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CAS-13_PLANNING CASE NO. 2019-13 (RESUBMITTAL 9/18/20)November 10. 2020 0 0 CITY OF C HANHASSE N Chanhassen is a Community for Life - Providing for Today and Planning for Tomorrow Mr. Luis Berrospid 7406 Frontier Trail Chanhassen, MN 55317 Re: Berrospid Addition — Planning Case No. 2019-13 Dear Mr. Berrospid: This letter is to confirm that on November 9. 2020, the Chanhassen City Council approved: 1. The preliminary and final plat for a three -lot subdivision N+ith a variance for the use of a flag lot and private street subject to the Conditions oC Plat Approval below. 2. Development Contract for Berrospid Addition; and 3. The construction plans for the development. CONDITIONS OF PLAT APPROVAL Buildine 1. Building plans must provide sufficient information to verify that proposed building meets all requirements of the Minnesota State Building Code. additional comments or requirements may be required after plan review. 2. A building permit must be obtained before beginning any construction. 3. Retaining walls more than four feet high must be designed by a professional engineer and a building permit must be obtained prior to construction. 4. If any soil corrections are done on the property. a final grading plan and soil report must be submitted to the Inspections Division before permits will be issued. PH 952.227.1100 • www.ci.chanhassen.mmus • FX 952.227.1110 "IAPNET EOU[ EVADE - - HANHASSEN - MINNESOTA 55317 LI Mr. Luis Berrospid Berrospid Addition November 10. 2020 Page 2 Enaineerine 1. All driveways shall have direct access only to the proposed private street. 2. Construction plans shall be updated to show the 25' drainage and utility easement (D&U) located on 7404 Frontier Trail. the means of how utility work in the D&U will not encroach onto private property, and a note prescribing restoration methods of the disturbed areas within the D&U. 3. All applicable permits required by the Riley Purgatory Bluff Creek Watershed District shall be obtained and adhered to. 4. Calculations supporting the 7 -ton private street design shall be submitted by a professional engineer for review and approval prior to grading operations. 5. The private street shall be owned and maintained by the benefiting properties. 6. The applicant shall update the fire apparatus access turnaround design to allow for proper turning movements of the Fire Department design vehicle (Engine # 1), and provide the city with updated plans for review and approval. 7. Encroachment agreements for any proposed private infrastructure or improvements shall be provided prior to recording of the final plat. 8. An updated existing conditions survey shall be submitted prior to grading operations that includes all existing utilities within and surrounding the property. 9. An encroachment agreement for all existing structures within public drainage and utility easements. regardless of ownership. shall be filed concurrently with the recording of the final plat. 10. Updated grading plans shall be submitted that illustrate drainage arrows and adequate grading to drain stormwater away from structures, specifically the proposed homes on Lots and 2, prior to grading operations. 11. Recommendations from Haugo GeoTechnical Services shall be adhered to. 12. A geotechnical engineering firm shall be on-site during grading operations as required to ensure conformance to City Standards and Specifications and all Minnesota Building Codes. E Mr. Luis Berrospid Berrospid Addition November 10.'_0"_'0 Page 3 0 13. Grades shall be adjusted to maintain a three (3) foot separation from the bottom floor elevation if groundwater is encountered: an} changes to grades shall be submitted to the cit for review and approval. 14. The retaining wall supporting the required fire apparatus access road turnaround shall account for the surcharge of the Fire Department's design vehicle (Engine 41). The required analysis and plans shall be provided to the cit for review and approval. 15. An erosion and sediment control plan in accordance with Sec. 19-145 of Cit Ordinances shall be included with updated plan submittals prior to grading operations. 16. Existing water and sewer service laterals shall be abandoned at the main. All services shall be had from the newly extended water main and sanitary sewer main. 17. All newhinstalled sanitary sewer and water mains and appurtenances shall he publicly owned and maintained by the city after acceptance of the public improvements by the Cit} Council. 18. Prior to commencement of any utility work. a cop} of all required permits from the appropriate regulatory agencies shall be provided to the city which shall include but is not limited to the Minnesota Department of Health. Metropolitan Council Environmental Services. and the Minnesota Pollution Control Agency. 19. The newly installed stormwater facilities and appurtenances shall be owned and maintained by the benefiting properties. 20. Lot I's low floor elevation shall be adjusted to allow for three feet of freeboard from the 100 -year HV1'L of the underground infiltration system. 21. The applicant shall submit rational -method calculations to confirm that the storm sewer is adequately sized for a 10 -year rainfall event. 22. The applicant shall enter into a Development Contract with the city and pay all the applicable fees and securities prior to recording of final plat. 23. A wetland delineation and MnRAM should be submitted and approved to determine if wetlands are present on the property. 24. If wetlands exist on the property and impacts to the wetland (cut or fill) are proposed. a wetland replacement plan must be submitted and approved before any wetland impacts can occur. 0 0 Mr. Luis Berrospid Berrospid Addition November 10, 2020 Page 4 Construction Plans 1. On sheet 1.0, Title Sheet: update contact information for City Engineer to "Charles Howley, P.E., LEED AP". 2. On sheet 2.0, Grading Plan: as no site plan was provided call -out dimensions of turnaround and the radii for the private street: add call -out to relocate utility pole and light near the top and within the private street; clearly label or depict that no encroachment into the property to the north is proposed as it appears the radius of private street that connects to Frontier Trail extends into property to the north: add detail #5202A to detail sheets as it is being called out on this plan sheet; add to legend D&U line: show EOF(s) on plan sheet. 3. On sheet 2. 1, Erosion & Sediment Control Plan: update hatching for "stabilized construction entrance" to be consistent with the legend for construction entrance; construction entrance must meet the dimensions of the standard detail plate (50' long and 20' wide minimum). update plans accordingly: add disturbance limits to the area impacted by the water tie-in near hydrant; add dewatering notes: add note that final stabilization of areas outside subdivision/property (i.e. disturbance near water main tie-in and sanitary sewer tie-in) need to be restored to existing or better condition; add to legend check dams, indicate whether temporary or permanent. 4. On sheet 3.0, Utility Plan: consider use of HDPE rings on sanitary manhole in street to allow for slope, call -out if they are to be used; the curb stop location for Lot 3 shall be at the D&U line, ensure call -out for cover aligns with detail #5208; trees are located over the newly proposed sanitary sewer which has been assumed to be open trench, however, the trees are indicated to be saved, clarify and update plans accordingly; existing services shall be abandoned at the main and all service laterals will be had from the extension of new utilities, update plans accordingly; all public sanitary sewer mains and water mains require profile views, update accordingly; a wet -tap will not be approved and a tee with sleeves shall be installed, coordination with the Public Works department 48 -hours prior to the connection must be had as valves will have to be shut. notes must be added to this effect; On sheet 4.0, Construction Details: update all detail plates to the most recent versions, an update occurred during 2020 and not all detail plates. Environmental Resources 1. The applicant shall verify tree removal and disturbed area calculations to determine actual tree preservation before final approval. 2. Tree preservation fencing must be installed at the edge of grading limits prior to any grading activities. 0 Mr. Luis Berrospid Berrospid Addition November 10, 2020 Page 5 Fire 0 The primate road will need to follow City of Chanhassen Code for Primate Roads. including a turnaround for emergency vehicles. Parks 1. Full park fees in lieu of additional parkland dedication and/or trail construction shall be collected at the rate in force upon final plat submission and approval for the two new lots. Plannine 1. The front lot line for Lots i and 2 shall be the northerly property line. 2. An access and maintenance agreement for the primate street shall be recorded with the plat. Two signed mylar copies of the final plat shall be submitted to our office for signatures. One 1 "=200' scale my lar reduction of the final plat and one 1 "=200' scale paper reduction of the final plat withjust street names and lot and block numbers shall be submitted. Remised construction plans shall be submitted and reviewed prior to beginning construction. In addition. a digital copy in .dxf format and a digital copy in .tif format (pdfcompatible) in Caner County coordinates of the final plat shall be submitted. A recent copy of the title commitment shall be provided. A Mortgage Holder Consent to Plat shall be submitted. A 5135,792.75 letter of credit or escrow for the developer -installed improvements. the S27,117.53 cash administration fee and the fully -executed development contract (Developer Installed Improvements) must be submitted and prior to scheduling a pre -construction meeting. Either the Homeowners Association documents or access and maintenance agreements for the primate street and stormwater treatment s% stem shall be submitted for recording. An operation and maintenance plan (O&M) for the primate stormwater BM Ps shall be submitted. The O&M of primate stormwater BMPs is required in perpetuity and must be approved by the Water Resources Coordinator. or their designee. to be recorded against the benefiting properties. Encroachment agreements for any private infrastructure or improvements the stormwater system and the driveway to the property to the south within public D&Us will be required prior to recording of final plat. Prior to commencement of any utility work. a copy of all required permits from the appropriate regulatory agencies shall be provided to the city which shall include but is not limited to the Minnesota Department of Health. Metropolitan Council Environmental Services. the Minnesota Pollution Control Agency, and Riley Purgatory Bluff Creek Watershed District. All current year taxes must be paid in full and an}' delinquent property taxes or green acres tax. Ll Mr. Luis Berrospid Berrospid Addition November 10, 2020 Page 6 0 Once everything is submitted, we will forward to the City Attorney's office for recording. Please contact Project Engineer Erik Henricksen at 952-227-1165 or by email at ehenricksen^a„ci.chanhassen.mn.us to coordinate the preconstruction meeting. Should you have any questions, please contact me at (952) 227-1131 or by email at bbeenerousCci.chanhassen.mmus. Robert Generous, AICP Senior Planner Enclosure ec: Kate Aanenson, Community Development Director Heather Johnston, Interim City Manager Jerry Ruegemer, Parks & Recreation Director Matt Unmacht. Water Resources Coordinator Eric Tessman. Building Official Charlie Howley, City Engineer/Public Works Director Jill Sinclair. Environmental Resource Specialist Erik Henricksen, Project Engineer Encl. g:lplmi2019 plmning ca \ 19-13 7406 tronner mil wb aid va -mtebminal 9-1 g-20'aw” al lever berrospid.do • 67 CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA BERROSPID ADDITION DEVELOPMENT CONTRACT (Developer Installed Improvements) 0 TABLE OF CONTENTS 0 SPECIAL PROVISIONS PAGE 1. REQUEST FOR PLAT APPROVAL............................................................................SP-1 2. 2. CONDITIONS OF PLAT APPROVAL ........................................................................SP-1 3. DEVELOPMENT PLANS............................................................................................SP-1 4. 4. IMPROVEMENTS 5. ........................................................................................................SP-2 6. 5. TIME OF PERFORMANCE.........................................................................................SP-2 7. 6. SECURITY....................................................................................................................SP-2 7. NOTICE.........................................................................................................................SP-3 SITE EROSION AND SEDIMENT CONTROL.........................................................GC-2 8. OTHER SPECIAL CONDITIONS................................................................................SP-3 9. GENERAL CONDITIONS...........................................................................................SP-5 GENERAL CONDITIONS 1. RIGHT TO PROCEED.................................................................................................Un.-i 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 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 16. .................................................................................................................GC-4 EXISTING ASSESSMENTS.......................................................................................GC-4 17. HOOK-UP CHARGES.................................................................................................GC-4 18. PUBLIC STREET LIGHTING 19. .....................................................................................GC-4 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. Building Permits...............................................................................................GC-7 G. Waivers/Amendments.......................................................................................GC-7 H. Release..............................................................................................................GC-7 1. Insurance........................................................................................................... GC -7 J. Remedies...........................................................................................................GC-8 K. Assignability.....................................................................................................GC-8 L. Construction Hours...........................................................................................GC-8 M. Noise Amplification..........................................................................................GC-8 N. Access...............................................................................................................GC-8 O. P. Q. R. S. T. U. V. W X. Y. Z. Street Maintenance............ Storm Sewer Maintenance Soil Treatment Systems... ........................GC -8 ........................GC -9 ........................ 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-IO As -Built Lot Surveys...........................................................................................GC-11 ii 0 0 CITY OF CHANHASSEN DEVELOPMENT CONTRACT (Developer Installed Improvements) BERROSPID ADDITION AGREEMENT dated November 91b, 2020 by and between the CITY OF CHANHASSEN, a Minnesota municipal corporation (the "City"). and Luis Berrospid and Abigail J. Peterson Berrospid, husband and wife (collectively referred to herein as the "Developer"). 1. Request for Plat Approval. The Developer has asked the City to approve a plat for Berrospid Addition (referred to in this Contract as the "plat"). The land is legally described on the attached Exhibit "A". 2. Conditions of Plat Approval. The City hereby approves the plat on condition that the Developer enter into this Contract, famish the security required by it. and record the plat with the County Recorder or Registrar of Titles within 30 days after the City Council approves the plat. 3. Development Plans. The plat shall be developed in accordance with the following plans. The plans shall not be attached to this Contract. With the exception of Plan A. the plans may be prepared, subject to City approval, after entering the Contract, but before commencement of any work in the plat. If the plans vary from the written terms of this Contract. the written terms shall control. The plans are: Plan A: Final plat approved November 9.2020, prepared by James R. Hill. Inc. Plan B: Grading. Drainage and Erosion Control Plan dated September 15, 2020, prepared by James R. Hill. Inc. Plan C: Plans and Specifications for Improvements dated September 15, 2020, prepared by James R. Hill. 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) 1. 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 by November 15, 2021. The De\eloper 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 famish the City with a letter of credit in the form attached hereto. from a bank acceptable to the City. or cash escrow (" securith") for 5135,792.75. The amount of the security was calculated as 110% of the following: Site Grading/Erosion Control'Restoration $ 24.467.00 Sanitary Sewer $ 12.540.00 Watermam $ 23.000.00 Storm Sewer, Drainage System. including cleaning and maintenance $ 35.182.50 Streets $ 18.065.50 Sub -total, Construction Costs S 113,255.00 Engineering. surveying, and inspection (7% of construction costs) Landscaping (2% of construction costs) 7.927.85 '_.265.10 Sub -total, Other Costs S 10,192.95 TOTAL COST OF PUBLIC IMPROVEMENTS S 123,447.95 SECURITY AMOUNT (110% of 123,447.95) S135,792.75 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 any violation of the terms of this Contract. If the required public improvements are not completed at SP -2 • 0 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 morturnents for lot comers have been installed, (3) all financial obligations to the City satisfied, (4) the required "record" plans have been received by the City, (5) a warranty security is provided, and (6) the public improvements are accepted by the City. 7. Notice. Required notices to the Developer shall be in writing, and shall be either hand delivered to the Developer, its employees or agents. or mailed to the Developer by registered mail at the following address: Luis Berrospid 7406 Frontier Trail Chanhassen, MN 55317 Phone: 763-280-0528 Email: Iberrospid@gmail.com 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. FEES 1. Prior to release of the plat for recording and prior to scheduling a pre -construction meeting, Developer shall submit to the City $27,117.53 for the following City fees: *Administration fee (based on estimated construction cost of $113-155.00,3% for the construction costs less than 5500,00) $ 3,397.65 GIS fee: 3 parcels $10/ cel + $25 for the plat $ 55.00 Partial payment of City sewer and water hookup fees: 2units @ $691 /unit sewer)+$2,392/unit(water) S 6,166.00 Park Fee S 11,600.00 Surface Water Management Fee S 5,898.88 Total 527,117.53 SP -3 0 0 B. CONDITIONS OF APPROVAL Building 1. Building plans must provide sufficient information to verify that proposed building meets all requirements of the Minnesota State Building Code. additional comments or requirements may be required atter plan review. 2. A building permit must be obtained before beginning any construction. 3. Retaining walls more than four feet high must be designed by a professional engineer and a building permit must be obtained prior to construction. q. If any soil corrections are done on the property. a final grading plan and soil report must be submitted to the Inspections Division before permits kill be issued. Engineering 1. All driveways shall have direct access only to the proposed pmate street. 2. Construction plans shall be updated to show the 25' D&U located on 7401 Frontier Trail. the means of how utility work in the D&U will not encroach onto private property. and a note prescribing restoration methods of the disturbed areas within the D&U. 3. All applicable permits required by the Riley Purgatory Bluff Creek Watershed District shall be obtained and adhered to. q. Calculations supporting the 7 -ton private street design shall be submitted by a professional engineer for re%icw and approval prior to grading operations. 5. The private street shall be owned and maintained by the benefiting properties. 6. The applicant shall update the fire apparatus access turnaround design to allow for proper turning movements of the Fire Department design vehicle (Engine #I), and provide the city with updated plans for review and approval. 7. Encroachment agreements for any proposed private infrastructure or improvements shall be provided prior to recording of the final plat. 8. An updated existing conditions survey shall be submitted prior to grading operations that includes all existing utilities within and surrounding the property. 9. An encroachment agreement for all existing structures within public drainage and utility easements. regardless of ownership. shall be filed concurrently with the recording of the SP -4 0 0 final plat. 10. Updated grading plans shall be submitted that illustrate drainage arrows and adequate grading to drain stormwater away from structures. specificalh the proposed homes on Lots 1 and'_'. prior to grading operations. 11. Recommendations from Haugo GeoTechnical Services shall be adhered to. 12. A geotechnical engineering firm shall be on-site during grading operations as required to ensure conformance to Cit Standards and Specifications and all Minnesota Building Codes. 13. Grades shall be adjusted to maintain a three (;I foot separation from the bottom floor elevation if groundwater is encountered: any changes to grades shall be submitted to the cit for review and approval. 14. The retaining wall supporting the required tire apparatus access road turnaround shall account for the surcharge of the Fire Department's design vehicle (Engine =I). The required analysis and plans shall he provided to the city for review and approval. 15. An erosion and sediment control plan in accordance with Sec. 19-145 of City Ordinances shall be included with updated plan submittals prior to grading operations. 16. Existing water and sewer service laterals shall be abandoned at the main. All services shall be had from the newly extended water main and sanitary sewer main. 17. All newly installed sanitary sewer and water mains and appurtenances shall he publicly owned and maintained by the city after acceptance of the public improvements by the City Council. 18. Prior to commencement of any utility work. a copy of all required permits from the appropriate regulatory agencies shall be provided to the city which shall include but is not limited to the Minnesota Department of Health. Metropolitan Council Em ironmental Services. and the Minnesota Pollution Control Agency. 19. The newly installed stormwater facilities and appurtenances shall be owned and maintained by the benefiting properties. 20. Lot 1's low floor elevation shall be adjusted to allow for three feet of freeboard from the 100 -year HWL of the underground infiltration system. 21. The applicant shall submit rational -method calculations to confirm that the storm sewer is adequately sized for a 10 -year rainfall event. SP 0 0 22. All applicable permits required by the Riley Purgatory Bluff Creek Watershed District shall be obtained and adhered to. 23. The applicant shall enter into a Development Contract with the city and pay all the applicable fees and securities prior to recording of final plat. 24. A wetland delineation and MnRAM should be submitted and approved to determine if wetlands are present on the property. 25. If wetlands exist on the property and impacts to the wetland (cut or fill) are proposed, a wetland replacement plan must be submitted and approved before any wetland impacts can occur. Construction Plans On sheet 1.0, Title Sheet: update contact information for City Engineer to "Charles Howley, P.E., LEED AP". 2. On sheet 2.0, Grading Plan: as no site plan was provided call -out dimensions of turnaround and the radii for the private street; add call -out to relocate utility pole and light near the top and within the private street; clearly label or depict that no encroachment into the property to the north is proposed as it appears the radius of private street that connects to Frontier Trail extends into property to the north; add detail #5202A to detail sheets as it is being called out on this plan sheet; add to legend D&U line; show EOF(s) on plan sheet. 3. On sheet 2.1, Erosion & Sediment Control Plan: update hatching for "stabilized construction entrance" to be consistent with the legend for construction entrance; construction entrance must meet the dimensions of the standard detail plate (50' long and 20' wide minimum), update plans accordingly; add disturbance limits to the area impacted by the water tie-in near hydrant; add dewatering notes; add note that final stabilization of areas outside subdivision/property (i.e. disturbance near water main tie-in and sanitary sewer tie-in) need to be restored to existing or better condition; add to legend check dams, indicate whether temporary or permanent. 4. On sheet 3.0, Utility Plan: consider use of HDPE rings on sanitary manhole in street to allow for slope, call -out if they are to be used; the curb stop location for Lot 3 shall be at the D&U line, ensure call -out for cover aligns with detail #5208; trees are located over the newly proposed sanitary sewer which has been assumed to be open trench, however, the trees are indicated to be saved, clarify and update plans accordingly; existing services shall be abandoned at the main and all service laterals will be had from the extension of new utilities, update plans accordingly; all public sanitary sewer mains and water mains require profile views, update accordingly; a wet -tap will not be approved and a tee with sleeves shall be installed, coordination with the Public Works department 48 -hours prior to the connection must be had as valves will have to be shut, notes must be added to this SP -6 0 0 effect: On sheet 4.0. Construction Details: update all detail plates to the most recent versions. an update occurred during 2020 and not all detail plates. Environmental Resources 1. The applicant shall verih tree removal and disturbed area calculations to determine actual tree preservation before final approval. 2. Tree preservation fencing must be installed at the edge of grading limits prior to an.' grading activities. Fire 1. The private road will need to follow City of Chanhassen Code for Private Roads— including a turnaround for emergency vehicles. Parks I. Full park fees in lieu of additional parkland dedication an&or trail construction shall be collected at the rate in force upon final plat submission and approval for the hvo new lots. Planning 1. The front lot line for Lots 1 and 2 shall be the northerly property line. 2. An access and maintenance agreement for the private street shall be recorded with the plat. 9. General Conditions. The general conditions of this Contract are attached as Exhibit "B" and incorporated herein. SP -7 0 0 CITY OF CHANHASSEN EN (SEAL) Wa du STATE OF MINNESOTA) (ss. COUNTY OF CARVER ) Elise Ryan, Mayor Heather Johnston, Interim City Manager The foregoing instrument was acknowledged before me this _ day of 20_, by Elise Ryan, Mayor, and by Heather Johnston, Interim 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 am 0 DEVELOPER: Luis Berrospid 0 Abigail J. Peterson Berrospid STATE OF MINNESOTA ) ( ss. COUNTY OF ) The foregoing instrument was acknowledged before me this _ day of 20_, by Luis Berrospid and Abigail J. Peterson Berrospid. husband and wife. DRAFTED BY: City of Chanhassen 7700 Market Boulevard P.O. Box 147 Chanhassen. MN 55317 (952)227-1100 SP -9 NOTARY PUBLIC 0 EXHIBIT "A" TO 0 DEVELOPMENT CONTRACT LEGAL DESCRIPTION OF SUBJECT PROPERTY: Lot 19, Auditor's Subdivision No. 2, Carver County, Minnesota, except that part described as follows: Commencing at the most Southerly comer of said Lot 19; thence North along the West line of said lot 340 feet, thence Easterly deflecting at an angle of 90 degrees 10 minutes to the right from said last described course, a distance of 272.8 feet; thence Northeasterly deflecting to the left at an angle of 27 degrees 44 minutes from said last described course, a distance of 309.6 feet to a point in the Northeasterly line of said Lot 19; thence Southeasterly along the Northeasterly line of said Lot 19 a distance of 162.21 feet more or less, to the Southeasterly or most Easterly comer of said lot; thence Westerly and Southwesterly along the Southerly line of Lot 19 to the point of beginning. 