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4.1 WMG0 OtkzoF MINNESOTA V DEPARTMENT INFORMATION Request for City Council Action ORIGINATING DEPARTMENT REQUESTOR: MEETING DATE: Planning City Planner Licht 12 July 2021 PRESENTER(s) REVIEWED BY: ITEM #: City Planner Licht City Administrator/Finance Director Flaherty City Engineer Wagner 4.1 WMG Development - Lot 1, Block 1 Parkview Retail 2nd Addition STRATEGIC VISION MEETS: THE CITY OF OTSEGO: medical office and convenience food use, and a site improvement performance agreement. 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. Yes; held by Planning Commission on 21 June 2021. 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. proposed development is a 5,409 square foot building with a medical office tenant and convenience food Is a distinctive, connected community known for its beauty and natural surroundings. AGENDA ITEM DETAILS RECOMMENDATION: City staff recommends approval of site and building plans, a conditional use permit for development of a medical office and convenience food use, and a site improvement performance agreement. ARE YOU SEEKING APPROVAL OF A CONTRACT? IS A PUBLIC HEARING REQUIRED? Yes Yes; held by Planning Commission on 21 June 2021. BACKGROUND/JUSTIFICATION: WMG Development, LLC has submitted plans for development of Lot 1, Block 1, Parkview Retail 2nd Addition, which is located at the southwest corner of Parrish Avenue (CSAH 42) and 88th Street. The proposed development is a 5,409 square foot building with a medical office tenant and convenience food with drive through tenant. The proposed development requires site and building plan review and a conditional use permit for the convenience food use. A public hearing to consider the application was held at the Planning Commission meeting on 21 June 2021. The Tarr Group, representing the developer, was present via teleconference and agreed with the staff recommendations. There were no public comments. The Planning Commission discussed site access and circulation but had no concerns regarding the proposed use. The public hearing was closed and the Planning Commission voted 7-0 to recommend approval of the application. SUPPORTING DOCUMENTS ATTACHED: ■ Planning Report dated 14 June 2021 ■ Engineering Review dated June 18, 2021 ■ Findings of Fact and Decision ■ Resolution 2021-53 ■ Site Improvement Performance Agreement POSSIBLE MOTION PLEASE WORD MOTION AS YOU WOULD LIKE ITTO APPEAR IN THE MINUTES: Motion to approve site and building plans and a conditional use permit for Lot 1, Block 1, Parkview Retail 2nd Addition subject to the conditions stated on the Findings of Fact and Decision as presented, and adopt Resolution 2021-53 approving a site improvement performance agreement. RunGFT INFORMATION FUNDING: BUDGETED: N/A N/A TPC The Planning Company PLANNING REPORT TO: FROM: REPORT DATE 60 -DAY DATE: RE: TPC FILE: BACKGROUND 3601 Thurston Avenue Anoka, MN 55303 763.231.5840 TPC@PlanningCo.com Otsego Planning Commission D. Daniel Licht, AICP 14 June 2021 20 July 2021 Otsego — Parkview Retail 2"d Addition; Otsego Dental/Dunkin 101.02 WMG Development, LLC has submitted plans for development of Lot 1, Block 1, Parkview Retail 2nd Addition, which is located at the southwest corner of Parrish Avenue (CSAH 42) and 881h Street. The proposed development is a 5,409 square foot building with a medical office tenant and convenience food with drive through tenant. The proposed development requires site and building plan review and a conditional use permit for the convenience food use. A public hearing to consider the application has been noticed for the Planning Commission meeting on 21 June 2021. Exhibits: ■ Site Location Map ■ Architectural Elevations and Floor Plan dated 10 JUN 2021 (3 sheets) ■ Civil Plans dated 05/28/2021(18 sheets) ANALYSIS Use. The subject site is zoned B-3, General Business District. The proposed medical office use is a permitted use within the B-3 District. Permitted uses are subject to site and building plan review in accordance with Section 11-9-2 of the Zoning Ordinance. The proposed coffee shop is a convenience food restaurant that is allowed as a conditional use within the B-3 District subject to the performance standards set forth in Section 11-77-6.13 of the Zoning Ordinance. Consideration of the conditional use permit is to be based upon, but not limited, to the criteria established by 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. Comment: The subject site is planned for commercial uses as part of the City's primary commercial node of development surrounding the TH 101/CSAH 39 interchange. The proposed use is an expansion of service and office uses for this area of the community consistent with the goals of the Comprehensive Plan. The proposed use's compatibility with present and future land uses of the area. Comment: The subject site is surrounded by the following existing and planned land uses. The proposed development is consistent with the plans approved for Parkview Retail as a general commercial area that will include retail, office, and service uses, and with the Parkview Grand apartments serving as a transitional land use to future residential development to the west and south. Direction Land Use Plan Zoning Map Existing Use North Commercial B-3 District Coborn's Undeveloped East Commercial B-3 District PUD District Bank of Elk River SuperTarget South Commercial B-3 District Undeveloped West Commercial R-7 District Parkview Grand 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 development will comply with the performance standards of the Zoning Ordinance and Engineering Manual. 4. Traffic generation of the proposed use in relation to capabilities of streets serving the property. Comment: The subject site is accessed via Parrish Avenue (CSAH 42) designated as a minor arterial roadway by the Transportation Plan, Parrish Avenue (CSAH 42)1705 adequate capacity to accommodate traffic that will be generated by the proposed development. 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 a platted lot within the East Sewer District, The City has adequate service capacity for development of the subject site. Hours. The applicant has not indicated hours of operation for the proposed coffee shop. Section 11-77-6.B of the Zoning Ordinance does not limit hours of operation, but these may be a condition of approval if the Planning Commission finds they are warranted to protect compatibility with surrounding uses. The area surrounding the subject site is planned as commercial with the adjacent Parkview Grand apartments approved as a transitional land use as part of the Parkview Retail development. We do not see a need to include a condition of approval limiting the hours of operation for the coffee shop use. Building Materials. The proposed building is oriented to face Parrish Avenue (CSAH 42) maximizing visibility for the tenants to traffic on the street with the highest volumes. Section 11-17-4.D.1 of the Zoning Ordinance requires the exterior finish of buildings within the B-3 District to be comprised of a minimum 65 percent Grade A materials, and not more than 35 percent Grade B or not more than 10 percent Grade C materials. The grade of materials is defined by Section 11-17-4.B of the Zoning Ordinance and Grade A materials consist of masonry materials generally, as well as glass walls and windows. The submitted building elevations do not specify materials, but illustrate the majority of the elevations to be finished with brick forms of several colors and large windows. There are alternate materials used in the forward set entrance section for the medical office and above the entrance to the coffee shop. A schedule specifying the exterior materials and the percentage area of the materials used on each elevation and the overall building will be required with application for a building permit to verify compliance with the exterior finish requirements of the Zoning Ordinance. Building Height. The proposed building is a single story structure with a height of 20 feet to the top of the parapet surrounding the flat roof and 27 feet to the top of the tower element at the northeast corner of the building. Buildings within the B-3 District are allowed to be up to three stories or 35 feet in height. The proposed building complies with the height limits of the B-3 District. Landscaping. The submitted plans include a landscape plan, which provides for clusters of plantings along Parkview Avenue and northeast corner of the subject site. The landscaping along Parkview Avenue includes ornamental trees, shrubs, and grasses to screen the rear of the building and parking area from view of the Parkview Grand apartments to the west of the subject site. We recommend that the landscape plan be revised to provide shade trees to be planted 50 feet on -center in the yards abutting 88th Street and Parrish Avenue (CSAH 42). The sizes of proposed plantings comply with the provisions of Section 11-19-2.13 of the Zoning Ordinance. Section 5-2-3.C.2 of the City Code require installation of in -ground irrigation for the yards and planting areas within the subject site, which is indicated on the landscape plan. 3 Lot Requirements. Section 11-77-7 of the Zoning Ordinance establishes lot requirements and setbacks for the B-3 District, shown in the table below. Setbacks for parking stalls and drive aisles are established by Section 11-21-5.8 of the Zoning Ordinance. The lot and proposed site plan comply with the applicable lot requirements and setbacks. Access. The subject site abuts Parrish Avenue (CSAH 42), 88th Street, and Parkview Avenue. Parrish Avenue (CSAH 42) is designed by the Transportation Plan as a minor arterial street and no direct lot