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ITEM 5.1 Riverpointe 5th Addition
P OtsTe F 0 MINNESOTA V DEPARTMENT INFORMATION Request for City Council Action ORGINATING DEPARTMENT: REQUESTOR: MEETING DATE: Planning City Planner Licht 14 April 2014 PRESENTER(s): REVIEWED BY: ITEM #: City Planner Licht City Administrator Johnson 5.1 Riverpointe 5th Addition AGENDA ITEM DETAILS RECOMMENDATION: City staff recommends approval of the Final Plat and Development Agreement for the Riverpointe 5th Addition. ARE YOU SEEKING APPROVAL OF A CONTRACT? IS A PUBLIC HEARING REQUIRED? No. No. BAC KG RO U N D/J U ST I F I CATION : Lennar Corporation has submitted application for final plat approval of Riverpointe 5th Addition consisting of 28 single family lots and one outlot. The subject site is a final plat of Outlot B, RiverPointe 4th Addition, which was preliminary platted on 14 August 2000. 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. The submitted plans show a temporary cul-de-sac on the north side of 59th Street with the street extending to the west to serve Lot 1, Block 1. The preliminary plat approval anticipated that 591h Street would be connected to the north or through Outlot A, Riverpointe 3rd Addition west of the subject site. Further analysis by the City Engineer and developer's engineer has determined that such a connection is not physically feasible. As a result, 591h Street would exist as a 1,200 permanent dead end in excess of the 500 foot limit established by Section 21-7-6.A of the Subdivision Ordinance. A variance was not approved with the preliminary plat to allow 59th Street as a permanent dead-end to exceed 500 feet and the City Engineer states that a connection to the north plat line at the mid -point of Block 2 is physically possible. The final plat and construction plans must be revised to provide the following a street connection to the north plat line at the midpoint of Block 2 and a permanent cul-de-sac at the terminus of 59th Street. ■ 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 20-65-6.B.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 Street. It is also noted that 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 Rear Corner Interior Min. Setback 35ft. 35ft. 10ft. 20ft. Outlots. There is one outlot labeled as Outlot B included within the area of the final plat. Outlot B is also a remnant parcel on the north side of 59th Street west of Lot 1, Block 2 and provides area for a temporary cul-de-sac. The final plat needs to be redrawn to include the right-of-way necessary for the street extension to the north plat line and permanent cul-de-sac at the terminus of 59th Street. The balance of the area of Outlot B is to be combined with Lot 1, Block 2. ■ Streets. The developer will construct 59th Street and Radford Avenue north of 59th Street with the final plat. The preliminary plat for Riverpointe was approved prior to adoption of the City's current residential street standards that include a sidewalk. As such, 59th Street and Radford Avenue will be constructed as a 33 foot wide street within the 60 foot right-of-way with no sidewalk. A temporary cul-de-sac will be provided at the terminus of Radford Avenue and will require installation of a future street extension sign. All streets and street section designs 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. All utility plans are subject to review and approval by the City Engineer. Approval of the final plat requires payment of utility availability charges set forth by Sections 6-1-5 and 6-1-6 of the City Code. The changes required to the final plat regarding streets will affect the number of lots within the final plat. Grading and Drainage. The developer has submitted grading and drainage plans with the final plat application that are based on the original grading plan for Riverpointe. The final plat and Riverpointe development are not subject to regional stormwater district requirements and no stormwater fee is required. All grading, drainage and erosion control plans are subject to review and approval by the 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 easements overlying stormwater drainage basins, stormwater pipes and wetlands. The preliminary plat approval for Riverpointe predates 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 to review and approval of the City Engineer. Street Lighting. Section 6-8-4.13 of the City Code requires installation of Type 3 standard street lighting within the final plat. Type 3 light fixtures are required to be installed at at the terminus of 59th Street and at the two local street intersections. 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 2014 Fee Schedule. ■ Development Agreement. The City Attorney has drafted a Development Agreement, which the applicant will sign and submit to the City with all required fees and securities. The Development Agreement is to be adopted by resolution of the City Council concurrent with the final plat approval and executed prior to recording of the final plat. The development contract will be subject to revision based on the required changes to the final plat regarding street designs. SUPPORTING DOCUMENTS: X ATTACHED ❑ NONE A. Engineering Review dated April 10, 2014 B. Development Agreement C. Findings of Fact and Decision D. Resolution 2014-22 E. Final Plat F. Construction Plans MOTION: (Please word motion as you would like it to appear in the minutes.) Motion to approve the final plat for Riverpointe 5th Addition as outlined in the Findings of Fact and Decision and adopt Resolution 2014-22 approving a Development Agreement. BUDGET INFORMATION FUNDING: BUDGETED: ❑ YES ■6SW ACTION TAKEN ❑ APPROVED AS REQUESTED ❑ DENIED ❑ TABLED ❑ OTHER (List changes) COMMENTS: Review No. 2 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 Tami Loff, City Clerk Dan Licht, City Planner Andy MacArthur, City Attorney Jason Biederwolf, Lennar of Minnesota Daniel Schmidt, P.E., Sathre-Berquist, Inc. Reviewed by: Ronald J. Wagner, P.E. Brent M. Larson, P.E. Date: April 10, 2014 Proposed Development: RiverPointe 5th Street Location A portion of the northwest 1/4 of Section 1, T120N, R23 W, of Property: North of 58th Court, and East and West of Radford Avenue. Applicant: Jason Biederwolf and Nate Herman 16305 36th Avenue N. Suite 600 Plymouth, MN 55446 Developer: Lennar of Minnesota Owners of Record: US Home Corporation Purpose: RiverPointe 5th Addition is a proposed 12.3± acre, 29 unit single- family residential development in the City of Otsego, Wright County, Minnesota. The proposed development will be served with municipal water, sanitary sewer, storm sewer, and public streets typical of an urban setting. Jurisdictional Agencies: City of Otsego, Wright County, Minnesota Department of (but not limited to) Health, Minnesota Department of Natural Resources, Minnesota Pollution Control Agency, Wright Soil and Water Conservation District. Permits Required: NPDES, Minnesota Department of Health (water), and (but not limited to) Minnesota Pollution Control Agency (sanitary sewer) TABLE OF CONTENTS INFORMATION AVAILIBLE FINAL PLAT CONSTRUCTION PLANS COVER SHEET STREET PLAN SANITARY SEWER AND WATERMAIN PLAN STORM SEWER PLAN GRADING, DRAINAGE AND EROSION CONTROL PLAN DETAILS DEVELOPMENT PLAN AND TABULATION STORM WATER POLLUTION PREVENTION PLAN (SWPPP) HYDROLOGY/STORMWATER OTHER CONSIDERATIONS SUMMARY AND/OR RECOMMENDATION PAGE 2 C:\Users\Tami\AppData\Local\Microsoft\Windows\Temporary Internet Files\Content.Outlook\PZZMR9C6\ot2269 02 RVW2.doc INFORMATION AVAILABLE Final Plat for RiverPointe 5th Addition, by Sathre-Berquist, Inc. Construction Plans and Grading Plans for RiverPointe 5th Addition, received 4/9/14, by Sathre- Berquist, Inc. Development Plan and Tabulation for RiverPointe 5th Addition, received 4/9/14. By Sathre- Berquist, Inc. Specifications for RiverPoint 5th Addition, 2/1/14, by Sathre-Berquist, Inc. Stormwater Design Calculations, 4/9/14, by Sathre-Berquist, Inc. Original RiverPointe Addition Information 100 -Year Stormwater Quality and