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ITEM 5.1 Prospect PointeRequest for OtOF S2g0 City Council Action MINNESOTA DEPARTMENT INFORMATION ORGINATING DEPARTMENT- REQUEST R: MEETING DATE* Planning City Planner Licht 28 May 2013 PRESENTER(}: Cit v Planner Licht AGENDA ITEM DETAILS REVIEWED BY: ITEM #: Cit v Administrator Johnson 5.1 Prosr)ectPointe Final Plat RECOMMENDATION: City staff recommends approval of the Final Plat and Development Agreement for the ProspectPointe Addition. ARE YOU SEEKING APPROVAL OF A CONTRACT? IS A PUBLIC HEARING REQUIRED? N o, No. BACKGROUND/JUSTIFICATION: Mr. Thomas Koerwitz (dbaProspectPointe LCC} has submitted application for final plat approval of ProspectPointe Addition consisting of 16 single family lots and two outlots. The subject site is a final plat of Outlot A., RiverPointe 4th Addition, which was preliminary platted on 14 August 2000 as part of the Riverpointe development. Final plat applications are processed without review and recommendation by the Planning Commission unless determined to be necessary by the City Council in accordance with Section 21-3-3.D.2 of the Subdivision Ordinance. We offer the following additional comments: Preliminary Plat Consistency. The layout of the proposed final plat is consistent with the approved preliminary plat, including the number of lots and general lot boundaries. Zoning. The subject site is zoned R-4,, Residential Single Family District. Single family lots are a permitted use of the subject site. ■ Lot Requirements. The R-4 District requires a minimum lot area of 12,000 square feet and minimum width of 75 feet for preliminary plats approved before 13 March 2006. All of the proposed lots conform to the R-4 District lot requirements. ■ Setbacks. Setbacks applicable to the final plat are shown below. Section 20-5-6.8.4 of the Zoning Ordinance allows for application for an administrative permit with the building permit to reduce the interior side yard setback to seven feet and the side yard setback abutting the street to 30 feet for the two lots at the corner of Radford Avenue and 58th Court. Also,, the preliminary plat approval for Riverpointe predates the City's requirement for a 20 foot buffer and 40 foot building setback from the delineated boundary of all wetlands. Yard Front Side Roar Corner Interior Min. Setback 35ft. 35ft, loft. 20ft. Outlots. There are no outlets included with the final plat. � It Streets. The developer will construct 5OthCOU rtwithin the final plat. The preliminary plat for Riverpointe was approved prior to adoption of the City's current residential street standards that include esidewalk. Assuch, 6O"'Street will beconstructed aaa33foot wide street within the GOfoot Mght~of+waywith nosidewalk. Thacu1-de-s�aoatthetenn[nuaof5� Court has a5O foot pavement radius and 60 foot right-of-way radius as required by Section 21-7-7.A of the Subdivision Ordinance and the Engineering Manual. All streets are subject toreview and approval bythe City Engineer. Easements. Section 21-7-15.A of the Subdivision Ordinance requires drainage and utility easements be established at the perimeter of each lot, which is shown on the final plat. The final plat also illustrates drainage and utility easement overlying the stormwatordra|na@e basin/wetland within Lots O'11,Block l. The preliminary plat approval for Riverpointepredates the City's requirement that stormwater basins and wetlands be located within outlots deeded to the City so the proposed easement is appropriate and consistent with Section 21-7-15.13 of the Subdivision Ordinance. All easements are subject toreview and approval ofthe City Engineer. Grading and Drainage. The developer has submitted grading and drainage plans with the final plat application that are based onthe original grading plan for Riverpointe. The final plat and Riverpolntedevelopment are not subject to regional stormwaterdistrict requirements and no stomneaherfee is required. All grading, drainage and erosion control plans are subject to review and approval by the City Engineer. Utilities. The subject site is within the East Sewer District established by the Comprehensive Plan and sanitary sewer and water utilities are currently available at Radford Avenue. Approval of the final plat requires payment ofutility availability charges set forth by Sections 6-2-5and 6- 1-6 of the C|b/ Code, which the developer is requesting be assessed as detailed below. Utility connection charges are required by this Section to be paid at the time of application for a ~ Street Lighting. Section 6-8-4.13 of the City Code requires installation of Type 3 standard street lighting within the final plat. Type 3light Dx1uresarerequiredtobe|nstaUedattheterminus end of the cul-de-sac and at the southwest corner of the Radford Avenue and 58th Court intersection. The developer is further required to pay the City two -years operating expenses for the street light or $2,000-00 per unit as established on the 2013 Fee Schedule. Park and Trail Dedication Requirements. The final plat issubject tOpark and trail dedication requirements for creation of18new lots. Noland isproposed tobeacquired from the subject site b»the Future Parks and Trails P|an. Assuch, satisfaction ofpark and trail dedication requirements will beaaacash fee |nlieu ofland equal to$2,635.0]per lot or$4Z,l6O.00. Development Agreement. The City Attorney has drafted aDevelopment Agreement, which the applicant will sign submit to the City with all required fees and securities required by said Agreement. The applicant will provide a cash escrow as security for completion of public improvements as required by the development contract, which will be reduced upon completion ofthe improvements and acceptance bythe City Engineer. Aportion ofthe security will also be retained until completion ofthe warranty period. ° Assessment Petition. The developer has submitted a request to have certain fees due with the final plat be assessed and paid when the individual lots are closed upon by the buyers. The fees include utility availability charges, park dedication., street light utUltyfees and sign fees. Utility connection charges will bepaid at the dmethe building permit bissued |naccordance with the City Code and not assessed. The City Council has not previously assessed development related charges for residential development. But in light of recent economic conditions staff and council have discussed being open to such requests, particularly for projects under 20 lots as a means of encouraging development activity. This final plat is an infill development being undertaken by a, private individual who is personally financing the in -ground improvements making the project especially cost sensitive and the flexibility of assessing the requested charges will facilitate moving forward without risk to the City. The property owner has an agreement with a local builder as to a takedown schedule for the 16 lots as they are built and sold. City staff recommends an assessment period of five years with the first payment due in 2014 or upon closing on the property transfer. The developer is requesting an assessment period of seven years. City staff recommends an interest rate of 5.6%, which is 1.5% above the interest rate for the Bonds issued by the City for the sewer and water utilities consistent with Section 6-4-5.D of the City Code regarding special assessments. SUPPORTING DOCUMENTS: X ATTACHED DNONE A. Engineering Review dated May 22, 2013 B. Development Agreement C. Findings of Fact and Decision D. Resolution 2013-30 E. Final Plat F. Construction Plans MOTION: (Please word motion as you would like it to appear in the n1inutes.) Motion to approve the final plat for the ProspectPointe Addition as outlined in the Findings of Fact and Decision, as presented and Resolution 2013-30 approving a Development Agreement. BUDGET INFORMATION FUNDING: I BUDGETED: o YES NA I n NO ACTION TAKEN o APPROVED AS REQUESTED u -i DENIED o TABLED n OTHER (List changes) COMMENTS- Review No. 1 Hakanson Anderson ENGINEERING REVIEW Residential Subdivision for the City of Otsego by Hakanson Anderson Submitted to: Honorable Mayor and City Council cc: Lori Johnson, Administrator Ta m i Loff, City Clerk Dan Licht., City Planner Andy MacArthur, City Attorney Ronald Wagner, City Engineer Thomas Koerwit , Pros ectPointe, LLC Marty Campion, P.E., Campion Engineering Services, Inc. Reviewed by: Brent Larson, P.E., Assistant City Engineer Date: May 22, 2013 Proposed Development: ProspectPointe Addition Street Location of Property: A portion of the NW Y4 of the NW Y4 f Section 1, TI 20, R23. Outlot A of RiverPointe 4 th Addition located west of Radford Avenue NE, and north of 56 th Street NE Applicant: Thomas Koerwit Developer: Pros ectPointe, LLC Owners of Record: Purpose: ProspectPointe Addition is a proposed 1single-family residential lot development on .8+ acres in the City of Otsego, Wright County, Minnesota. originally preliminary plated with RiverPointe Addition and final platted as outlot A of RiverPoint th Addition the proposed development will be served with municipal water, sanitary sewer, storm sewer and public streets typical of an urban setting, Jurisdictional City of Otsego, Wright County, Minnesota Department of Agencies: Health, Minnesota Department of Natural Resources, Minnesota (bust not limited to) Pollution Control .Agency Permits Required: NP[ ES, Minnesota Department of Health (water), and (beat not limited to) Minnesota Pollution Control Agency (sanitary sewer) Page I C:\Users\Tami\AppData\LocalWicrosoft\Windows\Temporary Internet File lC ntent.outl ok\K4X23Y o\oT2323 Pro pe tPointe ivw `f . doe TABLE OF CONTENTS. INFORMATION AVAILIBLE FINAL PLAT DEVELOPMENT PLAID CONSTRUCTION PLANS 16101TAcI: :I0:01 OVERALL UTILITY PLAN SANITARY SEVER AND WATERIIAIN PLAN STORM SEWER AND STREET PLANS STORM WATER POLLUTION PREVENTION PLAN (SWPPP) DETAILS GRADING PLAN HYDROLOGY OTHER CONSIDERATIONS SUMMARY AND/OR RECOMMENDATION Page 2 C:\Users\Tami\AppData\Local\MicrosoftkWindows\Temporary Internet Fil k ontent. utl of \ 4 I \ T Prospe tP inte RVW1.do INFORMATION AVAILABLE RiverPointe 4 to Addition Final Plat executed 7/30/2010) by Sathre-Bergdui st, Inc. RiverPoince 4th Addition Final Grading and Drainage Plan dated 7/24/03, by Sathre- Bergquist, Inc. RiverPointe Preliminary Plan Submittal dated 7/11/00 revision, by Sathre-Bergdui st, Inc. RiverPointe Construction and Grading Plans dated 1/24/01, by Sathre-Bergquist, Inc. RiverPointe Geotechnical Evaluation by Braun Intertec, dated 1/20/00 RiverPointe Alta/ACSIVI Land Title Survey, Sheets I & 2 of 2 ProspectPointe Addition, Final Plat, 5/6/2013, by Pellinen Land Surveying, Inc. ProspectPointe Addition, Development Plan, dated 5/2/2013, by Campion Engineering Services, Inc. ProspectPointe Addition, Construction Plans, dated 5/612013, by Campion Engineering Services, Inc. City of Otsego Engineering Manual, 2013 revision City of Otsego Zoning and Subdivision Ordinances National Wetlands Inventory Map 1991 100 -Year Storm eater Quality And Quantity Management Plan by Sathre-Bergquist, Inc., d aced 1016/0 0 Page 3 C: \Use rs\Ta m Mpp Dataloca 1W icrosoffiWi ndows\Tem p o ra ry Internet Files\Content-Outlook\K4X23YMO�OT2323 ProspectPoint e RVWI.doe REVIEW AND COMMENTS FINAL PLAT 1) The existing sanitary sewer along the west edge of Lot 8 requires a minimum 20' easement centered over the pipe. Additional easement is needed towards the southern portion of the lot along the east side of the pipe. DEVELOPMENT PLAN 1), The development plan shall show: a. All setback lines and easements b. All house pads c. Drainage arrows d. Finished centerline grades and elevations e. Elevations of all the lot corners f. Normal and High Water Elevations for all wetlands and ponds. g. Emergency Overflow (EOF's) locations and elevations. There should be a EOF at a maximum elevation = 901.0 at the NW corner of Lot 13. 