access is allowed. The site plan proposes a driveway onto 8811' Street and a driveway on to Parkview Avenue, which are both local commercial streets intended to provide access to adjacent properties. The proposed access to 88th Street is setback 85 feet from Parrish Avenue (CSAH 42) and 160 feet from Parkview Avenue in compliance with Section 11-21-6.A of the Zoning Ordinance. City staff is recommending that 88th Street between Parrish Avenue (CSAH 42) and Parkview Avenue be striped with two west bound lanes and one east bound lane. This will allow vehicles from Parrish Avenue (CSAH 42) to turn left into the site, allow vehicles continuing west on 88th Street to bypass the turning vehicles, and avoid stacking vehicles back to Parrish Avenue (CSAH 42). A striping plan for 88th Street is to be subject to approval of the City Engineer. The proposed access to Parkview Avenue is setback 170 feet from 88th Street and 20 feet from the south lot line, which complies with Section 11-21-6.A of the Zoning Ordinance Both driveways are to be 26 feet wide measured at the right-of-way line and are subject to approval of the City Engineer in accordance with Section 11-21-6.C.2 of the Zoning Ordinance. Off-street Parking. The table below calculates the number of off-street parking stalls required for the proposed uses in accordance with Section 11-21-9 of the Zoning Ordinance: Use Net Area Requirement Min. Lot Area Min. Lot Width Setbacks ROW Interior Parking ROW Interior Required 1.0ac. 200ft. 30ft. 10ft. 15ft. 5ft. Proposed 1.2ac. 200ft. 59ft. 83ft. 15ft. 5ft. Access. The subject site abuts Parrish Avenue (CSAH 42), 88th Street, and Parkview Avenue. Parrish Avenue (CSAH 42) is designed by the Transportation Plan as a minor arterial street and no direct lot access is allowed. The site plan proposes a driveway onto 8811' Street and a driveway on to Parkview Avenue, which are both local commercial streets intended to provide access to adjacent properties. The proposed access to 88th Street is setback 85 feet from Parrish Avenue (CSAH 42) and 160 feet from Parkview Avenue in compliance with Section 11-21-6.A of the Zoning Ordinance. City staff is recommending that 88th Street between Parrish Avenue (CSAH 42) and Parkview Avenue be striped with two west bound lanes and one east bound lane. This will allow vehicles from Parrish Avenue (CSAH 42) to turn left into the site, allow vehicles continuing west on 88th Street to bypass the turning vehicles, and avoid stacking vehicles back to Parrish Avenue (CSAH 42). A striping plan for 88th Street is to be subject to approval of the City Engineer. The proposed access to Parkview Avenue is setback 170 feet from 88th Street and 20 feet from the south lot line, which complies with Section 11-21-6.A of the Zoning Ordinance Both driveways are to be 26 feet wide measured at the right-of-way line and are subject to approval of the City Engineer in accordance with Section 11-21-6.C.2 of the Zoning Ordinance. Off-street Parking. The table below calculates the number of off-street parking stalls required for the proposed uses in accordance with Section 11-21-9 of the Zoning Ordinance: Use Net Area Requirement Required Stalls Medical office 3,384sf. 1 stall/200sf. 17 Coffee 1,484sf. 1 stall/50sf. 30 Total 47 The site plan illustrates 62 off-street parking stalls, which exceeds the number required for the proposed uses within the principal building. There are two disability accessible stalls at the front of the building to meet ADA standards. The off-street parking stalls are designed as nine feet wide by 18 feet in depth with a two foot overhang available in front of each stall. The 4 parking stalls are accessed via 24 foot wide drive aisles. The parking area is shown to be surfaced with asphalt and surrounded by perimeter concrete curb. The dimensions of the off- street parking area comply with Section 11-21-7 of the Zoning Ordinance. The construction specifications for the off-street parking area are to be subject to review and approval of the City Engineer. Drive Through. The coffee shop use includes a drive through facility. The service window is located on the south elevation of the proposed building. A drive through lane extends west from the service window wrapping around the proposed building to the north. The drive through lane is 12 feet in width and provides stacking space for seven vehicles behind the service window. The design of the drive through lane is adequate to ensure that its operation will not interfere with circulation within the site or cause congestion on the public streets adjacent to the subject site. Sidewalks/Trails. There are existing sidewalks on the east side of Parkview Avenue and south side of 881h Street abutting the subject site. The site plan must be revised to provide for connection from the public sidewalks on Parkview Avenue and 88th Street to the interior sidewalks surrounding the building and to the future trail on Parrish Avenue (CSAH 42). The Parks System Master Plan designates construction of a trail on the west side of Parrish Avenue (CSAH 42) from 88th Street south. The submitted plans must be revised to provide for grading of the trail and the developer will be required to escrow funds for the construction of the trail along the east line of the subject site. The City will complete the trail construction between 88th Street and 87th Street at such time as Outlot A, Parkview Retail 2nd Addition and the north commercial lot of Parrish Meadows are developed. Exterior lighting. Section 11-16-6 of the Zoning Ordinance establishes performance standards for exterior lighting. An exterior lighting plan including photometric measurements of light intensity and indicating the type, location, and height of all exterior light fixtures must be submitted with application for a building permit. All exterior light fixtures are to have a 90 degree horizontal cut-off and not cast more than 0.4 foot-candles of light at the property lines as required by Section 11-16-6.0 of the Zoning Ordinance Waste Storage. There is an enclosure for waste storage containers located at the southwest corner of the subject site. The waste storage container is setback more than 30 feet from Parkview Avenue. Plans for the construction of the enclosure must be submitted to verify compliance with Section 11-18-4.0 of the Zoning Ordinance, which requires a solid wall with minimum height of 6 feet and materials complementary of the principal building. Plans for the waste storage enclosure are to be subject to review and approval of the Zoning Administrator. Signs. Section 11-37-5.0 of the Zoning Ordinance allows the subject site one free standing sign not to exceed 100 square feet in area (each side) and 20 feet in height plus wall signs on two elevations facing public streets up to 15 percent of the wall area with individual signs not to exceed 100 square feet. k' The submitted plans indicate a freestanding sign at the northeast corner of the subject site at the Parrish Avenue (CSAH 42) and 881h Street intersection. The proposed sign is to be a monument structure that is 40 square feet in area and 7.5 feet in height and complies with the allowances established by the Zoning Ordinance. The sign is shown to be setback a minimum of 10 feet from property lines as required by Section 11-37-3.6 of the Zoning Ordinance. The building elevation plans show one wall sign for the medical office and two wall signs for the coffee shop on the east elevation facing Parrish Avenue (CSAH 42), one sign on the north elevation for the medical office facing 881h Street, and one sign on the south elevation for the coffee shop. The sign on the south elevation does not face a public street and is not allowed by the Zoning Ordinance. The wall signs are all within the 100 square feet allowed for individual signs. There will be a menu board and pre -order menu board for the drive through, two directional signs at the access to 88th Street, a direction sign at the access to Parkview Avenue, and additional directional signs for the coffee shop drive through. The Zoning Ordinance allows the additional directional signs provided they are limited to not more than 4 square feet in area. The additional signage affixed to the drive through complies with this standard. Additional information must be submitted regarding the area and height of the menu board signs and the directional signage at the site driveways to verify compliance with the Zoning Ordinance. A sign permit must be applied for by the sign contractor and approved by the Zoning Administrator prior to installation of signs upon the property. Grading. Plans for grading, erosion control, and storm water management have been submitted for the subject site. Stormwater is to be discharged to a regional storm basin to the south of the subject site within Outlot A, Parkview Retail 21d Addition. All grading, drainage, and erosion control plans are subject to review and approval of the City Engineer. Utilities. City sewer and water utilities have been extended to the subject site within the abutting public right-of-way. Connection of the proposed building to City utilities is to be subject to review and approval of the City Engineer. The developer will pay a Utility Connection Charge with the application for building permit for access to sewer and water utilities based on the tenant areas of the building and proposed uses. Performance Agreement. Section 11-9-7 of the Zoning Ordinance requires that the developer execute a Site Improvement Performance Agreement (SIPA) with the City to provide for construction of the project, completion of any public improvements, establishment of required securities, and payment of applicable fees. The City Attorney will draft a SIPA related to the proposed development, which is to be approved by resolution of the City Council, executed by the developer, and recorded with the property. 