Quantity Management Plan by Sathre-Bergquist, Inc., dated 10/6/00 RiverPointe 2nd and 3rd Addition 100 -Year Stormwater Quality and Quantity Management Plan by Sathre-Bergquist, Inc., dated 6/4/02 City of Otsego Trunk Watermain Project, Project No. 08-08 As -built Plans, 12/10/08, by Hakanson Anderson Associates, Inc. RiverPointe 3rd Addition Final Plat, recorded 10/17/02, by Sathre-Bergquist, Inc. RiverPointe 3th Addition As -built Construction and Grading Plans, dated 6/4/02, by Sathre- Bergquist, Inc. RiverPointe As -built Grading Plans, dated 9/20/01 by Sathre-Bergquist, Inc. RiverPointe Geotechnical Evaluation, dated 1/20/00 by Braun Intertec, RiverPointe Wetland Delineation Report, dated 1/30/01, by Kjolhaug Environmental Service Company Additional Information Minnesota Rules, Chapter 4410 — EAW Requirement Trunk Stormwater Facilities Study for Portions of the Otsego Creek Watershed City of Otsego Engineering Manual City of Otsego Zoning and Subdivision Ordinances National Wetland Inventory Map PAGE 3 C:\Users\TamiWppData\Local\Microsoft\Windows\Temporary Internet Files\Content.Outlook\PZZMR9C6\ot2269 02 RVW2.doc FINAL PLAT A revised final plat was not submitted with the revised construction drawings on April 9, 2014 therefore the following still apply (comments #7 & 8 have been revised): 1) Sheet 1 of 2, second paragraph refers to Outlot B, RiverPointe 2"d Addition. This should be RiverPointe 4th Addition. 2) Outlot B should be Outlot A and shall be covered in its entirety with a Drainage and Utility easement. 3) The subdivision to the south is incorrectly labeled RiverPointe 4th Addition. This should be ProspectPointe. 4) The north and east plat lines are labeled N. Line (E. Line) of Outlot B, RiverPointe 2nd Addition. These should refer to 4th Addition. 5) Label the width of the easements along the lot line between Lots 1 & 2, Block 1. 6) A few of the survey line dimensions do not match those shown on the RiverPointe 4th Addition Plat. (i.e. along Lots 1, 3, and 14, Block 1). 7) The wetland delineation has expired. Becky Wozney, wetland specialist with Hakanson Anderson, has communicated with the TEP regarding this issue. The conclusion of those communications is that the wetland boundaries need to be reflagged by the developer and Becky will confirm onsite, the wetland edges. A full-blown wetland report is not necessary as there are no proposed changes and no grading is proposed near them. 8) 59th Street's ability to extend further to the west or to the north with the existing slopes in both directions is very difficult. Street access to the adjacent parcels to the west and north would be more easily made from other directions. In addition, the land ownership of the parcel to the west has changed and is no longer owned by the developer of RiverPointe 5th Addition. Therefore making this connection a requirement of this plat is no longer possible. The resulting cul-de-sac length exceeds the maximum 500' length allowed. A stub street shall be placed mid -block to the north property line so that the subsequent cul-de-sac is less that the maximum 500' in length. CONSTRUCTION PLANS Cover Sheet (Sheet 1) 1) List the benchmark(s) to be used. All elevations shall use 1929 datum. Street Plan (Sheet 2) 2) Mailbox locations shall be shown in the plans. Lennar is working with the postmaster to provide approved mailboxes and at approved locations. 3) See above Final Plat comment #8. PAGE 4 C:\Users\Tami\AppData\Local\Microsoft\Windows\Temporary Internet Files\Content.Outlook\PZZMR9C6\ot2269 02 RVW2.doc 4) Identify which street section is to be used for the 59th Street and Radford Avenue. The previous RiverPointe Additions used 3 1/2" Bit, 6" CL5, and 7" Sand section but the as -built plans noted that an 18" sand section was required along Radford Ave. in this area and ProspectPointe (58th Court) which was developed last year, also required a thicker section that what was proposed. Sanitary Sewer and Watermain (Sheets 3) 5) There is an existing 12"/16" watermain that runs just south of the north property line. When this was installed the 8" watermain stub at station 11+40 was abandoned therefore should not be connected to. This waterline will also require some reconfiguring of the connection at the north end of Radford Avenue as well (as -built plans of the watermain are attached). 6) The 2 existing sanitary sewer manholes at the east end of 59th Street to be adjusted shall have new sections added to them. Adding 2.5'+ of rings is not allowed. 7) It appears that the sanitary sewer and watermain are proposed to extend past the west end of 58th Street. Additional easement is required to cover these utilities. Street and Storm Sewer (Sheet 4) 8) Label the elevations, sizes and types of the existing storm sewer at the intersection of 59th Street and Radford Avenue. 9) The draintile through the rear yard of Lot 10, Block 2 is not required by the City. Grading & Erosion Control Plan (Sheet 5) 10) No comments. Details (Sheets 6-7) 11) Watertight Hamilton Kent Lifespan Systems are required on all sanitary sewer manholes on this project and therefore no chimney seals are required. Add Std. Plate 307 and remove Std. Plate 308. DEVELOPMENT PLAN AND TABULATION 1) No comments. STORM WATER POLUTION PREVENTION PLAN (SWPPP) 1) The site has an open NPDES permit and therefore (per the MPCA) is grandfathered in under that old permit. Therefore the new requirements such as the volume controlling measures are waived if the project is completed prior to August 15, 2014. HYDROLOGY/STORMWATER PAGE 5 C:\Users\TamiWppData\Loca[\Microsoft\Windows\Temporary Internet Files\Content.Outlook\PZZMR9C6\ot2269 02 RVW2.doc 1) No comments. OTHER CONSIDERATIONS 1) In the Specifications, Under Special Provision 4.1; The Contract Drawings referenced are "Riverplace 3rd Addition". 2) All sanitary sewer manholes in clay soils shall have a Hamilton Kent Lifespan System frame and casting. Please consider make a note in the plans to call attention to this. SUMMARY AND/OR RECOMMENDATION We recommend approval contingent upon the above comments being addressed. PAGE 6 C:\Users\Tami\AppData\Local\Microsoft\Windows\Temporary Internet Files\Content.Outlook\PZZMR9C6\ot2269 02 RVW2.doc DEVELOPMENT AGREEMENT RIVERPOINTE 5TH ADDITION AGREEMENT entered into this day of March, 2014 between the City of Otsego ("City"), a municipal corporation organized under the laws of the State of Minnesota, and US Homes, Inc.(dba Lennar), a corporation under the laws of the State of ("Developer"). 1. Request for Plat Approval. The Developer has requested that the City approve that plat entitled RIVERPOINTE 5TH ADDITION. The legal description of the property covered by this Agreement is as follows: Outlot B, RIVERPOFN E 2ND ADDITION, according to the Plat on file and of record at the Office of the County Recorder, Wright County, Minnesota. The Plat contains single family residential lots. The plat is located within the City's East Sewer District, is zoned R-4, Single Family Residential District as approved by Ordinance adopted by the City Council on July 24, 2000. The Final Plat for RIVERPOINTE 2ND ADDITION was approved by the City Council on November 14, 2005. 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 Agreement with the Wright County Recorder or Registrar of titles within one hundred (100) days after the City Council approves the Agreement. The Developer shall cooperate with the City in recording the Agreement and all required additional deeds and documents and providing assurance that the Agreement and all required documents have been properly and timely recorded. 3. Right to Proceed. Within the Plat, 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 fully 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) this Agreement has 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 construction is specifically approved by the City, and Developer has fully complied with all conditions set forth by City staff. 