0 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 0_ 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 0 0 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 0 0 IRREVOCABLE LETTER OF CREDIT No. _ Date: TO: Cit\ of Chanhassen 7700 Market Boulevard. Box 147 Chanhassen. Minnesota 55317 Dear Sir or Madam: W'e hereb\ issue, for the account of (Name of Develocer) and in \ our favor. our lrre\ocable Letter of Credit in the amount of $ available to you by your draft dram 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 Cit\ Manager of the City of Chanhassen. c) Be presented for pa\ment at (Address of Bank) on or before 4:00 p.m. on November 30. This Letter of Credit shall automaticall% renew for successi\e one-year terms unless. at least fom- fi\e (45) da}s prior to the next annual reneHal date (which shall be No\ember 30 of each \ear). the Bank delivers written notice to the Chanhassen Cit} Manager that it intends to modify the terms of or cancel. this Letter of Credit. Written notice is effecti\e if sent b\ certified mail, postage prepaid. and deposited in the U.S. Mail, at least fom-fi\e (45) days prior to the next annual renewal date addressed as follows: Chanhassen City Manager. Chanhassen Cin Hall. 7700 Market Boule\ard. P.O. Box 147, Chanhassen. MN 55317. and is actually received by the Cite Manager at least thim (30) daps prior to the renewal date. This Letter of Credit sets forth in full our understanding «hich shall not in am way be modified. amended, amplified, or limited b\ reference to am 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 dra\% ma\ be made under this Letter of Credit. This Letter of Credit shall he go\emed b} the most recent recision of the Uniform Customs and Practice for Documentary Credits. International Chamber of Commerce Publication No. 600. We hereb\ agree that a draft dra\\n under and in compliance with this Letter of Credit shall be duh honored upon presentation. WIN 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. Ifthe 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 Cit< yyill. 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 mutualh' 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 correcthplaced 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 Cite. 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 Cite 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 coyer 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 Cit} 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 fights 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 coyer 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 Cin' Code § 7-22. GC 0 0 9. Clean up. The Developer shall maintain a neat and orderl}work site and shall daih clean. on and offsite. dirt and debris, including blo%\abler. from streets and the surrounding area that has resulted from construction work by the Developer. its agents or assigns. 10. Acceptance and Ownership of Improtements. Upon completion and acceptance by the City of the work and construction required by this Contract. the improvements lying within public easements shall become Cit property. After completion of the improvements. a representative of the contractor. and a representative of the Developer's engineer %% ill make a final inspection of the work \vith the Cit\ Engineer. Before the Cit accepts the improvements, the City Engineer shall be satisfied that all work is satisfactorily completed in accordance %%ith the approved plans and specifications and the Developer and his engineer shall submit a written statement to the City Engineer certitying that the project has been completed in accordance % ith the approved plans and specifications. The appropriate contractor wai\ers 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 b,. this Contract has been performed, the sums due them ha\e not been paid, and the laborers. materialmen, or others are seeking payment out of the financial guarantees posted with the Cit-%. and if the claims are not resoled at least ninety (90) days before the security required b} this Contract Hill expire. the Developer hereby authorizes the Cit\ to commence an Interpleader action pursuant to Rule 22, Minnesota Rules of C i\il 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 Cite from an.' further proceedings as it pertains to the letters of credit deposited with the District Court. except that the Court shall retain jurisdiction to determine attomeys' fees. 12. Park Dedication. The Developer shall pay full park dedication fees in conjunction %ith 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. I.andscaping shall be installed in accordance with requirements set forth by the City's Environmental Specialist. Unless othen\ise 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'/2) inches caliper, either bare root in season. or balled and burlapped. The trees may not be planted in the boulevard (area between curb and propert} 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 boule\ard 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 forth of cash or letter of credit shall be pro\ided to the City. These conditions must then be complied s\ith within two (2) months after the certificate ofoccupancy issued. except that ifthe certificate of occupancy is issued between October I through Ma}' I these conditions must be complied with by the following July 1 st. Upon expiration of the time period, inspections will be conducted b} City staff to verify satisfactory completion of all conditions. City staff will conduct inspections of incomplete items with a $50.00 GC- 0 0 inspection fee deducted from the escro%% fund for each inspection. After satisfacton inspection. the financial guarantee shall be returned. If the requirements are not satisfied. the Cinmay use the security to satisfy the requirements. The Cit}' may also use the escrowed funds for maintenance of erosion control pursuant to Cit}' Code Section 7-22 or to satisfy any' other requirements of this Contract or of Cite ordinances. These requirements supplement. but do not replace. specific landscaping conditions that may have been required by the City Council for project approval. 13. Warranty. The De%eloper 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 warrantN /maintenance bond for 100% of the cost of the improvement. or 2) a letter of credit for twent-five percent (25%) of the amount of the original cost of the impro+'ements. A. The required +\arrant} 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 \'arrant' period for sod. trees. and landscaping is one full growing season following acceptance by the Cit'. 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 re%ie\ 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 Cit' 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 Cit' Sewer }look -up charge and 30% of the City Fater 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 +'ear 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 Cit} 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 Cite 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 b% the City at the sole expense of the Developer. 20. House Pads. The Developer shall prompth furnish the Cite "as -built" plans indicating the amount. t.?e and limits of fill on any house pad location. 21. Responsibility for Costs. A. The Developer shall pa} an administrative fee in conjunction with the installation of the plat improvements. This fee is to cover the cost of Cit Staff time and overhead for items such as review of construction documents. preparation of the Development Contract, monitoring construction progress. processing pa} 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 S500.000. three percent (3%) of construction costs: ii) if the cost of the construction of public improvements is between $500.000 and S 1.000.000. three percent (3%) of construction costs for the first $500.000 and tvo 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'/2%) of construction costs for the first $1.000.000 and one and one-half percent (1 %%) of construction costs over $1.000,000. Before the City signs the final plat. the Developer shall deposit with the City a fee based upon construction estimates. After construction is completed, the final fee shall be determined based upon actual construction costs. The cost of public improvements is defined in paragraph 6 of the Special Provisions. B. In addition to the administrative fee, the Developer shall reimburse the City for all costs incurred by the Cite 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. PaNment shall be due in accordance with Article 21E of this .Agreement. C. The Developer shall hold the City and its officers and employees harmless from claims made by itself and third parties for damages sustained or costs incurred resulting from plat approval and development. The Developer shall indemnify the City and its officers and employees for all costs. damages, or expenses which the Cit may pay or incur in consequence of such claims. including attorneys' fees. GC D. In addition to the administrative fee, the Developer shall reimburse the Cit) for costs incurred in the enforcement of this Contract, including engineering and attomeys' fees. E. The Developer shall pay in full all bills submitted to it be the Cite for obligations incurred under this Contract within thin (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 ma}not have sold, until the bills are paid in full. Bills not paid within thirc (30) da} s 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, se\ser availability charges ("SAC"). Cite Hater connection charges. City seller 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 Cite. H. The developer shall pay the Cit}' a fee established b}' City Council resolution. to reimburse the Cit' for the cost of updating the Ciq's base maps. GIS data base tiles, and converting the plat and record drawings into an electronic format. Record drawings must be submitted %kithin four months of final acceptance of public utilities. All digital information submitted to the Cit}' 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 Cite may, at its option, perform the work and the Developer shall promptly reimburse the Cite for an} expense incurred by the Cit}. 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 Cit} to act. and it shall not be necessary for the Cite to seek a Court order for permission to enter the land. When the Cit} does any such work, the City mac, 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 temporary job 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 thin) (30) days following the acceptance of the public improvements unless otherwise approved by the Cit) 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 Cite GC -6 0 0 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. Buildin¢ 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 paries 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. Rem. 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 Developers request the City Manager will issue a Certificate of Compliance. Prior to the issuance of such a certificate, individual lot owners may make as written request for a certificate applicable to an individual lot allowing a minimum of ten (10) days for processing. 1. Insurance. Developer shall take out and maintain until six (6) months after the City has accepted the public improvements, public liability and property damage insurance covering personal injury, including death, and claims for property damage which may arise out of Developer's work or the work of its subcontractors or by one directly or indirectly employed by any of them. Limits for bodily injury and death shall be not less than $500,000 for one person and $1,000,000 for each occurrence; limits for property damage shall be not less than $500,000 for each occurrence; or a combination single limit policy of $1,000,000 or more. The City shall be named as an additional insured on the policy, and the Developer shall file with the City a certificate evidencing coverage prior to the City signing the plat. The certificate shall provide that the City must be given ten (10) days advance written notice of the cancellation of the insurance. The certificate may not contain any disclaimer for failure to give the required notice. J. Remedies. Each right, power or remedy herein conferred upon the City is cumulative and in addition to every other right, power or remedy, expressed or implied, now or hereafter arising, available to City, at law or in equity, or under any other agreement, and each and every right, power and remedy herein set forth or otherwise so existing may be exercised from time GC -7 to time as often and in such order as ma}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 De%elopei 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. ma} 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 S 500.00 Second violation S 1.000.00 Third R subsequent violations All site development and construction must cease for seven (7) calendar daNs 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 penal[}' for violation of construction hours shall also apply to violation of the provisions in this paragraph. ti. Access. All access to the plat prior to the Cit' accepting the roadway improvements shall be the responsibility of the Developer regardless if the Cit' 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 Cit'. Warning signs shall be placed by the Developer when hazards develop in streets to pre%ent the public from traveling on same and directing attention to detours. If streets become impassable. the Cit}' ma}' 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 Cit} plow snow on the streets prior to final acceptance of the streets. The Cit 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 Cit 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 s" ales) 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 Cit concerning the cleaning and GC -8 maintenance of the storm sewer system. The Developers 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. Twent% percent (2010) 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 '_-%ear maintenance period. Q. Soil Treatment Systems. If soil treatment systems are required, the Developer shall clearIN identif} 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. Comi)liance 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 Stales Army Corps of Engineers: 4. Watershed District(s): 5. Metropolitan Government, its agencies, departments and commissions. T. Proof of Title. Upon request. the Developer shall famish the Cite with evidence satisfacton to the Cite 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 -5 0 A'. Haul Routes. The Developer. the must submit proposed haul routes for the import construction equipment or construction debris, or an - approved by the City Engineer U Developer's contractors or subcontractors or export of soil, construction material, other purpose. All haul routes must be X. De\"elopment Signs. The Developer shall post a six foot by eight foot development sign in accordance with Cite 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. developers telephone number and designated contact person. allowed construction hours. Y. Construction Plans. Upon final plat approval, the developer shall provide the Cinwith 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 supple the Cit, 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. (j) 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 .dxf 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. 