The URL can be used to link to this page

ITEM 4.2A-D Parkview Retail/Coborn'sO OtSezTYF o MINNESOTA CY DEPARTMENT INFORMATION Request for City Council Action ORIGINATING DEPARTMENT REQUESTOR: MEETING DATE: Planning City Planner Licht 12 November 2019 PRESENTER(S) REVIEWED BY: ITEM #: City Planner Licht City Administrator/Finance Director Flaherty City Engineer Wagner City Attorney MacArthur 4.2 A -D Parkview Retail/ Corborn's Marketplace STRATEGIC VISION MEETS: THE CITY OF OTSEGO: and a Conditional Use Permit for Coborn's Marketplace. Is a strong organization that is committed to leading the community through innovative communication. IS A PUBLIC HEARING REQUIRED? Has proactively expanded infrastructure to responsibly provide core services. Held by Planning Commission 4 November 2019 Is committed to delivery of quality emergency service responsive to community needs and expectations in a cost-effective manner. X Is a social community with diverse housing, service options, and employment opportunities. the City Council on 22 July 2019. Application has also been submitted for development of Lot 1, Block 2 Is a distinctive, connected community known for its beauty and natural surroundings. AGENDA ITEM DETAILS RECOMMENDATION: City staff recommends approval of a final plat for Parkview Retail and approval of Site and Building Plans and a Conditional Use Permit for Coborn's Marketplace. ARE YOU SEEKING APPROVAL OF A CONTRACT? IS A PUBLIC HEARING REQUIRED? Yes Held by Planning Commission 4 November 2019 BACKGROUND/JUSTIFICATION: Rice Companies has submitted plans for final plat approval of Parkview Retail. The proposed final plat consists of 2 lots and 4 outlots. The preliminary plat and PUD -CUP for Parkview Retail was approved by the City Council on 22 July 2019. Application has also been submitted for development of Lot 1, Block 2 Parkview Retail. The proposed land use consists of a retail grocery store with an accessory motor fuel facility. The proposed development requires consideration of site and building plan review and a conditional use permit for the motor fuel use. A public hearing to consider the applications was held by the Planning Commission at their meeting on 4 November 2019. Mr. Tom Bruce of Rice Companies was present as the applicant. Mr. Bruce indicated agreement with the conditions recommended by City staff and also indicated that Coborn's is requesting 24-hour operation of the motor fuel use. Ms. Katherine Coles, who resides at the residential property to the west, had questions regarding landscaping and exterior lighting. These items were addressed by City staff. Mr. Charles Kolles, who resides at the residential property to the west of the Coles' property, had questions regarding right-of-way dedication for CSAH 39. This question was also addressed by City staff and it was also noted that right-of- way dedication for CSAH 39 as part of the planned improvement project is subject to review and approval of Wright County. There were no other public comments and the public hearing was closed. The Planning Commission briefly discussed 24-hour operation of the motor fuel facility with automated pumps. Mr. Bruce and City staff noted that automated pumps are commonplace, there is a fuel shut off switch required, there is an oil containment/separator facility required before a spill can reach the storm water system, and limits on the amount of fuel that can be dispensed per credit card swipe. The Planning Commission had no further concern regarding this issue and no other comments. The Planning Commission voted 5-0 to recommend approval of the final plat, as well as the Site and Building Plans Review and Conditional Use Permit applications for Coborn's Marketplace. I SUPPORTING DOCUMENTS ATTACHED: I ■ Planning Report dated 5 November 2019 ■ Engineering Review dated 30 October 2019 ■ Findings of Fact and Decision re: Final Plat ■ Resolution 2019-69 vacating existing right-of-way and drainage and utility easements ■ Resolution 2019-70 approving a Development Agreement ■ Development Agreement ■ Findings of Fact and Decision re: Site and Building Plan Review/Conditional Use Permit POSSIBLE MOTION I PLEASE WORD MOTION AS YOU WOULD LIKE ITTO APPEAR IN THE MINUTES: I Motion to approve the final plat of Parkview Retail subject to the conditions stated in the Findings of Fact and Decision as presented; adopt Resolution 2019-69 vacating existing drainage and utility easements; adopt Resolution 2019-70 approving a development agreement; and approve site and building plans and a Conditional Use Permit for accessory motor fuel facility for Coborn's Marketplace subject to the conditions stated in the Findings of Fact and Decision as presented. BUDGET INFORMATION FUNDING: BUDGETED: N/A TPC The Planning Company 3601 Thurston Avenue Anoka, MN 55303 763.231.5840 TPC@PlanningCo.com PLANNING REPORT - updated TO: FROM: REPORT DATE: ACTION DATE: RE: TPC FILE: BACKGROUND Otsego Planning Commission D. Daniel Licht, AICP 5 November 2019 14 December 2019 Otsego — Parkview Retail; Coborn's Marketplace 101.02 Rice Companies has submitted plans for final plat approval of Parkview Retail. The proposed final plat consists of 2 lots and 4 outlots. The preliminary plat and PUD -CUP for Parkview Retail was approved by the City Council on 22 July 2019. Application has also been submitted for development of Lot 1, Block 2 Parkview Retail. The proposed land use consists of a retail grocery store with an accessory motor fuel facility. The proposed development requires consideration of site and building plan review and a conditional use permit for the motor fuel use. A public hearing to consider the applications has been noticed for the Planning Commission meeting on 4 November 2019. Exhibits: ■ Site Location Map ■ Final Plat (2 pages) ■ Easement Sketch and Description (4 pages) ■ Coborn's Market Place development plans dated 10.04.19 1 ANALYSIS Comprehensive Plan. The subject site is guided by the 2012 Comprehensive Plan for commercial land uses. The proposed final plat modifies the area plan adopted by the City to revise the street layout and provide for more developable lots to maximize the access and visibility from 90th Street (CSAH 39) and Parrish Avenue (CSAH 42) for businesses. The realignment of the street layout provides opportunity to include a multiple family use west of Parkview Avenue that will provide for a transition between planned commercial and low density residential uses, expand housing options within Otsego, and provide increased market support in proximity to planned businesses. The proposed development is consistent with the policies of the Comprehensive Plan. Zoning. Lot 1, Block 1 of the proposed final plat is zoned R-7, High Density Residential Development. Lot 1, Block 1 is intended for future development of a multiple family residential use. Lot 2, Block 2 is zoned B-3, General Business District and is intended for development of a retail grocery store with accessory motor fuel facilities. The grocery store is allowed as a permitted use and the accessory motor fuel facilities are allowed as a conditional use within the B-3 District. Outlots A, B, and C are zoned B-3 District for future development of commercial uses. Surrounding Uses. The subject site is surrounded by existing and planned land uses shown in the table below. The proposed commercial uses are consistent with the existing and planned business uses in the area. The planned multiple family use for Lot 1, Block 1 (to be revised as an outlot on the final plat) will provide for a desirable land use transition between existing and planned residential uses to the west and south of the subject site. Direction Land Use Plan Zoning Map Existing Use North Commercial PUD District Retail, restaurant, office East Commercial B-3 District PUD District Bank SuperTarget South Commercial LD Residential B-3 District R-6 District Undeveloped Parrish Meadows (SF) West LD Residential A-1 District Rural Residential Final Plat: The following comments pertain to the proposed final plat application: Lot Requirements. Section 11-68-6.A.3 of the Zoning Ordinance requires lots within the R-7 District be a minimum of 20,000 square feet in area. There is no minimum lot width requirement for lots within the R-7 District. Lot 1, Block 1 complies with the lot requirements of the R-7 District. Section 11-77-7 of the Zoning Ordinance requires lots within the C-3 District to be a minimum of 1 acre in area and 200 feet in width to a public street. Lot 1, Block 2 complies with the minimum lot requirements of the C-3 District. 2 ■ Streets. The proposed final plat includes right-of-way for of the following public streets: o Right-of-way for 901h Street (CSAH 39) and Parrish Avenue (CSAH 42) is to be dedicated to provide for the existing minor arterial streets as designated by the Transportation Plan and planned improvement of CSAH 39 by Wright County. Right -of -Way dedication for CSAH 39 and CSAH 42 is subject to review by the City Engineer and approval of Wright County. o Parkview Avenue and 88th Street are proposed as commercial streets having an 80 foot wide right-of-way as required by Section 10-8-5.13.1 of the Subdivision Ordinance. The rights-of-way are extended to the south and west plat line to provide for future access to abutting properties as required by Section 10-8-5.A.7 of the Subdivision Ordinance. The City will undertake construction of 88th Street and Parkview Avenue as a public project. o Chapter 8, Section 8 of the City Code outlines street light requirements for the proposed final plat. High mounted cobra style lights are to be required at the intersections of Parrish Avenue (CSAH 42) and 88th Street and at Parkview Avenue and 88th Street. Decorative low scale fixtures are required to be installed every 150 feet along the sides of Parkview Avenue and 88th Street. Installation and a 2 year operation fee for required street lighting will be a developer expense. ■ Trails/Sidewalks. The final plat will include of a 10 foot wide trail on the south side of 90th Street (CSAH 39) and west side of Parrish Avenue (CSAH 42) to be constructed with the CSAH 39 improvement project. Parkview Avenue and 88th Street will include 5 foot wide concrete sidewalks on both sides of the streets to be constructed by the City. The provision of the proposed trails and sidewalks is consistent with the requirements of Section 10-8-5.D of the Subdivision Ordinance. ■ Grading Plan. The developer has submitted grading, drainage, and erosion control plans for areas within the final plat related to private improvements. Storm water drainage for public streets will be designed by the City with the public improvement project. All grading, drainage, and erosion control issues are to be subject to review and approval of the City Engineer. ■ Utility Plan. Sanitary sewer and water utilities are available to the subject site. Extension of sewer and water utilities to serve lots within the final plat will be designed and constructed by the City as part of the public improvement project. Lots within the final plat are required to pay utility availability charges at the time of final plat approval. All utility issues are subject to review and approval of the City Engineer. ■ Easements. A public hearing was held concurrent with the preliminary plat application to vacate certain existing drainage and utility or right-of-way easements within the subject site. The proposed final plat provides for dedication of drainage and utility 3 easements at the perimeter of each lot and outlot and overlying private storm water basins and public utility corridors. The proposed easements must comply with the provisions of Section 11-8-12 of the Subdivision Ordinance and are subject to review and approval of the City Engineer. ■ Park Dedication. Final platting of the subject site triggers park dedication requirements set forth by Section 10-8-15 of the Subdivision Ordinance. The Parks System Master Plan does not identify dedication of land from the subject site for public parks. As such park dedication requirements are to be satisfied as a cash fee in lieu of land. Lot 1, Block 1 will pay a park dedication fee based on 76 dwelling units that may be constructed based on the lot area. Lot 1, Block 2 will pay a park dedication fee on a per acre basis with credit for the park dedication fee paid by the prior Friendship Addition final plat. Park dedication fees are required to be paid at the time of final plat approval. Lot 1, Block 2 Development Plans. The following comments pertain to the proposed development of Lot 1, Block 2 with a retail grocery store with accessory motor fuel facilities. The site plan illustrates a potential future 9,120 square foot addition on the south end of the proposed building. The future addition would be subject to application for site and building plan review and is not included in this analysis. ■ Exterior Materials. The exterior finish materials are not specified on the submitted architectural plans. The developer must submit revised architectural plans specifying proposed exterior materials that comply with the requirements of Section 11-17-4.D.1 of the Zoning Ordinance. ■ Building Height. The proposed building is 35 in height to the high point of the flat roof at the building entrance and complies the 35 foot height allowed within the B-3 District specified in Section 11-77-8.A of the Zoning Ordinance. ■ Landscape Plan. The site plan illustrates landscaping but does not include a schedule specifying proposed plant types, sizes, and quantities as required by Section 11-19-2.13 of the Zoning Ordinance. A revised landscape plan is required to be submitted and must address: o Installation of deciduous shade trees in yards abutting public rights-of-way not more than 50 feet on center. Based on the location of infiltration basins along the south lot line, a hedge row of low growing deciduous or evergreen shrubs may be necessary in lieu of trees. o Installation of buffer yard landscaping along the west lot line to include a mix of deciduous shade trees, evergreen trees, ornamental trees, and evergreen shrubs. .19 o The size of all plantings must comply with Section 11-19-2.13.3 of the Zoning Ordinance. o Irrigation provided by an inground system as required by Section 5-2-3.C.2 of the City Code. ■ Motor Fuel. The proposed use includes accessory motor fuel facilities located on the south side of the principal building. Motor fuel uses are allowed within the B-3 District as a conditional use permit subject to the provisions of Section 11-77-6.H of the Zoning Ordinance: o Hours of operation for the motor fuel use are limited to 5:OOAM to 12:00 midnight unless extended by the City Council. The developer has indicated that the fuel pumps are to be automated pay -at -the -pump units and they are requesting 24-hour operation. The existing Holiday and Kwik Trip motor fuel facilities in Otsego are 24-hour operations and City staff supports the request for Coborn's. o No plans have been submitted for the canopy. Section 11-77-6.H.3.a of the Zoning Ordinance requires the architectural materials for the canopy to be consistent with that of the principal structure. Our office recommends that the canopy utilize Grade A materials as applied to the principal building for the lower 2/3 of the canopy supports. Section 11-77-6-H.4.b of the Zoning Ordinance limits the canopy height to not more than 18 feet with a minimum of 14 feet of clearance underneath. o The motor fuel facility includes four pump islands (with an unspecified number of pumps). Section 11-77-6.H.6.b of the Zoning Ordinance requires the fuel pumps to be installed a minimum of 6 inches above the drive aisle, which must be verified. There is a 24 foot wide drive aisle between pump islands as required by Section 11-77-6.H.7.c of the Zoning Ordinance. ■ Access. Lot 1, Block 2 is to have direct access to 901h Street at the northwest corner of the lot. The access is to be limited to right-in/right-out only with construction of a center median on CSAH 39 as part of the Wright County improvement project. Traffic seeking to go west on CSAH 39 will be able to use this exit to go east to the planned roundabout and circulate to return to west bound CSAH 39. The access from Lot 1, Block 2 to CSAH 39 is subject to review by the City Engineer and approval of Wright County. 