2) A few driveways appear to be near the maximum 10% driveway grade. Verify driveway grades do not exceed 10%. 3) Provide a separate (Word or Excel) document of the tabulation found on the Development Plan for the City's use. CONSTRUCTION PLANS Cover Sheet (Sheet 1) 1) Include a signature line for Ronald J. Wagner, P.E. City Engineer. Please submit a separate cover sheet for signature by the City Engineer, which we will then return to you for you use 2) The benchmark shall use the 1929 Datum (all sheets). Verify the benchmark on sheets 3 and 4 are using the correct datum. Overall Utility Plan (Sheet 1) Label the Normal Water Level and loo -yr High Water Level elevations for all wetlands and ponds on all sheets. 2) Label the size of pipe for the existing storm sewer along the north property line. Sanitary Sewer and Watermain Plan (Sheet 3) 1) Need a minimum 18 it vertical separation between the sanitary sewer services and the watermain. The riser lengths called out for the services on the north side of 581h Court appear to result in the services encroaching into this separation. Page 4 C:\Users\Tami\AppDataXLocai\microsoftkwindowsXTemporary Internet File s\Content.Oullook\K4X23YMO\OT2323 ProspectPointe RWV1.doo 2) The 8" DIP watermain shall be Class 52 pipe. 3) Provide 0.1' of fall across all sanitary sewer manholes. Label East and West inverts in the profile. Street and Storm Sewer (Sheet 4) 1) Provide horizontal curve information for 58th Court. 2) Label the centerline grades in the plan view. 3) Please include the proposed garage floor elevations for each lot to help verify they are a minimum 18" above the adjacent curb and the driveways have a maximum 10% grade. 4) Please verify that the 15" RCP storm sewer is in place along the lot line between Lot 10 and Lot 11. We do not have any records of this pipe being installed. 5) Minimum storm sewer pipe size is 15". Revise the 12" pipe called out between CB I and CBiii H 1. 6) Label CB I and CBMH I in the plan view. 7) We recommend lightening the line weight of the water and sanitary sewer in the profile to allow for easier reading of the overlapping text. Storm Water Pollution Prevention Plan (Sheet 5) 1) See Grading Plan Comments. Details (Sheets 6-8) 1) The typical section for 58th Court shall be 33' wide with no sidewalk to match the existing streets in the surrounding developments. Standard Plate No. 101 - Local Residential (Pre -2003) Urban Street Section — 9 Ton shall be used. 2) The Otsego Engineering Manual was updated and put into effect in March 2013. Many of the standard details have changed. With the exception to the above mentioned detail please update the standard plates in the details with the revised plates. A hard copy has been sent to the Developer's engineer as well as electronic .pdf versions of all the plates. 3) Add Otsego Standard Plates #207, 307, and 308 and eliminate #310 no longer allowed) from the details. Page 5 C:\Users\Tam!\AppData\LocalWicrosoft\Windows\Temmor ary Internet File s\Content.Outlook\K4X23YMO\OT2323 Prop ectPoint e RVW1.doc 4) Please note that all sanitary and storm sewer structures require a (1) single adjustment ring, maximum 8" thick. Use of the LifeSpan System by Hamilton Kent, eliminates the need for the concrete ring and also the need for a chimney seal. 5) A detail of the sanitary sewer inside drop manhole is required. GRADING PLAN 1) An overall grading and drainage plan was submitted with RiverPointe Addition. This pIan was revised slightly with RiverPointe 3rd and again with RiverPointe 4th Additions. A final grading plan shall be submitted for the ProspectPointe Addition to clear up any discrepancies or confusion. HYDROLOGY 1) The area of ProspectPointe Addition is included in the accepted hydrology models for Riverpointe I t — Td Additions. 2) Storm sewer and inlet spread calculations shall be submitted for review. SUMMARY AND/OR RECOMMENDATION Revise and resubmit for review. Please submit a separate cover sheet for signature by the City Engineer, which we will then return to you for you use. Page 6 C:\Usefs\TamilAppDatalLocahMicrosoft\Windows\Temporary Internet Files\Content.Outlook\K4X23YMO\OT2323 ProspectPointe RVW1.doc DEVELOPMENTAGREEMENT PROSPECTPOINTE ADDITION AGREEMENT entered into this day of June, 2013 between the City of Otsego ("City"), a municipal corporation organized under the laws of the State of Minnesota, and Prospect Pointe, LLC, a Minnesota Limited Liability Company ("Developer"). I . Request for Plat ppi-oval. The Developer has requested that the City approve a plat entitled PROSPECTPOIIT E ADDITION (referred to in this Agreement as "the Plat") and legally described as follows: Outlot A, FJVERPOfNTE 4'11 ADDITION, according to the Plat on file and of record at the Office of the County Recorder, Wright County, Minnesota. The plat contains sixteen (16) single family residential lots. The plat is located within the City's East Sewer District, is zoned R-4, Residential Single Family District as approved by Ordinance adopted by the City Council on October 11, 1999. 'Mie Final Plat for RIVERPOINT E 01 ADDITION was approved by the City Council on July 13, 2009. 2. Conditions of Plat Approval. The City hereby approves the plat on condition that the Developer enter into this Agreement, furnish the security required by it, and record the Plat with the Wright County Recorder or Registrar of titles within one hundred (100) days after the Ciry Council approves the final plat. The Developer shall cooperate with the City in recording the Plat and all required additional deeds and documents and providing assurance that the Plat and all required documents have been properly and timely recorded. Any restrictive covenants for the Plat shall be submitted to the City Attorney for approval and shall be recorded prior to sale of any lots within the Plat. 3. 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, storm sewers, water lines, streets, utilities, public or private improvements, or any buildings or structures until all the following conditions have been satisfied: 1) this Agreement has been ftilly executed by both parties and filed with the City Clerk, and all conditions contained in the Agreement have been met, 2) the necessary security has been received by the City, 3) the Plat and this Agreement have been recorded with the Wright County Recorder's Office, 4) The Developer has initiated and attended a pre construction meeting with the City Engineer, and 5) the Zoning Administrator has issued a letter that all conditions have been satisfied and that the Developer may proceed; or until such time as approval to commence earlier e I construction is specifically approved by the City, and Developer has fully complied with all 11 conditions set forth by City staff. 44 Sanitary Sewei-6 SeriisAllocation. The allocation of sanitary sewer set -vice to the 16 lots within the Plat does not occur until all required security has been posted. 5. Changes in Official Conti-tols. PROSPECTPOINTE ADDITION is a planned and staged development within the meaning of Minn. Stat. 462.358, Subd. 3e, and no amendment to the City's Comprehensive Plan or other Official Controls shall apply to or affect the use, development density, lot size, lot layout, or platting requirements for ftitUre phases of PROSPECTPOINTE ADDITION for a period of five (5) years. Thereafter, notwithstanding anything in this Agreement to the contrar-y, to the ftill. extent permitted by State law, the City may require compliance with any amendments to the City's Comprehensive Plan, other Official Controls enacted of the date of this Agreement. This provision does not apply to regulations -or Official Controls related to park and trail dedication or any fee established by the City chargeable to the Developer for municipal costs arising from said future phases. 6. Development Plans. The Plat shall be developed in accordance with the plans on file at the office of the City Clerk and the conditions stated below. If the plans vary from the written terms of this Agreement, the written terms. shall control, The plans are: Plan A Final Plat, PROSPECTPOINTE ADDITION, dated 2013 prepared by Pellinen Land Sup-veying. Plan B Grading, Drainage, and Erosion Control Plan prepared by Campion Engineering Services, Inc. and as finally approved by the City Engineer. Plan C Construction Plans for PROSPECTPOfNTE ADDITION, prepared by Campion Engineering Services, Inc. and as finally approved by the City Engineer. Plan D Specifications for PROSPECTPOINTE ADDITION, prepared by Campion Engineering Set -vices, Inc. and as finally approved by the City Engineer. 7. Improvements. The Developer shall install and/or pay for the following: A. Streets B. Street lights C. Site grading and ponding D. Underground installation of all utilities E. Sanitary sewer lines F. Water lines G. Storm water management improvements H. Setting of lot and block monuments 1. Construction surveying and staking J. Traffic control signs Improvements shall be installed in accordance with City standards, the City Code, and the above -referenced plans that have been furnished to the City and approved by the City Engineer. The Developer shall obtain all necessary permits before proceeding with construction. The City shall provide adequate field inspection personnel to assure acceptable quality control, which will allow ceaffication of the construction work. The City inay, when reasonably required to do so, and at the Developer's expense, have one (1) or more City inspectors and a qualified engineer inspect the work. Within thiity (30) days after the completion of the improvements and before all retained security is released, the Developer shall supply the City with a complete set of reproducible "as constructed" and an electronic file of the "as constructed" plans in AutoCAD.DWG file or a DXF file, all prepared in accordance with City standards. Before the security for the completion of utilities is fully released, iron monuments shall be installed in accordance with Minnesota Statutes 505.02. The Developer's surveyor shall subunit a written notice to the City certifying that the monuments are installed following site grading, utility and street construction. 8. Contractors/Subcontiqactors. City Council members, City employees, and City Planning Conunission members, and corporations, partnerships and other entities in which such individuals have greater than a 25% (twenty five percent) ownership interest or in which they are an officer or director may not act as contractors or subcontractors for the public improvements identified in Paragraph 7 above. 