2 to the been posted. Sanitary Sewer Service Allocation. The allocation of sanitary sewer service lots within the Phase does not occur until all required security has 5. Changes in Official Controls. RIVERPOINTE 5TH ADDITION is a planned and staged development within the meaning of Minn. Stat. 462.358, Subd. 3c, 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 RIVERPOINTE 5TH ADDITION for a period of five (5) years. Thereafter, notwithstanding anything in this Agreement 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, other Official Controls enacted after 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, RIVERPOINTE 5TH ADDITION prepared by Sathre- Berquist, Inc. Plan B Grading, Drainage, and Erosion Control Plan prepared by Sathre- Berquist, Inc. and as finally approved by the City Engineer. Plan C Sanitary Sewer, Water Main, Storm Sewer and Streets Plans for RIVERPOINTE 5TH ADDITION, as prepared by Sathre- Berquist, Inc. and as finally approved by the City Engineer. 2 Plan D Landscape Plan for RIVERPOINTE 5TH ADDITION, prepared by Sathre-Berquist, Inc., and as finally approved by the City Zoning Administrator. 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 I. 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 certification of the construction work. The City may, 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 thirty (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 .DNF 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 submit a written notice to the City certifying that the monuments are installed following site grading, utility and street construction. 8. Contractors/Subcontractors. City Council members, City employees, and City Planning Commission members, and corporations, partnerships and other entities in which such individuals have greater than a twenty five percent (25%) 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 may include, but are not limited to: A. Wright County for County Road access and work in County right of way. 3 B. MNDOT for State Highway Access C. MNDOT for work in right of way D. Minnesota Department of Health for watermains E. MPCA NPDES 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 I. 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 storm 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. Time of Performance. The Developer shall install all listed improvements by November 31, 2014, with the exception of the final wear course of asphalt on streets. The final wear course on streets shall be installed between August 15th and October 15th the first summer after the base layer of asphalt has been in place one freeze thaw cycle. The Developer may request an extension of time 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 frame 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 Entry. The Developer hereby grants to the City, its agents, employees, officers and contractors an irrevocable right of entry to enter the Plat to perform 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 make any 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 making 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 commenced or further 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 full implementation 4 of the erosion control plan prior to utility construction or issuance of certain building permits, he shall state in writing what construction can take place and what particular building permits 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 completion 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 Plan. 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 any retained security is fully released, the Developer shall provide the City with an "as built" grading plan including certification by a registered land surveyor or qualified engineer that all ponds, swales, and ditches have been constructed 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 from construction work by the Developer, its agents or assigns. 16. Ownership of Improvements. Upon acceptance by the City Council of the work and construction required by this Agreement, improvements lying within public easements and public right-of-way shall become City property without further notice or action. 17. Streets. 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. Any plowing undertaken by the City will constitute no acceptance or evidence of acceptance of the street(s) in M 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 commence 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 resolution. 18. Sewage Treatment. No occupancy permit for any building within the Plat 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 is one percent (I%) of estimated construction costs of the Plan C Improvements, or $ 20. Sewer Availability Charges. The Sewer Availability Charges for the Plat due upon Final Plat approval is as follows; lots at $2,200.00 per REC = 21. Sewer Connection Fees. Sanitary sewer connection fees are paid at the time of issuance of a building permit. The applicable amount due per unit shall be the fee per REC unit in place at the time of application for a building permit. 22. Water Availability Charges. The Water Availability Charges for the Plat due upon Final Plat approval is as follows: lots at $1,566.00 per REC = 23. Water Connection Fees. Water connection fees are paid at the time of issuance of a building permit. The applicable amount due per unit shall be the fee per REC unit in place at the time of application for a building permit. 24. Park and Trail Dedication. The Park and Trail Dedication for the Plat has been satisfied through a separate agreement with the City wherein the City acquired land that has been developed as a City park. 25. Storm Water Management Fee. There is no Trunk Storm Water Fee applicable to this Plat. 26. Transportation Infrastructure Cost. Developer, pursuant to a separate Agreement provided for the construction of Randolph Avenue within the RIVER PLACE subdivision. As a result of the construction of Randolph Avenue, no additional transportation infrastructure charges are applicable to this Plat. rel 27. Street and Traffic Control Signs. Before the City signs the final plat, the Developer shall pay to the City $ for installation of traffic control signs (stop signs, street signs, dead-end signs). The said amount was calculated as follows: signs at $250.00 per sign. Using these funds, the City shall purchase and install the street and traffic control signs. 28. Street Light Construction. The Developer shall pay for the operation and maintenance of the street lights for a period of two (2) years. In order to facilitate 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 calculated as follows: x $2,000.00 per light for a total payment of $ . The operation and maintenance of the street lights by the City shall not commence until such time as the street lights are actually constructed. Street lighting shall conform to adopted City Code. 29. City Engineering Administration and Construction Observation, Legal Fees Escrow and City Fees. The Developer shall pay a fee for consulting 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, which are estimated to be three percent (3%) of the estimated construction cost of the Plan C 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 full time observation, as determined by the City Engineer, of proposed street, sanitary sewer, water and storm drainage construction and will be billed on hourly rates actually required for said inspection, which are estimated to be five percent (5%) of the estimated construction cost of the Plan C 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. Any amounts for engineering administration not utilized from this escrow fund 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. The escrow and fee account shall also include estimated fees for Legal expenses actually incurred (with any excess funds, if any, returned to Developer as indicated further in this Paragraph 29), 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 CITY FEES City Construction Administration and Utility and Street Inspection Fees (estimated 8% of $$ Legal Fees (1% of $ , actual billings to be paid) $ City Administration Fee (1% of $ ) Street & traffic control signs (_ at $250.00 per sign) $ Street light maintenance & operation (_ at $2,000.00 per light) $ Sewer Availability Charge (_lots at $2,200.00 per REC) Water Availability Charge (_ lots at $1,566.00 per REC) $ TOTAL C This escrow amount shall be submitted to the City prior to the City executing this Agreement. All administrative and legal fees related to plan review, drafting of this Agreement and any other necessary items shall be paid to the City prior to execution of this Agreement. Any amounts for legal and engineering not utilized from this escrow fund 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 immediately for City use when posted. 