5 Lot 1, Block 2 is also to have 2 accesses to 88th Street. The east access is aligned with the Parkview Avenue and 88th Street intersection. The west access is located at the southwest corner of Lot 1, Block 2. The accesses are spaced 290 feet from Parrish Avenue, 200 feet between driveways, and 10 feet from the west lot line. The location of the proposed accesses to 88th Street comply with Section 11-21-6.B.1 of the Zoning Ordinance. ■ Off -Street Parking. Retail uses are required to provide 1 off-street parking stall for each 200 square feet of net floor area in accordance with Section 11-21-8 of the Zoning Ordinance. The proposed principal building within Lot 1, Block 2 has a gross area of 42,346 square feet and net area of 38,111.4 square feet (90% of gross area). The 38,111.4 square foot net area of the principal building requires 191 off-street parking stalls. The proposed site plan provides for 212 parking stalls within Lot 1, Block 2, which exceeds the number required by the Zoning Ordinance. Within the 212 parking stalls are 10 disability van accessible parking stalls as required by the Americans with Disabilities Act. Parking stalls are designed as 9 feet by 18 feet accessed by drive aisles that are a minimum of 24 feet wide. The dimensions of the parking area complies with the provisions of Section 11-21-7.B of the Zoning Ordinance. The parking area is surfaced with asphalt and surrounded by concrete curb as required by Section 11-21-7.0 and Section 11-21-7.D of the Zoning Ordinance, respectively. ■ Loading. There are 2 loading berths facing north on the northwest corner of the building. The location of the loading area allows for delivery by semi-tractor/trailer to enter the site from 88th Street and exit to 90th Street (CSAH 39). The loading area is lower than the grade of the drive aisle to the west and a screening fence is provided on the west side of the loading area. Additional landscape screening is required to be provided along the west lot line as described above. ■ Signs. The site plan illustrates a freestanding monument sign at the northwest corner of the Parrish Avenue (CSAH 42) and 88th Street intersection. This sign is located on Outlot B and must be provided for as a joint free standing sign as allowed by Section 11-37- 5.C.4 of the Zoning Ordinance with a height up to 30 feet and area of up to 100 square feet. Alternatively, the sign may be defined as an area identification sign outlined by Section 11-37-6.A of the Zoning Ordinance, which allows the sign to be up to 200 square feet in area and up to 12 feet in height. The building elevation plans illustrate wall signs on the east (front) elevation of the principal building. Wall signs within the B-3 District are allowed to be up to 15 percent of the area of the building elevation with the area of individual signs limited to 100 square feet. No wall signs are allowed to be installed upon the motor fuel facility canopy. 0 All signs require a sign permit subject to review and approval of the Zoning Administrator prior to installation for compliance with the provisions of Chapter 37 of the Zoning Ordinance. ■ Trash. The site plan illustrates a trash compactor at the southwest corner of the building. The submitted building elevation plans do not include the west elevation of the proposed building. Section 11-18-4.0 of the Zoning Ordinance requires outdoor storage of waste containers to be screened from view of public rights-of-way and adjacent properties. Plans must be submitted indicating how the area of the trash compactor is to be screened as required by the Zoning Ordinance. ■ Exterior Lighting. The submitted plans include an exterior lighting plan and photometric plan illustrating proposed illumination patterns and intensity. Section 11-16-6.C.1 of the Zoning Ordinance limits the intensity of light at the property lines to not more than 0.4 foot-candles. The proposed lighting plan complies with this requirement except along the north lot line. Additional shielding may be required to comply with the intensity limit at property lines established by the Zoning Ordinance. Proposed light fixtures are shown to have a 90 degree horizontal cut-off as required by Section 11-16- 6.C.3 of the Zoning Ordinance. The height of freestanding light fixtures is limited to 25 feet by Section 11-16-6.C.4.a of the Zoning Ordinance and must be verified. Section 11-77-6.H.11 of the Zoning Ordinance regulates exterior lighting specific to the accessory motor fuel facility. Canopy lighting must consist of recessed canisters with no portion of the light source or fixture extending below the bottom face of the canopy. Total canopy illumination below the canopy may not exceed one hundred fifteen (115) foot-candles at ground level. The facia of the canopy may not include illumination. ■ CUP Criteria. Consideration of the conditional use permit for Lot 1, Block 2 is to be based upon (but not limited to) the criteria established by Section 11-4-2.F of the Zoning Ordinance: 1. The proposed action's consistency with the specific policies and provisions of the Otsego Comprehensive Plan. Comment: The subject site is guided by the 2012 Comprehensive Plan guides the subject site for commercial land uses. The proposed use provides for delivery of retail goods and services to the Otsego market. The proposed use is consistent with the Future Land Use Plan of the Comprehensive Plan. 2. The proposed use's compatibility with present and future land uses of the area. Comment: The proposed use is within a block of lots to be developed with commercial uses. To the south will be additional commercial development and a transitional multiple family dwelling use. To the west is an existing rural residential VA use planned to redevelop with commercial uses. Screening will be provided to the west to screen the existing residential and future commercial use from potential impacts related to the motor fuel facility. 3. The proposed use's conformity with all performance standards contained within the Zoning Ordinance and other provisions of the City Code. Comment: The proposed motor fuel facility shall comply with the provisions of the Zoning Ordinance. 4. Traffic generation of the proposed use in relation to capabilities of streets serving the property. Comment: The subject site is accessed from 90th Street (CSAH 39) and Parrish Avenue (CSAH 42) that the Transportation Plan designates as minor arterial streets. These roadways have adequate capacity to accommodate traffic generated by the proposed use. The proposed use can be accommodated by existing public services and facilities and will not overburden the City's service capacity. Comment: The subject site is located within the East Sewer District where the City anticipates development of urban uses such as the proposed motor fuel facility. The City has adequate utility infrastructure and other public service capacity to accommodate the proposed use. Development Agreement. The proposed final plat and development of Lot 1, Block 2 involves public improvements and connections to City utilities. The developer is required to enter into a development agreement with the City related to the final plat as provided for by Section 10-10- 4 of the Subdivision Ordinance. Approval of the site and building plans and conditional use permit, including conditions attached thereto, is also to be addressed within a performance agreement in accordance with Section 11-4-7 of the Zoning Ordinance. The development agreement is to be drafted by the City Attorney and is subject to approval of the City Council. 12. The final plat is required to be recorded by 20 February 2020 as provided for Section 10-5- 3.6.8 of the Subdivision Ordinance. RECOMMENDATION The proposed Parkview Retail final plat is consistent with the policies of the Comprehensive Plan, requirements of the Zoning Ordinance and Subdivision Ordinance, and conditions of the preliminary plat approval. Likewise, the proposed development of Lot 1, Block 2 is also consistent with the policies of the Comprehensive Plan and requirements of the Zoning Ordinance. Our office recommends approval of the applications as outlined below. POSSIBLE ACTIONS Decision 1— Final Plat A. Motion to recommend approval of the Parkview Retail Final Plat subject to the following conditions: 1. The final plat shall be revised to designate Lot 1, Block 1 as an outlot. 2. Right -of -Way dedication for CSAH 39 and CSAH 42 shall be subject to review by the City Engineer and approval of Wright County. 3. All street design, street construction plans, street lighting, trails, and sidewalks shall be subject to review and approval of the City Engineer; street lighting required by the City Code shall be installed as a developer's expense. 4. A cross ingress -egress and parking agreement shall be recorded over Lot 1, Block 2, Outlot B, and Outlot C, subject to review and approval of City staff. 5. All grading, drainage, and erosion control issues are to be subject to review and approval of the City Engineer. 6. All utility issues are subject to review and approval of the City Engineer. 7. The developer shall pay utility availability charges at the time of final plat approval. 8. Park dedication requirements shall be satisfied as a cash fee in lieu of land in accordance with Section 10-8-15 of the Subdivision Ordinance. All drainage and utility easements shall be subject to review and approval of the City Engineer. 10. The developer shall enter into a development agreement with the City as provided for by Section 10-10-4 of the Subdivision Ordinance as drafted by the City Attorney and subject to approval of the City Council. 11. The final plat shall be recorded by 20 February 2020 as provided for Section 10- 5-3.13.8 of the Subdivision Ordinance. B. Motion to recommend the application be denied based on a finding that the request is inconsistent with policies of the Comprehensive Plan and requirements of the Zoning Ordinance and/or Subdivision Ordinance. N C. Motion to table. Decision 2 — Lot 1, Block 2 Site and Building Plan Review and Conditional Use Permit A. Motion to recommend approval of site and building plans and a conditional use permit for Lot 2, Block 1 Parkview Retail, subject to the following conditions: The developer shall submit revised architectural plans specifying proposed exterior materials for the principal building that comply with the requirements of Section 11-17-4.D.1 of the Zoning Ordinance. 2. A revised landscape plan shall be submitted to address: Installation of deciduous shade trees in yards abutting public rights-of- way not more than 50 feet on center. Based on the location of infiltration basins along the south lot line, a hedge row of low growing deciduous or evergreen shrubs may be necessary in lieu of trees. Installation of buffer yard landscaping along the west lot line to include a mix of deciduous shade trees, evergreen trees, ornamental trees, and evergreen shrubs. The size of all plantings shall comply with Section 11-19-2.B.3 of the Zoning Ordinance. Irrigation shall be provided using an inground system as required by Section 5-2-3.C.2 of the City Code. The motor fuel use shall be allowed 24-hour operation. 4. The developer shall submit plans for the motor fuel canopy: The architectural materials for the canopy shall utilize Grade A materials as applied to the principal building for the lower 2/3 of the canopy supports as required by Section 11-77-6.H.3.a of the Zoning Ordinance. b. The canopy shall be limited to not more than 18 feet in height with a minimum of 14 feet of clearance underneath as required by Section 11- 77-6-H.4.b of the Zoning Ordinance. 5. Fuel pumps shall be installed a minimum of 6 inches above the drive aisle as required by Section 11-77-6.H.6.b of the Zoning Ordinance. 10 6. Access from Lot 1, Block 2 to CSAH 39 is subject to review by the City Engineer and approval of Wright County. 7. All signs shall comply with Chapter 37 of the Zoning Ordinance and all signs shall require a sign permit prior to installation. 8. The exterior trash compactor shall be screened as required by Section 11-18-4.0 of the Zoning Ordinance, subject to review and approval of the Zoning Administrator. 9. The photometric lighting plan shall be revised to comply with Section 11-16-6.C.1 of the Zoning Ordinance limiting the intensity of light at the property lines to not more than 0.4 foot-candles. 10. The developer shall verify that the height of freestanding light fixtures is limited to 25 feet by Section 11-16-6.C.4.a of the Zoning Ordinance. 11. Exterior lighting installed upon the canopy shall comply with Section 11-77- 6...11 of the Zoning Ordinance, subject to review and approval of the Zoning Administrator. 12. All grading, drainage, and erosion control issues are to be subject to review and approval of the City Engineer. 13. All utility issues are subject to review and approval of the City Engineer. 14. All drainage and utility easements shall be subject to review and approval of the City Engineer. 15. The developer shall enter into a performance agreement with the City as provided for by Section 11-4-7 of the Subdivision Ordinance as drafted by the City Attorney and subject to approval of the City Council. Motion to recommend the application be denied based on a finding that the request is inconsistent with the Comprehensive Plan and intent of the Zoning Ordinance. Adam Flaherty, City Administrator/Finance Director Tami Loff, City Clerk Andy MacArthur, City Attorney Ron Wagner, City Engineer 11 PARKVIEW RETAIL XNOWAUPAR WDY]HUEPRUf That wnvofmrl I(vwm➢dutrlWdpxoperryxhavvdm Ne[aunbvlWdDhG Smfe v(MmnvvmtoMMWt . Lott; Bffwk i. fAmffaodxhloAaelmn. rvnpAt wntlyt/n��nMmnwm OWIWO,�mdfhlp•AAArd/dd MW, htCOlVMmne m , PND ThaMtppoo«o/Nv NOMwertpuortv o/thr NwlAI QuartvajRNon 2; Townjhlp /11, Ra pe23, Wr1gM (buffy; Mmnvvtq dexWbv/m/a7mfx UmmmMpotlhe Nonhmrtpuodera dtrlana -40- 5/tlo Uhea DalnQvfWDInnN9: fhenmA5mnh 02329'(FojG ]II C Na+he9'OS]9/GxG314.B]/vCNm «Nosh a2i'19• Wmt691.]i lv+rofhrnenh Imo o/xvldNadhwvtpuortva(Nv Nanhrmtpwrtrr, NOmSvum B9L938'Wut alm➢mfdnorth lfne3tAe]fvelfvthepWta/ bgmM,p AND Thatpparta/Lhe NaMwutpuMvvffheNvrthmxtpuvrtero/Se«Ion 2;Towmhfp 121, Ronga23,VM➢htCounb, MlnneomdevibrdmNllvwc Cammena'rgmthc SoutluO ero/mldNe«hwvrt Owmrvlthe Nwmemt Ouurtrr, Nana North Odeymu 49mmumt )exomndxW4rt( rdbmffnyalmy memrtlmeq'jo(d Narthwutpmrtoro/fha Nwfhevrt Quaxfar, a dtrfana v(31R4I1 etmfheadua(yolntolbrylnnfny; IAmmfauM 89dmmv 16minmv9jmndjW%C a dAmnma( ]01,66/eaCthmce Norm Odrgmj49mfnuKlBx<mndxWaCad6mme v/389161Mma11nrDvmllel tnlh anddblanfG91.]t( xaum a/themrlA lfneo(jaMNartlnrcxt vfanp mlr<P rAlellm�adlmxnaa(]81.66f<elNxh <e<mepelvaljald NarthvvtQwrtve(N<NaNxe«Qwrter,IMxeSoudra �dd�-- lnuhx iHxwMxEuCaWg mId amtlma a dutance a(31i.56h«ro mepolnlo/brpbmmp ANO Tb Z'ZlfhrNvdAwajtpuaHva/Nv NaMvvrtpuadvo(5eatonX7ownjhlp R1 Ranya23, VhlDht Covn(ry MmnuvmduvlbdmbBowRseym do➢af IheSauUcart puvtvol� No�fhmrtQuarmr,adbtvna�n(]etQ.661a<CNafaNvrUrBd<grcu49minu4x Bx<mndxWeg310.S]fvCN nu North 89 drgrrvryl6mfn�mxS3vmntdx EmEadnronao/]01.66je« mNaaartWevfjofdNorthw¢[Qua«vv/th<NortAeart puarf<rtboor SaRhedgnu49 mutute lBmands�fC vbnpjaldmrtlinea dufanm aI310A11e«ro fhe pvbd o/brymnlnp ANO Thatpart of Pan«29,WAlfdlTCOUNWNIOHWAYRfGH]OFWAYPIATNO.&onmrdbgm NenmdMp!«thneq;Vfipht Caunb, MbmerotglyingxMAva'andxr Ay of me /olbMn y derlbd pne Cammmdn➢UMW N.Hh—mve-129, Old WR(GHTCDUN)WHWAYRI6NTOFWAYPUTNM4thrnaSarthtpdegrtv 0.9m1Me40x OdcW.0 e.,,,medbmrinp Dorn➢8m wnt8nv v/xald Pvra(2q adbmna o/!!92 jeetm Ihepvinto/deylnnmg affha Wambvdmlbe¢thenmNMhB9'3T4T faxC a dumnca a/ 1T/.OSf lmNrnvrthwvNrb emmion o/IhvrouNwerteriylma v/xaMPamI23, fhenm5ovth 44•ST39'EaryalmgmidnvN�wxeu(yuhnxlmCaditlanavf11981vrtb thexouUrwef(nly(inrv/OMPa 139eMmidWeNwmminadny. HawmuxN nd yNtrpbG lhemmeY haxumpxiandplottvd ax PARXVIEWREFA1Lvnddv hveEY deilmmmth<puWfrl q�bGcwel wrfhepub@xvlsandtAe dmfnvp<entl m8ly mxanmCaxam InWMMWhOMWd - h—lldthemp OOU-la bejlynodbyfttprayvORmn Udx_doya/ —2O_. STATEOF CAUNTYOF Th¢Nmumentwm adnaWsdgodbtAuemefhfx_ dyo/ .20_by 1tr of on behaffq'tlm NAeryPublfe Caunb, Mumemro plyCommtulvn Gplmj fURV6Y0ASCERTIRfATR 4 ChditophvR hfq, doherciywdbthwmtrplatwajpmpatWbymearundvmyd8a«mparvtrlommatlom pduh•Umnxadland5urvgarmtlKSromv(MMnwm;mat Nlj plattr amm«nprairnmllan ajrhv boundaryrvrwy5m«al(mvthunvUmId.m andlubepammrt<aartledgnvfNan mUPMClhalaRmmmnmtrdepluxdmmDpl« hawhean. arwlllbemmdfyntwlmin aneymRfhatallwmerbmndarlvandwetl.L mdrpnNNMmnsmmSmmtg5eNm50591,fubd3,ma/medama(mtr aNpmleanxhvwn a.dl.M. m4plvCaMaBpublmwvyromjhawn andmbdNon fh4pfaG GdxmphvR Poley, IdnmMlandSurvgor Mmrmmro UmeaNa 55393 STATEOF COUNTYOF 7Ar/xgoln95unmmh CerflpafmwmodmoxhJged6V mNtr__daYa( 2 -by Pmfexdonvllanesurvgm NvroryPubllc —01,,Mbm<mm MYComml Maphv CRY WUNaL CfTYOFOT =MINNUOTA nUplalafPARRWEWRETAR wm appmwevndvaepfed hythe CtV Cwndfa/fXe Qbv/Otrg MfnnemU ata ngavm gIhvm(N4_dy al W0� dmfdpbtUm.mmpllana Ma MepmNdomo(Mfmwm Stamm;5adlm=oX Subd; Cltyvrfk WIf16HTC0UNT'AUDROryFAG1SWtER ' Pwmant OMlnn—W SOOW, SM1an 505921, Subd S, mmxpayUU fw iheymr mNa fond hedO.Aeduulbed bora bxenpvld Alm pumuntwml—w Sl--.; W-2Rl; lb- —.ddlnvwnf rotor mdbamfvmmrrd fhU_doyaf -20 WdghI..1,Audlror/Remwv ~� WR/GMY[OUNTYSURVEYOR l henbyauRb thotln amvNanmwlfAMmnuvm Sromten5edmn 50S02Lpubd lL Ntrpfathmbwn mdrnndvndvppmwd lhtr day a( 20 mphtC otfsfuwyw WRIGNT C9UNTYRECOAOfR IAmbyartlb•tfwtNU DO..nt—rWln theo(pmv/Ne CaunlyFemAv(orraveon 64_dayv/ 2L �a[_o'dark .M, andwmdabp(Mln Gbinet 5(oan; mDemmmtNumber Wrlyht Ca nbRemxd, Westwood Profaseional Savtaat, int. PARCEL ... �. d��uwdvad,rr. _ — —R.,EL 25 I SSC^011111 u') nrof'n+rx) 5nn•f1'O)T 6SAS6 LOT I BLOCK PARKVIEW RETAIL I,ou+mxwx.uM ��xn"ix3ix�,,,x� sa.