9. Permits. The Developer shall obtain or require its contractors and subcontractors to obtain all necessary permits, which inay include, but are not limited to: A. Wright County for County Road access and work in County right. of way. B. MNDOT for State Highway Access C. MNIDOT for work in right of way D. Minnesota Department of Health fior watermains E. MPCA IPDES Permit for construction activity F. MPCA for sanitary sewer and hazardous material removal and disposal G. DNR for dewatering H. City of Otsego for building permits 1. City of Otsego for sanitary sewer connections J. City of Otsego for retaining walls 10. Dewatering, Due to the variable nature of groundwater levels and stormwater flows, it will be the Developer's and the Developer's contractors and subcontractors responsibility to satisfy themselves with regard to the elevation of groundwater in the area and the level of effort needed to perform dewatering and store -1 flow routing operations. All dewatering shall be in accordance with all applicable County, State, and Federal rules and regulations. DNR regulations regarding appropriations permits shall be strictly followed. 11. The of Pefformance. The Developer shall install all listed improvements by October 15, 2013. The Developer may request an extension of tiine from the City to be submitted in writing to the City Clerk, for which said extension shall be conditioned upon updating the security posted by Developer to reflect cost increases and the extended completion date. Final wear course placement outside of the above time traine must have the written approval of the City Engineer. The City may impose additional conditions on the extension necessary to ensure performance. 12, Right of Enhy. The Developer hereby grants to the City, its agents, employees, officers and contractors an irrevocable right of enti-y to eliter the Plat to perforin any and all work and inspections necessary or deemed appropriate by the City during the installation of improvements by Developer or the City, or to reale ally necessary corrective actions necessary by the City. Except in emergency situations, as defined by the City, the City shall give the developer fifteen (15) business days notice stating the deficiencies and necessary corrections prior to iiieaking any corrective action. Said right of entry shall continue until the City finally accepts the improvements and any applicable warranty period has expired. 13, Erosion Control. Prior to initiating site grading, and before any utility construction is comnienced or ftirther building permits are issued, the erosion control plan, Plan B, shall be implemented by the Developer and inspected and approved by the City. If the City Engineer determines that it would be unreasonable to require fell implementation of the erosion control plan prior to utility construction or issuance of certain building permits, lie shall state in writing what construction can take place and what Particular building petinits can be issued prior to full implementation. The City may impose additional erosion control requirements if, in the opinion of the City Engineer, they would be beneficial. All areas disturbed by the excavation and backfilling operations shall be reseeded forthwith after the coinpletion of the work, in that area. If the Developer does not comply with the erosion control plan and schedule or any supplementary instructions, the City may, with reasonable notice, take action as it deems appropriate. 14. Grading Plait. Plat grading shall be in accordance with the approved grading plan, Plan B. The plan shall conform to City specifications and the City Code. Ponds, swales, and ditches shall be constructed on public easements or land owned by the City. Within thirty (30) days after completion of grading and before ally retained security is frilly released, the Developer shall provide the City with an "as built" grading plan including ceftification by a registered land surveyor or qualified engineer that all ponds, swales, and ditches have beenCODstructed on pUblic easements or land owned by the City. "As built" plans shall include field verified elevations of the following: A. Cross sections of ponds B. Location and elevations of swales and ditches C. Lot corners and house pads Occupancy permits shall not be issued by the Building Official until the grading and drainage plan is certified as set forth above. 15. Clean Up. The Developer shall promptly clean any and all dirt and debris from streets and construction sites in accordance with the City Code resulting frons construction work by the Developer, its agents or assigns. 16. Ownei4ship of Improvements. Upon acceptance by the City Council of the work and construction required by this Agreement, improvements lying within public ease inents and public right-of-way shall beconie City property without further notice or action. 17. Sti-eets, The Developer agrees to maintain the streets in the Plat until the base course bituminous surfacing has been accepted by the City. Should the City be required to grade the street prior to paving, the cost of such grading shall be paid by the Developer and drawn from the Developer's letter of credit. Should snow plowing be necessary prior to street paving, the Developer shall be responsible for such plowing as may be required by the Streets Supervisor, If, Upon the Developer's request, the City agrees to plow the street prior to acceptance, such work will be done upon agreement that the Developer will hold harmless and indemnify the City from any and all liability claims related to such work and pay all costs associated with that work. Airy plowing undertaken by the City will constitute no acceptance or evidence of acceptance of the street(s) in question. Upon final completion of streets and acceptance by the City as a City street rather than a private drive, the Developer shall guarantee to the City for a period of two (2) years that the streets have been constructed to City standards. The warranty period shall not conunence until such time as street construction is completed and the streets are accepted as City streets by the City. The two (2) year warranty set forth above commences upon the date on which the City accepts the streets by resolutioll. 18. Sewage Treatment. No occupancy per for any buildina within the flat 4= will be issued by the City unless the Building Official has inspected both the sewer and water connections to the building and has certified that they have been constructed satisfactorily in accordance with City specifications and the City Code. 19, Administrative Fee. A fee for City Administration of this project shall be paid prior to the City executing the plat and this Agreen-tent. Said fee shall be one percent (1%) of the estimated constrLICtion costs of the improvenients within the plat, or alternatively a minimuin fee. The administrative fee for this Plat is the ininimuni fee of $1,500.00 and is contained within the escrow and fees established in Paragraph 27 of this Agreement. This fee is immediately available to the City upon establislu-nent of the escrow. 20. Seiver Availability Charge. Current fees for the provision of sanitary sewer (SAC) are as follows: 16 REC units at $2,135.00 per unit or $34,160.00. Sanitary sewer fees shall be paid at the time that the final plat is approved. This amount shall be assessed per lot in accordance with No. 27 of this Agreement. 21. Sewer Connection Charge. Current fees for connection to Sanitary Sewer services are as follows: 16 REC units at $6,405.00 per unit or $ 102,480.00. Sewer connection charges are to be paid at the fline of issuance of a building permit. 22. Water Availability Charge. Current fees for the provision of water service WAS are as follows: 16 units at $1,550.00 per unit or $24,800.00. WAC fees shall be paid at the time that the final plat is approved. This amount shall be assessed per lot in accordance with No. 27 of this Agreement. In the event that building permits are issued are issued after the City has increased the WAC fee, the applicable amount due per unit shall be the fee per REC unit in place at the time of application for a building permit. 23. Water Connection Charge, Current fees for connection to Water Services are as follows: 16 units at $1,550.00 per unit or $24,800.00, Water hookup fees are to be paid at the time of issuance of a building permit. 24. Par tc and Trail Dedication. Developer has requested that Park and Trail Bees be assessed against individual lots. The Park and Trail fee is $2,635.00 per lot or $42,160.00. The assessment is set forth in No. 27 of this Agreement. 25. Street and Traffic Control Signs. Before the City signs the final plat, the Developer shall pay to the City $735.00 for installation of traffic control signs (stop signs, street signs, dead-end signs). The said amount was calculated as follows: three (3) signs at $ 245.00 per sign. Using these funds, the City shall purchase and Histall the street and traffic control signs. Developer has requested that this cost be assessed against individual lots as set forth in No. 27 of t1ils Agreement. 26. Street Light Construction. The Developer shall pay for the operation and maintenance of the street lights for a period of hvo (2) years. In order to facilitate payment of -payment for operation and maintenance of street lights, the Developer shall submit a fee to be included within the escrow and fees established in Paragraph 27 of this Agreement and is calculated as follows two (2) lights x $2,000.00 per light for a total payment of $ 4,000.00. The operation and maintenance of the street lights by the Cit), shall not commence Until such time as the Plat is accepted by the City and is formally recorded. Street lighting shall conform to adopted City Code. Developer has requested that this cost be assessed against individual lots as set forth in No. 27 of this Agreement. 