6 RECOMMENDATION The proposed development of Otsego Dental and Dunkin coffee shop is consistent with the land uses guided by the 2012 Comprehensive Plan and complies with the requirements of the Zoning Ordinance. Our office recommends approval of the site and building plans and conditional use permit as set forth below. POSSIBLE ACTIONS A. Motion to recommend approval of site and building plans and a conditional use permit for Lot 1, Block 1, Parkview Retail 2nd Addition, subject to the following conditions: 1. A schedule specifying the exterior materials and the percentage area of the materials used on each elevation and the overall building shall be submitted to verify compliance with the requirements of Section 11-17-4.D.1 of the Zoning Ordinance. 2. The landscape plan shall be revised to provide shade trees to be planted 50 feet on -center in the yards abutting 88th Street and Parrish Avenue (CSAH 42), subject to review and approval of the Zoning Administrator. 3. The developer shall provide for striping of 881h Street between Parrish Avenue (CSAH 42) and Parkview Avenue with two west bound lanes and one east bound lane, subject to approval of the City Engineer. 4. The proposed accesses to Parkview Avenue and 881h Street and construction specifications for off-street parking areas shall be subject to review and approval of the City Engineer, 5. The submitted plans shall be revised to provide for construction of a trail from 88th Street to the south lot line along Parrish Avenue (CSAH 42); the developer shall grade for trail and escrow funds for the future construction; the plans for construction of the trail and amount of the cash escrow shall be subject to review and approval of the City Engineer. 6. An exterior lighting plan including photometric measurements of light intensity and indicating the type, location, and height of all exterior light fixtures shall be submitted and is subject to review and approval of the Zoning Administrator. 7. Plans for the construction of the waste storage enclosure shall be submitted and are subject to review and approval of the Zoning Administrator for compliance with Section 11-18-4.0 of the Zoning Ordinance. 7 8. All signs shall comply with Section 37 of the Zoning Ordinance and require approval of a sign permit by the Zoning Administrator prior to placement upon the property. 9. All grading, drainage, and erosion control plans are subject to review and approval of the City Engineer. 10. All utility plans are subject to review and approval of the City Engineer. 11. The developer shall enter into a Site Improvement Performance Agreement (SIPA) as drafted by the City Attorney and subject to approval of the City Council. B. 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. C. Motion to table. Adam Flaherty, City Administrator/Finance Director Audra Etzel, City Clerk Ron Wagner, City Engineer David Kendall, City Attorney Site Location Map V 18093—' 1,1 8093001 01 0 11.8038001'040 L 4z 39 '1,18341001(01,0) sm 111 1, 8 ui Lu I Lu .1,1850022-1- .,2 T Z LS f .1182390P F z 7 1;1-5239 "F tl= 100221301 ;ui 11,18252002010,91, Overview Legend Roads — CSAHCL — CTYCL — MUNICL — PRIVATECL — TWPCL Highways Interstate State Hwy US Hwy Cityfrownship Limits C ❑t 011 Parcels Torrens (@ 1S FLOOR GENERAL DIMENSION PLAN NOTES N.>anr. a ,mmw+nec _u.eNwmrtm,wn.J.wuHum o. EONOf)C•ln�i,�WtY51 UCW,T[Nquq,aNz,d ul �J e0 MargareNa L. Terry ArUdlou W YYMG_ C WMG SHELL BUILDING OTSFGO,UN h4,tt lfumLWr assn o�nn ey nwwr LN1eEM G,W,. O,v IC JUM M2f P,veam WALL TYPE LEGEND a.am..rwuoun aJ� w� a,�a.00n V.Cu T,LiNwul laurtt (..Mi�4WT1N W,If 0d.. _ swu�v unurna n.nsa a..•�u urorsw'wunuo. DIMENSION FLOOR PLAN ?? o A1.1 _ saexsn�,�.e EAST ELEVATION Ml ti SeY Margaretta L. 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C 8NJ TC rrw me Ltt NUNrroxwapawnTarrPic comas NCRTN aNcamm POtYWiYLCHLOaIDE RNIWG EIOPEl3oVM LNdiMYL[NL0. BICEWAtI( TOP WCU141 ttPIGLL uN ,..w NOTeoomcave3e -TE �wn:a4uwttvaw+e vrTeasuaruce EiEvnmN YKrea 5,409 SQUARE FOOT - SINGLE STORY DENTAL OFFICE OTSEGO DENTAL OFFICE & RESTAURANT SW CORNER OF 88TH ST. AND PARRISH AVE. OTSEGO, MN 55330 PART OF PARCEL 118341000020 VICINITY MAP DESIGN CONTACTS SURVEYOR: NORTHWESTERN SURVEYING AND ENGINEERING INC. 20980 ROGERS DR. ROGERS, MN, 55374 CONTACT: KALEB J KADELBACH PHONE: 763-515-6040 CIVIL ENGINEER: TARR GROUP, LLC 8650 E STATE RD 32 ZIONSVILLE, IN 46077 CONTACT: DYLAN TARR PE PHONE: 317-572.8277 EMAIL: DYLAN@TARR-GROUP.COM LANDSCAPE ARCHITECT: TIM HUBER, PLA PHONE: 502-6483803 EMAIL: TIM@TARR-GROUP.COM DEVELOPER: WMG DEVELOPMENT, LLC. 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Ra 0 z Z Q 0 co J 11.1 Z LL'F-F� E tf 1Z f0 > U a m LL _jpU I�Q= QLU= HaTcc W It �' 0 LU wF_ W CD 0 F O NOTESSHEET CO.2 w r��. norrm imp ,mi 'nr•. 1100OM�•• 11 LECENC of SYMUCU MATIONS ` P ers 6 -Arra PROJECT REVISION RECORD FLOOD _U11Lrry NOTES UNDERGROUND UnU11ES EOPXEn SYAIG DNE CALL 2 � i�UNC DAYS mo x.aAn�w�°mr�c.. SCALE : 1" - 40' MISCELLANEOUS NOTES. .r. nm.. rmr .. wc+rtr Un.er+,4 nJ a aua ✓ro -u iivm�iw�a � ror oas�o won�rn.ca�im.n�swRc��. �� r{� e.�Ainrc�au.a.A+ rc. rs :rAin -.rnaw wr .,An a. oma. �� m� a M .m su�i rimrt rs wr wr nmdi a weowc i'wScaeGrr :Yl msrnvnw7z= ar, Mmnr. rm n x.ax�rry r� �ryvr""°rimnr mm a �.w`"`: A L"i.rcy`e� xur a crvcv .wrwrc tt�� x¢ � Xsls).r.ar u-ewn rm.crn .r fir, on ALIA SP -S --W4 Q -- TITLE - RM Otsego Dental Office xwseP.q..e xa xw N.el d PaxaNAr.. NE OA6CD UION irile COMM,iMENi XO. i0Ali a, nmeunrunoNac nnewsuNarce conPAxi eFAN,xOAx efFCcnVLMn'OFOeC of,imlC erooAx. . n— ..,.... r.A.y m Aw...--I. fir atyNsr ,,� nXA. X�w%A."�eOssnm m,. sw SURVEVIWG GIWEERIWG, INC. I LEGEND �eatvn�or+ ncloi_ wnnm.rnx mrM�MO. SEE ADDITIONAL NOTES ON SHEET C0.2 CONSTRUCTION SCHEDULE �© - ALMORA LOAM, D TO 2 PERCENT SLOPES - MOSFORD SANDY LOAM, 0 TO 2 PERCENT SLOPES L\ z z o OJ J W z z w W H Z. 0-- u- Ow QW=C9 FOM= WOw� 0 (D ui w o F O a�rowu owewm mvtm� V/ EROSION dSED IMENT CONTROL PLAN =p«� - C1.2 SAMAR a . •��I SEWER M • • TH STREET N. E. .30-FOOr RIGHT OF • I' / • • I�1 l � i RIM 867.j. . I �•L "Et ww SEE ADDITIONAL NOTES ON SHEET C0.2 CONSTRUCTION SCHEDULE �© - ALMORA LOAM, D TO 2 PERCENT SLOPES - MOSFORD SANDY LOAM, 0 TO 2 PERCENT SLOPES L\ z z o OJ J W z z w W H Z. 0-- u- Ow QW=C9 FOM= WOw� 0 (D ui w o F O a�rowu owewm mvtm� V/ EROSION dSED IMENT CONTROL PLAN =p«� - C1.2 �R Z • I 1 I I "SNOW FENCE cRDJc.:— • UXTPPNCIffRP.e. diCNVINCM ropRAtsWxICDTRENeN NCNC CRM DNC NM1m OP LeAmErol AND eaawlu vBtN eAND Ano ucHnr earmAer. 2 GPGBTItC AT IMPP1VALs -MEW TO MNNTNNALLFENCIND OwfOF GRIP LINE CRAE OtI04M1 P' CNCV¢ERO[TSTANL' HCCRPAT[RTW W BF[Ei M.ICENfERAEMR IS NOTTO BE LI1EDfOR SrAPE'j. > MAWLNNPCNCLMPPPAIPINCA`OPORPEPUpNODNMCEDF£tKE DO NOT REMwE FENC W C PPIOP l0 UNDeCAPING OPEPAnOl.9. l WNCTETORE ORITACKMATEPoNS.CdRPM[M.ORV[Mplr NRNINP[NC[➢PPPA 0. rtNce sNALLe[DRAHoc NrxL-.ImwF[NcerwcN Lawlnw.L e. ALLROOTE I.OIPMCIERAIOUACERrToOU tEPFDBEYONBWRICOFTRLCPRDTECTON FEAOE RNLL BE GEN! 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PAINTED ACCESSIBLE SYMBOL seenoNAA A0GPC0Are0A]e 9 ACCESSIBLE PARKING LAYOUT FOR PAVEMENTACCESSIBLE PARKING SIGN 12 DUMPSTER PAD W/SCREENING N T.E. C 5 A 1. PRL BAp—CroOPSIM POR IOol W VEP NO PaC1RWECf PG CON—T—L yyR��PO�'�1°1R HP TOUE. PUN BNECWEa FNORJ[lA IILDNLR —N. —NT �—x<'—� •• IP EO�� •u �� HRRfeG MEQ LOF/.Ri P ENWUNRPED. CNAWEA 20ENRtmNoo-D. MPN CttfTPCT 6TRUCMUL AptOPBI CONG+eTE NRNEIIt�f WOEOR P •• •. • •' �. ,.. •. •. '' PAYFIAEff NO j�WWWyyyAAAVVi��AAAANNNtltltl '. . + '�'p[P LOLL OPRNYNCe RlOUREe OFepN ACHCRROLIe PCA 4 PORHCHlPIYRp1 BPlm. MANVFAONRCL FINRNFD `PAAwNO LOT � ��!"�' p� °°O YOteeinaR[twR wP.n, ° uMPIAN A� ). RlRMLRJCESAPl NOT RCCONYAFNDATpNS OMOF / PM. Ok Ei%IPPB',FInEAEEAPMctDlA1 MPMPvMPWO0 .Se] lAIAECPHYE"E lec �[ IIr^�.vAF.�..-e�I1 \\\ A R•a14 00ANONORDOMOUC 0 D°O°LOoNUHOp°NNRR cwlL,CMfRI0.A�n oPUaI1OLLI1CRNImYiVPouOTOo Y�eNcPRr A 11T-lOeI1PEPTPB.AOALNO5ERntn mMAeLENWROMT RCl.POPfA..N eCmAoOTaYeHcTD0eREURDC0.09TDHgC ONcRIPUCoU o°0 � cWLR,ROS ... 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ELEVATION OR PAEEWAY J Q 2 6 a 6 N ,D/10 WWN x•S a.� OF TRAVELE01 5' _ORMAD Q W = U f'� J rvLM YD:P Of PUIPCMIMAP RRMP ROADWAY 1 7• — r Q X PLTN ':ICn Of OIICONAI RAMP �• a nw a•,s+u ByyEn�.J�DETER.— ULf,H Of —CRETE SHALL Ly. �\ SHOULDER { `/\ ,\ W (,7 B[ OCi[ D OUT Y TYPE Df \ w �9 CURB CUTTER •• , ' - SMOULDER Q O CLLU SECTION AA"P TI 1-,- - _•,�� DOUC SCRIUI P.w?* OR CARE Of CURB LL F ,v. � DON[ sP.clxc"'a Q wXYHAL.NE WTf ovl,NRln RMN°xi A L I �.v� •� a w m�.n.> J m I .eP. wE•r..1.....1, 'EICYAtlP40fi PAW• i R AS DIRECTED orvm[B - BY ENCINEEER wOHWAx � ti Npi�S, a�u m. �� . •mxv s am ,u,n o- onw..H. A �J —CRM cu.B _ A. DUilCl1 ,T nnw ,n r�a,Nu •w, r Nw.A warxr,-_a• arc. een.u,uP u1 uwm n 7• —No mow 9r ,•P,••_••rvR•••••+YPu�..a.....n..am�PR...P.,� .`�. /.�� .••,.. 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TO a- THE OPCRATIxG NUT TO BC V (ROY ixE —l— Z ALL B[lOw G110uN. NUTS..OLTS. ANO .—No SwLL at COM -RUC OR JIB 1TPn1[51 ST[Cl. TYPICAL RESILIENT WEDGE VALVE k BO% INSTALLATION 70" &UNDER WATERNAIN No scA c {'S ° STANDARD LATE NO. FDRD SERIES A LID MER FINISHED GRADE (BITUNINDUS) CLAss s CURB STOP COVER FOR pRIVEWAY INSTALLATION NO SG .0 STANDARD PLATE NO. S 207 PIPES TEEar PLUG MM. SVfSPL11Gs IM BPND(JS BENDI ILe1PIBRNDI AND 1116 LLEND 1333.1 6• O.IS WYe, .11 COTe. OAS C- 0,27 core, O.SB — DDB CW4 10^ 0.13 C.Ye. C.N CRY. 0.14 CWM u• — Cxra. D.n cum. 11,21- ¢1cwa.Das 0053cwa 1.n cure. Ds e.r.. W TIM Cwa. 33B Wm. Das WYp x.^ 1.L Wm. sn Wra 1.sa Wra. 1. ICI ITDINGS IN.— IN ...