 42.26 43.86 43.86 96.56- s6"Sj- 61.429"Wo `� 84.52 s ,� V, N89°18 49"E 184.28 �� 48'F V V i L_VT v 'o\/^�- A^ a n T N89°18'51ttE 1 I o ��.-� IT -7 \S'S r n �) w A �VI. I/\.. L% /\I �'_ \/ C;LIVIL_ \A36r \IVI.I , , j ibO0 W to W�r F4,, ? N C-4 OUTLOT F-- 6 , qSE USCF / r�6 �NO ^ S �� O ss CID � \. 0 N 3 \ 60 \ o) g O t _ m st ^' KNOW ALL PERSONS BY THESE PRESENTS: That Chanhassen Investment LLC., fee owner of the following described property situated in the State of °p v Minnesota, County of Carver, to wit: O Z That part of the Northwest Quarter of the Southwest Quarter of Section 10, Township 116, Range 23, Carver County, Minnesota described as follows: Commencing at the West Quarter comer of said section 10; thence on an assumed bearing of South 1 degree 56 minutes 40 seconds East along the West line of said Southwest Quarter, a distance of 1213.40 feet; thence North 88 degrees 03 minutes 20 seconds East, a distance of 464.93 feet; thence North 1 degree 56 minutes 40 seconds West on a line parallel to said west line of the Southwest Quarter, a distance of 289.19 feet; to the point of beginning of the tract to be described; thence continuing North I degree 56 minutes 40 seconds West on a line parallel to said west line of the Southwest Quarter, a distance of 272.96 feet; thence North 88 degrees 03 minutes 20 seconds Fast, a distance of 818.71 feet; thence South 6 degrees 43 minutes 00 seconds West a distance of 276.11 feet; thence South 88 degrees 03 minutes 20 seconds West, a distance of 777.13 feet to the point of beginning. And That part of the Northwest Quarter of the Southwest Quarter of Section 10, Township 116, Range 23, Carver County, Minnesota described as follows: Commencing at the West Quarter comer of said Section 10; thence on an assumed bearing of South 1 degree 56 minutes 40 seconds East along the West line of said Southwest Quarter, a distance of 651.25 feet to the point of beginning of the tract to be described; thence continuing South 1 degree 56 minutes 40 seconds East along said West line of the Southwest Quarter, a distance of 562.12 feet to a point 1,213.40 feet distant from said West Quarter comer of Section 10; thence 88 degrees 03 minutes 20 seconds East, a distance of 464.93 feet; thence North 1 degree 56 minutes 40 seconds West on a line parallel to said West line of the Southwest Quarter, a distance 562.15 feet; thence South 88 degrees 03 minutes 20 seconds West, a distance of 464.93 feet to the point of beginning. And Outlot B, C and D, VISTAS AT BENTZ FARMS, according to the recorded plat thereof, Carver County, Minnesota Has caused the same to be surveyed and platted as FAWN HILL and does hereby dedicate to the public for public use forever the public ways and drainage and utility easements, as shown on this plat. In witness whereof said Chanhassen Investment LLC. has caused these presents to be signed by its proper officer this day of , 2017. Chanhassen Investment LLC. Matt Hanish, Vice President STATE OF MINNESOTA COUNTY OF The foregoing instrument was acknowledged before me this day of 12017, by Matt Hanish, Vice President of Chanhassen Investment, LLC. 50 � LLI t �N\\I � V to ^ r� W �Z \ o �1 06 00 r z ?Do STATE OF MINNESOTA COUNTY OF HENNEPIN The foregoing instrument was acknowledged before me this day of Minnesota License No. 40344. Notary Public, Hennepin County, Minnesota My Commission Expires: 2017, by David B. Pemberton, Professional Land Surveyor, Notary Printed Name CHANHASSEN, MINNESOTA This plat of FAWN HILL was approved and accepted by the City Council of the City of Chanhassen, Minnesota at a regular meeting held this , 2017, and is in compliance with the provisions of Minnesota Statues Section 505.03, Subdivision 2. CITY COUNCIL OF THE CITY OF CHANHASSEN, MINNESOTA By: , Mayor By: Administrator COUNTY SURVEYOR, Carver County, Minnesota Pursuant to Chapter 395, Minnesota Laws of 1971, this plat has been approved this day of 2017. Brian Praske, Carver County Surveyor COUNTY AUDITORITREASURER Carver County, Minnesota I hereby certify that taxes payable in and prior years have been paid for land described on this plat. Dated this day of .2017. Laurie Davies, County Auditor/Treasurer 113 Notary Public, Hennepin County, Minnesota Notary Printed Name My Commission Expires: COUNTY RECORDER, Carver County, Minnesota I hereby certify that this plat of FAWN HILL was filed this day of 2017, at SURVEYORS CERTIFICATE o'clock_. M. as Document No. I David B. Pemberton, 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 the plat; that all monuments County Recorder depicted on the plat have been or will he correctly set within one year as indicated on the plat; that all water boundaries and wet lands as defined in Minnesota Statutes, Section 505.01, Subdivision 3 existing as of the date of this certification are shown and labeled on the plat; and that all public ways are shown and labeled on the plat. Dated this day of 12017. David B. Pemberton, Professional Land Surveyor Minnesota License No. 40344 day of 100 11. Ile 50 r\ NORj1` Q 60 30 0 30 60 120 N j > SCALE IN FEET MoUI <' OD r --j �> N -'r c The bearing basis is the west line of the Southwest Quarter of Section 10, Township 116 West, Range 23 North which is assumed to bear South 00 degrees 41 minutes 09 seconds East. So I O Denotes a 1/2 inch by 14 inch iron pipe set in the ground and marked by License No. 40344 • Denotes a Found Iron Monument Denotes a Found Cast -Iron -Monument (xxxx) Denotes Deed Dimension '_IJ -� C) ' <C STATE OF MINNESOTA COUNTY OF HENNEPIN The foregoing instrument was acknowledged before me this day of Minnesota License No. 40344. Notary Public, Hennepin County, Minnesota My Commission Expires: 2017, by David B. Pemberton, Professional Land Surveyor, Notary Printed Name CHANHASSEN, MINNESOTA This plat of FAWN HILL was approved and accepted by the City Council of the City of Chanhassen, Minnesota at a regular meeting held this , 2017, and is in compliance with the provisions of Minnesota Statues Section 505.03, Subdivision 2. CITY COUNCIL OF THE CITY OF CHANHASSEN, MINNESOTA By: , Mayor By: Administrator COUNTY SURVEYOR, Carver County, Minnesota Pursuant to Chapter 395, Minnesota Laws of 1971, this plat has been approved this day of 2017. Brian Praske, Carver County Surveyor COUNTY AUDITORITREASURER Carver County, Minnesota I hereby certify that taxes payable in and prior years have been paid for land described on this plat. Dated this day of .2017. Laurie Davies, County Auditor/Treasurer 113 Notary Public, Hennepin County, Minnesota Notary Printed Name My Commission Expires: COUNTY RECORDER, Carver County, Minnesota I hereby certify that this plat of FAWN HILL was filed this day of 2017, at SURVEYORS CERTIFICATE o'clock_. M. as Document No. I David B. Pemberton, 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 the plat; that all monuments County Recorder depicted on the plat have been or will he correctly set within one year as indicated on the plat; that all water boundaries and wet lands as defined in Minnesota Statutes, Section 505.01, Subdivision 3 existing as of the date of this certification are shown and labeled on the plat; and that all public ways are shown and labeled on the plat. Dated this day of 12017. David B. Pemberton, Professional Land Surveyor Minnesota License No. 40344 day of