27. City Engineering Administration and Construction Observation, Legal Fees Escrow and City Fees. The Developer shall pay a fee for consulting engineering administration. City engineering administration following approval of the Plat. City engineering administration will include consultation with Developer and its engineer on status or problems regarding the project, monitoring during the warranty period, general administration and processing of requests for reduction in security. Fees for this service shall be the actual amount billed for those services estimated to be 3% (three percent) of the estimated construction cost of the improvements to be 'inspected, assuming normal construction and project scheduling. The Developer shall pay for construction observation performed by the City Engineer. Construction observation shall include part or Ml time observation, as determined by the City Engineer, of proposed street, sanitary selver, water and storm drainage construction and will be billed on hourly rates actually required for said inspection estimated to be 5% (five pereent.) of the estimated construction cost of the improvements to be inspected. In the event of prolonged construction or unusual problems, the City will notify the Developer of anticipated cost overruns for engineering administration and observation services. The escrow and fee account shall also include estimated fees for Legal expenses actually incurred, City Administrative Fee (a flat fee due upon execution of this Agreement), Trunk Water and Sewer Access Fees (a flat fee due upon execution of this Agreement), Transportation Infrastructure Costs (a flat fee due upon execution of this Agreement), Park and Trail Dedication Fees (a flat fee due upon execution of this Agreement), Street Light Maintenance and Operation Fee (a flat fee due upon execution of this Agreement) and shall be established as follows: ESCROW AND FEES City Construction Administration and Utility and Street Inspection Fees (estimated 8% of $ 198,663.00) 1503.00 Legal Fees (estimated, actual billings to be paid) $ 1, oo.o City Administrative (flat fee) $ 1, oo.00 Sewer Availability Charge and Water Availability Charge To be assessed or paid at time of property transfer Sewer Comiection Charge and Water Connection Charge To be paid at time that a building perinit is issued. Storni Water Management Cost NA Transpoilation Infrastructure Cost NA Park & Trail Dedication Fee To be assessed or paid at the time of property transfer Street light maintenance and operation To be assessed or paid at the time of property transfer Street & traffic control signs To be assessed or paid at the time Of property transfer TOTAL 181893.00 TMs escrow amount shall be submitted to the City prior to the City executing the Plat and this Agreement. All administrative and legal fees related to plan review, drafting of this Agreement and any other necessary iters shall be paid to the City prior to execution of the Plat and this Agreement. Any amounts for legal and engineering not utilized from this escrow find shall be returned to the Developer when all improvements have been completed, all financial obligations to the City satisfied, and the required "as constructed" plans have been received by the City. All other amounts listed as flat fees are non-refundable and available himiiediately for City use when posted. Developer on behalf of itself and its successors in title or assigns hereby petitions and requests that the required escrow fees set forth below for Sewer Availability Charges, Water Availability Charges, Park and Trail Dedication, Street Light Operation and Street Signs be assessed against all lots within the Plat of PROSPECTPOINTE ADDITION on a per lot basis over a period of five (5) years at an interest rate of 5.6% per alulum. Developer on behalf of itself and it successors in title or assigns hereby waives any and all required hearings, any irregularities in procedure, and hereby waives any right of contest or appeal of the special assessments requested and petitioned for specifically including ally right of appeal tinder Minnesota Statute 429.081 any other statute, case law or Constitution. Amount. to be assessed per lot: Sanitary Sewer Access Fee $ 2J35.00 Water Access Fee $ 1,550.00 Park, and Trail Dedication $25635.00 Street Light Maintenance $ 250.00 Street Signs $ 46.00 Total per Lot $ 6,616.00 Total Assessment (x 16) $ 105,856.00 The assessment on each lot Gilus interest) shall be paid in ftill at the time that the property is transferred to another owner. Interest will begin to accrue at Such thele as the assessments are adopted by the City Council, prior to November 15, 2013. Assessments can be paid in fall without interest within thirty (30) days from the date of assessment adoption, but after that date interest for at least one year must be paid, Developer shall. immediately notify the City of any pending transfer of the lots within the Plat. Developer shall notify prospective purchasers of the terms and conditions of this Agreement as well as the assessments on each lot herein established. All assessments against the lots must be paid off, with interest by December 31, 2018. 28. Security. To ensure compliance with the terms of this Agreement, and construction of all public improvements, the Developer shall ffirnish the City with a cash escrow or other "security" in the amount of $260,745.00 said amount calculated as follows: Sanitary Sewer- Lateral Wateri-nain- Lateral Storm Sewer Streets Engineering and Surveying Consti-Liction Services $ 38,695.00 $ 42,530.00 $ 5,960.00 $ 111478.00 $ 95933.00 TOTAL $ 208�596.00 TOTAL SECURITY RE QUIRED ($ 208,596,00 x 125%) S 260,745,00 The issuer and form of the security (other than cash escrow) shall be subject to City approval. The security shall be issued by a banking institution in good standing as determined by the City and approved by the City Administrator. The City shall have the ability to dravNt on the security at a ban1r, or branch batik located within fifty (50) miles of the City Hall. The security shall be for a terin ending June 1, 2014 and shall contain an automatic renewal provision. The City may draw down the security for any violation of the tenus of this Agreement, or -upon receiving notice of the pending expiration of the security. It shall be the. responsibility of the Developer to inform the City at least thirty (30) days prior to expiration of the security of the impending expiration and the status of the project relative to the security and this Agreement. If, for whatever reason, the security lapses prior to of compliance with this Agreement (other than during any warranty period), the Developer shall immediately provide the City with either an extension of the security or an irrevocable letter of credit of the saine amount upon notification of the expiration. If the required improvements are not completed at least thirt), (30) drays prior to the expiration of the security, the City may also draw down the sectirity. If the security is drawn down the proceeds shall be used to cure any default. Upon receipt of proof satisfactmy to the City that work has been completed and financial obligations to the City have been satisfied, with City approval, the security may be reduced from time to time down to $29,800.00 the amount of warranty security. A warranty security in the amount of $29,800.00 shall be posted with the City as set forth in paragraph 32 of this Agreement. NotAvithstanding the posting of that warranty security, the security shall not be reduced below 10% (ten percent) of the posted security until all improvements have been completed, all financial obligations to the City satisfied (which includes posting of warranty security), and the required "as built" plans have been received by the City. The intent of this Agreement is that the City shall have access to sufficient security, either security or warranty security, to complete the project and insure warranty on all public improvements at all times. This security amount shall be submitted to the City prior to execution of the Plat and this Agreement. All administrative and legal fees related to plan review, drafting of this Agteeinent and any other necessary items shall be paid to the City prior to execution of the plat and this Agreement. The security for this Agreement shall be cash in the amount of $260,745.00 The cash shall be deposited with the City and released to make payments to contractors, consultants and City consultants as they are billed. The City will not release the security or any portion 10 of the security until a copy of any billing due and owing has been submitted to and approved by the City and the City Engineer, subject to retention of retainage as set forth above and the appropriate amount for warranty of public improvements. 29. Landscaping. The Developer shall install "vo (2) trees upon each lot within the Plat of a species approved by the Zoning Administrator. These plantings may not be installed in a public right-of-way. Any security posted for this agreement or prior additions may be used to cure any defects in the event that the Developer, it assigns or a successor fails to install landscaping according to this Agreement. Landscaping security to insure compliance with the approved Landscape Plan shall be $1,000 per lot to posted with the City at the time of application for a building permit on each lot. Any trees which can cause a public nuisance or public hazard, such as bug infestation or weak bark, are specifically prohibited. The Developer, Builders or Property Owners (applicant for building permit) in the residential lot area shall sod all front yards within the buildable portion of each lot and shall post any security required by the City to assure landscaping or other items in compliance with the City Code, The Developer, Builder or Propelty Owner shall provide not less than six (6) inches of topsoil in required front yards or side yards abutting public rights-of-way. Where slopes lie in excess of ten (10%) percent, sodding (staked) shall be required. Weather permitting, the trees, grass seed and sod shall be planted before Certificates of Occupancy are issued. All grass seed shall be maintained so that turf is established within one (1) year of planting. If landscaping as required by the City Code and this Agreement is not timely completed, the City may enter the lot or lots, perform the work, and apply any posted security toward the cost. The Developer, it assigns or successors, Builder or Property Owner will provide will provide all trees, grass, seed and sod within the Plat and shall maintain said plantings and warrant thein to reirain alive, of good quality and disease free for twelve (12) months after planting, Any replacement shall be warranted for twelve (12) months from the time of planting. 30. Signifleant Trees. There are no significant trees within the Plat. The Developer is not required to replace any significant trees. 31. Meters. Meters shall be provided as per City policy. 32. Warranty. The Developer warrants all work required to be performed by it against poor material and faulty worlunanship for a period of one (1) year of its completion and acceptance by the City except that the warranty period for streets shall be hvo (2) years. The amount of posted warranty security for public improvements to be posted by the Developer shall be in the amount of $ 29,800.00, The amount, has been determined by the City Engineer, and is based upon the costs of the raw materials and labor which 11 would be necessary to correct the most common deficiencies in such public. improvements. The Cit), Engineer shall allocate the warranty amounts to streets and other public improvements and approve release of warranty ffinds after the respective warranty periods termin,rate. 33. Claims. The Developer shall pay any subcontractor within ten. (10) days of the Developer's receipt of payment by the City for undisputed services provided by the subcontractor. In the event that the City receives claims from labor, niaterialluen, or others that perform work required by this Agreement, and the sums due them have not been paid, and the laborers, materialsenor others are seeking payment from the City, the Developer hereby authorizes the City to commence an interpleader action pursuant to Rule 22, Minnesota Rules of Civil Procedure for the District Courts, to draw 11pon the letters of credit in an amount up to one hundred 125% (twenty-five percent) of the claim (s) and deposit the Rinds in compliance with the Rule, and upon such deposit, the Developer shall release, discharge, and dismiss the City from any ffirther proceedings as it pertains to the letters of credit deposited with the District Court, except that the Court shall retain jurisdiction to deter nine attorney fees pursuant to this Agreement. In the event that the Developer desires to make a cash deposit instead of drawing down the letter of credit if a claim is made as stated above, they shall immediately notify the City of this intent at the time the claim is made and shall delivery one hundred 125% (twenty-five percent) of the clalm to the City within ten (10) days of such notice in the form of cash or certified check. 