30. Security. To ensure compliance with the terms of this Agreement, and construction of all public improvements, the Developer shall furnish the City with a cash escrow or Irrevocable Standby Letter of Credit with automatic renewal provisions in the amount of $ said amount calculated as follows: Site Grading, Erosion Control & Wetland Protection $ Sanitary Sewer- Lateral & Trunk $ Watermain- Lateral & Trunk Storm Sewer- Lateral 8 Streets $ Engineering and Surveying Construction Services $ Landscaping $ SUBTOTAL $ TOTAL SECURITY ($ x 125%) $ 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 draw on the security at a bank or branch bank located within fifty (50) miles of the City Hall. The security shall be for a term ending May 1, 2015 and shall contain an automatic renewal provision. The City may draw down the security for any violation of the terms 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 complete 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 same amount upon notification of the expiration. If the required improvements are not completed at least thirty (30) days prior to the expiration of the security, the City may also draw down the security. If the security is drawn down the proceeds shall be used to cure any default. Upon receipt of proof satisfactory 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 $ , which is the amount of warranty security. A warranty security in the amount of $ shall be posted with the City as set forth in paragraph 32 of this Agreement. Notwithstanding the posting of that warranty security, the security shall not be reduced below ten percent (10%) 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. 7 This security amount shall be submitted to the City prior to execution of the Agreement. All administrative and legal fees related to plan review, drafting of this Agreement and any other necessary items shall be paid to the City prior to execution of this Agreement. The security for this Agreement shall be an Irrevocable Standby Letter of Credit with automatic renewal provisions conforming to the requirements of this Paragraph or cash in the amount of $ 31. Landscaping. The Developer shall install two (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 successors fail to install landscaping according to this Agreement. Landscaping security to insure compliance with the approved Landscape Plan shall be $1,000 per lot to be 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 at the time of application for a building permit on each lot. The Developer, Builder or Property 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 them to remain 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. Developer is also required to implement a Landscaping Plan including boulevard landscaping along City streets as well as designated other plantings. Security shall be posted in order to insure compliance with the approved Landscaping Plan. 32. Significant Trees. There are no significant trees within the Phase. The Developer is not required to replace any significant trees. 33. Meters. Meters shall be provided as per City policy. 10 34. Warranty. The Developer warrants all work required to be performed by it against poor material and faulty workmanship for a period of one (1) year after its completion and acceptance by the City. The amount of posted warranty security for public improvements to be posted by the Developer shall be in the amount of $ . The amount, has been determined by the City Engineer, and is based upon the costs of the raw materials and labor which would be necessary to correct the most common deficiencies in such public improvements. 35. 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, materialmen, or others that perform work required by this Agreement, and the sums due them have not been paid, and the laborers, materialmen or 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 upon the letters of credit in an amount up to one hundred twenty-five percent (125%) of the claim(s) and deposit the funds in compliance with the Rule, and upon such deposit, the Developer shall release, discharge, and dismiss the City from any further proceedings as it pertains to the letters of credit deposited with the District Court, except that the Court shall retain jurisdiction to determine 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 twenty-five percent (125%) of the claim to the City within ten (10) days of such notice in the form of cash or certified check. 36. Restrictions. 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 parties having a right, title or interest in the plat or any part thereof, their heirs, executors, representatives, successors and assigns: None. 37. Responsibility for Costs. A. Except as otherwise 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 limited to, legal, planning, engineering, and inspection expenses incurred in connection 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. 11 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 indemnify the City and its officers and employees for all costs, damages or expenses which the City may pay or incur in consequence of such claims, including 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 full 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 may halt all plat development work and construction, including but not limited to the issuance of building permits for lots which the Developers may or may not have sold, until all bills are paid in full. Claims not paid within thirty (30) days shall accrue interest at the rate of twelve percent (12%) per year. 38. 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 performed 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. 39. 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 environmental regulations except where specifically excluded by this agreement. If the City determines that the Phase 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. 12 C. Breach of any of the terms of this Agreement by the Developer shall be grounds for denial or revocation of building permits. 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 assume all liability for the costs resulting in any delay in completion of public improvements and damage to any public improvements caused by the City, the Developer, its contractors, subcontractors, materialmen, 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. G. This Agreement shall run with the land, shall be recorded against the title to the property 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 work required of them 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 claims for property 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 injury and death shall not be less than $500,000.00 for one person and $1,000,000.00 for each occurrence; limits for property damage shall be not less than $200,000.00 for each occurrence. The City shall be named as an additional named insured on said policy, and the 13 Developer shall file a copy of the insurance coverage with the City prior to the City issuing further building permits. I. 