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3.10 Interstate Development - Dakota Supply Group
Request for City Council Action DEPARTMENT INFORMATION ORIGINATING DEPARTMENT REQUESTOR: MEETING DATE: Planning City Planner Licht 9 May 2022 PRESENTER(s) REVIEWED BY: ITEM #: Consent City Administrator/Finance Director Flaherty City Engineer Wagner City Attorney Kendall 3.10 – Interstate Development/ Dakota Supply Group STRATEGIC VISION MEETS: THE CITY OF OTSEGO: Is a strong organization that is committed to leading the community through innovative communication. X Has proactively expanded infrastructure to responsibly provide core services. 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. Is a distinctive, connected community known for its beauty and natural surroundings. AGENDA ITEM DETAILS RECOMMENDATION: City staff and Planning Commission recommends approval of a Zoning Map amendment, preliminary and final plat, Interim Use Permit, site and building plans, and a development contract. ARE YOU SEEKING APPROVAL OF A CONTRACT? IS A PUBLIC HEARING REQUIRED? Yes Held by Planning Commission 7 March 2022. BACKGROUND/JUSTIFICATION: Interstate Development has submitted plans to subdivide a 15.89 acre lot for development of a 32,000 square foot industrial building located on the west side of Kadler Avenue north of 73rd Street. The project includes improvement of Kadler Avenue abutting the subject site approximately one-quarter mile north of the existing improved street section. The proposed development requires consideration of a Zoning Map amendment, preliminary plat, final plat, site and building plan review, and Interim Use Permit for outdoor storage. A public hearing to consider the applications wash held by the Planning Commission on 7 March 2022 at 7:00PM. Ms. Victoria Perbix, of Interstate Development was present along with the project engineer and agreed with the recommendations of City staff. One resident from the east side of Kadler Avenue across from the proposed development spoke at the public hearing with questions about the planned street improvements and traffic as well as stormwater management, that were addressed by City staff and the developer’s engineer. The Public Hearing was closed. The Planning Commission had no concerns with the proposed development and voted 7-0 to recommend City Council approval of the applications. SUPPORTING DOCUMENTS ATTACHED: ▪ Planning Report dated 2 March 2022 ▪ Engineering Approved Plans Cover Sheets & Final Plat ▪ Findings of Fact and Decision; Zoning Map ▪ Ordinance 2022-05 amending the Zoning Map ▪ Findings of Fact and Decision; Preliminary and Final Plat/IUP ▪ Resolution 2022-47 approving a Development Contract ▪ Development Contract POSSIBLE MOTION PLEASE WORD MOTION AS YOU WOULD LIKE IT TO APPEAR IN THE MINUTES: Motion to adopt Ordinance 2022-05 amending the Zoning Map; approve the Interstate Otsego preliminary/final and Interim Use Permit and site and building plans for Dakota Supply Group subject to the stipulations as stated on the findings of fact and decision as presented; and adopt Resolution 2022-47 approving a Development Contract. BUDGET INFORMATION FUNDING: BUDGETED: N/A N/A TPC 3601 Thurston Avenue Anoka, MN 55303 763.231.5840 TPC@PlanningCo.com The Planning Company PLANNING REPORT TO: FROM: REPORT DATE: 120-DAY DATE: RE: TPC FILE: BACKGROUND Otsego Planning Commission D.Daniel Licht, AICP 2 March 2022 18 May 2022 Otsego -Interstate Otsego; Dakota Supply Group 101.02 Interstate Development has submitted plans to subdivide a 15.89 acre lot for development of a 32,000 square foot located on the west side of Kadler Avenue north of 73rd Street. The proposed development requires consideration of a Zoning Map amendment, preliminary plat, final plat, site and building plan review, and Interim Use Permit for outdoor storage. A public hearing to consider the applications has been noticed for the Planning Commission meeting on 7 March 2021 at 7:00PM. Exhibits: ■Site Location Map ■Civil Plans dated 01/18/2022 (22 sheets) ■Kadler Avenue Improvement Plans dated January 18, 2022 (9 sheets) ■Building elevations and floor plans 6/30/21 (3 sheets) ■Final Plat (2 sheets) ANALYSIS Zoning. The subject site is zoned A-1, Agriculture Rural Service District in accordance with the interim land use plan policy of the 2012 Otsego Comprehensive Plan to maintain agricultural district zoning until such time as a parcel is proposed for development. Development of the proposed industrial use requires consideration of a Zoning Map amendment to rezone the 1 2 parcel to I 2,General Industrial District.Consideration of the requested Zoning Map amendment is to be based upon,but not limited to,the criteria established by Section 11 3 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 2012 Otsego Comprehensive Plan guides the subject site for future industrial land uses within the West Sewer District.Industrial development is a goal of the Comprehensive Plan so as to diversify the tax base and lessen dependance on residential properties as well as to create employment opportunities within Otsego.The Future Land Use Plan guides the area west of CSAH 19 and north of 70th Street for a range of industrial uses,including those that involve outdoor storage.The proposed use is consistent with the goals and policies of the 2012 Comprehensive Plan. 2.The proposed use's compatibility with present and future land uses of the area. Comment:The table below summarizes existing and planned land uses in the area surrounding the subject site: Direction Land Use Plan Zoning Map Existing Use North Industrial A 1 District Undeveloped Rural residential East Industrial A 1 District Horse stable South Industrial I 2 District Bury Industrial Park West Industrial A 1 District Undeveloped The proposed development is characteristic of the existing industrial uses developed to the south within the Bury Industrial Park,with this type of development guided to occur to the east,north,and west of the subject site.Existing and future residential uses to the southeast will be separated by Kadler Avenue. 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 lot and development of the lot will be required to comply with all requirements of the Zoning Ordinance,Subdivision Ordinance,and Engineering Manual. 4.Traffic generation of the proposed use in relation to capabilities of streets serving the property. Comment:The subject site will access to Kadler Avenue,which the Transportation Plan of the 2012 Otsego Comprehensive Plan designates as a Commercial/Industrial Collector 3 Street.Kadler Avenue will be improved abutting the subject site to accommodate and direct traffic south to 70th Street for regional transportation access.The streets serving the subject site have adequate capacity to accommodate the traffic generated by the proposed development. 5.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 West Sewer District established by the 2012 Otsego Comprehensive Plan.Sewer and water utilities are available at the subject site with sufficient capacity to accommodate the proposed use.The City has the ability to provide all other required municipal services to the subject site within the West Sewer District. Subdivision.The developer has submitted application for preliminary and final plat for the subject site to subdivide the parcel into one lot and two outlots: Lot Requirements.Lots within the I 2 District are required to be a minimum of two acres in area and have a minimum width of 200 feet measured at the setback line from the front lot line in accordance with Section 11 86 7.A and B of the Zoning Ordinance. Lot 1,Block 1 is proposed as 15.89 acres in area.The lot is 440 feet in width measured at the front setback line.The preliminary and final plat comply with the minimum lot requirements of the Zoning Ordinance. Right of Way.The subject site abuts Kadler Avenue,which is a rural section gravel roadway adjacent to the property.The developer has submitted plans for improvement of Kadler Avenue north from the Bury Industrial Park a distance of approximately one quarter mile.The improvement to Kadler Avenue includes dedication of 54 feet of right of way for the west side of Kadler Avenue,which combined with the existing 33 feet of prescriptive roadway easement to the east is sufficient for the proposed Kadler Avenue improvement.Right of way dedication for Kadler Avenue is to be subject to review and approval of the City Engineer. Street.The developer has prepared plans for improvement of Kadler Avenue to an Industrial/Commercial Collector Street.The proposed street will be 46 feet in width with concrete curb and gutter.The street will need to taper back to the existing rural section at the north plat line so as to not affect the rural residential lots to the north. The street will be constructed by the developer at their cost.Construction plans for Kadler Avenue are to be subject to review and approval of the City Engineer. 4 Outlots.The proposed preliminary and final plat includes two outlots. Outlot A encompasses a wetland complex and stream that flows east towards Otsego Creek.The wetland complex is required to have a minimum 20 foot buffer at its delineated edge by Section 11 16 5.F of the Zoning Ordinance,which is to be included within Outlot A.Outlot A is required to be deeded to the City by Section 10 8 12.D of the Subdivision Ordinance for stormwater management purposes. Outlot B is the remainder of the subject site not platted within Lot 1,Block 1 and Outlot A that will be retained by the current property owner for future development.The outlot is guided for industrial development by the Comprehensive Plan and can be developed as a single lot or subdivided with extension of streets and utilities west of Kadler Avenue. Easements.Section 11 8 12.A of the Subdivision Ordinance requires 10 foot wide drainage and utility easements to be dedicated at the perimeter of Lot 1,Block 1. Additional drainage and utility easements may be required over portions of Lot 1,Block 1 for extension of utilities or stormwater management facilities related to the site plan. The final plat indicates drainage and utility easement to be dedicated over all of Outlot A,which is not needed as the outlot will be deeded to the City and is to be removed. Temporary drainage and utility easements that expire upon platting will only be required over Outlot B.All drainage and utility easements are to be subject to review and approval of the City Engineer. Park Dedication.The Parks System Master Plan identifies opportunity for a greenway corridor along the wetland complex within Outlot A.The distance between wetland within Outlot A and the north line of Lot 1,Block 1 must provide sufficient space outside of the required wetland buffer to allow for a potential future trail corridor between Kadler Avenue and 70th Street to the west.The City does not require payment of a cash fee in lieu of land for park dedication for industrial uses in order to facilitate the economic development goals of the 2012 Comprehensive Plan. Building.The developer has submitted plans for the proposed 32,000 square foot principal building.The submitted plans indicate that the warehouse area within the proposed building is planned to be expanded by 2,000 square feet in the future. Exterior Materials.Principal buildings within the I 2 District must have exterior finishes using materials required Section 11 17 4.E.1 of the Zoning Ordinance.The submitted building elevations for the proposed building indicate that the building is constructed with precast concrete panels with scoring and exposed aggregate surfaces.There is also brick veneer and a prefinished metal canopy surrounding a glass vestibule at the entry of the building.There are windows from the office section facing Kadler Avenue and in the upper wall sections of the warehouse.The proposed exterior materials comply with the requirements of the Zoning Ordinance. 