34. Resti'lictions. The following restrictions apply to the property and all lots thereon shall be held, sold, and conveyed subject to the following conditions and restrictions, which are for the purpose of protecting the value and desirability of the plat and insuring that all conditions imposed by the City in this Agreement are properly recorded against the property. Said conditions shall rUn with the real property and be binding on all patties having a right, title or interest in the plat or any part thereof, their heirs, executors, representatives, successors and assigns: None. 35. Responsibility for, Costs. A. Except as other iso specified herein, the Developer shall pay all costs incurred by them or the City in conjunction with the development of the Plat, including, but not lin-lited to, legal, planning, engineering, and inspection expenses incurred in comiection with development of said Plat, the preparation of this Agreement, and all costs and expenses incurred by the City in monitoring and inspecting development of the plat. B. 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 development. The Developer shall indenuffy the City and its officers and employees for 12 all costs, damages or expenses which the City may pay or incur in consequence of such claims, including attorney's fees. C. The Developer shall reimburse the City for costs incurred in the enforcement of this Agreement, including engineering fees, attorney's fees, and costs and disbursements. D. The Developer shall pay in ftill all bills submitted to it by the City for obligations incurred under this Agreement within thirty (30) days after receipt, If the bills are not paid on time, the City inay halt all plat development work and construction, including but not limited to the issuance of building permits for lots which the Developers may or inay not have sold, until all bills are paid in ffill. Claims not paid within thirty (30) days shall accrue interest at the rate of 12% (twelve percent) per year. 36. Developer's Default. In the event of default by the Developer as to any of the work to be performed by it hereunder, the City may, at its option, perform the work and the City may then draw down the security established in Paragraph 17 to pay for any work undertaken, provided the Developer is first given notice of the work in default, not less than seven (7) days in advance. This notice provision does not apply if the work perfoniied by the City or its contractors is of an emergency nature, as determined at the sole discretion of the city. Should such emergency work be required the City will make all reasonable efforts to notify the Developer as soon as possible. When the City does any such work, the City may, in addition to its other remedies, assess the cost in whole or in part pursuant to any applicable statutes or ordinances. 37. Miscellaneous. A. The Developer represents to the City that the plat complies with all City, County, State, and Federal laws and regulations, including but not limited to, Subdivision Ordinances, Zoning Ordinances, and envitonmental regulations except where specifically excluded by this agreement. If the City determines that the Plat does not comply, the City may, at its option, refuse to allow construction or development work in the plat until the Developer does comply. Upon the City's demand, the Developer shall cease work until there is compliance. B. Third parties shall have no recourse against the City under this Agreement. C. Breach of any of the terms of this Agreement by the Developer shall be grounds for denial or revocation of building permits. 13 D. If any portion, section, subsection, sentence, clause, paragraph or phrase of this Agreement is for any reason held invalid, such decision shall not affect the validity of the remaining portion of this Agreement. E. If building permits are issued by the City prior to the completion and acceptance of public improvements, the Developer shall assuine all liability for the costs resulting in any delay in completion of public improvements and dainage to any public *improvements caused by the City, the Developer, its contractors, subcontractors, materialiliell, employees, agents, or third parties. No one may occupy a building for which a building permit is issued on either a temporary or permanent basis until the streets needed for access have been paved with a bituminous surface, unless a specific exception is approved by the city. F. The action or inaction of the City shall not constitute a waiver or amendment to the provisions of this Agreement. To be binding, amendments or waivers shall be in writing, signed by the parties and approved by written resolution of the City Council. The City's failure to promptly take legal action to enforce this Agreement shall not be a waiver or release. This Agreement shall run with the land, shall be recorded against the title to the property ' perty and all properties therein established by the Plat, and shall be binding on all parties having any right, title or interests in this phase of the plat or any part thereof, their heirs, successors, and assigns. After the Developer has completed the or required of theill under this Agreement as set forth in Section 8, at the Developer's request, the City will execute and deliver to the Developers a release or partial release (s) of this Agreement. H. The Developer shall take out and maintain until one (1) year after the City has accepted the public improvements, public liability and property damage insurance covering personal injury, including death, and any claim s for propet/ damage which may arise out of the Developer's work or the work of their subcontractors or by one directly or indirectly employed by any of them. Limits for bodily ii1jury and death shall not be less than $500,000.00 for one person. and $ 1,000,000. 0 0 for each occurrence; Iimits for property damage shall b e not less than $200,000.00 for each occurrence. The City shall be named as an additional named insured on said policy, and the Developer shall file a copy of the 'insurance coverage with the City prior to the City issuing further building permits. 14 Each right, power or remedy herein conferred upon the City is cumulative and in addition to every other right, power or remedy, express 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 to time as often and in such order as may be deeined expedient by the City and shall not be a waiver of the riglit to exercise at any time thereafter any other right, power or remedy. J. The Developer shall pay for all local costs related to drainage ins required to complete the constrLlCti011 according to the plans and conditions that are a part of this Agreement. K. Should development of the plat proceed at a pace slower than anticipated, and for that reason, specific terms of this agreement become onerous or unduly burdensome to the Developers, upon his/her application, the Cit), will enter into negotiations regarding those specific tennis and shall not unreasonably withhold consent to appropriate changes in the terms of this Agreement. The Developer shall demonstrate and maintain compliahce with the 1991 Wetland Conservation Act. M. The Developer shall be responsible for all on site drainage as well as for any affects that their actions may have on adjoining propefties. Specifically, the Developer shall maintain existing drainage tiles on site., and shall be responsible for any and all drainage problenis related to either the site drainage tiles or problems with on-site drainage facilities to be consti-Licted in accordance with this agreenient and plat approval. 38. Pi-evious Developete's Agi-eenient. Upon execution of this Agreement, Developer shall be released from the terms and conditions of that Developer's Agreement for RIVERPOMTE 4th ADDITION dated July 12, 2009 related to the portion of RIVERPOINTE 4"' ADDITION being platted as PROSPECTPOWTE ADDITION. 39. Notices. Required notices to the Developer shall be in writing, and shall be either hand delivered to the Developer, their employees or agents,, or inailed to the Developer by registered snail at the following address: Prospect Pointe, LLC, 5365 Radford Avenue NE, Otsego, MN 55374 Attention: Thomas Koerwitz. Notice to the City shall be in writing and shall be either hand delivered to the City Clerk at the following address: City of Otsego, City Hall, 13400 9001 Street NE, Otsego, MN 55330, Attention-. City Clerk 15 CITY OF OTSEGO M-60- BY: Jessica Stockamp, Mayor Tami Luff, City Clerk DEVELOPER PROSPECT POINTE, LLC STATE OF MfNNESOTA SS. COUNTY OF WRIGHT Its: 16 The foregoing instrument was acknowledged before me this day of 2013, by Jessica Stockamp, Mayor and by Tai Loff, City Clerk, of the City Otsego, a Minnesota municipal corporation, on behalf of the City and pursuant to the authority of the City Council. Notary Public STATE OF MINNESOTA ss. COUNTY OF The foregoing instrument was acknowledged before me this day of 20133 by the , of Prospect Pointe, LLC a Minnesota limited liability company, with authority and on behalf of the company. DR 0 AFTED BY, MACARTHUR LAW OFFICE, LLC 3601 Thurston Avenue North Suite 103 Anoka, MN 55303 (763) 231-5850 17 Notaiy Public 05-22-13 Ot0t y �k e I F 0 0 HINIt-EISOYA g FINDINGS OF FACT AND DECISION FINAL PLAT APPLICANT: ProspectPointe, LLC APPLICATION: Request for approval of a Final Plat for 16 single family lots to be known as ProspectPointe Addition. I CITY COUNCIL MEETING: 28 May 2013 FINDINGS: Based upon review of the application and evidence received, the City Council of the City of Otsego now makes the following findings of fact: A. The legal description of the property is Outlot A, Riverpointe 4 th Addition, City of Otsego, County of Wright, State of Minnesota. B. The subject site is guided by the Comprehensive Plan for low density residential land uses within the East. Sewer District. C. The subject site is zoned R-4, Residential Single Family District. D. The applicant is proposing to final plat 16 lots within the area that the City Council conditionally approved a prel i rn i nary plat for as Riverpo inte on 10 August 2000. F The Request for City Council Action dated 28 May 2013 prepared by the City Planner, The Planning Company LLC., is incorporated herein. G. The Engineering Review dated May 22, 2013 prepared by the City Engineer, Hal anson Anderson Associates Inc., is incorporated herein. H. Final plat applications are processed without review and recommendation by the Planning Commission unless determined to be necessary by the City Council in accordance with Section 21-3-3.D.2 of the Subdivision Ordinance. DECISION: Based on the foregoing information and applicable ordinances, the application is hereby APPROVED subject to the following conditions: 1 The construction plans shall be revised in accordance with the City Engineer's Memorandum dated May 22, 2013. 