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 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. J. The Developer shall pay for all local costs related to drainage improvements required to complete the construction 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 City will enter into negotiations regarding those specific terms and shall not unreasonably withhold consent to appropriate changes in the terms of this Agreement. L. The Developer shall demonstrate and maintain compliance 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 properties. Specifically, the Developer shall maintain existing drainage tiles on site, and shall be responsible for any and all drainage problems related to either the site drainage tiles or problems with on-site drainage facilities to be constructed in accordance with this agreement and plat approval. 40. Previous Developer's Agreement. Applicable portions of the previous Developers Agreements for RIVERPOESITE SECOND ADDITION still remain in effect for this Plat, subject only to modifications set forth in this Agreement. 41. Notices. Required notices to the Developer shall be in writing, and shall be either hand delivered to the Developer, their employees or agents, or mailed to the Developer by registered mail at the following address: Attention: Joe Jablonsky, US Home- dba Lennar, 16305 36th Avenue North, Suite 600, Plymouth, MN 55447. Notice to the City shall be in writing and shall be either hand delivered to the City Clerk at the following 14 address: City of Otsego, City Hall, 13400 90ch Street NE, Otsego, MN 55330, Attention: City Clerk CITY OF OTSEGO WA 1113M Jessica Stockamp, Mayor Tami Loff, City Clerk U.S. HOME- DBA LENNAR DEVELOPER Its: STATE OF MINNESOTA ss. COUNTY OF WRIGHT ) Joe Jablonsky The foregoing instrument was acknowledged before me this day of 2014, by Jessica Stockamp, Mayor and by Tami Loff, City Clerk, 15 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 2014 by Joe Jablonsky the of U.S. Home dba Lennar with authority and on behalf of the corporation. DRAFTED BY: MACARTHUR LAW OFFICE, LLC 3601 Thurston Avenue North Suite 103 Anoka, MN 55303 (763) 231-5850 16 Notary Public Ots"e""',zlo :+.1 MhZ 19G Te. FINDINGS OF FACT AND DECISION 10 April 2014 APPLICANT: US Homes Corporation APPLICATION: Request for approval of a Final Plat for 28 single family lots to be known as Riverpointe 5th Addition. CITY COUNCIL MEETING: 14 April 2014 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 B, Riverpointe 4th Addition, City of Otsego, Wright County, Minnesota. B. The property lies within the East Sewer District and is guided for low density residential land uses by the Otsego Comprehensive Plan, as amended. C. The property is zoned R-4, Single Family Residential District, which allows single family dwellings as a permitted use. D. The City Council approved application for preliminary plat approval of Riverpointe on 14 August 2000. E. The applicant is proposing a final plat of 28 single family lots to be known as Riverpointe 5th Addition. F. The Request for Council Action dated 14 April 2014 prepared by the City Planner, The Planning Company LLC, is incorporated herein. G. The Engineering Review dated April 10, 2014 prepared by the City Engineer, Hakanson Anderson Inc., is incorporated herein. H. Final plat applications are processed in accordance with Section 21-3-3 of the Subdivision Ordinance and do not require a recommendation by the Planning Commission. DECISION: Based on the foregoing information and applicable ordinances, the application is hereby APPROVED subject to the following conditions: 1. The applicant shall execute a development agreement as drafted by the City Attorney and subject to approval of the City Council. 2. All of the lots within Riverpointe 5th Addition shall comply with the following minimum lot requirements: 1 Min. Lot Area Min. Lot Width Min. Setbacks Front Side Rear Corner Interior 12, 000sf. 75ft. 35ft. 35ft. 10ft. 20ft. 4. The applicant shall pay applicable utility availability charges upon approval of the final plat based on the number of lots and 2014 Fee Schedule with utility connection charges to be paid at the time a building permit is issued for each lot based on the current fee in effect at that time. 5. Street lighting shall be installed within the final plat in accordance with Section 6-8-4 of the City Code with payment of charges as established in accordance with the City Fee Schedule, subject to review and approval of the City Engineer. 6. All construction plans for sanitary sewer, water main, storm sewer and streets shall be subject to review and approval by the City Engineer. 7. All grading, drainage and erosion control plans are subject to review and approval by the City Engineer. 8. All easements are subject to review and approval of the City Engineer. 9. The final plat is revised to provide a street connection between 59th Street and the north plat line at the mid -point of 59th Street such that the permanent cul-de-sac west of this intersection does not exceed 500 feet in length as limited by the Subdivision Ordinance, subject to review and approval of the City Engineer. 10. A the final plat is revised to provide a permanent cul-de-sac as required by the Subdivision Ordinance and Engineering manual at the terminus of 59th Street, subject to approval of the City Engineer. MOTION BY: SECOND BY: ALL IN FAVOR: THOSE OPPOSED: ADOPTED by the City Council of the City of Otsego this 14th day of April, 2014. CITY OF OTSEGO By: Jessica L. Stockamp, Mayor 2 Attest: Tami Loff, City Clerk CITY OF OTSEGO COUNTY OF WRIGHT STATE OF MINNESOTA RESOLUTION NO. 2014-22 RESOLUTION APPROVING DEVELOPERS AGREEMENT- RIVERPOINTE 5Tx ADDITION WHEREAS, U.S. Homes, Inc. dba Lennar is seeking approval of a Plat known as RIVERPOINTE 5TH ADDITION; and WHEREAS, the approved Plat requires construction of public improvements and payment of City costs and fees; and WHEREAS, those obligations are contained and memorialized in the attached Developers Agreement; and WHEREAS, the Developers 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 U.S. Homes, Inc dba Lennar is hereby approved in form, subject to modification of fees, charges and security as approved by City staff. 2. The Mayor and City Clerk are hereby authorized to execute the final Developers Agreement on behalf of the City of Otsego. ADOPTED this 14th day of April, 2014 by the City Council of Otsego. MOTION TO ADOPT the Resolution by Council Member and seconded by Council Member IN FAVOR: OPPOSED: CITY OF OTSEGO Jessica Stockamp, Mayor Tami Loff, City Clerk i ,t,:-:A1Q 118500362100 118500364300 RIVERPOINTE 5TH .ADDITION KNOW ALLPEILSON BY THESE PRESENTS: That C.S. Home Corporatiou, a Delaware corporation, fee awner of the following described. property situated in the State ofMinncgota, County of Wright, to wit: Oudot H, RIVT.RPOINTE 2ND ADDITION, according the recorded plat thereof, Wright County, Minnesota. Has caused the sauce to be surveyed and platted as RIVERP0lMM STH ADIMION and do hereby dedicate to the public for public use forever the public way and the easements far drainage and utility purpoaca as shown on this plat, in wibwss nhiereof said u_S. Home Corporation, a Delaware corporation has caused these presents to be signed by its proper officer this day of .2014. Signed; U.S. Home Corp—tion .Ton Ar , Division Vice President STATE OF MINNESOTA COUNTY OF TTte fetegoing instrument Was acln owledged befbre me this day of _ 2014, by ion Aune, Division Vice Px idenk of D.S. Home Corporation, a Deiawero corporation on behalf of tie corporation. Notary Public, Hennepin County, Minnesota Notary Printed Name My C rnrnie.ion Expires CTI.YCOUNC11, CITY OF OTSEGO, MINNESOTA This Plat of RNERPOEVM 5TH ADDITION, was appruvad and accepted by the city Council of the City e£ Otsego, Minnesota at —ting held this day of 2014_ Signed:_ Attest City Clerk SURVEYOR WRIGHT COUNW, MINNESOTA I hereby ces4fy that in accordance with M —sata Statues, Section 5n5.021, Subd. 11, this plot hot been reviewed and approved this day of 2014_ Wright County Surveyor AUDITOR WFAGHT COIINFY NONNF.SOTA Pursuant to Minnesota ,Statutes, Section 272.12, there are no deli •ter tsrces on the land herembefo— described on this plat and tansfer entered tbb day of .2014. w,iyp Cauaty Auditor I, Dan L. Schmidt do kcrcby certify that this plat Was prepared by me m under my direct supervision; tb t I am a duly Licenacd Land Sravcyor in the State of TREASURER Minnesota; that this plat is a convect representation of the boundary survey; that all mathematical data and labels are eonrectly designated on the plat; that all WRIGHT COUNTY, M WNESOTA monuments depicted on the plat have been or will be correctly set witbin one year that all water boundaries and wet lands, as detinedby Minnesota Statutes, Section 5050 1, Snbd. 3, as of the date • of this certificate are shown and labeled on this plat; and all public ways are shown and labeled on this plat, ru n rd to Nlittn nta Statues, Se.d— 505.D2I, Subd. 9, taxes payable fbrthe year 2014 on the land hereinbef de—bad have been paid this day aC ,2014. Daniel I. Schmidt, Licensed Laud Surveyor Minnesota LiccaseNo. 