5 Building Height.Section 11 86 9 of the Zoning Ordinance allows principal buildings within the I 2 District to have a maximum height of 48 feet measured to roof line of a flat roof.The submitted architectural plans indicate that the height of the proposed building,which has a flat roof,is to be 34 feet to the top of the precast panel.The proposed building complies with the allowed building height within the I 2 District. Site Plan.The developer has submitted plans for development of the site detailed in the following paragraphs: Setbacks.The table below outlines the setbacks applicable to the proposed building as shown on the site plan.The proposed building complies with the setback requirements of the I 2 District established by Section 11 86 7.C of the Zoning Ordinance. Kadler Ave. Side Rear Wetland Required 30ft.30ft.25ft.40ft. Proposed 90ft.70ft.1,420ft.260ft. Site Coverage.Section 11 86 8 of the Zoning Ordinance establishes a maximum building coverage limit for lots within the I 2 District of 50 percent.The proposed building is identified on the site plan as covering 4.62 percent of the lot area. Access.Access to Lot 1,Block 1 is to be from Kadler Avenue via two driveways.Section 11 21 6 of the Zoning Ordinance requires that the driveway accesses be setback 90 feet from the nearest intersecting street and that there be 200 feet between driveways.The location of the driveways setback from 73rd Street and from each other comply with the requirements of the Zoning Ordinance.The location of the existing driveway(s)to the property to the east must be shown on the site plan for review by the City Engineer. Off Street Parking.The table below summarizes off street parking for the proposed use required by Section 11 21 8 of the Zoning Ordinance: Use Requirement Area Required Stalls Office 1 stall/200sf.6,000sf.27 Warehouse 1 stall/1,000sf.26,000sf.24 Expansion 1 stall/1,000sf.2,000sf.3 TOTAL 53 The site plan illustrates 53 off street parking stalls,including three accessible parking stalls to comply with ADA standards.The proposed parking stalls are sufficient for the initial proposed building as well as the potential expansion shown on the site plan. 6 Parking stalls are shown to be 9 feet wide by 18 feet deep with available two foot overhang)accessed by 24 foot wide drive aisles.The dimensions of the off street parking stalls comply with the provisions of Section 11 21 7.A and B of the Zoning Ordinance. The off street drive aisles and parking areas are to be surfaced with asphalt and surrounded by perimeter concrete curb as required by Section 11 21 7.C.3 and D of the Zoning Ordinance.The construction of the off street parking area is subject to review and approval of the City Engineer. The off street parking stalls,drive aisles,and loading areas are all setback a minimum of 15 feet from public rights of way and more than five feet from the side lines as required by Section 11 21 5.B of the Zoning Ordinance. Outdoor Storage.Outdoor storage is allowed within the I 2 District by approval of an Interim Use Permit in accordance with Section 11 86 3.C of the Zoning Ordinance.The site plan proposes a 6.48 acre outdoor storage area west of the principal building.The outdoor storage area is to be surfaced with a material other than asphalt or concrete, but is not specified.The developer must specify the material for the surface of the outdoor storage area,which is to be subject to review and approval of the City Engineer. Landscaping.The submitted plans include proposed landscaping limited to plantings within the employee parking area east of the principal building.The landscape plan must be revised to provide for minimum eight foot evergreen trees surrounding the north and west perimeter of the outdoor storage,subject to review and approval of the Zoning Administrator. The sizes of the proposed plantings included on the landscape plan comply with Section 20 19 2.B.3 of the Zoning Ordinance. Section 5 2 3.B.4.b of the City Code requires an irrigation system be provided for maintenance of the plantings,which is indicated to be installed on the landscape plan details. Fence.The site plan illustrates a fence from the rear building line surrounding the perimeter of the outdoor storage area.No details have been provided for the proposed fence.Section 11 19 4.H of the Zoning Ordinance allows the height of the fence to be up to 8 feet.A fence permit is required to be approved by the Zoning Administrator prior to construction. Exterior Lighting.Section 11 16 6 of the Zoning Ordinance establishes performance standards for exterior lighting.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.C of the Zoning Ordinance.An exterior lighting plan 7 including photometric measurements of light intensity and indicating the type,location, and height of all exterior light fixtures must be submitted and is subject to review and approval of the Zoning Administrator. Signs.Information regarding proposed signs is indicated only generally on the submitted plans.Section 11 37 5.C of the Zoning Ordinance allows one freestanding sign with an area not to exceed 100 square feet or height of 20 feet and wall signs not exceeding 100 square feet up to 15 percent of the area of the walls facing public streets.Installation of any signs upon the subject site will require issuance of a sign permit subject to review and approval of the Zoning Administrator in accordance with Section 11 37 7.A of the Zoning Ordinance. Waste Storage.The site plan and building plans do not indicate either an exterior or interior area for trash and recycling container storage.Section 11 18 4.C of the Zoning Ordinance requires that any outdoor storage of waste and recycling containers is to be enclosed within a solid wall with minimum height of six feet constructed of materials complementary of the principal building.If any waste containers are to be stored outdoors,plans for the construction of the required enclosure must be submitted to verify compliance the performance standards of the Zoning Ordinance at the time of application for a building permit.Any exterior enclosure for waste storage is subject to review and approval of the Zoning Administrator. Stormwater Management.The developer has submitted plans for grading,drainage,and erosion control,as well as calculations for stormwater management.Stormwater basins within the subject site will need to be overlaid by drainage and utility easements or incorporated as part of Outlot A.The stormwater plans include a stormwater basin within Outlot B for runoff from Kadler Avenue.All stormwater management plans are subject to review and approval of the City Engineer.Payment of a Stormwater Impact Fee for Otsego Creek will be required as a condition of final plat approval. Utilities.There is an existing trunk water utility within the Kadler Avenue right of way.The plans for improvement of Kadler Avenue include placement of trunk sewer pipe,the cost of which will be credited to the developer.Development of Outlot B or other properties to the north or to the east of Kadler Avenue will require extension of trunk sewer lines from the west line of the Windsong plat to Kadler Avenue. The City Engineer has determined that it is feasible to extend sewer pipe from the connection to the Bury Industrial Park to serve Lot 1,Block 1 versus connection to the trunk sewer to be placed under Kadler Avenue with the street improvements.The developer has submitted plans for connection to sewer and water utilities,which are subject to review and approval of the City Engineer.The developer is required to pay utility availability charges at the time of final plat approval for the proposed lot.Utility connection fees are to be paid for the proposed use at the time a building permit is issued. 8 Development Contact.Section 11 9 7 of the Zoning Ordinance requires that the developer enter into a performance agreement 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 performance agreement will be combined with a development contract required with final plat approval as required by Section 10 10 4.A of the Subdivision Ordinance. The development contract is to be executed by the developer prior to approval by resolution of the City Council and recorded with the property. RECOMMENDATION The proposed development is consistent with the land use guided by the 2012 Otsego Comprehensive Plan and the City’s economic development goals.The proposed development also complies with the requirements of the Zoning Ordinance and Subdivision Ordinance.City staff recommends approval of the applications subject to conditions as outlined below. POSSIBLE ACTIONS Decision 1 Zoning Map Amendment A.Motion to recommend approval of a Zoning Map amendment rezoning the subject site to I 2,General Industrial District. B.Motion to recommend the application be denied based on a finding that the request is inconsistent with the Comprehensive Plan and criteria of the Zoning Ordinance. C.Motion to table. Decision 2 Preliminary/Final Plat;Site and Building Plan Review;IUP A.Motion to recommend approval of the Interstate Addition;and site and building plans and interim use permit for Dakota Supply Group,subject to the following conditions: 1.Approval of the preliminary plat shall not guarantee access to sanitary sewer service.The City shall only allocate sanitary sewer capacity to approved final plats with signed development contracts to assure the City of timely development. 2.Right of way dedication and design and construction plans for Kadler Avenue shall be subject to review by the City Engineer. 3.The developer shall be responsible for the cost and construction of Kadler Avenue, subject to review and approval of the City Engineer. 9 4.Outlot A shall be deeded to the City for stormwater management purposes. 5.Drainage and utility easements: a.No drainage and utility easement shall be dedicated over Outlot A. b.Temporary drainage and utility easement shall be provided over Outlot B by document. c.All drainage and utility easements shall be subject to review and approval of the City Engineer. 6.Outlot A shall be revised to provide sufficient area for a public trail corridor between the property line and wetland buffer. 7.The site plan shall be revised to indicate the location of the access and buildings on the property to the east of the subject site. 8.The design and construction of the off street parking area shall be subject to review and approval of the City Engineer. 9.The site plan shall be revised to indicate the surface of the outdoor storage area, which is to be subject to review and approval of the City Engineer. 10.The landscape plan shall be revised to provide for minimum eight foot evergreen trees surrounding the north and west perimeter of the outdoor storage,subject to review and approval of the Zoning Administrator. 11.Proposed fencing shall comply with Section 11 19 4.H of the Zoning Ordinance and requires approval of a fence permit by the Zoning Administrator prior to construction. 12.A plan detailing the type,location,and height of all proposed exterior lighting shall be submitted and is to comply with Section 11 16 6 of the Zoning Ordinance,subject to review and approval of the Zoning Administrator. 12.All signs shall comply with Chapter 37 of the Zoning Ordinance and require a sign permit approved by the Zoning Administrator prior to installation. 12.Any outdoor storage of waste and recycling containers shall comply with Section 11 18 4.C of the Zoning Ordinance,subject to review and approval of the Zoning Administrator. 10 12.All stormwater management plans shall be subject to review and approval of the City Engineer. 13.The developer shall pay a Stormwater Impact Fee for Otsego Creek in accordance with the fee schedule at the time of final plat approval 14.All utility plans shall be subject to review and approval of the City Engineer. 15.The developer shall pay utility availability charges in accordance with the fee schedule in effect at the time of final plat approval. 16.The developer shall enter into a performance agreement and development contract as required by Section 10 10 4.A of the Subdivision Ordinance and Section 11 9 7 of the Zoning Ordinance,subject to review by the City Attorney and approval of the City Council. B.Motion to recommend the application be denied based on a finding that the request does note comply with the requirements of the City Code. c.Adam Flaherty,City Administrator/Finance Director Audra Etzel,City Clerk Ron Wagner,City Engineer David Kendall,City Attorney Site Location Map 1,520 ft Overview Legend Roads CSAHCL CTYCL MUNICL PRIVATECL TWPCL Highways Interstate State Hwy US Hwy City/Township Limits c t Parcels Torrens This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.SHEET NUMBER 2022 KIMLEY- HORN AND ASSOCIATES, INC.767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY- HORN.COMK:\TWC_LDEV\interstate partners\otsego, mn\3 Design\CAD\ plansheets\C0-COVER SHEET.dwg January 18, 2022 - 1:36pmBYREVISIONSNo. DATEPRELIMINARY - NOT FOR CONSTRUCTIONPREPARED FORCOVER SHEETC000INTERSTATE OTSEGO -DAKOTA SUPPLY GROUPINTERSTATEDEVELOPMENTOTSEGOMINNESOTADATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION ANDTHAT I AM A DULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THE STATE OFMINNESOTA.MNLIC. NO.BRIAN M. WURDEMAN01/18/ 202253113DATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT16095900801/18/ 2022AS SHOWNHKDHKDBMWNORTH VICINITY N.T.S.SITE OTSEGO, WRIGHT COUNTY, MINNESOTA 1. CONTRACTOR SHALL CONFIRM THAT THE EXISTING CONDITIONS FOR THE SITE MATCH WHAT IS SHOWN ON THE DRAWINGS INCLUDED PRIOR TO CONSTRUCTION.2. IF REPRODUCED, THE SCALES SHOWN ON THESE PLANS ARE BASED ON A 22x34 SHEET.3. ALL NECESSARY INSPECTIONS AND/OR CERTIFICATIONS REQUIRED BY CODES AND/OR UTILITY SERVICES COMPANIES SHALL BE PERFORMED PRIOR TO ANNOUNCED BUILDING POSSESSION AND THE FINAL CONNECTION OF SERVICES.4. ALLGENERAL CONTRACTOR WORK TO BE COMPLETED (EARTHWORK, FINAL UTILITIES,AND FINAL GRADING) BY THE MILESTONE DATE IN PROJECT DOCUMENTS.NOTES:LANDSCAPE ARCHITECT