-i nw+ Fd I rxexa,muxrw,x.xaxwdrow.m,or,xrNwrxun +^ I I M sm)soe),N owduwYcrroxY,rowN„n.,n,a.,Mra-__.l__J L__1____ =:. 6NSUMUNtwN11')I.Tf r .uw -, � woswc SGIE IN +mff T 1 I 1 I 0I I ZI M m I I m o I I I m_wJ , I G{ I I �w I 1 . I Al PARKVIEW S AVENUE * I I I PARCEL ... �. d��uwdvad,rr. _ — —R.,EL 25 I SSC^011111 u') nrof'n+rx) 5nn•f1'O)T 6SAS6 LOT I BLOCK PARKVIEW RETAIL I,ou+mxwx.uM ��xn"ix3ix�,,,x� sa.-i nw+ Fd I rxexa,muxrw,x.xaxwdrow.m,or,xrNwrxun +^ I I M sm)soe),N owduwYcrroxY,rowN„n.,n,a.,Mra-__.l__J L__1____ =:. 6NSUMUNtwN11')I.Tf r .uw -, � woswc SGIE IN +mff T 1 I 1 I 0I I ZI M m I I m o I I I m_wJ , LOT 7 3: il9 a� s a;ls�gs M r )rawaw var '` Lj I II (' q ;A. T-----� I rM:t rnn -- Iii BLOCK I 2 Ia N. r-`11___,mwomemmv l-, L---------- --------- 7 M— j I sl OUTLOTB L JillFIi'fE,''.S:Snf? • I I I ppzl ra 'I klI ...., gIII lIypsp .,- w $3 1I '- OUrmTmLmO'wTmC rMA g 1,I fI a. 41 I F 1 I r< �3 l.� ,I I i I I nvx'rdcxrwww)urxat. g i \ d II I mm,a I duoxxrwoumm I I All 11 11 •.°� ,� ;i 'I r'VF ,FF -17 ," r-..nPfwawsrvmurd,r "°�°•o':,,''s�"s s`°s ^ - µ Qk a m I .—Al— _aN_um,,i.a_mmrrr'a�d"f 51_PARRISH AVENUE'aI! Nlu.'E :1.1R;Gh7 NfvN','MV 3NT CFW,.; Q PARM.'2 � uttuxrwrxr%sm•mvtow _______-I—____ w.vu ar xv<wnrrMru td Westwoc Prafacional Sarvida, Al PARKVIEW S AVENUE :•�y, Wr.A �. ..r.o �. ' 30a '• __--------- --Milt __ �--____. gi OUTLOTI A id I i 5 I I I I I I I — — — -a--TT nrc+nwrudwraK1tlf?rrwm�"u.I- I P,.R..£ 28 PARCEL 27 PARRISHI AVENUE N.E. rsx:w °A'icwiw� ,r wtnw PARRSff Ai•''FDXE ;1... LOT 7 3: il9 a� s a;ls�gs M r )rawaw var '` Lj I II (' q ;A. T-----� I rM:t rnn -- Iii BLOCK I 2 Ia N. r-`11___,mwomemmv l-, L---------- --------- 7 M— j I sl OUTLOTB L JillFIi'fE,''.S:Snf? • I I I ppzl ra 'I klI ...., gIII lIypsp .,- w $3 1I '- OUrmTmLmO'wTmC rMA g 1,I fI a. 41 I F 1 I r< �3 l.� ,I I i I I nvx'rdcxrwww)urxat. g i \ d II I mm,a I duoxxrwoumm I I All 11 11 •.°� ,� ;i 'I r'VF ,FF -17 ," r-..nPfwawsrvmurd,r "°�°•o':,,''s�"s s`°s ^ - µ Qk a m I .—Al— _aN_um,,i.a_mmrrr'a�d"f 51_PARRISH AVENUE'aI! Nlu.'E :1.1R;Gh7 NfvN','MV 3NT CFW,.; Q PARM.'2 � uttuxrwrxr%sm•mvtow _______-I—____ w.vu ar xv<wnrrMru td Westwoc Prafacional Sarvida, w zuit wesn ooa vrotesslonal �ervlces, um I I NORTHWEST CORNER LOT 1, �l BLOCK2 PARKVIEW RETAIL S00°08'40"W 11.38 - I WESTLINEOFLOTS,BLOCK2 PARKVIEW RETAIL I LEGAL DESCRIPTION v /1 Tl l r- C: - LJ \L_L1 IVL_ SOUTH RIGHT OFWAYLINE OF 90TH ST NE j AS SHOWN ON PARKVIEW RETAIL 1 l S89 3747"W 459.78 N89 °50'49 "E 316.33 LOT 1 An easement over, under and across that part of Lot 1, Btcck2 and Outlot C. PARKVIEW RETAIL, according to the recorded plat thereof, Wright County, Minnesota described as follows: Beginning at the Northwest comer o f said Lot 1; thence South 00 degrees 08 minutes 40 seconds West assumed bearing, along the west line of said Lot 1, a distance of 1138 feet thence North 89 degrees 50 minutes 49 seconds East a distance of316.33 feet thence Eastedy14430 feet along a tangential curve concave to the North, having a radius of 791.00 feet and a central angle of 10 degrees 27 minutes 09 seconds, to the south Right of Way line of 90th Street Northeast thence South 89 degrees 37 minutes 47 seconds West along saidsouth Right ofWay line, a distance of459.78 feet to the point ofbeginning. SURVEYOR NOTE 1. Easement becomes valid upon the recording of PARKVIEW RETAIL 1' BLOCK I OII48 Hcuo b -d1ggI,: 811 or m11811cP n I - 3215 r , u� L=144. 0 —> R=79100 \ - A=10a2 OUTLOT C 2 I x 0' 40' 80' DENOTES PROPOSED EASEMENT AREA DESIGNED' PREPARED FOR - W - SHEET NUMBER: CHECKED: CRF - -- ., - .t Westwood _ Easement Sketch and DRAWN: Twe RICE COMPANIES PARKVIEW RETAIL DEVELOPMENT Phono (320)253-9495 870112th Shoot North, Suit. 208 Fax (320)858-2001 6L Cloud, MN 53803 TcAI'm WedWoodpsmm Description OF MELDCRON: 1019 INDUSTRIAL DRIVE SOUTH (800)270-9485 OTSEGO, MN 1 RE1D WORK GATE SAUK RAPIDS, MN 56379 WoA--d Prufoslondl S --.%Inc DATE: 10/15/19 PR(11FlT NII IMRFR' nn71 M3 M ® 2019 Westwood Professional Services, Inc. LEGAL DESCRIPTION An easement over, under and across that partof Lott, Block 2 and Outlot B, PARKVIEW RETAIL, according to the recorded plot thereof, Wright County, Minnesota described as follows: Commencing at the Southwest comer of said Outiot 8; thence North 89 degrees 37 minutes 47 seconds East, assumed bearing, along the south line of said OutlotB, a distance of289.78 feet to the west Right of Way line o f Parrish Avenue Northeast, thence northeasteriy1.62 feet along said west Right of Way, being a tangential curve concave to they northwest having a radius o f 5.00 feet, and a central angle of 18 degrees 34 minutes 21 seconds 1 to the point of LOT beginning; thence continuing northeasterly 613 feet along said west Right of Way, being a tangential curve concave to the northwest having a radius of 5.00 feet and a central angle of71 degrees 20 minutes 33 seconds thence North 00 degrees 17 minutes 07 seconds, along said west Right of Way, a distance of 28899 feet thence South 07 degrees 15 minutes 19 seconds West a distance of 3.81 feet thence South 01 degree 28 minutes 05 seconds West a distance of 1332 feet; thence South 00 degrees 13 minutes 52 seconds West a distance of 276.65 feet to the point of beginning. SURVEYOR NOTE BLOCK 1. Easement becomes valid upon the recording of PARKVIEW RETAIL X _ Westwood SHEET NUMBER: CHECKED: CRF 3 0' 40' 80' 0 0 DENOTES PROPOSED EASEMENT AREA > u S07°15'19"W S01 28'05"W , 2 ^II N I M N C En OUTLOT B �- SOUTHWEST CORNER OUTLOT B SOUTH LINE OF OUTLOT B - p=1B°3421" PARKVIEW RETAIL t r PARKVIEWRETAIL I R-5-00 r I L= w N89°37'47"E 289.78 � � � Coll49 H°vrs bA°m dlgging: 811 or c211811.com -WEST RIGHT OFWAY LINE OF PARRISH AVE NE LIQ a°1i – ro Lij, iC DESIGNED: PREPARED FOR: Westwood SHEET NUMBER: CHECKED: CRF Easement Sketch and DRAWN: Tw8 RICE COMPANIES PARKVIEW RETAIL DEVELOPMENT Phono (820)253.9496 370112th Strout North. Surto 208 Fox (320)3594001 SL Cloud, MN 59303- Ta9Ftm (900)270-9496 west—d1p... Description OF RELD CREW: 1019 INDUSTRIAL DRIVE SOUTH OTSEGO, MN 1 REM WORK DATE: SAUK RAPIDS, MN 56379 Wt—.d Pmtessional5ervims, 1-1 eDATE 10/15/19 PROJECT NUMBER: 0021003.00 w Luly wenw000 I N00°08'40"E 5.00' N89 49'50'E 60.00 N00°08'40"E- �� NORTHWEST CORNER LOT 1, 5.00 BLOCK I, FRIENDSHIP ADDITION Y 0' 20' 40' ® DENOTES VACATED EASEMENTAREA 1 rP )Ir1N�✓��(i I I NORTH LINE LOT 1, BLOCK I FRIENDSHIP ADDITION CoU96 H°g"be( dipglnp: 811oor caIlBlLcom Tc� d That portion of Drainage and Utility Easement dedicated for public use, over, under and across that part of Lot 1 and Lot Z Block 1, FRIENDSHIP ADDITION according to the recorded ptat thereof Wright County, Minnesota described as follows Commencing at the Northwest corner ofsoid Lot 1; North 89 degrees 49 minutes 50 seconds East assumed bearing along the north line of said Lot 1, a distance of 60.00 feet to the point of beginning; thence North 00 degrees 08 minutes 40 seconds East a distance of 500 feet thence North 89 degrees 49 minutes 50 seconds East a distance of 169.55 feet thence South 00 degrees 08 minutes 35 seconds West a distance of 10.00 feet thence South 89 degrees 49 minutes 50 seconds West a distance of 169.55 feet• thence North 00 degrees 08 minutes 40 seconds East a distance of 5.00 feet to the point of beginning. DESIGNED: r✓i..r��n.l1 I PREPARED FOR: h Westwood '7T NUMBER: I ll� CRF N8949'50"E 169.55 - ,500°08'35"W 10.00 DPAWN: S89°49'50"W 169.55 _. I RICE COMPANIES l PARKVIEW RETAIL DEVELOPMENT Phoa° (3201253-9485 3701121hSlre°tNorth, 5011e2a5 Fan (It=)3584!001 SLCIoad.MN56803 T04F— Easement Vacated La� FIELD CREW: 1019 INDUSTRIAL DRIVE SOUTH DRAINAGE AND UTILITY EASEMENT VACATED OTSEGO, MN That portion of Drainage and Utility Easement dedicated for public use, over, under and across that part of Lot 1 and Lot Z Block 1, FRIENDSHIP ADDITION according to the recorded ptat thereof Wright County, Minnesota described as follows Commencing at the Northwest corner ofsoid Lot 1; North 89 degrees 49 minutes 50 seconds East assumed bearing along the north line of said Lot 1, a distance of 60.00 feet to the point of beginning; thence North 00 degrees 08 minutes 40 seconds East a distance of 500 feet thence North 89 degrees 49 minutes 50 seconds East a distance of 169.55 feet thence South 00 degrees 08 minutes 35 seconds West a distance of 10.00 feet thence South 89 degrees 49 minutes 50 seconds West a distance of 169.55 feet• thence North 00 degrees 08 minutes 40 seconds East a distance of 5.00 feet to the point of beginning. DESIGNED: PREPARED FOR: Westwood '7T NUMBER: yi CRF - ....... Drainage and Utility DPAWN: two RICE COMPANIES PARKVIEW RETAIL DEVELOPMENT Phoa° (3201253-9485 3701121hSlre°tNorth, 5011e2a5 Fan (It=)3584!001 SLCIoad.MN56803 T04F— Easement Vacated OF FIELD CREW: 1019 INDUSTRIAL DRIVE SOUTH OTSEGO, MN a.94 (800)2795 westwoadpxmm FIELDWOPKDAM' SAUK RAPIDS, MN 56379 WmtmodFrdfmionelServioeyInc. DATE 10/15/19 PROJECT NUMBER; 0021003.00 3 e W [ui7 We W000 rroressionai oemces, mc. DESIGNED: PREPARED FOR: Ce048 Hou"bd.. dtgft: Westwood . 811 or ca11811-com CHECKED. 1 - . . -� .. - .... .. Drainage Utility I Irel Z. 2 ^ v� I RICE COMPANIES r Street h, Suf e203 PA., t320)358-8485 ST0112lSL and 1 Toa (820)353-2001 , MN 0 TaOPmo _;( OF FIELD CREW: 1019INDUSTRIAALDRIVE SOUTH OTSEGO, MN N00°08'40"E - N8949'50"E 169.55 5.001 N89 49'S0'E 60.00 FIELD WORK DATE i J +500°08'35"W - N00°08'40"E. >< >10.00 I ' NORTHWEST CORNER LOT 1, 5.00 I S8949'50"W 169.55 — BLOCK I, FRIENDSHIP ADDITION DATE: 10/15/19 NORTH LINE LOT I, BLOCK 1t j FRIENDSHIPADDITION `�.� Q I ,,r L -l/ 1 I x I DRAINAGE AND UTILITY EASEMENT VACATED That portion of Drainage and Utility Easement dedicated for public use, over, under and across that part of Lotl and Lot 2, Block 1, FRIENDSHIP ADDITION according to the recorded plat thereof, Wright County, Minnesota described as follows: Commencing at the Northwest corner of said Lot 1; North 89 degrees 49 minutes 50 seconds East assumed bearing along the north line o f said Lot 1, a distance of 60.00 feet to the point of beginning; thence North 00 degrees 08 minutes 40 seconds East a distance of 5.00 feet thence North 89 degrees 49 minutes 50 seconds East a distance of 169.55 feet thence South 00 degrees 08 01 20' 40' minutes 35 seconds West a distance o f 10.00 feet thence South 89 degrees 49 minutes 50 seconds West a distance of 169.55 feet; thence North 00 degrees 08 minutes 40 seconds East a distance of 5.00 feet to the point of beginning. ® DENOTES VACATED EASEMENTAREA DESIGNED: PREPARED FOR: Westwood . SHEET NUMBER: CHECKED. CRF - . . -� .. - .... .. Drainage Utility DRAWN: TWO RICE COMPANIES PARKVIEW RETAIL DEVELOPMENT Street h, Suf e203 PA., t320)358-8485 ST0112lSL and 1 Toa (820)353-2001 , MN 0 TaOPmo Easement Vacated OF FIELD CREW: 1019INDUSTRIAALDRIVE SOUTH OTSEGO, MN westwoodpsm6303 teoo)zro-&135 westwcoapxmm 1 FIELD WORK DATE SAUK RAPIDS, MN 56379 Westwood Professlonel.%M. , Inc. PROJECT NUMBER: 0021003.00 DATE: 10/15/19 COBORN"S MARKETPLACE 2020 NEW GROCERY STORE OTSEGO, MN ABBREVIATIONS -I 97 zzr- SYMBOLS .... ® � ,44 m VICINITY MAP _ CODE REVIEW PROJECT DIRECTORY SHEET INDEX ' ZONING W W (-)o a� J � H � W LU Wo Q G uj yz ZN ON m O u I A001 t4 36 7 7 M; �qw� VI,": ................ CSAH 42 I' 75141 a I �-- "I fs-- IT, .� 1 - --- I--- I _. .,�L - -- I f----F---I-----I I I I I..I I I ------- -------}---F-----F-- I •I .I i I i Id = i -- - '-- I--- I - -- }-----I -- } ----I ----I--------}---I --I ---- - ----i---B .� --_-i-- _-_--�•--- -•�------.I1•---I----- , i-- i i ; -_ -- Y -----I---�---1 L L 1 L 1 L • I I I I I I I I I I -- , ----, -- , --- , --- ,--------, ---, -47- - ,-I ..�`''1 I I I I I I I i I I i OMCE WLL►� Vw0- Q 0 _! I -- W a� �W Z ZN ON. m O L) REED- A201 A201 MM Imo ' *,?,.�' :� I , .+�,. ��`. .. !I* ■■I Ell �l ai eacig ------------ /1 SOUTH ELEVATION L.1T�T-0' 1f.V11 • i A300 These drawings are for conceptual use only and are not intended for construction. Fixture runs and quantities should be verified prior to order. Values represented are an approximation generated from manufacturers photometric inhouse or independent lab tests with data supplied by lamp manufacturers. 11 FINAL PLANS FOR SITE, GRADING & DRAINAGE, EROSION CONTROL, SANITARY SEWER, WATERMAIN, STREETS, AN D STORM SEWER FOR PARKVIEW RETAIL DEVELOPMENT OTSEGO, MN PREPARED FOR: RICE COMPANIES 1019 INDUSTRIAL DRIVE SOUTH SAUK RAPIDS, MN 56379 CONTACT: TOM BRUCE PHONE: 320-252-0404 EMAIL: TOM.BRUCE@RICECOMPANIES.COM PREPARED BY: Westwood Phone (320)2539495 3T0112D1 S40aLNaHh�S011e 20fi Fox (320)356-2001 SLCIOud,MN56303 TaF— (B00)270.9496 WeS .dPf.GOn1 W=tWmd PmTmlond ServlD Inc PROJECT NUMBER: 0021003.00 CONTACT: WILLIAM R. HUSTON cueEY MncV NUMBER SHEET TITLE C100 I COVER SHEET C101 JEXISTING CONDITIONS & REMOVAL PLAN C200 SITE PLAN C300 GRADING PLAN C400 EROSION CONTROL PLAN C600 UTILITY NOTES C601 SANITARY SEWER & WATERMAIN PLAN C602 STORM SEWER PLAN C700 DETAILS C701 DETAILS 0702 DETAILS 0703 .DETAILS .. SiTE �. Vicinity Map (NDT'—w BENCHMARK TOP NUF OF HYDMNT LOCATED ON THE NORTH SIDE OF 9DTH STREET N.F. 330 FEET WESTCFTHEINTERSECTION OF90TH STREETNF.AND PARNSH AVENUE N.E ELEV • —37 O—D 29) NO. DATEHEETS REWSION �a � �a FINAL PLANS FOR SITE, GRADING & DRAINAGE, EROSION CONTROL, SANITARY SEWER WATERMAIN, STREETS, AND STOR SEWER FOR PARKVIEW RETAIL DEVELOPMENT OTSEGO, MN 1NETALSIIBMIITALDATE' ID114119 SHEET: 0100 � —� / iNcxmunl .� awnRKD 61149 Houn boforP dlgging: REMOVAL LEGEND 811 or ca!l81Lcom —� — �d ` y SBB'89'48'W PRLri I ' I FwsmuG—PROPDs9D PP — OPEGY IWE SAWCUTPAVEMENT 3 I EbSTING y=FM`OMAIS NpB &GUREiI SAWtARYSEWER O COOMWA FMDVALOFFMSTIIJG S1pRM i I _ WATERMAW, "a EWE ILWf1M UNttftOAD PROJECT. , HYDRWE Jaz{ I :� I I—+r•—NB � y_-e.� S'fDRM SEWER I I GAS UNDERGROUNDEIFLTRIC •w—-+-+-+.- r- OVERHEAD ELECTRIC — -+- �-+- UNDERGROUNOTELEPTEL S � I OVFAHFADEPHONE T HONE FlBERDPNc / .:, ';. I wl'!Gy "° —^•— ""-+-rwr-S-.- CA91ETF1EV .N (' *�' „•�T.. • I %:1�T a r.�. tea' RETAHN WALL zx CONCRETE ° i • nlrumwaus \ ) 911RDING TREE SDl OGHTPOfE ➢g C) x TRAFFICSTGN =�-y�r n'r r, : `. ..S 9 j I ® .�iE�,• CONTERUCf1ON SA (AOE SDLL900 NG LOCATION MEUNE ]jj-r-.-,..,�'�'' rtr '"-^-`^ •� •l • REMOVAL NOTES L LOG'DONSANOELENATIONS OFF165TWGTOPOGRAPHYAND UfllIfiESANDMNSON THLDUM=REA 7ON PWRTO UACLORSHAONMU EION.SRE NG:N ONS I 1 I y ANO VInIIY LOGTIONS PN0RT0IXGVATIONKON52pUCTtON. TNEFNGINEgI SHALLBENOnREDIMMEDMTELYYMYDLSOIFPANCI MEMUNM ECONfMCfORSHAN..WDMNCO DMONFM0VALSNG PROPDSED } _ I I .,�� C4• 1 RM. C0N1 aORSHPLLERUPO-51 FORPROTCCIWGU.RREPNN NO t �J MLSCEllANEOUSf1EMTpLCHAS FENCES, SIGNS 9WWTION HEADS ETC)1HATMAY BEMMAGEDBYEONSTRUCIION. IZ' " R k g J F1C I HR 1 I §D• 1 COMA =RSHALL PIACEALLNECESSARYEA0510NCONTROLMF RESREQUIREO 9H� in� j+ ppb T 5p I F�E , TO MAPITAW SRESTA91IIYPNORTO IXEMINGANYSEEE REMOVALS. / SSS 4S:E 4. P-ERS , FOR REMOVALANEVOR -WON OF E#STWG UIRRnS AFFECT® BYSILE v - - - DEVELOPMENT: ALL PEM,= APPLICATIONS AND EES A.-RESPONSIEUTY OF Iil!Ii IIIjIiiR �1yy L �. - �/- / Y - - - '`�I(, - 1 554 THECONFRACTOR Ili II. Il:lill :, - - - - - - - - - - _ \ I:Ir; I�I iIIIN ! :i xn rr�:n-mowIInuILlpIiii!Iil:!1 ^fiIlriIun!ltiii:P!±. lIJlrxi!�iiRl.:E�yyUal :II1I ,rI; r.!i; l. �l ➢cI ReEzcck°• - y, .m I .-/-� I'y „�,I ��II ___ N..—xur_��_ .,. \w-ir -E / -xa-�---�-"---w1�IrII _.�—wryr„r- — •-M -L/FWyY-�jI4I , - - - - - - - - - - - - - - - - - - - . ---------------- I---- ------- _�'___ 10_ L —_--- I ?h� III➢ill!L�?; 5 1 i _ I; F^,�r.�_F;;= ^ lil 'illliil". m LO r I i _ �Irif ill I I C•:!J III a°'--� I I I � i^ 2 I• "�t�1!�n'"'.�14 I I \ III i I I r• i�E.1rIIyII'itj1+141111r1 [ I ➢ak � \ _ 1 1 1 , I I �� , � Ip5!!Iiii j I�o n3aG .J � 1 1 � I I N Rei <u L. Iiliilil!III!IIEh I �_` 1I III 1111 I' ; , I I I luu,plf pp ,i a auiip ` I!L111i�N�10;Ip "y ILII N !Iil1;'gq 1 I I ., HUI III - iill'rr L!Rlil °V "i1------------------- L_____---..,----___--J --- � �nuusy RIIj1'll r I s I '< �p� pk ----- - -------------- 4 E' W 0 BE E --- -- � � r ➢u, Ngp•os'.as•P sues 4 FOR CITY APPROVAL I I SII 4 14 _____________—-__,__, i! ; rJ I I LOT 1 ii I i I I i I �yjl BLOCK 2 PROPOSED GgOCERYSFORE F I • I I 31 ]1 FFE=4A.50 Il }I �'•I • I _l 1I I•' I ... ____..I I � \ ___�'�, ••_________.._____`_____-_tea «4 .d. $1 ', 11 », Ie '� e ', COORDIN,jTECON5IRUCIION Of i w r ��^^�wroaTMgoev eg...