26147 STATE OF MINNESOTA COUNTY OF I MPUN i.PIN The foregoing Surveyors Certificate was acknowledged befbae me this Land Surveyor, Mioneson License No. 26147, Notary Public, Hennepin County, Minnesoh My Commission Expires SATHRE-BERGQUIST, INC. day Notary Printed Name 2014, by Daniel L. Schmidt, Licensed Wright County Treasurer COUNTY RECORDER WRIGHT COUNTY. MM14N'ESO17A I hereby certify that this +astnuucat wase filed in the Office ofthe County Recorder for record on this day of . 2014, at o'clock M., and was duly recorded in Cabinet , Sleeve , as Document Nur bee Wright County Recorder RIVERP OINTE 5TH ADDITION 5. LINE GF THE SE 1/4 I CAST IRON MGNl1MEMTCT• 1 _ ! CF SEG 35. 1W. 129, RGE 23 r s uIF of rHE sw 1/4 OF 5EG 35, TwP. 121, RGE. 23 --- 1 t) 589129'24'W 1 1 516.34 _ _ MR OF sEc M. 1xP_ ! (CF IRDN MONUMENT) 121. NGE. 2a, wR1cNT cuurvl'v MONUMENT f N89D41'03"E 1158.58 �. N. uNE OF OvnQ7 B, R14ERPOINT 2ND A OIMQN 1 - _-- 58929'24"W 248.56a __ -� r " 98.58 159.21 X14.2 171.06 h o 91,05 65.78 n 94.30 o �4��DRAINAC� 59.99 66.1E 1 91.45 97.88 I 10,37 r n '241,24=41°5305 Cc23cµg AND V11LIlY o9 uq 13 ei9 141 yL, 5�I �� A 3 .`_l h18p4 O o^Q� �rT r7 '1�lTOo 'rl.l rnyr to�-10�I f CARVE TABLE f LOCATION Tv AP n4� <O E ^7 n� a Cl 34.05 R=280,00II=6°SS'04` C..=B. �N33U35'37"E C=34.03 f 784 0 ! a a �4, ry/ C 0. 2 312 R-22a.aa o=7°59'38" C.BN74`G1'49"E C=30.10 NO SCALE 8 _ C3 35.99 R-410.90 G-5°01'49" C.B.-N54°44'21"W C=35.99 — E0 4 C4 2H.72 R=350.00 n=4'42'06" G.B.=H54°55'57"W C=28.71 P TE I ^� l s "` I "s ca 0,nlol is Forwe POrTg s2s[ is the acNt liueof Wit` II y �� 01Mot R� Rl'4F_RPOL`FCE 7�0 Annt'T�O'_�1, \\ d M `+ STS N,.E. I 14' igbi cc=w, h"tiuuoeta, www, l u uelun d to .J DRAINACiE AND LTMI EA EM NTS Alit SHOWN 1TIU5: G t b—NR9"4I M3"E 13 H. J Irk 5 D s F Dotes a 22 inch by 14 mch ime pipe sel u the NORTH N I yta'"'xd mtA mnrkai lw Lrcen:e ltie- 26147 1 M1 >Y N0R11L k 1 ! Deavta o I Fd "IMoauuient C mu 1 y v n 1 ` � Dplates aF—ounCul-Ixvn-Ivtpvwvect ILS , _ � _ J I �� so zs o 25 s , SCALE LV FEET I g SATHRE-BERGOUIST, INC. — NOT TY]S(ALE B—g 5 f in width and adlci¢inR let hues. unless alhetwise • SECI•ION 1,'IOWNSHI 120,HtL\G- 23, sndi.-L avatorctbwish—1adjghi,rw,y —,n,nd .". 6 teat IUl lines, nale�s amer.>•ise iaai�atoi, a, sEowa. a, u,�n1aL 'WRIGHT COUNTY, MTI-TW.SOTA RiverPointe 5th Addition OTSEGO, MINNESOTA EXISTING UTILITIES SHOWN ARE SHOWN IN AN APPROXIMATE WAY ONLY -THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ANY AND ALL EXISTING UTIUTIESBEFORECOMMENCINGWORK. HEAGREE5 TO BE FULLY RESPONSIBLEFORANY ANDA DAMAGES ARISING OUT OF HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND Al l FXICTING tMI ITIFR SCALE IN FEET DEVELOPER: LENNAR OF MINNESOTA 16305 30th Ave N. 3ude 606 Plymouth, MN 5Cw9B PHONE (952) 249-3C44 CONTAOT: JASON BIEDERWOLF JOE JABLONSKI ENGINEER. SURVEYOR, LAND PLANNER SATHRE•BERGQUIST, INC 150 S. BROADWAY WAY7ATA, MN 55391 PHONE (952) 476-6906 CONTACT: OANIFL SCHMIDT. RE, R L,S- NATE HERMAN. P.E. DESIGN DATA ROW WIDTH 7001T. C -DS RADIUS= W FT PROPOSEDSTREET WIDTH = 33 FT. B.B G -D -S R.O.W. RADIUS = 50' FRONT SETBACK = 35' SHEET INDEX TABLE SHEET TITLE 1 TITLE SHEET 2 FINAL STREET PLAN 3 FINAL SANITARY 5EWER AND WATERMAIN PLAN 4 FINAL STORM SEWER PLAN 5 GRADING PLAN 67 DETAILPLANS ABBREVIATIONS 'BF BASEMENT FLOOR BOW BOTTOM OF WALL CBCATCHBASIN CBMHCATOH BASIN MANHOLE Can CURB BOX OSTM CUSTOM DIP DUCTILE IRON PIPE EL ELEVATION EX. PAH EXISTING SEWER MANHOLE EB FULL BASEMENT FM FORCEMAIN GF GARAGEFLCOR HBOE HYDRANTBREAK-OFFELEVATION HWL HIGH WATER LINE HYD HYDRANT IN INVERT L LEFT LF LINEARFEET LO LOOKOUT MIN MINIMUM NWL NORMALWATER LINE OS OUTLET STRUCTURE R RIGHT SAN SANITARY SERV. SERVICE SEWO SPLIT -ENTRY WALKOUT SLO SIDE LOOKOUT MH SEWER MANHOLE STA STATION STMH STORM MANHOLE TBR TO BE REMOVED TC TOP OF CASTING TP TESTPIT TOW TOP OF WALL IT NO UNLESS NOTED OTHERWISE WM WO WATERMAIN WALKOUT DEVELOPER: LENNAR OF MINNESOTA 16305 30th Ave N. 3ude 606 Plymouth, MN 5Cw9B PHONE (952) 249-3C44 CONTAOT: JASON BIEDERWOLF JOE JABLONSKI ENGINEER. SURVEYOR, LAND PLANNER SATHRE•BERGQUIST, INC 150 S. BROADWAY WAY7ATA, MN 55391 PHONE (952) 476-6906 CONTACT: OANIFL SCHMIDT. RE, R L,S- NATE HERMAN. P.E. DESIGN DATA ROW WIDTH 7001T. C -DS RADIUS= W FT PROPOSEDSTREET WIDTH = 33 FT. B.B G -D -S R.O.W. RADIUS = 50' FRONT SETBACK = 35' SHEET INDEX TABLE SHEET TITLE 1 TITLE SHEET 2 FINAL STREET PLAN 3 FINAL SANITARY 5EWER AND WATERMAIN PLAN 4 FINAL STORM SEWER PLAN 5 GRADING PLAN 67 DETAILPLANS 11 SITE USGS TOPOGRAPHICAL DATA AND WETLAND DATA PROVIDED BY. MEYER-ROHLIN. INC. AND KJOLHAUG ENVIRONMENTAL SERVIGEE COMPANY. Clfy of Ofsego, City EnglneeL I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT 1 AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER TH WS OF THET]fSOF MiNNESOTR. Ronald J. Wagner. P.E. r L� DATE o2JI 3114 REG. lyp 26147 r REVISIONS I BY1 SYMBOL LEGEND EXISTING DESCRIPTION PROPOSED � MINOR OONTOl1R �'••�— MAJOR GOMOUR �e OT LINE 0 Q Q It/7 fn Lu W — BUILaNG PAG — -- - - PARCEL BCNNDARY LINE — — - - — DRAINAiaE ANO VTI DTY EAS£MFMS — — cuRe AND DUTTEx o RICHT-OF-WAY -.-------- P.A.B. DRAIMTE--------- 1L( Lo E-70" ELIERGENCY OVERFLOWSINALE E0—FW Q CATCH BASIN -— STORM SEWER MANiOLE J Q FLA'PE END SECRON GS �- -� SANITARY SEWER NIAN O E — '.' HYDRANT INLET PROTECTION DEVICE DRAIN FLOWiRUNOFFARRO'N _ STANDARD BUT FENCE pQ GATE VALVE WELL 0 — TREE ftRESERYAT[ON FFIaCE BARRICADE Tt 11 SITE USGS TOPOGRAPHICAL DATA AND WETLAND DATA PROVIDED BY. MEYER-ROHLIN. INC. AND KJOLHAUG ENVIRONMENTAL SERVIGEE COMPANY. Clfy of Ofsego, City EnglneeL I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT 1 AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER TH WS OF THET]fSOF MiNNESOTR. Ronald J. Wagner. P.E. r L� DATE o2JI 3114 REG. lyp 26147 r REVISIONS I BY1 DRAV44 NRH CHECKED DLB DATE FEBRUARY 13, 2D14 SCALE AS SHAWN JOB NO. 5955092 ILE: W:15435.OB216VYG56ASE-DWG SHEET OF 7 SHEETS C) clV I.- 0 Q Q It/7 fn Lu W i - Z l!) L0 w z LLJ LL O o o 1L( Lo Q a_ Q w w J LP. DRAV44 NRH CHECKED DLB DATE FEBRUARY 13, 2D14 SCALE AS SHAWN JOB NO. 5955092 ILE: W:15435.OB216VYG56ASE-DWG SHEET OF 7 SHEETS EMOVE TEMP- HAULROAD / A- MH5 STMH15 - TBD PO 0 #- 101101 I I- Her B CONS 7E 8sOC&G - STA- 11+9azs,a2 -I B F 909 5 L089&5 � BF 9005 L091- BF9aR, I TE •.29 0L., Tec I - _ _ _ OF 878.0 «� d _ g OF sG4, LO 903.Q BF g�"f' i0 05.9 GF 9017 5 ISE 9187.5 4- ie WO z rxEaV..-E IXlsn �� -Tsc _ LO BF 904.0 Log- g 5 g10.5 - � - - - T � &�5 4 BE 870.0 y <.1.s RCP bTCR1�lINE GFgp0.0 LO907.0 I„D GP -9 .dDo P P [7ym 4c `I[L Hi - - Lo eiF 910.5 _ _ 775 .++ iy33 ' I t 1 a 8wo`5 _ GF312D 10 m q rr �� g 1 l R to 1 _ / r roetrbf � sQzas r l .7 O�j. RE EMP. 7r J/7F J .Q �- ! BITUM@NaC aa�rs Gr° ``'M1 - ■7 J r - �aDlvn-- - TFm o i .L. 101+5,\ - SP897O 0=90351 `•_-___ _ "GF9Op - 111111111,. <4<1 7 w W w w w &F 931.5 GF 3420 GF p S gF eb �/ f // f m 4 !F NO BF 905.6 + F 5 �L 8F 9096 � " r �1c3 P RADFOMRD AVE N.E. C�TTB 1i '� _ -�- -16F ���T�. PVI STA = 27+00 0 • a �!"7EY .. _ .._ PVI_Ee -91erc : m saPCSTAe _. -_- -- - -..