KIMLEY-HORN AND ASSOCIATES, INC. 767 EUSTIS STREET, SUITE 100 ST. PAUL, MN 55114 TELEPHONE ( 651) 645-4197 CONTACT: RYAN M. HYLLESTED, LPA GEOTECHNICAL ENGINEER AMERICAN ENGINEERING TESTING, INC. 5590 CLEVELAND AVENUE NORTH ST. PAUL, MN 55114 TELEPHONE (651) 659-1301 CONTACT: ROB FLICKINGER PROJECT TEAM: SURVEYOR SUNDE LAND SURVEYING 9001 EAST BLOOMINGTON FREEWAY (35W), SUITE 118 BLOOMINGTON, MN 55420 TELEPHONE (952) 881- 2455 ENGINEERKIMLEY- HORN AND ASSOCIATES, INC. PREPARED BY: BRIANM. WURDEMAN, P.E. 767 EUSTIS STREET, SUITE 100 ST. PAUL, MN55114TELEPHONE ( 651) 645-4197 OWNER / DEVELOPER INTERSTATE This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.SHEET NUMBER 2022 KIMLEY-HORN AND ASSOCIATES, INC. 767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN. COMK:\TWC_LDEV\interstate partners\otsego, mn\3 Design\CAD\plansheets\C1-GENERAL NOTES.dwg January 18, 2022 - 1:36pmBYREVISIONSNo.DATEPRELIMINARY - NOT FOR CONSTRUCTIONPREPARED FORGENERAL NOTESC100INTERSTATE OTSEGO -DAKOTA SUPPLY GROUPINTERSTATEDEVELOPMENTOTSEGOMINNESOTADATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION ANDTHAT I AM A DULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THE STATE OFMINNESOTA.MNLIC. NO.BRIAN M. WURDEMAN01/18/202253113DATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT16095900801/18/2022AS SHOWNHKDHKDBMWGENERAL CONSTRUCTION NOTES 1. THE CONTRACTOR AND SUBCONTRACTORS SHALL OBTAIN A COPY OF THE MINNESOTA DEPARTMENT OF TRANSPORTATION "STANDARD SPECIFICATIONS FOR CONSTRUCTION" (LATEST EDITION) AND BECOME FAMILIAR WITH THE CONTENTS PRIOR TO COMMENCING WORK, AND, UNLESS OTHERWISE NOTED, ALL WORK SHALL CONFORM AS APPLICABLE TO THESE STANDARDS AND SPECIFICATIONS.2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FURNISHING ALL MATERIAL AND LABOR TO CONSTRUCT THE FACILITY AS SHOWN AND DESCRIBED IN THE CONSTRUCTION DOCUMENTS IN ACCORDANCE WITH THE APPROPRIATE APPROVING AUTHORITIES, SPECIFICATIONS AND REQUIREMENTS. CONTRACTOR SHALL CLEAR AND GRUB ALL AREAS UNLESS OTHERWISE INDICATED, REMOVING TREES, STUMPS, ROOTS, MUCK,EXISTING PAVEMENT AND ALL OTHER DELETERIOUS MATERIAL.3. THE EXISTING SUBSURFACE UTILITY INFORMATION IN THIS PLAN IS QUALITY LEVEL "D" UNLESS OTHERWISE NOTED. THIS QUALITY LEVEL WAS DETERMINED ACCORDING TO THE GUIDELINES OF CI/ACSE 38/02,ENTITLED STANDARD GUIDELINES FOR THE COLLECTION AND DEPICTION OF SUBSURFACE QUALITY DATA BY THE FHA. EXISTING UTILITIES SHOWN ARE LOCATED ACCORDING TO THE INFORMATION AVAILABLE TO THE ENGINEER AT THE TIME OF THE TOPOGRAPHIC SURVEY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR THE ENGINEER. GUARANTEE IS NOT MADE THAT ALL EXISTING UNDERGROUND UTILITIES ARE SHOWN OR THAT THE LOCATION OF THOSE SHOWN ARE ENTIRELY ACCURATE. FINDING THE ACTUAL LOCATION OF ANY EXISTING UTILITIES IS THE CONTRACTOR'S RESPONSIBILITY AND SHALL BE DONE BEFORE COMMENCING ANY WORK IN THE VICINITY. FURTHERMORE,THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES DUE TO THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES.THE OWNER OR ENGINEER WILL ASSUME NO LIABILITY FOR ANY DAMAGES SUSTAINED OR COST INCURRED BECAUSE OF THE OPERATIONS IN THE VICINITY OF EXISTING UTILITIES OR STRUCTURES, NOR FOR TEMPORARY BRACING AND SHORING OF SAME. IF IT IS NECESSARY TO SHORE, BRACE, SWING OR RELOCATE A UTILITY, THE UTILITY COMPANY OR DEPARTMENT AFFECTED SHALL BE CONTACTED AND THEIR PERMISSION OBTAINED REGARDING THE METHOD TO USE FOR SUCH WORK.4. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE VARIOUS UTILITY COMPANIES WHICH MAY HAVE BURIED OR AERIAL UTILITIES WITHIN OR NEAR THE CONSTRUCTION AREA BEFORE COMMENCING WORK. THE CONTRACTOR SHALL PROVIDE 48 HOURS MINIMUM NOTICE TO ALL UTILITY COMPANIES PRIOR TO BEGINNING CONSTRUCTION.5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL REQUIRED CONSTRUCTION PERMITS AND BONDS IF REQUIRED PRIOR TO CONSTRUCTION.6. THE CONTRACTOR SHALL HAVE AVAILABLE AT THE JOB SITE AT ALL TIMES ONE COPY OF THE CONSTRUCTION DOCUMENTS INCLUDING PLANS, SPECIFICATIONS, GEOTECHNICAL REPORT AND SPECIAL CONDITIONS AND COPIES OF ANY REQUIRED CONSTRUCTION PERMITS.7. ANY DISCREPANCIES ON THE DRAWINGS SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE OWNER AND ENGINEER BEFORE COMMENCING WORK. NO FIELD CHANGES OR DEVIATIONS FROM DESIGN ARE TO BE MADE WITHOUT PRIOR APPROVAL OF THE OWNER AND NOTIFICATION TO THE ENGINEER.8. ALL COPIES OF COMPACTION, CONCRETE AND OTHER REQUIRED TEST RESULTS ARE TO BE SENT TO THE OWNER DIRECTLY FROM THE TESTING AGENCY.9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DOCUMENTING AND MAINTAINING AS-BUILT INFORMATION WHICH SHALL BE RECORDED AS CONSTRUCTION PROGRESSES OR AT THE COMPLETION OF APPROPRIATE CONSTRUCTION INTERVALS AND SHALL BE RESPONSIBLE FOR PROVIDING AS-BUILT DRAWINGS TO THE OWNER FOR THE PURPOSE OF CERTIFICATION TO JURISDICTIONAL AGENCIES AS REQUIRED. ALL AS-BUILT DATA SHALL BE COLLECTED BY A STATE OF MINNESOTA PROFESSIONAL LAND SURVEYOR WHOSE SERVICES ARE ENGAGED BY THE CONTRACTOR.10. ANY WELLS DISCOVERED ON SITE THAT WILL HAVE NO USE MUST BE PLUGGED BY A LICENSED WELL DRILLING CONTRACTOR IN A MANNER APPROVED BY ALL JURISDICTIONAL AGENCIES. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ANY WELL ABANDONMENT PERMITS REQUIRED.11. ANY WELL DISCOVERED DURING EARTH MOVING OR EXCAVATION SHALL BE REPORTED TO THE APPROPRIATE JURISDICTIONAL AGENCIES WITHIN 24 HOURS AFTER DISCOVERY IS MADE.12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THAT THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS DO NOT CONFLICT WITH ANY KNOWN EXISTING OR OTHER PROPOSED IMPROVEMENTS. IF ANY CONFLICTS ARE DISCOVERED, THE CONTRACTOR SHALL NOTIFY THE OWNER PRIOR TO INSTALLATION OF ANY PORTION OF THE SITE WORK THAT WOULD BE AFFECTED. FAILURE TO NOTIFY OWNER OF AN IDENTIFIABLE CONFLICT PRIOR TO PROCEEDING WITH INSTALLATION RELIEVES OWNER OF ANY OBLIGATION TO PAY FOR A RELATED CHANGE ORDER.13. SHOULD CONTRACTOR ENCOUNTER ANY DEBRIS LADEN SOIL, STRUCTURES NOT IDENTIFIED IN THE DOCUMENTS, OR OTHER SOURCE OF POTENTIAL CONTAMINATION, THEY SHALL IMMEDIATELY CONTACT THE ENGINEER AND OWNER.TYPICAL OWNER/ ENGINEER OBSERVATIONS CONTRACTOR SHALL NOTIFY OWNER AND/OR ENGINEER 48 HOURS IN ADVANCE OF THE FOLLOWING ACTIVITIES:PRE-CONSTRUCTION MEETING, SUBGRADE PREPARATION, BASE INSTALLATION ASPHALT INSTALLATION, UNDERGROUND PIPING AND UTILITIES INSTALLATION,INSTALLATION OF STRUCTURES, CHECK VALVES, HYDRANTS, METERS, ETC., SIDEWALK INSTALLATION, CONNECTIONS TO WATER AND SEWER MAINS, TESTS OF UTILITIES 3RD PARTY TEST REPORTS REQ'D TEST REPORTS REQUIRED FOR CLOSE OUT INCLUDE, BUT ARE NOT LIMITED TO:DENSITY TEST REPORTS BACTERIOLOGICAL TESTS OF WATER SYSTEM PRESSURE TEST OF WATER/SEWER LEAK TESTS ON SEWER SYSTEM AND GREASE TRAPS ANY OTHER TESTING REQUIRED BY THE AGENCY/MUNICIPALITY WATER STORM SEWER & SANITARY SEWER NOTES 1. THE CONTRACTOR SHALL CONSTRUCT GRAVITY SEWER LATERALS, MANHOLES, GRAVITY SEWER LINES, AND DOMESTIC WATER AND FIRE PROTECTION SYSTEM AS SHOWN ON THESE PLANS. THE CONTRACTOR SHALL FURNISH ALL NECESSARY MATERIALS, EQUIPMENT, MACHINERY, TOOLS, MEANS OF TRANSPORTATION AND LABOR NECESSARY TO COMPLETE THE WORK IN FULL AND COMPLETE ACCORDANCE WITH THE SHOWN, DESCRIBED AND REASONABLY INTENDED REQUIREMENTS OF THE CONTRACT DOCUMENTS AND JURISDICTIONAL AGENCY REQUIREMENTS. IN THE EVENT THAT THE CONTRACT DOCUMENTS AND THE JURISDICTIONAL AGENCY REQUIREMENTS ARE NOT IN AGREEMENT, THE MOST STRINGENT SHALL GOVERN.2. ALL EXISTING UNDERGROUND UTILITY LOCATIONS SHOWN ARE APPROXIMATE. THE CONTRACTOR SHALL COMPLY WITH ALL REQUIREMENTS FOR UTILITY LOCATION AND COORDINATION IN ACCORDANCE WITH THE NOTES CONTAINED IN THE GENERAL CONSTRUCTION SECTION OF THIS SHEET.3. THE CONTRACTOR SHALL RESTORE ALL DISTURBED VEGETATION IN KIND, UNLESS SHOWN OTHERWISE.4. DEFLECTION OF PIPE JOINTS AND CURVATURE OF PIPE SHALL NOT EXCEED THE MANUFACTURER'S SPECIFICATIONS. SECURELY CLOSE ALL OPEN ENDS OF PIPE AND FITTINGS WITH A WATERTIGHT PLUG WHEN WORK IS NOT IN PROGRESS. THE INTERIOR OF ALL PIPES SHALL BE CLEAN AND JOINT SURFACES WIPED CLEAN AND DRY AFTER THE PIPE HAS BEEN LOWERED INTO THE TRENCH. VALVES SHALL BE PLUMB AND LOCATED ACCORDING TO THE PLANS.5. ALL PIPE AND FITTINGS SHALL BE CAREFULLY STORED FOLLOWING MANUFACTURER'S RECOMMENDATIONS. CARE SHALL BE TAKEN TO AVOID DAMAGE TO THE COATING OR LINING IN ANY D.I.PIPE FITTINGS. ANY PIPE OR FITTING WHICH IS DAMAGED OR WHICH HAS FLAWS OR IMPERFECTIONS WHICH, IN THE OPINION OF THE ENGINEER OR OWNER, RENDERS IT UNFIT FOR USE, SHALL NOT BE USED.ANY PIPE NOT SATISFACTORY FOR USE SHALL BE CLEARLY MARKED AND IMMEDIATELY REMOVED FROM THE JOB SITE, AND SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE.6. WATER FOR FIRE FIGHTING SHALL BE MADE AVAILABLE FOR USE BY THE CONTRACTOR PRIOR TO COMBUSTIBLES BEING BROUGHT ON SITE.7. ALL UTILITY AND STORM DRAIN TRENCHES LOCATED UNDER AREAS TO RECEIVE PAVING SHALL BE COMPLETELY BACK FILLED IN ACCORDANCE WITH THE GOVERNING JURISDICTIONAL AGENCY'S SPECIFICATIONS. IN THE EVENT THAT THE CONTRACT DOCUMENTS AND THE JURISDICTIONAL AGENCY REQUIREMENTS ARE NOT IN AGREEMENT, THE MOST STRINGENT SHALL GOVERN.8. UNDERGROUND LINES SHALL BE SURVEYED BY A STATE OF MINNESOTA PROFESSIONAL LAND SURVEYOR PRIOR TO BACK FILLING.9. CONTRACTOR SHALL PERFORM, AT HIS OWN EXPENSE, ANY AND ALL TESTS REQUIRED BY THE SPECIFICATIONS AND/OR ANY AGENCY HAVING JURISDICTION. THESE TESTS MAY INCLUDE, BUT MAY NOT BE LIMITED TO, INFILTRATION AND EXFILTRATION, TELEVISION INSPECTION AND A MANDREL TEST ON GRAVITY SEWER. A COPY OF THE TEST RESULTS SHALL BE PROVIDED TO THE UTILITY PROVIDER, OWNER AND JURISDICTIONAL AGENCY AS REQUIRED.10. CONTRACTOR SHALL PROVIDE FOR A MINIMUM HORIZONTAL CLEARANCE OF 10' AND A VERTICAL CLEARANCE OF 18" BETWEEN WATER AND SANITARY SEWER MANHOLES AND LINES.11. IF ANY EXISTING STRUCTURES TO REMAIN ARE DAMAGED DURING CONSTRUCTION IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO REPAIR AND/OR REPLACE THE EXISTING STRUCTURE AS NECESSARY TO RETURN IT TO EXISTING CONDITIONS OR BETTER.12. ALL STORM PIPE ENTERING STRUCTURES SHALL BE GROUTED TO ASSURE CONNECTION AT STRUCTURE IS WATERTIGHT UNLESS OTHERWISE STATED BY CITY AND STATE DESIGN STANDARDS AND SPECIFICATIONS.13. UNLESS OTHERWISE STATED IN CITY AND STATE DESIGN STANDARDS AND SPECIFICATIONS, ALL STORM SEWER MANHOLES IN PAVED AREAS SHALL BE FLUSH WITH PAVEMENT, AND SHALL HAVE TRAFFIC BEARING RING & COVERS. MANHOLES IN UNPAVED AREAS SHALL BE 6" ABOVE FINISH GRADE. LIDS SHALL BE LABELED "STORM SEWER". EXISTING CASTINGS AND STRUCTURES WITHIN PROJECT LIMITS SHALL BE ADJUSTED TO MEET THESE CONDITIONS AND THE PROPOSED FINISHED GRADE.14. TOPOGRAPHIC INFORMATION IS TAKEN FROM A TOPOGRAPHIC SURVEY BY LAND SURVEYORS. IF THE CONTRACTOR DOES NOT ACCEPT EXISTING TOPOGRAPHY AS SHOWN ON THE PLANS, WITHOUT EXCEPTION, THEN THE CONTRACTOR SHALL SUPPLY, AT THEIR EXPENSE, A TOPOGRAPHIC SURVEY BY A REGISTERED LAND SURVEYOR TO THE OWNER FOR REVIEW. 15. CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE GOVERNING CODES AND BE CONSTRUCTED TO SAME.16. ALL STORM STRUCTURES SHALL HAVE A SMOOTH UNIFORM POURED MORTAR FROM INVERT IN TO INVERT OUT.17. ROOF DRAINS SHALL BE CONNECTED TO STORM SEWER BY PREFABRICATED WYES OR AT STORM STRUCTURES. ROOF DRAINS AND TRUCK WELL DRAIN SHALL RUN AT A MINIMUM 1% SLOPE, UNLESS NOTED OTHERWISE, AND TIE IN AT THE CENTERLINE OF THE STORM MAIN.18. ALL ROOF AND SANITARY SEWER DRAINS SHALL BE INSULATED IF 7' OF COVER CANNOT BE PROVIDED.19. THE CONTRACTOR SHALL PROTECT EXISTING UNDERGROUND UTILITIES AND APPURTENANCES THAT ARE TO REMAIN FROM DAMAGE DURING CONSTRUCTION OPERATIONS.20. THE LOCATION OF EXISTING UTILITIES, STORM DRAINAGE STRUCTURES AND OTHER ABOVE AND BELOW-GRADE IMPROVEMENTS ARE APPROXIMATE AS SHOWN. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE EXACT LOCATION, SIZE AND INVERT ELEVATIONS OF EACH PRIOR TO THE START OF CONSTRUCTION.21. A MINIMUM OF 5' SEPARATION IS REQUIRED BETWEEN UTILITIES AND TREES UNLESS A ROOT BARRIER IS UTILIZED.22. GAS, PHONE AND ELECTRIC SERVICES SHOWN FOR INFORMATIONAL PURPOSES ONLY. DRY UTILITY COMPANIES MAY ALTER THE DESIGN LAYOUT DURING THEIR REVIEW. CONTRACTOR TO COORDINATE FINAL DESIGN AND INSTALLATION WITH UTILITY COMPANIES.23. COORDINATE UTILITY INSTALLATION WITH IRRIGATION DESIGN AND INSTALLATION.24. ALL DIMENSIONS ARE TO FLOW LINE OF CURB UNLESS OTHERWISE NOTED. PERIMETER WALL DIMENSIONS ARE TO INSIDE WALL FACE. REFERENCE ARCHITECTURAL PLANS FOR EXACT WALL WIDTH AND SPECIFICATIONS.25. REFERENCE ARCHITECTURAL PLANS (BY OTHERS). FOR EXACT BUILDING DIMENSIONS, AND MATERIALS SPECIFICATIONS.26. REFERENCE M.E.P. PLANS (BY OTHERS) FOR MECHANICAL EQUIPMENT DIMENSIONS AND SPECIFICATIONS.27. CONTRACTOR SHALL REFERENCE STRUCTURAL PLANS (BY OTHERS) FOR MECHANICAL EQUIPMENT DIMENSIONS AND PAD PREPARATION SPECIFICATIONS.28. CONTRACTOR SHALL REFERENCE M.E.P PLANS (BY OTHERS) FOR LIGHT POLE WIRING.GRADING AND DRAINAGE NOTES 1. GENERAL CONTRACTOR AND ALL SUBCONTRACTORS SHALL VERIFY THE SUITABILITY OF ALL EXISTING AND PROPOSED SITE CONDITIONS INCLUDING GRADES AND DIMENSIONS BEFORE START OF CONSTRUCTION.THE ENGINEER SHALL BE NOTIFIED IMMEDIATELY OF ANY DISCREPANCIES.2. THE CONTRACTOR SHALL GRADE THE SITE TO THE ELEVATIONS INDICATED AND SHALL ADJUST BMP'S AS NECESSARY AND REGRADE WASHOUTS WHERE THEY OCCUR AFTER EVERY RAINFALL UNTIL A GRASS STAND IS WELL ESTABLISHED OR ADEQUATE STABILIZATION OCCURS.3. CONTRACTOR SHALL ENSURE THERE IS POSITIVE DRAINAGE FROM THE PROPOSED BUILDINGS SO THAT SURFACE RUNOFF WILL DRAIN BY GRAVITY TO NEW OR EXISTING DRAINAGE OUTLETS. CONTRACTOR SHALL ENSURE NO PONDING OCCURS IN PAVED AREAS AND SHALL NOTIFY ENGINEER IF ANY GRADING DISCREPANCIES ARE FOUND IN THE EXISTING AND PROPOSED GRADES PRIOR TO PLACEMENT OF PAVEMENT OR UTILITIES. 