�....._ II I I I anon xBBRnera�R dg9ms 811 or m1181Lcom LEGEND mmNc PROPOSED PROFEMUNE 4-1 I� l•n . I I.I z it I'r I� I i — — . — • SETBACKUNE i i I I I saMS� If li I l! OUTLOTS I, I. I• I I ;; ILa I l i PROPOSED MEDICAIIom FFE=B7= .II — • • • PONDNORMALWATERLLVEL ,_ RETAINING WALL U I � �� J � [ONOtEfEPAVFMFM I j $1 ', 11 », Ie E 1 Arw.:--=scs--- I 1 � I I �—w'muB+DlousiMn i — ---------------- RQd. '� e ', COORDIN,jTECON5IRUCIION Of i w r ��^^�wroaTMgoev eg...�....._ II I I I anon xBBRnera�R dg9ms 811 or m1181Lcom LEGEND mmNc PROPOSED PROFEMUNE . ,E` -»-H-- ICY = LOTLINE n.. veAum Am i.•ewu AnB --•. — — . — • SETBACKUNE •_ • - _ saMS� I NRBANDGURER pwwaveeB�wa VP-0LLTNRBANO GVRER .II — • • • PONDNORMALWATERLLVEL ,_ RETAINING WALL U I � �� J � [ONOtEfEPAVFMFM 1 I jI ® HFAW DViY'BiNMW0U5 PAVEMEM I NORMMOUtt BINMWOUSPAVEMfM E 1 Arw.:--=scs--- I 1 � I I �—w'muB+DlousiMn i — ---------------- RQd. '� e ', COORDIN,jTECON5IRUCIION Of i w r ��^^�wroaTMgoev eg...�....._ II I I I anon xBBRnera�R dg9ms 811 or m1181Lcom LEGEND mmNc PROPOSED PROFEMUNE . ,E` -»-H-- LOTLINE n.. veAum Am i.•ewu AnB --•. E 1 Arw.:--=scs--- I 1 � I I �—w'muB+DlousiMn i — ---------------- RQd. ' I I ! SITE 1 anon xBBRnera�R dg9ms 811 or m1181Lcom LEGEND mmNc PROPOSED PROFEMUNE , LOTLINE _ 1 — — . — • SETBACKUNE •_ • - _ llI — NRBANDGURER pwwaveeB�wa VP-0LLTNRBANO GVRER .II — • • • PONDNORMALWATERLLVEL ,_ RETAINING WALL U I � �� J � [ONOtEfEPAVFMFM 1 �� .'0..•. CONCRERSIDEWALK jI ® HFAW DViY'BiNMW0U5 PAVEMEM I NORMMOUtt BINMWOUSPAVEMfM 1 'i Q NUMBMOFPAN GSTALL9 I TAANOM MER I ei SMMHUNG 1 I I +- TMMC MN gI POWERPOIE i' ® • BOLLARD/POST �I 6i GENERAL SITE NOTES I BACKGROOND BY WFSIWOOD SEBWC %M UD,MP ON2VPROWDED PROFE590NALSERWCFS, ST.CIDUq MN ON11/30MIL II I �I 2 LOCATIONS AND EIEVATIONSOFEMSDNGMPOGRMMYANO URUOESAS SHOWNONTH6 PIANAREAPPRO%IMATE COMIU�CIORSHAMMELOVEBIEY SHE CONODIONS ANO UTMY MONS PWDRM E=AVAnONRONSTBUCOON.6ANYDLSCRFPANNSMEFOUND.THE MN EERSHOULUBENOTWEDIMMUMMY. li i 1 RFETANBODNDMYSVRVEYFDRLOT BEN@1GS.OWFN90NSANDARDtS. , I ,I A ALLDIMMONSMETOFACEOFNRDOREXIENORFACEGFOUROING II UNLESS OTHFAWISE NOTED, 5. REPERTOAR[In MBALPWiSfOR ENACTBV11DING OWIFN90NSAN0 WCAMONSOFE=,HAMPSANDTRUCKD000 11 �I it 6. ALLNRB RADQARESHALLREILLFEETII¢FACEOF NRD) UNM MEA.WISE I ISI i NOTE.. I 7. ALL NRB AND GUM SHALL BE n= UNLESS MEBME NOTED. I' n� i B. THE CO REVONMBLE S BAMORPROVRIWGANOMNMAWWG CONTROL DMM BARRICADE; WMNBNG9GNS TMFFICCONfROLOEMC M ONHE NE.iVAW.M.ANDLIGHOMUENIROLTHEMOVE OF QM A D TRAFFICWHEAENECFSSARYPIA03AEMOFTHESEOLNCESH R APPROVEDBYT TRAFFIC SRALNOENGWFERPRIORTOPIACMNO CONTNOLOEVtCEt SfULLCONFORMTO APPPDPWATE MNDOTSfANONNS. 9. BMMWWSPAVEMENFANDCON�SELTIONSTOBEWACCORDANCE 1 , II Z WRMTHERECOMMENOATIONSOFIHF GEOTECHMW.FNGINFE0. 10. NNRUCfORS MAWTAINMMACCESSTOADIA@ PROPERIIFS II 1{ .1 I ii W DUMNGCONSMUCTION ANOTAKEAUPREM=ONSNEC6fARYTOAVON PROPFRIYOAMAGEIOAOIAffNCPROPER11E5. —_ tI i DETAUSAND PHOTOMEIRICS •'E .i E-• i �N PREPAPEO BYOOTHEA9 Mft=UGH NG I r p SITE DETAILS (SI-0XX) I 'vi 3 B638OR8RBANDEMEK63B N IMTEGRALCUMANDWALK 6 CONLTIE MOSSGU 7 ENTRAN[ETHRII NRB AND GVRER PRNATECONC EgDFWALK PRNATEPEDEYMAN RBRAMP • _` y ;` 100 PNVATEPARMIFLPFDESTMAN MMDAMP 31 UID55WAN(STNNNG I i `, 19 TRAFFICARROW SL SIGN INSTALLATION 1 ,i ,rri 15 HANDIWACCE598IE 9GNAGEANDSOUPING I - I I • i S 17 TYPEBBARRIGDE 18 nONARD --,� • I __IE � I �' 1 �' 31 BFAVERTNLNRDryn111 - IrA,IfJ � ` FOR CITY APPROVAL �1 OUTLOT B r —POSED MEDICAVO HRF 4 r FFWfi aa..Nxa- ./ i LOT I i BLOCK 6�y �1 Y PROP .ED .ROCERY—RE FFE•61150 r C YT ftE-T-1-21 aw i I� 691 PGRRMH GVMdr NF \ /6986— A. ]033 7025 D� p 005 6.]6 .•'•R� 69.64 6939 69.71 _ I OAtl- ♦ BO 6 AO 693 I — I gl 669A1 6951 6036 I 6.71 SSE / 69.96 1 III6 1 c--agaiAv sa'--a�ao=a:caaaaf 1 �gs. I -I I .; PROPOSEDFUTURE nNANr6PACE i• 699B� � fFE•B7).W F� ------ 1 I .. U10 Hambof.mdlpgln9: I 811 or caI1811.com GRADING LEGEND —ter E=NG P.P.R. .� PROPFRIYIINE �—nb—. .� .� "�960� �• MOIX WMOUR �.�"'—REE-•--•• ,�'�963•—� WTF0.VALWMOUR —...— NROANOGIDTER POND NORMAL W ATER LEVEL P MRM ENO SEETMN MH MPMP) —wn— — — WATERMNN Nn— —a— SANITARYSEIVER • RETAWMGWALL ,� •Rmm Pv DR41NT6E . 9DODD SF FTEEVAWN MS FLOW 0 O TOPAND OMOMOFMAIMNGWALL al Eos.. .1♦ EMERGENLVOVERFlOW i� lb sn I9 0— SOILBOMNGLOGTION zl GRADING NOTES �L lOTAEDN5M4D FLEVATWMOFEICSIWGTOPOGN3HYAN0 URDIRSKSNOWN [INTN6 PUNAREAPP9DMIATE EI WMMCMRV—DEO TTRED ECgiOMONSANDURIl ANOBAREMU00.T0IXGVATIIIN/WNSRIULiIOK 1N5 wGWfIR5NRLL0E NOTOTN 0AMf01ATEYiFAM OECANANCIFS AREFOUNO CONIMCFORSAULLRFFERTDARORfEC MPMSFORDUC(WO MNSMDbIMMDWCFVFS ULP•SMPW U- N4EMPORCa MMPMS DNUMMPRTDSlBMLWNGOWDWONLFMCf OUIIDMGV1611Y[NTPANC4 IOGTMNLANDOMWIOGTMxs AND NUMBF0.0POOWHSPWES C� 6• IXGVATMNMDNAMD661ASURMmRFSTOMTIDN'KRWNP�WWTHFWYwM6WF�PA5NA5�OCN ON0FRTREN01 PI MMN[SOTA ALLD MMUNAVEDMFASARETOBEQ MURNWUOFTOPSO MDS000RSEM.T EMF MMUE .' WATCRPDUNRLAHCLLTNSFANDOFGPAEEO: pWFA 5Fe1AND5GPEPIAN WRPtANIWGAN0T11N .� ESfABIEHMEM. L THF WNTMRDRSHALLOE RF9ONS01E WRPROOOINGANDMAMTAWINGTRAFFlC WNMOLOEV¢FSSUwAi MMNM wY hWWe sicNS,bIRtLIIONALSIGN; FUGmw PND UDH2T0 WNIROLTIEMDVFMFMaFTMFOc PI TM CONT. LDCFSSMLLWNFONMTOMPROPNAiEMNDVEDOYMIMEw4WFFAPGO0.T0 PUCWwE 4 ALLSWPfSSHALLDEEM0F0TOly ORMTER UNLESSOWUNASCINDYATEDONTNGSMEEL 0� L WNT—SHALLUMFOMELYGMEANAS'MR9NUMMOFGP ANDPRONO WOMFMMID �� Y�UMtORMSlOPES•BfiiWO:NPoP115WHEREELLVATMM. ARESMOWN00.041W[DJ 9IOIPOWRANO I!DTCLWATIOM5HOMNlND—RNEMMPAVCMwT&CVATTONS460TIC0.FLOW IWFONVSOwELWLII I L NOT W, PROPDSSDCOMOURSARCTOFlMSHEOMNACEGMOt E 9. SMSOIIS-ORTRAPAVEMINTU MOANDHOWOMNS SI SIL WNRIACIORE DMP OFAMDMF55SOEMATERMLTIU.TEriSTSAFIFATHESDEGMOINGMDUIDM k CDNSSiWWDNECOMIEEIFD.TH4[nNFRACf00.5fLLLLOEPOSf OPALLIX[ELi SOEtMi6EALMAMANNO{ ALDPTABL¢TO TNCOWNGANOTN! AEWIATWOAGWDFS M COGEN CE00.51NLLPR=EASTRURURN.RETAWM6WALLDFSM—FZEDBVAUONSEDPROFFSSIOML iI ]L ALLOONDRUWON SHALL[ONPoRMTOIOGLSTAT6AN0{wfRAI RIRFSWOLDWGTHENTroNALPoWIEAM ,I DECNAR6E WMWAl10N5Y55EA WPOFS)PFAIATRCQUOUMDRL It PRMRWPIAC MOFMYSTRUCNRGaLPAVEMEM•APAMPMII,ATR UM,WILLDEREONMONVE SUBGMOEPRODF0.0WNGZHALLDBACWMPUwW DTMAENCMWD4UM OftCOMPlCi6PA51FSNTM UN—SUP— U. N-lOA0s0TAND[NrA%EGOUMDTRII[KD0.AIPRW6ptOVA1W Gp10F1PWwDIWU0. WRFLTMNS WHII¢ UNDOt SIlPE4VEWN AN00N[ bN OFTHP]NDDRNOFMIFSTINGIP➢OMTORI'.ANASOFFNWNSMLLBC ETfAVATEOAND RE{OMMCEW KNEtalEONFNM l4. Pf4DAf4LMWTMATEPMLPIA[[DOwMTHDUtlOMGSANO51NEr0M1 PAM1 EGMEKSHALL DFWNACfF01N ATLOROMIC6 WOH1N659FDFlFD DLNAIYMCDiODKOURW W M MNODT].SOLIRANDTHGNQIW WLM50PTHC aP GFOIKNMGLwGINEEA yI k SM6WwISMMATOGLNOYPIACID INTIE OWUMIG IAO, SIIIFEiSORIARDNGARELSHALLDfi WMPAOIm IN ACCOImANCEVRM R[QU6IFMENR DFIMEOROINMY WMPAWONMflN00KOUrlDIEDM MNOT95DS3N. SR ALLS065 ANDIMTFNIAlSiT5 U51U..RUNIEIFDDYAMW MBEMGEDTSOUdGLwOWEFADIGVATMN EORTNCWNOSCOPRBMOMNG UNSTABti ORUN511RA0165(ILLSSMLLBfi WMPIFT[OKRCOUNED BVIH! [OffDINIGLw@lFE0.1Hfi WNIRA[roRSMLLOGRFSPONE0l6 FOR WOR00WTINGALLREOUNEO SORSTFSTS aNDGVIxcIIDNEwEMTHECEartwww.wcMEER INFILTRATION BASIN NOTES I1�IL BKINIXGVAt10NAN0 PIPEIN5TMU110NMAYTARE v1AtG 0ObRE WRO WSTAVATION ALLoiHERBASLV WNSIIW WON MUST WMUMLENLSR6 WEDSGPING RFMOVFSFOIMFMFROM IXGVA1500ASW PNORTO PUTEMFMOFE6TERMSbf0. ILAUESANDOAGS O0.50AIWlRGS W WM LUTSTOPRC-FRTOISTOPM WATERUNlO. • P4UNK¢ISLADWMDIN MUPIL MAWSAM WISTPROiGCiMN ON OOWTl STREAM INIFTSVNN.OASWSK! 1il`I ON-IPIE L GSINE%GVARON W—EV W0THW-BU0OTSTOSGNFYTMEBOTIOM. IL FLKE9LTREUMMOUND BAUNSKSHOMPHMEDIAWAFEFADAONWNOTM—N. DEMMUSTBC N.Mi0MUM MMMNMTEFUTw NIMPUMHICUAlFN DAUNMML OMETEILSHALL DEUSEOFORTFSTINGMRBMUMMiiL EA MTEEO6INW PERMW0.IFBATW ,15ma MEETMFRTMTSON F Y5 M7EWMMRORMUSTTAND WRR[CIIVFAWONUNMh9MMUMINELTMIIDN MTFLSMET. WMFLIlVEACRON MAYWNIOEREMONNGPWGMOPAW 1RE ALLTESONOANO WM[WVBKDON MLLLBlTHFRFSPONSDRDYOF .-'G •THE WNIMCIORANOSNALLDEWEOEMALTDTHE[OMMCF.WRH Na OiR[CT WMPwSATION MADE FOR CITY APPROVAL / 1 I I SILT 4'3 ®VnOT B I I MEDI�GI/OMCE tam. I i I Is �G�ornt_aasr�=ice r / I I I I c®r a BLOCK 2 PROPOSED GRDCERYSTDpE FFF+8]150 TIt� JC jY Q SRT— 4 AVENUE NE DR I I 11 / 11 PROPOSED FMAE TENANTSPACE FEE-BTIDD CaIIAB Nours Baion dlpDlny. 811 or ca11811.com I i EROSION CONTROL LEGEND —zm FKtSTNO PROP05.0 PRO MUNE + _ —560— WDE%CONTOUR ---Few-- —5FZ INTMVALCONFOUR CURB AND GUTTER —v— POND NORMALWATERLEVEL S&TFENCE �..— —��—)♦ STORM SOME, p ® TINTED ENDSECTION (YRTII RIPMP) ' 1 —rw -- WATERMARI SANITARYSEWER RETAINING WALL ROMCONSMUCBON-ENTRANCE EROSION CONTROL BLANI WT Piii EO.F. , FMERGENCfOVERFiALS INLET PROTECTION "GENERAL EROSION CONTROL NOTES \ 1i 1 THECDNTRACTORIS SPMELALLY CAUTIONEDTHATTIE WcACaNl AND/OR EIEVATON OF MISTING .� IRRFTI 11HDWN ON THESEPLMISAREBASED ON RECOPDSOFTHEVAAIOUSMIIIY[OMPANIES AND IIMIIEDMFASUREMFNTSTMMINTHEFIELD.THE WFORMAAONSHALLNMOERELIED ON AS BEING +I FXAROR WMPIETETIECONTMCTORSHALLVERIFYFMSTWG[ONDIMNS PRIOHTO CONSTRUCTION AND NOMVE OWNER OR.EINEM OF DISCRFPAN CES. ii I ALLSHTFENCEAND OTHER UNMONCONTROL FEANRESSHALLBEIN-PLACEPPW0.TOAW ' EXCAVATION/CONSTRUCTION AND SHALLHEMAINTAINM UMVIABIETURFORGROUND COVER HAS BEEN WAB116FIE0. EXISTNGSRTFENCE ON SITESHALL 06 MAplTAWmAND ORREMOVFDANO SHALL BECONSCHRUDINCIDENTALTOTHEGM—CONTRACT. RESOFERTREMERAPORTAN—BEAWARE �I OFCURRENTFIELDCONWRONSWTM RESPECTTO EROSION CONTROL TEMPORABYPONDENCM L HAYIMI-IUC.REQUIRPDBYTHECDYSHALLBEINCOFMALT EGRMINGCONTRACT. 3. MOSIONANDSILTATIDN CONTROL(ESq.THECONG MRSHAU.A55UMECOMPL6TERESPONMBRLTY CONTRO FORLUNGALLSILTATIONMIDEROSIONOFTHEPRWECTARMA ECON MRSHALLUSE WHATEVER MEANS NECCSSARYTO COWROLTHE EROSION AN DS&TATIONWCLUOWGBIIT NOT IA4IED p B ' TO: GTCH BASINWSFAfS.CONSTR000ON FNRUINCQ FRO90NCONIROLBIANNEKANUmTFENCE Ilrylll FSCSHALLCOMMEN[EWTW GNNINGANO[DNIWUETHROUGHOUTTHEFROIER VNILLACCEPTANCE FWEWORKDYTHED"MP ECON OR'SRESPONMO6 W=DMALLRAPLEMFNTATONM nl REQUNED TO PREVFM FRDSiDNANDIHEDEPOSIDNGOFSM1T.TH60WNFA MAY ODFERTHE CONO'ACT00.T MEMODS AS DFAIED RT TO PROTECT PROPERTY AND IMPROVEMEMS ANY DEPOSTRON OFMTORMUD ON NEW ORFMSTING PAVEMEW ORIN MONGSTORMSEWERSORSWALFS SHMiBE vi NWMEDAFTMrACN RAW WENT.AFFECTED AREASSHALLBECFANEDTOTHESATISFACOON OFTHE OWNER PLLATTHEM NSEOFTHECOMMCTO&ALLTEMMM0. MMON CONMOLSHALLBE e1 REMOVED'MTHE2ONIfUCTORAFlFRTNETDMSFSTAN6HFD. M �I A ALLSTREETSDIMRBEDUUPINGMO SHOUMMUSTBECLFANEDATTNEENDOFFACHWORKING DAY. ACONSTRUCRONEMMNC RAVE=MUSTBEPROMDMA=MWGMDETABSTOREWCE niTMCKINGOFOIRTOWOPUBUCSIREETS. 5. PROPOSED PONDS SHALLBENaVATED aRSTAND USEDASTEMPORARY PONDING DURING CONSTRUCTION. & MMINSTAUINGFNDA EHARMMDSECTION"=GTHEMTFENCEUP&OVERTHEFWIFD ENDSECTIONS &COVER D=MEOARELS WITH W MP. TBEUPSTRFAM EIARED MDSECTIONSSHALL �I NAVE WOOD DBFA BIANKETWSTALLFOONTRE D6NRBED50115 uI ]. ALLUNPAVFD ARF/SALTEREDDUEWCONSNtUCTIONACII MMUSTBERESTOREDNITHSMMD MULCT.SOD,MCUONMI LBLWRETORBEHAPDSURFACEWDWN2WUMDPMMP=DNOF & WESIFEM STBCSTABBRFDPERTHEMUBRMFNT50FTHEMPCANPOQMNDO.MTI TiY. y� A TEMPORARY(GREATTRTHAN YYFANSEEDSHALLRE MNDOTSEED WV.LL1AT305-POUNDS-PER & TEMPGMRY(LE65 1-YEAMSEFDSHALLOEMNCMSEEDMIXn1 (FALL)OKD LLL RPJUN=MMEIDATIDR-POUNMPMACRE C INFILTRATIONIFII.T MDNDASINSH BEMNDOTS—MD( 4U1AT]AS-POUN.IPMAM Iy{ M PONDSWPESSHALLDEMNDMSF MD(33-2E1AT35-POUNMPMAML E GENEMLSEEDWGSIfALLBF MNOOi SEED MI%25.151AT]0.POUNOS PFJLAOIF. R MULCH SHALLBEMNODTTYPESAPPURlDAT2-IONS PRIME. 9. FORARFASWDHSLOPEOF300RGRFATERRFSTOMTIDNWDH SOD OR EROSION CONTROL BLANKET IS I .. REQUIRED. ,'. Y'1Q ALLTEMPOPMYSfOCItl'BES MUST RAVBMTFENCEINSTAUPDAROUNOTHEM TDTRAP SORMEW. \��]L ALLPEMAANEWPONDSUSED ASTI:MPORARYSEOIMFMBASINS WNNGCONSTRUCIION SHALL BE DREDGEDAFTFRTHESTIEHMUIIJSTAB=DTORET MTHEPONDTOTHEPWPOMBO M T, ELEVATION. 1& ALLCON511WCOON SHALLCONFORMTO WCALAND STATE RUl clAI=THE NATIONAL (i M=AWD3C AMEEUTANATONSriTFM{NPDMPMMRREQUBMENT& , 1A THESTTEMUSTBEKEFTINAWEUt01IMNEDCONDTIIONAT PLLTIMQ THECOWMCT00.5HALL BE I RESPONSES RE MRh DMRYORCIQNPINGOROTtiMMMNSRCQUMEDTOWSUMPROPM A ( DRAINAGEOURWGCONSIRLRTTo LOW POINTSIN ROADWAYS ORBUIIDTNG PADS MUST BE PROVIDED H� WfIH A POSDNE OUTFLOW. %A•`,�3A. PUBIICSIREETSUSED MRHAUUNGSHALLDEMPTFREEOFSOILMDOM=.STREETS NGSMLLOE CONCURRENTYBTA TTEWORK FOR CITY APPROVAL GENERAL STORM SEWER NOTES Z THECONTRAETORIS SPEOHCALLV m=aHWTHATTHE LOCATION ANWOR ELEVATION OF ERSONG UIRDIESASSHOWN ON TNESEPLWSARE MOON RECORDSOFTHEVMOUS VIDAYCOMPANKSAND LAIREDMEASUREMENTSTAKENWTHEMM.TH6WMR MDNSMLLNMBERRIEDONMBEFOGEXACT ORCOMPLMTRECONIRACTORSHALLVERGYEASTING CONTllDONSPNORTO WNSTRIIMON AND NOTHYTHE OWNER OR ENE N EER OF DUCREPANOFS. 2 ALLSTORMSEWERMATMALAND]NBTALIADONSSHALLOEPMCRYREQVIREMMMMMESOTAPLUMBWG WDE.MD W ACCORDANCEVOHTHENRPENTEDOON OF'STANOARDSPMRCADONS FOR WAMMNN AND SEIMCE WJE WStALLAUON MDSANDARYSMERANDMW SEMINSTAIJADOW MPRUMED W THECITYRNUW EERS ASSOCIATION OFMINNESOTA I PMR'WMNMUCEIONTH WC aORSHALLOVMNTHENECF55ARYFMMA45TATEANDMM PERMITS FOR THE PROPMM W OM OR VUM W rM THE OMM OR MM ER THAT PRMM HAW BOA OBTNNW.PERMITPEBSMLLBMERUMNDBWFT'OFTHEMNT =RUNIESSOTHMVRSENNANGO WVHTHEOWNFR. 4 CO�ORSWLLLRFFERMARC MMMLPUNSMRFRAC UIO ONANODIMENDOMOF DOORWAYS!WMTRUCKDO=PR EBUBOWGDIMMUMAND�BM=NGUNEEY CONNECTION LOCATIONS S. ALLPIWATEDTIDERESSHALLBECONSSRUCTOIN ACCORDANCE WLfHTHESPECBIGTIONSOFTHE APPROPWATE URUIYCOMPANY.THE CONTRACTORSHALLCODRWNATETHF SEIMCUUNEMNMUM014 WIIHTHEUTBUYCOMPAMES 7. AMWMUMVD MSEPAMTONOFIOJNWUn REQWROATALLWATE MEMOSSINGSWLWSFOPM SE\ MIHEWAMUNESHAILNMHAVEJMZORCONNEMON WMM1DFEEr OFTHECROSSWG. i W U UTE CROSSINGS WOH STORM SEWER R UIIIIIT'SFAVICEST'PICMYMMWATET'OUTSIBEBUDDINGWALLUNMSOT MMESHOWNORNOM. 1. STORMSEWRME A UP AND HDPE PDE MAY REINSTALLED WDHAPPROVAL OF LOMGOVMNING AGENCY. B. REINFORCED WNCREIFPIESHNLBECLASSSFORPIPF ONMETFRSSB'ANDSAMLLFRCV5S3FORPIPE DIAMETER =ANDLMMUNE SOMMMENMM,PRASTMCJ6WITHR4GASKETS C HOPESTORM PIPE4-FO 14IN[HFSW DLAMEIRSHALLMFEFRFQUBLLMINI2OFA0.5WD M357.HOPE STORM PDEIE-T060.WCHESW DIAMEIFA SHALLMFETREQDBGMENIS OFJSTM P]10R f[ROlGS SHALLBEPRASTM O710AN0 WSfALLO PRASTM DTB>1 D. PVCSTORMSEWFIL PIPEAND FITTINGS SHALL DESCHMUM40 PIPE PERASTM 03665 AND INSTALLER PER ASTM D9BR1. E WPRUG MMETALMPE(CMP)FORS@BSB-T0310-WCHAND'MUSTMEETASOd AMORAERAM6 AND BEINSTALLW PRASIM A79R CMP MAYNOTBEWSTALLM WITHN I6RUOFA WAMMNN, WAMSERVICE DRABUBDING. F ALLSFORM SEWEM1JOWiS ANDSSRVMRECONNECIONSSHALLBEGATTIGHTORWATRRGM-AS REQIRRWSYMINNESOTAPWMEING MDEPAFT7D73.SWRMSEWRLOCATOVAR M-EEETOFA BURDWGAND/ORWAIRUNESMA BETESIEDPRMINNESOTAPLUMBINGWDEPMT7M 1D. ALLNONCONOUCMEMESHALLBEWSTALLEDWIMAWCATECMACEr4"MPRMWNESOTAPWMBING WDEPAME43. 31 AFTER WNSTRQCIIONISWMPE .THECONRUMRSHALLPROWDETNEMNMR ANAS-BNLT RECORD OF UIIUIY WNSFRUMON.THEM-DUILTSHALLINMDE LOGITON AND LFNGM DEVIATIONS OR EHANGESTO7HE PLAN, WNIRAMRTDVEWFYWITH OWNER ORENGINFRWHEMRAPLW WITH P= -CONSTRUCTION EIEVATIONSIS REQWRE0. 1Z ALLGTOIBp51N CASIBJGS INCURD SHALLBESUMPED O]S fEETANO MANHOLE CASTPIGSIN PAVEDAflFAS SMALL UWMPED OASFEEt. RIM ELEVATIONS ON PIAN REDECITHESUMPW MATIONS WASH—bvlond[Oing. 811 or ca11811.com GENERAL WATERMAIN & SANITARY SEWER NOTES 1 TNECOMRACTORISSPMHCALLYCAOIDNWTTNTTHE L0UT10NAND/OR ELEVATION OF MON. UTIHIIESASSHOWNONMMEPLWSAREBASW ONRECORDSDFTHEVANOUSUHILIYCOMPANRSAND UMHFD MEASURFMENTSTAKEN IN THE FIEW.THEINFORMATION SHALLNOM RWED ON AS BEFOG DIACT ORCOMPMLT EWN =RSHALLVFRRYE NGCONDMOMPRIORTOCDNSTRUMONANO NorRiHEOWNRORFNGWEER OFOLSCREPANcim 2 ALLMNITARYSEWRANDWATRMNNMATF ANDINSTALLAT]ONSSMML tPRQTYPWUIPEMENIS, WNNROTAPLUMOING CODEANDIN ACCORDANCE WIIHTHEOIRRFW MMON OF'5TMDARD SPE R=DNSFORWATERMAWMDMRCEMEWSTAUAIIONANDSANITARYSEWRANDSWMB SEWR WSTAUADON'M PMAM BYTHE QIYENGWEERSASSOCIATION OF MINNESOTA 1 PNORTOCONMUGFION,THECON =RSHALLOBFNNTHENE65 AYRDFPALSTATEMDWO L PERMITSFORTHEPWPMWWOMORVEWF VMD EOMERORENGWEFATNATPEMIIISHAVEDEEN OBTNNED.PERMITFEES5HALLBETHERE MMIMYOFTHEMMMCTORUNLESSOMMMEARMNGO W[MTH60WNR 0. CONIMCWR MFERTOAR[HMMLPLTNSFOR CATRTNANDDIMFNDONS OF DOORWAYS RW EATPS.7IWIXOOCICS,PMRECDEBDRDWG DWENSIDNSONSAND E%ACTBWOING UTNIY CONNECTION LOCADEONS S ALLPRWATEUM MSHALLBECONMUCEEDINACCORDANCEWDHTHESPEOHGTION5 OTHE APPROPRIATE UMM.MPANY.7HEWNTPACrORSHAtLMO=IMMT ESFAVICEME CONSTRUCTION W RH TH6 UMITY COMPANIES 6. CONiMCfORSHALLOOTNN ALLNECESSARYCHY PERIATS FORU91T1YCONNECRDN5,ANO VIIURESSNALL KINSPECIFDANDMPROVED BYTHECIM THEOfYSHAtI BENDTDIED48-HOURS PWORTO COMMINCNG WITHTHEUIBITYWNDRUCIION DRANYRMUWEDTESRN4 CONTRAMRSHALLNOTOPEMTE INTERFEREWHH, CONNECTANY PIPE ORHOSEW,ORTAPAW WAMMNN BPIONMGTOWECRY UNLESS DULYAUMOME WDOSOBYTHECM.AWADVEMECOMEQUMMDFSCILWULEDORUMCHWULW MRUMONSOFSER MMTHEPUBUCAREMBETHERFSPONMRMOFTHECOMMCTOR 7. WAMMNNLENGEH MVoWNMMP=MATEHOWZOMALLDJGIN5.ALLOWMRADDMONALP E WHENINSLALLINGONSLDPESORWHMDEFLECT MAMPEQNRED.THE)OINTDEf=ONSSMLLNOT MC® EMNOMUMRECOMMWDWDYTNEMEMANUFACNRMORWLOGLGOVUMG SPEQHMTIONS ODNGS REQLMEWTO CONSTRUCT WATER MAW S/41ILBE WCWDEDIN WAM MAW CONSTRUCESM. 