-E W11N MLYCTHYLLRE INBWLDIkG PAPER PRWR TO U11.1 L CONCRETE 11-10 5— BE POURCO A.AWST nRNA UNDYSTL... GRWND. 1 co— SNALL — TNC RCOWRCNEM3 i. E B ETNIMM IN CONRORNANU WITH U,I1W Let. ~ IItESSTRKIn 6M•LL .1 TIC i .1. Oi ..TR.o WRM AIPNALTIC TYPE R-1100FING. WATERIAAIN CONCRETE BLOCKING QUANITIES 15."° STANDAZDOZPLATE NO. I� I I4 x R SIQL MR 'J tI•u VC An PAUDR .I,UC lOP aCCTIo IAL A5 VA ROYLLV19 NCmSARY h W52C YMIML[ f. YRVE[ 11XC w f%[XYNIx c.P, t.cK IAIL1 IATTC Wt[RNPM� � .U...I— BLOCK YIX .• iIR �T �RmWDOx LINES Cf 3' .R LC33 SWLL at WET TAPPED. SAODTCS SWLL RC u5C0 fOR ALL COxMC<iWNS TO B• —all OR SUAUCR WA.,-,., m 11 A WIO4 LINOS pN CRIGER NTEEIAND A GTC' SHIM NILETYLLVGTOIIX N[ ARUIREO'RA—ION SCWICCN;3uSULLl[R THAN .• —CTR KPO A CORATIN Cl 111CCC C RYIRED 312[ S LL K Na TAMED WTO 1x11 PIPE OR 11 A GP IT lNE RO 11 THE ME, w"m xnR SNALL .0 ..Paco AT CRY — (9 •LL 1CRYICC u SNALL BE COPPR TO — YTOP. SJ A ABOVE ONOUND [OUVx[al IN- BE ENCLOSED BY A ." L . O.NER APPRCACD SIRUCNRC ANC, 1NALL It M AND N.UNr[0 01 A CONCRETE P•D. - IRRIGATION SERVICE DETAIL l.:jj • STANDARD 210PTE N0. PRQL N0: I00e. CML DETAU C5.3 X U 1 uane�mP I R` D R SLLCYC xOiCi: TYPICAL WATER TIGHT SEALS R[STRARDNG HOOP STANDARDPLATE NO. D a. 301 INTEPNAL MANHOLE JOINT SEAL ALL SCALES SHALL K Ix5 _. KR NAN:G IURIS aNtlflt•fX)HS. tu. PRIOR TO NPLAURNDw BROM iaxr R[STRARDNG HOOP C[NrzNCD PL[•i[p RYBSCR Sf�.' a. [TAUr •SrzCIS,CEL .INTI -SHIELD WERNAI. CATORWRAP) NDiFS 1. CPOY RCCRIC RUORU SL[M - SD H1Ls IMKR 1. NDx-wwocxlxe Rum uA.'rlc ADNC1Yt - SO Y1L' MKF -'�1 hx. ccxicgcD a' wN. TON wnR OYCRW MANHOLE JO•,INT SEAL STANDARD PLATE N0. 311 a„P D,�Ni �i1I Mnx Dx x.xP vw,ur NwP � v.wC MxR wlPx u .Y,x Rx .NL rlA°R P.LAD R. „ 13 mxrArns aeaw wYIMi Arr.) .A ...., ..int .•h DEEP SA�NCIT�ARY MAIN Pu .uXR DEEP %AT£NN TI N STANDARD PLATE N0. 303 LA 5[CPI W LARotSi O4NtT[R MIL ` 1: OROUT R}D tLOK TOWARD PIK IIK •S LMOWM RY •BROWS SEL'nON A -A DDvcn slu M4YL < L TING (stt SHALL DC IU YNDOT CB SCNCDULC) wx0 w M :r CCCCNilI10 DICNIND P[RU510 iNrz (Nt. Li •]DUMYu PSTANCC rROY N4 TD a ntr r. xr. StM ,S` D.C.— WNNOLC 10 RC CONSTRULiCD Of NRWCD STM It. PR[CASi CONU[lC SLCnO'I SI[[L RUNrORCRK SXALL D[ PLR w+/DD* SIANO•RD •srY u>R. w•rzgncNr It—Purz •ISD SKULL B[ KR ASri ag3G A IR[CAs oR CAST-1N-ItAc[ SGL PIPC. R SCCIIOM NRX oRWT OLC -T SI4LL Rt -c TO _Ml SYOOTN fLOw - I.a, TO un.. uAnNuu nu NCIDICr ,s rt. SLAB -TOP MANHOLE (Sj s[wu7 xo sc.lt �SrtO STANDARD PLATE NO. 7 400 xD,r, Pviam caner Y a a oriu nw�P °rv[� i� xNNi J N. u.x,P x xN rleN ,w .,wIP ,Nx,R INSULATION FOR WATER & SANITARY SEWERPIPE &SERVICES ND suLL C _i 1Se O STANDAR 3D4LATE N0J_ u v: PIK urnox or L -3T DAMUCR PIK ` Ilk 1 oDwARo %wi vwwn sEcnDN A -A ROwS muc < esnNc (uc N t G SCM[WLL). PCR�STD M.LII"ilii u D.TANCC fROY RIY R rztt[� � TO MR51 STV 4 la•. 1'105 AS I[R YN/D01 Yqt a• KE aR .., - uArcirw�ic c�Ncgnc WNMPI PIPIII! SMALL RC I[R vN00r .011. SLOKD i0 MOY10[ SYOOM rIOW UWI INL[i to OUTLCT STORM SEWER STANDARD MANHOLE L 1, "'• °' STANDARD PLATE NO. aD, F - Z H J W Z DSS W 03 } Ra LL -1mo OU sW>Q= F -Q LLI❑2- L7 K W U 0 C) w W f- O CML DETAILS C5.4 i O X U M Pau VSE me scrnW or uRcc:r oI+4Ru me ` :Y I: 1 I � ' cRour BORou TO sLort IOWUD PIPE n sNoxx SECTION ♦-A � ARROWs or NC[r4N 3OaT OR EWrvAI[NT WOM AWYSTN INNS( OI R M —`C TCR STO PUEt L+1. .HE . e [R SUB ,- uR/DOT .on 4 W EP—CC At rG P [GST ADYCMS AS F- RNu To YH/Dor srAxWRD Riauco Ix I Poor nBsr srzf N z+'. ' rurz aso wuLnPac �Ie^ oc rRcus Lawu SEEM." _ A SEAL ME A YMIWY 36" HIO. IIARNRIVY WON cIN011i b" WDM Y°/WT PIAT[ .00SI L"M SCEMON L YIN. B' PR[pA51 OR YANNRAL NKKR[rz O C BAT[ NOTE DVCR SCALL DC unnR' SLOPED TO PRGWOC SUCOFR YAXIWI[ Srz[L RCINPoRCMG , MW mw INLET 10 WM. C SHALL tC P[P ASTw Wra (TEC saEMON A -A) STANDARD STORM MANHOLE - CATCH BASIN MINILIUM COVER PLOW LINE - TO TOP OF PIPE - 2 FEET NO SCALE ,{\ 01.5. ° STANDARD PLATE NO. V fi 406 ff TOWjgpWPI:CY�DSS SLOPE BY ARROYra A \ A / PK rov vICA�SIMO NCCIAM 3067 OR YAL EONRENT WIfN OL DR W WATC . Sunac Mxc(s7 ICR tip nnC V1♦ MALL IO BC PRECAST �^[rnon oR coNUET[ 1 scWu DINCN SE `.,� PMCAST OP[NINES It01R AS REWIRED GBDIIf ONOI. AB _ sxowx .tovc 3'-s' x +'-t• nECI&GULs SECTION A -A NDTCS: I. Co WE BASE SHALL BC B• POURED M PUCE OR S' PPC— sue. [. YANNOL[ STEN R[WrORCRN SPALL M I[4 ASIY 2' x 3' CATCH BASIN STANDAR41 PLATE N0. t_ 1 1 o� rn-n or � V I cRour torTo. Ta uor[ TOWARD nrt As sxDWYI SECTION A -A � AIIROWB L4' P[RTORAT[D IIP[ LON—FINAL P.N SET T0. BCIOWDR[ si0AH4.tu s[Tru) NRB IDP�IEYt 1-�"�,J I� SC IIOYCO wtDRAOC COARESE r4T[R AOORCWrz /DOT SPCC. 31.8 + .Cl. III[ PARR[ uXC/DDT orECO5A5[uILLttRE AOCR[CAR 510[5 50110 .' DIA rcRrO"A' �. NOTFS: IE ux/OorTIP u ss' aur or CA—CA— w— w— L"Auxin torr..oY h 3z.s of nrt) 2. YINIYVY SLOIC Or rCRr—I, n1[ SHALL K 1R, STANDAR4121ATE NO. TAPO PPC AS SHOWN . A.Raus. A / rNrc TOP VIEW —CONCRR[ —.'PER .Noor n.TC No..us A mm AS ER NSWt PIPE I0R uARRIAlS AND CC.SMUCTIM W0� L¢IMODI. S[C NN/DON run ND. VOOx. cEAC So.. DLTANLS Or V0.1 Dp A. APRT. SNAIL [ 'ER AS14 c— SECTON A -A 27" PRECAST CATCH BASIN YARD INLET n0 SWl[ �5°�PtyR STANDARDPLATENO. k,) ON PoLYPBOR'LLN[ PIPE (PP) ALLOWED M VCNICLC TR.LRIC AINLAS. CORRLWTLD PM.r —C (Cl) OR NNS. EC.- P0.CTNYIENC (NDPQ ONLY ALLOWED I. OB[EN ANUS. IVC RCEEPA. S- IE PNC ADOp C BCOMNo PER YNa0i ""'I Of SELECT IRAN— YArzMAL rcR uNDET 31.1A.x PNmaD pxouNo o�F 1w �e PVC t[DMNO • ..x.4iNEN �...: ADT WrAcr er A.r De' °Nfz°E °IANo[R EASES PINIOR TD PIPE LOtlSAttCTa 1. PIPE DIAUCICR N 43' TDR 37— SC.I. AND CULVLRTS. Z uA%IUVY CYBA -CNT —11CLL SRC WRNIN x R. CA —C PIPE R 1% 3. PUS- PIP[ IS NOT ALLOWED WRHIN THE WATER TARLG DO NDT PCRPORY .IF I.STAW I —EOUENT COUPACTroN. OR DECUCFON T[STMO M SACK U. WATER. A. CA N SHE SHALL [ COUPACTCD 12' AE AND SIUVLTE WENLT IN C YRS W LIEN SNC Of TN[ PIPL IS i0 12' IRED iN[ PVC WEN Of Pot. SED DULECLroN rz5T 6 R[OVIR[0 PDR ACCUTANcc E W[. U0.1— .ILL . C UNOCN S.. COV[P IRON .AWCC —1. MGYY PLASTIC PIPE COVER AND BEDDING REQUIREMENTS FOR STORMSTORM DRAINS AND CULVERTSAND CULVERTS ND SEA. -y yYisiT°iTrL STANDARD 415PLATE N0. D 1 CLY7V I._. Z Q D y w J W Z F- I a�$ z to LLJ W C) co LL W Z F Q w F 0 V) o W>�> 3 d W w F - (n O O CML DETAILS C5.5 CENCBRC —At PCB N[[WN P-U.x / goor PIAT[ H0. +145 �STP10 -At— TICAL COKR SW fYIL TC Y°/Doi'Co. tT ANR 5• TME. IN. M 11- SI[I IS x.'. �x%Dor sT�imABB MTC .180 ]STEPS 1f WE. A TEAL PP[ A WITH caouT NDII$AMNOLC u1 Wo1L sR[L BnxraRcwc INKRI SNALL BC =PCB TO PROVIDE SUOOM FU- fROu MLLT TO OUTIU SNALL B[ !CP ASfY C.r6 STANDARD STORM MANHOLE No SCALE -YARD INLET ff STANDARD PLATE NO. 40B L4' P[RTORAT[D IIP[ LON—FINAL P.N SET T0. BCIOWDR[ si0AH4.tu s[Tru) NRB IDP�IEYt 1-�"�,J I� SC IIOYCO wtDRAOC COARESE r4T[R AOORCWrz /DOT SPCC. 31.8 + .Cl. III[ PARR[ uXC/DDT orECO5A5[uILLttRE AOCR[CAR 510[5 50110 .' DIA rcRrO"A' �. NOTFS: IE ux/OorTIP u ss' aur or CA—CA— w— w— L"Auxin torr..oY h 3z.s of nrt) 2. YINIYVY SLOIC Or rCRr—I, n1[ SHALL K 1R, STANDAR4121ATE NO. TAPO PPC AS SHOWN . A.Raus. A / rNrc TOP VIEW —CONCRR[ —.'PER .Noor n.TC No..us A mm AS ER NSWt PIPE I0R uARRIAlS AND CC.SMUCTIM W0� L¢IMODI. S[C NN/DON run ND. VOOx. cEAC So.. DLTANLS Or V0.1 Dp A. APRT. SNAIL [ 'ER AS14 c— SECTON A -A 27" PRECAST CATCH BASIN YARD INLET n0 SWl[ �5°�PtyR STANDARDPLATENO. k,) ON PoLYPBOR'LLN[ PIPE (PP) ALLOWED M VCNICLC TR.LRIC AINLAS. CORRLWTLD PM.r —C (Cl) OR NNS. EC.- P0.CTNYIENC (NDPQ ONLY ALLOWED I. OB[EN ANUS. IVC RCEEPA. S- IE PNC ADOp C BCOMNo PER YNa0i ""'I Of SELECT IRAN— YArzMAL rcR uNDET 31.1A.x PNmaD pxouNo o�F 1w �e PVC t[DMNO • ..x.4iNEN �...: ADT WrAcr er A.r De' °Nfz°E °IANo[R EASES PINIOR TD PIPE LOtlSAttCTa 1. PIPE DIAUCICR N 43' TDR 37— SC.I. AND CULVLRTS. Z uA%IUVY CYBA -CNT —11CLL SRC WRNIN x R. CA —C PIPE R 1% 3. PUS- PIP[ IS NOT ALLOWED WRHIN THE WATER TARLG DO NDT PCRPORY .IF I.STAW I —EOUENT COUPACTroN. OR DECUCFON T[STMO M SACK U. WATER. A. CA N SHE SHALL [ COUPACTCD 12' AE AND SIUVLTE WENLT IN C YRS W LIEN SNC Of TN[ PIPL IS i0 12' IRED iN[ PVC WEN Of Pot. SED DULECLroN rz5T 6 R[OVIR[0 PDR ACCUTANcc E W[. U0.1— .ILL . C UNOCN S.. COV[P IRON .AWCC —1. MGYY PLASTIC PIPE COVER AND BEDDING REQUIREMENTS FOR STORMSTORM DRAINS AND CULVERTSAND CULVERTS ND SEA. -y yYisiT°iTrL STANDARD 415PLATE N0. D 1 CLY7V I._. Z Q D y w J W Z F- I a�$ z to LLJ W C) co LL W Z F Q w F 0 V) o W>�> 3 d W w F - (n O O CML DETAILS C5.5 rYPICLL .1. M 51 71� .. .... MANHOLE OR WC. 