4. CONTRACTOR SHALL PROTECT ALL MANHOLE COVERS, VALVE COVERS, VAULT LIDS, FIRE HYDRANTS, POWER POLES, GUY WIRES, AND TELEPHONE BOXES THAT ARE TO REMAIN IN PLACE AND UNDISTURBED DURING CONSTRUCTION. EXISTING CASTINGS AND STRUCTURES TO REMAIN SHALL BE ADJUSTED TO MATCH THE PROPOSED FINISHED GRADES.5. BACKFILL FOR UTILITY LINES SHALL BE PLACED PER DETAILS, STANDARDS, AND SPECIFICATIONS SO THAT THE UTILITY WILL BE STABLE. WHERE UTILITY LINES CROSS THE PARKING LOT, THE TOP 6 INCHES SHALL BE COMPACTED SIMILARLY TO THE REMAINDER OF THE LOT. UTILITY DITCHES SHALL BE VISUALLY INSPECTED DURING THE EXCAVATION PROCESS TO ENSURE THAT UNDESIRABLE FILL IS NOT USED.6. CONTRACTOR IS RESPONSIBLE FOR THE REMOVAL AND REPLACEMENT OF 4" OF TOPSOIL AT COMPLETION OF WORK. ALL UNPAVED AREAS IN EXISTING RIGHTS-OF-WAY DISTURBED BY CONSTRUCTION SHALL BE REGRADED AND SODDED.7. AFTER PLACEMENT OF SUBGRADE AND PRIOR TO PLACEMENT OF PAVEMENT, CONTRACTOR SHALL TEST AND OBSERVE PAVEMENT AREAS FOR EVIDENCE OF PONDING. ALL AREAS SHALL ADEQUATELY DRAIN TOWARDS THE INTENDED STRUCTURE TO CONVEY STORM RUNOFF. CONTRACTOR SHALL IMMEDIATELY NOTIFY OWNER AND ENGINEER IF ANY DISCREPANCIES ARE DISCOVERED.8. WHERE EXISTING PAVEMENT IS INDICATED TO BE REMOVED AND REPLACED, THE CONTRACTOR SHALL SAW CUT FULL DEPTH FOR A SMOOTH AND STRAIGHT JOINT AND REPLACE THE PAVEMENT WITH THE SAME TYPE AND DEPTH OF MATERIAL AS EXISTING OR AS INDICATED.9. THE CONTRACTOR SHALL INSTALL PROTECTION OVER ALL DRAINAGE STRUCTURES FOR THE DURATION OF CONSTRUCTION AND UNTIL ACCEPTANCE OF THE PROJECT BY THE OWNER. ALL DRAINAGE STRUCTURES SHALL BE CLEANED OF DEBRIS AS REQUIRED DURING AND AT THE END OF CONSTRUCTION TO PROVIDE POSITIVE DRAINAGE FLOWS.10. IF DEWATERING IS REQUIRED, THE CONTRACTOR SHALL OBTAIN ANY APPLICABLE REQUIRED PERMITS.THE CONTRACTOR IS TO COORDINATE WITH THE OWNER AND THE DESIGN ENGINEER PRIOR TO ANY EXCAVATION.11. FIELD DENSITY TESTS SHALL BE TAKEN AT INTERVALS IN ACCORDANCE WITH THE LOCAL JURISDICTIONAL AGENCY OR TO MINNESOTA/DOT STANDARDS. IN THE EVENT THAT THE CONTRACT DOCUMENTS AND THE JURISDICTIONAL AGENCY REQUIREMENTS ARE NOT IN AGREEMENT, THE MOST STRINGENT SHALL GOVERN.12. ALL SLOPES AND AREAS DISTURBED BY CONSTRUCTION SHALL BE GRADED AS PER PLANS. THE AREAS SHALL THEN BE SODDED OR SEEDED AS SPECIFIED IN THE PLANS, FERTILIZED, MULCHED, WATERED AND MAINTAINED UNTIL HARDY GRASS GROWTH IS ESTABLISHED IN ALL AREAS. ANY AREAS DISTURBED FOR ANY REASON PRIOR TO FINAL ACCEPTANCE OF THE JOB SHALL BE CORRECTED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. ALL EARTHEN AREAS WILL BE SODDED OR SEEDED AND MULCHED AS SHOWN ON THE LANDSCAPING PLAN.13. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CONTROL OF DUST AND DIRT RISING AND SCATTERING IN THE AIR DURING CONSTRUCTION AND SHALL PROVIDE WATER SPRINKLING OR OTHER SUITABLE METHODS OF CONTROL. THE CONTRACTOR SHALL COMPLY WITH ALL GOVERNING REGULATIONS PERTAINING TO ENVIRONMENTAL PROTECTION.14. SOD, WHERE CALLED FOR, MUST BE INSTALLED AND MAINTAINED ON EXPOSED SLOPES WITHIN 48 HOURS OF COMPLETING FINAL GRADING, AND AT ANY OTHER TIME AS NECESSARY, TO PREVENT EROSION,SEDIMENTATION OR TURBID DISCHARGES.15. THE CONTRACTOR SHALL ENSURE THAT LANDSCAPE ISLAND PLANTING AREAS AND OTHER PLANTING AREAS ARE NOT COMPACTED AND DO NOT CONTAIN ROAD BASE MATERIALS. THE CONTRACTOR SHALL ALSO EXCAVATE AND REMOVE ALL UNDESIRABLE MATERIAL FROM ALL AREAS ON THE SITE TO BE PLANTED AND PROPERLY DISPOSED OF IN A LEGAL MANNER.16. THE CONTRACTOR SHALL INSTALL ALL UNDERGROUND STORM WATER PIPING PER MANUFACTURER'S RECOMMENDATIONS AND MINNESOTA/DOT SPECIFICATION.17. ALL CONCRETE/ ASPHALT SHALL BE INSTALLED PER GEOTECH REPORT, CITY OF OTSEGO AND MINNESOTA/DOT SPECIFICATIONS.18. SPOT ELEVATIONS ARE TO FLOWLINE OF CURB UNLESS OTHERWISE NOTED.19. LIMITS OF CONSTRUCTION ARE TO THE PROPERTY LINE UNLESS OTHERWISE SPECIFIED ON THE PLAN.20. IMMEDIATELY REPORT TO THE OWNER ANY DISCREPANCIES FOUND BETWEEN ACTUAL FIELD CONDITIONS AND CONSTRUCTION DOCUMENTS. 21. THE CONTRACTOR IS RESPONSIBLE FOR LOCATING AND PROTECTING EXISTING UTILITIES, AND SHALL REPAIR ALL DAMAGE TO EXISTING UTILITIES THAT OCCUR DURING CONSTRUCTION WITHOUT COMPENSATION. 22. BLEND NEW EARTHWORK SMOOTHLY TO TRANSITION BACK TO EXISTING GRADE. 23. ALL PROPOSED GRADES ONSITE SHALL BE 3:1 OR FLATTER UNLESS OTHERWISE INDICATED ON THE PLANS.ANY SLOPES STEEPER THAN 4:1 REQUIRE EROSION AND SEDIMENT CONTROL BLANKET.24. ADHERE TO ALL TERMS AND CONDITIONS AS NECESSARY IN THE GENERAL N.P.D.E.S. PERMIT AND STORMWATER POLLUTION PREVENTION PLAN FOR STORMWATER DISCHARGE ASSOCIATED WITH CONSTRUCTION ACTIVITIES.25. ADJUST AND/OR CUT EXISTING PAVEMENT AS NECESSARY TO ASSURE A SMOOTH FIT AND CONTINUOUS GRADE.26. CONTRACTOR SHALL ENSURE MINIMUM GRADES ARE MET WITHIN PAVED AREAS, 1.2% FOR ASPHALT PAVING AND 0.6% FOR CONCRETE PAVING.EROSION CONTROL NOTES 1. THE STORM WATER POLLUTION PREVENTION PLAN ("SWPPP") IS COMPRISED OF THE EROSION CONTROL PLAN, THE STANDARD DETAILS, THE PLAN NARRATIVE, ATTACHMENTS INCLUDED IN THE SPECIFICATIONS OF THE SWPPP, PLUS THE PERMIT AND ALL SUBSEQUENT REPORTS AND RELATED DOCUMENTS.2. ALL CONTRACTORS AND SUBCONTRACTORS INVOLVED WITH STORM WATER POLLUTION PREVENTION SHALL OBTAIN A COPY OF THE STORM WATER POLLUTION PREVENTION PLAN AND THE STATE OF MINNESOTA NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM GENERAL PERMIT (NPDES PERMIT)AND BECOME FAMILIAR WITH THEIR CONTENTS.3. BEST MANAGEMENT PRACTICES (BMP'S) AND CONTROLS SHALL CONFORM TO FEDERAL, STATE, OR LOCAL REQUIREMENTS OR MANUAL OF PRACTICE, AS APPLICABLE. THE CONTRACTOR SHALL IMPLEMENT ADDITIONAL CONTROLS AS DIRECTED BY THE PERMITTING AGENCY OR OWNER.4. SITE ENTRY AND EXIT LOCATIONS SHALL BE MAINTAINED IN A CONDITION THAT WILL PREVENT THE TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC ROADWAYS. ALL SEDIMENT SPILLED, DROPPED,WASHED, OR TRACKED ON A PUBLIC ROADWAY MUST BE REMOVED IMMEDIATELY. WHEN WASHING IS REQUIRED TO REMOVE SEDIMENT PRIOR TO ENTRANCE ONTO A PUBLIC ROADWAY, IT SHALL BE DONE IN AN AREA STABILIZED WITH CRUSHED STONE WHICH DRAINS INTO AN APPROVED SEDIMENT BASIN. ALL FINES IMPOSED FOR DISCHARGING SEDIMENT ONTO PUBLIC AREAS SHALL BE PAID BY THE CONTRACTOR.5. TEMPORARY SEEDING OR OTHER APPROVED METHODS OF STABILIZATION SHALL BE INITIATED WITHIN 7 DAYS OF THE LAST DISTURBANCE ON ANY AREA OF THE SITE.6. THE CONTRACTOR SHALL MINIMIZE CLEARING TO THE MAXIMUM EXTENT PRACTICAL OR AS REQUIRED BY THE GENERAL PERMIT.7. CONTRACTOR SHALL DENOTE ON PLAN THE TEMPORARY PARKING AND STORAGE AREA WHICH SHALL ALSO BE USED AS THE EQUIPMENT MAINTENANCE AND CLEANING AREA, EMPLOYEE PARKING AREA, AND AREA FOR LOCATING PORTABLE FACILITIES, OFFICE TRAILERS, AND TOILET FACILITIES. 8. ALL WASH WATER (CONCRETE TRUCKS, VEHICLE CLEANING, EQUIPMENT CLEANING, ETC.) SHALL BE DETAINED AND PROPERLY TREATED OR DISPOSED.9. SUFFICIENT OIL AND GREASE ABSORBING MATERIALS AND FLOTATION BOOMS SHALL BE MAINTAINED ON SITE OR READILY AVAILABLE TO CONTAIN AND CLEAN-UP FUEL OR CHEMICAL SPILLS AND LEAKS.10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DUST CONTROL ON SITE. THE USE OF MOTOR OILS AND OTHER PETROLEUM BASED OR TOXIC LIQUIDS FOR DUST SUPPRESSION OPERATIONS IS PROHIBITED.11. RUBBISH, TRASH, GARBAGE, LITTER, OR OTHER SUCH MATERIALS SHALL BE DEPOSITED INTO SEALED CONTAINERS. MATERIALS SHALL BE PREVENTED FROM LEAVING THE PREMISES THROUGH THE ACTION OF WIND OR STORM WATER DISCHARGE INTO DRAINAGE DITCHES OR WATERS OF THE STATE.12. ALL STORM WATER POLLUTION PREVENTION MEASURES PRESENTED ON THE PLAN SHALL BE INITIATED AS SOON AS IS PRACTICABLE.13. ALL STAGING AREAS, STOCKPILES, SPOILS, ETC. SHALL BE LOCATED SUCH THAT THEY WILL NOT ADVERSELY AFFECT STORM WATER QUALITY. OTHERWISE, COVERING OR ENCIRCLING THESE AREAS WITH SOME PROTECTIVE MEASURE WILL BE NECESSARY.14. CONTRACTOR SHALL BE RESPONSIBLE FOR RE-ESTABLISHING ANY EROSION CONTROL DEVICE WHICH THEY DISTURB. EACH CONTRACTOR SHALL NOTIFY THE OWNER'S REPRESENTATIVE OF ANY DEFICIENCIES IN THE ESTABLISHED EROSION CONTROL MEASURES THAT MAY LEAD TO UNAUTHORIZED DISCHARGE OR STORM WATER POLLUTION, SEDIMENTATION, OR OTHER POLLUTANTS. UNAUTHORIZED POLLUTANTS INCLUDE (BUT ARE NOT LIMITED TO) EXCESS CONCRETE DUMPING OR CONCRETE RESIDUE, PAINTS,SOLVENTS, GREASES, FUEL AND LUBRICANT OIL, PESTICIDES, AND ANY SOLID WASTE MATERIALS.15. EROSION CONTROL DEVICES SHOWN ON THESE PLANS SHALL BE INSTALLED PRIOR TO THE START OF LAND-DISTURBING ACTIVITIES ON THE PROJECT.16. ALL EROSION CONTROL DEVICES ARE TO BE INSTALLED IN ACCORDANCE WITH THE APPROVED PLANS AND SPECIFICATIONS FOR THIS PROJECT. CHANGES ARE TO BE APPROVED BEFORE CONSTRUCTION BY THE DESIGN ENGINEER AND THE CITY OF OTSEGO ENGINEERING DIVISION.17. IF THE EROSION CONTROL PLAN AS APPROVED CANNOT CONTROL EROSION AND OFF- SITE SEDIMENTATION FROM THE PROJECT, THE EROSION CONTROL PLAN WILL HAVE TO BE REVISED AND/OR ADDITIONAL EROSION CONTROL DEVICES WILL BE REQUIRED ON SITE. ANY REVISIONS TO THE EROSION CONTROL PLAN MADE BY THE CONTRACTOR MUST BE APPROVED BY THE ENGINEER.EROSION CONTROL MAINTENANCE ALL MEASURES STATED ON THE EROSION AND SEDIMENT CONTROL PLAN, AND IN THE STORM WATER POLLUTION PREVENTION PLAN, SHALL BE MAINTAINED IN FULLY FUNCTIONAL CONDITION AS REQUIRED BY ALL JURISDICTIONS UNTIL NO LONGER REQUIRED FOR A COMPLETED PHASE OF WORK OR FINAL STABILIZATION OF THE SITE. ALL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE CHECKED BY A CERTIFIED PERSON AT LEAST ONCE EVERY 7 CALENDAR DAYS AND WITHIN 24 HOURS OF THE END OF A 0.5" RAINFALL EVENT, AND CLEANED AND REPAIRED IN ACCORDANCE WITH THE FOLLOWING:INLET PROTECTION DEVICES AND BARRIERS SHALL BE REPAIRED OR REPLACED IF THEY SHOW SIGNS OF UNDERMINING, OR DETERIORATION.1. ALL SEEDED AREAS SHALL BE CHECKED REGULARLY TO SEE THAT A GOOD STAND IS MAINTAINED. AREAS SHOULD BE FERTILIZED, WATERED AND RESEEDED AS NEEDED. FOR MAINTENANCE REQUIREMENTS REFER TO THE STANDARD SPECIFICATIONS.2. SILT FENCES SHALL BE REPAIRED TO THEIR ORIGINAL CONDITIONS IF DAMAGED. SEDIMENT SHALL BE REMOVED FROM THE SILT FENCES WHEN IT REACHES ONE-THIRD THE HEIGHT OF THE SILT FENCE. 3. THE CONSTRUCTION ENTRANCE(S) SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOW OF MUD ONTO PUBLIC RIGHTS-OF-WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING OF THE CONSTRUCTION ENTRANCES AS CONDITIONS DEMAND.4. THE TEMPORARY PARKING AND STORAGE AREA SHALL BE KEPT IN GOOD CONDITION (SUITABLE FOR PARKING AND STORAGE). THIS MAY REQUIRE PERIODIC TOP DRESSING OF THE TEMPORARY PARKING AS CONDITIONS DEMAND.5. ALL MAINTENANCE OPERATIONS SHALL BE DONE IN A TIMELY MANNER BUT IN NO CASE LATER THAN 2 CALENDAR DAYS FOLLOWING THE INSPECTION.PAVING AND STRIPING NOTES 1. ALL PAVING, CONSTRUCTION, MATERIALS, AND WORKMANSHIP WITHIN JURISDICTION'S RIGHT-OF-WAY SHALL BE IN ACCORDANCE WITH LOCAL OR COUNTY SPECIFICATIONS AND STANDARDS (LATEST EDITION)OR MINNESOTA/DOT SPECIFICATIONS AND STANDARDS (LATEST EDITION) IF NOT COVERED BY LOCAL OR COUNTY REGULATIONS.2. ALL SIGNS, PAVEMENT MARKINGS, AND OTHER TRAFFIC CONTROL DEVICES SHALL CONFORM TO MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (M. U.T.C.D) AND CITY STANDARDS.3. CONTRACTOR SHALL FURNISH ALL PAVEMENT MARKINGS FOR FIRE LANES, ROADWAY LANES, PARKING STALLS, ACCESSIBLE PARKING SYMBOLS, ACCESS AISLES, STOP BARS AND SIGNS, AND MISCELLANEOUS STRIPING WITHIN THE PARKING LOT AS SHOWN ON THE PLANS.4. ALL EXPANSION JOINTS SHALL EXTEND THROUGH THE CURB. 5. THE MINIMUM LENGTH OF OFFSET JOINTS AT RADIUS POINTS SHALL BE 2 FEET.6. ALL JOINTS, INCLUDING EXPANSION JOINTS WITH REMOVABLE TACK STRIPS, SHALL BE SEALED WITH JOINT SEALANT. 7. THE MATERIALS AND PROPERTIES OF ALL CONCRETE SHALL MEET THE APPLICABLE REQUIREMENTS IN THE A.C.I. (AMERICAN CONCRETE INSTITUTE) MANUAL OF CONCRETE PRACTICE.8. CONTRACTOR SHALL APPLY A SECOND COATING OVER ALL PAVEMENT MARKINGS PRIOR TO ACCEPTANCE BY OWNER FOLLOWED BY A COAT OF GLASS BEADS AS APPLICABLE PER THE PROJECT DOCUMENTS.9. ANY EXISTING PAVEMENT, CURBS AND/OR SIDEWALKS DAMAGED OR REMOVED WILL BE 20. 0' 20. 