6 PRWIDEWAMMNNTHWST RESRAWTS PER DTYSTANDAPD REQUIREMENTS A AMWEMUM VFATICALSIPARATDNOFJBINCHESDREQUMMATNLWATE MECWSMNGSWRH MWARYSMERORMWS MV5WATFRMESMUNOTHAVEJOWMORWNNFCTIONWITHIN 10HEETOFTHECADSDNG.WSUTATECROSSWGSW =WSEWER 10. IIIMYSERNM WIGLLYTRMNAn2'OUISIOEBURDWGWALLMMSOMERWUESHOWNORNOIW. n DUMH IWNWAMUNFSSHALLBECV5557PPAAVJWACLSSOkC COPPMWATERllNF55 BE TYPEKPRASTMBBB. WCWAMML SMLLBEPMAW'NAMANDINSTAL PMAWWAC 5IF ALLOWEDBYCHY. a ALLWAMUNESSWTLLHAVE75'MINIMUMWVMMUTATEWATRMNNIFLESSTMNB'OFCOVM WSULRDONSHALLBEDOWSTYMMMMBMNDSSOREQLMAIEW.WITH4WCNESOFTMCK M I.E. SANDARYSEVJ RMEOUTSIDETHEBUBDWGENVUDPESHALLBEPOLYVAMCHLORIOETPVOSCHFD 4D PRASTMD766i ALLPIASRCSP AWSWJEILSWULBEINSTAUMPMD=SDLWWWEIOJOINTE MUSTINONDEUSEOFAPRIMRWHICHZOFAWNTPASPNGWWRT MEMEANDCEMEW.ALL SAMTARYSMMSHNLBETESRDACEOROWGT WNNESOTAPWMBWGWDEPART71R0. N. ALLNONWNDUCTWENPESHALLBEINSrALLWWLMAWCATE(tFAaf4WBIEPMMNNUMAPWMDING CODEPART&M. IS. AM WNMUMDNISWMPIETED,THECONTPARORSHALLPRGNDETHEOWM%MANAS-BMT RECORDOFIDMWNSIRUMOK. EA RMTSHALLWCLIIDEWGDONMDLENGMDEVIAMNSOR CHANGFSTO7HEPIAN.CONTAACWRTOVEWFYWIIH OWNROR ENGINEERVMMRA PLAN WRIT PDSt{ONSTRII=N EIO/ADDNEIS REQUIRED. 1E ALLMANNOIBCASIINMINPAVWAR SHALLBESVMPMDASFMr.PIMELEVATIONSONPUNREFLCT THESUMPO ELEVATIONS FOR CITY APPROVAL Em ©� N— W/AM VALVE GRND EIW-3 19LF•SDw LOT .1 BLOCK 2 PRDPDSEOG0.0CERY STDRE FlfvvmO 0'•4S 8EN[ 1, LFa' I II i 3?c 61FB•Dw I OLITLOT B .11-11 C °s • F I u srA LSALvacaD xvpnarr I I i i I--:.'�� Y I H D. UE. VACVB �'••. i�„• B"xSTEE 30 LF -S Ow I I ELEv.WDR , _ I I IFT I 351F -S M mcklOFME i �•: QI . I I I .-I FEW= R I FE W300 N-� `�__ i me% taiB'GAIE VAIVE 1....+ I I I D •� y KFy I S� 1c �rDw ti'18-MUSFERNtAINSIUS MX•] 4y .j PROPOSED �•`ti----- I I t R6•MRJN' M RE ' , •.^__ I ••• iEa86].11 , FI b•- I .f— -------- c —.-•—T �'•yG�_IF I � ais•DEND F� I � •I 9LF6•Pv® IJ -- YA. ' r _.•�.3 �mbnamiew� '�_x-n I �_-- _LII I I---•—�.: •�__ —"_. I 17l --t'.: w0�1L�TIC;:; •.1—� 1 J..i ill II I I , s aea va�dSaaaa=aEn:aoaaaaa. = aaa:caaaaavr I - ,... _ a1 I onwxoaR e.ra�a 6inalA9: 1 �# 3 B 811 or cam .com SANITARY SEWER AND WATERMAIN LEGEND ¥ F%MNGRp OPOSED — — — — PROPERTY UNE ___—__.._. _—__—___ EASFMEMDNE MRBANDGURER —u„—Ey —�—� SANRARY SEWER SANRARYSEWE0. FORCE MAIN —na—® —��—� SIOIIMSEWFR WATER MAIN —•✓�—{D —I—'•� HYDMM e� cIS n UNDMGROUNE aEK7MC G —� MWEAD ELM= UNpMROUNDMEPHONE Y OVFRHE10TflE,H.NE T NEHBEROPDC h b CAeLETFLE T1lEV190N DRAIN TRE Z 3 GRIMM lu p FIAREDENDSEMONMn REPRAP) a, Q UGIT,POLE II SANITARY AND WATERMAIN KEYNOTES os 8 A REMOVE DGSDNG B'SANRMYSEWERSNBAND GPATMAW.(HELO VERIFY LOGTIOµ n ttPE SDE ANO DNFRn. R PFMOVEDeSDNGR'WATERMAMSNBANOWATMAIµ Q1E1DVFIUFY L0GT10N,TYPF, MD=. s 5iy Daffy g C REMOVEMDMVAGEF)¢STMGS MMYSETVERMANHOMANDVVOFVNCS ARY d SLW DE ML (F61D VMN LOGnDN, TYPE =i AND DIVEFM. p D METAU.SALVAGFD5ANEDARYSFNER MANHOLEANp CONNFRTO FMSi1NG 6`SANwARY SEWER(RM.DVOWYIOGTION,WPESi MDINVEFM E WEtTAPDDSDNG B•WAMMAW AND P%FDiD AESHDWMCMDVFAIF AMOMWPE S•°` Wa=NTOEMSUNG6•SANRMYSFWFASIUBAND FI((FIIO0.55HOVM.(FDID VERIFY LDGI]ON.IYPESIIEANO VNERIf. INF $n g MI 1 Il G R MEMDSALVAGEEMSANGHYOMNT,REMOVEGATEVALVEANDCAPMbRAM ATMAVY(RTLOVO—LO=Oµ WPEANDSO'FI. � H RPMOVEANDSAIVAGEE%151DIG HYOINM. CONNE(TTO F>�ING WAIFBMAW ANO F I 1 F%iFNDAT5H0Wµ(FlDD VENFY IOGTION,TYPEAN0 S9p. I REMOVEDOSnNGWATFAMNNGP.CONNERTOMnNG WATERMAEN WITH GATE VALVE AND EXIENDASSHOWN.(FMOVFRIFYLOGnON,WPEANDSM CW Z ', G S G. CC�1 O I I I � I z WW � z F LU z 3: F p Q LL w Q N N u - ' SHERHU M. C601 FOR CITY APPROVAL .1 c9Mx•la4 I 2 �M�'IW (+9"� CpMx-Snc II � i Cd146 Nvursbdvm dlgpinp: � II � " 30LF39•STM RE-96153 RF86la] (49.0) I ,I S1lorcall811.mm swR@as9x IE•8612+(W x'B6''91tro "e•887'� ; STORM SEWER LEGEND—t-arar� IE•964a2 (q 1F•863.R Ra ppry lE•96321 IE•86291 (� IF863A3 (� Wm1 4P0. P45ED tl II 17 I I C ®MH-102 399 LF-19•SIM1i - _ PPOPERTYDNE �� Or 01 SWR®443% I I' , _..-__..-_ ________ FASF --E • •} ! �i I IF96109w I 96LF11•ST8(f I 777f i I 1691F-18'S1M I I i -.-"� / IU AND44i1ER IF86109 (q I —w--() —�—� SANrtARYSEWEit ^.l I SW0.0052% —Gum .II 'e "1 O O O SANDARY56WER..MAIN I.1 • • 39LP-2rs7M, /" s"m ossa = = =RMswa ' !•i SWR005m • ,•' (2'x1'1 I I —rol— -- WA7FRMPAI avZ 19•FES.101 I I I '�. ® IE-1. 1�'/1 I ••___ 1---w.-0• —W--•* Ky. t a: IANYD IDi pAp d02 -____ I . —.•.— GAS (4 F961a0 UNDFA6RDUNDFIECDUC i ij�l A:¢96130(q I 1 I I ,,` lQQ OVERHEAD EIFDEAIO 35'FFS-401 IDtB01]D I II '{ ER4RDUNDTDEP r •' I UNDE �ww N' OVERHFADTFIEPHON .I _ I j"I x-e61'0o '•' 10 lFssl stM I LOT TFLEP HONEFMMOPTIC 7 86626 (W) II' TEIENSION Z DR"w DRAIN TAE I 991F15'SIM gEWteS� W. 030 I ;" BLOCK 2 svm®oaox i III C; H ., GAr9vALYE a mo osm PR( tbi! I P• .. I I I DS FLIRED ENO SECDONR'AIHRIPMP) PPDP05ED GRDCERYSTDRF I FF V9 NMH- �I ')X' DGHTPOIE d' U L'hE-oo3 I!i i I i I ]61F24•RE9 IWPL3H6996LS It-34 ®0ax I k74100YR•96585 I I li JIM y it f;I DUilfl'.969 ,': II G '- " ' N0'011 80ROM•9 p � t• I 17 ._J' � RE 86423 AA CUYO CIAO D "IiAtt IE•8fi05615) IF9610 %'� - '' I ' � T�51 jj''3• •501 SWR92�11YD RE 96692 - _ _ II D gpl ®HSl% H1 DAMH394 I Ircl i 49'MI (60•(37 (4R"03 (9G"07 I ' IE.863.]S.IM 129IF34' IE_963.96ME) - 109 (FSS aM 1i6:LFIS III "'� tl I !- ffn W('M A!•863ASIN7.c.L SWR@498".:. E•969.49 RJ SWROS.IN% II - >!y _ IE•862250) l6WR00' u ' %�°s� I i 4,ILF-i,�9hn iuw,M�,..,.7f{ I it E)II 3 � � z II� I A ava®om% + 1r :� 3a•sIM _ — — — — — I— —g- Y � O w i 'I 2d•FP4181 ® 0032% ( 1 li `i R /r W t_ 93EVV0 WSSIDNPMP I 334LFIC STM I - MH309 IF86295 SW0.0053 07 618.100 1 ' II�"-I---I1I--;•i;xn�lm' R.•9fiR75 'd96T]0)Z 6"S W4 nw7oolW�i I i; 'i �� Ip' �.i :1 ' ' •, Ll;': ;: 1'•I ! i ®Mx.2o - svnF��5 I ( 1 � i'....-`_�:':..:..P_, x.2o9 I I 49• i ao 4s Ail2 I ,1 ii ! I I (+9•D) 1 nF9G�a.TD I I II"i{ OUTLOTS `"'" ! I e=96 LR 444 ff=869E0E I I II j, 1CI � 6+51(w7 IF969.35 £ H I I 1 I 17 IC•, :I I MERGI/DFH[E _-- I i ( I - F ll 00 c= FFE•0]ii ' c T A D •p W r, I I. 9 i'\ II MSTINFRTPAl10N 9A9N p02P) I_` veil I I I •cc--T•'I } .I"�, —SS' i xaA Z �� 9 i%i ] i TOP•e61D ` :.5-- I i s ( :\ G 1... I' H:; 1 I i NWLc 2YR.866.05.30YR.9661470%d•96�Ii6i- i �•rA i' LEI ; ourLEr"efisso 7 0462% I 13sLF1rmn PROPOSED I , 1 -•I ,�, y� ` I 0.005]% ANT11 q G ! � � !: 9 ; 19OROM•8630 �;� I I I G" _I TFNANfsPAtE I FFE.87100 Z ' � !{ I ' aRz kt _:'-_ T-�-, , h`_ I I p6 '7 --_ .�.-.....•-,--3,Yf•..'—__ I 4} �' UL I I i 1E.B65.61 M1 430 em R W 1 I 11 1 p=,, ... i •mmrffi'uyyyCpppitt" I �� i og _ I „5 _rniia; -as°r�=_.asaaaaa.a..l I a,R�.__ - ,Y /i• f f'_ _ `�[ W w t/7 -t-----------------------� Gn .___ g p SxEETNUMeER' +,I �ei o• 30• fip• 90' COL 4~ --w FOR CITY APPROVAL PARRTCW AVFNtE!F NF --......_____ .- 3f-c"' ,•.... Tnnnno STANDARD PLATE NO. 301 ,Rro°mancuv11 .d W-IMAII CONCRETE BLOCKING OIAIITIII . 1 10 (jD Ot§eec70 I STANDARD PLAT 1 - TYPICAL RESILIENT WEDGE VALVE & BOX INSTALLATION UNDER WATERMAIN J_m 1 Ut§C STANDARD PLATE NO. (b E0 1 205 MaIwmmWA= Will 0"114. H..n bd— dl.&% 911 or call8lLcom M M X"I E C) SANRARY [EWER STANOARO MANHOLE M Ot0v I STANDARD 3oPLATE NO. a MANNOI F Al2J STANDARD PLATE NO. FOR CITY APPROVAL .d [ov 5.6jTARYJ&ANh9U- 'RAME AND CASTING tKeko I STANDARD P�JE NO. 307 MaIwmmWA= Will 0"114. H..n bd— dl.&% 911 or call8lLcom M M X"I E C) SANRARY [EWER STANOARO MANHOLE M Ot0v I STANDARD 3oPLATE NO. a MANNOI F Al2J STANDARD PLATE NO. FOR CITY APPROVAL .d [ov XT u, runic .[wn uv,n�rwu".,[+�orw *�o a[ t ori M, "nx STANDM-D I TTI N0. Q. -D MaIwmmWA= Will 0"114. H..n bd— dl.&% 911 or call8lLcom M M X"I E C) SANRARY [EWER STANOARO MANHOLE M Ot0v I STANDARD 3oPLATE NO. a MANNOI F Al2J STANDARD PLATE NO. FOR CITY APPROVAL 0"114. H..n bd— dl.&% 911 or call8lLcom M M X"I E C) SANRARY [EWER STANOARO MANHOLE M Ot0v I STANDARD 3oPLATE NO. a MANNOI F Al2J STANDARD PLATE NO. FOR CITY APPROVAL U 42 H°uri halon diODlnF y 811 or ca1181Lcom roirn,uwl v TA I� IiNv vMcrS � .Aii n�VmM Ma. a "A o � I LL v[ iM UID PR Ufit i« sP[arlu Ipl L Xis xlm�AC�vnWN M 'r}jj uy�pju Ynlvn 1 4�vuYn xc tlI riK °'�. •l `_ I �w° 1 Wvr/ouurnsaGrynvN vl ` TIMntC nww L[ss nwx s' J ovR.Ul[ Y2IIL or vulC qc uixxoL[ l� _A srYuwKi alFitCOL"R ixNrv^ F TkW[ B WIIW p¢ u�eirxrb wu¢) iar4° r°Rirc°4A TO -FE t.CCFION A -A , ' ••`5 `' `�L IAS * N, y w ]• L� a i6 OP [tegm� ° �AINAL6s� NUR. xca[K Yq iR t° il. Yw im Y4iF `4�i � . ^rnnu zw � a°uc"Am IXI YNwrs OF INFI-SHiEW UTMUL "TOR WM i P r 5r4s la• aw �° zr4 n a ntcucq sml 3 ° 6 � O rrox�n[xr°eil[I°e�n°wls. '` - °r •' MPANYR mDn eti Ias/Dm aTAxwu, SNrs + •• o U all nw •,ixt�A°Fs>r'M m MoxoviRuuuo [ �n4tnSp - + Purz a oAn¢°u o`i`v wxi�au iAmic' A sw�ioAw ear[+ieW E T i��y U '� c uNv ift¢Y� rxilwriiv [Oui� 1 � �-N-rLAm cimnF•r r A� 4 �xr' t 0 •0.1 1 ¢A'sria C Y'b. F/°m t • OLLfi l,�.x S � ;�� x A rioxx�WNtiMI � sxuT ��mv °rir �i rV IIW nLnnlx AIIAIYn iL[AYL• _ III M,x iw,r I II 1 II iim nml�P _ _ � wx. °si.w M°=�rPt Mgmxr .w. 4N •I�';�a.: � x'''�; wam��•gT a. EXTERNAL�CI�IVEY SEAL A nN ,xKc 1 - rtixkk c - dYC 1 v' [NrgW Cmx4 1 H Au ioixi v u III " li I i II ^O...i ly V• .. . x • eF `CJSr °" IulmuuiMwze CU. �I x ,'Lb i I I r �1—' 1 P¢Gst v wL wxry - flIe vu.� �4rN vI wr+1xxm�MgL� tag '3 4 4 x a . Y4�°�y y I 1 wNil�t L•} TAO MANHOLE CONT -AL " a pSTANIDAR314LATE tt2 Y ¢iu vuY4vv. wuu nu,¢wNr a rt.�"� iI mio�in, sax SLAB -TOP MANHOLE —unx�iwBl}-- cwnFve° m EE xatt Ixrwr rw xnoviMtivN. .7I t4�rr4gw mL°iT°io Our v ry0 k STORM SEWER STANDARD MANHOLE x _ a 48 INGH DIAMETER cHALLOW �a STH caTfyJ p4CJ[{ .a WA..—H DIAM= PWC.= tp RRR i3 S^� N0. i � ,(, STANDARD PLATE N0. LS 401 as i STANDARD PLATE N0. _ (D S 405 ss B Ny�� w,w.l _ s�gKiq,p,,�t K L5e STANDAR31oLATE N0. LL ( Seg' S7ANDARO PLATE N0. 400 A Z ly O ❑ A�axi utvnw4v cWTC �. 6o.IDs.i.„axx FR°w: •• ••.xaE_WtT��. ~ sEr.11D _ it "E w°u � n fR sfo °e1.lc IN4 SOLYD.VY ` _ e°A°snna x[W Wal°o �i N^/D"oIrcPIAt[ no°.`ius wvtt!.ItM Mix tt vF of WEC !s1 rw sm Pul[ ill NM .inns. Ak i' � �•• • 'I —QII mR _Mw m we yy[��xa'vplNo '•��,r� t .r yr cpxoz iR C unNw°licn ria°"YP1Y uu io u1Cc • sncLwwovrM mM _ -.. xwaw au WUm-Amv �+oDY uY omuxx s Trw r T '• irnuv oe IFaxwcn i[ �I swa • i FaLusuL gxxixw �� l Iwur nn4 zm u u••.' �/gym r "vu"ui•�S° w , L �• I � jr'�,�Ii��w � river aiu is u••. Y"Ifr°c°i,ioMwxo =z � Dom: � v'iOF. qvR n¢nnll ic• wcN uFxuxM F��—y% ,/L*Ww 4Y' w"_ • N q 9 IIWDD M aux ver" •^• °xumL °nom a+ NI°LOw[6/,•°mlenn x wsLY •i,`'t"Zl.0 . / wt¢N� c�@uix ' Y ivamx 7 Rr A _ A Mlm aisur � Avvrc II �- dRtn >yNe 3rexnu a_A iRUTs[ n w Mr Ywci xo ALL u�oMi `tilue srvx� IxcL¢, Mo Aur[u4miwl.mri j v %vW AAus Mo ailuro ano MVY[gr[II. 1 ax µ YFxA°L[s x1nR PAYR MW sw[L e:t xm[ ^PWIIC NNef L AHD Cc11FOW is my P41L lm x2 x ��,D. ail ww a° vvr uN. c --Teoxox[ [ 0 ve a• F° FR Nl Pl.let ax ° usm v w veo u¢G�A ( d L d E ° [F°W x ° L �Eli` az sl u u m w Lwwli° l c u[rM mH y`� .�� N.FxlNo�srrwm. n[wnrowdxa INILI iv O�Om° [. An bATe, U[i i[Max hal STANDARD STORM MANHOLE -CATCH BASIN n� F '�^• �L YLP °wl?o PNa„ [vvott Ls °wu of rcnLMn a°ia1Na now rnaY wLn rN °untr SN cnp0[LLCAST¢L xOxlv11g110 vNFLL v[ PR AsiH {7 N Y oo 3' CATCH MINIMUM [DVR FIDYI 4hq -4Tot TDP DT PIPE e a FCR �p pLATE STYLE GRATE FOR 48" DIA OUTIET STRUCTURE STANDARD STORM MANHOLE -:'ARD INLET X BASIN Nv i[ML p' STORM MANHOIF Ap.l ICTM�FPJT pMSS .(, STANDAW'PPLATE N0. LiSP.Y $• ® S 'aiA STANDARD PUIE N0. r 414 Ln ,•--I_, a 1Se Qi 6TANDAR�6UTE N0. 11P 1. ;tl M /� Se" SI'ANppRO PLATE N0. l! 407 " A LS� S(ANDARO PUTS N0. �y G 40a G • C701 FOR CITY APPROVAL a: 811 mfg 11 I'll "llov At .1. 199 U ON, C, u U.. MWOWMN.M. A A C— —11. —.K. xxxn 1—n— C. —C, CO—N.—o' -K- ROCK CONEffiAN ENTRANCE LT 71 Mc WOOD FIRER BLANKET 1�.�LATIQN ON A CJIT SLOPE awc L EMA =1.1 11 [c la ILJ6 PLASTIC PIPE COVER AND REDDING RFDUIRF SLDflM DRAINS AND CNLVERTS He 3! - I NO 2�, 5 STANDARD PLATE TD SO2 STANDARD PLATE 11. soa Qtleko I .F�QgF WN.", 7:9 - SECTION A—A o TYPICAL SEML RAIL lfANR MdEC.M.—W, TO PROVIDE ADDITIOML SUPPORT AS — (a- HOT P CH—C SILT Co. FACMC) �%. —D -1 —a- --a lan DREAKS 11 111 lall WALL at Latllm� A mi'w"i mum or io rm TO ---O� Cr ... —, I— Faa. w ..P .— a H—C 1. —K -ECTCH. C 'M11C 0 — M.M. I. SOCM! SHALL at OVER, 0 1 .110... OF 2C M THE C, u -11 SCE H— TYPICAL DROP CURB ERK� TRAIL .. ..... DROP INLET PROTECTION o SEDIMENT ACCUA—TICH OF 1/2 THE SOCK M MUST at R.— TYPICAL CUTTER HO STAN.. PLATE No. 5D8 0M L Ln i• lSe STANDARD PLATE NO. 07 ),,PLATE NO. 2 STANDARD (2t§e'ko DEFLATE NO. tl:.7 7 yyq SHEET C702 FOR CITY APPROVAL .— 10/14/19 FOLD IVAUdddV u1J dU:l SNOLL0351N3W3Atld A3No WfoWMaNWNndYmpW NxoNdfNWlmf 3WWYlvd aoalmaotiwMfuravepeWfpn:axnou>Jewm ��j .,vMwW �n.auvwmr.imJwvo,vTeevmxms u,WN uJw nrenr nmloWYaioa. varuuaor.� WuvevJJmNN.. IM.- NVRLL WdTfliWtldMMd maintluavbxnoaYo f Moinfcx oUl lwlxm fJ,WN,W,>aM Y„NofJ>�.WYY�„rr� � �xm aW�wWaYbxnao f I—mr" �'c—'I�� •, WNT,daJYa �;p�p ronYdo a wW�W �:om SN=3SL MAW MN095oepn•JMxIYMfYmrvWP9�NMIN��uJU�lwbJ3atl NndYmp am>oW OWq,WL-1WpTpaW mWdvLLio nmafW pa[WMNJf p�Jao""xw aHnm�MYnm armws]uAJvwW.n OlouoW arvaml5roo Kt� ry j pvnmv mrvnpa WiavJwsvduivNuw= OtlV110B IpooWPy lifWxOUWx mSNVU11�ulagNnG Of l nJxnq d•ao[nuWJM.WSJmNmmvnmuwvM..rc _ v:�'��No:o:nNM:WWNmp,W�NNY,Hwno..f AYVNdf'MmMaaMm:oevuMe YpoLLopiv pA wvunmm"i[ioi�'veYaix'o'miuv"a"oae°v"Nmf�mrn�'m mA��is �riuv°mo".i�= Jed ::::E } G n3wwdsi3uno aaoa [�IWAI pwAouvvMonoavAmwl Wwwo, ,xaArMogm•wwWlmJmnepl: ouo3s rvv— ,S r v v �' oNwrtusaNtl 3'JtM9L531N159JTJdrOIONYH �� I�oaWTid a� a § ro msY„�_INIIIIIIIINVI a _� � xvicev>W x OOWlowiw b �� i1N1>YfllWwq Al � WNIo °'mwntaw� a1q x°mwi"�o-ai oW� vW�mYw+NeumM.nvx[aver fvtagt�m � OmR 3lNY[3��V MWNW NYA pwNq oUVMoi xvn �nnwwnxvw 3lSitl � vxoWeeW SS3JJtl p aO�N Jo Nvrsmwmm aNlaava w(�'�/ 1 ON mrios >w�mwi" _ .-ammm vxumuvmNumuWaaHmr + .. a dWW BtlN NtlItl153md31tlNtld pogWYWpp[ --- Y1tlM30i53131ON0331tlAltld poogfrAA NItlMONYBtlN'IW03L+II Poulp[I lHnop[JONLtMW.N kvNltMiW[roN)pWaf[YJepdaU�WnefpTVNfmvM t NwnJNIofONYONam[11YMUm2xvaTYINIpNM•gtf� lH'au[do NIaNMISNUNUA�nJ�C�9��rofr�1Y[M�SNVY �UIvvN>llWWTM'N� t INvuwCnvmuLLnumm(Y[uavNeootvmdNwpw i mrMW>�pmNq W�p f r pdm;� n1�'f rvlu[I© WNIo y� •..�.j.`e•.: ��'sNgU1tl0N[xU 6 pWJxrENe /l�Q[PMolx'[IHLIAWNIWp]YUm J I roW)� ilaY �. _l• 1 nr punW9u wo�•STSIIeMMM i'[S 0u1681p mo,q HwH YY IIS NN='f NaY•G / � doUVJ f,>„o.[l[>pefroaxw.. �—�---j YW,r Wmwp�r�oiNN 0 0 0 0 0 0 0 0 ,;. �. :.... _ .. .. 3srpvm• '_ _4 smvlWmpxNaW —.— i IArmy, iS �>NarN maOMfN9H F —4-d \ ' Y Y� x- NOLLYt1Yl5NlJSad N06 n H N��.:i WWrMMaW 1"1 s I I �� almnDrvm LJ is N3Lp100NVBtlN 31LLYNB poogprAA �pnf9sNW 2 oU[i[pNfav dlgMNofNoeM'a�t0 n Y [n4lNB Review No. 3 Hakanson 1-111Anderson ENGINEERING REVIEW Residential Subdivision for the City of Otsego by Hakanson Anderson Submitted to: Honorable Mayor and City Council cc: Adam Flaherty, City Administrator/Finance Director Tami Loff, City Clerk Dan Licht, City Planner Andy MacArthur, City Attorney Tom Bruce, Rice Companies William R. Huston, Westwood Professional Services, Inc. Reviewed by: Ronald J. Wagner, P.E. Brent M. Larson, P.E. Date: October 30, 2019 Proposed Development: Parkview Retail (1St Addition) Street Location A portion of the NW 1/4 of the NE'/4 of Section 22, T121, R23. of Property: West of CSAH 42 (Parrish Ave) and South of 90th Street Applicant: Tom Bruce Developer: Rice Companies 1019 Industrial Drive South Salk Rapids, MN 56379 Owners of Record: Timothy & Susan Neibling Karen Anderson Irrev Trust Sandra McChesney 8763 Sim LLC Purpose: Parkview Retail is a proposed 17.3 acre, 7 lot commercial 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), (but not limited to) Minnesota Pollution Control Agency (sanitary sewer), and Wright County TABLE OF CONTENTS INFORMATION AVAILABLE PRELIMINARY PLAT FINAL PLAT CONSTRUCTION PLANS TITLE SHEET EXISTING CONDITIONS SITE PLAN GRADING AND EROSION CONTROL PLANS SANITARY AND WATERMAIN PLAN STORM SEWER PLAN DETAILS SURFACE WATER MANAGEMENT WETLANDS OTHER CONSIDERATIONS SUMMARY AND/OR RECOMMENDATION PAGE 2 S:\Municipal\Aotsego23xx\2348 Parkview Retail\A-REVIEW PHASE\OT2348 RVW3.docx INFORMATION AVAILABLE Final Plat for Parkview Retail, 10/15/19, by Westwood Professional Services, Inc. Final Plans for Parkview Retail, dated 10/14/19, by Westwood Professional Services, Inc. SWPPP for Parkview Retail, dated 10/8/19, by Westwood Professional Services, Inc. Preliminary Plans for Parkview Retail Development, dated 7/15/19, by Westwood Professional Services, Inc. Hydrology Calculations for Parkview Retail, revised October 2019, by Westwood Professional Services, Inc. Additional Information Minnesota Rules, Chapter 4410 — EAW Requirement City of Otsego Engineering Manual City of Otsego Zoning and Subdivision Ordinances National Wetland Inventory Map PAGE 3 SAMunidpa1lAotsego23xx\2348 Parkview RetailW-REVIEW PHASEM2348 RVW3.doex PRELIMINARY PLAT No revised preliminary plans have been received addressing comments from the July 17, 2019 engineering review. Most of these comments are addressed in the final plan submittal. FINAL PLAT 2. The all trails along CSAH 39 and CSAH 42 shall be covered by platted right-of-way. 3. Right-of-way and the vacation of right-of-way along County Roads is subject to Wright County approval. 