7. As -Built Lot Surveys. An as -built lot suney 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 b}' a Registered Land Sun eyor. Sod and the bituminous driveNays must be installed before the as -built sun ey is completed. If the weather conditions at the time of the as -built are not conducive to paring the driyewa} and`or installing sod, a temporan Certificate of Occupanc} ma} be issued and the as -built escro%v withheld until all work is complete. Re% IiI(k� GC -10 V • • CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA FINDINGS OF FACT AND RECOMMENDATION IN RE: Application of Luis Berrospid — Planning Case No. 2019-13, Berrospid Addition. Request for Subdivision Approval creating three lots and right-of-way for public streets with a Variance for the use of a flag lot and private street located at 7406 Frontier Trail. On October 20, 2020, the Chanhassen Planning Commission met at its regularly scheduled meeting to consider the application of Luis Berrospid 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 Single -Family Residential District, RSF. 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. SUBDIVISION FINDINGS a. The proposed subdivision is consistent with the zoning ordinance and meets all of the requirements of the "RSF" Single -Family Residential 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 stormwater 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; SCANNED W 0 • g. The proposed subdivision is not premature. A subdivision is premature if any of the following exists: 1) Lack of adequate stormwater drainage. 2) Lack of adequate roads. 3) Lack of adequate sanitary sewer systems. 4) Lack of adequate off-site public improvements or support systems. 5. VARIANCE FINDINGS WITH A SUBDIVISION a. The hardship is not a mere inconvenience by providing reasonable access to three properties 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 trees; a public street is not necessary to provide access to adjacent properties; 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 subdivision regulations, the zoning ordinance and Comprehensive Plan since it will reduce potentially significant impacts on the site. 6. The planning report #2019-13 dated October 20, 2020, prepared by Robert Generous, et al, is incorporated herein. The Planning Commission recommends that the City Council approve the proposed Preliminary Plat approval for two lots and public right-of-way with a Variance for the use of a flag lot and private street for a single-family detached subdivision. ADOPTED by the Chanhassen Planning Commission this 2e day of October, 2020. CHANHASSE PLAANNNING CCOMMISSION BY: Steven Weick, Chai an 0 Exhibit A Lot 19, Auditor's Subdivision No. 2, Carver County, Minnesota, except that part described as follows: Commencing at the most Southerly comer of said Lot 19, thence North along the West line of said lot 340 feet, thence Easterly deflecting at an angle of 90° 10' to the right from said last described course, a distance of 272.8 feet; thence Northeasterly deflecting to the left at an angle of 27°44' from said last described course, a distance of 309.6 feet to a point in the Northeasterly line of said Lot 19; thence Southeasterly along the Northeasterly line of said Lot 19 a distance of 162.21 feet more or less, to the Southeasterly or most Easterly comer of said lot, thence Westerly and Southwesterly along the Southerly line of Lot 19 to the point of beginning. gAplant2019 planning cases\19-137406 frontier trail sub and var\_reSubmittal 9-I8-204iindings of fact recommendationdocx U Generous, Bob From: Bender, George Sent: Tuesday, October 20, 2020 6:07 PM To: Aanenson, Kate; Generous, Bob Subject: RE: Sewer line tie in for 7406 expansion. Attachments: Grading Plan from 7406 Frontier Site Development Plans.pdf; Utility Plan from 7406 Frontier Site Development Plans.pdf I think the answers to the questions below are as follows: 1) 75' from the existing downstream manhole which is on the east side of Frontier Trail in front of the two mailboxes. 2) No. There are natural drainage patterns coming from on top of the hill (backyards between Cimarron Cir and Del Rio Dr) that shed water on to 7406 Frontier. The grading around the existing residence on the west end of 7406 Frontier will remain unchanged. As the water comes down the slope to the area where the new private street ends it will be channeled to the curb on the south side of the private street if it drains on to the street. If it drains within the drainage and utility easement it will remain unchanged because no new grading is proposed on 7404 Frontier Trail as part of the project. I've attached the respective plan sheets that help show the responses. C George Bender, PE Assistant City Engineer CITY OF CHANHASSEN PH. 952.227.1164 FX. 952.227.1110 www.ci.c anhassen.mn.us From: Aanenson, Kate <kaanenson@ci.chanhassen.mn.us> Sent: Tuesday, October 20, 2020 5:50 PM To: Bender, George <GBender@ci.chanhassen.mn.us> Cc: Generous, Bob <bgenerous@ci.chanhassen.mn.us> Subject: FW: Sewer line tie in for 7406 expansion. From: joel nybeck <0oelnvbeck9[@hotmail.com> Sent: Tuesday, October 20, 2020 5:38 PM To: Public Comments - Plan Commission <pccommentsCdci.chanhassen.mn.us> Subject: Sewer line tie in for 7406 expansion. 1. How far from the street would the new sewer line tie into the current sewer line that runs along 7404 frontier trail. Is there then another manhole and cover at this tie in?? Joel Nybeck 7404 frontier trail 612.270.7878 2. Has the water creek that haalmost every rain between 7406 and 74*een addressed to avoid any further damage and perhaps make it go away completely. Sent from my Xperia by Sony smartphone 0 • Generous, Bob From: Aanenson, Kate Sent: Tuesday, October 20, 2020 5:50 PM To: Bender, George Cc: Generous, Bob Subject: FW: Sewer line tie in for 7406 expansion. From: joel nybeck <joelnybeck9@hotmail.com> Sent: Tuesday, October 20, 2020 5:38 PM To: Public Comments - Plan Commission<pccomments@ci.chanhassen.mn.us> Subject: Sewer line tie in for 7406 expansion. 1. How far from the street would the new sewer line tie into the current sewer line that runs along 7404 frontier trail. Is there then another manhole and cover at this tie in?? Joel Nybeck 7404 frontier trail 612.270.7878 2. Has the water creek that happens almost every rain between 7406 and 7404 been addressed to avoid any further damage and perhaps make it go away completely. Sent from my Xperia by Sony smartphone 0 • Generous, Bob From: Generous, Bob Sent: Thursday, October 8, 2020 10:01 AM To: Mike Placko Subject: RE: 7406 Frontier Trail Variance Good morning Mike. I have tried to answer your questions below. The staff report will be available next week for your review. If you have additional questions or need more information, please contact me. -----Original Message ----- From: Mike Placko <mikeplacko@netscape.net> Sent: Wednesday, October 7, 2020 6:33 PM To: Generous, Bob <bgenerous@ci.chanhassen.mn.us> Subject: 7406 Frontier Trail Variance Hello Bob, I received a notification of hearing fora proposed variance to divide a lot at 7406 Frontier Trail. I was reviewing the plans as well as city code and have some questions and concerns. I'll admit I may not understand everything given in the written proposal. According to the city code, a varia�_ce requires 4 things including a "hardship' to exist. I'm failing to understand what is the hardship that is occurring in this case? Is it simply that the lot cannot be divided into 3 without the private drive? Response: The lot could be divided into three lots with a public street, but a public street would create even more site grading and hard cover than the use of a private street. The variance is to permit the private street, not for three lots. Private streets serving up to four lots may be permitted in residential developments with a density of less than four units per acre if the criteria in variance section 18-22 are met and upon consideration of the following: (1) The prevailing development pattern makes it unfeasible or inappropriate to construct a public street. In making this determination, the city may consider the location of existing property lines and homes, local or geographic conditions and the existence of wetlands. (2) After reviewing the surrounding area, it is concluded that an extension of the public street system is not required to serve other parcels in the area, improve access, or to provide a street system consistent with the comprehensive plan. (3) The use of a private street will permit enhanced protection of the city's natural resources, including wetlands and protected areas. The subdivision variance findings are: The city council may grant a variance from the regulations contained in this chapter as part of the plat approval process following a finding that all of the following conditions exist: (1) The hardship is not a mere inconvenience; (2) The hardship is caused by the particular physical surroundings, shape or topographical conditions of the land; (3) The condition or conditions upon which the request is based are unique and not generally applicable to other property; (4) 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. We believe that the development meets these standards. 65 1 According to the final plat information, this proposal is going to result in cutting down at least 70 mature trees on the current property. Is that correct? There has been a fair amount of subdivision in this area recently andclear cutting of these particular woods for home sites. City code mentions that the city will protect these areas in good faith but this proposal seems to lack any protections. There is an abundance of 60s -70s era homes in Chanhassen ready for updates that don't include losing wooded areas. Response: I counted 65 trees in their list. Our city forester is reviewing tree removal for the staff report. City code encourages tree preservation, but recognizes that development inherently requires the removal of trees and provides target preservation percentages of existing trees. If these targets are not maintained, then the developer will need to replace the trees as specified by city code. Almost a half of the site is being graded to accommodate the private street, house sites and storm water improvements being required by the Riley Purgatory Bluff Creek Watershed District (RPBCWD). There are a number of drainage concerns with the proposal that appear to have been met to the cities minimum requirements. Is that correct? I am somewhat taken aback by the amount of non -permeable surfaces being allowed in this proposal. I would think at the very least a semi -permeable driveway and private street should be required. Response: The developer is being required to provide a storm water conveyance and treatment system on site as required by RPBCWD. We have tried to minimize the hard cover through the use of a private street. Individual lots will be limited to 25 percent coverage. Additionally, I have requested that our water resources staff evaluate the off-site storm water which is directed across this property. The lack of turn around space for fir s does not appear to meet the current minimum requirements according to city code which requires a culdesac or Y based turn around. Is that correct? Response: A hammer head turn -around is acceptable to the fire marshal. This plan is also going to severely limit the current wildlife corridor in place from my neighborhood on Del Rio Dr and Lotus Lake. We currently enjoy many wildlife passing through our woods which is connected by way of the other properties to these woods. White tail deer in particular frequently travel through this land and have been reproducing successfully within these woods. Response: Chanhassen is an emerging suburban community. The city has attempted to provide extensive environmental areas throughout the city. However, property owners have the right to use their property as provided by the zoning ordinance. Traffic and n Frontier Trail have been a major safety concern for walkers and bikers with vehicles frequently blocking more than 50% of the roadway for days at a time. This road lacks sidewalks or trails forcing citizens to share the road. This plan would add to the congestion. Response: Frontier Trail is a public street that provides access to all properties that abut it. The development contract will limit the hours of operation for the construction companies. I understand this proposal was withdrawn before, is the reason for the withdrawal public record? Response: The project was withdrawn before because RPBCWD was requiring storm water improvements for a two lot subdivision, which were not financially feasible for only one new lot. Thanks, Mike 0 • CITY OF CHANHASSEN AFFIDAVIT OF MAILING NOTICE STATE OF MINNESOTA) ( ss. COUNTY OF CARVER ) I, Kim T. Meuwissen, being first duly sworn, on oath deposes that she is and was on October 8, 2020, the duly qualified and acting Deputy Clerk of the City of Chanhassen, Minnesota; that on said date she caused to be mailed a copy