0' 9559 5 5 955955955 955 955 955 955 955955955 955955955 955955 955 960 96096 0 960960960960960960960960960960960960 960 960 96 0 960 9 60 960 960 960 96096096 0 960 960 960 960965 965 965965 96 5 9 6 5 965 965 970 970 97 0 970970970 975 975 951 951951951 9519 5 1952952952952 952 952 95 2 952 952 952952952952952952 953953953953 953 95 3 953 953 953953953953953953 953 954954954 954954 954 954 954 954 954 954954 954954954 954 954 956956956 956956 956 956 956 956 956956 956 956956 956 956956 956957957957957957 957 957 957 957 957957 957 9579 5 7 9 5 7 957957 9579 5 8 958 958 958 958958958958 958 958 95 8 958958 958958958 958 9589 5 8 958 958 9 5 8 958958 958 9589589 5 9 959 959 959 959959 959959959959959959959 959 959 95 9 959959 959 959 959959959959959 959 959 959 961961961961961 961961 961 961 961 961 9 6 1961961961 961 961961 9 6 1 961 961 961 961 962962962 962962 962962962 96 2 96 2 962 962962 962 962962 962 962962962962962 96 2 962 963 963963963963 963963963963963 96 3 96 3 963 9 6 3 963 963 963963963 964964964 964 964 964964964 964 9 6 4 964 964 964964966 966 966966 96 6 9 6 6 966966 967 967 967 967 967967 96 8968968968 968 96896 9 969 969 969969969 971 971971 971971 972 972 972 973 973 974 974 976 976976 976 977977955 955 960 960960 960960965 965 965 965965970970 970 970970970 975975 975975 955 960 965 970 975 955960965 LIMIT OF EXISTING WETLANDS 20' WETLAND BUFFER LIMIT OF EXISTING WETLANDS 20' WETLAND BUFFER 979978 977 976 975 975974973 973 971 972 97 3 REFER TO PUBLIC IMPROVEMENT PLANS SF SF SF SF SF SF SFSF SF SF SF SFSFSFSFSFSFSFSF SF SF SF SF SF SF SF SF SF SF SFSFSFTEMPORARY SEDIMENTATION BASIN 17,000 SF SEE SHEET C201 FOR THIS AREA SEE SHEET C202 FORTHISAREA This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.SHEET NUMBER 2022 KIMLEY-HORN AND ASSOCIATES, INC.767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COMK:\TWC_LDEV\interstate partners\otsego, mn\3 Design\CAD\plansheets\C2-DEMO PLAN.dwg January 18, 2022 - 1:37pmBYREVISIONSNo.DATEPRELIMINARY - NOT FOR CONSTRUCTIONPREPARED FOROVERALL DEMO &EROSIONCONTROL PLANC200INTERSTATE OTSEGO -DAKOTA SUPPLY GROUPINTERSTATEDEVELOPMENTOTSEGOMINNESOTADATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION ANDTHAT I AM A DULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THE STATE OFMINNESOTA.MNLIC. NO.BRIAN M. WURDEMAN01/ 18/202253113DATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT16095900801/18/2022AS SHOWNHKDHKDBMWNORTH 1. THE CONTRACTOR IS RESPONSIBLE FOR THE DEMOLITION, REMOVAL, AND DISPOSAL (IN A LOCATION APPROVED BY ALL GOVERNING AUTHORITIES) ALL STRUCTURES, PADS, WALLS, FLUMES, FOUNDATIONS, PARKING, DRIVES, DRAINAGE STRUCTURES, UTILITIES, ETC. SUCH THAT THE IMPROVEMENTS ON THE PLANS CAN BE CONSTRUCTED. ALL FACILITIES TO BE REMOVED SHALL BE UNDERCUT TO SUITABLE MATERIAL AND BROUGHT TO GRADE WITH SUITABLE COMPACTED FILL MATERIAL PER THE PROJECT DOCUMENTS.2. THE CONTRACTOR IS RESPONSIBLE FOR REMOVING ALL DEBRIS FROM THE SITE AND DISPOSING THE DEBRIS IN A LAWFUL MANNER. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL PERMITS REQUIRED FOR DEMOLITION AND DISPOSAL.CONTRACTOR SHALL PROVIDE COPIES OF THE PERMIT AND RECEIPTS OF DISPOSAL OF MATERIALS TO THE OWNER AND OWNERS REPRESENTATIVE.3. THE CONTRACTOR SHALL MAINTAIN ALL UTILITY SERVICES TO ADJACENT PROPERTIES AT ALL TIMES. UTILITY SERVICES SHALL NOT BE INTERRUPTED WITHOUT APPROVAL FROM THE CONSTRUCTION MANAGER AND COORDINATION WITH THE ADJACENT PROPERTIES AND/OR THE CITY.4. THE CONTRACTOR SHALL COORDINATE WITH RESPECTIVE UTILITY COMPANIES PRIOR TO THE REMOVAL AND/OR RELOCATION OF UTILITIES. THE CONTRACTOR SHALL COORDINATE WITH THE UTILITY COMPANY CONCERNING PORTIONS OF WORK WHICH MAY BE PERFORMED BY THE UTILITY COMPANY'S FORCES AND ANY FEES WHICH ARE TO BE PAID TO THE UTILITY COMPANY FOR THEIR SERVICES. THE CONTRACTOR IS RESPONSIBLE FOR PAYING ALL FEES AND CHARGES. 5. THE LOCATIONS OF ALL EXISTING UTILITIES SHOWN ON THE PLAN HAVE BEEN DETERMINED FROM THE BEST INFORMATION AVAILABLE AND ARE GIVEN FOR THE CONVENIENCE OF THE CONTRACTOR. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR THEIR ACCURACY. PRIOR TO THE START OF ANY DEMOLITION ACTIVITY, THE CONTRACTOR SHALL NOTIFY THE UTILITY COMPANIES FOR LOCATIONS OF EXISTING UTILITIES WITHIN ALL AREAS OF PROPOSED WORK.6. ALL EXISTING SEWERS, PIPING AND UTILITIES SHOWN ARE NOT TO BE INTERPRETED AS THE EXACT LOCATION, OR AS ANY OBSTACLES THAT MAY OCCUR ON THE SITE. VERIFY EXISTING CONDITIONS AND PROCEED WITH CAUTION AROUND ANY ANTICIPATED FEATURES. GIVE NOTICE TO ALL UTILITY COMPANIES REGARDING DESTRUCTION AND REMOVAL OF ALL SERVICE LINES AND CAP ALL LINES BEFORE PRECEDING WITH THE WORK.7. ELECTRICAL, TELEPHONE, CABLE, WATER, FIBER OPTIC, AND/OR GAS LINES NEEDING TO BE REMOVED OR RELOCATED SHALL BE COORDINATED WITH THE AFFECTED UTILITY COMPANY. ADEQUATE TIME SHALL BE PROVIDED FOR RELOCATION AND CLOSE COORDINATION WITH THE UTILITY COMPANY IS NECESSARY TO PROVIDE A SMOOTH TRANSITION IN UTILITY SERVICE.CONTRACTOR SHALL PAY CLOSE ATTENTION TO EXISTING UTILITIES WITHIN ANY ROAD RIGHT-OF-WAY DURING CONSTRUCTION.8. CONTRACTOR MUST PROTECT THE PUBLIC AT ALL TIMES WITH FENCING, BARRICADES, ENCLOSURES, ETC. (AND OTHER APPROPRIATE BEST MANAGEMENT PRACTICES) AS APPROVED BY THE CONSTRUCTION MANAGER. MAINTENANCE OF TRAFFIC CONTROL SHALL BE COORDINATED IN ACCORDANCE WITH OTSEGO, <COUNTY> COUNTY AND MINNESOTA/DOT.9. CONTRACTOR SHALL MAINTAIN ACCESS TO ALL ADJACENT PROPERTIES DURING CONSTRUCTION, AND SHALL NOTIFY ALL PROPERTIES IF ACCESS WILL BE INTERRUPTED OR ALTERED AT ANY TIME DURING CONSTRUCTION.10. PRIOR TO DEMOLITION OCCURRING, ALL EROSION CONTROL DEVICES ARE TO BE INSTALLED.11. CONTRACTOR MAY LIMIT SAW-CUT AND PAVEMENT REMOVAL TO ONLY THOSE AREAS WHERE IT IS REQUIRED AS SHOWN ON THESE CONSTRUCTION PLANS BUT IF ANY DAMAGE IS INCURRED ON ANY OF THE SURROUNDING PAVEMENT, ETC. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ITS REMOVAL AND REPAIR.12. THE CONTRACTOR SHALL COORDINATE WATER MAIN WORK WITH THE FIRE DEPT. AND THE CITY WATER DEPARTMENT TO PLAN PROPOSED IMPROVEMENTS AND TO ENSURE ADEQUATE FIRE PROTECTION IS CONSTANTLY AVAILABLE TO THE SITE THROUGHOUT THIS SPECIFIC WORK AND THROUGH ALL PHASES OF CONSTRUCTION. CONTRACTOR WILL BE RESPONSIBLE FOR ARRANGING/PROVIDING ANY REQUIRED WATER MAIN SHUT OFFS WITH THE CITY OF OTSEGO DURING CONSTRUCTION. ANY COSTS ASSOCIATED WITH WATER MAIN SHUT OFFS WILL BE THE RESPONSIBILITY 955 955 960 960 960 965 965 965 970 970 970 975975 951 952 953 954 956 956956 957 957957 958 958958 959 959959 961 961 961 962962962 963 963 963 964 964 964 966 966 966 967 967 967 968 968 968 969 969 969 971 971 971 972 972 972 9 7 3 973 973 973 9 7 3 973973974 974 974 974955 960 965 970 975 956 957 958 959 961 962 963 964 966 967 968 969 971 972 973 974 SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF S F SF SF SF SF SFSFSFSFSFSFSFSFSF SF SF SF SF S F SF SF LIMIT OF EXISTING WETLANDS 20' WETLAND BUFFER PROPOSED DIVERSION DITCH PROPOSED DIVERSION DITCH PROPOSED CHECK DAM (TYP.) PROPOSED CHECK DAM (TYP.) PROPOSED DOUBLE ROW OF SILT FENCE ALONG WETLAND PROPOSED SILT FENCE PROPOSED SILT FENCE PROPOSED CONSTRUCTION ENTRANCE LIMITS OF DISTURBANCE LIMITS OF DISTURBANCE REFER TO PUBLIC IMPROVEMENT PLANS EXISTING STORM SEWER TO REMAIN AND BE PROTECTED THROUGHOUT CONSTRUCTION This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.SHEET NUMBER 2022 KIMLEY-HORN AND ASSOCIATES, INC.767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COMK:\TWC_LDEV\interstate partners\otsego, mn\ 3 Design\CAD\plansheets\C2.1-DEMO PLAN.dwg January 18, 2022 - 1:37pmBYREVISIONSNo. DATEPRELIMINARY - NOT FOR CONSTRUCTIONPREPARED FORDEMO & EROSIONCONTROL PLANC201INTERSTATE OTSEGO -DAKOTA SUPPLY GROUPINTERSTATEDEVELOPMENTOTSEGOMINNESOTADATE:I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION ANDTHAT I AM A DULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THE STATE OFMINNESOTA.MNLIC. NO.BRIAN M. WURDEMAN01/18/202253113DATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT16095900801/18/2022AS SHOWNHKDHKDBMW1. THE CONTRACTOR IS RESPONSIBLE FOR THE DEMOLITION, REMOVAL, AND DISPOSAL (IN A LOCATION APPROVED BY ALL GOVERNING AUTHORITIES) ALL STRUCTURES, PADS, WALLS, FLUMES, FOUNDATIONS, PARKING, DRIVES, DRAINAGE STRUCTURES, UTILITIES, ETC. SUCH THAT THE IMPROVEMENTS ON THE PLANS CAN BE CONSTRUCTED. ALL FACILITIES TO BE REMOVED SHALL BE UNDERCUT TO SUITABLE MATERIAL AND BROUGHT TO GRADE WITH SUITABLE COMPACTED FILL MATERIAL PER THE PROJECT DOCUMENTS. 2. THE CONTRACTOR IS RESPONSIBLE FOR REMOVING ALL DEBRIS FROM THE SITE AND DISPOSING THE DEBRIS IN A LAWFUL MANNER. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL PERMITS REQUIRED FOR DEMOLITION AND DISPOSAL.CONTRACTOR SHALL PROVIDE COPIES OF THE PERMIT AND RECEIPTS OF DISPOSAL OF MATERIALS TO THE OWNER AND OWNERS REPRESENTATIVE.3. THE CONTRACTOR SHALL MAINTAIN ALL UTILITY SERVICES TO ADJACENT PROPERTIES AT ALL TIMES. UTILITY SERVICES SHALL NOT BE INTERRUPTED WITHOUT APPROVAL FROM THE CONSTRUCTION MANAGER AND COORDINATION WITH THE ADJACENT PROPERTIES AND/OR THE CITY.4. THE CONTRACTOR SHALL COORDINATE WITH RESPECTIVE UTILITY COMPANIES PRIOR TO THE REMOVAL AND/OR RELOCATION OF UTILITIES. THE CONTRACTOR SHALL COORDINATE WITH THE UTILITY COMPANY CONCERNING PORTIONS OF WORK WHICH MAY BE PERFORMED BY THE UTILITY COMPANY'S FORCES AND ANY FEES WHICH ARE TO BE PAID TO THE UTILITY COMPANY FOR THEIR SERVICES. THE CONTRACTOR IS RESPONSIBLE FOR PAYING ALL FEES AND CHARGES.5. THE LOCATIONS OF ALL EXISTING UTILITIES SHOWN ON THE PLAN HAVE BEEN DETERMINED FROM THE BEST INFORMATION AVAILABLE AND ARE GIVEN FOR THE CONVENIENCE OF THE CONTRACTOR. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR THEIR ACCURACY. PRIOR TO THE START OF ANY DEMOLITION ACTIVITY, THE CONTRACTOR SHALL NOTIFY THE UTILITY COMPANIES FOR LOCATIONS OF EXISTING UTILITIES WITHIN ALL AREAS OF PROPOSED WORK.6. ALL EXISTING SEWERS, PIPING AND UTILITIES SHOWN ARE NOT TO BE INTERPRETED AS THE EXACT LOCATION, OR AS ANY OBSTACLES THAT MAY OCCUR ON THE SITE. VERIFY EXISTING CONDITIONS AND PROCEED WITH CAUTION AROUND ANY ANTICIPATED FEATURES. GIVE NOTICE TO ALL UTILITY COMPANIES REGARDING DESTRUCTION AND REMOVAL OF ALL SERVICE LINES AND CAP ALL LINES BEFORE PRECEDING WITH THE WORK.7. ELECTRICAL, TELEPHONE, CABLE, WATER, FIBER OPTIC, AND/OR GAS LINES NEEDING TO BE REMOVED OR RELOCATED SHALL BE COORDINATED WITH THE AFFECTED UTILITY COMPANY. ADEQUATE TIME SHALL BE PROVIDED FOR RELOCATION AND CLOSE COORDINATION WITH THE UTILITY COMPANY IS NECESSARY TO PROVIDE A SMOOTH TRANSITION IN UTILITY SERVICE.CONTRACTOR SHALL PAY CLOSE ATTENTION TO EXISTING UTILITIES WITHIN ANY ROAD RIGHT-OF-WAY DURING CONSTRUCTION.8. CONTRACTOR MUST PROTECT THE PUBLIC AT ALL TIMES WITH FENCING, BARRICADES, ENCLOSURES, ETC. (AND OTHER APPROPRIATE BEST MANAGEMENT PRACTICES) AS APPROVED BY THE CONSTRUCTION MANAGER. MAINTENANCE OF TRAFFIC CONTROL SHALL BE COORDINATED IN ACCORDANCE WITH OTSEGO, <COUNTY> COUNTY AND MINNESOTA/DOT.9. CONTRACTOR SHALL MAINTAIN ACCESS TO ALL ADJACENT PROPERTIES DURING CONSTRUCTION, AND SHALL NOTIFY ALL PROPERTIES IF ACCESS WILL BE INTERRUPTED OR ALTERED AT ANY TIME DURING CONSTRUCTION.10. PRIOR TO DEMOLITION OCCURRING, ALL EROSION CONTROL DEVICES ARE TO BE INSTALLED.11. CONTRACTOR MAY LIMIT SAW-CUT AND PAVEMENT REMOVAL TO ONLY THOSE AREAS WHERE IT IS REQUIRED AS SHOWN ON THESE CONSTRUCTION PLANS BUT IF ANY DAMAGE IS INCURRED ON ANY OF THE SURROUNDING PAVEMENT, ETC. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ITS REMOVAL AND REPAIR.12. THE CONTRACTOR SHALL COORDINATE WATER MAIN WORK WITH THE FIRE DEPT. AND THE CITY WATER DEPARTMENT TO PLAN PROPOSED IMPROVEMENTS AND TO ENSURE ADEQUATE FIRE PROTECTION IS CONSTANTLY AVAILABLE TO THE SITE THROUGHOUT THIS SPECIFIC WORK AND THROUGH ALL PHASES OF CONSTRUCTION. CONTRACTOR WILL BE RESPONSIBLE FORARRANGING/ PROVIDING ANY REQUIRED WATER MAIN SHUT OFFS WITH THE CITY OF OTSEGO DURING CONSTRUCTION.ANY COSTS ASSOCIATED WITH WATER MAIN SHUT OFFS WILL BE THE RESPONSIBILITY OF THE CONTRACTOR AND NO 960960 965965970970970 975975959961961962962963963964964966966967967968968969969 969 971971971 972973973 9 73974974 955960965952953954956957958959961962963964 966 SF SF SF SF SF SF SF SF SF SFSFSFSFSFSFSFSFSFSFSFSFSF SF SF SF SFSF SF SF SF SF SF SF SFTEMPORARY SEDIMENTATION BASIN 17,000 SF LIMIT OF EXISTING WETLANDS 20' WETLAND BUFFER PROPOSED DIVERSION DITCH PROPOSED CHECK DAM (TYP.) PROPOSED SILT FENCE PROPOSED DOUBLE ROW OF SILT FENCE ALONG WETLAND PROPOSED DIVERSION DITCH PROPOSED CHECK DAM (TYP.) LIMITS OF DISTURBANCE LIMITS OF DISTURBANCE PROPOSED SILT FENCE LIMITS OF DISTURBANCE This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.SHEET NUMBER 2022 KIMLEY-HORN AND ASSOCIATES, INC.767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COMK:\TWC_LDEV\interstate partners\otsego, mn\3 Design\CAD\plansheets\C2.1-DEMO PLAN.dwg January 18, 2022 - 1:37pmBYREVISIONSNo.DATEPRELIMINARY - NOT FOR CONSTRUCTIONNORTH PREPARED FORDEMO & EROSIONCONTROL PLANC202INTERSTATE OTSEGO -DAKOTA SUPPLY GROUPINTERSTATEDEVELOPMENTOTSEGOMINNESOTADATE:I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION ANDTHAT I AM A DULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THE STATE OFMINNESOTA.MNLIC. NO.BRIAN M. WURDEMAN01/18/202253113DATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT16095900801/18/2022AS SHOWNHKDHKDBMW1. THE CONTRACTOR IS RESPONSIBLE FOR THE DEMOLITION, REMOVAL, AND DISPOSAL (IN A LOCATION APPROVED BY ALL GOVERNING AUTHORITIES) ALL STRUCTURES, PADS, WALLS, FLUMES, FOUNDATIONS, PARKING, DRIVES, DRAINAGE STRUCTURES, UTILITIES, ETC. SUCH THAT THE IMPROVEMENTS ON THE PLANS CAN BE CONSTRUCTED. ALL FACILITIES TO BE REMOVED SHALL BE UNDERCUT TO SUITABLE MATERIAL AND BROUGHT TO GRADE WITH SUITABLE COMPACTED FILL MATERIAL PER THE PROJECT DOCUMENTS. 