4. The street alignment of Parkview Avenue is slightly shifted on the proposed plat to the south. They show 378.7 and 74.2 foot distances along the north property line to the east edge of the street right-of-way. The location of the street ROW shall be coordinated so the plats agree. The watermain through Lot 1, Block 2 shall be covered by a 20' wide drainage and utility easement. 6. Provide dimensions for the existing drainage and utility easements in "Friendship Addition". 7. It is unclear why Lot 1, Block 1 is being platted as a lot at this time. The construction and grading plans do not show any improvements to this area or anything south of 88th Street. We recommend platting this as an outlot at this time. Also, as the final plans to not include or even show anything south of 88th Street we cannot verify the easements shown on Lot 1, Block 1 or Outlot A are correct. 8. The ROW at the 88th Street intersection and along CSAH 42 south of 88th Street does not appear to be sufficient to cover the proposed street and sidewalk/trail. CONSTRUCTION PLANS Title Sheet 9. Provide an approval signature line Ronald J. Wagner, City Engineer. Existing Conditions 10. Existing conditions for the entire plat should be shown, this includes everything south of 88th Street as well whether anything in this area is to be removed at this time or not. PAGE 4 S:\Municipal\Aotsego23xx\2348 Parkview RetaiM-REVIEW PHASE\OT2348 RVW3.docx Site Plan 11. The sidewalk and 10' bituminous trail at the 88th Street and CSAH 42 intersection does not appear to work. The intersection of the sidewalk and trail shall be redesigned to meet ADA requirement. Additional ROW will be needed here. 12. Show a clear "construction limits" line would be helpful. 13. Normal and heavy-duty pavement locations are not shown. A typical sections for light- duty and heavy-duty concrete pavements are included in the details but no concrete pavement is shown on the site plan. 14. We recommend identifying required tip -out curb on the site and/or grading plans. 15. It is unclear what the elliptical objects are in the SW of the grocery store building in the parking area. Also, what is the dashed line south of the building in the parking area indicating (Future expansion)? 16. Please provide the NWL and HWL elevation labels for both infiltration basins on the site plan. 17. It appears that the location of the western entrance from CSAH 39 does not agree with Grading and Erosion Control Plan 18. The soil boring locations shall be not shown. 19. The storm water runoff from the fueling station area cannot be directed into the infiltration basins even with the oil separator device(s). This area shall be captured (grading or additional storm sewer) and directed to the trunk storm sewer along 88th Street. 20. The north end of Parkview Avenue has a proposed elevation of 870.88. The proposed elevation of the development to north is 870.0 at this location. These elevations are close enough to be coordinated with final plans. 21. Provide a grading limit line. No grading appears to be proposed for Outlot B and C. Sanitary Sewer and Watermain Plan 22. The utilities along 88th Street are to be "by others". These connections will need to be coordinate with future construction. 23. Label all exiting utilities with rim elevations, inverts, pipe sizes, etc. 24. All watermain and hydrants shall be covered by easements. PAGE 5 S:\Municipa1\Aotsego23xx\2348 Parkview Retail\A-REVIEW PHASE\OT2348 RVW3.docx 25. Provide profiles for all watermain and shared sanitary sewer lines. Show all water, sanitary and storm sewer crossings in the profile. A minimum of 18" of vertical separation shall be provided. All crossings with storm sewer shall have a minimum of 24" separation (from outside edge of pipe) or 4" insulation will be required. 26. All 8" connections to the watermain shall be done with tees. All wet taps, watermain tee's and/or crosses require x-1 valves where x is the number of legs. 27. We recommend testing the existing hydrant and valve that is being salvaged and reused, before moving it. This salvaged hydrant and valve will be required to pass all testing. 28. The existing sanitary and watermain lines and especially notes (i.e. sizes, inverts) are too light to read. Storm Sewer Plan 29. All of the stormwater basins and storm sewer for this phase of construction will be considered private and therefore was not reviewed to Otsego City standards. Connections to the public storm sewer along 88th Street shall be reviewed with the design and construction of 88th Street. 30. We recommend relocating the outlet structure for P201 and P202 further from the inlet pipes. It is also unclear why pond 202P is discharging to pond 201P. Could this pond not discharge to the exiting storm pipe along 88th Street directly? 31. The information for the west infiltration basin (Pond 201P) cannot be read due to overlapping text. This pond cannot be an infiltration pond as it receives runoff from the fueling station area even though there is a oil separator on the discharge pipe (we suggest diverting the runoff from the fueling station area directly to the existing 88th Street storm sewer). 32. We recommend calling out proposed pipe material types. Details 33. No comments. SURFACE WATER MANAGEMENT 34. The latest submitted stormwater calculations are for the area north of 88th Street only. There is drainage from the west of the property that shall be accounted for with the final plat. Also, there are outstanding commend from the preliminary plat submittal that shall be addressed before the entire site can be said to function as a whole. Outstanding comments include: a) There is approximately 14.4 acres to the west of the proposed site that drains to the south half of the site that is being blocked by the grading of the apartment building site. This drainage shall be accounted for and allowed to retain the existing PAGE 6 SAMunicipa1\Aotsego23xx\2348 Parkview Retail\A-REVIEW PHASE\OT2348 RVW3.docx drainage pattern or diverted to a storm pipe that can provide proper drainage. Staff will work the Developer's Engineer on this item. The storm water from this area may be able be directed to the 36" trunk storm sewer along 88th Street but the addition of this water and capacity of the downstream pipe and system must be verified. b) This area does not include the 5 -acre parcel directly to the west on the north %2 of the site). The plans and stormwater calculations do not appear to account for this additional runoff. The runoff from the existing conditions of this area needs to be accounted for. When this area develops in the future it will be limited to pre development discharge rates but an outlet still much be provided. c) The downstream storm pipe for the Pond 1 OOP outlet was designed to receive 5 cfs for the 10 -yr storm. The proposed discharge is 5.8 cfs from this pond. d) The north %2 of the plat contains runoff from the fueling station area which is not allowed to be infiltrated per the NPDES permit. This pond will need to be lined so that it does not infiltrate. e) The drainage area, impervious area and WQV in the table on the drainage plan for Pond 100P do not agree with the hydrology model. WETLANDS 35. At a minimum a "level V Wetland Determination that no wetland impacts are proposed by this project is required. OTHER CONSIDERATIONS 36. A geotechnical report is required. The report shall recommend a street section and R - value to be used for the site 37. A statement certifying the environmental condition of the site including the presence of any hazardous substance as defined in Minnesota Statutes 11513.02, Subd 8 is required. SUMMARY AND/OR RECOMMENDATION We recommend approval contingent upon the above items being addressed. PAGE 7 S:\MunicipalWotsego23xx\2348 Parkview Retail -REVIEW PHASE\OT2348 RVW3.docx 0 tSITY e F O MINNESOTA V APPLICANT: Rice Companies APPLICATION: Request for a final plat approval of Parkview Retail. CITY COUNCIL MEETING: 12 November 2019 5Nov 19 FINDINGS & DECISION FINAL PLAT FINDINGS: Based upon review of the application and evidence received, the Otsego City Council now makes the following findings of fact: A. The legal description of the properties is attached as Exhibit A. B. The property lies within the East Sewer District and is guided for commercial uses by the 2012 Otsego Comprehensive Plan, as amended. C. The property is zoned B-3, General Business District and R-7, Residential High Density District. D. The planning report dated 1 November 2019 prepared by the City Planner, The Planning Company LLC, is incorporated herein. E. The engineering review dated 30 October 2019 prepared by the City Engineer, Hakanson Anderson, Inc., is incorporated herein. G. The Otsego Planning Commission considered the application at their meeting on 4 November 2019; based upon review of the application and evidence received, the Planning Commission recommended by a 5-0 vote that the City Council approve the request based on the aforementioned findings. DECISION: Based on the foregoing information and applicable ordinances, the request is hereby APPROVED, subject to the following conditions: The final plat shall be revised to designate Lot 1, Block 1 as an outlot. 2. Right -of -Way dedication for CSAH 39 and CSAH 42 shall be subject to review by the City Engineer and approval of Wright County. 3. All street design, street construction plans, street lighting, trails, and sidewalks shall be subject to review and approval of the City Engineer; street lighting required by the City Code shall be installed as a developer's expense. 4. A cross ingress -egress and parking agreement shall be recorded over Lot 1, Block 2, Outlot B, and Outlot C, subject to review and approval of City staff. 5. All grading, drainage, and erosion control issues are to be subject to review and approval of the City Engineer. 1 6. All utility issues are subject to review and approval of the City Engineer. The developer shall pay utility availability charges at the time of final plat approval. Park dedication requirements shall be satisfied as a cash fee in lieu of land in accordance with Section 10-8-15 of the Subdivision Ordinance. 9. All drainage and utility easements shall be subject to review and approval of the City Engineer. 10. The developer shall enter into a development agreement with the City as provided for by Section 10-10-4 of the Subdivision Ordinance as drafted by the City Attorney and subject to approval of the City Council. 11. The final plat shall be recorded by 20 February 2020 as provided for Section 10-5-3.B.8 of the Subdivision Ordinance. MOTION BY: SECOND BY: ALL IN FAVOR: THOSE OPPOSED: ADOPTED by the City Council of the City of Otsego this 12th day of November, 2019. CITY OF OTSEGO By: Jessica L. Stockamp, Mayor Attest: Tami Loff, City Clerk RESOLUTION NO.: 2019 - 69 CITY OF OTSEGO COUNTY OF WRIGHT, MINNESOTA A RESOLUTION APPROVING VACATION OF EXISTING DRAINAGE AND UTILITY EASEMENTS WITHIN THE PARKVIEW RETAIL FINAL PLAT. WHEREAS, drainage and utility easements were dedicated with the final plat of Friendship Addition; and, WHEREAS, Rice Companies has received approval of a preliminary plat to be known as Parkview Retail by the City Council on 22 July 2019; and, WHEREAS, the right-of-way and drainage and utility easements to be dedicated within the preliminary plat of Parkview Retail make unnecessary that right-of-way and drainage and utility easements described by the exhibits attached hereto; and, WHEREAS, Rice Companies has applied for vacation of the existing right-of-way and drainage and utility easements described by the exhibits attached hereto; and, WHEREAS, the Planning Commission held a public hearing at their regular meeting on 15 July 2019 to consider the vacation, preceded by required published and mailed legal notice; and, WHEREAS, the Planning Commission heard all parties interested therein and closed the public hearing; and, WHEREAS, the existing right-of-way and drainage and utility easements described by the exhibits attached hereto serve no useful public purpose; and, WHEREAS, the City Council having considered all information received related to the proposed vacation finds that vacating the existing right-of-way drainage and utility easements as described by the exhibits attached hereto would be in the public interest; and, NOW, THEREFORE BE IT RESOLVED by the City Council of the City of Otsego that Otsego hereby orders: 1. That the existing right-of-way and drainage and utility easements located in the City of Otsego, Wright County, State of Minnesota described by the exhibits attached hereto are hereby vacated. 2. The City Council hereby determines that the vacation of said existing right-of-way and drainage and utility easements shall cause no damage to any abutting or nearby property owners and therefore no damages are awarded to any such property owners. 3. The vacation shall be effective upon approval and recording of a final plat for Parkview Retail. MOTION BY: SECOND BY: ALL IN FAVOR: THOSE OPPOSED: ADOPTED by the City Council of the City of Otsego this 12th day of November, 2019. ATTEST: Tami Loff, City Clerk CITY OF OTSEGO Jessica L. Stockamp, Mayor 2 CITY OF OTSEGO COUNTY OF WRIGHT STATE OF MINNESOTA RESOLUTION NO. 2019-71 RESOLUTION APPROVING DEVELOPERS AGREEMENT- PARKVIEW RETAIL WHEREAS, Rice Companies, Inc. intends to construct commercial property platted as PARKVIEW RETAIL; and WHEREAS, the approved work on the Plat requires construction of some 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 Rice Companies, Inc. hereby approved, subject to staff approved additions and changes. 2. The Mayor and City Clerk are hereby authorized to execute the Developers Agreement on behalf of the City of Otsego. ADOPTED this 12th day of November, 2019 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 W DEVELOPMENT AGREEMENT PARKVIEW RETAIL THIS AGREEMENT, entered into this day of November, 2019 by and between the CITY OF OTSEGO, a Minnesota municipal corporation ("CITY") and RICE Companies, Inc., a Minnesota corporation ("DEVELOPER") RECITALS WHEREAS, DEVELOPER has proposed construction of a grocery store with an accessory motor fuel facility to be constructed on the following described property; LOT 1, BLOCK 1, PARKVIEW RETAIL; and WHEREAS, DEVELOPER is the fee owner of the parcel of land described and newly consolidated as PARKVIEW RETAIL, which measures approximately 18.436 acres and is legally described as follows: PARKVIEW RETAIL according to the Plat on file and of record with the Office of the County Recorder, Wright County, Minnesota. WHEREAS, Lot 1, Block 1, Outlot A, Outlot B, and Outlot C, Parkview Retail are zoned B-3, General Business District; and, WHEREAS, Outlot D, Parkview Retail is zoned R-7, Residential High Density District; and WHEREAS, the preliminary plat of Parkview Retail was approved by the City Council on 22 July, 2019; and WHEREAS, Lot 1, Block 1, Outlot B, and Outlot C are subject to a Planned Unit Development District — Conditional Use Permit ("PUD -CUP") by approved by the City Council on July 22, 2019; and WHEREAS, Section 10-10-4 of the Subdivision Ordinance requires that the DEVELOPER enter into a Development Agreement with the CITY as a condition of Final Plat approval; and WHEREAS, the building and improvements on LOT 1, BLOCK 1 shall be constructed, maintained and operated in accordance Site and Building Plan Review and Conditional Use Permit for and accessory motor fuel facility as approved by the City Council and the terms and conditions contained herein in accordance with Section 11-4-7 of the Zoning Ordinance; and NOW THEREFORE, in consideration of the promises and mutual promises hereinafter contained, it is agreed between the parties as follows: Development Plans. The retail grocery store Building and fuel facility shall be developed on LOT 1, BLOCK 1 in accordance with the plans the cover sheet of which is attached to this Agreement as Exhibit B dated ------------- and signed by the City Engineer on file and of record at CITY and herein fully incorporated herein by reference and the conditions stated below (hereinafter the "Building Development Plans"). If the Building Development Plans vary from the written terms of this Agreement, the Building Development Plans shall control. The building shall be substantially completed by August 1, 2020. 