- '- - NOTE SURMOUNTABLE CURB F / A.D -5.25 6ii FC STA PT STA DELTA RADOJS TANGENT -LENGTH -CHID-RD CHORD BRC. Ra CII AY*. NE _ _ THROUGHOUT RIVERPOINTE 6TH .. r 0+00 3+60.56 54-21-51 380.00 - 1115.14 360.56 347.16 'U7SBB-39W _ _ - K _ as.10 • , ' , - Pc sTc. PT STA DELTA RADIUS TANG4 , r=184.95 CHIi&D.77 GHD S O E ADDITION UNLESS OTHERWISE 4+60.58 5+32.28 23-1743 301 00 57.54 %C89 10149 5 8&2119 W 27+OB 911 2E+94.05 f2-23-19 258.09 96.94 14.95 16071 N2fl-56-00 E - - - ---- - - - - - - - - - - NOTED. SEE PLATE 104 � , r :+35.3$ 8+3p,2T 1$-07-26 300.00 41.41 94.89 94.49 B 6355-07 E •`+ ; E6 : 1 r 9+77.64 72+91.80 fig -57-{2 300.00 173.07 313.96 299.83 11; GO -DO -42 E m s i 7 7 G 59th STREET N.E.- HIGHP09NT ELEV=914.82 L.P.ELEV 911A2 I I FEIGH POINT STA -2,45 I L. P. STA w29A2 I 175.0000' VC 225 0000 VC T5 0000' VC PVI STA=4+00 F m P 1 STA .00 P17 STA _LC T -I o PVI LLEV 913.(0 PVI ELF%' -910.00 PJI ELE\ 91-75 YYY 1111 GGGG :z PPPP �{ 1 111 iii 6 1 1-� 140 0P00' VC A.O. --125 " A.D. =-5.00 �. A.O -452 .-i r {F[ W9 JIA=8+00 K=140[70 CJI U ® K 0.68 k 1 .. I �i I K A5.Oo Q PA ELEV=80750 AD =4.25 i V 1\ u u IN K _ a2 9n m I 'm w w IR si XX �m w I W �a Y � 4\• .ate �� �� r b "--v � 300.0000' VC LOW PONT ELEU= +87-6 �0 m �I _ ewve. wa pwo.mi v n, LDW POINT STA= 11+87.56 PVI STA = 101- • U PJ! F1EV-874.e5 m ` m K _ s ...I....ma ix B VORTH g: 3 ^`•,_-AL751DENTIAL [ , y� = llRBAY STREET SECTION - 9 I.N. I ' r �i �J,.^•',� STR RD PLLTE NO_ 2 J 14 12x50 12+00 1150 11+00 16+50 10+00 9+50 9.00 8+50 8+00 7+50 7+00 6+50 0+00 5+50 5+60 4+50 4+00 3+50 3+00 2+50 2+00 1+50 1e00 0.50 0+00 EXISTING UTIL7 TIES SHOWN ARE SHowN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ANY AND ALL EXIST?NG UTILITIESBEFORECOMMENCINGWORK. HE AGREES TO BE FULLY RESPONSIBLEFORANY AND ALL DAMAGES ARISING OUT OF HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY 50 25 ❑ 25 50 1❑0 SCALF IN FEET I HEREBY CERTIFY THAT THI5 PLAN ORSPECIFICATION WAS PREPARED BY ME CR UNDERMY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THFA�WS OF THEST�E OF MIN4ESOTA r,/�jJN(iJ�'{� DATE 071T3f14 REG_ NG 26147 REVISIONS BY z C) Q C) d < O LLf _J Z Z LLI W LL W of to Z H Z 0 LLI W DRAMA) NRH CHECKED DES DATE FEBRUARY 13. 2014 SCALE A5 SHOWN JOB NO. 5455'092 FI LE, Ni'15455.09210 WGIBASE, DWG SHEET OF 7 SHEETS CONSTRUOTTEMP. BT STUEA 5Tu6B AROUND NO -g GBMH B INV 870.41 INV 879.36 INV 96.68 w! ITUMBIT 4 SCURB T3B �18H2 9 % T89 CBMH3(,BIdi1R 1 842.75 10 CBMH 3 BC - TLC) B491C- TDB ` X TC 908 CBM:H14 1 ` 90900 7 $ 111 a i I EMOVE TEMP- HAULROAD / A- MH5 STMH15 - TBD PO 0 #- 101101 I I- Her B CONS 7E 8sOC&G - STA- 11+9azs,a2 -I B F 909 5 L089&5 � BF 9005 L091- BF9aR, I TE •.29 0L., Tec I - _ _ _ OF 878.0 «� d _ g OF sG4, LO 903.Q BF g�"f' i0 05.9 GF 9017 5 ISE 9187.5 4- ie WO z rxEaV..-E IXlsn �� -Tsc _ LO BF 904.0 Log- g 5 g10.5 - � - - - T � &�5 4 BE 870.0 y <.1.s RCP bTCR1�lINE GFgp0.0 LO907.0 I„D GP -9 .dDo P P [7ym 4c `I[L Hi - - Lo eiF 910.5 _ _ 775 .++ iy33 ' I t 1 a 8wo`5 _ GF312D 10 m q rr �� g 1 l R to 1 _ / r roetrbf � sQzas r l .7 O�j. RE EMP. 7r J/7F J .Q �- ! BITUM@NaC aa�rs Gr° ``'M1 - ■7 J r - �aDlvn-- - TFm o i .L. 101+5,\ - SP897O 0=90351 `•_-___ _ "GF9Op - 111111111,. <4<1 7 w W w w w &F 931.5 GF 3420 GF p S gF eb �/ f // f m 4 !F NO BF 905.6 + F 5 �L 8F 9096 � " r �1c3 P RADFOMRD AVE N.E. C�TTB 1i '� _ -�- -16F ���T�. PVI STA = 27+00 0 • a �!"7EY .. _ .._ PVI_Ee -91erc : m saPCSTAe _. -_- -- - -..- '- - NOTE SURMOUNTABLE CURB F / A.D -5.25 6ii FC STA PT STA DELTA RADOJS TANGENT -LENGTH -CHID-RD CHORD BRC. Ra CII AY*. NE _ _ THROUGHOUT RIVERPOINTE 6TH .. r 0+00 3+60.56 54-21-51 380.00 - 1115.14 360.56 347.16 'U7SBB-39W _ _ - K _ as.10 • , ' , - Pc sTc. PT STA DELTA RADIUS TANG4 , r=184.95 CHIi&D.77 GHD S O E ADDITION UNLESS OTHERWISE 4+60.58 5+32.28 23-1743 301 00 57.54 %C89 10149 5 8&2119 W 27+OB 911 2E+94.05 f2-23-19 258.09 96.94 14.95 16071 N2fl-56-00 E - - - ---- - - - - - - - - - - NOTED. SEE PLATE 104 � , r :+35.3$ 8+3p,2T 1$-07-26 300.00 41.41 94.89 94.49 B 6355-07 E •`+ ; E6 : 1 r 9+77.64 72+91.80 fig -57-{2 300.00 173.07 313.96 299.83 11; GO -DO -42 E m s i 7 7 G 59th STREET N.E.- HIGHP09NT ELEV=914.82 L.P.ELEV 911A2 I I FEIGH POINT STA -2,45 I L. P. STA w29A2 I 175.0000' VC 225 0000 VC T5 0000' VC PVI STA=4+00 F m P 1 STA .00 P17 STA _LC T -I o PVI LLEV 913.(0 PVI ELF%' -910.00 PJI ELE\ 91-75 YYY 1111 GGGG :z PPPP �{ 1 111 iii 6 1 1-� 140 0P00' VC A.O. --125 " A.D. =-5.00 �. A.O -452 .-i r {F[ W9 JIA=8+00 K=140[70 CJI U ® K 0.68 k 1 .. I �i I K A5.Oo Q PA ELEV=80750 AD =4.25 i V 1\ u u IN K _ a2 9n m I 'm w w IR si XX �m w I W �a Y � 4\• .ate �� �� r b "--v � 300.0000' VC LOW PONT ELEU= +87-6 �0 m �I _ ewve. wa pwo.mi v n, LDW POINT STA= 11+87.56 PVI STA = 101- • U PJ! F1EV-874.e5 m ` m K _ s ...I....ma ix B VORTH g: 3 ^`•,_-AL751DENTIAL [ , y� = llRBAY STREET SECTION - 9 I.N. I ' r �i �J,.^•',� STR RD PLLTE NO_ 2 J 14 12x50 12+00 1150 11+00 16+50 10+00 9+50 9.00 8+50 8+00 7+50 7+00 6+50 0+00 5+50 5+60 4+50 4+00 3+50 3+00 2+50 2+00 1+50 1e00 0.50 0+00 EXISTING UTIL7 TIES SHOWN ARE SHowN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ANY AND ALL EXIST?NG UTILITIESBEFORECOMMENCINGWORK. HE AGREES TO BE FULLY RESPONSIBLEFORANY AND ALL DAMAGES ARISING OUT OF HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY 50 25 ❑ 25 50 1❑0 SCALF IN FEET I HEREBY CERTIFY THAT THI5 PLAN ORSPECIFICATION WAS PREPARED BY ME CR UNDERMY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THFA�WS OF THEST�E OF MIN4ESOTA r,/�jJN(iJ�'{� DATE 071T3f14 REG_ NG 26147 REVISIONS BY z C) Q C) d < O LLf _J Z Z LLI W LL W of to Z H Z 0 LLI W DRAMA) NRH CHECKED DES DATE FEBRUARY 13. 2014 SCALE A5 SHOWN JOB NO. 5455'092 FI LE, Ni'15455.09210 WGIBASE, DWG SHEET OF 7 SHEETS PROVOL A[UUSTC aTI'NG zv�uG FITOHANT -Ef MH TG ADJUS? CA9TNG � PLUS TO THE NORTH axS tEE TGdI- STUBA -SWT 3TUBa INV UB BS 30 0 .90 i£xa-TEE 1B'af a'LERD CSIs T.31 TCira.ZP 3- ece�Ys4s ro CBMH 6 INV B7O4T [tmasE 2ea'7 INV 879.35 _ _ - -�-- H TG6 ' S rT 1 1 GBMH3 .}CBi�Y%!5 B a F. 9c+Efu3o.a Y ! a'PL11G _ _ _ _ OUTL©T 8 TL-SS2.75 [_ TC- .B CBMH 3 9 6 �. TC- 09. :67vfHi4 I Y o P I za B. m O J I �F�'$ °� B sQ�a 'E mss_ w 1-.:guTAUU^�W •` __ (� ... i"7E�t ...:,. 1 _ _ F _ Ta41i � ACr LYCT aTVP CSvEft I / o O eau a-� as- BEwo4�7 1 T 9 Lo Lo S BF n x2 ++'E �f� Y 5s 5,c. Lo 01 5 F908.5 � 29 I 3 \, lD gggS 'J x l slA-0.cA BF y0s 5 L0 912 s BF s„ 1 "> I H2 t zs 5$t�o ' 800.9 srA�-ate L09t 1' w p GF 8780' g>p AWU3TCAb�'ING� F9pq,5 LO 9Q3.0 gES LO GF 9175 GF 877,5 3m o wEcueE O,tsnn E+ s•m. _ LO BF 804.0 a$s 90s5 VF 9555 -_---- _- _ ��T9g � .� mO� -B4' 7ao t �t a-RCPN o.ttr.L _ GF gpgD LOBO7.D l.4 �� '` G'F97 LO 9ry4S ? f I ` € GF 912.0 F 1 n :a 1lJ �eaA i. 5 m c1 f I a 2�`, !w G °t • :r'.W..., \ s �Ml-lg t GF C73M{ry0 3].S 890 f ��� r9� 3 a®ra `-��_ _ pox ,s T � � y+i.E• -� !! 7 @F g97g- c'FLAOPRONA- glad - - - '�,- BF 60ii.5 l GF 9120 `GF DI5 aF 9054 w w w ,I. ' "3•st"r" y., s,`-""ze,.o BFB aF9x5.5 w W W y � - ,�. s • l yl R+ �t5 (� � _ / b �R _ r J iaL7.Is/L 904, 7 / / 12 4 \�L' W W �- +Il,.� - _Y� � _ - � --'.'- •T'--'- .f. �-.- f ��®.! !! !! !! r+w ♦rr�r tlSS FONG 11 2 m - F AND omQ O! ! - - - - _ r r r r so -wNWL 904.5 WATERMAIN NOTES: PVC SDR 26,35 BEDDING DETAIL 1. WATERNWN SHALL BE MECHANICAL JOINT DUCTILE IRON PIPE CONFORMING TO AW WA STANDARDS AND SHALL BE CLASS 52 WITH SIZE AS NOTED ON THE PLANS. ALL FIBS SHALL BE COATED ON THE EXTERIOR AND THE INTERIOR SHALL BE CEMENT MORTAR LINED. JOINTS SHALL CONFORM TO AWWAC-111, FITTINGS SHALL BE COMPACT TYPE CONFORMING TOAWWAC-153. 