2. THE CONTRACTOR IS RESPONSIBLE FOR REMOVING ALL DEBRIS FROM THE SITE AND DISPOSING THE DEBRIS IN A LAWFUL MANNER. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL PERMITS REQUIRED FOR DEMOLITION AND DISPOSAL.CONTRACTOR SHALL PROVIDE COPIES OF THE PERMIT AND RECEIPTS OF DISPOSAL OF MATERIALS TO THE OWNER AND OWNERS REPRESENTATIVE.3. THE CONTRACTOR SHALL MAINTAIN ALL UTILITY SERVICES TO ADJACENT PROPERTIES AT ALL TIMES. UTILITY SERVICES SHALL NOT BE INTERRUPTED WITHOUT APPROVAL FROM THE CONSTRUCTION MANAGER AND COORDINATION WITH THE ADJACENT PROPERTIES AND/OR THE CITY.4. THE CONTRACTOR SHALL COORDINATE WITH RESPECTIVE UTILITY COMPANIES PRIOR TO THE REMOVAL AND/OR RELOCATION OF UTILITIES. THE CONTRACTOR SHALL COORDINATE WITH THE UTILITY COMPANY CONCERNING PORTIONS OF WORK WHICH MAY BE PERFORMED BY THE UTILITY COMPANY'S FORCES AND ANY FEES WHICH ARE TO BE PAID TO THE UTILITY COMPANY FOR THEIR SERVICES. THE CONTRACTOR IS RESPONSIBLE FOR PAYING ALL FEES AND CHARGES.5. THE LOCATIONS OF ALL EXISTING UTILITIES SHOWN ON THE PLAN HAVE BEEN DETERMINED FROM THE BEST INFORMATION AVAILABLE AND ARE GIVEN FOR THE CONVENIENCE OF THE CONTRACTOR. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR THEIR ACCURACY. PRIOR TO THE START OF ANY DEMOLITION ACTIVITY, THE CONTRACTOR SHALL NOTIFY THE UTILITY COMPANIES FOR LOCATIONS OF EXISTING UTILITIES WITHIN ALL AREAS OF PROPOSED WORK.6. ALL EXISTING SEWERS, PIPING AND UTILITIES SHOWN ARE NOT TO BE INTERPRETED AS THE EXACT LOCATION, OR AS ANY OBSTACLES THAT MAY OCCUR ON THE SITE. VERIFY EXISTING CONDITIONS AND PROCEED WITH CAUTION AROUND ANY ANTICIPATED FEATURES. GIVE NOTICE TO ALL UTILITY COMPANIES REGARDING DESTRUCTION AND REMOVAL OF ALL SERVICE LINES AND CAP ALL LINES BEFORE PRECEDING WITH THE WORK.7. ELECTRICAL, TELEPHONE, CABLE, WATER, FIBER OPTIC, AND/OR GAS LINES NEEDING TO BE REMOVED OR RELOCATED SHALL BE COORDINATED WITH THE AFFECTED UTILITY COMPANY. ADEQUATE TIME SHALL BE PROVIDED FOR RELOCATION AND CLOSE COORDINATION WITH THE UTILITY COMPANY IS NECESSARY TO PROVIDE A SMOOTH TRANSITION IN UTILITY SERVICE.CONTRACTOR SHALL PAY CLOSE ATTENTION TO EXISTING UTILITIES WITHIN ANY ROAD RIGHT-OF-WAY DURING CONSTRUCTION.8. CONTRACTOR MUST PROTECT THE PUBLIC AT ALL TIMES WITH FENCING, BARRICADES, ENCLOSURES, ETC. (AND OTHER APPROPRIATE BEST MANAGEMENT PRACTICES) AS APPROVED BY THE CONSTRUCTION MANAGER. MAINTENANCE OF TRAFFIC CONTROL SHALL BE COORDINATED IN ACCORDANCE WITH OTSEGO, <COUNTY> COUNTY AND MINNESOTA/DOT.9. CONTRACTOR SHALL MAINTAIN ACCESS TO ALL ADJACENT PROPERTIES DURING CONSTRUCTION, AND SHALL NOTIFY ALL PROPERTIES IF ACCESS WILL BE INTERRUPTED OR ALTERED AT ANY TIME DURING CONSTRUCTION.10. PRIOR TO DEMOLITION OCCURRING, ALL EROSION CONTROL DEVICES ARE TO BE INSTALLED.11. CONTRACTOR MAY LIMIT SAW-CUT AND PAVEMENT REMOVAL TO ONLY THOSE AREAS WHERE IT IS REQUIRED AS SHOWN ON THESE CONSTRUCTION PLANS BUT IF ANY DAMAGE IS INCURRED ON ANY OF THE SURROUNDING PAVEMENT, ETC. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ITS REMOVAL AND REPAIR.12. THE CONTRACTOR SHALL COORDINATE WATER MAIN WORK WITH THE FIRE DEPT. AND THE CITY WATER DEPARTMENT TO PLAN PROPOSED IMPROVEMENTS AND TO ENSURE ADEQUATE FIRE PROTECTION IS CONSTANTLY AVAILABLE TO THE SITE THROUGHOUT THIS SPECIFIC WORK AND THROUGH ALL PHASES OF CONSTRUCTION. CONTRACTOR WILL BE RESPONSIBLE FOR ARRANGING/ PROVIDING ANY REQUIRED WATER MAIN SHUT OFFS WITH THE CITY OF OTSEGO DURING CONSTRUCTION.ANY COSTS ASSOCIATED WITH WATER MAIN SHUT OFFS WILL BE THE RESPONSIBILITY OF THE CONTRACTOR AND This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.SHEET NUMBER 2022 KIMLEY-HORN AND ASSOCIATES, INC.767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114PHONE: 651- 645-4197WWW. KIMLEY-HORN.COMK:\TWC_ LDEV\interstate partners\ otsego, mn\3 Design\CAD\plansheets\ C3-EROS DETAILS.dwg January 18, 2022 - 1:38pmBYREVISIONSNo.DATEPRELIMINARY - NOT FOR CONSTRUCTIONPREPARED FOREROSION & SEDIMENTCONTROL DETAILSC203INTERSTATE OTSEGO - DAKOTA SUPPLY GROUPINTERSTATEDEVELOPMENTOTSEGOMINNESOTADATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION ANDTHAT I AM A DULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THE STATE OFMINNESOTA.MNLIC. NO.BRIAN M. WURDEMAN01/18/202253113DATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT16095900801/18/2022AS SHOWNXXXHKDBMWCOPY OF STATE SPECIFIC TCEQ)CONSTRUCTION SITE NOTICE COPY OF CONSTRUCTION SITE NOTICE COPY OF GENERAL CONTRACTOR PERMIT AUTHORIZATION COPY OF GENERAL CONTRACTOR' S STATE SUPPLIED CONSTRUCTION SITE NOTICE SWPPP INFORMATION DETAILED DESCRIPTION OF THE LOCATION OF THE SWPPP DOCUMENTATION ( BINDER AND SITE MAPS) ON THE SITE.4' (MINIMUM) 4' (MINIMUM)3' (MINIMUM)SIGN TO BE CONSTRUCTED OF A RIGID MATERIAL, SUCH AS PLYWOOD OR OUTDOOR SIGN BOARD. SIGN MUST BE CONSTRUCTED IN A MANNER TO PROTECT DOCUMENTS FROM DAMAGE DUE TO WEATHER WIND, SUN, MOISTURE,ETC.).SWPPP INFORMATION"MUST BE DISPLAYED PROMINENTLY ACROSS THE TOP OF THE SIGN,AS SHOWN IN THE DETAIL. 3' (MINIMUM)COPY OF GENERAL CONTRACTOR NOI NOTES:1. THE SWPPP INFORMATION SIGN MUST BE LOCATED IN A PROMINENT, PUBLICLY ACCESSIBLE LOCATION NEAR THE MAIN ENTRANCE OF THE SITE, SUCH THAT THE DOCUMENTATION CANBE READ WITHOUT ACCESSING THE JOBSITE, BUT NOT OBSTRUCTING VIEWS AS TO CAUSE A TRAFFIC SAFETY HAZARD. 2. ALL POSTED DOCUMENTS MUST BE MAINTAINED IN A CLEARLY READABLE CONDITION AT ALL TIMES THROUGHOUT CONSTRUCTION ANDUNTIL THE NOTICE- OF-TERMINATION ( NOT) IS FILED FOR THE PERMIT.3. ALL PAGES OF NOTICES OF INTENT AND PERMIT AUTHORIZATIONS MUST BE POSTED. THE CONTRACTOR MAY UTILIZE ACCESSIBLE WATERPROOF FOLDERS TO STORE THESE DOCUMENTS IF IT WILL PROPOSED OFFICE/WAREHOUSE 32,000 S.F. FUTUREEXPANSION±12,000 S.F.GATEGATESEE SHEET C301 FOR THIS AREA SEE SHEET C302 FOR THIS AREA LIMIT OF EXISTING WETLANDS 20' WETLAND BUFFER LIMIT OF EXISTING WETLANDS 20' WETLAND BUFFER 10' BUILDING SETBACK 5' PARKING SETBACK 15' PARKING SETBACK 30' BUILDING SETBACK 10' BUILDING SETBACK 5' PARKING SETBACK 5' PARKING SETBACK ROW DEDICATION 0. 30AC REFER TO PUBLIC IMPROVEMENT PLANS20.0' 5.0'5. 0'5.0' 20.0'10.0'10.0'15.0'30.0'PREPARED FOROVERALL SITEPLANC300INTERSTATE OTSEGO -DAKOTA SUPPLY GROUPINTERSTATEDEVELOPMENTOTSEGOMINNESOTADATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION ANDTHAT I AM A DULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THE STATE OFMINNESOTA. MNLIC. NO.BRIAN M. WURDEMAN01/18/202253113DATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT16095900801/18/2022AS SHOWNHKDHKDBMWThis document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.SHEET NUMBER 2022 KIMLEY- HORN AND ASSOCIATES, INC.767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COMK:\TWC_LDEV\ interstate partners\otsego, mn\3 Design\CAD\plansheets\C4- SITE PLAN.dwg January 18, 2022 - 1:38pm©BYREVISIONSNo.DATEPRELIMINARY - NOT FOR CONSTRUCTIONSITE PLAN NOTES 1. ALL WORK AND MATERIALS SHALL COMPLY WITH ALL CITY/COUNTY REGULATIONS AND CODES AND O.S.H.A. STANDARDS.2. CONTRACTOR SHALL REFER TO THE ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF VESTIBULES, SLOPE PAVING, SIDEWALKS, EXIT PORCHES, TRUCK DOCKS, PRECISE BUILDING DIMENSIONS AND EXACT BUILDING UTILITY ENTRANCE LOCATIONS.3. ALL INNER CURBED RADII ARE TO BE <3'> AND OUTER CURBED RADII ARE TO BE 10'> UNLESS OTHERWISE NOTED. STRIPED RADII ARE TO BE 5'.4. ALL DIMENSIONS AND RADII ARE TO THE FACE OF CURB UNLESS OTHERWISE NOTED. 5. EXISTING STRUCTURES WITHIN CONSTRUCTION LIMITS ARE TO BE ABANDONED,REMOVED OR RELOCATED AS NECESSARY. ALL COST SHALL BE INCLUDED IN BASE BID.6. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RELOCATIONS, (UNLESS OTHERWISE NOTED ON PLANS) INCLUDING BUT NOT LIMITED TO, ALL UTILITIES, STORM DRAINAGE, SIGNS, TRAFFIC SIGNALS & POLES, ETC. AS REQUIRED. ALL WORK SHALL BE IN ACCORDANCE WITH GOVERNING AUTHORITIES REQUIREMENTS AND PROJECT SITE WORK SPECIFICATIONS AND SHALL BE APPROVED BY SUCH. ALL COST SHALL BE INCLUDED IN BASE BID.7. SITE BOUNDARY, TOPOGRAPHY, UTILITY AND ROAD INFORMATION TAKEN FROM A SURVEY BY WENCK, DATED 6/28/2021.KIMLEY-HORN ASSUMES NO LIABILITY FOR ANY ERRORS, INACCURACIES, OR OMISSIONS CONTAINED THEREIN.8. TOTAL LAND AREA IS 33.86 ACRES.9. PYLON / MONUMENT SIGNS SHALL BE CONSTRUCTED BY OTHERS. SIGNS ARE SHOWN FOR GRAPHICAL & INFORMATIONAL PURPOSES ONLY. CONTRACTOR TO VERIFY SIZE, LOCATION AND ANY REQUIRED PERMITS NECESSARY FOR THE CONSTRUCTION OF THE PYLON / MONUMENT SIGN.10. CONTRACTOR SHALL REFERENCE ARCH / MEP PLANS FOR SITE LIGHTING AND ELECTRICAL PLAN.11. NO PROPOSED LANDSCAPING SUCH AS TREES OR SHRUBS, ABOVE AND UNDERGROUND STRUCTURES, OR OTHER OBSTRUCTIONS SHALL BE LOCATED WITHIN EXISTING OR PROPOSED UTILITY EASEMENTS AND RIGHTS OF WAY UNLESS SPECIFICALLY NOTED ON PLANS OTHERWISE.12. REFERENCE ARCHITECTURAL PLANS FOR DUMPSTER ENCLOSURE DETAILS.13. REFER TO FINAL PLAT OR ALTA SURVEY FOR EXACT LOT AND PROPERTY BOUNDARY DIMENSIONS.14. ALL AREAS ARE ROUNDED TO THE NEAREST SQUARE FOOT.15. ALL DIMENSIONS ARE ROUNDED TO THE NEAREST TENTH FOOT.16. ALL PARKING STALLS TO BE <9'> IN WIDTH AND <18'> IN LENGTH UNLESS OTHERWISE INDICATED. 17. PROPOSED OFFICE/WAREHOUSE 32,000 S.F. FUTUREEXPANSION±12, 000 S. F.GATEGATE18. 0'24. 0'9.0' 30.0'24. 0'130.0'55. 0' PROPOSED OUTDOOR STORAGE AREA 6. 41 AC STORMWATER MANAGEMENT AREA 80.0'150. 0'200. 0' R10. 0' R 1 0 0 R14. 0' R15.0 R15. 0'R15.0' R 1 5 0 LIMIT OF EXISTING WETLANDS 20' WETLAND BUFFER A C 5' PARKING SETBACK 15' PARKING SETBACK 30' BUILDING SETBACK 10' BUILDING SETBACK A C C D D E E F F G G H H H I I I I J J JJ J J J E F B B K K K L N N M M PROPOSED GATE REFER TO ARCH PLANS FOR DETAILS)PROPOSED GATE REFER TO ARCH PLANS FOR DETAILS) L L O REFER TO PUBLIC IMPROVEMENT PLANS ROW DEDICATION 0.30 AC C PREPARED FORSITE PLANC301INTERSTATEOTSEGO - DAKOTA SUPPLYGROUPINTERSTATEDEVELOPMENTOTSEGOMINNESOTADATE:I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION ANDTHAT I AM A DULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THE STATE OFMINNESOTA.MNLIC. NO. BRIAN M. WURDEMAN01/18/202253113DATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT16095900801/18/ 2022AS SHOWNHKDHKDBMWPROPOSED CURB AND GUTTER PROPERTY LINE PROPOSED FENCE SETBACK LINE RETAINING WALL PROPOSED STANDARD DUTY ASPHALT PROPOSED CONCRETE PAVEMENT PROPOSED STORMWATER MANAGEMENT AREA PROPOSED CONCRETE SIDEWALK LEGEND PROPOSED HEAVY DUTY ASPHALT KEYNOTE LEGEND CONCRETE SIDEWALK 6" CONCRETE FILLED PIPE BOLLARD MATCH PROPOSED ROADWAY EDGE OF PAVEMENT/ CURB & GUTTER - SEE OFF SITE IMPROVEMENT PLANS ACCESSIBLE CURB RAMP ACCESSIBLE PARKING SIGN ACCESSIBLE PAVEMENT MARKING AREA STRIPED WITH 4" SYSL @ 45° 2' O. C.4" WIDE PAINTED SOLID LINE, TYP.LANDSCAPE AREA - SEE LANDSCAPE PLANS B612 CURB & GUTTER (TYP.)CHAIN LINK FENCE CONCRETE PAD DEPRESSED CURB OPENING (SEE GRADING PLAN FOR DETAILS)STOP SIGN RETAINING WALL A B C D E F G H I J K L M N O This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.SHEET NUMBER 2022 KIMLEY-HORN AND ASSOCIATES, INC.767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COMK:\TWC_ LDEV\interstate partners\otsego, mn\3 Design\CAD\plansheets\ C4.1-SITE PLAN.dwg January 18, 2022 - 1:38pm©BYREVISIONSNo.DATEPRELIMINARY - NOT FOR CONSTRUCTIONSITE PLAN NOTES 1. ALL WORK AND MATERIALS SHALL COMPLY WITH ALL CITY/COUNTY REGULATIONS AND CODES AND O.S.H.A. STANDARDS.2. CONTRACTOR SHALL REFER TO THE ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF VESTIBULES, SLOPE PAVING, SIDEWALKS, EXIT PORCHES, TRUCK DOCKS,PRECISE BUILDING DIMENSIONS AND EXACT BUILDING UTILITY ENTRANCE LOCATIONS.3. ALL INNER CURBED RADII ARE TO BE <3'> AND OUTER CURBED RADII ARE TO BE <10'> UNLESS OTHERWISE NOTED. STRIPED RADII ARE TO BE 5'.4. ALL DIMENSIONS AND RADII ARE TO THE FACE OF CURB UNLESS OTHERWISE NOTED.5. EXISTING STRUCTURES WITHIN CONSTRUCTION LIMITS ARE TO BE ABANDONED, REMOVED OR RELOCATED AS NECESSARY. ALL COST SHALL BE INCLUDED IN BASE BID.6. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RELOCATIONS, (UNLESS OTHERWISE NOTED ON PLANS) INCLUDING BUT NOT LIMITED TO, ALL UTILITIES, STORM DRAINAGE, SIGNS, TRAFFIC SIGNALS & POLES, ETC. AS REQUIRED. ALL WORK SHALL BE IN ACCORDANCE WITH GOVERNING AUTHORITIES REQUIREMENTS AND PROJECT SITE WORK SPECIFICATIONS AND SHALL BE APPROVED BY SUCH. ALL COST SHALL BE INCLUDED IN BASE BID.7. SITE BOUNDARY, TOPOGRAPHY, UTILITY AND ROAD INFORMATION TAKEN FROM A SURVEY BY WENCK, DATED 6/28/ 2021. KIMLEY-HORN ASSUMES NO LIABILITY FOR ANY ERRORS, INACCURACIES, OR OMISSIONS CONTAINED THEREIN.8. TOTAL LAND AREA IS 33.86 ACRES. 