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[[[yxy�'u+•eia umy rrnry �� Mlnrt:OMGEHNLe[ �� SHRUB PLANTING DETAIL NM Z TREE PLANTING rRe��•� `3 EDGING DETAILS ora 4 TREE PLANTING ON SLOPE 1 wx.q c. n N Lml me plan. epwlualxn, a rEpmwaa pwuREp rro qru IrrM UwnN IaMW poq Ncliun wen dx MM rims Bm.Nr, 1-- z Z � a 0 (nJWZ W J W Z Z F a'S zt0} W F - LLL 0 a 0 L��U O W Z F Q QW2C7 W I ❑ ¢ O 0LU uj to O H O vlt wxe evwimt MOANv.: poiN UWDSCAPE NOTES 6 DETAILS L5.1 Review No. 1 Hakanson Anderson ENGINEERING REVIEW Residential Subdivision for the City of Otsego by Hakanson Anderson Submitted to: Honorable Mayor and City Council cc: Adam Flaherty, City Administrator/Finance Director Audra Etzel, City Clerk Dan Licht, City Planner Dave Kendall, City Attorney Brian Schrock, WMG Development, LLC Dylan Tarr, Tarr Group, LLC Reviewed by: Ronald J. Wagner, P.E. Brent M. Larson, P.E. Date: June 18, 2021 Proposed Development: Parkview Retail 2nd Addition Lot 1, Block 1 (Otsego Dental Office and Restaurant) Street Location A portion of the NW 1/4 of the NE 1/4 of Section 22, T121, R23. of Property: West of Parkview Avenue and South of 88th Street. Applicant: Brian Schrock Developer: WMG Development, LLC PO Box 768 Effingham, IL 62401 Owners of Record: Parkview Partners, LLC PO Box 128 Sauk Rapids, MN 56379 Purpose: Lot 1, Block 1 - Parkview Retail 2nd Addition a proposed commercial development on 1.19 acres 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 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 2 1 P a g e INFORMATION AVAILABLE Construction and Grading Plans for Otsego Dental Office and Restaurant, dated 5/28/2021, by Tarr Group, LLC Additional Information Final Plat for Parkview Retail 2nd Addition, 5/17/2021, by Westwood Professional Services, Inc. Hydrology Calculations for Parkview Retail 2nd Addition, dated 5/25/2021, by Westwood Professional Services, Inc. Preliminary Plans for Parkview Retail Development, dated 7/15/19, by Westwood Professional Services, Inc. Minnesota Rules, Chapter 4410 — EAW Requirement City of Otsego Engineering Manual City of Otsego Zoning and Subdivision Ordinances National Wetland Inventory Map 3 1 P a g e FINAL PLAT 1. Final plat that included Lot 1, Block 1 was previously approved. An additional 20' wide (minimum) easement centered on the watermain pipe (to the hydrants) shall be provided now that the watermain and hydrants will be installed. CONSTRUCTION PLANS (CIVIL PLANS ONLY) Title Sheet 2. No plans submitted yet Notes Sheet The benchmark datum is listed as 1988 NAVD. All utilities and streets surrounding the site were built and as -built plans are based on 1929 NGVD datum. An equation relating the two datums in the area shall be provided. It shall be verified that the planned and proposed elevations have taken this into account. ALTA/Existing Conditions 4. The ALTA shall be signed. 5. The size of watermain pipe along Parkview Avenue and 88th Street (10" DIP) as well as the water (8" DIP) and sanitary service (8" PVC SDR 26) pipe to the lot shall be labeled as well as the storm sewer stubbed to the lot to the south from CSAH 42 (24" RCP). 6. The existing water, sanitary sewer and storm sewer along 88th Street. Label pipe types and sizes shall be shown. Erosion Control Plan 7. The drainage divide line shall be removed. The concrete washout location shall be shown/called out in the plan. 9. The existing and proposed contour line types shall be revised. It is unclear which is which. Site Layout Plan 10. 88th Street shall be restriped to provide two westbound lanes and one east bound lane from CSAH 42 to just west of the driveway entrance. The striping plans shall be provided. 11. Concrete valley gutter will be required at both driveway entrances. The both entrances are at or near high/low points in the intersecting street and result in very flat slopes. See grading plan comments for additional comments. 4 1 P a g e 12. The bituminous trail along CSAH 42 shall be construction with this development from 88th Street to the south property line of Lot 1, Block 1. 13. The existing concrete driveway apron along CSAH 42 shall be removed at this time. 14. The cross -walk striping along 88th Street and Parkview Avenue shall be parallel 12" Solid White paint. A stop bar would not typically be required in these locations with the cross- walk painted unless the required stop location differs from the cross -walk location. 15. Removal of the existing curb and gutter at both entrances shall be completed by saw cutting the concrete curb and well as the bituminous in front of the curb to make a clean joint. The patch shall be completed in two layers with the top layer being staggered from the bottom. (see sketch) 16. Parrish Avenue is misspelled (all sheets). Utility Plan 17. Label the existing sanitary and water service stubs. 18. Hydrant coverage for the lot is insufficient (max spacing 300'). An additional hydrant(s) will be required. A 20' wide minimum utility easement shall be centered over the watermain pipe including the hydrant(s). A profile for this waterline to the hydrant will be required as part of the plans. 19. It is unclear if the underground telephone line will remain in place. As it is still shown in the utility plan it appears there will be conflicts. 20. The location of the irrigation service/box shall be shown. 21. Label the downstream storm sewer pipe size and grade. Grading and Erosion Control Plan 22. Whose existing storm sewer along 88' Street and Parkview Avenue. 23. Provide street grades for existing streets (88th Street and Parkview Avenue). 24. Please provide drainage arrows through out the parking lot as well as long the curb. The drainage at both driveway entrances to the public streets does not appear to work. The north driveway entrance will likely need to drain into the parking lot and directed towards the catch basins as this entrance is at a high point and completely flat. 25. The elevation at the south tie-in point to the existing curb does not agree with the elevation of the catch basin a few feet away. Verify and revise. 26. The proposed contours shall be labeled with elevations, a few contours are missing labels. 5 1 P a g e Drainage Plan 27. The Drainage Legend called out HDPE pipe but none is shown in the plans. 28. Provide drainage direction arrows on the storm pipe. 29. Provide top of water and sanitary sewer pipe elevations and bottom of storm sewer pipe elevations at the pipe crossings. Storm sewer shall have a minimum of 24" of separation or insultation will be required. 30. It appears that there are curb cuts shown (detail C5.2 #3) at the back of each catch basin. It is unclear why this would be needed. 31. Label the downstream storm sewer pipe size and grade Details 32. Sheet C5.2 detail 42 is incomplete. 33. Sheet C5.2 detail 7036F is outdated and no longer ADA compliant. Include newest MnDOT Standard Plates for ADA ramps. SURFACE WATER MANAGEMENT 34. The overall site storm water runoff is be directed to a storm basin to the south in Outlot A of Parkview Retail 2nd Addition. This storm basin shall be constructed prior to completion of the Dental Office and Restaurant lot. 35. Provide storm sewer design calculations for the internal storm sewer pipe. WETLANDS 36. N/A. OTHER CONSIDERATIONS 37. No comments. SUMMARY AND/OR RECOMMENDATION We recommend approval contingent upon the above comments being addressed. 6 1 P a g e P 0tCITYF o MINNESOTA CDP APPLICANT: WMG Development, LLC 2 Jul 21 FINDINGS & DECISION CONDITIONAL USE PERMIT APPLICATION: Request for a conditional use permit to allow a convenience food restaurant with drive through. CITY COUNCIL MEETING: 12 July 2021 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 2nd Addition, City of Otsego, County of Wright, State of Minnesota. B. The property lies within the East Sewer District and is guided commerical land uses by the 2012 Otsego Comprehensive Plan, as amended. C. The property is zoned B-3, General Business District. D. The applicant is proposing to develop the property with a convenience food use; the use is allowed with approval of a conditional use permit within the B-3 District. E. The Planning Commission and City Council must take into consideration the possible effects of the request with their judgment based upon (but not limited to) the criteria outlined in Section 11-4-2.F of the Zoning Ordinance: F. The planning report dated 14 June 2021 prepared by the City Planner, The Planning Company LLC, is incorporated herein. G. The engineering review dated June 18, 2021 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 21 June 2021 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 7-0 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 site and buildings shall be developed in accordance with the plans and information on file with the City subject to stipulations of approval as outlined herein in accordance with Section 11-9-4 of the Zoning Ordinance. 2. A schedule specifying the exterior materials and the percentage area of the materials used on each elevation and the overall building shall be submitted to verify compliance with the requirements of Section 11-17-4.D.1 of the Zoning Ordinance. 3. The landscape plan shall be revised to provide shade trees to be planted 50 feet on -center in the yards abutting 88th Street and Parrish Avenue (CSAH 42), subject to review and approval of the Zoning Administrator. 4. The developer shall provide for striping of 88th Street between Parrish Avenue (CSAH 42) and Parkview Avenue with two west bound lanes and one east bound lane, subject to approval of the City Engineer. 5. The proposed accesses to Parkview Avenue and 88th Street and construction specifications for off- street parking areas shall be subject to review and approval of the City Engineer. 6. The submitted plans shall be revised to provide for construction of a trail from 88th Street to the south lot line along Parrish Avenue (CSAH 42); the developer shall grade for trail and escrow funds for the future construction; the plans for construction of the trail and amount of the cash escrow shall be subject to review and approval of the City Engineer. 7. An exterior lighting plan including photometric measurements of light intensity and indicating the type, location, and height of all exterior light fixtures shall be submitted and is subject to review and approval of the Zoning Administrator. 8. Plans for the construction of the waste storage enclosure shall be submitted and are subject to review and approval of the Zoning Administrator for compliance with Section 11-18-4.0 of the Zoning Ordinance. 9. All signs shall comply with Section 37 of the Zoning Ordinance and require approval of a sign permit by the Zoning Administrator prior to placement upon the property. 10. All grading, drainage, and erosion control plans are subject to review and approval of the City Engineer. 11. All utility plans are subject to review and approval of the City Engineer. 12. The developer shall enter into a Site Improvement Performance Agreement (SIPA) as drafted by the City Attorney and subject to approval of the City Council. 