of the attached notice of a Public Hearing to consider a request for subdivision approval to create three lots (Berrospid Addition) with a variance for the use of a private street. Zoned Single -Family Residential (RSF), Planning Case No. 2019-13 (Resubmittal 9-18-20) 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. T. Meuwissen, D uta Elerk Subscribed and sworn.to before me this�l - day ofQ C+P 2020. (Seal) Notary PublicJEAN M STECKLINCs ��Y Public-Minnesac: My Qq,Np, Jen SQaNNEED This map is neither a legally recorded map nor a survey and is not intended to be used as one. This map is a compilation of records, information and data located in various city, county, state and federal offices and other sources regarding the area shown, and is to be used for reference purposes only. The City tices not warrant that the Geographic Information System (GIS) Data used to prepare this map are error free, and the City does not represent that the GIS Data can be used for navigational, tracking or any other purpose requiring exacting measurement of distance or direction or precision in the depiction of geographic features. The preceding disclaimer is provided pursuant to Minnesota Statutes §466 03, Subd. 21 (2000), and the user of this map acknowledges that the City shall not be liable for any damages, and expressly waives all claims. and agrees to defend, indemnity, and hold hamdess the City from any and all claims brought by User, its employees or agents, or third parties which arse out of the users access or use of data provided. Disclaimer This map is neither a legally recorded map nor a survey and is not intended to be used as one. This map is a compilation of records, information and data located in various city, county, state and federal offices and other sources regarding the area shown, and is to be used for reference purposes only. The City tices not warrant that the Geographic Information System (GIS) Data used to prepare this map are error free, and the City tices not represent that the GIS Data can be used for navigational, tracking or any other purpose requiring exacting measurement of distance or direction or precision in the depiction of geographic features. The preceding disclaimer is provided pursuant to Minnesota Statutes §466.03, Subd- 21 (2000), and the user of this map acknowledges that the City shall not be liable for any damages, and expressly waives all claims, and agrees to defend, indemnify, and hold harmless the City from any and all claims brought by User, its employees or agents, or third parties which arse out of the users access or use of data provided. P ((TAX NAME)) ((TAX -ADD -Ll)) ((TAX -ADD -L2)) ((Next Record))((TAX_NAME» ((TAX -ADD -Ll)) ((TAX -ADD -L2» Notice of Public Hearing Chanhassen Planning Commission Meeting Date & Time: Tuesday, October 20, 2020 at 7:00 p. M. This hearing may not ' start until later in the evening, depending on the order of the agenda. Location: City Hall Council Chambers, 7700 Market Blvd. To consider a request for subdivision (preliminary plat) Proposal: approval to create three lots with a variance for the use of a Proposal: private street. Zoned Single -Family Residential District RSF, Applicant: Luis Berros id Property 7406 Frontier Trail Location: A location map Is on the reverse side of this notice. The purpose of this public hearing is to inform you about the applicant's request and to obtain input from the neighborhood about this project. During the meeting, the Chair will lead the What Happens public hearing through the following steps: 1. Staff will give an overview of the proposed project. at the Meeting: 2. The applicant will present plans on the project. 3. Comments are received from the public. 4. Public hearing is closed and the Commission discusses the ro'ect. If you want to see the plans before the meeting, please visit the city's proposed developments web page at: www.ci.chanhassen.mn.us/2019-13 (Resubmittal 9-18- 20). If you wish to talk to someone about this project, please contact Bob Generous by email at Questions & beenerous(ci.chanhassen.mn.us or by phone at 952 -227 - Comments: 1131. If you choose to submit written comments, please send one copy to staff in advance of the meeting. Staff will provide copies to the Commission. The staff report for this item will be available online on the project web site listed above the Thursday prior to the Planning Commission meeting. NEWT Sign up to receive email and/or text notifications when meeting agendas, packets, minutes and videos are uploaded to the city's website. Go to www.ci.chanhassen.mn.us/notifyme to sign up! Cky Review Procedure: • Subdivisions, Planned Unit Developments, Site Pian Reviews. Conditional and Interim Uses, Welland Alterations, Rezonings, Comprehensive Plan Amendments and Cade 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. Al Me Planning Commission meeting, staff will give a verbal overview of the report and a recommendation. The item will W opened for the public to speak about the proposal as apart of the hearing process. The Commissron 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. Razonings, land use antl 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 one City Council meeting. • A neighborhood spokespersonlrepresentalive is encouraged to provide a contact for the city. Often developers are encouraged to meet with the neighborhood regarding their proposal. Staff is also available to review the project with any interested person(e). • Because the Planning Commission holds the public hearing, the City Council does not. Minutes are taken antl any correspondence regarding the application will be included in the report to the City Council. k you wish to have something to be included In the re q please contact the Planning Stall person named on the notification. Notice of Public Hearing Chanhassen Planning Commission Meeting Date & Time: Tuesday, October 20, 2020 at 7:00 p. M. This hearing may not ' start until later in the evening,depending on the order of the agenda, Location: City Hall Council Chambers, 7700 Market Blvd. To consider a request for subdivision (preliminary plat) approval to create three lots with a variance for the use of a Proposal: private street. Zoned Single -Family Residential District RSF. Applicant: Luis Berros id Property 7406 Frontier Trail Location: A location map is on the reverse side of this notice. The purpose of this public hearing is to inform you about the applicant's request and to obtain input from the neighborhood about this project. During the meeting, the Chair will lead the • What Happens W Wthe public hearing through the following steps: 1. Staff will give an overview of the proposed project. at Meeting: 2. The applicant will present plans on the project. 3. Comments are received from the public. 4. Public hearing is closed and the Commission discusses the ro'ect. If you want to see the plans before the meeting, please visit the city's proposed developments web page at: www.ci.chanhassen.mn.us/2019-13 (Resubmittal 9-18- 20). If you wish to talk to someone about this project, please contact Bob Generous by email at Questions & baenerousicii6chanhassen.mmus or by phone at 952 -227 - Comments: 1131. If you choose to submit written comments, please send one copy to staff in advance of the meeting. Staff will provide copies to the Commission. The staff report for this item will be available online on the project web site listed above the Thursday prior to the Planning Commission meeting. NEWT Sign up to receive email and/or text notifications when meeting agendas, packets, minutes and videos are uploaded to the city's website. Go to www.ci.chanhassen.mn.us/notifyme to sign up! City Review Procedure: • Subdivisions, Planned Unit Developments. Site Pian Reviews, Conditional and Interim Uses. Welland Alterations, Razonings, 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 praty is invited to attend the meeting. • Staff prepares a report on the subject application that includes all pertinent information and a recommenWation. 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 ba 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, affioo or modify wholly or partly the Planning Commission's recommendation. Razonings, land use and code amendments lake a simple majority vote of the City Council except rezomi and land use amendments from residential to commerciagindusbial. • 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 promise should check with the Planning Department regarding its status and scheduling for the City Council meeting. • A neighborhood spokespersonlrepresentative is encouraged to provide a contact for the city. Often developed; are encouraged to meet with the neighborhood regarding their proposal. Staff is also available to review the project with any interested persone). • Because the Planning Commission holds the public hearing, the City Council does not. Minutes are taken and any correspondence regarding the application will ba included in the nation to the City Council. 11you wish to have something to be included in the mpod, lease contact the Planning Staff person named on the notification. TAX -NAME TAX -ADD -Ll TAX -ADD -L2 SITEADD PIN GEORGE J & DIANNE H PRIEDITIS TRUST 13733 COTTAGE DR GRAND HAVEN, MI 49417 7401 FRONTIER TRL 250800140 SUNDEEP KARNIK 1530 S STATE ST APT 18C CHICAGO, IL 60605 7510 FRONTIER TRL 253890020 ELIZABETH BRACK 200 FRONTIER CT CHANHASSEN, MN 55317 200 FRONTIER CT 252450050 FRONTIER TRAIL ASSN 201 FRONTIER CT CHANHASSEN, MN 55317-9728 250800150 COLONY POINT HOMEOWNERS ASSN 201 FRONTIER CT CHANHASSEN, MN 55317-9728 252450070 WILLIAM & IVY KIRKVOLD 201 FRONTIER CT CHANHASSEN, MN 55317-9728 201 FRONTIER CT 252450040 ANDREW 1 ARMSTRONG 220 FRONTIER CIR CHANHASSEN, MN 55317 220 FRONTIER CT 250800041 SUSAN C HOFF 221 FRONTIER CT CHANHASSEN, MN 55317-9728 221 FRONTIER CT 252450030 TIMOTHY J REMINGTON 381 DEL RIO DR CHANHASSEN, MN 55317-9774 381 DEL RIO DR 254430020 ERIN TANSEY 386 DEL RIO DR CHANHASSEN, MN 55317 386 DEL RIO DR 254430030 BRIAN R LANDE 391 DEL RIO DR CHANHASSEN, MN 55317-9774 391 DEL RIO DR 254430010 LARRY & JUDITH ANDERSON 400 CIMARRON CIR CHANHASSEN, MN 55317-9776 400 CIMARRON CIR 258810220 HENRY MARK & ANN C WEIS 400 DEL RIO DR CHANHASSEN, MN 55317-7902 400 DEL RIO DR 258810400 PATRICIA AJOHNSON 400 HIGHLAND DR CHANHASSEN, MN 55317-9790 400 HIGHLAND DR 258200180 JAMES M & DENISE A VANASTEN 401 CIMARRON CIR CHANHASSEN, MN 55317-9776 401 CIMARRON CIR 258810250 BONNIE JEAN NELSON 401 HIGHLAND DR CHANHASSEN, MN 55317 401 HIGHLAND DR 258200290 CHRISTOPHER R OLSON 402 CIMARRON CIR CHANHASSEN, MN 55317-9776 402 CIMARRON CIR 258810210 CAROL HARMER 402 HIGHLAND DR CHANHASSEN, MN 55317-9790 402 HIGHLAND DR 258200190 DALE I & M LAMPA 403 CIMARRON CIR CHANHASSEN, MN 55317-9776 403 CIMARRON CIR 258810260 MICHAEL R PLACKO 403 DEL RIO DR CHANHASSEN, MN 55317 403 DEL RIO DR 258810500 LADANG MENG & DARY HAK 403 HIGHLAND DR CHANHASSEN, MN 55317-9790 403 HIGHLAND DR 258810120 DAVID B SMITH 404 CIMARRON CIR CHANHASSEN, MN 55317-9776 404 CIMARRON CIR 258810200 JUDINE 1 REINHARDT 404 DEL RIO DR CHANHASSEN, MN 55317-7902 404 DEL RIO DR 258810380 ANDREW R HANEY 404 HIGHLAND DR CHANHASSEN, MN 55317-5325 404 HIGHLAND DR 258200200 RICHARD & PATRICIA A WRASE 405 CIMARRON CIR CHANHASSEN, MN 55317-9776 405 CIMARRON CIR 258810270 JOSEPH SHINE 405 DEL RIO DR CHANHASSEN, MN 55317-9777 405 DEL RIO DR 258810490 COREY & HEATHER M KOHNEN 405 HIGHLAND DR CHANHASSEN, MN 55317-9790 405 HIGHLAND DR 258810130 BARBARA A EDESKUTY 406 CIMARRON CIR CHANHASSEN, MN 55317-9776 406 CIMARRON CIR 258810190 ERIC MEIER 406 DEL RIO DR CHANHASSEN, MN 55317-7902 406 DEL RIO DR 258810370 DAVID G & KRISTI L HANS 406 SANTA FE CIR CHANHASSEN, MN 55317-9786 406 SANTA FE CIR 258800100 DAVID & LORENA MESEDAHL 407 CIMARRON CIR CHANHASSEN, MN 55317-9776 407 CIMARRON CIR 258810280 PAUL T & SUSAN J HOLOVNIA 407 DEL RIO DR CHANHASSEN, MN 55317-9777 407 DEL RIO DR 258810480 BRIAN J & JULIE A TEIGLAND REV TRUST 407 HIGHLAND DR CHANHASSEN, MN 55317-9790 407 HIGHLAND DR 258810140 DEANNA LTHOMPSON 408 CIMARRON CIR CHANHASSEN, MN 55317 408 CIMARRON CIR 258810180 • • ANDREW M DAVISON 408 DEL RIO DR CHANHASSEN, MN 55317-7902 408 DEL RIO DR 258810360 MARK D PATTERSON 408 SANTA FE CIR CHANHASSEN, MN 55317 408 SANTA FE CIR 258800090 QUINN J MCLAIN 409 CIMARRON CIR CHANHASSEN, MN 55317-9776 409 CIMARRON CIR 258810290 WAYNE G & SHARON L SKOBLIK 409 DEL RIO DR CHANHASSEN, MN 55317-9777 409 DEL RIO DR 258810470 THE MARJORIE JEANNE NASH LIVING TRUST 409 HIGHLAND DR CHANHASSEN, MN 55317-9790 409 HIGHLAND DR 258810150 GEORGE & LEAH LUCAS 410 CIMARRON CIR CHANHASSEN, MN 55317-9776 410 CIMARRON CIR 258810170 BRANDON EDGETT 410 DEL RIO DR CHANHASSEN, MN 55317 410 DEL RIO DR 258810350 KENNETH FRANK 411 CIMARRON CIR CHANHASSEN, MN 55317-9776 411 CIMARRON CIR 258810300 VICTOR A & SUSAN M HALLBERG 411 DEL RIO DR CHANHASSEN, MN 55317-9777 411 DEL RIO DR 258810460 & BRANDY ANFANG 413 CIMARRON CIR CHANHASSEN, MN 55317-9776 413 CIMARRON CIR 258810310 •JACOB JAMES A JR & DAWN R KOLENO 418 SANTA FE CIR CHANHASSEN, MN 55317-9792 418 SANTA FE CIR 258800040 JENNIFER MADDEN FINKELSTEIN 420 DEL RIO DR CHANHASSEN, MN 55317 402 DEL RIO DR 258810390 MARK W WETTERGREN 42238 371ST AVE SAINT PETER, MN 56082-4005 401 DEL RIO DR 258810510 STEVEN A & CAROL K DONEN 7341 FRONTIER TRL CHANHASSEN, MN 55317-9796 7341 FRONTIER TRL 258200020 ROBERT H & SALLY S HORSTMAN 7343 FRONTIER TRL CHANHASSEN, MN 55317-9796 7343 FRONTIER TRL 250800320 RUSS V & SONJA A RASCHKE 7402 FRONTIER TRL CHANHASSEN, MN 55317-9737 7402 FRONTIER TRL 258810230 JOEL A NYBECK 7404 FRONTIER TRL CHANHASSEN, MN 55317-9737 7404 FRONTIER TRL 258810240 JEFFREY STEPHENS 7405 FRONTIER TRL CHANHASSEN, MN 55317-9722 7405 FRONTIER TRL 250800110 LUIS BERROSPID 7406 FRONTIER TRL CHANHASSEN, MN 55317 7406 FRONTIER TRL 250800300 KEVIN & LISA ATKINSON 7407 FRONTIER TRL CHANHASSEN, MN 55317-9722 7407 FRONTIER TRL 250800100 STEPHEN NATHAN BARTHOLOMEW 7409 FRONTIER TRL CHANHASSEN, MN 55317 7409 FRONTIER TRL 250800090 MARK A HEDGE 7411 FRONTIER TRL CHANHASSEN, MN 55317-9722 7411 FRONTIER TRL 250800080 ROGER & MARJORIE L KARJALAHTI 7413 FRONTIER TRL CHANHASSEN, MN 55317-9722 7413 FRONTIER TRL 250800070 •DENNIS 0 & MICHELE M KOPFMANN 7415 FRONTIER TRL CHANHASSEN, MN 55317-9722 7415 FRONTIER TRL 250800060 KARI JEAN ROMPORTL 7417 FRONTIER TRL CHANHASSEN, MN 55317-9722 7417 FRONTIER TRL 250800050 EVERLASTING AGAPE LLC 