2. The City Clerk shall record the Final Plat and Development Agreement with Wright County upon approval of the Final Plat by the Wright County Surveyor. 3. The single family lots shall be subject to the following lot requirements- Minimum Lot Requirements Minimum Setbacks Lot Area Lot Width Front Side Rear Corner Interior 121000sf. 75ft. 3 5 ft. 35ft. 1 Oft. 20ft. 4. All street designs and construction plans are subject to review and approval by the City Engineer. 5. All easements are subject to review and approval of the City Engineer. 6. All grading, drainage and erosion control plans are subject to review and approval by the City Engineer. 7. All utility plans are subject to review and approval by the City Engineer. 8. Type 3 light fixtures shall be installed by the developer at the terminus end of the cul-de-sac and at the southwest corner of the Radford Avenue and 58th Court intersection together with payment for two -years operating expenses. 9. The developer shall satisfy park and trail dedication requirements for the final plat as a cash fee in lieu of land equal to $2,635.00 per lot or $42,'100,00, 10. The developer shall execute a Development Agreement with the City including provision for payment of all required fees and securities required by said Agreement in a form approved by the City Attorney. MOTION BY: SECOND BY: ALL IN FAVOR: THOSE OPPOSED: Attest: ADOPTED by the City Council of the City of Otsego this 28th day of May, 2013. Tani Loff, City Clerk 2 CITY OF OTSEGO By, Jessica L. Stockarnp, Mayor CITY OF OTSEGO COUNTY OF WRIGHT STATE OF MINNESOTA RESOLUTION NO. 2013-30 RESOLUTION APPROVING DEVELOPERS AGREEMENT- PROSPECTPOINTE ADDITION WHEREAS, Prospect Pointe, LLC is seeking approval of a Plat known as PROSPECTP OINTE ADDITION; and WHEREAS, the approved Plat requires construction of public improvements and payment of City costs and fees; and WHEREAS, those obligations are contained in the attached Developers Agreement including a petition for assessing certain of those costs against lots within the Plat over a period of three years; and WHEREAS, the Developer's Agreement also sets forth the security required to assure satisfactory construction of public improvements and establishes the various remedies available to the City in the event that Developer breaches the terms and conditions of the Agreement. NOW, THEREFORE BE IT RESOLVED by the City Council of the City of Otsego, Wright County, Minnesota as follows; 1. The attached Developers Agreement between the City of Otsego and Prospect Pointe, LLC is hereby approved. 2. The Mayor and City Clerk are hereby authorized to execute the Developers Agreement on behalf of the City of Otsego. ADOPTED this 28"' day of May, 2013 by the City Council of Otsego. MOTION TO ADOPT the Resolution bye Council Member. and seconded by Council Member IN FAVOR: OPPOSED: CITY OF TSEGO Jessica Stockamp, Mayor Tami Loff, City Clerk " / WV PPOSPECTPOINTE ADDITION r� ' I , ' I r ' ,call IN 1111 r r1 1 'r 1� T1N Alokk i 0114 Wlayl fh4in 01 M ••., r r\ �� 'c1 erl Cased a+� k!e rrr�lti Cn1 of lei T, ti 4 s, RNERP42itE aka,Dar►�r rhkh 4 t r ' assumed la hmt a >y►14 d $b11TR'E. l` p � � �� i Mroolil irpn macwnink fowls a flinakis 1/2 lack ty 14 loch Iran pigs let ,. marked V tleanle Ha. 24329. fx^aGKpi and ulrq nsimntl are thein N'R 4 064 s flit M ea aid ad Gat r41, ' `" ,'� ,4,e akhrrr,ee Gnd�ated and teeq 10 fart In ,e dl4 and p9}prtnq limit rigid at rcy Etta and clan law I'�ntt, µ�Jeli *tMhlli Milli 6n khi paL be as R HhSRGFp E a3RRG r �'IVb- POINT- RD �!�7�1IfCJ1U KNOW ALL PERWIS BY THESE PRESENTS: That ProspsatkAto, LLC, a Mlnnevoto llmlted kWAy company, fee owner of - I, Jeffrey R, Rousch do hereby certify that kit's fat was prepared by me or under my dir#ct aupimsion; that the following described property situated in the County of Wright, State of Minnisota, to wit: I am a duy Vicensod Land Surve or In the State of NInnasota; that this plat is a arrack representation of the krourdary survey" that all ma h#maklcal deka and lobafs ore corricUy dslignak#4 an ihll p4at; khat oU Oudot A, RNERPOPTTE 4TH ADDITION, according to the ri orded plat thereof, Wright County, Mlnresoto, monuments dapictal on thle plot boyo 4aen, or will be carrocq sat wlilrin one year; that all nater boundories and wet lands, as defined In Mfnnasota Stakukss, Section 505,01, Subd, 3, os of th1 date of this eertifisots ore shown and labeled on this plat; and a.1 public ways are shown and labal#d on this pbt. Hoe caused the same to be surveyed and plaited as PROSPECTPOINTE AM, and does hereby donate and dedicate to Dated kilo doy of 20- 0s. pubEc for pubro use the p lbft way and the easements for d0oge and u9ity purposes as created by this plot In Qnsas whereof sold ProtpsclPointe, LLC, a fdtaeesota rmlted R19ty company, has caused this# prassnte to be Jeffrey R. Rousch, Ucsrs#d Land Surveyor Ulnn000ta twins# Na, 24329, signed by Its proper offkor this day of 20_.- ProspactPolnte, LLC 0 , its -- — -- - — STATE OF MUM COXY OF = The foregolnq Instrument was acknowlsdged before me this — day of , 20..._,., by of ProspectPalnte, LLC, a Minnesota llmltcd 110lity company. (Signature) (Name Arirtdd} Notary Pub,, — County, Minnesota, My Commission expires PElte1EN LN 5Ur1'211,% X. tAriCIfHSOH,10 ENV MAP Sittbn I, Tarr01N Rave 21, Wait c6vv, Olisoto, WRIGHT ONO SURVEYOR I hereby c0fy lilt in accordonce with Pinnisolo Statutes, Section 505,421, Subd, 11, this plot hos bean revlewed and approved this day of � 20, Wright County Surveyor MIT COUP AUVOR Pursuant to Minnesota Stokutss, Seotlon 21212, there are no dlfrqu#nt taxes on ih# lord hereinbefore described on this plat and transfer entered this day of , 20-- 13y; STATE OF MINNESOTA 00UNTY OF MEEXER The foregoing Surveyor's Certifisati woo acknowlidged before mo this — doy of 20— by Jeffrey R, Rous* Land Survag Onesato Lkenea No. 24329, WRIGHT COUNTY TREASURER Pursuant to Onesoto 5katutds, Section 505,024, Subd, 9, taxes poyoble for the year 20._,... on the lard hereinbefore described have Wendy S. Rousch been paid this day of, 20— Notary 4Notary Puk, maker County, Mirnasoko,sr My aammleslon explres Jonuary 31, 241b Wrighi County treasurer CITY COUNCIL, CfrY OF OTSEGO. MINNESOTA WNW WUN Y RECORDER This plat of PROSPECTPOINTE AADrTIAN woe approved and accepted by the City Counel of Otsego, Minndsota, I hereby artily khat this instrument was filed In the office of the County Racardar for record on this day of of o regular meatlnq thereof hetd this — day of _ - .. -- 20,..w,, and 1014 plat Is in , 20—, at . o'clock., M, and was duly recorded In Cobinit No, . S!tsve _. as compkmo with the provi ions of Mlnnllato Statutes, Soctlon 545.03, Subd, 2, Numsnt No. By ,,, Mayor. Attest; I Clark, Wright County Recorder PROJECT LOCATION INDEX H Er NO, OESCRiPRON COV SHEET cOYPOSITE UPU Y PLAN SAWARY SEER 6c WA TERMAIN PIAN 4 STREET do STORY SEWER PLAN STORY WATER POUQUON PRUNRON PLAN8DETAILS T IDETAILS PLANS FOR: P osDectPo'lnte Addition Otsego, MN COVERNING SPECIFICATIONS; 1. CITY OF OTSEGO ENGINEERING MANUAL 2. THE MINNESOTA DEPARTMENT OF TRANSPORTATION 'STANDARD SPECIFICATIONS FOR CONSTRUCTION' LATEST EDITION & SUPPLEMENTS, 3. CITY ENGINEERS ASSOCIATION OF MINNESOTA (CEAM) STANDARD UTILITIES SPECIFICATIONS, (LATEST EDITION) 4. ALL APPLICABLE FEDERAL STATE AND LOCAL. LAWS AND ORDINANCE WILL BE COMPLIED WITH IN THE CONSTRUCTION OF THIS PROJECT, N CIYLENGINEEft LWPLANNING I haeby catlfy chat thle Plan, spedl>cath or rer hos been prepared by me a CAMPION `113WPWaer Gaoler, ENGINEERING P.O. N4 749 port undemy ftect wpa lk and that am a dayy Ilcensed Profesalonol Enftaer dl 901 yarn, uR M1 Pliant 763--479-5172 SERVICES, INC. Fait 763-47R-4242 under 0 the Stale of MNisoto, i,1 ��•,. E -Voll: mCWftiPi9 xm&nel wn Untln P. rmin4m -lit, i Inns rmle' PROSPECTPOINTE ADDITION PROSPECTPOINTE, LLC OTSEGO, MN OWNERIDEVELOPER PROSPECTPOINTE, LLC TOM KOERWITZ 5365 RADFORD AVE NE ROGERS, MN 55347 ENGINE CAMPION ENGINEERING SERVICES, INC, MARTY CAMPION 1800 PIONEER CREEK CENTER MAPLE PLAIN, MN 55359 wi. k SURV PELLINEN LAND SURVEYING, INC. JEFF RAUSCH PO BOX 35 HUTCHINSON, MN 55350 PRO,ECT NO. COVER SHEET 12.023 SHFF T NO. 1 OF 3 SHEETS DAT�5lO$12D13 OUTLOT B �� i+3 5� 14=671.7 4 iB `SrIF4 POND 1D BLOCK I its vi Ur.,97,9 11 OUTLOT A j � w Z 12 0 Q �a 13 � � � J • Ta 8h1.1 14 f Q 15 16 Q 8 SE�r'tiYS � 1� R X977 it -837 ! Y� 1 6 1 VH rR= to � -goo? cs B a Tv,aK.za � a (1L SkWy SEr�rY#S ND ON 0 I c ` 0 RIVFRPO1NTF JRD ADDIT0 U1llP,1G 9CNE H Iihi N ' CML Er4GIwifft LAND PLA ino CAMPION 1800 Pioneer Crank Cantor, ENGINEERING P.O.Box 249 Maple Plah, utl 55354 70-470-5172 SERVICES, IN Fu 763-479-4242 r,mrnp�n ,p len aafi I hereby oarufy that thle fan, epedl,eatlart or rapert hot bean prepared by me or War my direct euptn bn and that I am a dui Ilaaneld Profaeilanal Engineer anu d the of the State of �lnneeata, i �- 05/01/2013 � j'� f `� T j � J ❑ + j] [ j'► j] j r ADDITION P ` OS ECTPOIN ! E f' DDI 1 IO Y PROsPEcrPOrNr r_tc I OTSEGO, MN COMPOSITE UTILITY PLAN PROECT NO: ryry � �-�L3 N4. CATE OESP114H SHEET NO, 2 OF 8 SHEETS DATE: 05/06/2013 PENSt4HS Nart� P, !an -t1a. 19941 Oalx z 0 I iY mom, TNN EAST SIDE 4F WORD, 65' SOI!►H OF 0 COURT 0204-M RM: 1 I ALL SNNITARY ma SERVICES STTALL BE 4' PVC SDR 26, 2. ALL WATER MM SKI. BE I' TYPE 1f COPPER 3. ALL SMITARY SEWER SfL4L BE 8' PVC SDR 35, 4, All WATIIM WN SH4LL BE 5' W. S,SEWER AND WATERIM WTRUC0 %& WORM T4 THE REQUIREMENTS OF THE CITY OF MEW'S TOREERWG MWL4 . 6,DENG IITXR INFORUATM PER SUR+IEY PRPAREO IV PEWO M OWN, WC,, AND THE CITY RECORD PLANS, 7.99ATIDN OF DENG UI>!lTrF.S %U BE V'NED PU T4 C4NSTRt1CT&L MOW LEVEL ELEVATIONS PER SATIRE-IiER(1gU±ST GRADING PLAN, ■813,52 . i9 679 I r- i01 L9 C9 IR. 17.7 f95 i�•sla9 U=t97 1R j G' 019.! OUTLOT B � {g � �h1F� � 1 ORhF11C SCrUE Mi FiET I CMLENCsItrE€ft l.Ahi6PLANh1NG CAMPION 1640 Pfaneer Creole Cantor, ENGINEERING 1,4• Bok 249 M4ple Ia1ah,11R 55359 SERVICES, INC. Phon+X 783-479-5172 Fax fot mowvw420rarnpknon4wm 1 hereby certlTy ih4t fh>r 81411, eped6c4 ort or ropart hoe boon prepaid by me a weds m direct eupOibo and tbat 1 om o dd Ikoneed Profeoelond Enghoor under I, raf $6 Stat$ of knouto, s� �- � 05/01/2013 POND 10 FES tr-0i1,9 1 Ia SATE OESfRPT�fI W:tn �1M1::l bSe.] 'Ir 411.688,4 ��BpLOCK LLE■694,4 W - 1 MarLln P. fan -Lia, T99DI Oatac P lifi 11 '4 9#42 NUT A LLE■8 U 886,4 LLE■WO \a 9 w Ro, 12 U4 LLE■899,5 �l 998.4 13 W/ 6GY ' t� LLE■942.4 SNI 895.5 Q ' �Y= .G 14 LLE■903,4 LLE■944.4 1 M 6' ow1 8 15 16 0 �. 8 • U.ER888A 4'R sfsvccs 432$ ,� Q ti 14' ISBN + 899,4 CONREC'T 21R T4 E1{ WM, h2 llf■8910 v� STA 5+57 7 5993.4 r LLE•891.4 �l�R ��I I 5:z N. 20 Iy r J IJf 144 S 84i•4 H2 ce uH �=LIii.S LLE■941.4 I!N■895 � "r•a; 9{V■896,4 rtu•4?