2 MOTION BY: SECOND BY: ALL IN FAVOR: THOSE OPPOSED: ADOPTED by the City Council of the City of Otsego this 12th day of July, 2021. CITY OF OTSEGO By: Jessica L. Stockamp, Mayor Attest: By: Audra Etzel, City Clerk CITY OF OTSEGO COUNTY OF WRIGHT STATE OF MINNESOTA RESOLUTION NO: 2021-53 APPROVING A SITE IMPROVEMENT PERFORMANCE AGREEMENT FOR LOT 1, BLOCK 1 PARKVIEW RETAIL 2"D ADDITION WHEREAS, WMG Development, LLC (the "developer") is proposing development of Lot 1, Block 1, Parkview Retail 2"d Addition; and WHEREAS, site and building plans and a conditional use permit for the development were approved on 12 July 2021 by the City Council; and WHEREAS, Section 11-9-7 of the Zoning Ordinance requires the developer to enter into a Site Improvement Performance Agreement to provide the City construction and warranty securities for the public and private improvements and to provide the City various remedies in the event that the developer breaches the terms and conditions of said agreement; and WHEREAS, those obligations are outlined and memorialized in the attached Site Improvement Performance Agreement. NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF OTSEGO, MINNESOTA THAT: 1. The Site Improvement Performance Agreement attached hereto between the City of Otsego and WMG Development, LLC is hereby approved in form subject to modification of fees, charges, and securities as approved by City staff. 2. The Mayor and City Clerk are hereby authorized to execute the Site Improvement Performance Agreement on behalf of the City of Otsego. ADOPTED by the City Council of the City of Otsego this 12th day of July, 2021. MOTION BY: SECONDED BY: IN FAVOR: OPPOSED: 2 CITY OF OTSEGO Jessica L. Stockamp, Mayor ATTEST: Audra Etzel, City Clerk (reserved for recording information) SITE IMPROVEMENT PERFORMANCE AGREEMENT (0TSE GO DENTAL OFFICE AND RESTA URANT) THIS SITE IMPROVEMENT PERFORMANCE AGREEMENT ("Agreement") dated , 2021, by and between the CITY OF OTSEGO, a Minnesota municipal corporation ("City") and WMG DEVELOPMENT, LLC, a Delaware limited liability company (the "Developer") 1. BACKGROUND. A. The Developer has submitted to the City a site plan and conditional use permit application for property in the City of Otsego, Minnesota, legally described as Lot 1, Block 1, Parkview Retail 2"d Addition, Wright County, Minnesota according to the recorded plat thereof (hereinafter referred to as the "Subject Property") B. The development of the above described property includes the construction of a 5,409 square foot principal building, with a medical office tenant and convenience food restaurant and drive through tenant. 2. CONDITIONS OF APPROVAL. This Agreement is a condition of City site plan approval and will be recorded against the Subject Property. I 2162040 Otsego Dental Office and Restaurant SIPA 3. PLANS. The Subject Property shall be developed in accordance with the following plans which are on file with the City. The plans shall not be attached to this Agreement. If the plans vary from the written terms of this Agreement, the written terms shall control. The plans are: Plan A — Site Plan Plan B — Grading and Drainage and Erosion Control Plan Plan C — Utility Plan Plan D — Landscape Plan Plan E — New Building Floor Plan Plan F — New Building Elevations Plan Plan G — Lighting Photometric Plan Plan H — Traffic Control Plan No work can occur outside of the areas indicated on the plans without modifying this Agreement or obtaining a separate grading permit. 4. EROSION CONTROL. The Developer is responsible for obtaining an MPCA Construction Permit for the site as well as developing a SWPPP for the site prior to issuance of a building permit. The permit requires that all erosion and sediment BMPs be clearly outlined in a SWPPP. Changes made throughout construction must be documented in the SWPPP. All basin slopes and slopes adjacent to wetlands must have erosion control blanket installed. Additional erosion control measures may be required during construction as deemed necessary by City staff. Any additional measures required shall be installed and maintained by the Developer. 5. LICENSE. Developer hereby grants the City, its agents, employees, officers and contractors a license to enter the Subject Property to perform all work and inspections deemed appropriate by the City in conjunction with site development. 6. CONSTRUCTION ACCESS. Construction traffic access and egress for grading, public utility construction, and public street construction is restricted to access the Subject Property as approved by the City Engineer. PA 2162040 Otsego Dental Office and Restaurant SIPA 7. WATERMAIN. The Developer shall install new watermain with the site plan improvements. The utility design will be reviewed with the building permit plans. The Developer shall post a $25,102.00 security for the utility service connection to the public utilities with this agreement. 8. CITY ENGINEERING ADMINISTRATION AND CONSTRUCTION OBSERVATION. The Developer shall pay for construction observation performed by the City Engineer. Construction observation shall include part or full time inspection of proposed public utilities as determined necessary by the City Engineer and will be billed on hourly rates estimated to be eight percent (8%) of the estimated construction cost of $10,000 minimum. 9. DRAINAGE AND GRADING. All grading, drainage, erosion control, and wetland impacts are subject to review and approval of the City Engineer, which shall not be unreasonably denied, withheld, or delayed. The plat shall be graded in accordance with the approved grading development and erosion control plan, Plan "B". The plan shall conform to City of Otsego specifications. Within thirty (30) days after completion of the grading and final establishment of ground cover or temporary stabilization reasonably approved by the City, which shall not be unreasonably denied, withheld, or delayed, the Developer shall provide the City with an "as constructed" grading plan certified by a registered land surveyor or engineer that all storm water treatment/infiltration basins and swales, have been constructed on public easements or land owned by the City. The "as constructed" plan shall include field verified elevations of the following: a) cross sections of storm water treatment/infiltration basins; b) location and elevations along all swales, wetlands, wetland mitigation areas if any, locations and dimensions of borrow areas/stockpiles, and installed "conservation area" posts; and c) lot corner elevations and building pads. The City will withhold issuance of a Certificate of Occupancy until the approved certified grading plan is on file with the City and all erosion control measures are in place as reasonably determined by the City Engineer. The soils observation and testing report, including referenced development phases and lot descriptions, shall be submitted to the Building Official for review prior to the issuance of the Certificate of Occupancy. Prior to the release of the grading and erosion control security, the "as constructed" plan for the lot must be submitted to verify that the final as -built grades and elevations of the specific lot are consistent with 3 2162040 Otsego Dental Office and Restaurant SIPA the approved grading plan for the development, and amendments thereto as reasonably approved by the City Engineer, which shall not be unreasonably denied, withheld, or delayed, and that all required property monuments are in place. If the final grading, erosion control and "as constructed" grading plan is not timely completed, after fifteen (15) days' written notice to Developer, the City may enter the lot, perform the work, and draw on the letter of credit or the cash escrow, as the case may be. Upon satisfactory completion of the grading, erosion control and "as constructed" grading plan, the security, less any draw made by the City, shall be released. A certified as -built building pad survey must be submitted and approved for commercial, industrial or institutional developments prior to issuance of a building permit. Retaining walls over four feet in height shall be constructed in accordance with plans and specifications prepared by a structural or geotechnical engineer licensed by the State of Minnesota. Following construction, a certification signed by the design engineer shall be filed with the Building Official evidencing that the retaining wall was constructed in accordance with the approved plans and specifications. All retaining walls identified on the development plans and by special conditions referred to in this Agreement shall be constructed before any other building permit is issued for a lot on which a retaining wall is required to be built. All retaining walls must comply with the City's engineering manual and the City's zoning ordinance. 10. STREETS. The Developer agrees to maintain the streets within the Plat until the base course bituminous surfacing has been reasonably accepted by the City, which shall not be unreasonably denied, withheld, or delayed. Should the City be required to grade the street prior to paving, the cost of such grading shall be paid by the Developer and may be drawn from the Developer's letter of credit or cash escrow. Should snowplowing be necessary prior to street paving, the City may plow the street prior to acceptance, and the Developer will hold harmless and indemnify the City from any and all liability claims related to such work and pay all costs associated with that work. Any plowing undertaken by the City will constitute no acceptance or evidence of acceptance of the street(s) in question. Upon final completion of streets and acceptance by the City, the Developer shall guarantee to the City for a period of one (1) year that the streets have been 4 2162040 Otsego Dental Office and Restaurant SIPA constructed to City standards. The warranty period shall not commence until such time as street construction is completed and the streets are accepted as City streets by the City. The one (1) year warranty period set forth above commences upon the date on which the City accepts the streets by resolution. The warranty period for underground utilities is two (2) years and shall commence following completion and acceptance by City Council by resolution. A minimum of 10% of the total security required under this Contract shall be retained as warranty security as specified in the section of this Contract. 