7423 FRONTIER TR CHANHASSEN, MN 55317-9724 7423 FRONTIER TRL 252450010 MIKE EWASIUK 7425 FRONTIER TRL CHANHASSEN, MN 55317-9724 7425 FRONTIER TRL 252450020 TAE WON HWANG 7460 FRONTIER TRL CHANHASSEN, MN 55317-9737 7460 FRONTIER TRL 254440050 LEROY A KRUEGER 7470 FRONTIER TRL CHANHASSEN, MN 55317 7470 FRONTIER TRL 254440040 BRIAN H KASBOHM 7480 FRONTIER TRL CHANHASSEN, MN 55317-9737 7480 FRONTIER TRL 254440060 MARK B DAVIDSON 7500 FRONTIER TRL CHANHASSEN, MN 55317-9610 7500 FRONTIER TRL 254440070 JON A & ELIZABETH NYLAND 7550 GREAT PLAINS BLVD CHANHASSEN, MN 55317-9680 7550 GREAT PLAINS BLVD 253890010 CODY FLEISCHFRESSER 7551 GREAT PLAINS BLVD CHANHASSEN, MN 55317-9681 7551 GREAT PLAINS BLVD 252920010 THOMAS V & NANCY G MANARIN 7552 GREAT PLAINS BLVD CHANHASSEN, MN 55317-9680 7552 GREAT PLAINS BLVD 250800270 KEVIN WESTBROCK 9112 EDGEWOOD CIR SHAKOPEE, MN 55379 7403 FRONTIER TRL 250800130 TED H DE LANCEY THOMAS P & DIANE K LENTZ PO BOX 24 PO BOX 693 CHANHASSEN, MN 55317-0024 7505 FRONTIER TRL 252820030 CHANHASSEN, MN 55317-0693 404 SANTA FE CIR 258800110 • 0 • Affidavit of Publication Southwest News Media RATE INFORMATION Lowest classified rate paid by commercial users for comparable space.._ $31.20 per column inch Maximum rate allowed by law for the above matter ................................. $31.20 per column inch Rate actually charged for the above matter ............................................... $14.03 per column inch State of Minnesota) )SS. CITYOF CHANHASSEN County of Carver ) CARVER & RENNEPIN COUNTIES NOTICE OF PUBLIC HEARING PLANNING CASE NO. 2018-13 Laurie A. Hartmann, being duly sworn, on oath says that she is the General Manager the news - NOTICE IS HEREBY GIVEN papers known as the Chaska Herald and the Chanhassen Villager and has full knowledge of the that the Chanhassen Planning facts herein stated as follows: Commission will hold a public hearing on Tuesday, October 20, (A) These newspapers have complied with the requirements constituting qualification as a legal 2020 at 7:00 P.m. in the Council newspaper, as provided by Minnesota Statute 331A.02, 331A.07, and other applicable laws, as Chambers in Chanhassen City amended. Hall, 7700 Market Blvd. The purpose of this hearing is to (B) The printed public notice that is attached to this Affidavit and identified as No.V 9 3L considera(prelimin�uea ubdivision ary plat)lat) approval to was published on the date or dates and in the newspaper stated in the attached Notice and said create three lots with a vari ance Notice is hereby incorporated as part of this Affidavit. Said notice was cut from the columns of for the use of a private street the newspaper specified. Printed below is a copy of the lower case alphabet from A to Z, both located at 7406 Frontier Trail. inclusive, and is hereby acknowledged as being the kind and size of type used in the composition Zoned Single -Family Residential and publication of the Notice: District (RSF). Applicant: Lots Berrospid. Plans showing the location abede"mklmnopgrstuvwxyz of the proposal are available for Public review on the city's web site at wwwci.chanhassen. Be mn.us/$Il&13 (Resubmittal 318- 20) or at City Hall during regular Laurie A. Hartmann business hours. All interested Persons are invited to attend this public hearing and express their Subscribed and sworn before me on opinions with respect to this Proposal. Bob Generous Senior PlannerG this -day ofLVi�, 2020 Email: bgenemusQa ci.chanhassen.mn.us Phone: 852-227-1131 JYMMEJEANNETfEBARK (Published in the Chanhassen NOTARY PUBLIC - MINNESOTA Villager on Thursday, October 8, 2020: No 4836) MY COMMISSION EXPIRES 0131123 No lic RATE INFORMATION Lowest classified rate paid by commercial users for comparable space.._ $31.20 per column inch Maximum rate allowed by law for the above matter ................................. $31.20 per column inch Rate actually charged for the above matter ............................................... $14.03 per column inch 0 • CITY OF CHANHASSEN CARVER & HENNEPIN COUNTIES NOTICE OF PUBLIC HEARING PLANNING CASE NO. 2019-13 NOTICE IS HEREBY GIVEN that the Chanhassen Planning Commission will hold a public hearing on Tuesday, October 20, 2020 at 7:00 p.m. in the Council Chambers in Chanhassen City Hall, 7700 Market Blvd. The purpose of this hearing is to consider a request for subdivision (preliminary plat) approval to create three lots with a variance for the use of a private street located at 7406 Frontier Trail. Zoned Single -Family Residential District (RSF). Applicant: Luis Berrospid. Plans showing the location of the proposal are available for public review on the city's web site at www.ci.chanhassen.mn.us/2019-13 (Resubmittal 9-18-20) 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. Bob Generous Senior Planner Email: beenerousaa,ci.chanhassen.mn.us Phone: 952-227-1131 (Publish in the Chanhassen Villager on October 8, 2020) SCINIA -® g.\planL019 planning cases\19-13 7406 fiontier trail sub and var\ resubrainal 9-1 g-20\ph mice to villager.docx COMMUNITY DEVELOPMENT D TMENT Planning Division — 7700 Market Boulevard Mailing Address — P.O. Box 147, Chanhassen, MN 55317 CITY OF CHMNSEN Phone: (952) 227-1130 / Fax: (952) 227-1110 AGENCY REVIEW REQUEST LAND DEVELOPMENT PROPOSAL Please review and respond no later than the review response deadline Agency Review Request Date: Agency Review Response Deadline: Date Application Filed: September 18, 2020 October 8, 2020 September 18, 2020 Contact: Contact Phone: Contact Email: Robert Generous, AICP 952-227-1131 bgenerous@ci.chanhassen.mn.us Planning Commission Date: City Council Date: 60 -Day Review Period Deadline: October 20, 2020 at 7:00 p.m. November 9, 2020 at 7:00 p.m. November 17, 2020 Application: Request for subdivision (Preliminary and Final Plat) approval to create three lots with a variance for the use of a private street at 7406 Frontier Trail. Planning Case: 2019-13 Web Page: Resubmittal 9-18-20 www.ci.chanhassen.mn.us/2019-13 In order for staff to provide a complete analysis of issues for Planning Commission and City Council review, we would appreciate your comments and recommendations concerning the impact of this proposal on traffic circulation, existing and proposed future utility services, storm water drainage, and the need for acquiring public lands or easements for park sites, street extensions or improvements, and utilities. Where specific needs or problems exist, we would like to have a written report to this effect from the agency concerned so that we can make a recommendation to the Planning Commission and City Council. Your cooperation and assistance is greatly appreciated. City Departments: Federal Agencies: Adjacent Cities: ❑ Attorney ❑ Army Corps of Engineers ❑ Chaska E Building Official ❑ US Fish & Wildlife ❑ Eden Prairie E Engineer ❑ Jackson Township E Fire Marshal Watershed Districts: ❑ Minnetonka E Forester ❑ Shorewood E Park Director ❑ Carver County WMO ❑ Victoria E Water Resources ❑ Lower MN River ❑ Law Enforcement ❑ Minnehaha Creek E Riley -Purgatory -Bluff Creek Adjacent Counties: Carver County Agencies: E] ❑ HennepinUtilities: Scott ❑ Community Development ❑ Engineer E Cable TV — Mediacom School Districts: ❑ Environmental Services ❑ Electric — Minnesota Valley ❑ Historical Society E Electric —Xcel Energy ❑ ❑ Eastern Carver County 112 Minnetonka 276 ❑ Parks ❑ Magellan Pipeline ❑ Soil & Water Conservation District ® Natural Gas — CenterPoint Energy ® Phone — CenturyLink Other Agencies: State Agencies: ❑ Hennepin County Regional Railroad ❑ Board of Water & Soil Resources El Authority M N Landscape Arboretum El Health ED Society El SouthWest Transit ED Natural Resources -Forestry El TC&W Railroad ❑ Natural Resources -Hydrology _ ❑ Pollution Control ❑ Transportation �ISRHS asoxa�s<nim ma 37diL O `ea W z 1 IIN qaH AZ 4? a � Bei IM b sawer _ NOI LIQQV� QIdSOXX,'4H aw �p�< V1Q� O= C) �w z (� Q 0 W W E -1 o z z O < O a W z qaH AZ �Z Z � O Cl1ao � Z m �yy Q W N qwo aw �p�< V1Q� O= C) �w z (� Q 0 W W E -1 o m H W !� M r � w s a)nrcae .�aan r ! ek Ar Hf-jil, 0 HZo-oQ,tmJ sr] r ebegr�v, :aw „�w,�x SWA3ASN33NAN3 / SL3NNVid �•` �asou�e �sing ROLL MOJM ZMS m 5 �3��g i b �s- • JJ •a saUle(' ^uI lll� xouiaav"MdMla.'4a t E6EE �b b i b �`a o t E6EE �b p�C 7 ;l b b t E6EE �b p�C 7 a Y -`Z Q - g. 0 � Y e s � Edo »w�elzn) are »mroelss) aoxe >o v... use g snx M �»..re mess n w'�u, esu iT' mdSOiIHw3H SIfYI SNOA �tlfl$ I Stl33NpN3 I S83NNYld mvrld JHIQVZiJ s 11111 i � �uI 111Ha sewer ° xo>isaav"aiasoxaae ¢ ####### p98ao� Y: k q�aa 3F at i 35l q v1•'� AAbk1i°ie` e Wane eet N u k 4 LJ i LLJm�,a ��g Q 1, I 1% I 1/ I I 1 I �x xi+�s+e mi .rs zr a ..w • ax aIdSOHPIIH S[[PI SbOA3A8f5 / Stl33NON3 / Sa3NNVld _ bma 'IOUROD Lmma3S $ NOISO HB .3uI II�H 'a save _ ..®..,nL�.� a 4 (' xo aav aiasoxxHe pp y., as t � a g :n B@ i € F�tlP=•°e y P °-_P @ 3Pgp3§s �s�4 €bz •FP • e •v_• g P n 3 f3 e Pa oe � ¢ 3 .P • $ .e � €' • ��Pie a• €° 9 `s g€' gg g• P ag9..[! � g 9 � 3 � $� n a§o syr< 5� sP� €� �i ge @ @g6 . .• s1Pgg @1 `pNWss$'pa € k a 4a as ev a e W g�Ag Sff . g 2€€$:aR8:Yta.dstlt$n?i!e.<Fs�'Y€s €o a.:^' Sa€- 4sx_- 5.os=tloeg."aes zo 8g N 5€ 'P? °$ NY 4uW s .aA6g`6.>I "s zF as• o�iggge• €baPeyg3a ['6 Ei $gi!�! �`€g ga4e.i$e�•banE; €�'g'gP �a'.P5•b�€ iP€i P�.€paB• SgPi gdri s�¢Fig 56 163 .$ aA85ggd if 1 ? a •3 P• p � 4 i i€ yg A pi>r g'; �g�p6gE P • • e a� 9I @F e3 M. 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II / S+I SCALE IN FEET STB` / 0 w BO 110 r E.°, �2j VICINITY MAP J L__1__ / DRAINAGE AND(MILTY UNUEASEMENTSEFING INDICATED, IONINFSSLINES, OTHERWISE / BEING ET IN WIDTLOTEINES, AND BEING 10 FEET IN WIDTH, DIXENWIY INDICTED, gDJOINIDM11NIHG RIGHT _yp5r 5pIMRLx CptlERK LOT,p DF WAY LINES. M SHOWN ON THE PLAT. ANN.'S PIWM MNO2 M ARI NGS ARE SASE° O N ME NORTHEASTERLY LINE OF LOT 19, AUDROR'SSUBMISION NO- 2 WXKH IS ASSUMED TO HAKA SEARING OFS 31'DT13- E. DENOTES FOUND 1/2 INCH IRON MONUMENT NOT TO SCALE 0 DENOTES SET 112 INCH 6Y 14 INCH IRON MONUMENT WITH GP MARKED R.L3. N0, 47UI PROPERTY DESCRIPTION CIS = h w E www= No.3, brver par; deL19bedaslfi5ubaiorram Sothirlycomr& mid Lo describNorth ed ws: a mostb; angle (Zj eEasmmnofsaitl allotdral Man angle line of et, Onaan eel Meme Easretlyeeof the West lrom N y or90'10'btnefet6om said left aesmEed [Dorsa,, distance oRTlBreep;ne�:r ofW'100To saidNltineso 2728 T N q NorneerterNnMkmngto Me leo at Df 27-4,1 from said les;dewihetl i int int saAb; 39: eaiueMnarly feet inslce Ali e E Lot 16or fne NorcM1eAttmastiretesed Lot19E4arse feet al z w moreaneo,totheong feet moreor too, to the SOpaxVfttH/m mast Easterly cornerothe Im; theme u1i11u c10 rve YOR SINGLE of westerly and somnwesnerly alonethe Southerly line or Lon 19 tO the palm of w I:gmning. Er Q 90E QNTER,w) fa SUE (STREET) REAR SO FEET 30 FEET CCa�o Q 7 ZDNING INFORMATION CURRENT ZONING SITE DATA TOT& STE AREA LOT AREA RIGHT OF WAY AREA RSF - SINGLE EMILY RESIDENTI& DISTRICT 202 AC. 1.96 AC. 0.06 AC. mpc F^Y �,1aa1TR LOT OAP ronnT 15SP, UN. WIDTH N. LOT AT SEISAtl 90S 90 FEET (1W FEET HEIX/F1LOT) MIN.. LOT DEPTH 125 FETT u1i11u c10 rve YOR SINGLE 'May Er Q 90E QNTER,w) fa SUE (STREET) REAR SO FEET 30 FEET Q 0- 0 U OU o agIr <Z w- C' m O J LLJ J - � a m su'i'KED BERROSPID ADDITION KNOW ALL PERSONS BVTHESE PRESENTS: That Luii Benosgd aha AGgal1. PNPRon 0¢nospb, azjdM tenants, nw ar sof the fglswin, described property: Lot 19, Audibar's Sulal No. 2, Carver Court , Minnesota, ea[ept that part described as follows'. CommendM at the most southerly corner of said Lot 19; thence North also, the West line of said sot 3¢O and. thence Easterly deflecting at an angle of Sl tothe right From sed brat demoted course, a distance of 272 8 Feet; thence Nuddraoterly de0edirM totho left N an angle N 2T44 from said last tlewibed course, a disbrc¢ o13O9,6f¢e1 t0 a point n the NptheaAedy lin¢ 01 said WI19; Southeasterly alongtt comertallyhoed n;t thence tliffime of162.22lettmoreor le ss, to the Sou the of or most Amm: ofbening. dlM;iM1en[e Wesiedy and Southwesterly abng the soMHerly tine q Int 19 m the point of be8inning. Have slued the same to be wrveyN and platted as BERROSPIO ADDINON and tlo III dedicate the antl for plsb,[ use ten public ways and the Maim rt a and k1" easements as oexed on this part- In at In witness whereof sink Luis Badosgd and Ablil 11. Peterson Berrospid, aslolnttenants, ludo hereunto so thorhoodythis eayoF ,20_ I By: B 1'--- oris BemOapie Abi,au 3. Petersen BeNowld STATE OF �,nnr, TION vvvvv �Ivv COUNTY OF Y This instrumem was adordedied boom me on_t.,& 20 ,by MINA GEANO 071bil YFASfMFNl3 Luis Berto ind and Abigail1. PRerspn BerrOspid. AM SHIC)i %HUS: County, Prinsat Name My cornci len expires I I COUNTYAUOOOR/TRFASUREA,CMVFR COUNTY, MINNESOTA 3+7 Memento de recalls post was p orunder m wnutsn ;Mat 'v \ mew[ city RgeOMtnnell a;trNbyme lamadsly Ucen LnM Surve Mlnneso(aahal lyia revall bound. l representation 0f [Iw ald S[aand boundarysurvey;that \ �� maiic survey; all mathematical tial beta and lab els are correctly l ovale on this MIs plat: Metall I - monuments plat ithinnoneton plathave been, or will beuteMlyset within one Ka r, thatallwater f•I!� 'J ndwelon[bis bouadaoes and fan dolmen ha Minnesota art Schad adam Mis as Of fen tate Shown DRAINAGE AND Urri EASEMENTS BEING dJas ow anda3, certificate ere snows aria khekdon mss qac aria ell Public warts are snows and brbektl on the plat, l pal. ar , _ 28 a ' as Marcus F. Hanplonc ucensM lead SUFgv. MinreSph ULau2 RRA4MI1 w �N N¢i d eV STATE O MINNESOTA z rix 0 _ COUNTY OFIs The fmtruna mwas adrlovera ed before Year on Mis delayed 22 — by Martus F. Hampton. Pdraed NKme My commission expires I actuary 31, CSFY COUNCIL, tSTY O OUNNASSFN, MINNESOTA This plat 0 BERRMPID ADDITION was appro ed and adapted by the Ory Cnmr➢gthe Old of Chanhasten, Mmnespu at ampler moullM thereof had Day day of ,20 and said plat is m compliance with Me prodeiowm ne of Nhnne$teretes. Solace 505.03, Subd. 2. By: ByMayorCkh M COUNTY 5U0.VEYCM, CARVER COUNTY, MMNFSDTA 1'--- Pursuamm Chapter 3%, MkrNwb laws of 1971. the plat Has been approved Mis ties of 20 . �,nnr, TION vvvvv �Ivv Man E. Proks, County Suryesres Y DEL RIO MINA GEANO 071bil YFASfMFNl3 EXOEP nnnUTlnnl AM SHIC)i %HUS: or I I I COUNTYAUOOOR/TRFASUREA,CMVFR COUNTY, MINNESOTA 3+7 I hereby rerlify tons payable In antl poor ye an Have been said for lath mumbed on the plat. I Dated Mis daycf ,20 I I Dada Fdmm,em, Tnun4'wdrcprrtrwurer I - DRAINAGE AND Urri EASEMENTS BEING COUNTY RECORDER, CARVO COUNTY, MINNESOA 5 FEET IN WIDTH, UNUESS OTHERWISE INDICATED, ADJOINING LOT LINES, AND I hereby certify that this plat of BERROSPID ADDITION was filed this day of BEING 10 FEET IN WIDTH. UMESS 2.