9. PYLON / MONUMENT SIGNS SHALL BE CONSTRUCTED BY OTHERS. SIGNS ARE SHOWN FOR GRAPHICAL & INFORMATIONAL PURPOSES ONLY. CONTRACTOR TO VERIFY SIZE, LOCATION AND ANY REQUIRED PERMITS NECESSARY FOR THE CONSTRUCTION OF THE PYLON /MONUMENT SIGN.10. CONTRACTOR SHALL REFERENCE ARCH / MEP PLANS FOR SITE LIGHTING AND ELECTRICAL PLAN.11. NO PROPOSED LANDSCAPING SUCH AS TREES OR SHRUBS, ABOVE AND UNDERGROUND STRUCTURES, OR OTHER OBSTRUCTIONS SHALL BE LOCATED WITHIN EXISTING OR PROPOSED UTILITY EASEMENTS AND RIGHTS OF WAY UNLESS SPECIFICALLY NOTED ON PLANS OTHERWISE. 12. REFERENCE ARCHITECTURAL PLANS FOR DUMPSTER ENCLOSURE DETAILS. 13. REFER TO FINAL PLAT OR ALTA SURVEY FOR EXACT LOT AND PROPERTY STORMWATER MANAGEMENT AREA PROPOSED OUTDOOR STORAGE AREA 6.41 AC LIMIT OF EXISTING WETLANDS 20' WETLAND BUFFER 5' PARKING SETBACK 10' BUILDING SETBACK K K I I PREPARED FORSITE PLANC302INTERSTATE OTSEGO -DAKOTA SUPPLY GROUPINTERSTATEDEVELOPMENTOTSEGOMINNESOTADATE: I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION ANDTHAT I AM A DULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THE STATE OFMINNESOTA.MNLIC. NO.BRIAN M. WURDEMAN01/18/202253113DATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT16095900801/18/2022AS SHOWNHKDHKDBMWPROPOSED CURB AND GUTTER PROPERTY LINE PROPOSED FENCE SETBACK LINE RETAINING WALL PROPOSED STANDARD DUTY ASPHALT PROPOSED CONCRETE PAVEMENT PROPOSED STORMWATER MANAGEMENT AREA PROPOSED CONCRETE SIDEWALK LEGEND PROPOSED HEAVY DUTY ASPHALT This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc. SHEET NUMBER 2022 KIMLEY-HORN AND ASSOCIATES, INC.767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN. COMK:\TWC_LDEV\interstate partners\otsego, mn\3 Design\CAD\plansheets\C4.1- SITE PLAN.dwg January 18, 2022 - 1:38pm©BYREVISIONSNo.DATEPRELIMINARY - NOT FOR CONSTRUCTIONSITE PLAN NOTES 1. ALL WORK AND MATERIALS SHALL COMPLY WITH ALL CITY/COUNTY REGULATIONS AND CODES AND O.S.H.A. STANDARDS.2. CONTRACTOR SHALL REFER TO THE ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF VESTIBULES, SLOPE PAVING, SIDEWALKS, EXIT PORCHES, TRUCK DOCKS,PRECISE BUILDING DIMENSIONS AND EXACT BUILDING UTILITY ENTRANCE LOCATIONS.3. ALL INNER CURBED RADII ARE TO BE <3'> AND OUTER CURBED RADII ARE TO BE <10'> UNLESS OTHERWISE NOTED. STRIPED RADII ARE TO BE 5'.4. ALL DIMENSIONS AND RADII ARE TO THE FACE OF CURB UNLESS OTHERWISE NOTED. 5. EXISTING STRUCTURES WITHIN CONSTRUCTION LIMITS ARE TO BE ABANDONED, REMOVED OR RELOCATED AS NECESSARY. ALL COST SHALL BE INCLUDED IN BASE BID.6. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RELOCATIONS, (UNLESS OTHERWISE NOTED ON PLANS) INCLUDING BUT NOT LIMITED TO, ALL UTILITIES, STORM DRAINAGE, SIGNS, TRAFFIC SIGNALS & POLES, ETC. AS REQUIRED. ALL WORK SHALL BE IN ACCORDANCE WITH GOVERNING AUTHORITIES REQUIREMENTS AND PROJECT SITE WORK SPECIFICATIONS AND SHALL BE APPROVED BY SUCH. ALL COST SHALL BE INCLUDED IN BASE BID.7. SITE BOUNDARY, TOPOGRAPHY, UTILITY AND ROAD INFORMATION TAKEN FROM A SURVEY BY WENCK, DATED 6/28/2021.KIMLEY-HORN ASSUMES NO LIABILITY FOR ANY ERRORS, INACCURACIES, OR OMISSIONS CONTAINED THEREIN.8. TOTAL LAND AREA IS 33. 86 ACRES.9. PYLON / MONUMENT SIGNS SHALL BE CONSTRUCTED BY OTHERS. SIGNS ARE SHOWN FOR GRAPHICAL & INFORMATIONAL PURPOSES ONLY. CONTRACTOR TO VERIFY SIZE, LOCATION AND ANY REQUIRED PERMITS NECESSARY FOR THE CONSTRUCTION OF THE PYLON /MONUMENT SIGN.10. CONTRACTOR SHALL REFERENCE ARCH / MEP PLANS FOR SITE LIGHTING AND ELECTRICAL PLAN.11. NO PROPOSED LANDSCAPING SUCH AS TREES OR SHRUBS, ABOVE AND UNDERGROUND STRUCTURES, OR OTHER OBSTRUCTIONS SHALL BE LOCATED WITHIN EXISTING OR PROPOSED UTILITY EASEMENTS AND RIGHTS OF WAY UNLESS SPECIFICALLY NOTED ON PLANS OTHERWISE.12. REFERENCE ARCHITECTURAL PLANS FOR DUMPSTER ENCLOSURE DETAILS.13. REFER TO FINAL PLAT OR ALTA SURVEY FOR EXACT LOT AND PROPERTY BOUNDARY DIMENSIONS. 14. ALL AREAS ARE ROUNDED TO THE NEAREST SQUARE FOOT.15. ALL DIMENSIONS ARE ROUNDED TO THE NEAREST TENTH FOOT.16. ALL PARKING STALLS TO BE <9'> IN WIDTH AND < 18'> IN LENGTH UNLESS OTHERWISE INDICATED.17. THERE ARE 0.00 ACRES OF WETLAND IMPACTS.SEE SHEET C301BUILDING DATA SUMMARY AREAS PROPOSED PROPERTY 3,397,244 SF (78.0 AC)BUILDING AREA 32,000 SF (0.94% OF TOTAL PROPERTY AREA)PARKING REQUIRED PARKING 1 STALL PER 1,000 SQUARE FEET PLUS 1 STALL PER COMPANY VEHICLE NOT STORED WITHIN THE PRINCIPAL STRUCTURE PROPOSED PARKING 53 SPACES @ 1. 66 RATIO ADA STALLS REQ' D / PROVIDED 3 STALLS / 3 This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley- Horn and Associates, Inc. shall be without liability to Kimley- Horn and Associates, Inc. SHEET NUMBER 2022 KIMLEY-HORN AND ASSOCIATES, INC.767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COMK:\TWC_LDEV\ interstate partners\otsego, mn\3 Design\CAD\ plansheets\C4-SITE DETAILS.dwg January 18, 2022 - 1:39pmBYREVISIONSNo. DATEPRELIMINARY - NOT FOR CONSTRUCTIONPREPARED FORSITE DETAILSC303INTERSTATEOTSEGO -DAKOTA SUPPLYGROUPINTERSTATEDEVELOPMENTOTSEGOMINNESOTADATE: I HEREBY CERTIFY THAT THISPLAN, SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION ANDTHAT I AM A DULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THE STATE OFMINNESOTA.MNLIC. NO.BRIAN M. WURDEMAN01/18/202253113DATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT16095900801/18/2022AS SHOWNHKDHKDBMW4'-0"12"NOTE:1. WORDS AND LINES SHALLBEAPPLIED IN ACCORDANCE WITH SECTIONS 3B.16 AND 3B.20OFTHEMANUALONUNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS.2. THESE WORDS AND BAR ARE TO BE PAINTED RETROREFLECTIVE WHITE.EDGE OF CROSSWALK OR INTERSECTING TRAVEL WAY STOPSIGN (TYP.)36"x36" AT HIGHWAY/ STREET INTERSECTIONS 30" x30" WITHIN PARKING LOT STOP SIGN & MARKING DETAIL PAVEMENT MARKINGS N.T.S. NOTES: 1. WORDS AND ARROWS SHALL BE APPLIED IN ACCORDANCEWITHSECTION3B.20OFTHEMANUALONUNIFORMTRAFFICCONTROLDEVICES FOR STREETS AND HIGHWAYS.2. THESE WORDS AND ARROWSARETOBE PAINTED RETROREFLECTIVE WHITE. SOLID ARROW MARKINGS10'-0"USEDATEXITSFROMTHEPARKING LOT TO PUBLIC STREETS PLAN VIEW SECTION A-A A TYP)NOTE:6 x 6 - W1.4 X W1.4 WWFEACH WAY MAX. SPACING, ORWILL BENo. 3 BARS 24" O.C. WHERE REQUIRED REINFORCEMENT 90% STD. PROCTOR ( TYP) COURSE COMPACTED TO4" AGGREGATEBASE TYP) 5. 0' 1/2" RADIUS TOOLED JOINT OR1" DEEP SAWED JOINT (TYP.)1/ 4" THICKNESS PREMOLDED EXPANSION JOINT FILLER SPACED @ This document, together 955955955 955 955 955 955 955955955955955 955 960960 960 960 960960 96 0 960 960960960960 960 960 960 960 960 960960960960960 960965965965 965 965 965965 965 965965970 970 970 9 7 0 970 97 0 970951 952952952952 95 2 952 952952952 953953953953 953 953953 953953953953 953 954954954 954 954 954954954 954954954954 954 956956956956956 956 956 956 956956956956 956 956 9 5 7 957957957957957 957 957 957957 957957 957 957 958958 958 95 8 958958958958 958 958 958 958 958958 958958 958958958 958 958 95 8 9 5 9 959 959 959 959959 959959959959 959 959 959959 959959959959959 959 959959961 961 961961961961 961 961 961 961 961961961961961 961962 962 962 962 962 962 962 962 962 962 962962 96 2 962962962962 962963 963 963 963 963 9 6 3 963 963 963 963 963963963963963 963 964 964 964 964 964 964 964 964964964 964964964964966966966 966 966 966966 966 966966967967967 967 967967967 967 96 7 967 968 96 8 96 8 968 968968 96896 8 969969 969 969 9 6 9 969 96 9 969971971 971971971971972 9 7 2 972972972972973 973PROPOSED OFFICE/WAREHOUSE 32,000 S.F. FUTUREEXPANSION±12,000 S.F.GATEGATESEE SHEET C401 FOR THIS AREA SEE SHEET C402 FOR THIS AREA D955 960 965952 953 954 956957958959 961962963964966955 960 965 970 96 09 6 5 9 709709 7 0 975 980976977978 979 975 9 7 29 7 2 972972972 973 973973 973973 974 976977955 960 965 970 955960965970975955960 965 970 975975 955 9609 6 0 960 96 5 970 970955 960960960 965962963964975975975975971 971 972973 974974965965970975 955960960970975980965 96 1961 96 2 96 3 964 966 967 FFE: 968. 50 964965966967968969970 969 9 7 9 980981967 ST- 13 ST- 2 ST- 3 ST- 1 ST- 11 ST- 12 ST- 9 ST- 16 ST- 5 ST- 6 ST- 4 ST- 14 ST- 7 ST- 15 ST- 8 ST-17 ST- 10 LIMIT OF EXISTING WETLANDS 20' WETLAND BUFFER LIMIT OF EXISTING WETLANDS 20' WETLAND BUFFER REFER TOPUBLICIMPROVEMENT PLANS This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc. SHEET NUMBER 2022 KIMLEY-HORN AND ASSOCIATES, INC.767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN. COMK:\TWC_LDEV\interstate partners\otsego, mn\ 3 Design\CAD\plansheets\C5-OVERALL GRADING PLAN.dwg January 18, 2022 - 1:39pm©BYREVISIONSNo. DATEPRELIMINARY - NOT FOR CONSTRUCTIONPREPARED FOROVERALLGRADING PLANC400INTERSTATE OTSEGO -DAKOTA SUPPLY GROUPINTERSTATEDEVELOPMENTOTSEGOMINNESOTADATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION ANDTHAT I AM A DULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THE STATE OFMINNESOTA.MNLIC. NO.BRIAN M. WURDEMAN01/ 18/202253113DATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT16095900801/18/2022AS SHOWNHKDHKDBMWNORTH GRADING PLAN NOTES 1. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE CITY OF OTSEGO, SPECIFICATIONS AND BUILDING PERMIT REQUIREMENTS.2. CONTRACTOR TO CALL GOPHER STATE CALL ONE @ <1-800-252-1166> AT LEAST TWO WORKING DAYS PRIOR TO EXCAVATION/CONSTRUCTION FOR UTILITY LOCATIONS.3. STORM SEWER PIPE SHALL BE AS FOLLOWS:RCP PER ASTM C- 76 HDPE: 0" - 10" PER AASHTO M-252 HDPE: 12" OR GREATER PER ASTM F-2306 PVC SCH. 40 PER ASTM D-1785 STORM SEWER FITTINGS SHALL BE AS FOLLOWS:RCP PER ASTM C-76, JOINTS PER ASTM C-361, C-990, AND C-443 HDPE PER ASTM 3212 PVC PER ASTM D- 3034, JOINTS PER ASTM D-3212 4. CONTRACTOR TO FIELD VERIFY THE LOCATIONS AND ELEVATIONS OR EXISTING UTILITIES AND TOPOGRAPHIC FEATURES PRIOR TO THE START OF SITE GRADING. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE PROJECT ENGINEER OF ANY DISCREPANCIES OR VARIATIONS.5. SUBGRADE EXCAVATION SHALL BE BACKFILLED IMMEDIATELY AFTER EXCAVATION TO HELP OFFSET ANY STABILITY PROBLEMS DUE TO WATER SEEPAGE OR STEEP SLOPES.WHEN PLACING NEW SURFACE MATERIAL ADJACENT TO EXISTING PAVEMENT, THE EXCAVATION SHALL BE BACKFILLED PROMPTLY TO AVOID UNDERMINING OF EXISTING PAVEMENT.6. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL HORIZONTAL AND VERTICAL CONTROL.7. CONTRACTOR SHALL EXCAVATE DRAINAGE TRENCHES TO FOLLOW PROPOSED STORM SEWER ALIGNMENTS.8. GRADES SHOWN ARE FINISHED GRADES. CONTRACTOR SHALL ROUGH GRADE TO SUBGRADE ELEVATION AND LEAVE STREET READY FOR SUBBASE.9. ALL EXCESS MATERIAL, BITUMINOUS SURFACING, CONCRETE ITEMS, ANY ABANDONED UTILITY ITEMS, AND OTHER UNSTABLE MATERIALS SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE DISPOSED OF OFF THE CONSTRUCTION SITE.10. REFER TO THE UTILITY PLAN FOR SANITARY SEWER MAIN, WATER MAIN SERVICE LAYOUT AND ELEVATIONS AND CASTING / STRUCTURE NOTATION.11. CONTRACTOR IS RESPONSIBLE FOR CONSTRUCTION OF PAVEMENTS AND CURB AND GUTTER WITH SMOOTH UNIFORM SLOPES TO PROVIDE POSITIVE DRAINAGE.12. INSTALL A MINIMUM OF <4" CLASS 5> AGGREGATE BASE UNDER CURB AND GUTTER AND CONCRETE SIDEWALKS.13. UPON COMPLETION OF EXCAVATION AND FILLING, CONTRACTOR SHALL RESTORE ALL STREETS AND DISTURBED AREAS ON SITE. ALL DISTURBED AREAS SHALL BE RE-VEGETATED WITH A MINIMUM OF <4" OF TOPSOIL>.14. ALL SPOT ELEVATIONS/CONTOURS ARE TO GUTTER / FLOW LINE UNLESS OTHERWISE NOTED.15. GRADING FOR ALL SIDEWALKS AND ACCESSIBLE ROUTES INCLUDING CROSSING DRIVEWAYS SHALL CONFORM TO CURRENT ADA STATE/NATIONAL STANDARDS. IN NO CASE SHALL ACCESSIBLE RAMP SLOPES EXCEED 1 VERTICAL TO 12 HORIZONTAL. IN NO CASE SHALL SIDEWALK CROSS SLOPES EXCEED 2% . IN NO CASE SHALL LONGITUDINAL SIDEWALK SLOPES EXCEED 5%. IN NO CASE SHALL ACCESSIBLE PARKING STALLS OR AISLES EXCEED 2% (1.5% TARGET) IN ALL DIRECTIONS. SIDEWALK ACCESS TO EXTERNAL BUILDING DOORS AND GATES SHALL BE ADA COMPLIANT. CONTRACTOR SHALL NOTIFY ENGINEER IMMEDIATELY IF ADA CRITERIA CANNOT BE MET IN ANY LOCATION PRIOR TO PAVING. NO CONTRACTOR CHANGE ORDERS WILLBE ACCEPTED FORA.D. A COMPLIANCE ISSUES.16. MAINTAINAMINIMUMOF 0.5% GUTTER SLOPE TOWARDS LOW POINTS. 17. CONTRACTOR TO PROVIDE 3" INSULATION BY 5' WIDE CENTERED ON STORM PIPE IF LESS THAN 4' OF COVER IN PAVEMENT AREAS AND LESS THAN 3' OF COVER IN LANDSCAPE AREAS.18. ROOF DRAIN INVERT CONNECTIONS AT THE BUILDING SHALL BE AT ELEVATION <XXX. XX>OR LOWER UNLESS NOTED OTHERWISE. REFERENCE MEP PLANS FOR ROOF DRAIN CONNECTION.19. ALL STORM SEWER CONNECTIONS SHALL BE GASKETED AND WATER TIGHT INCLUDING MANHOLE CONNECTIONS.20. ALL STORM SEWER PROPOSED OFFICE/WAREHOUSE 32,000 S.F. FUTUREEXPANSION± 12, 000 S. F.GATEGATED955 960 965 970 96 09 6 5 9 7 09709 70 95795 8 95 9 96 1 96 2 96 3 96 4 9 6 6 9 6 7 9 6 89 6 9 971971975 980976977978 979 975 9 7 2 9 7 2 972972973 973973 973974 976 977 955 960 965 970 951 952 953 954 956 957 958 959 961 962 963 964 966 967 968 969 971 970 975975 968 969 971 972972 973973 974974 955 960 9 6 0 960 951952953954 956957958959 96 1 961 965962963964975975975975971972973 974974965 96 1961 96 2 96 3 964 966 967 FILTRATION BASIN TOP OF SAND: 956.00 BOT OF SAND: 954. 00 FFE: 968. 50 955 960 960960 965 970 970 955 960 951952953954956957958959 970 975 971972973974 976977978979 3. 03% 3. 86% 4. 20%1.82%2. 02%8.35% 3.81%3.56% 3.76%8. 18%1.50%7. 46%1.40% 1.09%1.37% 2.86%2. 5 0%3.28% 4.23%1. 74%5 0 7% 4.72%1. 84%30. 95%31.61% 30.01%173 LF - 15" HDPE @ 0. 