•i2 � � 5 699.4 �_ ihk=9)1.29 ca ■943.0 Q{ 4 oc $Mkiv / 7- 1! 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Phon+X 783-479-5172 Fax fot mowvw420rarnpknon4wm 1 hereby certlTy ih4t fh>r 81411, eped6c4 ort or ropart hoe boon prepaid by me a weds m direct eupOibo and tbat 1 om o dd Ikoneed Profeoelond Enghoor under I, raf $6 Stat$ of knouto, s� �- � 05/01/2013 PROSPE�T��INTE ADDITION r r1+ RROSPIECTPOINTE, LLC OTSEGO, MN SANITARY SEWER & WATERMAIN PROJECT NO. q I���� Ia SATE OESfRPT�fI SHEET N O, 3 O E 8 SHEETS DATE: 5!0612013 RE41SI4fi$ W - 1 MarLln P. fan -Lia, T99DI Oatac P CALL 48 EM BEFORE M: MUL 09 ONE w TWIN CR AREA 651-454-0002 VN. TOLL FREE 1-800-252-1168 1. THE COMTOR 0Z CONTACT ALL APPRORATE W COMPANIES AT LEAST 48 HOURS BEM A1W EXCAVATO TO REM EXACT FIELD LOCATION Of EZ N0 UTILITIES. IT SHALL BE THE OWBILITY OF THE CONTRACTOR TO RELOCATE ALL nM WHICH CONFO WITH THE ROM IMPRMUM SHOWN ON 1HE RA. THE LOCATIONS OF M1 RM VALL BE OBTMED BY THE CONTRACTOR BY CALIX WE STATE ONE CALL (1-800-252-1166), 2, WM NOTICE TO CONTRACTORS; IN ACCOIM VM WMY ACCEPTED MPM PRACTICES, THE CONTIWO WILL BE SOLELY AND COMPLETELY MM&E MR CONM ON THE M SITE, MOND SM OF ALL PERM MO PROPERTY IDURINO PI)MMU OF THE WA. THIS REWMENT WILL APPLY COQUOI.MY AND NOT BE NU TO Wk MW On THE DUTY Of ME 000 OR THE MW TO 0OW MMICTION REM OF THE CONTRACTOR'S PERFORMANCE IS NOT MKI) TO K9 REM OF THE ADEW OF THE MWORS SAFETY YEAS' M IN, ON OR NEAR THE 01SRICTION SITE 3, THE WRKTOR SHALL BE RESPONSIBLE MR PRWON AND MORN MN TRAFFIC CDM WO SUCH AS BARRICADES, WON SIX ORCTIONA. W F[W AND UGIT TO MM THE MG(T OF TRAFFIC WHERE NECESSARY, TRAFFIC CONTROL DEVICES SHALL WM TO APPRWRikTE UMTA DEPAW OF TRANWATION STANDARDS, 4. ME WXW SHALL RESTNT ALL MOWN ACTM TO AM END ON THE RK 5. k SOL MIN MALL BE COIIIPIETED BY THE WhWS SOILS DM THE CONTRACTOR SKU BE RESPONSIBLE FOR =MTINO All REWIRED 01 TESTES AND INSPECTIONS WITH THE SOILS DOER. 6. PER TO RAZDIT OF ANY S%= OR PARENT, A TEST ROLL WILL BE REWIRED ON THE WK THE CONTRACTOR W PROW A LUG TANDEM AXLE TW W`IH A CROSS WEN Of 25 TZ THE TEST ROLLM ZU BE AT THE DIRECTION OF THE W EWNEER N SKU BE COUPLETED IN AM AS DIRECTED BY THE SOU DOM THE SOU ONEER M DETERMINE *0 $ECTIX ARE UNSTM MCTM OF THE MRADE SOU M BE COWED IN MW WITH THE REMBEIn OF THE SOILS DWER AND AS W", 7. 9 IS ME CONTRACTOR'S REMBILM THAT ALL SURFACE WMATO 0 ANY TOPSOIL OR OTHER IK SOFT OR OTHM LWABLE VATERIAL BE MM FROM THE ROAD AM OM AREAS AND KONO PAM PRIOR TO PLACEMENT OF kd ROW 9 DKCB BY THE SOU DONR 8. ALL DOW UNSURFACED M ARE TO NUENTELY RECM FU INCHES Of TM SEM AND W MID BE W47M Lfft A HEALTHY STAND OF MS 3 08TA10 9. CONTRACTOR SHALL AW ARO/Oft CUT D= PARENT AS NECESSARY TO ME A WTH FIT AND ODNTIM WX kN MATCHING PASUff AM AM/OR M. CM NOTESi THE CONTRACTOR 3 SPECIFULY WW THAT THE LOTION N OR WATION OF DM MIES AS MON THESE MA a ERASED ON KOM OF THE YAM OOMPaS K, WHERE POZOLE, WEAMDITS TMU IN THE FaD. THE WORUATIN 6 NOT TO BE RELIED ON AS BONO IXT OR METE. THE CONTRACTOR W9 CONTACT ALL THE APPRMTE MR OOWPANIES AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REM W MD LOCATION OF OM IT %U BE THE RESPONSIBILITY Of THE COMTOR TO RELOCATE ALL D= aW 00 CONFLICT WITH THE POW NPRORM NO ON THE M& THE LOCATIONS OF SKU LITANIES MU BE OBTAINED BY THE CONTRACTOR BY WX MR STATE ONE CALL AT 0-252-11166 OR 651-454-0002, mm.im= 1. ALL MW CONTROL AND SILTATION COM WILL WRY 0 MESONS BEST WMUENT PRACTICES MANR A REGULATIONS Of THE CITY, 2. THE CXWN MU BE FAMILIAR WITH AND FOLLOW kl REQUIREMENTS Of THE WCA HPOU PHASE H POW MR ODIMM OMES WMNG BUT NOT WD TO. WMY EROSION CONTROL INSPECTIONS, MM WR 0.9' RAINFALL OR MORE AND DOCUVENTATION OF 41 ODRRECTIYE I&M BY ROHN WNW, ME CONTRACTOR MOO= THE TOM Of THIS PERMIT AND Awz TO ga By moll 3. THE CONTRACTOR MU PERFORM ANY 0DWXK WM OM BY THE CITY OR ME 9* PM 24 HOURS OF NOTIFICADW, ALSO, WM NO COM MEASURES DEEMED NECESSAR( BY 09 THE V OR THE UKA SHALL K 10kM M 24 KO OF NOVICATION, 4. ANY OMH OF IT OR U ON NEW OR D= PAMU, IN WOM SEDIMENTATION &W OR IN EXIM SWAB V& BE KMD NO EACH RAIN AND AFFECTED AREAS CLEANED 5. ME 0" W 09 MWE RESROHW FOR CONTROLLING ALL SILTATION INCLUDING BLff NOT NITER TO STATED M M W "=p'AjND(0R SLT F= WM SHALLCOMMM WITH GRADING AND OWE PROW THE MGT L ACCEPTANCE OF THE WN BY THE NO, THE CONTRACTOR'S RESPONSIBILITY KUM ALL DW 0 IURWATM AS REQUIRED TO WV RU AND THE DRONO Of SILT, THE ME MAY, AT HIS/HER OPTION DRECT THE WWOR IN NS/HER WIM AS D08 FIT TO PROTECT PROPERTY AND WKWITS, 6. A DEPOM OF SILT SRO M BE KM AFTER EACH RAW AND AFFECTED AREA WANED TO THE S0940 Of THE M ALL AT THE DM Of THE WOKE, 7. THE SILT FENCES %U BE RDW AND THE SILT MW FROM THE POWNIQ AM 0Y THE MWOR WO THE TLIRF 6 ESTAM. 8. ME CONTRACTOR M BE RESPM FOR WNPLIANCE WITH AND X MONITORINO REOW OF THE VA GENERAL M WATER PEW FOR CONSTRUCTION XM, 9. ALL DMIRDED AM, EXCEPT THE ROAD AND DAMES M BE RESPDRED WITH A MHWUW 4 INCHES TOPSOIL, SEEDED AND RM CHIN 7 DAYS OF COURM OF SITE M. SUON ZU BE IN ACCORM MM MT SPECIFICATION 2575, M 280 0 50 195 ACK OR APPROYED EM). DOW SM AN M BE SW AND MULCHED IN ACCOMIX VTH MINT SPECIfICAM SW UWNG ORTY SHALL BE TO TONS PER ACK, FE LIZER (22-5-10) %U BE MED AT A RATE OF A POUNDS PER OE 10. MEMPON %U PRM H THE I&= SEQUM- a. DW M SXXE A PRE-CONSTRUM MEER WITH THE CO. b.INSTALL ERM CCINTROL MEASURES AND ROCK 0016R)CTION ENTRANCE, c,MXT CITY FOR APPROVAL Of 00 COM IHSTALLATION. 4. mm TEIMARY mm Off gio/sm MR c1WNTAIN RM NEORE, I.E. SV w CONSTRUCTION DRM 1. COMPLETE UTILITY AND STREET W61RUCTION, 11, 2 INSTALL SEED AND MULCH ON AM THAT ARE NOT TO BE HARD SURFACES. STON KWER RM AW RM DO SEM W BE allTELY PROTECTED WM AND 00 PARENT CONSTRUCTION UNTIL ALL MTM AU ARE STABILIZED, CONTRACTOR SHALL PLACE VIR41 FABRIC N ME 00 ALL CATCH 11% ORATE KM Uft PAYING SURFAM ARE PAVED AND THE SR RESTORED. 12, SIMILE AREAS W REMAIN ON THE SITE FOR MORE THAN M DAYS SHAd BE SEW, UOLOG, AND SURROUNDED 8Y SILT FENCE 13, ALL SEDIMENT W BE RRIOVED FROM THE PONDS, AS NECESSARY, PRIOR TO COMPLETION OF THE PROJECT. 14, THE CONTRACTOR, AT NO GM CUPENSATIM, SHALL BE RESPHRE FOR PRGMDM THE SW Wax. 15, ALL INSPECTIONS ANO WHENANCE CONDUCTED W CONSTEM MUST BE RECORDED IN TWRX AND THESE REM IIM BE RETARD 0 THE WPPAN D MADE AYM KIRK 24 HOURS Of BN REWIESTED. REM OF EACH INSPECTION AND MMMKE M SHALL INCLUDE' o,DATE MO TIME OF INSPEM, I)INAME Of PERSON COMM INSPECTION. c,OMCM AM TAXEN (INOLWM DATES, W, AND PW ONPLETING MKRM ACTMM). HATE AHO AMOUNT OF RWALL DM MTER THAN 03 INCHES IN 24 HOURS. 18. NWM RM CONTROL W WILL BE REWRIO FROM HM BULDRS AT THE TIME OF HOME CONSTRIXTION. W 1-- z 0 n ry w N CIVIL ENGINEEF&O LAND PUNNING I hereby c4mly 1"t tAll plan, splopcQuon CAMPION 1600 ftw Oro* Cmtir, or report has been pfopored by me or wder my OKI oupinfilon and that ENGINEERING P.1,, Im 249 " "" 'I'7U-479-5172 1 am a dd 1�wwl profeawd Filgirleeil (c rPl* SERVICES, INC, P - ender th �w f the State of knesola. In 70-4711-4242 moa VWftqImm;wn 0510112013 VAn P. C&dpim -Up, 119901 Data: 410 6 )00� �0"' �r RKRPUTE Z AMMON PROSPECTPOINTE ADDITION PROSPECTIFOINTE, LLC OTSEGO, MN akw v"a N Fir STORM WATER POLLUTION PROJECT NO: PREVENTION PLAN 12.023 I JDATIE: SHEET NO, 5 OF 8- SHEETS 05/06/2.013 t ! !i LINE RESIDENTIAL CUL DE SAC URBAN SECTION N3 StIIE F , �� STANDARD PLATE NO. a c rlr trl+r sn r<� 108 e FE1]$L S -1C-1 Y EO' 1E' aaa-a 16' a u 5F P' - SLOFE SLE FLUE 704 IT IH CN, S' W;4E (Xi CUF3 & CO!;c6E 9-x1 Ala( OH A 13 EHLYN'4US VAT 0014 FLICEO UH AFPR°}i(0 SL"24RA0E'14?FR} E0 SL'10FE ([ITHER S CE) C CLASS S GkIi @4t (YF.FIEO) 23' VDIH Ti AF i,i0 SQFM D' W OTH S131[CT TO FEVV if DVAU11C4 SOLS MSEER '+ Y N 4 U ALL0iii CES 14 rH 6aiSs till R YAM U LESS THl'I 2} REC"1,ES 4'° G16EL EASC IEHEATH CC'4(REIE Sa[NILK 41 U El k YAU E IS A YEASU;C (F EV'.A.Nru(HT SEUL PE!is rE SIFMir4 AS (E1EF'u kED it i}4E k,Ett4 S,A:ICYEIER VETHCO jo$ YALL[ IS THE CUUt^L4Tilt OA,LA4E EMU GF UH,,. -LES 01."Rt43 THE CES.N LIFE OF A 1`10-.0 FAIEU[NT, LOCAL RESIDENTIAL URBAN STREET SECTION _— 9 TON N0 SCALE iLr lOVTVS•YA�G+�D STANDARD I PLATE NO. C, ri 4o,t i^lt � 114 U u Ilbi it OP LUP3 11) ] TO EEMUM 10 � FRGF0SE0 UTA^NS � FLAN u STEEL NSI PAINgCO ELLE FILL AS R[CES50f i Q a c 5 *-EtTma S(+6 1 {rfFCR WATER SERV1{E -CU"3 E):{ VFLS FArTEF4 GE41, (+;(K CU3 EO4 OFFE1 WA,( L1v4 ''FIG TAR" SAfiIIAAF SEn[9 ° NOTE: 0 ALL i EsrEs Lowio AITx4 r [fETA1S SHALL 44E FO;D SEF ES A LID CG1E55 e (51LFFL40 V (1111 FLACED 0',CR Nt PAM. s WATER SERVICE DETAIL ro Sr1LE L'h4isrU?EE0 S("• U!•P+SrU°'[0 SOL AT EM LAt I `T�n•.. �:,r: 1 "' 1 e, NOT LESS d NOT LESS %0 6' C TH64 S" p SECIlom I I SECTION "A r AT EM 6 2SO4 FSI NVETE s�9+ {s;• r-0 za B4Y sl�[1i,rH z j 0 LESS N 1 + rFm 6' SEC110H k 3' � oD',(k r�rrN3 ENL4sED 3 14 (C`b:-Ell'WIN r rOl1[,HILM CA + AJLO:0 FAF[R Mi TO MV) AFFFOYlO rnu OTO STANDARD N0. Ffl it0 t� 4?O+JT 6rIlO4 TO Sl(4E JYAN roi F•.FE AS $ROAN wi r H1 SEAL ALFA fitiV A-RR4AS BT EN;NECR AK41RSTALLFa SEA 25 M SER,i XU7,NN0 r0 THE PF[ S1E AS S I')A Y1sufAMM'S INSTNcRiNS. GISEE f1Fi^:ALS MON. AOFJ$I 10 FIKIi!!E0IEE 0A :-'a+,0 AS VEC'F0 J ION S;.4-•FG°4 Ili PipC SCCii{?i CFLIfiESr G'AYEr[R F,rESr1i FIFE wulCpGIrF d}IUST'i} Rti SECT, ON A A hE[NL4 R-1175 03 [OVAL I r r �- Y4LSE €O4 ASSEYELY U1VJu (2) Ak0 CASriS'7 (1+F,[4L) SEE SEMI,: ui I p -SELL( PuSF Y11'4t f (4) FLA1E Na 7n• oa U11 4' A971t ogo1) PLAN "c i wfn GFEEH S.4S I SEO TOR LNL1:i; 6F0'Jl MOM A0J11ili!6 P Yi5 Ati) - PANT 7 � "9ASE, VAL1'E k Sl0(r,S S~+4.L1 It UEIAL 0R PEW11"I LASr"'+J. thV;Ef SEAL (SEE SIAti)AF0 10 EI WRA#FCO'Al`H COMM FLAIE N0. SES 0T 310) r F,4E4U5 AIL0610 2 LAWS 0r 4 VL ; uIKHGLE 04SE ALL O1SE'O 54:1rARf U1!,h4LES UENSfVFE FnOOF E41H S OE$ [S -S3 I� = 4FFa4'rO EOUAL 'a 7 r(<v.K[R SIM, 0AS1[I (m. F4SiTv"N (TEl13 4�7SITM1E S1E(HK4CAl { 3126 !TFE B) 0.R A 0 STEPS G4 SEALS FLE417AE SLEEYI � CCv?ACT(0 01L1 Fll WA,EI[4J0, t S0L0 C'Yi1(ff El?:AS FFFF.O'"EO EOVAL Eaa4 S[FEIu 43:. ►FPRC'r'[D SIM PER L4Tt p)i CAST `-514'LB, STEEL STR1F CLOD + 1 4 1 TF R + ' :i sv P,L F,FE SIZE VAE'iS U,4 ! % 12+ V4lC�1P FLUE fi.] (1E0 A LOYFFESSA}4 alTd [P1rf E:LIS 4ti0 S"$[ A+43 SCt'fCnJLE GASKET $Ell NAS 0 'a014 14;11 A5 940111 04 Pti I I 16'0.( HALLS TO EE C(FSINVE0 -S[A[R r:'v[ S LF .10126 P,'C 0; r E(+S1 SEaTiW+$, AONIS F.RE SIZE AS SN11614 C^] 1101 COAT MEER 4, SHALL EE CONSIRV(IEO WITH (N FLJM 1 OASKfTS ORE }IS S' CChrISE4 0-RT10 DASSEIS j 510 f4 iFr L"y Sim CCti4:5ClE MIS < � FI'rE � s[fi A6 4S' SENO a Al FP(+ERTi ur.0 RfERf 1G' rFOA 114 8' X R" R43s(R'NATtYFfl40F i t f CIS ;EIS FE101i FOR I it FaASM AT U yl FIFE INSERIS r [L4VA.rry1 As Fr�r[Rrr l r G:[SArT TEE [A{ ail i•. ti __�_J PdFEk SEPIICE C4 `.:Crv4 L A(�t YALIES :HALL EL F11EE0 6ITH Er1EN$k'4 SIEaS, TOA ki[FRAI [UA4 e. UKASE ii C{'r;cEiE a ES'd] r.t 4FtTA1FV3 Nur 6 EASE 4R NTD,'Al E1S( FOR Lich EA,N) (w�4 10 W rsH I DF THE $uTr4CE. Y Av >A 6 itiCK r ! ALL AA1N;'M LESS 1H14 14 Ir AfLrVEr" (GRA, _VE t. „ . Et[P 1N(FEASE east 2' rEH 5 rr RE51SUKI STEEL) 1 ; ('itiCAErE SUB cr OEPrH E[1G,e0 14 Fr ! S : x _ G2M [LOW AS s4uR4 LINE- EE AA1NOLE NOTES! z SHALLOW SANITARY MAIN $G SLEEVE NOTES: SERVICE �t /} $1h41H FM 0N F114MMI 501.1. EE A VtiY"3Y Cr A ' _SERVICE- CONNECTION TYPICAL RESILIENT WEDGE 4 "ht(I TO OUTLET Si4;lC LN Ytt FASJC HIi A4 F1i SUM 51 EE NEO)FENE uAIER'1l -- VALVE $L BDA INSTALLATION y A;EA Cr NOT LESS IH44 0,12 S9. 