—to o'nod . M, as Documela Number OTHERWISE INDICATED, A INING RIGHT O WAY UNES,M SHOWN ON THE PIAT. Rearm Lewis. County Recall n 582°12'47-E —56.1• ------------------- J 589°4456 W 272.60 "- V' ba .abVirl v \ � 1 �A \ 0 Y 90 I / / Ir�V% VICINITY NAP I / / / -MIST SgI111ERLY Coll Cr LOI la. rodua 5 A.4NN9M N0. 2 •Jti;b NNE-E—D I n I{ r- 1'--- / �,nnr, TION vvvvv �Ivv Y DEL RIO 1212 i 116 0., i) EXOEP nnnUTlnnl I r,vv17I\Jly — —I DRIVE ba .abVirl v \ � 1 �A \ 0 Y 90 I / / Ir�V% VICINITY NAP I / / / -MIST SgI111ERLY Coll Cr LOI la. rodua 5 A.4NN9M N0. 2 •Jti;b NNE-E—D l \3 I Ro T afabb LY CDN[R LE IDT aUOTCRO yNMN No. 2 1 N SCALE IN FEET 0 AO N 120 BEARINGS ARE 00.5ED ON THE NORTHEASTERLY UNE OF LOT 19'AUDITOR S SUODIVISION NO, 2 WHICH 6 ASSUMED TO HAVE A BEARING O S 31-OT13- E. 0 DENOTES FOUND IR INCH IRON MONUMENT all ad SCALF 0 DENOTHSET 1/2 INCH BY le INCH IRON MONUMENT WITH CAP MARKED R.LS. NO. e7UI R. ba'<SEL. 1212 i 116 0., i) l \3 I Ro T afabb LY CDN[R LE IDT aUOTCRO yNMN No. 2 1 N SCALE IN FEET 0 AO N 120 BEARINGS ARE 00.5ED ON THE NORTHEASTERLY UNE OF LOT 19'AUDITOR S SUODIVISION NO, 2 WHICH 6 ASSUMED TO HAVE A BEARING O S 31-OT13- E. 0 DENOTES FOUND IR INCH IRON MONUMENT all ad SCALF 0 DENOTHSET 1/2 INCH BY le INCH IRON MONUMENT WITH CAP MARKED R.LS. NO. e7UI R. f 9uDIr F,L r RFDIREWNT R DATA ro MK LOT AREA 15'Di SS. uw. LOT WOTI AT $EIBAO( iW (I DO IFFY NEC1(/FLOT) uw. LOT D 125 LOT) EP1H 2s FEET uwln.. ttm. SOE( 10 FEET sm (S TERiOM 10 {TET REAR(STR¢T) w FEET REAR 3p IFFY LOCATION MAP SCALE: 1'=1600' DRAINAGE AND UTILITY EASEMENTS ARE SNO I` IIA/S —LJILJ— BONG 5 FEET IN "i AND ADJOINING SIDE LOT UNES AND 10 FEET IN W10TH ADJOINING STREET LINES AND REAR LOT UNES, UNLESS OTHERWISE INDICATED ON THE PLAT. BENCHMARK /i TOP NUT HYDRANT EAST OF PROPERTY ON EAST SIDE OF RENTER TRAIL EUV -930.78 92 TOP NUT HYDRANT SOUTH OF PROPERTY ON DEL RIO DRIVE CUL-DE-SAC EXV-981.89 RROSPID ADDITION CHANHASSEN, MINNESOTA SITE DEVELOPMENT PLANS FOR LUIS BERROSPID 7406 FRONTIER TRAIL, CHANHASSEN, MINNESOTA PHONE: (763)-280-0528 \ h\ \ h\ / On - 1.04 / / FRONTIER TRAIL / / 101 i \ CIMARRON CIRCLL �x /-� o 1 ERGN ITER TRA,L PRO -ECT COORDINATES I N '7 W BY 93' 31 31' 18' DEL RIO \r DRIVE + / — eFM1ORNI9R R \ PROJECT CONTACTS PROJECT ENGINEER: DEVELOPER: CITY ENGINEER: NPOES OFFICER: GENERAL CONTRACTOR REPRESENTATVE: (0 386 DEL i80 DRIVE 1 9 my EXISTING WATERMAN m EXISTING SANITARY SEWER 10 ® ENSRNG STORM SEWER Y2 V ROE EXISTING LIGHT POLE m [DUSTING TELEPHONE PEDESTAL ® EXISTNG TV PEDESTAL EMSTING CURB k GUTTER EXISTING FENCE EXISTING RETAINING WALL rY�1 O CASTING TREEDNE/TREES O EXISTING ASPHALT O EXISTING CONCRETE O Nim =N cc=g W A� Z Z 3 v \V E INDEX a « K - - TITLE SHEET 1. SITE INFORMATION 1.11 GRADING PLAN 2.0 UTILITY PLAN 3.0 *(n CONSTRUCTOR DETAILS 4.0-4.2 TREE PRESERVATION PLAN 5.0 N 7 60 Y Y FRONTIER MAIL 170 FRONTIER TRAM � ' 1 1 RICX OSBERG, P.E. - JAMES R. HILI, INC. LUIS BERROSPID JASON WEDEL BRIAN GREEN TBD LEGEND T I EXISTING WATERMAN m EXISTING SANITARY SEWER 10 ® ENSRNG STORM SEWER Y2 FASTING OVERHEAD POWER UNE ROE EXISTING LIGHT POLE m [DUSTING TELEPHONE PEDESTAL ® EXISTNG TV PEDESTAL EMSTING CURB k GUTTER EXISTING FENCE EXISTING RETAINING WALL rY�1 O CASTING TREEDNE/TREES O EXISTING ASPHALT O EXISTING CONCRETE O EXISTING GRAVEL T I PROPOSED WATERMAN 9 - PROPOSED SANITARY SEVER 10 ® <--E PROPOSED STORM SEWER PROPOSED CURB t GUTTER PROPOSED CONCRETE PROPOSED ASPHALT SURFACE N RNwWYlhr9� r�811MlbpMK (952)-890-601 (0) (763)-280-0528 (0) (952)-227-1169 (0) (507)-M-2610 (0)SAAt11YN::V 0 SCALE IN FET 150 1 Inch = 50 feet �2YYeX% - ALEGEND 1 P POND AREA T 11," �c IJA f los DRAINAGE AREA W4A w DRAINAGE SUMMARY mss w (IS) PROPOSED r (71-) 2 -YEAR (2.877 3.27 CFS 2.87 CFS 10 -YEAR (4.277 6.24 CF8 6.24 CFS 100-Y (7.41') 12.22 CFS 11,85 CFS 10 DAY SNOW -MELT 0.38 CFS 0 38 CFS I � , is \\ ° yA �P I 1 / 1 1 ALEGEND 1 P POND AREA T 11," �c IJA f los DRAINAGE AREA W4A w DRAINAGE SUMMARY mss w (IS) PROPOSED r (71-) 2 -YEAR (2.877 3.27 CFS 2.87 CFS 10 -YEAR (4.277 6.24 CF8 6.24 CFS 100-Y (7.41') 12.22 CFS 11,85 CFS 10 DAY SNOW -MELT 0.38 CFS 0 38 CFS VOLUME REDUCTION REQUIREMENT TOTAL PROPOSED IMPERMOUS — 18.318 SF 0.55. OVER IMPERWOUS AREA (RESTRICTED SITE) = 0.55'/12' PER FT x 18.318 SF = 840 CF VOLUME PROMOED BELOW WT (INEILTRATION) = 414 CF N SCALE IN FEET 0 6D 0 160 1 ind = 60 feet O 8 F-1 O q Z. AW OSP4X n=w O arn a W S R1 r. i \ 1 ,� NI RTIL M�BM PRIMMOUS CURB PW VAXSWIBNM / �O \iBETK AR EIEEI��Rh N/ FRONTIER ER TRAIL 18101E TIB T :/ Bp' iC Q /f�f �7! / / R \ I4Dt / �/• \ CMARI ON ORCLE / new I/ `I DEL RIO DRIVE B DETAIL 'A' ]• - IDBcn1a . m l' -..T Y111 QLxCKlE 5 M.'tACGTC BASE, COl[ PU91[p S�GIE AwBo\m su3w.x , DEL RIO DRIVE \ � LlN9A\ I FRONTIER MAIL J a \\ 6EYdD � ' \ � O O&rano QUA \ \ " 7480 /� \ \ \ FRONTIER TRAIL / 4 1 � / I I I / N C811 M k4m you ay. SCALE N FEET D 80 1 FFl1 = 00 fast LEGEND FLOOD STORAGE SUMMARY CV! SBM RpMMi -IDT 6 Ml W11r1 RpM1VIAM - 11T 6 PRIG: IN STwuz whDTY - . 1w a z 0 n E_ i til Q 3 dna a= z FE7 a. = q 0 F IX H F aaF W � W � ' DRAWN BY ' JSO E REVISIONS CAD FILE 23520G PROJECT NO. 2.0 EXISTING WATERMAIN$E ® E%I STING SANITARY VER EXISTING STORM SEWER w w EXISTING OVERHEAD POWER UNE EXISTING UGHT POLE m EXISTING TELEPHONE PEDESTAL ® EXISTING TV PEDESTAL ..::......: ...:.:::::...... ....._. EXISTING CURB 3: GUTTER ' EXISTING FENCE EXISTING RETAINING WALL EXISTING CONTOUR Y\ O EXISTING TREEUNE/TREES O EXISTING ASPHALT O EXISTING CONCRETE O EXSTNG GRAVEL PROPOSED STORM SEWER PROPOSED CURB 8 GUTTER PROPOSED RETAINING WALL 1002 PROPOSED CONTOUR SBF 6) SOL BORING LOCATION aEMERGENCY OVERFLOW PROPOSED CONCRETE O PROPOSED BITUMINOUS PROPOSED SPOT ELEVATION 1G C CUR9 TC 6-GITICA 05-UGBO W, 946.50 x UP LBW PGNT 1 -MGI KINT BY W_7W Fl RE -T A CS -TV 9A914 CA PROPOSED SILT FENCE i i PROPOSED WIMCO/INLET PROTECTION Li -POST STORM SEWER CONSTRUCTION PROPOSED BARED END PROTECTION -POST STORM SEWER CONSTRUCTION FLOOD STORAGE SUMMARY CV! SBM RpMMi -IDT 6 Ml W11r1 RpM1VIAM - 11T 6 PRIG: IN STwuz whDTY - . 1w a z 0 n E_ i til Q 3 dna a= z FE7 a. = q 0 F IX H F aaF W � W � ' DRAWN BY ' JSO E REVISIONS CAD FILE 23520G PROJECT NO. 2.0 DISTURBED AREA = 0.85 AC C LEGEND rI EXISTING WATERMAIN ^> P ® _ EX STING SANITARY SEWER EXISTNG STORM SEWER EIE t2 ^� EXISTING OVERHEAD POWER UNE EXISTING EIGHT POLE \ m EXISTING TELEPHONE PEDESTAL N ® EXISTING N PEDESTAL W ti _ \ EXISTING CURB t GUTTER EXISTING FENCE 1PR� Z \ �\ EXISTING RETAINING WALL C5 EXISTING CONTOUR W EXISTING WET -ANO N e iyy� EXISTING TREEUNEMEES X. EXISTING ASRIALT E W MISTING CONCRETE Cc Z EXISTING GRAVEL•001) CL_ GUTTER EL R PROPOSED STORM SEINER �RB I�q 1�W� / ` \ 7002 PROPOSED CUU 6 ' 4 PROPOSED CONTOUR o0comwa[D P[Rxws Aunt / T �� V PROPOSED SILE#S FENCE PROPOSED Au PROSED gSTURBANCE UMIIS SNul HAKE KMPOS' uoIX➢ SaL / .. ffE NOT v FM pEiu¢ � -. \ ST STORM -ft♦ A LJ SEWER CONSTRUCTION /MNDOT TYPE 3 DITCH CHECK J -� �%•� �r�_ ,I �. A I ♦ PRPOSSTT STORM SEWER CONSTRUCTION x�r�cm w awnrnm Eaa T lur BEAEXWCOEEIr INTI .01 S311 49 SOIL BORING LOCATION=fiF 51 EMERGENCY OVERFLOW PEE § \ _ Y PROPOSED CONCRETE �. • _. _ - ' 1 \ ® OCONSIRUCTION ENTRANCE 4 E $ L •� � _ _ _ _ _ _ _ _ - _ - "� -, V - - �T _ \ PROPOSED R0 ON CONTROL BLANKET PE- $.PP• � e DE -COMPACT PERVIOUSAREA TO \ GREATEST EXTENT PRACTCACABIE PERMANENT NRF REINFORCEMENT MAT ` EROSION CONTROL NOTES FAL/�L/y/ \ / I•a W '�,, .. L .�'� \\1 �O \ > \\ 1 AwAn�Wvw A. aalA Fu55fLs EUAASBAN ..2..m .,io \ t TE MANY. EXTENT Po AND $Cl COCIIIp(5 OUST BE NIOIECIFD NCI_MDNC / _ .. � �f� � \ Y� - 2. q�1FN1KMiM� aYNATK 15:1 m INE OWAIESi E%RTIT POSSBI£ 171jCBON S.W 0' 111E N , ANC ,' ORAImN. N¢upxC MASMIU6 CWJRBB. m MNNYSZE lAA ry OF orsmN® AREA Ai ANY ONE ll ' \ A\ A. ACdTKNN- xFA9FEG ANN As xNW WLC MIL : NU O EN FRACMES As —T - soEam MY nE oalMcr MIST BE USE) . smEz OF 11 Mw) W STEEPER ro /' . I / /50- _ _ _ ,, j• J ` _ :=►=G - . \ �j PNoxoE AOEaATE nrauAl //f'q , I ` { \b 4 s Hl zTGY1MR8-YAN/.mOR FN3N6 MKT H PROffCIED INTI ER.S.: AND 4➢IIExT CCx1R0. BIVS \ O. .IAL ATE —U— YEA41185 Mini sPEOFY -Al AT LEAST Ax INCHES OF _ _iP9L OR o,,AMC AT1ER IE S,R,O AND NLO RED Ym M VOETL.G I / / \ �� \ / ]ASD _ N O1 O.NN1' f WM 9TE iRFATMIIT WEAE\Q la'A}L 11/5 ®1 IBYOKD. FRpITER TRAIL I.u-vEEtEV=9F9�5 / \ T. WIS�LWAAwiA. CNFYGLLS N1fiA. MY SUNTAN W.ABn MKY \ FRO/JT r -, I \ fl ..BON Bl W.I EOII T. smWRN6MEa YAERAMEAND PHWNi A}l 1I—BON FAONES AAE N — WRING —`ION -I-Es. OE$! - M - / / / / FPAE B MUST BE CFRYEO OTO HE`hNT 4 T ANC OT ER YATRA . FLT�Tp FROM \ \ `\\ \ \\ _ _ EXIWIG M MACTW5j MFAEUm Es MUST NBE EIICAVAIED m I rn« S E, M TNM O1ME QMTi.I1NG E Wn TBRANAR AAEA HAS KM `` \\ \\ \\\ \\ \\ \ \\ \I I \\ / FE�1 N�EX�mA1oI F M15lT�MMo\m M A AERATE. ." 10ANWS %w <Tw OF 'NE I.Tf 902 m NNwE A BOL-uw,m. nrNLv Pa+.s SURFAO. MSds BCIM AN ..PRALME 51 MSE LWti>E➢ iO A NrvN. I I ( r \ LFVM OF IM MENDS PRN. m NB1. ICN W PLANING. \ \ I ]4]01 I — ROWER TRA)[/ 1 9. .LLL 1FlPO1MY EROSION ND S.CMQ(T Cd1R0. AF. MUST BE xA NiuxEC WTL ' \\ \\ ` \ \ 1 / CCWPILTW OF ONs1R11CTW NO Y£(ETAI K ESTABLIA SL .IOIRY TO \ \ \ \ \ / / / I I I / 1 ENAA2 STAM)m OI THE ATE. M OERTBYEO BY TE 31 IPo T. 03/05/19 In AU W.PWMY OAOAW NO $BOT, LOITRa BIP, YVSIAREMOKO U. E nsFO arK Alm PBBxars wW REV190N5 \I\\ \\\ t \ \ \\ \ 1 1 I I I I y Em A B A ,ROC m AN NIPILTW vF COxsTMI., MKT BE BEGDIPAC c WIN Mr ns m 1 ,B , A BOE Nllv.tVbl TFSIMB MFSA.E OF tfSS TxAC LMB MLWASCUO OR PaAms rcR wuAAE Mar W ,NF vPLER r2 nMXEs a salt WpyIA BW A. N A.T ff 0NN 3% BEIM DRII[ \ \ \ \ -\ 1 \ \ \ I\ \ I 1 1 THE 1.1 12 PW OF B O}ITIEIEB CR 01 pVEmS PER pIAC Fmi M THE IWPFR 12 EOPS OF BOL TOT N/WI+�Y �W REM WWAA�/•BM �/�TNE ` \ \` \\ TYEE MUST NL fAATAl SEpENTCWIBOLWALMERIANO SaL OSNRBFO YWa�W DEL RIO DRIVE L \ \ 1 s,I861ZA,01 WFAAEEs EERY BAY BEW(K PERfa1YED W ,HF A,E Axa AT >l ® \ I t£ABT W l Wh Lum-OBNRBMG A AT .$ CEAAD. 1HFREM TE& Tf PERMITTEE xM PERPERM T ESE RE4WABE WS AT LF.VS1 W IILY UNTIL _ '2EETAMW COMER K ESTABIHfrO. TE PFOIRIEE'NL Yuxiux A LBc OF "VIB,, WCQ 1W$ EECTW fW WSPFCIIOl 81 INE DBTYCT W IEpIESI. ML M. AREAS YUsr BE s1ABElIIB MTW ) CAI➢NM .1 AFTER � L.VOBKIIMBEM NO4t XAS RJP(N/.ILLY FR PONWAIII 6.AYD W A IR(PFRIY 11UT GRANS m .W WPMRET NONE O IA BAl3 AUI MCLU (MEW ro NONE caNSKNnION) AIAu FETLOE R1EAY snaRATmx WAm Alm w.EaBlc a ML ps1W® ARES CAD FILE \ 23520ERC / SCALE IN FEET I I, Au. Auxvzcl.Plxc j B EImmBED AR NOE�arISOF BTCTOxNdTx D WBOB OR . 0 w GO 90 IA PROJECT NO. 23520 2.1 11 \ \ \ \------------- \ \ IE 4B / r a,Y •ma• rEYmaL r Bry o-wli i �rg / 7404 SNE FRONTIER TRAIL / PLA F / ai WNITAW YA ,r aE (\/ ill fM1fIlN' MD M ( N< Wim4PF eyLL• / /4 401 / \ CIYARRON CRCLE / i d E6TNL a v r ax \ f \\ I B6TML M w A= /,mmm lfaA \\ \\ /T 7606 FRONTIER TRAIL\� 1 I 3 M I D I / I 366 DEL RIO GAVE - i DEL RIO DRIVE d m / NOR A�4 loaf WAIN WADI N -r !n uffl W/ aLw.r I lfal \ \ zs c Ln .Io 9 TAP IX NRB Sim HEaR\tn p59PAi(A/Slf•FR (DAIIA®) RE 927.N IV MY 0.00 NE Ir - YI• Ir "au00 W Rm W 0A ` Tf• AY mw SB MY 0IIN \ y \a \ \ IatFAOp1110 MLIMMW SYSTEM (SEE XTAA) a RDaf m BO 1r - TV mavm1FD HOVE SPAM, XFwwm 0 PC \ to 1F - r CPE T NNNs ,1 91WD 1MQ1O1 PIP NAP WALL �.�Y Orme fl0 NV AL13 Pro, \A\ pie � : :'::: •:•'\ \ �F \\ 9\ i 3 1 \t`. / `�� PRE9Ff Sxrt•w=Y4Ww¢ 7460 \ FRONTIER TRAIL /\ onwaFr MiR7470 ` — FRONTIER TRAIL I I PRmFAT' 1111E A AIN lFAffUI ENT CMAff SICE 5' SOEwA1A SERVICE LEGEND F VW BOX FIEVAIMH pe STm ( STATWMG IATCHHG fApl MEANEST 5c u� d§ TRE.W SANTARv UPT § NYS T I SEANCE IX�[NT L E Tpl AT IDN m SEANfE it EIICMM51FfET 9CE Y s`$F3€e s OUTLET STRUCTURE DETAIL (CRMH-101) WT TD SONE N SCALE IN FEET I B = JO feet / Rrnum`Ally, YWiNa I N` -n 1AE_UAY z O 0 H u E Q IN Ag 0 Qii C7•I �Hi AWy1sWa O F F W � DATE ■ REVISIONS ■ FILE PROJECT NO. 23520 3.0 c Ln LEGEND r R EXISTING AN �> NG SANITARYNITARYSEWER EXISTIS EXISTING STORMSEWER VI ..- 21; �• EXISTING OWRH OVERHEAD POWER UNE T EXISTING UGIfT POLE i m EXISTITELENG TELEPHONE PEDESTAL N n B EXISTING TV PEDESTAL EXISTING CURB III, GUTTER Z H ' EXISTING FENCE EXISTING RETAINING WALL t3 O EXISTING ASPHALT N ,A W S EXISTING CONCRETEcu O EXISTING GRAVEL X EOlf z m 1 1 PROPOSED WATERYAIN /W•W� cc Q Of PROPOSED SANITARY SEWER NONNI) 2 ------------------ PROPOSED WATER SEANCE 1' COPPER TYPE -K PROPOSED SANITARY SERNCE 6' PVC SD PROPOSED STORY SEWER CUR PROPOSED CURB t GUTTER PROPOSED CONCRETE PROPOSED B11U,NOUS wT NIIIWR MY 0IIN \ y \a \ \ IatFAOp1110 MLIMMW SYSTEM (SEE XTAA) a RDaf m BO 1r - TV mavm1FD HOVE SPAM, XFwwm 0 PC \ to 1F - r CPE T NNNs ,1 91WD 1MQ1O1 PIP NAP WALL �.�Y Orme fl0 NV AL13 Pro, \A\ pie � : :'::: •:•'\ \ �F \\ 9\ i 3 1 \t`. / `�� PRE9Ff Sxrt•w=Y4Ww¢ 7460 \ FRONTIER TRAIL /\ onwaFr MiR7470 ` — FRONTIER TRAIL I I PRmFAT' 1111E A AIN lFAffUI ENT CMAff SICE 5' SOEwA1A SERVICE LEGEND F VW BOX FIEVAIMH pe STm ( STATWMG IATCHHG fApl MEANEST 5c u� d§ TRE.W SANTARv UPT § NYS T I SEANCE IX�[NT L E Tpl AT IDN m SEANfE it EIICMM51FfET 9CE Y s`$F3€e s OUTLET STRUCTURE DETAIL (CRMH-101) WT TD SONE N SCALE IN FEET I B = JO feet / Rrnum`Ally, YWiNa I N` -n 1AE_UAY z O 0 H u E Q IN Ag 0 Qii C7•I �Hi AWy1sWa O F F W � DATE ■ REVISIONS ■ FILE PROJECT NO. 23520 3.0 NOTES 1. Sweets o1 pyY a' Wl4.n aw"Asy m d"wmeeboune �. 2. O'mYlYm CI.C2,CJ YYW LoIpq pn l0 metra b�le 0 ewq to u large z Dknwwim AI.A].AJ MwM ' pe ore brge m paeeNe iUwL MlMerim9 .iq Y q4 e. B = 5' YnYnum. BUTTRESS DIMENSIONS PDE n, BEND W BEND 90 BLTID S&0E Bt 9 6 B 9 9 fi 1'-5' T-5' t' -Y P-5' 2'-T Y -r B' T-5" V-5' Y-1' Y-6 Y-6' Y-0• ISE P-IIY 1' -tor' J' -P Y-0' 4'-9' Y-6• IB' 3-' Y-0' S -m• S-0' 6'-r r-6' XI• Y-6' B'-4" !-0• 2P r-.' I S-0• Ie' -1a' J'-1 9'-W S -P 16' 6 12 29 65 5 11 27 63 5 11 26 61 s'-0" 5. PIcorumn to & sine, M.Mn c 6. M benne @ Ml'sigf My ae reN�lgnea T"wA41 Nvx Veinta = sura ♦-Swndee M-• A PLAN BY BENDS PLAN 45' SENDS WYY S. 6 -Sr.w4 CONCRETE SNALL BE 1N CONTACT NTN TOS QUADRANT OF PIPE mopes sEcnax A -A PLAIN 2z 1/z FENDS CONCRETE THRUST 4�Ii99� BLOCKING ENGINEERtNG DEPARTMENT ATE b- 1002 MINIMUM FEET OF RESTRAINED PIPE REQUIRED ON EACH SIDE OF BEND FOR DUCTILE IRON PIPE INCREASE MINIMUM LENGTHS BY THE FOlLOW1NG AMOUNTS IF PIPE IS WRAPPED IN PCLYETHYLENE 50% INCREASE ON ALL DEAD ENDS - 20R INCREASE ON ALL BENDS. sl�anriPpe one alatbnary rob n )D' S 6C CP@R Opg1 PL@IN 1' T'. 