2. Municipal Improvements. The Building Development Plans include certain Municipal Improvements as set forth on the attached Exhibit C. 3. Private Improvements. The DEVELOPER of the Subject Property agrees that it shall cause to be constructed and installed certain private improvements ("Private Improvements") on the Subject Property. All Private Improvements are to be installed at DEVELOPER'S sole cost and expense pursuant to this Agreement and the private improvements to LOT 1, BLOCK 1 shall include those improvements shown on the Building Development Plans. 2 DEVELOPER shall construct such Private Improvements in accordance with all applicable building codes, ordinances and CITY standards and the Building Development Plans furnished to the CITY and approved by the City Engineer. The DEVELOPER shall obtain all necessary permits before construction of the Building. CITY shall provide adequate field inspection personnel to assure acceptable quality control, which will allow certification of the construction work. Within thirty (30) days after the completion of Building and before any security is released, the DEVELOPER shall supply the CITY with a complete set of reproducible "as built" plans and two (2) complete sets of blue line "as built" plans prepared in accordance with CITY standards. 4. Grading, Landscaping and Drainage. The DEVELOPER shall be responsible for grading, landscaping and storm water management on the Subject Property as more fully set forth in this Agreement and as for LOT 1, BLOCK 1 only the Building Development Plans and Landscaping Plan. A. Landscaping. DEVELOPER shall maintain the sod and landscape of boulevard areas adjacent to LOT 1, BLOCK 1 as shown in the Building Development Plans through at least one (1) growing season and to the satisfaction of CITY. The long term maintenance of sod and landscaping of boulevard areas shall be the responsibility of DEVELOPER. Further, DEVELOPER shall be responsible for mowing, elimination of weeds and removal of any garbage or debris on LOT 1, BLOCK 1. B. Erosion Control. The erosion control plan for LOT 1, BLOCK 1 within the Building Development Plans has been reviewed and approved by CITY and shall be implemented by DEVELOPER prior to grading of LOT 1, BLOCK 1. All areas disturbed by the excavation and backfilling operations shall be reseeded forthwith after completion of work in that area. If DEVELOPER does not comply with the erosion control plan and schedule or any erosion control requirements, CITY may, after reasonable notice, take action as it deems appropriate in accordance with all applicable laws, ordinances or regulations or according to this Agreement. C. Grading Plan. Grading of LOT 1, BLOCK 1 shall be in accordance with the approved Grading Plan as provided in the Building Development Plans. 3 5. Pre -Construction Activity. DEVELOPER shall schedule a pre - construction meeting with CITY to review the proposed schedule for grading and construction of the building and related improvements as set forth on the Building Development Plans, and to coordinate the schedule with the City Engineer. 6. Ownership of Improvements. Upon completion of the work and construction required by this Agreement, improvements lying within public easements on the Subject Property shall become CITY property without further notice or action. 7. Clean Up. DEVELOPER shall promptly clean any and all dirt and debris from streets resulting from construction work by DEVELOPER, its agents or assigns during the work and construction required by this Agreement. 8. Administrative Fee. A one-time fee for CITY administration of the development is as set forth on the attached Financial Summary, Exhibit D. 9. Park and Trail Dedication. Park and Trail dedication requirements for PARKVIEW RETAIL, specifically LOT 1, BLOCK 1, are as set forth on the attached Financial Summary, Exhibit D, and will be assessed against the subject property pursuant to Paragraph 20. The calculation of Park and Trail Dedication requirements includes a credit of 1.67 acres for parlc dedication fees in lieu of land previously paid for the platted lots of the Friendship Addition. 10. Storm Water Fees, and Storm Water Basin. The Storm Water Fees applicable to this Final Plat are as set forth on the attached Financial Summary, Exhibit D, and will be assessed against the subject property pursuant to Paragraph 20. 11. Sewer Availability Charges. The Sewer Availability Charges for LOT 1, BLOCK 1 are as set forth on the Financial Summary, Exhibit D, and will be assessed against the subject property pursuant to Paragraph 20. 12. Sewer Connection Fees. The sewer connection fees for LOT 1, BLOCK 1 will be established and paid for at the time a Building Permit is issued. 0 13. Water Availability Charges. The Water Availability Charges for LOT 1, BLOCK 1 are as set forth on the Financial Summary, Exhibit D, and will be assessed against the subject property pursuant to Paragraph 20. 14. Water Connection Fees. The water connection fees for LOT 1, BLOCK 1 will be established and paid for at the time a Building Permit is issued. 15. Street and Traffic Control Sign Fees. CITY shall, at its sole cost and expense purchase and install the street and traffic control signs as part of the Project. 16. Street Lighting. The DEVELOPER shall be responsible for the cost for installation of street lighting as required by Title 8, Section 8 of the City Code as set forth by Section 3-1-2.J of the City Code and included on the Financial Summary, Exhibit D. 17. CITY Engineering, Engineering Administration, Construction Observation, and Legal Fee Escrow and City Fees. DEVELOPER shall pay escrow for the CITY'S engineering, engineering administration and construction observation services of Municipal Improvements as set forth on Exhibit C, following execution of this agreement, in the estimated amount set forth below. 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 service estimated to be three percent (3%) of the estimated construction cost of the improvements to be inspected, assuming normal construction and project scheduling. 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 the Municipal Improvements and will be billed at hourly rates actually required for said inspection estimated to be five percent (5%) of the estimated construction cost of the improvements to be inspected. In the event of prolonged construction or unusual problems, CITY will notify DEVELOPER of anticipated cost overruns for engineering administration and observation services. The Escrow and Fee account shall include estimated escrow for City Engineering, Engineering Administration and Construction Observation limited to the Municipal Improvements expenses and Legal expenses, 5 and fees for City Administrative, Street and Traffic Control Signs, Water and Sewer Availability Charges as set forth on the attached Financial Summary, Exhibit D. The Escrow and Fee amounts shall be submitted to CITY upon execution this Agreement by DEVELOPER and CITY. Any Escrow amounts not utilized for legal and engineering charges incurred by the City under this Agreement shall be returned to DEVELOPER when all improvements have been completed, all financial obligations to CITY satisfied, and all required "as -built " plans have been received by CITY. Engineering, planning, and legal fees incurred prior to the execution of this Agreement shall be deducted from escrow already submitted with the Plat application or charged against the escrow herein established. All other amounts listed as one-time fees are non-refundable and available immediately for CITY use when posted. 18. Security. To ensure compliance with the terms of this Agreement, and construction of all Municipal Improvements, DEVELOPER shall furnish CITY with a cash escrow or Irrevocable Standby Letter of Credit as set forth on the attached Financial Summary, Exhibit D. Additionally, DEVELOPER shall submit an additional and separate letter of credit in the amount of one million $1,000,000.00 dollars under the same terms and conditions as set forth in this Paragraph for purposes of assuring DEVELOPER's substantial completion of the grocery store and accessory motor fuel facility by August 1, 2020. The letter of credit is for the purpose of assuring that DEVELOPER provide reimbursement to the CITY for those public streets and other public improvements to be constructed by CITY as set forth in Paragraph D of this Agreement in the event that CITY undertakes and completes said public improvements and DEVELOPER fails to construct the grocery store and motor fuel facility. If CITY performs its obligations under this Agreement, and DEVELOPER fails to substantially complete its private improvements by the date stated above, CITY may, at its sole discretion, determine that a reasonable portion of the Security be retained by the CITY as damages. The form, issuer and term of this additional letter of credit shall be the same as the original letter of credit and it will be released immediately upon substantial completion of the grocery store and motor fuel facility. on The issuer and form of the security (other than cash escrow) shall be subject to CITY approval, which approval shall not be unreasonably withheld, conditioned or delayed. The security shall be issued by a banking institution in good standing as determined by CITY and approved by the City Administrator. Upon a Default and after notice and opportunity to cure, CITY shall have the ability to draw on the Security by overnight courier delivery to the bank or branch bank issuing the Letter of Credit. The security shall be for a term ending December 31, 2020, or until the Project is substantially complete, and shall contain an automatic renewal provision. CITY may draw down the security for any violation of the terms of this Agreement after notice and opportunity to cure by DEVELOPER, or upon receiving notice of the pending expiration of the security. It shall be the responsibility of DEVELOPER to inform CITY at least thirty (3 0) 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), DEVELOPER shall immediately provide 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 (3 0) days prior to the expiration of the security, CITY may also draw down the security. CITY may draw down the security for any violation of the terms of this Agreement (after any reasonable notice to DEVELOPER and cure periods). If the security is drawn down, the proceeds shall be used to cure any default. CITY will, upon making determination of final costs to cure any default, refund to the DEVELOPER any monies which CITY has in its possession which are in excess of the security needed. Upon receipt of proof satisfactory to CITY that work has been completed and financial obligations to CITY have been satisfied, the security will be reduced from time to time down to the amount of warranty security as set forth in paragraph 18 of this Agreement. The security shall not be reduced below ten percent (10%) of the posted security until all improvements, except landscaping, have been completed, all financial obligations to CITY satisfied (which includes posting of warranty security), and required "as built" plans have been received by CITY. The intent of this Agreement that CITY shall have h access to sufficient security, either security or warranty security, to complete the Project and insure warranty on all public improvements. The security amount shall be submitted to CITY prior to execution of the Agreement. 19. Warranty. 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 CITY. The amount of posted security for public improvements to be posted by DEVELOPER shall be in the amount as set forth in the amount as set forth in the attached Financial Summary, Exhibit D. 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 the public improvements. 20. Assessments and Waiver. DEVELOPER shall take LOT 1, BLOCK 1 subject to the following listed assessments. DEVELOPER hereby waives any and all hearings and irregularities in procedure and any right of appeal under Minnesota Statute 429.081 or any other right of appeal. DEVELOPER agrees that the property is benefited in at least the amount of said assessments. a. DEVELOPER has petitioned for assessment of applicable Sewer and Water Availability Charges in the total amount of $89,658.44, to be assessed against the property for a period of seven (7) years at an interest rate of 0% per annum, payments commencing with real estate taxes, if any due and payable in 2020. b. DEVELOPER has petitioned for assessments of applicable Park and Trail Dedication fees in the total amount of $16,884.00, to be assessed against the property for a period of seven (7) years at an interest rate of 0% per annum, payments commencing with real estate taxes if any due and payable in 2020. c. DEVELOPER has petitioned for assessments of applicable storm water fees in the amount of $15,825.16, to be assessed against the property for a period of seven (7) years at an interest rate of 0% per annum, payments commencing with real estate taxes, if any due and payable in 2020. 21. City Construction of Extension of Portions of Parkview Avenue and 88th Street. In conjunction with and concurrently with DEVELOPER'S construction of the Project, CITY shall construct platted Parkview Avenue from its intersection with 88th Street southerly to the and 88th Street from the westerly Plat boundary to CSAH 42, as well as right in right out access to eastbound CSAH 39 and three quarter access from southbound CSAH 42, including sanitary sewer and water lines. CITY shall commence construction in late Spring or early Summer of 2020, with the Project scheduled to be completed by August 1, 2020, subject to weather conditions, natural forces, the discovery of unexpected conditions or failures to perform by contractors. CITY and DEVELOPER shall coordinate construction activities on LOT 1, BLOCK 1 and CITY construction of the Project. DEVELOPER shall take no action to impede the CITY Project, and shall remove all structures, trees, bushes, plantings or other impediments within the portion of their property designated as right of way prior to the CITY Project. 22. Minimum Assessment. CITY and WRIGHT COUNTY intend to enter into a mutual Tax Abatement Agreement to reimburse costs incurred by the CITY in constructing the Improvements as set forth in Paragraph 21 above. The Improvements benefit DEVELOPER. Reimbursement to CITY and WRIGHT COUNTY is dependent upon payment of property taxes by DEVELOPER. During the term of the Mutual Tax Abatement Agreement referenced above, DEVELOPER will not seek a reduction in the market value as determined by the Wright County Assessor of DEVELOPER's Project or other facilities constructed on LOT 1, BLOCK 1 as set forth in this Agreement. 23. Responsibility for Costs. A. , DEVELOPER shall pay all costs incurred by it in conjunction with the development of LOT 1, BLOCK 1 and its Building, including, but not limited to legal, planning, engineering, and inspection expenses in connection with the development of LOT 1, BLOCK 1 and its Building. B. Except for gross negligence or willful and wanton acts of the CITY, DEVELOPER shall hold CITY and its officers, employees and agents harmless from claims made by itself and third parties for damages sustained or costs incurred resulting from DEVELOPER's acts or failures to act in connection with development of the Subject Property by DEVELOPER. DEVELOPER shall indemnify CITY and its officers, employees and agents for all costs, damages or 9 expenses which CITY may pay or incur in consequence of such claims, including attorney's fees. C. The Prevailing Party shall reimburse the Non -Prevailing Party for costs incurred in the enforcement of this Agreement, including engineering fees, planning fees, attorney's fees, and costs and disbursements. D. DEVELOPER shall pay in full all bills submitted to it by CITY for obligations incurred under this Agreement and agreed to be paid by DEVELOPER under this Agreement within thirty (30) days after receipt. If the bills are not paid on time, and DEVELOPER does not reasonably dispute the payment of amount of such bill CITY may reimburse itself from existing Escrow or Security... Bills not paid within thirty (3 0) days shall accrue interest at the rate of twelve percent (12%) per year. 24. Miscellaneous. A. Third parties shall have no recourse against CITY under this Agreement. B. 