2- BENDS SHALL BE 45 DEGREES OR LESS. ANY DEFLECTION GREATER THAN 45 DEGREES SHALL BE MADE WITH MULTIPLE BEND SECTION. EMBEDMENT 3- VALVES T2"AND LARGER. SHALL BE BUTTERFLY VALVES, AWWA Q 5 , MUELLER LINE SEAL OR APPROVED EQUAL. VALVES SMALLER THAN 12' IN MATERIAL 6" FAY SIZE SHALL BE RESILIENT WEDGE VALVES., MUELLERA23BOSERIESR . AMERICAN -DARLING SERIES 25000RAPPROVECEQUALCONFORMING TOAWWA COMPACTED FILLDEPTH INCREMENTS C-599 STANDARDS. ALL VALVES SHALL SE INSTALLED ON-LINE WITH ACCOMPANYING VALVE BOXES. ALL VALVES SHALL CLOSE IN A CLOCKWISE DIRECTIDnI- ALL VALVES SHALL BE EPDXY COATED AS PER AW WA C-550. VALVE BOXES SHALL BE THREE PIECE ADJUSTABLE SCREW TYPE BOXES. - t NOMINAL OO"TO DO" EXTENSION WITH A525" SHAFT DIAMETER VALVE BOXES SHALL BE PROVIDED WITH EXTENSION SUITABLE FORTHE DESIGN T LOCATION AND A MINIMUM 6 -INCH AVAILABLE ADJUSTMENT AFTER FINAL SETTING. THE %gORO'VYATER" SHALL BE IMPRINTED ON EACH LID. 12• 4. HYDRANTS SHALL BE WATEROUS PACER WB 5T WITH A5.2S INCH SEAT CIAMEfER. HYDRANTS SHALL HAVE A TRAFFIC FLANGE WITH 22 -BREAKOFF Bo� SECTION. ASP ING MOUNTED LOCATOR ROD SHALL BE ATTACHED TO EACH HYDRANT, HYDRANTS SHALL BE 5.0' FEET BEHIND- THE CURB. 5. ALLWATERSERVICES WILL BE MINIMUM I -INCH. ALL GOPPERSERVICE PIPESHALLSETYPEK. - B_ CORPORATION STOPS FOR I" THROUGH 2" SERVICES SHALL BE HURLER 3C0 BALL TYPE OR FORD FB SERIES E BALLCORP. ALL SRVICES SHALL BE WET TAPPED_ CURB! STCPS FOR 1"THROUGH 2' SERVICE SHALL BE FORD BALL FOUNDAT11aN IF VALVE 822 SERIES OR MUELLER CR13EAL AND SHALL BEA MINNEAPOLIS PATTERN VALVE WITH TREAD TOP. CURB BOX 4-91 HEODIRED (s EE NbTE t-) -B, --QTBS SHALL BE MfNNEAPOUS BASED, SIZED TO FIT THE CURB STOP- BOXES SHALL HAVE A ONE AND ON6WARTER(1.25)INCH -�T--1=12 _ '! QUr51DE DIA OF PIPE UPPER SECTfONAND SHALL BE FUR N ISHEO WITH A STATIONARY ROC BP' IN LENGTH. BOXES SHALL HAVE A MINIMUM ON=A -�' TWELVE INCH (12")ADJUSTMENT TO EIGHT FEET �S') WHEN FULLY EXTENDED. rc. - Lc•f I NOTES: IL°w'ERas) 1. PVC BEDDING SHAL BE M.DOT 314 2a SELECT NORIA] 7. WATER SERVICES LAR GFA 2 -INCH SHALL BE CONSTRUCTED WITH PIPE, FITTINGS, VALVES AND BOXES A5 910 GRANULAR BORROW VNTF: UL% PASSING A ±SIEVE, SPECIFIED FOR DVCTILE IRON PIPE INSTALLATION. T6 HGF' AND LESS TH N 10% PA35I NO ANO. 200 SIEVE. w aai B, WATER METE R SHALL BE OBTAINEf7 AT CITY HALL WRIT PAYMENT OF ESTABLISHED FEE, AND INSTALLED IN INV 90440 ACCORDANCE WITH DIRECTIONS. E -..,p 905 k I M43 B. HYDRANTS SHALLBE 8.0 FEET BURY. WATERMANS SHALL HAVE 7.5 FEETOFCOVER.. 3Mco.4T IC. ALLSEWERSERVICES A RE TORE 3 FEETDOVIMSTREAM OFTHE WATERGERVICES. CURB BOXES TO HAVE TD1.00 1 - RGF [ 2 6' 3EPARATII BUILD 1-0.03' 935 EXTENSION RODS TO CURB STOP. NHsa ro 9 IL I _+ INV 699.9 -a,G9N L 980 5F9 _ _� [Lavr=x ia7 - 2B __ I MM2 930 895 c - 895 STA za+va.ea TC >123.91 ! GUILD 11-91' axr TSE 896 890 MH, 5 £ zz a 259 LF R- POC STA 2?+99.UC NLUST GSTING 685 BUILD 19.04' 920 885 rt - . AQH1sT CAS `� I 1 r 9a1la RcP MvoR.4 1 - 68D _ av r, Ism _ I1. 11 -Al. INT 97921 860 i .. CyR- 915 ISE 2r7 aIT CROSSING F -� - ,s V� 141 LFW FVC 875 I9A,1 SDR 35 X4.85% . I 15 RCP RY6BANT IN ft g 875 _ - 2TtLF ,£OPI�52 91b 1,: INP'a70.40 4 ,: is ? P _ -, DR1�0 LF 8 -PVC 8 PLBC CNCT T4 '11 INT �9 - 5 876 3S _ a:a E.. c �-o"a i SOR 9=. a.Iwak 905 INv B9T.50 !- SEPARATION EXISTING f!I 1p 2.8' I 870 -_ 4R11T_IPN _ - a3 LF L +,. PV .900 865 9 LF9"PVC 1 mac".-' i _� 865 SDR SD 358 0d% _ +1 -- 5.W, a m aaLF r do ctsz � � �' I ;I IJL:T- f - - -N 868 z - 869 z -'z i 895 ! Y1£I TAP 855 I{6CNCrro Ex • �,_� IB v., 5 Iz 855 I '' "+DO 27+50 28+00 28+50 29+00 29+50 M+,30 !t 13100 12+90 12,04 19+SO 11+60 10+50 90-90 O+SO 9+D0 9-30 $+00 7+59 7+c0 6+517 BrOO. 5+50 $+Ip -SQ �00 3+bo RAD FO RD Alf E . N.E. I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS PREPARED BY ME OR UNDER MY EXISTING UTI LIT I ES SHOWN ARE SHCVVN IN ANAPPROXIMATE WAY ONLY.THE 50 25 0 25 50 100 DIIIRECLSSPPERVIEION AN THATI AMA DULY REGISTERED PROFESSIONAL ENGINEER UNDER CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ANY AND ALL EXISTING UTILIT7ESBEFORrOOMMENCING'rVORK.HEAGREESTOBEFULLYRESPONSIELEFORANY 59TH STREET N.E. AND LL DAMAGES ARISING OUT OF HIS FAILURETO LYOCAT -TLE ANOPERV RESE ANY SCALE IN FEET DATE 62113/14 REG No 20147 ANO AALL EXISTING UTILITIES. L O F- of -1 KIC co LuO 3E z :-• L[7 LU Qcn z z � ',, Z LL { � < Q V L!--! or Q a� � coz < Of `•• O Lu LJ. DRAwN NRH CHECKED DLS DATE FEBRUARY 13, 2014 SCALE AS SHOWN JOB NO. 5455-092 ILE: W -.4545 --DWG aAGr.DWG SHEET IF 7 SHEETS EASE `�--'.1 aeuvr..n�nx+care e•ec r� ....0 Hca TRANSVERSE RETaAF✓BlJ: AG9REGATE as¢c fP.49l9R.aN OElAtL 889 STMH5 CBS TC 9].94 TO 8,6.90 889 LgSgdg1 4' DIA V DLA_ J 875 9 BA 875 3T11B 8 5.54 8.31' IP• V 870.47 STUB C rP �! Cow hNV 070A7 870 7 LF is 879 INV 905.8&,I o RCP BITUMINOUS CUR 065 0 CL5 9 Har }CBAfiia �a 43 LF � "'Rp i 1 i RCP TSB 1 LO.yy 880 m ,s" GL Q 956 DRA! LE NF`ti g 1.60% Be. 858 y Z BSS Sao DF g0�15 SSG 845 TC 875.10 TC 878-i 0 TO 675.84 s4s BUD M116 IS. LgSgdg1 `-. - � J CONSTRUCTTEMP STUD A _ _ 3T11B 8 _ - `-~ STUB C rP BIT. TURN AROUI'"O Cow hNV 070A7 Dc�r.RETF s CS:G -STA 1 t+90 �y INR' 67835 Bo TL, 89].59 INV 905.8&,I BF 898.5 BITUMINOUS CUR - _.xntir -8 ® 889.51 CBMHa 7C-88275 }CBAfiia �a 1A 2 CSMH 3 � "'Rp i 1 i o TEC TSB 1 LO.yy TUB fG 7y Trl TC- 908. UHMH44~ DRA! LE NF`ti m Be. �yy TC 879.3D BF 4065 LO 912.$ DF g0�15 1 l o C 3 TC 875.10 TC 878-i 0 TO 675.84 890 - - �• - - GF 678.0 38 LF w i BUD M116 IS. LgSgdg1 `-. - � J 899 5� 5 _ _ -'--TIiT�B) _ - `-~ 9 rP STUB Dc�r.RETF s CS:G -STA 1 t+90 �y �� Bo TL, 89].59 cxsa2o�� `0 BF 898.5 101F 1S _4 � - - - _ _ J 87 LF 15" RCP RCP CLE BF 908.5 CIA � "'Rp i - BTMH A �4 OLS 0 Be. CIS 7 OEM" (I STMHS TC 879.3D BF 4065 LO 912.$ DF g0�15 880 3 TC 875.10 TC 878-i 0 TO 675.84 890 - - �• - - GF 678.0 38 LF w 880 GF 884.5 BE LO 903 p E•F 9965 L© �p GF 9017.5 'GF H175 @F. 4. 0_ I WD REPLACE t-CN�B'n `. BF 870.0+•n ®rNF +(.a. '"ayyT E75 875 VJALi LO GF;108.D HF 90A.0 LD 9Q7.0 Lp 909? L6 9.yfi5 - '- _ - - - - - - _ 909$ a�r5 870 s ;`R fl]p 870 CNGT TOO - LO -812.0 G.F 9T0..6 _10y ex'.13I4H2 � 655''-,8 LF CL -5 ®151iY CL.5 #hp 1ar0:6 10D LSF te' RCP 860 855 865 680 5' ROP CL5 Q i.SD% Lbs CL -56 9! 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STLB a ap❑ INV -9058 8 € 905 26 LF`16'ROP 67 LF15"RCP 1 895 'GL.S@ 1.00% CL. 5Q 0.50% I D00 880 a9S 876 890 BTO 885 895 680 650 920 5TM1H 12 TO 912.92 015 4" DIA 910 12.04' APRON A 905 168 LF iS RCP B CY CLS OL.5 0WS4 e RIP -RAP >< apo 81 LF 18' RCP j 890 2 886 880 50 25 0 25 59 100 SCALE IN FEET 910 910 CDMH 10 CS 11 7C 903. B5 TO 002.45 Dd5 4' CIA 2'" g05 CBMH 0 TO 898.20 5.37 Boo 4' DIA Doe 4.90' 805 e 895 88 LF i 5 RCP Sw+M1 CL (® 5.15% 890 38 LF app 12' RCP CL -5Q S8s O.iS% 985 880 179 LF 1S RCP 880 CL5 [a] 11.82^1. 875 e s CORE ORI8 � 870 CNGT TOO 870 ex'.13I4H2 � 8G5 1 805 860 Z 680 Lbs 656 850 I� 850 845 846 I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS PREPARED DY ME OR LENDER MY DIRECTSUPERVISION AND THAT IAM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER TH WS OF T�HffE ST OF MINNESOTA. CY _, DATE 0211314 REG. ,0 20147 f REVISIONS EYl U7 C] L A CO Z (!r�D/ dQ LL } L 6 �W�/ LL of 2Iz S F- p 3�i1yp.5 s`4,3� m 9. 45 3 ru'r OM3 SAES f� z p 00") 23 W Z L Lu Z w LLJ LL c O 0 0 (i) Z cn ❑[ O w w 01 DRAWN -1111 NRH CHECKED OLS DATE FEBRUARY 13, 2014 SCALE AS SHOWN JOB No 5455-09¢ TLE. 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MANHOLE PIPE A�-_KING DETAIL INTERNAL 'FUVREY SEAL STORM SFWE%�STAHIJ 5TAN()AND STORM MANHOLE -YARD INLET il� _7 -STANDARR PLATE NO. soo ARD PLATE NO. 30B 7771 0. 0— Pt TANDARD P — .Se3e 3DS 1 401 STA"DARD P TE NO. 4c8 0- 0 0 U) < U.) LU Q z F - LU LL Lu F-- 0 0 U) z 0 Lu 1% ORA -WN OSG CHECKED DLS DATE F.b.—y 13, 2014 SCALE AS SHDWN JOB NO 5455092 LE: SHEET 6 OF 7 SHEETS 1 3 wn3R2 ROCk — ROCK CONSTRYCTION ENTRANCE STANDARD PLATE 110505_ SURE NNTABLE CONCRETE CURB pNB�GI9TTi:j2 m..a..�0 57A11OARO PLATE NO_ .aCLYJ(1 704 VTCH'.WKrS EWE➢ � [ fm ❑.GiNLEP.� iG e ae ruam iAE � �" uirn SILT FENCE STA11I7ARP F -TE NO. a dv 501 u T TTPIGAL _5FGTI.. - HIKE T)ML pec.. ssds„e.�iex ..sr.m¢ tp Lollt§� I STdNG1lR707[ATE N6. 1 aF. RAY.P EIgyAT ON OF RANP ��'.. raiwvv ern. crt :wvs SE[SION o N� 5 I� J I za N.]Z: -E x c..ZELTJAN AA Ay �T'TPICAL CR655 GUTTER yam y}i. "` STANDARD PLATE NO. 7F VIJ 702 r REVISIONS I BY -)l ��io{a5 Sy3� a� 2J 4mv,m ;yN3 OES oRAxr�l osc CMEIXEO DL5 OATS F.L 73,2C14 SCALE AS SHOWN JOB NO. 545s-oU2 ILEu: as�aRzu�weweT J.lErT. SHEET wof 0 C) LLl LUz Q O LLJ z DE H Cil J LLJ LL Lu Lu ZLLI F- z LU J LL) oRAxr�l osc CMEIXEO DL5 OATS F.L 73,2C14 SCALE AS SHOWN JOB NO. 545s-oU2 ILEu: as�aRzu�weweT J.lErT. SHEET wof