14. L UEE110 THE F'VQ MSIS Or AST4 C-441 I t FET IT, CP W-SHT, a OR AS APPROVED &UNDER WATERMAIN COST; 0 AN7 FFECASI F?i^3S ALTEPNAIE cu FLEA13LE SUM C-LINS10!,S EH1u (4%FO.0 R11 Ia'HEH &Eri�'�(0) PILL It SET 04 A ,E, TO PiSTMIMS. S} SrIL[ �T9 1LL V P10 S( . ^_p SANITARY SEVIER STANDARD MANHOLE TYPICAL. WATER TIGHT SEALS I1 !:0 SCALE NO VALEAm 1u q` AiFFC'rED �` �` Rt APFdI7Ea — 3: ArPRO'EO .,r;r P OT��GO STANDARD PLATE NO. It s `"" STANDARD PLATE NO, STANDARD PLATE ND" STANDARD PLATE NO. OTS GO , - F V+3 a a2 OTSGO OTSEGO s 1G aT A ro - r Fs YS 0 3�D r FEV`iSEO 3jJ 1 Y t� r•t c,� ar, Q1 Eti1SE0 205 a SSD 0P t+ r:I sirs rsp �u J S'10 01 1r rFl cmt e� ;�� 9-10-0P trrrtt� c•ul:w �_ _ ---.._.-_ - Y ' N CII&ErvGNEEAu LANDPu4NM1wG I hereby E;ariify that Ole Oon, pedflcatlDrl PROJECT NO: CAMP ON or report has been prepored by me or PROSPECTPOINTE ADDITION DETAILS 180. Pbn4}41r desk tinier, Under my ftmt eupervleion and that P,O. joss 249 12-023 ENGINEERING I am a d1,1y 11msod Profeeebnol Enpheer Ph,, Ptah, 65172 LEnder the ! al the State of uhneeata, PROSPECTPQIiUTE, LLC NO. DATE Dawn H SERVICES, INC, at to 763-479-4242 i`I ?`� 'r�. Lr 05/01J201 DATE: m E-t,al, maomplanOt�lrlpbnen%wn uartI l P. bn �� ,asol 1atT OTSEGO, MN S H E ET N O r 5 OF S SHEETS 1 0510612013 F7 Lei 1"5 UT [�LOII z°x3 E W E .Qli u a FO:U 1/2 IRE SLC71,H Of LIKIST EOAutt[R FE L F TL5 9 Y-- GV'^� o z g k1t 1' +E+7if CJs4 �i SH E,SI,F , 5 III(MiL SEAL u [ a RE n 3 Q ]+J (jl U.4N, All MIT Pnl r _ o ,rr 1 I NU d� ' I GRDUT &)1TCU S6 sICF[ 100090 P.RE AS SHOoq + ".W1I 4• - SLR,CC SILL er I' _a, E' VAa?)t5 SECTION A-4 " + +' 1111 ri 13 u iz t o a z L Off L�p XI ! d F' F tS u A5 S'2a'R {H T4E FL''li u z -FL@} z CAM, AS INO,CAIEO Ex4vt ADAunw, rwe"s— C4 FIANs GR SCHEDULE uAr. I-2' FSS TO EE IhSML /// + y� di ud Z'�iC3 a � * `5 d 3 � a E U H $Lgi2S JEE A`,O OLfISU OF 4N. 2-2' FyS$ TO $rhLLa G,^UT IN$ E€ INCASILHS A AO1J51114 4 ti:$ tin EEadE ww E aY Y a F;E-CC+Y�AC1E0 DAChtAI 22 .4/1 _ , E T r rE °E YN IYa I V it P',C PCEFI(1,7) FRLCAST L(CEhIRrC SH 65 USEO iCr LVID','; AECLICER SEGTICN ° SHALL EE UErll GR n o wwS p?SiEFS 4l r 4 ° I vp 2d 13' 6Fi+0 AS PER U1/EDT SUA NqD PLATE IISDI I I. NE )DIUSTUENT R,N;S ATO FRAUE SHALL EE w u w.tki ID' fRCAI +r FPo FERtr LRE ri"� 0fi AO SEALED WIN M EMFIAl USER SM"03 SLtE1t As UAH"1FArME0 V M-SRELD'+ C3 APPAMED + EaU..I' x'+959 '0 Si / [! EVMX AT 1,15 rr ME 1E'D.C. cr PF 10 Ef CCwnnLo 0r FFLCA31 $EE1�04S< 1'?r'+T; u � SNAIL EC C{,NSrRJ'trEO ATtI 2. 1HE $91.5RALL eE UADE DF EFCU MER '0118 A US:'Ku TH�'SNE55 OF 0 MA0SEALED StITH A ih7W HARLfb1L6 FASIL KEE2R UA5112. cri? E SE} •i Y tt E (�' n SiR,tiEt EEuS'S�C1r'JFl Ai iD CR 2 OCLOCKr CONFINED 0-F 50 0155[15, i S` } PUEitR ULNHCLL KIM SHILL EE � E fvS'TuF1 INWE RR {{1FFErE w1tLCL?,i00F Sl0FE0 TD Fna.l;E SL+�7TIi A4tFr$ RECLLREQ rLoo FP';^U i1Ul TO CURET 5s INEI SHIELD EXTERIJAL SEAL P #EFERRED s o ! 2919E �y I i Il dL'UU b' TF9C{ yutARt U.41 i o f I. r02 uE NSERtS r SLE 5{Cr+9 4-A _ I I SD" 1• I I NO SCALE 1• �y u� a ULE SANITARY MAIN S' &ASE FDR ALL UASKUS LESS 111+4 IL FT. IKEF U:CREASE EASE 2' PLR Fri -In W 1"(4i 1 e SERVICE CO/y NNEC CTIONa rr. DP Cuts BEIM 14 tT S` PRECAST !A$E 411 H uSEC FOR: E ,r. C CC1 CRCtE SLA9 NtMES LESS TACS 14 rT. C(EP. Moil FLDN 0t 191 ua AS SKINN ANT 04 i r STORM SEWER STANDARD MANHOLE I e h'0 S{Alt rt4 arlLr a OTSEGO STANDARD PLATE NO, + s n¢ i�s �Q "o AfFRU,iO -� - — ""� STANDARD PLATE N0, RtvstD STV. 401 Ft11 to tmu OTSEGO STANDARD PLATE NO. 3118 RDFT6 "'F" STANDARD PLATE N4, 303 FEY.',, 310 p c RfriS[O� 1:.1. Y UAFCH 2'?'C3 ,v,,./~y1 tet ca.i cu e.o 3-10-03 n 5u Lm Ic,LI r,u i U4R{H 2"v03 A u.WX OF rH.Lt AFFnO+ED H1h'LINS [f410ES Ar Ito' SRAC'h7. A A } } + + J GairUT I4rtR1 �' 4• FERF07AT[D PFF LOWu1UtrN4 P19, CPAN5 V LILCO S'2EVICE (u,4i EE ADlACthl 10, EELCO. DR a wq SrC'+4 SLAIR) t' ' NELHA4 R -30b1 C7/[i CAST112 SNARE P+i � ;� L�OR Jam,, CASfiNO 5 FE�IFORI;FUEHT / 5' � CLEARANCE i I IKII WITH PATE TOP VI 4 (00 3Ue CA$TPO, I,EENA,4 1011 4 A022A 0118 OL Oi ER CRATE 5 ,� \I 55 C1??trt1E EI+'CAELD , } t } , ti 1,RE TF (4007 VN0 TAs,r,C) 114 FL A.RLEO flTH 1.5' W0wgmr "SEntR RDC1' e11Uuy�LlS ti<L:R I LCF OF CURD MUM-', R' i5 I ' ICON y ITh/DOL FLAK 4}2FA I r r I LRLE {00 $u5 i i NAIL 10 EE FREt+S, + SCCT44 Da C{Y%';ZTt o 1 24. 1 36, SEAER KOCe I Cr�.rSL n r EIjuUN.4S 104-Y'LA7 Mir AS F(MM rcm ;�..� :�.� v 0.u SEE MLI y F FC3 ORENIV6 e . + `lam -.CLASS. S k;LREDAIE EASE �a I / StRJttV9E u,/tr31 z FLAK 4020 i a{ y la CF GEOIBML- IS . �+FFLO A .%0 Th A00 t �t r 4' AA) SIAFLLO OEOTEAIiIC SPIE SHALL EE a' U4. [.LIAiER CN ALL p SEES Cr TIE INLET C10. � FUCE GEOrEAHLE L'h1{R CLAS ! 4r A ArrREGASE r - S«3 SASE -G5UU1 IYVLRr $r#k"•A.aO 47En,vyS AS FEOU.ED Fr.'[ A. CFCstiD 54E ' 15 _ it Ia 2a c II 1f$; Put C6HR A OD As" EIiEti',{V C" Ictm 41UE VmH 04 EOM V!.% r FPF�4E0 $Uti�pADE 12• CO.U+SE FlLTER A'{, NME 21 S s CT£ ION A -A 4 St A 4 4, CONCRETE AMSIim Itis$ uv 2-2' P.N±r5 uA'A 4-2' F N:3. T h Q ALL 0E0110LE 0HO FDR MET RnOrECt�t�H $HELL EL 14 NTH 05tC1r.m. Utwo SFM SEES � W/iuST At. 3119 3 " 0V"C1.C' N - F1,09 BE V VERr PIPE CIAFH, tEPTH U"5u.0 CUIH ' NirH a F'rS 15 Il 14. 11 LN, rR 45 tN, 1514 21 43 iN, 4a IN., v E ¢ a. COSMIC eASE S�+LL b' POU4E0 14 PLACE 01 5' P;1,'A$i SAB, R WCN'?kL1ULNl iCA UACHHC S'JCLO. i c¢: h CLDILA14E FA91C RI/DOL SPEC, 3133, TrFE I CH ALL SX5 Cr CDl$L FILT(R 45QiEGA1L 4• t'L. rEAFCRAIEO fn U4/Lar SP€C. 321a (H1uytH er1Gl 1 tr F;.t} L U;t'YUV 23" C'Ul GF CATCH ?LS'115. 1 it SS t4. 51 IN,_. _ � , , 2 ,x 3 CATCH BASIN � DROP INLET PROTECTION n L 2. N)V SANE OF FVKR1110 FFE H�� 48 INCH DIAMETER SHALLOW $ELLE $HAIL EE 1X. DEPTH CATCH BASIN s o 5 MA%IMUN 2d INU DiAUIETER PIPE SIZE LONGITUDINAL PERMEABLE. AGGREGATE BASE P,A,S, DRAIN 10 4:+!E d 1"' �` dd; p 00 �, 8 a% a - — -- AFF°�To `� I,IrI+ STANDARD PLATE NO. OTSEGO 412 EI'` AFC,JSED Rn'sEa - OTSM10 STANDARD PLATE NO, 405 AFFR)i[Q Tt5,Sf6 tr OTSEGO Wtn.n1 STANDARD PLATE NO. 410 AFr'RD'fE6 RfL,SED ala OTSEGO - STANDARD PLATE N0. �'� � r LURCH INN t5 trs cu d y o� ru crus,.+n Ra . Ir r -t c� LA,r' mn % y_I Q-01 4r srs wu . "' ' v Y y N CIM I N MEEft LANDFFLn;•IFiw CAMPIONor 1800 Planeer Cr#i W r, ENGINEERING P4 00, 249 9IKMain, WN - SERVICES, INC, E -Fats 743-470-4244 1901: maamlFtan0oan weripom I hereby certify that We plan, epadf1milan report hoe been prepared by me or under my Mot eupenlelan and M I am a d1�yy I{cer9aed Proteaelond Enq�iea 1R1der th ,I�rn-af the State of Mhneeoto, %% � , 05/01/2013 PRO PECTPOINTE ADDITION PROSPECTPOINTE LLC OTSEGO, M PROJECT N0; DETAILS �- �� Na 0141E oEsc »oft SHEET N0, l �F SHEETS °A o 16�20� um f<la* P, h _Uc 19901 Pala . HlttAvr L((uoB FtD 5 r1 LFH,iH r<[D/AI�rE 41Tu sF��T v�1J4r 2 1/2- HD5( G:AA0,01 HrE3 M Vl7t[R03 R D I � r I f 2" F DiFER (DNvfC10 Y PACER TiIFFX FL)Kt WOW c CR APHO',EO [UJIL Y� b ` � G CAMS5 KEW 5,`51• OR QU[ALENT'�IT(C';:[Ert En:ASfD DL OR PP {RATE AD1USri„ F ;S u./Ml PLAT[ 016k 10f Of {LR 4'1uuu 2, WyWJ1y d, 2•' 1H Cd 101U$T Ni F,�OS IFtiL _ I f4'LT� SJ9 YAM LDGAn{11 -'r*r-',=•=- TYPICAL KTAL SIEP � 1^ un ODI [Y u y z tl[ ` jIQ I. 22' E EY1td! S€C11Jv Sow" 11 WAD 2, LEST 1{AND CPHATIN, H1T o UNE ), PA'v1 ilc;EL SECTICA PED fp VAH 2, fur raau RLC+( DP CURB L}T+OISNYEIa 541 EIT[r1S44— , k D a S'-G' h A[: 11' pv'uj•V i ! sEP1RA11•4 FF4u TYPICAL STEP dLCG,,'BW t SIM FFECAST 3EON€NTS AS FEN sA,4/{�)1 ----' - F[a!F"[9 W 1 F401 uULIFItS SraLN)1PD FLA1E 11215 f. Y dB' SE l FFI AIN OsOUi z d. D?!'-4 N41E5 d$j'if HvSkAL WRIER e Sfe" 1AELE rD EE OFEH, 00 }},)LES MON 510iil 5EM'[9 j FFfE1Sf L04E9 SE{iwN TYH61'JL{ 3S" li H,P.vll WATER TAELE to EE FLU;w, HICRL,v1S WIN FLUTED EFA14 HOLES 3 SHALL EE IASOED VN A KUL V; P. — S1A4NA LAYERS DP HIOiAVT {iA..V PWK 14 0 ;: �' `' 4FaUI h"CERT Y'iN UAIIVI)4 45" H„H IAn/G)1 PLATE 49051 l0n[R EECr1)4 tL r 5, ALL CRFs S4ALL EE n11C0 KITH Cx1'45 E4r104 LAN. TN{4vESi E'r,c ICU. YD• c A 01 Err; , 910(4 k GLEE COSCUIE MST ' , TYPICAL REINTOWD PLASTIC STEP IiOTESI s .i 3 - 4C9 j z TE wX THE YAL10 yy 15 N'N'u'P4 SEPA.RATIC,y rGFA11 Vos TPPQ SA';ITA4T WER E€LOrr WATtR TAM ra Bf PLU'SCEO ANO 5TVI $414 A11 UK; Wig CRT, ITfP1 5-ILL X LK{P;45 DI 1,( MCI DP (KCIL IY F)S[L DfIvATFh3 4AY vm rxv t{SL p v%4 rCCllD1 ILA 111,'uU 6HIXE Of S K 14r1Y1 ki M T Y§ �j Lt.S1?3 1Y:01 1U kJ I( W br 0.Eif rill PM.EC1 A IC-W t uLA NSF11,111FDCM III Sf TKUM G 3I I)l 1154 Fh:4 GL FIA U f•1 - . Di( T{ 011 V Wifi-:ILL 11 JI ►'A �?'W-M I[CIIN 3EiSl f�71 S�( Pi11 V E ,4ULl. ISL WOi-f A LIIN V47V RW SIUL I.{ 1,A ObA tlTik,'O LL[LtSN T,( Fin CA CLEAT No 4441 VW CA C01I SOLL j P .. i 7� U L•, 0 r PACER TRAFFIC FLANGE HYDRANT (C-IYFpP��',[OECUIL) N 4 y G Cp Th'( HIDA,41 TAG9f D SID [6 YYMIf µP�{E] i� 511 [ !Il[CI YFi?',759 91V Pi 1f liI'L(A� �] r�cuawl rl:i u r,( slip. ICiT�tvplr�It,�l[Yf,E[a W41? f1F. a $IV$ S UA 6( STID 1f 1611.130 f(3:41 ESr4Ct Y�,1� LY_W tluli S+1ll [NW S7 Tif9 1Ni�14 � is [{ uA4r, uLRrAit�AA cvx-L q(Ii 01M PILL FE UrD; pSIVI AA Wt AIDANtPASSWI.NULMiN CCAI24 (A fsKOff ICA s E� STANDARD STORM MANHOLE fl HD SDYLE 0 Eu jr INSTALLATIO A �AOK FYCTECIT-t MIO PP EVIO6 CWN1 SAA a LFF:,:LtO o-1 AYrLcuttY 2m w QLr....uu willLA s'Y Istmey To mw foar Ira, 50,11 i Off IF Ut", 94 G DINT#UTA COVER FLOW LINE - TO TOP OF PIPE = 2 FEET NO S ALE - e HYDRANT AND VALUE_ HD sciL1 rEJiLL'C6iG�,18 lt( iLC1.17tY(4115 7 iSf4lti i. Q 1$ Ib'bJ,V Ilr4Cr runs fA fli111 YxL 1116 X ° ; 1 •c. I � ' '.T '04 a a � A Q' 1. �78 PiFnaYED LEtsEtO — Mir OTSEGO STANDARD PLATE N0, 243 uFaaafD s D �u OTSEGO STANDAR20AlATE N0, NPP 57 DEC L9is ,_ _ 51� ��A/4.11 � STATE CP Yf#(SarA MAIWor1ILArc, IMIM MANHOU OR CATCH BASIN SPEP FEClFIG11 Y1 FUwrf rs:A S1AlO1FD PUEE "�OTSEGO 1fFS,,htD F[4i �ir[r Wv1V STANDARD PLATE NO. 406 �s ! tt fi[ Sri[ L:•aY t: L7 W 31 S-IS �T w� .it 1 fY Sit 941 Y.T'r1 L:LY _ - SSiIC [fl':4 Cv:38ES 41801 t �. y 611ft'H RC.S CL leL S,l+r 1'.IY L.LY I Pipe \ I UAEHv€ 5SJCEa GR PF.[ASSLUELED La,3' C G;,)'43 O?T.(.,y AS AFPh FD 9f IH[ Off En5'tiM. R0 SLFTA{E I[,9" e r. i 1 � � Yr�J I � a I ��C•4C2f L f A I S v I .. �°� . 6%, EARA r1u­-� �I— FEHCE IIAIEsLIL 6' Ard(5'i { S' POSTS - 6' UU, O,4 CEHTEd u vu�u 2' Pf�[rRAr,C4 FEF, VnXT 5534 L'-2" WASHfa ROCK j G ROCK CONSTRUCTION ENTRANCE v SURMOUNTABLE CONCRETE L Na sEaE CURB AND GUTTER OX SILT FENCE� H'7 3r.1L1. w r NO VILE ' n a c G k F� !66 j h qC IY T h u RIP r, o . p� 4 : ' -' o � ,ti v l CUL-DE-SAC GRADING DET L f Af`rr)5i0 PC1'ISED - _— A1.1 [r OTSEGO STANDARD PLATE NO, 501 AFFNO'h€� 4 L q Ev15fD .- r,.1 fP pTSE O - STANDARD PLATE N0, 4 505 AFFFG'iED FF1,.ED on rL OTSEGO ;S lir LnL1 F,'+hY k:w3 'STANDARD PLATE NO. 704 6-1D`D2 ,� fi [.1�F I;,U k;.7 � • Vli�.%4r+� C4 Si.i [f,Y l;11 h1 • t •T.-- _- _ __ __,. 1 LV N CIML ENGNEEl 10 LANA NNNIING CAMPION1804 Pkrlex Creek Genker, P,a 111x z49 ENGINEERING Nage Plain, NH mms fAllredc 163-419-6172 IN Fora 163-419-4242U� E-Nal: marnpWODDn Ionalicom I hereby Certify that thl: q[I, epedflCa or report hoe been prepored by me or under my direct euper~,ielaa and that I am a dl�y licdxTebd Praleeeiannd Enylnear under the I #•of the State al Mhnelota, o I 05/01/2011 PROSPECTPOINTE ADDITION PRaSPLCTOINTE I LLL �T�a, MN DETAILS PRD QCT N0: 12°�d23 M0, DATE 0E5(�P11WM�IC�' C�}C SHEETS SHEET L � I I V V L V r J � � E I � DATE: �J�Q���a � 3 (Ik41S10HS NO* P. 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