11. STREET LIGHT OPERATION COSTS. The Developer shall be responsible for the cost of street light installation consistent with a street lighting plan approved by the City. The location and type of street lighting to be installed is to be determined by the City Engineer. The Developer shall post a cash fee for street light installation consistent with the approved plan. The amount of this required cash payment is $5,300.00 and consists of one (1) decorative light at $5,300.00 per light. 12. TRAILS AND SIDEWALKS. The Developer shall provide for connection from the public sidewalks on Parkview Avenue and 88th Street to the interior sidewalks surrounding the principal building and to the future trail on Parrish Avenue (CSAH 42) subject to approval of the Zoning Administrator. The Parks System Master Plan designates construction of a trail on the west side of Parrish Avenue (CSAH 42) from 88th Street south. The Developer is responsible for grading of the trail and the Developer shall provide a cash escrow in the amount of $6399.00 to ensure construction of the trail along the east line of the subject site. The City will complete the trail construction between 88th Street and 87th Street at such time as Outlot A, Parkview Retail 2nd Addition and the north commercial lot of the Parrish Meadows plat are developed. 13. CLEAN UP. The Developer shall clean dirt and debris from streets that has resulted from construction work by the Developer, subcontractors, their agents or assigns. Prior to any construction on the Subject Property, the Developer shall identify in writing a responsible party and schedule for erosion control, street cleaning, and street sweeping. 14. LANDSCAPING. Landscaping shall be installed in accordance with the approved landscape plan. The Developer shall post a $28,690.00 landscaping security upon issuance of a building permit to ensure 5 2162040 Otsego Dental Office and Restaurant SIPA that the landscaping is installed in accordance with the approved plan. All plants required as part of an approved landscaping plan shall be maintained and kept alive and in good condition. Dead plants or plants in poor health or condition shall be treated or replaced in accordance with the approved landscape plan as determined by the zoning administrator. Any species substitutions for replacement trees or shrubs shall be subject to approval by the Zoning Administrator and must be demarcated on the final approved landscape plan submitted to the City. 15. SPECIAL PROVISIONS. The following special provisions shall apply to this Agreement: A. Implementation of the conditions listed in the Findings of Fact and Decision approved by the City Council on July 12, 2021. B. The site plans and building construction shall be developed in accordance with plans approved by the City subject to stipulations of approval as outlined herein in accordance with Section 11-9-4 of the Zoning Ordinance. C. A building permit is required prior to commencing construction. The construction shall be completed in accordance with the approval of the Building Official and Fire Marshal. D. A schedule specifying the exterior materials and the percentage area of the materials used on each elevation and the overall building shall be submitted to verify compliance with the requirements of Section 11-17-4.D.1 of the Zoning Ordinance. E. The Developer shall provide striping for 88th Street between Parrish Avenue (CSAR 42) and Parkview Avenue with two west bound lanes and one east bound lane, subject to review and approval of the City Engineer. F. The proposed accesses to Parkview Avenue and 88th Street and construction specifications for off-street parking areas shall be subject to review and approval of the City Engineer. I 2162040 Otsego Dental Office and Restaurant SIPA G. An exterior lighting plan including photometric measurements of light intensity and indicating the type, location, and height of all exterior light fixtures shall be submitted by the Developer and is subject to review and approval of the Zoning Administrator. H. Plans for construction of the waste storage enclosure shall be submitted by the Developer and are subject to review and approval of the Zoning Administrator for compliance with Section 11-18-4.0 of the Zoning Ordinance. All signs shall comply with Section 37 of the Zoning Ordinance and require approval of a sign permit by the Zoning Administrator prior to placement upon the property. J. All utility plans are subject to review and approval of the City Engineer. K. The Developer shall install on-site and off street parking in compliance with Zoning Ordinance requirements subject to the review of the Zoning Administrator. L. The Developer shall submit as -built record drawings following the completion of this project. 16. SECURITY. To ensure compliance with the terms of this Agreement, and construction of all public improvements, and satisfaction of all other obligations, the Developer shall furnish the City with a cash escrow or Irrevocable Standby Letter of Credit with automatic renewal provisions in the amount as required under this Agreement. The issuer and form of the security (other than cash escrow) shall be subject to City approval in its reasonable discretion. The security shall be issued by a banking institution in good standing as determined by the City and approved by the City Administrator. The City shall have the ability to draw on the security at a bank or branch bank located within fifty (50) miles of the City Hall. The security shall contain an automatic renewal provision and shall not expire until all the Development is complete and fully and finally accepted by the City, and all terms of this Agreement are satisfied. The City may draw down the security, on five (5) business days written notice to the Developer, for any violation of the terms of this Agreement or without notice if the security is allowed to lapse prior to the end of the required term. If the required public improvements are not completed at least thirty (30) days prior 7 2162040 Otsego Dental Office and Restaurant SIPA to the expiration of the security, the City may also draw it down without notice. If the security is drawn down, the proceeds shall be used to cure the default. Upon receipt of proof satisfactory to the City that work has been completed and financial obligations to the City have been satisfied, with City approval not to be unreasonably withheld or delayed, the security shall be reduced from time to time in proportion to the work completed, but not below ten (10) percent which is the amount of the warranty security. For purposes of this Section, the warranty period shall be a twelve (12) month period after the applicable work has been completed, except with respect to streets, for which the warranty period shall be two years as addressed elsewhere in this Agreement. This security amount shall be submitted to the City prior to execution of the Agreement. All administrative and legal fees related to plan review, drafting of this Agreement and any other necessary items shall be paid to the City prior to execution of the Agreement, which are in the aggregate amount of $499,535.14. Upon completion of the work contemplated hereunder and expiration of the warranty period, the remaining security shall be promptly released to Developer. 17. SUMMARY OF SECURITY REQUIREMENTS. The amount of the security described above is calculated as follows: CONSTRUCTION COSTS: A. Watermain - Lateral and Trunk B. Streets TOTAL SUBTOTAL: OTHER COSTS: A. Site Grading, Erosion & Sediment Control And Wetland Protection B. Engineering & Surveying Construction Services (6.5%) C. Landscaping OTHER COSTS SUB -TOTAL TOTAL — SUBTOTAL TOTAL IRREVOCABLE LETTER OF CREDIT FOR SECURITY (125% OF SUBTOTAL 8 $25,102.00 1,500.00 $26,602.00 $3,540.00 2,080.00 28.690.00 $34_,250.00 $60,852.50 $76,065.00 2162040 Otsego Dental Office and Restaurant SIPA ESCROW A. City Legal Expenses (Est. 1.0% of $31,997.50 ) Minimum $1,500.00 B. City Construction Observation (Est. 8.0% of $31,997.50) Minimum 10,000.00 C. GIS Data Entry Fee 250.00 D. Trail Escrow 6,399.00 ESCROW TOTAL $18,149.00 DEVELOPMENT WARRANTY LETTER OF CREDIT A. Watermain 3,765.30 B. Erosion & Sedimentation Control 177.00 TOTAL WARRANTY LETTER OF CREDIT $3,942.00 This breakdown is not a restriction on the use of the security. 