'W Copper 1'21' CorpOalbs Cock ffbOEAB BOB SANTLS AS SID FBO RS AS 90 ing YL5 q pp mm ' 3• Nliak @ 32 SV I 4' 2 3 1 8 182 3 B 18 1 3 8 17 NOTE, 1. De not plug ma or curb Step. 2 Add 6' el pee to curb atop. 12 26 2 5 11 25 2 4 11 25 Shan be one cononw+s piece 0f piDng.sPlces *111 not be parnAted 4 Corporation cock to be or the Quick compression trod as stated n section 8' 3 6 115 J&fj 3 1 6 15 33 3 6 14 32 S All taps require ax of efoinless at" Saddles on an mn.mo 6. Soeales Mal be Smlfh Bak 371-372 m appoe.'1 bead as pr Sect -- 12' 4 9 22 SO 4 9 21 48 4 8 20 45 offff TYPICAL 16' 6 12 29 65 5 11 27 63 5 11 26 61 1�� Rolm 21Y 7 15 35 80 7 14 M 7J 6 13 32 75 REUSED: 10-T6 ENGINEERING DEPARTMENT PIAIE N0.:1001_ wc¢ am 24N 8 17 41 95 8 116 40 92 8 16 38 89 30 10 21 50 11710 20 48 113 8 19 45 109 Mtae to 3/e' Deo. 36' 12 24 59 138 i1 23 57 133 11 22 54 129 26• 2Br" Vol. Bon b pe eel to peME. 12' at a6Hetmnt 4Y 13 28 67159 13 127'651153112 1 261621148 �Y'Ste-6eY xe �H302fi1 48' 15 31 75 179 14 130 172 1173114 129 169 1197 TIME TABLE WAS BF.FLOPEO FROM CRITERIA IOQRiem N WE 1BY! EDITION M "1X21$1 RESTRAINT OE9CN FOR WORE NEW { . AS PNRISHED BY THE -CINE IRON PIPE RESEARCH ASSOCIATION (OFR/.} THE TABLE ASSUMES CON -GRAN SOL AND TYPE LARNC 004131 NS REFER TO DORA FOR MINIMUM LENGTHS IF OF)TAENT SOL OR LATNG ME ENCOUNTERED. ,CONDITIONS 1" "( RESTRAINED PIPE "l C 11®910 REQUIREMENT FOR DIP m 11ENGINEERING DEPARTMENT 'Lon opo_ 1011 ummsma,mmmii�m 'I HYDRANTS SHALL BE CLOW MEDALLION (SHOWN) OR MUELLER SUPER CFNNRIpN ALL HYDRANTS MUST BE PRE -APPROVED BY THE CITY �on TSiv« WNaiw2ST... .4ii lea tr Mrt R ac.N, T.FaSese Or YIApING INIme m OM d barrelsBs NAQR Pow mVrwr N®m Pur NR em Belli M aasd..um F if 1N s. N6 r Sr a son .maAme)sRnAs sawn ew nor scow zpa $ a N ueM 1 MAM BAa.51 AN winBiveLiS m SMD To, WTNAJTT T . Nldtgxrl M6 g 2. 1/3 ExY V TM IE YNYE lf£ T /3,f.s oss g3 w AWBRB a uRu rrna' zm moarz WARM Rnn1R 14 w1 z mx11 — Be u Ton NTwz .Emm¢ATNN Mum J ALL'MNTD.w ANALts 1iss, bNRSX To TOOau lAIB ergbnmTCNw A5 rop T ."re O zno m m[ YATN s. S NL .YM3 SMALL IF NS . W .-UCS uI.L�ANTmNSNAM. Au nTprNT so Its. MR11V<AVS, wwWF A NOT row) as xTM 1 ]. w TAN , . wN RAsx roP w sec To S our Ufff YwwM_ TYPICAL HYDRANT INSTALLATION INSTALLATION ENGINEERING DEPARTMENT Purz NN.: 1 BPF G R NAgMUL r• I uEmt TEE Po5T5 NSTµIID Esau xvmT ro S A1WVE FN1 EA (RIDE NCP 6" P.VNIEO oYD@M ON TEE pasts i WYE PLVG4TD EID _ IS 4s DEgLLE aDND y 6' PVC SCR -26 PPE ux. ACPE ye PFR POJT LI — PIPE uwmgR 1/z E gAUETFR INa (2%77 /2) SANILLTIRY $CHER W x' MAx NO`E!k 1. $lpi YpD NL FNIi (xM GAssET I1) 2 NFY SWTMfY SEllF1t 4RN[E IS tYli AQYkIpAe(p YY A MIpN SNNQ iF TE $AIN 1Rp101. NSiALL A XEAVY YETAL 1FE W55 iIRV Mgti TO J' ABS fYL9®BL REQUIRED AND PAM RT 6 rp PdSi MSTANONi 4YM MAIN TO I "OngagT REOUEIFD q! PRIVATE PfICF4RlY 6 a15iAHCE fngl SEMI TO X(AI¢ IX®5 BO R£T. 4. APIPEPIPEE (31 RE eEWED ON (RINM RIMI JING plop z -F) dt WASE F1L1FA G (MOF TYPICAL SANITARY SEWER SERVICE ( LESS THAN 16' DEEP) es NEL:am ENGINEERING DEPARTMENT nIA1E xo. 2001 Street PL .rrlrlt variable Eae� es DOYarxNe 6' Med fmM aenotklcurb urb amt. lop 6" pointed We. // sl�anriPpe one alatbnary rob n Wooer SMNice 1' T'. 'W Copper 1'21' CorpOalbs Cock Vs a brick support mm ' 3• Nliak @ 32 SV I Water Moin NOTE, 1. De not plug ma or curb Step. 2 Add 6' el pee to curb atop. Cgtall 3. The copper Ae between the betthemon and rb ba. Shan be one cononw+s piece 0f piDng.sPlces *111 not be parnAted 4 Corporation cock to be or the Quick compression trod as stated n section 2.11 of the watennain specifications. S All taps require ax of efoinless at" Saddles on an mn.mo 6. Soeales Mal be Smlfh Bak 371-372 m appoe.'1 bead as pr Sect -- 114 of me eotrrnew Sun,-ficatioss, offff TYPICAL 1�� Rolm SERVICE REUSED: 10-T6 ENGINEERING DEPARTMENT PIAIE N0.:1001_ wc¢ am a.. ww e�°w-I,Iu2111111 Pa.M. W q.. a onlay s pwMr(� saw xI®1 s..w me aaw�� m. Nene. Mar Ai ' e -v e... m...r. -.tau, .. a �•1a .asp r . ., ... •.. r�1w-w .w N1/2H / SECTCN VIEW wmr r ma 1e. a..1 . a10 v M bad w1w, b�+YlgJ9n eI. nim 1f. XatE -re 1..eNre s •w+ msq.a myw. nlarvla 3 NM.+m wu' NyrW gNyy ap yyp• mMa�.lo-m 1 M Mow0 MMD• mwnl -awwe rem.. - Aur w a eepaq min u e W N r e1 w nasal arrOF STANDARD fPlpp��pppp��Npp1DPFRI SANITARY WNIDN3W MANHOLE �Mpba 1 - ENGINEERING DEPARTMENTT;7¢ 2101 6" CONCRETE 1F.W.Tr .. a. B �(@pffp ( TYPICAL GATE VALVE 1 AND BOX INSTALLATION ENGINEERING DEPMRMENT cuss a 1006 CASTING @LID AS PER ATES (2110 @ 2111) W MELD EYMPNAL AALS AT BARREL AND CGNE SECTION JONTS ON SANITARY APPLICATIONS ON APPROVED EWK AS REQUIRED BY THE ENONEER. xOTfc, I. CAS TCP NE SEAL TO 1' ABOVE TOP OF RINGS. CASING 'MASTIC* yD,T REST ON SEAL 2, NOTPLACET 'MASTIC• W TOP fB CONE BECTON AND BENEATH AN I J. AOJUSroTIBE USED MENNT RINNGSVNEN MERE ME NO RING$ OR MORE IHM 18' 6 E�1,R I 18 Il BARRIER REvlsa c -Is ENGINEERING DEPARTMENT I o TE 2109 nt xNc¢ mEm m Zs E_^o �a;fr $kEfryaaw� ke�_3Se ` z< o F o; AoQ a.pr=z a pA�gcEi Wz soRE so O �5 W z a I U 0 ]a�5'..LL mw ruM. Ise,No. fi850 Muni- Na N-10061 top w1 .mw man. B@pYSon-Gap Ne, 8-5160 Provide Mal Sown R@vs Ta Mtnn 01 m. SWmw goo, 1m 01 me pMm[e qan Zell. m LSP Mut 01 aw me surface ro Gmlr mm e. Grose Mtae to 3/e' Deo. Tye Na. 6-60 26• 2Br" Vol. Bon b pe eel to peME. 12' at a6Hetmnt �Y'Ste-6eY xe �H302fi1 Na IiC6U ILi Mudlp Ne_ N-1035) TI BEpYSte'LYoix 0-5000 iter Na SB Na W t.' 19• Uta velYe Bea. avev I19e. 3 plett, s 1(.• YwO. once Na. W 24" G nor. r-fi e.tmWN. Nu6,w Na Y 14' l6 raw. base No. SB 20" Bites-Ste-6oi.No. 5] B Gds Vo!.e Adont- 1/f 195221 Na 56 s1W Mm I.Iwl- EJ'68A� M.Na 59 M" Cocure /2' Rumor M23 Na. 60 26" Sed— Gowel Gate Vow Ard rbb vohe Aawter. uueln No clew. w BPLySb-Gw No, YB516 WW516 Be'BO Eq Ayerorea was Reebwnt WMge Vdw fmlamn9 10 AMARA Ute mM B. b nopp.l pr .1 ST— S piety N Y1N ST—. 5[w Wb BOTTOM, wcfin 2100 ww6a @BMs aM r m m mm.. CWrM1N we 6" CONCRETE 1F.W.Tr .. a. B �(@pffp ( TYPICAL GATE VALVE 1 AND BOX INSTALLATION ENGINEERING DEPMRMENT cuss a 1006 CASTING @LID AS PER ATES (2110 @ 2111) W MELD EYMPNAL AALS AT BARREL AND CGNE SECTION JONTS ON SANITARY APPLICATIONS ON APPROVED EWK AS REQUIRED BY THE ENONEER. xOTfc, I. CAS TCP NE SEAL TO 1' ABOVE TOP OF RINGS. CASING 'MASTIC* yD,T REST ON SEAL 2, NOTPLACET 'MASTIC• W TOP fB CONE BECTON AND BENEATH AN I J. AOJUSroTIBE USED MENNT RINNGSVNEN MERE ME NO RING$ OR MORE IHM 18' 6 E�1,R I 18 Il BARRIER REvlsa c -Is ENGINEERING DEPARTMENT I o TE 2109 nt xNc¢ mEm m Zs E_^o �a;fr $kEfryaaw� ke�_3Se ` z< o F o; AoQ a.pr=z a pA�gcEi Wz soRE so O �5 W z a I U 0 I/ �2' BT. HEAR We BM/RR woom Ot �2- OT 9Ag MNITMY 9iNUCTFES CITY SE CETAL ON 4N. 2-YAOL ROOM MNL J AOJ. PINGS 6' ThIm CORCRETE 2Y IXItiAR NOTE 2 -PIECE COVER RIMA WIGS ME NOT A 01141). 9T. VUR cOUR E AO1 OEwL 4MNgE GAS1N0 k ED S4µ1 abEs L0,.N. BA4 ORmom R/JIIfACNRF3 SENINI NOPE. EPP OR BEIREEM ERARE Ny RINGS MEU CONCRETE 1f1.V5TMG RINGS Ne IM ER REWRNL ON 6' MTNic KK [d�R SMITMT SSMER RES Ul6, Y 2r SEE CETM. ON 9T. MY ON BIpER Call Apy OETAL MRS 1. PREG [pgEl[ ApA51N/' RINGS SNDL SE MEMO E1H 1/4- RI 1/2' YOtTM z NOPE AM EM A0.VSIEG REQS 9 E NSTANED w1H YAMIFACitrtQS SFAIINT OR APgN1EO EWN, ] µ1 N `E SH. N011F NEe RSCS Mal CASTING TO EOE C MCO SNVISEE NET POORTIED TO M 115E➢ IN AMSTNG RU E�OGS f MANHOLE CASTING AND ADJUSTING DETAIL �aysm+o-r ENGINEERING DEPARTMENT Mrz w 2110 t14 xNa a fp1E: 1- Y O01a t9•em) 2-NGMeMb w>a a a le. Rain Ee f X47-- D:.Ma f f1e. PLAN ralmea� [ostF9 �1e �..flon w f it montaoe 24-1 M' fi' trait m�aN. Io Rrml 5' J' 4Finwn you�tM mm oth 1ne Y owt agile oy bNe •-..::.'-C 9Yn. Els SECTION taR.. 1. S,me 9MI E. Vo,dod F U w1N Emh/mmldw ost slum . —,,a— z Camp m x off, go iI amoete "e wtl:m. WYE STORM SEWER CATCH BASIN 2' % 3' RECTANGULAR ENGINEERING DEPAR-ENT —w. 3101 It, JST�� ep amM.wvt V -UT .iSo a T-sA.twaAm tows ETr GR4Y 9114n e0lEI YMY6 E�Ey E�mpcwm lone mr f, ..I La . CIO=MANHOLE CASTINGS 11 O= AND LIDS DETAIL Ew�J-,4 ENGINEERING DEPARTMENT Mrz eo_ 2111 ra[ wise Yvka varies Natural ® Compacted .." fill materws iNOOT 3149.18 ® WDOT 3149.04 M� 1. .FSI Pipe W oariIN. befne Re net a m shall to hook.sed mE/> canIII e, 2 A anis Pm ' em �EtlS �oM Entll�lN th b omE 11, of the pipe aEaw foundation oMMnml ab it needM. Ppe fwn°wdaticn material shall ee accmdmce eiU 4MOT 3149.2H ttu fifer a,,regote. a Trmell NoPes "I C ,/ to as T, MRA ryi. m4 regololons for swum. cool ��t'anpct e. Ing ng PIPE BEDDING IN POOR SOILS ENGINEERING DEPARTMENT w1) w.. 2201 PLAN x15 NQg GN-UU,R nLTER REQUIRED "MR M RM AND 2 LAY CE 5001 41RM FQMC OR EQUAL wDp pN N wpmninalMy 2.1)(10 Ib.) Y � RIPRM GanWf Fltaf (4NDOT WO'.2B) SECTION A -A Gwtffle urn Tpe nl N1S L RiaRAP mu1m fit. r T, I ME, Of) ! SECT70N B-B\\\Gaoleaie n,T1Pe ul 1s RIP RAP 1®lilm DETAIL E\ ENGINEERING DEPARTMENT osrz ro.. 3107 ttE xoG - 9C6 OT st°g' w. ase a Pnl� �, e. a.r�ls "ko'A4 eau 1!. see a away. nsily/ //95S Vole M VOY se MND/-// pp anWO sour.. SunmaY mee l� 5 .. ' EmEetlmml - '• �' Not r A A 3149.08 .a. Mnda oeaTuai9.2H Naan�R-.%6T-'9 ad Y v 'e<' omatw at Dpmeew or Ppe z' ISDMETRID 1a a sur. e-µ-wTvp 4qa ® c*N Na a naUa M ..heiamx p tar A a a' 1rssI1M t 5 T—oft- J 1T of sue I I e- fo A ivies to MCYIt 091A nM ma eeyMflme b ] Tertawt e JI �;�. bei W1Y Fe Ia=ae ,=Et R�, PIPE BEDDING furs. a avLLM9 FOR P.V.C. PIPE Tee o e -re ENGINEERING DEPARTIAENT wrt m. 2203 to 1wc¢ w .Nue l Mir CURB CONSTRUCTION AT CATCH BASIN REv>ga.Io-,e ENGINEERING DEPARTMENT NATE w. 3106 G a JE Yvka varies Natural ® Compacted .." fill materws iNOOT 3149.18 ® WDOT 3149.04 M� 1. .FSI Pipe W oariIN. befne Re net a m shall to hook.sed mE/> canIII e, 2 A anis Pm ' em �EtlS �oM Entll�lN th b omE 11, of the pipe aEaw foundation oMMnml ab it needM. Ppe fwn°wdaticn material shall ee accmdmce eiU 4MOT 3149.2H ttu fifer a,,regote. a Trmell NoPes "I C ,/ to as T, MRA ryi. m4 regololons for swum. cool ��t'anpct e. Ing ng PIPE BEDDING IN POOR SOILS ENGINEERING DEPARTMENT w1) w.. 2201 PLAN x15 NQg GN-UU,R nLTER REQUIRED "MR M RM AND 2 LAY CE 5001 41RM FQMC OR EQUAL wDp pN N wpmninalMy 2.1)(10 Ib.) Y � RIPRM GanWf Fltaf (4NDOT WO'.2B) SECTION A -A Gwtffle urn Tpe nl N1S L RiaRAP mu1m fit. r T, I ME, Of) ! SECT70N B-B\\\Gaoleaie n,T1Pe ul 1s RIP RAP 1®lilm DETAIL E\ ENGINEERING DEPARTMENT osrz ro.. 3107 ttE xoG - 9C6 OT DATE ■ REVISIONS ■ PROJECT NO. 23520 4.1 Compacted Nodhee "it at al. CameP led to of Mard• e Stand nsily/ //95S Vole se MND/-// pp anWO sour.. .. ' EmEetlmml - '• �' Not r A �A°. 4+� MNDOT 3149.08 m Mnda oeaTuai9.2H If 'e<' omatw at Dpmeew or Ppe z' PpNlli=ts ® c*N Na a naUa M ..heiamx p tar 1 T 3149.20 ® MNCOT 3149V MRS 1. A eels Eat ak ae re b1amM 1M U9U o/ we I I " aeadomfifealobbn eMe6tlmt materb N n Ppe n malekl elldl !e F nivr6nd needed. S wV. Y11DOT 314p.b1 wee lelat. ugM T 31 Ne Mnae e1U 1000 2 P.Y.0 fH b 3149.28 wNct Im Um 101 o M. 2W sew. a 3/4 od Ne mi a N P®19 a J/4' iew, fo A ivies to MCYIt 091A nM ma eeyMflme b ] Tertawt aIm'mdmtlla PIPE BEDDING 1 FOR P.V.C. PIPE Tee o e -re ENGINEERING DEPARTIAENT wrt m. 2203 to 1wc¢ DATE ■ REVISIONS ■ PROJECT NO. 23520 4.1 n rNW.A ND caNu+Ert care s GOITER /r. r I ' I 1/z -r rw em..MSI,. Yatwlal MW. sA' sn B" LIE YnppT BB1e cml..e. PNe sb arts t/2 -r -\3-r Top IRI Motaiw �I�'�iz-r E slope '� � 3 6" p¢r MnDOi 8812 vwate Dee me u,ns j \ Na pM1Z CONCRETE CURB R OIIITFR Pakmg IT,, ol> Meelmv 2WR 12'11 1B- Tty BiWmFon Wte 88'R C ' ` n 1/2 101/2' S^mant cswae WTI, ma wns 28' I� +� r F'Yx 1/8'r Bltumiw SurFxe ry ee„mmea an � Slice ro,mN � C[I'fOF ENGINEERINGDEPARTMENT 5209 RH NNoc TYPICAL CURB AND GUTTER REVIBED: 10-,s ENGINEERING DEPARTMENT ... raE xNW.c R A520: n rNW.A ND caNu+Ert care s GOITER TnYYvAVmR .Er WQ qrs av �v Nwvnn w.M K.11 i[Nt1N WTx rWwm 1MTIa1M sA 0 aw S n TEET Na pM1Z CONCRETE CURB R OIIITFR ximcoKe T FENCE 4 IMOT SPELS. Swa12 OMl[I1 T1MN zasCe rQT sTE¢ M73W x . OF LDCAnvLT FENCE = � ..a..r..e�e errwsesr..rausa �"�,s.sx^r a'oa�.ar�xr>rrar:rs viZ ra.,,m 1f'PfOF RESIDENTIAL BITUMINOUS DRIVEWAY ENTRANCES WITH AND WITHOUT CURBS EMsn. to -t8 " ENGINEERINGDEPARTMENT 5209 RH NNoc ATs F?. MAX, V R� vRT AT. n wuMsJ".f- °OSI D [ FYNC eAsa a to e"dEeE Mnc a TPs r :m+"m v4r .0 cws•caMl me ma ver At - & 77 rr L . � g.oIIlsE,vQ� � 9LT FENLE YAb11NE 31CF0� 9.T r➢ILi. NE.W OLT•(YI R. T— TnYYvAVmR .Er WQ y� SLOPE TMB eNC¢ IMOIORIfF 1RO1b1. 11AfMlL w.M K.11 i[Nt1N WTx rWwm 1MTIa1M sA 0 aw _ 5 w ZW W. u Ar rtIIQ 1p Q nALm OI M110.R 4£ 51OE/IA49[ YO tL1WM Wlfl4 R]A SILT FENCE PREASSEMBLE y� SLOPE IIRQCh FABRIC ER wETER DTNOL w.M K.11 i[Nt1N U YMAViI X W TETT S n TEET s-TRwTOT a -ma bTTTT T FENCE 4 IMOT SPELS. Swa12 OMl[I1 T1MN zasCe rQT sTE¢ M73W x . OF LDCAnvLT FENCE c PM M1 ww I— . Re. EOR sON D CNtR I Nuiwm GnYMAiy M.¢ 1 Im VARIABLE STAPE Al ip.Y£ IaM PY 6 1'� suE wTSQ a CONPINCT4N W5 LDCATION OF 4LT FENCE EQR PEREMITER WN2QL aff OF I SILT SawFENCE c�ctywVVLRWm ENGINEERING DEPARMENT —N0- 5300 SEDIMENT TRAP MANUFACTURED BY MMCO,LLC.SW OPEE. MN.. ESS BROS- CORCCI MN. OR EQUAL MODEL#CG23 HASID& W ®. 6"MIN.DEPTH FOR ROCK 10'10I14.w Tl FOR IVCT)O ZIPS 1'-2- CLEAN CINSHED RD YOM Nd11NVN 18- MINWUM CUT OFF BERM iD TO YI.IZE RMO!" FROM SIM FILTER FABRIC CITE OFNZ`^ CONSTRUCTION mmm ENTRANCE FIIE RSC° 'NVEG-I¢ R ENGINEERING DEPARTMENT wAn w.. 5301 BIOROLL WATTLE/R" WEIR TO BE REMOVED WEN STABLIZED. e- afff CATCH BASIN FE I SEDIMENT TRAP RM36 1- FZE xa�c ENGINEERING DEPARTMEM MIT IY:5302A Off I am FLARED END SEDIMENT ROCK WEIR/WATTLE ROLL AP iQ.'+1K E ENGINEERING DEPARTMENT IMR : 5302F r.0 WIGGSFIG\4ER\SIDM 13 WEIR Wp1A1Tt1AATL9flEp1 IIRQCh FABRIC ER wETER DTNOL Mw.jm BOTTOM 8' 1r BIORQE O ES - 1 1. CLEAN RLTER YEwA AFTEp EACH RAW, ENENf N10 PEPU¢E IF FILTER IS CU U SECURED INSIDE F68 Cf j- TD r CLOGGED WRH SEDIMEM. WASHEp ROP( W1iAPPFO 2. REYDVE D®R5/SEDNIFM FROM gECEPMtt£ MER E/LII EARN EVERT . INSIDE A MWOFI, .I afff CATCH BASIN FE I SEDIMENT TRAP RM36 1- FZE xa�c ENGINEERING DEPARTMEM MIT IY:5302A Off I am FLARED END SEDIMENT ROCK WEIR/WATTLE ROLL AP iQ.'+1K E ENGINEERING DEPARTMENT IMR : 5302F r.0 WIGGSFIG\4ER\SIDM r I I I IDT / 1 � CINARI�ON CIRCLE / 1 I / 1 / 1 / / / / ERa f / FRDNRER TRAIL / ' O / vI DEL RIO DRIVE i DEL RIO DRIVE a►�� LEQFM xREMOVE VEE OEASING TREE TO REMAIN PROPOSED TREE FENCE TREE CANOPY COVERAGE SUMMARY EXISTING SITE AREA 85.078 SF PROPOSED SITE AREA (EASING MINUS R -O -W DEDICATION) 85,27] S - EASING CANOPY COVERAGE AREA 82.517 SF PROPOSED CANOPY COVERAGE REMOVAL -33.290 SF PROPOSED CANOPY COVERAGE AREA 19.219 3 \ \ n ° \ A N a \ \ UR �r ;b \ \ © \ \ \ SLAIE IN FEET O° - - MI va s>m 7a5O \ \ \ W FRONTIER TRAIL / ` \ MM \ 1 / ► �11 / �1 I) M ELIXR BY J50 REVISIONS CAD FILE 2352OTP PROJECT NO. 5.0