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. C. The action or inaction of CITY or DEVELOPER 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. CITY's or DEVELOPER's failure to promptly take legal action to enforce this Agreement shall not be a waiver or release. D. This Agreement shall run with the land, shall be recorded against the title to the Subject Property, and shall be binding on all parties having any right, title or interests in the Subject Property or any part thereof, their heirs, successors and assigns. E. Each right, power or remedy herein conferred upon CITY or DEVELOPER is cumulative and in addition to every other right, power or remedy, express or implied, now or hereafter arising, available to CITY or DEVELOPER, at law or in equity, or under 10 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 CITY or DEVELOPER and shall not be a waiver of the right to exercise at anytime thereafter any other right, power or remedy. F. DEVELOPER shall pay for all local costs, as defined in this Agreement, related to drainage improvements required to complete the construction of the Plat and building according to the Building Development Plans. Local costs are costs related to required internal drainage improvements such as retention ponds. G. Should construction of DEVELOPER'S Building or improvements to LOT 1, BLOCK 1 proceed at a pace slower than anticipated, and for that reason, specific terms of this Agreement become onerous or unduly burdensome to DEVELOPER, upon DEVELOPER's application, CITY will enter into negotiations regarding those specific terms and shall not unreasonably withhold consent to appropriate changes in the terms of this Agreement. H. DEVELOPER shall demonstrate and maintain compliance with the 1991 Wetland Conservation Act. I. DEVELOPER shall be responsible for all on site drainage for the Subject Property, as well as for any affects their actions may have on adjoining properties. 25. Violation of Agreement. If while the escrow or security provided in this Agreement is outstanding, a violation of any of the covenants or agreements herein contained occurs and such violation is not cured within thirty (30) days, or such longer period if DEVELOPER is in good faith and with all due diligence attempting to cure said default after written notice thereof from CITY to DEVELOPER, CITY may draw upon the DEVELOPER's escrow or security to cure any violation of the Agreement and to reimburse CITY for any costs incurred in curing the violation. 26. Maintain Public Property Damaged or Cluttered During Construction. DEVELOPER agrees to assume full financial responsibility for any damage which may occur to public property including, but not limited to , street, street sub -base, base, bituminous surface, curb, utility system including, but not limited to, watermain, sanitary sewer or storm sewer when said damage occurs as a result of construction activity which takes place during development of the Subject Property by DEVELOPER 11 or its contractors, except for damage caused by CITY, its employees, agents or contractors. DEVELOPER further agrees to pay all reasonable costs required to repair the streets and/or utility systems damaged or cluttered with debris when occurring as a direct or indirect result of the Developer's construction that takes place on the Subject Property. In the event that DEVELOPER is required to maintain or repair such damage and fails to maintain or repair the damaged public property referred to aforesaid within thirty (30) days or such longer period if DEVELOPER is in good faith and with all due diligence attempting to cure said default, after written notice from CITY or such longer period as may reasonably necessary or in the event of an emergency as shorter time period as determined by CITY, CITY may, upon notifying DEVELOPER undertake making or causing it to be repaired or maintained. When CITY undertakes such repair, DEVELOPER shall reimburse CITY for all its reasonable expenses within thirty (30) of its billing to DEVELOPER. If DEVELOPER fails to pay said bill within thirty (30) days, the security shall be responsible for reimbursing CITY. 27. Non -Assignment Without Consent. The obligations of DEVELOPER under this Agreement may be assigned by DEVELOPER if the assignment is approved by CITY. However, DEVELOPER shall not be released from its obligations under this Agreement without the express written consent of the City Council through Council resolution. 28. Subordination. This Agreement must be recorded against the Subject Property and all other liens, interests or mortgages shall be subordinate to the terms and conditions this Agreement and said Agreement shall not be subject to foreclosure by any other lien, interest or mortgage. 29. Notices. Required notices to DEVELOPER shall either hand delivered to DEVELOPER, it employees or agents, or mailed to DEVELOPER by registered mail or sent by overnight delivery at the following address: ----- -----------------------------------. Notice to CITY shall be in writing and shall be either hand delivered to the City Clerk or Deputy City Clerk or mailed by registered mail or sent by overnight delivery at the following address: City of Otsego, City Hall, 13400 90th Street NE, Otsego, NIN 55330, Attention: City Clerk. 30. Agreement Effect. This Agreement shall be binding and extend to the respective representatives, heirs, successors and assigns of the parties hereto. 12 31. Amendment. This Agreement shall be amended only by addendum executed by both parties to this Agreement. 13 IN WITNESS WHEREOF, DEVELOPER and CITY have executed this Agreement as of the day and year above first written. CITY OF OTSEGO, A municipal corporation Jessica L. Stockamp, Mayor Tami Loff, City Clerk RICE COMPANIES, INC A Minnesota corporation By: Its 14 STATE OF MINNESOTA) ) ss. COUNTY OF WRIGHT ) On this day of October, 2019 before me personally appeared Jessica L. Stockamp and Tami Loff to me known as the persons described in the foregoing instrument and who did say they are, respectively, the Mayor and City Clerk of the municipal corporation named therein and that said instrument was signed on behalf of said municipal corporation by authority of its City Council and said Jessica Stockamp and Tami Loff acknowledged said instrument to be the free act and deed of said municipal corporation. NOTARY PUBLIC STATE OF MINNESOTA) ) ss. COUNTY OF WRIGHT ) On this day of October, 2019, before me personally appeared to me known as the person described in the foregoing instrument and who did say he is the of Rice Companies, Inc. and that said instrument was signed on behalf of Rice Companies, Inc. with authority and on behalf of the corporation and said instrument to be the free act and deed of said entity. NOTARY PUBLIC DRAFTED BY: MACARTHUR LAW OFFICE 11205 46th Place N. Plymouth, MN 55442 763-226-3497 15 acknowledged said EXHIBIT A LEGAL DESCRIPTION OF THE SUBJECT PROPERTY 16 EXHIBIT B DEVELOPMENT PLANS FOR THE SUBJECT PROPERTY Development Plans for PARKVIEW RETAIL by Westwood Professional Services, Inc. dated -------- and approved by CITY ---------- cover sheet attached. 17 EXHIBIT C- MUNICIPAL IMPROVEMENTS Watermain. EXHIBIT D FINANCIAL SUMMARY (ATTACHED) 19 PARKVIEW RETAIL EXHIBIT Summary of Financial Responsibility Developer's Agreement City of Otsego Rice Companies I. CITY PROJECT Security - Letter of Credit A. Construction of 88th Street and Parkview Avenue II. DEVELOPMENT Security - Letter of Credit A. Site Grading, Erosion & Sediment Control and Wetland Protection B. Sanitary Sewer - Lateral & Trunk C. Watermain - Lateral & Trunk D. Storm Sewer - Lateral E. Streets F. Engineering & Surveying Construction Services (6.5%) I. Landscaping Subtotal Total Irrevocable Letter of Credit for Security (125% of Subtotal) III. Escrow -Cash A. Legal Service - 1.0% of $1,500.00 ($1,500 minimum) B. City Administrative - 1.0% of $1,500.00 ($1,500 minimum) C. City Construction Administration and Utility & Street ($10,000 minimum) 8% of $106,250.50 D. Trunk Water & Sewer Access Fees 1. Trunk Sewer SAC 5.91 Gr Ac X 3.5 RECs/Gr Ac X $2,552 /REC 2. Trunk Water WAC 5.91 Gr Ac X 3.5 RECs/Gr Ac X $1,781 /REC E. Trunk Storm Water Management Impact Fee (North Mississippi Watershed) 5.911 Gross Ac X $6,451 /Gross Acre Credit $22,312.50 F. Park Dedication Fee 5.91 Gross Ac X $7,000 /Gross Acre Credit $24,500.00 G. Street & Traffic Control Signs 0 Signs X $250 /Sign H. Street Lights 0 1 Lights X $500/light I. GIS Data Entry Fee 5.91 Lots X $125 /Lot J. Existing Outstanding Escrow Balance Total Escrow Cash Shared DomiMunicipal/aotsego/2289/OT2348 FinSum.xlsx Sheet: Financial Summary $1,000,000.00 $17,730.00 $0.00 $106,250.50 $0.00 $0.00 $6,910.00 $0.00 $130,890.50 $163,613.00 $1,500.00 $1,500.00 $10,000.00 $52,788.12 $36,839.99 $15,812.26 $16,870.00 $0.00 $0.00 $738.75 $10,875.45 $146,924.56 PAGE 1 OF 2 11/6/2019 PARKVIEW RETAIL EXHIBIT Summary of Financial Responsibility Developer's Agreement City of Otsego Rice Companies IV. Development Credits A. Trunk Sanitary Sewer B. Trunk Watermain C. Trunk Storm Water Management D. Park Dedication Total Development Credits IV. Development Warranty Letter of Credit A. Sanitary Sewer $0.00 x 15 % B. Watermain $0.00 $0.00 fees paid with Friendship Addition $22,312.50 fees paid with Friendship Addition $24,500.00 $46,812.50 $0.00 $106,250.50 x 15 % $15,937.58 C. Storm Sewer $0.00 x 15 % $0.00 D. Streets 0 LF x $25/LF $0.00 E. Erosion & Sedimentation Control $0.00 5% of Site Grading Cost $0.00 Total Warranty Letter of Credit $15,938.00 Shared Doc /Munldpal/aotsegor2289/072348 FinSum.xlsx PAGE 2 OF 2 Sheet: Financial Summary 11/13/2019 O OtSezCITY F O MINNESOTA V APPLICANT: Rice Companies 5Nov 19 FINDINGS & DECISION SITE AND BUILDING PLAN REVIEW CONDITIONAL USE PERMIT APPLICATION: Request for Site and Building Plan Review and a Conditional Use Permit for an accessory motor fuel facility for Coborn's Marketplace. CITY COUNCIL MEETING: 12 November 2019 FINDINGS: Based upon review of the application and evidence received, the Otsego City Council now makes the following findings of fact: A. The legal description of the property is Lot 1, Block 1, Parkview Retail, City of Otsego, County of Wright, State of Minnesota. B. The property lies within the East Sewer District and is guided for commercial uses by the 2012 Otsego Comprehensive Plan, as amended. C. The property is zoned B-3, General Business District. D. The proposed use of the property is for a retail grocery store with accessory motor fuel facility; Retail stores are a permitted use within the B-3 District subject to site and building plan review in accordance with Section 9 of the Zoning Ordinance; motor fuel facilities are allowed as a conditional use within the B-3 District subject to the provisions of Chapter 4 of the Zoning Ordinance. E. The Planning Commission and City Council must take into consideration the possible effects of the proposed conditional use with their judgment based upon (but not limited to) the criteria outlined in Section 11-4-2.F of the Zoning Ordinance: The proposed action's consistency with the specific policies and provisions of the Otsego Comprehensive Plan. Finding: The subject site is guided by the 2012 Comprehensive Plan guides the subject site for commercial land uses. The proposed use provides for delivery of retail goods and services to the Otsego market. The proposed use is consistent with the Future Land Use Plan of the Comprehensive Plan. 2. The proposed use's compatibility with present and future land uses of the area. Finding: The proposed use is within a block of lots to be developed with commercial uses. To the south will be additional commercial development and a transitional multiple family dwelling use. To the west is an existing rural residential use planned to redevelop with commercial uses. Screening will be provided to the west to screen the existing residential and future commercial use from potential impacts related to the motor fuel facility. 3. The proposed use's conformity with all performance standards contained within the Zoning Ordinance and other provisions of the City Code. Finding: The proposed motor fuel facility shall comply with the provisions of the Zoning Ordinance. 4. Traffic generation of the proposed use in relation to capabilities of streets serving the property. Finding: The subject site is accessed from 90th Street (CSAH 39) and Parrish Avenue (CSAH 42) that the Transportation Plan designates as minor arterial streets. These roadways have adequate capacity to accommodate traffic generated by the proposed use. 5. The proposed use can be accommodated by existing public services and facilities and will not overburden the City's service capacity. Finding: The subject site is located within the East Sewer District where the City anticipates development of urban uses such as the proposed motor fuel facility. The City has adequate utility infrastructure and other public service capacity to accommodate the proposed use. F. The planning report dated 1 November 2019 prepared by the City Planner, The Planning Company LLC, is incorporated herein. G. The engineering review dated 30 October 2019 prepared by the City Engineer, Hakanson Anderson, Inc., is incorporated herein. H. The Otsego Planning Commission conducted a public hearing at their regular meeting on 4 November 2019 to consider the application, preceded by published and mailed notice; based upon review of the application and evidence received, the public hearing was closed and the Planning Commission recommended by a 5-0 vote that the City Council approve the request based on the aforementioned findings. DECISION: Based on the foregoing information and applicable ordinances, the request is hereby APPROVED, subject to the following conditions: 1. The developer shall submit revised architectural plans specifying proposed exterior materials for the principal building that comply with the requirements of Section 11-17-4. D.1 of the Zoning Ordinance. 2. A revised landscape plan shall be submitted to address: a. Installation of deciduous shade trees in yards abutting public rights-of-way not more than 50 feet on center. Based on the location of infiltration basins along the south lot line, a hedge row of low growing deciduous or evergreen shrubs may be necessary in lieu of trees. b. Installation of buffer yard landscaping along the west lot line to include a mix of deciduous shade trees, evergreen trees, ornamental trees, and evergreen shrubs. C. The size of all plantings shall comply with Section 11-19-2. B.3 of the Zoning Ordinance. 2 d. Irrigation shall be provided using an inground system as required by Section 5-2- 3.C.2 of the City Code. 3. The motor fuel use shall be allowed 24-hour operation. 4. The developer shall submit plans for the motor fuel canopy: a. The architectural materials for the canopy shall utilize Grade A materials as applied to the principal building for the lower 2/3 of the canopy supports as required by Section 11-77-6.H.3.a of the Zoning Ordinance. b. The canopy shall be limited to not more than 18 feet in height with a minimum of 14 feet of clearance underneath as required by Section 11-77-6-H.4.b of the Zoning Ordinance. 5. Fuel pumps shall be installed a minimum of 6 inches above the drive aisle as required by Section 11-77-6.H.6.b of the Zoning Ordinance. 6. Access from Lot 1, Block 2 to CSAH 39 is subject to review by the City Engineer and approval of Wright County. 7. All signs shall comply with Chapter 37 of the Zoning Ordinance and all signs shall require a sign permit prior to installation. 8. The exterior trash compactor shall be screened as required by Section 11-18-4.0 of the Zoning Ordinance, subject to review and approval of the Zoning Administrator. 9. The photometric lighting plan shall be revised to comply with Section 11-16-6.C.1 of the Zoning Ordinance limiting the intensity of light at the property lines to not more than 0.4 foot- candles. 10. The developer shall verify that the height of freestanding light fixtures to be limited to 25 feet by Section 11-16-6.C.4.a of the Zoning Ordinance. 11. Exterior lighting installed upon the canopy shall comply with Section 11-77-6.H.11 of the Zoning Ordinance, subject to review and approval of the Zoning Administrator. 12. All grading, drainage, and erosion control issues are to be subject to review and approval of the City Engineer. 13. All utility issues are subject to review and approval of the City Engineer. 14. All drainage and utility easements shall be subject to review and approval of the City Engineer. 15. The developer shall enter into a performance agreement with the City as provided for by Section 11-4-7 of the Subdivision Ordinance as drafted by the City Attorney and subject to approval of the City Council. MOTION BY: SECOND BY: ALL IN FAVOR: THOSE OPPOSED: Attest: ADOPTED by the City Council of the City of Otsego this 12th day of November, 2019. Tami Loff, City Clerk 4 CITY OF OTSEGO By: Jessica L. Stockamp, Mayor