18. SUMMARY OF CASH REQUIREMENTS. The following is a summary of the cash requirements under this Contract which must be furnished to the City prior to the City Council signing the final plat: A. City Administrative (Est. 1.0% of $31,787.75) Minimum $1,500.00 B. Street Light Operating Fee 5,300.00 TOTAL CASH REQUIREMENTS $6,800.00 19. ACKNOWLEDGEMENT. The Developer acknowledges that approval of installation of the Improvements does not constitute a guarantee by the City of any future subdivision approvals and that the Developer performs the work on the Subject Property at its own risk. 20. RESPONSIBILITY FOR COSTS. A. The Developer shall pay all costs incurred by it or the City in conjunction with the development of the Subject Property, including but not limited to legal, planning, engineering and inspection expenses incurred in connection with approval of the site plan, the preparation of this Agreement, review of any other plans and documents. B. The Developer shall hold the City and its officers, employees, and agents harmless from claims made by itself and third parties for damages sustained or costs incurred resulting from site approval and development. The Developer shall indemnify the City and its officers, employees, and agents 11 2162040 Otsego Dental Office and Restaurant SIPA for all costs, damages, or expenses which the City may pay or incur in consequence of such claims, including attorneys' fees. Notwithstanding anything contained within this Section 21(B), Developer shall not be obligated to indemnify or defend the City from and against claims based on any negligence or willful misconduct by the City, its employees, agents or contractors, or the failure of the City to act in accordance with City ordinances and other applicable laws. C. The Developer shall reimburse the City for costs incurred in the enforcement of this Agreement, including engineering and attorneys' fees. D. The Developer shall pay in full all bills submitted to it by the City for obligations incurred under this Agreement within thirty (30) days after receipt. Bills not paid within thirty (30) days shall accrue interest at the rate of eight percent (8%) per year. 21. MISCELLANEOUS. A. Third parties shall have no recourse against the 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 the City shall not constitute a waiver or amendment to the provisions of this Agreement. To be binding, amendments or waivers shall be in writing, signed by the parties and approved by written resolution of the City Council. The City's failure to promptly take legal action to enforce this Agreement shall not be a waiver or release. D. This Agreement shall run with the land and may be recorded against the title to the Subject Property. The Developer covenants with the City, its successors and assigns, that the Developer has fee title to the Subject Property and/or has obtained consents to this Agreement, in the form attached hereto, from all parties who have an interest in the Subject Property; that there are no unrecorded interests in the Subject Property; and that the Developer will indemnify and hold the City harmless for any breach of the foregoing covenants. IHI 2162040 Otsego Dental Office and Restaurant SIPA E. Each right, power or remedy herein conferred upon the City is cumulative and in addition to every other right, power or remedy, express or implied, now or hereafter arising, available to City, at law or in equity, or under any other agreement, and each and every right, power and remedy herein set forth or otherwise so existing may be exercised from time to time as often and in such order as may be deemed expedient by the City and shall not be a waiver of the right to exercise at any time thereafter any other right, power or remedy. F. Breach of the terms of this Agreement by the Developer, including nonpayment of billings from the City, shall be grounds for denial of building permits and certificates of occupancy, and the halting of all work on the Subject Property. G. The Developer represents to the City that the development complies with all City, county, metropolitan, state, and federal laws and regulations, including but not limited to: subdivision ordinances, zoning ordinances, and environmental regulations. If the City determines that the development does not comply, the City may, at its option, refuse to allow construction or development work in the development until the Developer does comply. Upon the City's demand, the Developer shall cease work until there is compliance. 22. DEVELOPER'S DEFAULT. In the event of default by the Developer as to any of the work to be performed by it hereunder, the City may, at its option, perform the work and the Developer shall promptly reimburse the City for any expense incurred by the City, provided the Developer, except in an emergency as determined by the City, is first given notice of the work in default, not less than ten (10) days in advance. This Agreement is a license for the City to act, and it shall not be necessary for the City to seek a Court order for permission to enter the Subject Property. When the City does any such work, the City may, in addition to its other remedies, assess the cost in whole or in part. 23. NOTICES. Required notices to the Developer shall be in writing, and shall be either hand delivered to the Developer, its employees or agents, or mailed to the Developer by certified mail at the following address: 1200 network Centre Drive, Suite 2, Effingham, IL 62401. Notices to the City shall be in writing and shall be either hand delivered to the City Administrator, or mailed to the City by certified mail in 11 2162040 Otsego Dental Office and Restaurant SIPA care of the City Administrator at the following address: Otsego City Hall, 13400 90th Street NE, Otsego, Minnesota 55330. CITY OF OTSEGO in (SEAL) Mss STATE OF MINNESOTA ) )ss. COUNTY OF WRIGHT ) Jessica L. Stockamp, Mayor Audra Etzel, City Clerk The foregoing instrument was acknowledged before me this day of , 2021, by Jessica L. Stockamp and by Audra Etzel, the Mayor and City Clerk of the City of Otsego, a Minnesota municipal corporation, on behalf of the corporation and pursuant to the authority granted by its City Council. NOTARY PUBLIC 12 2162040 Otsego Dental Office and Restaurant SIPA DEVELOPER: WMG DEVELOPMENT, LLC go STATE OF ) )ss. COUNTY OF ) Its: The foregoing instrument was acknowledged before me this day of 2021, by , the of WMG DEVELOPMENT, LLC, a Delaware limited liability company, on behalf of said entity. DRAFTED BY: CAMPBELL, KNUTSON Professional Association 860 Blue Gentian Road, Suite 290 Eagan, Minnesota 55121 Telephone: 651-452-5000 AMP/smt NOTARY PUBLIC 13 2162040 Otsego Dental Office and Restaurant SIPA FEE OWNER CONSENT TO SITE IMPROVEMENT PERFORMANCE AGREEMENT , fee owner of all or part of the property, the development of which is governed by the foregoing Site Improvement Performance Agreement, affirms and consents to the provisions thereof and agrees to be bound by the provisions as the same may apply to that portion of the property owned by it. Dated this STATE OF MINNESOTA COUNTY OF day of 120 )ss. FEE OWNER la Its: The foregoing instrument was acknowledged before me this the of DRAFTED BY: CAMPBELL, KNUTSON Professional Association 860 Blue Gentian Road, Suite 290 Eagan, Minnesota 55121 Telephone: 651-452-5000 AMP/smt NOTARY PUBLIC 14 day of , 2019, by , on behalf of said entity. 2162040 Otsego Dental Office and Restaurant SIPA MORTGAGE HOLDER CONSENT TO SITE IMPROVEMENT PERFORMANCE AGREEMENT , a , which holds a mortgage on all or part of the property more particularly described in the foregoing Site Improvement Performance Agreement, which mortgage is dated and filed for record , as Document No. with the office of the County Recorder/Registrar of Titles for Dakota County, Minnesota, for good and valuable consideration, agrees that the Agreement shall remain in full force and effect even if it forecloses on its mortgage. Dated this day of 12020. la STATE OF ) )ss. COUNTY OF ) Its: The foregoing instrument was acknowledged before me this day of 20_, by the of Bank, a , on behalf of said DRAFTED BY: CAMPBELL, KNUTSON Professional Association 860 Blue Gentian Road, Suite 290 Eagan, Minnesota 55121 Telephone: 651-452-5000 AMP/smt NOTARY PUBLIC 15 2162040 Otsego Dental Office and Restaurant SIPA [BANK LETTERHEAD] IRREVOCABLE LETTER OF CREDIT TO: City of Otsego City Hall 13400 90th Street NE Otsego, Minnesota 55330 Dear Sir or Madam: No. _ Date: We hereby issue, for the account of (Name of Developer) and in your favor, our Irrevocable Letter of Credit in the amount of $ available to you by your draft drawn on sight on the undersigned bank. The draft must: a) Bear the clause, "Drawn under Letter of Credit No. dated 2 , of (Name of Bank) "; b) Be signed by the City Administrator or Finance Director of the City of Otsego. c) Be presented for payment at (Address of Bank) on or before 4:00 p.m. on November 30, 2 This Letter of Credit shall automatically renew for successive one-year terms unless, at least forty-five (45) days prior to the next annual renewal date (which shall be November 30 of each year), the Bank delivers written notice to the Otsego Finance Director that it intends to modify the terms of, or cancel, this Letter of Credit. Written notice is effective if sent by certified mail, postage prepaid, and deposited in the U.S. Mail, at least forty-five (45) days prior to the next annual renewal date addressed as follows: Otsego Finance Director, Otsego City Hall, 13400 90th Street NE, Otsego, MN 55330, and is actually received by the Finance Director at least thirty (30) days prior to the renewal date. This Letter of Credit sets forth in full our understanding which shall not in any way be modified, amended, amplified, or limited by reference to any document, instrument, or agreement, whether or not referred to herein. This Letter of Credit is not assignable. This is not a Notation Letter of Credit. More than one draw may be made under this Letter of Credit. This Letter of Credit shall be governed by the most recent revision of the Uniform Customs and Practice for Documentary Credits, International Chamber of Commerce Publication No. 600. We hereby agree that a draft drawn under and in compliance with this Letter of Credit shall be duly honored upon presentation. [NAME OF BANK] BY: Its 16 2162040 Otsego Dental Office and Restaurant SIPA