80%119 LF - 18" HDPE @ 0.58%184 LF - 18" HDPE @ 0.59% 43 LF - 24" HDPE @ 1.00% 23 LF - 18" HDPE @ 0.00%47 LF - 18" HDPE @ 0.00% ST-13 RE:972. 79 IE: 955.61 E IE:955.48 W ST-2 RE:966. 59 IE: 960.38 W IE:960.28 NE ST-3 RE:966. 60 IE: 961.00 E ST-1 RE:966. 00 IE:961.77 E ST- 11 RE:967. 12 IE:963.50 N ST-12 RE: 962.17 IE:958.67 S IE:958.57 W ST-9 RE: 962.00 IE:954.00 S IE:951. 00 N ST-5 RE:960. 58 IE:955.72 SE IE:955. 62 W ST-6 RE:960. 58 IE:954. 53 E IE: 954.43 N ST-4 RE: 960.51 IE: 956.51 S IE:956.41 NW ST-7 IE:954.00 S ST-8IE:954. 00 N ST- 10 IE:951. 00 S G: 967.50 G: 967.60 G: 967.12 G: 966.93 G: 967.68 G: 966.55 G: 967.19 G: 967.00 G: 966.96 G: 967.18 G: 966.80 G: 966.73 G: 967.39G:967. 50 G:967. 53 G:967. 83 G:967. 83 G:967. 60 G:967. 55 G:967.55 G: 967.72 G: 967.96 G: 967.86 G:967. 64G:967.29 G: 962.31 G:961.60 G: 963.11 G:963.00 G:964. 50 G: 960.70 G:961. 16 G:961. 20 G: 961.45 G:961. 52 LP: 960.58LP: 960.58 G:961. 57 G: 962.12 968. 50 968.50 968.50968.50 968.50 979. 88 973.17 963.80 963. 54 TW:972.58 963. 82 963. 67 963. 82 963. 67BW:971. 18 963.34 961.47 961. 73 961.32 961.57 962. 70 969. 37 968. 41 G:961.75 G:960. 03 G:961. 59 LP:966.00 LP:966.60 LP:962.26 LP:967. 37 968.50 968.50 968. 50 968.50968.50968.50 LP: 966.60LP: 960.75 TW:969. 56 BW:968. 56 963. 75964.50 LIMIT OF EXISTING WETLANDS 20' WETLAND BUFFER CLEANOUT (TYP.)6" DRAINTILE (TYP.) @ 0. 5% SLOPE REFER TO PUBLIC IMPROVEMENT PLANS TW:971.87 BW:967.98 TW:970.11BW:968.08TW:970.92 BW:967. 00193 LF - 18" HDPE@ 2.50%394 LF - 18" HDPE @ 0.75%This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.SHEET NUMBER 2022 KIMLEY-HORN AND ASSOCIATES, INC. 767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY- HORN.COMK:\TWC_LDEV\interstate partners\otsego, mn\3 Design\CAD\plansheets\ C5-GRADING PLANS.dwg January 18, 2022 - 1:40pm©BYREVISIONSNo. DATEPRELIMINARY - NOT FOR CONSTRUCTIONDATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION ANDTHAT I AM A DULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THE STATE OFMINNESOTA.MNLIC. NO.BRIAN M. WURDEMAN01/18/202253113DATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT16095900801/18/2022AS SHOWNHKDHKDBMWNORTHSEE SHEET C402GRADING PLAN NOTES 1. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE CITY OF OTSEGO, SPECIFICATIONS AND BUILDING PERMIT REQUIREMENTS.2. CONTRACTOR TO CALL GOPHER STATE CALL ONE @ <1-800-252-1166> AT LEAST TWO WORKING DAYS PRIOR TO EXCAVATION/CONSTRUCTION FOR UTILITY LOCATIONS. 3. STORM SEWER PIPE SHALL BE AS FOLLOWS:RCP PER ASTM C-76 HDPE: 0" - 10" PER AASHTO M-252 HDPE: 12" OR GREATER PER ASTM F-2306 PVC SCH. 40 PER ASTM D-1785 STORM SEWER FITTINGS SHALL BE AS FOLLOWS:RCP PER ASTM C-76, JOINTS PER ASTM C-361, C- 990, AND C-443 HDPE PER ASTM 3212 PVC PER ASTM D-3034, JOINTS PER ASTM D-3212 4. CONTRACTOR TO FIELD VERIFY THE LOCATIONS AND ELEVATIONS OR EXISTING UTILITIES AND TOPOGRAPHIC FEATURES PRIOR TO THE START OF SITE GRADING. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE PROJECT ENGINEER OF ANY DISCREPANCIES OR VARIATIONS.5. SUBGRADE EXCAVATION SHALL BE BACKFILLED IMMEDIATELY AFTER EXCAVATION TO HELP OFFSET ANY STABILITY PROBLEMS DUE TO WATER SEEPAGE OR STEEP SLOPES. WHEN PLACING NEW SURFACE MATERIAL ADJACENT TO EXISTING PAVEMENT, THE EXCAVATION SHALL BE BACKFILLED PROMPTLY TO AVOID UNDERMINING OF EXISTING PAVEMENT.6. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL HORIZONTAL AND VERTICAL CONTROL.7. CONTRACTOR SHALL EXCAVATE DRAINAGE TRENCHES TO FOLLOW PROPOSED STORM SEWER ALIGNMENTS.8. GRADES SHOWN ARE FINISHED GRADES. CONTRACTOR SHALL ROUGH GRADE TO SUBGRADE ELEVATION AND LEAVE STREET READY FOR SUBBASE.9. ALL EXCESS MATERIAL, BITUMINOUS SURFACING, CONCRETE ITEMS, ANY ABANDONED UTILITY ITEMS, AND OTHER UNSTABLE MATERIALS SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE DISPOSED OF OFF THE CONSTRUCTION SITE.10. REFER TO THE UTILITY PLAN FOR SANITARY SEWER MAIN, WATER MAIN SERVICE LAYOUT AND ELEVATIONS AND CASTING / STRUCTURE NOTATION. 11. CONTRACTOR IS RESPONSIBLE FOR CONSTRUCTION OF PAVEMENTS AND CURB AND GUTTER WITH SMOOTH UNIFORM SLOPES TO PROVIDE POSITIVE DRAINAGE.12. INSTALL A MINIMUM OF <4" CLASS 5> AGGREGATE BASE UNDER CURB AND GUTTER AND CONCRETE SIDEWALKS.13. UPON COMPLETION OF EXCAVATION AND FILLING, CONTRACTOR SHALL RESTORE ALL STREETS AND DISTURBED AREAS ON SITE. ALL DISTURBED AREAS SHALL BE RE-VEGETATED WITH A MINIMUM OF <4" OF TOPSOIL>.14. ALL SPOT ELEVATIONS/CONTOURS ARE TO GUTTER / FLOW LINE UNLESS OTHERWISE NOTED.15. GRADING FOR ALL SIDEWALKS AND ACCESSIBLE ROUTES INCLUDING CROSSING DRIVEWAYS SHALL CONFORM TO CURRENT ADA STATE/NATIONAL STANDARDS. IN NO CASE SHALL ACCESSIBLE RAMP SLOPES EXCEED 1 VERTICAL TO 12 HORIZONTAL. IN NO CASE SHALL SIDEWALK CROSS SLOPES EXCEED 2% . IN NO CASE SHALL LONGITUDINAL SIDEWALK SLOPES EXCEED 5%. IN NO CASE SHALL ACCESSIBLE PARKING STALLSOR AISLES EXCEED2% (1. 5% TARGET) IN ALL DIRECTIONS. SIDEWALK ACCESS TO EXTERNAL BUILDING DOORS AND GATES SHALL BE ADA COMPLIANT. CONTRACTOR SHALL NOTIFY ENGINEER IMMEDIATELY IF ADA CRITERIA CANNOT BE MET IN ANY LOCATION PRIOR TO PAVING. NO CONTRACTOR CHANGE ORDERS WILL BE ACCEPTED FOR A. D.A COMPLIANCE ISSUES.16. MAINTAIN A MINIMUM OF 0. 5% GUTTER SLOPE TOWARDS LOW POINTS. 17. CONTRACTOR TO PROVIDE 3" INSULATION BY 5' WIDE CENTERED ON STORM PIPE IF LESS THAN 4' OF COVER IN PAVEMENT AREAS AND LESS THAN 3' OF COVER IN LANDSCAPE AREAS. 18. D955 960 965952 953 954 956 957 958 959 961 962 963964966972 973973955960965970 975 953 954956 957 958959961962963964966967968969971972973974955 960 965 970 975975 954 956 957 958 959 961 962 963 964 966 967 968 969 971 972 973 974974 965965 970975 961 961 962962963963964964966966 9679689699 7 1 9 7 2 9 7 3 97 4 976 977 978 FILTRATION BASIN TOP OF SAND: 956.00 BOT OF SAND: 954.00 960965970975980959961962963964966967968969971972973974976977978979979955960954 9569579589599619619624 9 3% 2.83% 18 LF - 18" HDPE @ 0.00% 46 LF - 18" HDPE @ 0.00% ST-13 RE:972.79 IE:955.61 E IE:955.48WST-16 RE:961.97 IE:954.00 S IE:951.00 N ST-14 IE:954.00 E ST-15 IE:954.00 N ST-17 IE:951.00 S 979.88 982.00 978.33 LIMIT OF EXISTING WETLANDS 20' WETLAND BUFFER CLEANOUT (TYP.) 6" DRAINTILE (TYP.) @ 0.5% SLOPE 296 LF - 24" H D P E @ 0.50% This document, togetherwiththeconceptsand designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc. SHEET NUMBER 2022 KIMLEY-HORN AND ASSOCIATES, INC.767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114PHONE: 651-645-4197WWW. KIMLEY-HORN.COMK:\TWC_LDEV\interstate partners\ otsego, mn\3 Design\CAD\plansheets\C5- GRADING PLANS.dwg January 18, 2022 - 1:40pm©BYREVISIONSNo.DATEPRELIMINARY - NOT FOR CONSTRUCTIONPREPARED FORGRADING PLANC402INTERSTATE OTSEGO -DAKOTA SUPPLY GROUPINTERSTATEDEVELOPMENTOTSEGOMINNESOTADATE: I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION ANDTHAT I AM A DULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THE STATE OFMINNESOTA.MNLIC. NO.BRIAN M. WURDEMAN01/18/202253113DATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT16095900801/18/2022AS SHOWNHKDHKDBMWNORTHSEE SHEET C401GRADING PLAN NOTES 1. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE CITY OF OTSEGO,SPECIFICATIONS AND BUILDING PERMIT REQUIREMENTS.2. CONTRACTOR TO CALL GOPHER STATE CALL ONE @ <1-800- 252-1166> AT LEAST TWO WORKING DAYS PRIOR TO EXCAVATION/ CONSTRUCTION FOR UTILITY LOCATIONS.3. STORM SEWER PIPE SHALL BE AS FOLLOWS:RCP PER ASTM C-76 HDPE: 0" - 10" PER AASHTO M- 252 HDPE: 12" OR GREATER PER ASTM F-2306 PVC SCH. 40 PER ASTM D-1785 STORM SEWER FITTINGS SHALL BE AS FOLLOWS:RCP PER ASTM C-76, JOINTS PER ASTM C-361, C-990, AND C-443 HDPE PER ASTM 3212 PVC PER ASTM D-3034, JOINTS PER ASTM D- 3212 4. CONTRACTOR TO FIELD VERIFY THE LOCATIONS AND ELEVATIONS OR EXISTING UTILITIES AND TOPOGRAPHIC FEATURES PRIOR TO THE START OF SITE GRADING. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE PROJECT ENGINEER OF ANY DISCREPANCIES OR VARIATIONS.5. SUBGRADE EXCAVATION SHALL BE BACKFILLED IMMEDIATELY AFTER EXCAVATION TO HELP OFFSET ANY STABILITY PROBLEMS DUE TO WATER SEEPAGE OR STEEP SLOPES. WHEN PLACING NEW SURFACE MATERIAL ADJACENT TO EXISTING PAVEMENT, THE EXCAVATION SHALL BE BACKFILLED PROMPTLY TO AVOID UNDERMINING OF EXISTING PAVEMENT.6. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL HORIZONTAL AND VERTICAL CONTROL.7. CONTRACTOR SHALL EXCAVATE DRAINAGE TRENCHES TO FOLLOW PROPOSED STORM SEWER ALIGNMENTS.8. GRADES SHOWN ARE FINISHED GRADES. CONTRACTOR SHALL ROUGH GRADE TO SUBGRADE ELEVATION AND LEAVE STREET READY FOR SUBBASE.9. ALL EXCESS MATERIAL, BITUMINOUS SURFACING, CONCRETE ITEMS, ANY ABANDONED UTILITY ITEMS, AND OTHER UNSTABLE MATERIALS SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE DISPOSED OF OFF THE CONSTRUCTION SITE.10. REFER TO THE UTILITY PLAN FOR SANITARY SEWER MAIN, WATER MAIN SERVICE LAYOUT AND ELEVATIONS AND CASTING / STRUCTURE NOTATION.11. CONTRACTOR IS RESPONSIBLE FOR CONSTRUCTION OF PAVEMENTS AND CURB AND GUTTER WITH SMOOTH UNIFORM SLOPES TO PROVIDE POSITIVE DRAINAGE.12. INSTALL A MINIMUM OF <4" CLASS 5> AGGREGATE BASE UNDER CURB AND GUTTER AND CONCRETE SIDEWALKS. 13. UPON COMPLETION OF EXCAVATION AND FILLING, CONTRACTOR SHALL RESTORE ALL STREETS AND DISTURBED AREAS ON SITE. ALL DISTURBED AREAS SHALL BE RE-VEGETATED WITH A MINIMUM OF < 4" OF TOPSOIL>.14. ALL SPOT ELEVATIONS/CONTOURS ARE TO GUTTER / FLOW LINE UNLESS OTHERWISE NOTED.15. GRADING FOR ALL SIDEWALKS AND ACCESSIBLE ROUTES INCLUDING CROSSING DRIVEWAYS SHALL CONFORM TO CURRENT ADA STATE/NATIONAL STANDARDS. IN NO CASE SHALL ACCESSIBLE RAMP SLOPES EXCEED 1 VERTICAL TO 12 HORIZONTAL. IN NO CASE SHALL SIDEWALK CROSS SLOPES EXCEED 2% . IN NO CASE SHALL LONGITUDINAL SIDEWALK SLOPES EXCEED 5%. IN NO CASE SHALL ACCESSIBLE PARKING STALLS OR AISLES EXCEED 2% (1.5%TARGET) IN ALL DIRECTIONS. SIDEWALK ACCESS TO EXTERNAL BUILDING DOORS AND GATES SHALL BE ADA COMPLIANT. CONTRACTOR SHALL NOTIFY ENGINEER IMMEDIATELY IF ADA CRITERIA CANNOT BE MET IN ANY LOCATION PRIOR TO PAVING. NO CONTRACTOR CHANGE ORDERS WILL BE ACCEPTED FOR A. D.A COMPLIANCE ISSUES.16. MAINTAIN A MINIMUM OF 0.5% GUTTER SLOPE TOWARDS LOW POINTS.17. CONTRACTOR TO PROVIDE 3" INSULATION BY 5' WIDE CENTERED ON STORM PIPE IF LESS THAN 4' OF COVER IN PAVEMENT AREAS AND LESS THAN 3' OF COVER IN LANDSCAPE AREAS.18. ROOF DRAIN INVERT CONNECTIONS AT THE BUILDING SHALL BE AT ELEVATION < XXX.XX> OR LOWER UNLESS NOTED OTHERWISE. REFERENCE MEP PLANS FOR ROOF DRAIN CONNECTION.19. ALL STORM SEWER CONNECTIONS SHALL BE GASKETED AND WATER TIGHT INCLUDING MANHOLE CONNECTIONS.20. ALL STORM SEWER PIPE SHALL BE AIR TESTED This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley- Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.SHEET NUMBER 2022 KIMLEY-HORN AND ASSOCIATES, INC.767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COMK:\TWC_LDEV\interstate partners\otsego, mn\3 Design\ CAD\ plansheets\C5-GRADING DETAILS.dwg January 18, 2022 - 1:40pmBYREVISIONSNo.DATEPRELIMINARY - NOT FOR CONSTRUCTIONPREPARED FORDRAINAGEDETAILSC403INTERSTATE OTSEGO -DAKOTA SUPPLY GROUPINTERSTATEDEVELOPMENTOTSEGOMINNESOTADATE: I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION ANDTHAT IAMADULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THE STATE OFMINNESOTA.MNLIC. NO.BRIAN M. WURDEMAN01/18/202253113DATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT16095900801/18/2022AS SHOWNHKDHKDBMWPRE-CAST WEIR WALL WITH MANHOLE STRUCTURE UPSTREAM SIDE OF WEIR WALL DOWNSTREAM SIDE OF WEIR WALL 18" INLET 18" OUTLET OCS-1 PLAN VIEW 48"5"OCS- 1 WEIR WALL SECTION INVERT: 954.00 TOP WEIR WALL: 957.40 6"2.5"MANHOLE (WALL OR BASE)WEIR REINFORCEMENT @ WALL AND BASE NOTES:1. THE FOLLOWING MAY BE USED AS AN ALTERNATIVE TO THE PRE- CAST ANCHORS: HVA ADHESIVE ANCHOR SYSTEM, WITH HVA ADHESIVE CAPSULES AND #5 REBAR, AS MANUFACTURED BY HILTI CORP OR APPROVED EQUAL.2. REINFORCEMENT BARS IN WEIR NOT SHOWN. UPSTREAM SIDE OF WEIRDOWNSTREAM SIDE OF WEIR 4 ANCHOR PRE- CAST INTO MANHOLE 12" O. C.100 YR HWL: 959.40 3:1 MAX NATIVE SOILS BASIN BOTTOM: 956.00 3:1 MA X 18" CULVERT IE: 954.00 6" PERFORATED DRAINTILE TO BE EMBEDDED IN BURRITO OF 1.5" TO 3.5": ROCK MEETING AASHTO M-43.SEE DETAIL DRAINTILE DETAIL IE: 954. 00 WESTERN SURFACE FILTRATION BASIN TYPICAL SECTION (B-1) N.T. S.24" ENGINEERED SOIL MEDIA. MNDOT SPEC. 3877 FILTER TOPSOIL BORROW, MODIFIED TO HAVE AMIXTUREBYVOLUME BY 80% SAND COVER MEETING GRADATION REQUIREMENTS OF SPEC. 3128 " FINE AGGREGATE FOR PORTLAND CEMENT CONCRETE" AND 20% MNDOT GRADE 2 COMPOST.CONTRACTOR IS TO NOT COMPACT FILTRATION BASIN BASIN TOP: 962.00 PROVIDE IMPERMEABLE LINER SEPARATION FROM SAND MEDIA AND GROUNDWATER, LINER TO BE 30 MIL AND MEET ASTM D-4833, ASTM D-412, AND ASTM D-624, PROVIDE GEOTEXTILE FABRIC TO PROTECT LINER FROM PUNCTURE WQ VOLUME ELEVATION: 957.40 TOP OF WEIR IE: 957.40 OPEN CASTING 18" CULVERT IE: 954.00 6" DRAINTILE FROM B-1, CONNECT ON DOWNSTREAM SIDE, IE: 954.00 STORMWATER DRAINTILE DETAIL 6" THICK 34" TO 1-1/2" CLEAN,WASHED, ANGULAR,NON-CARBONATE CRUSHED ROCK AGGREGATE AROUND PVC DRAINTILE 6" PERFORATED PVC DRAINTILE SLOPE SUBGRADE TO PVC DRAINTILE.1.0% (TYP.)NO SCALE 100 YR HWL: 958.56 3:1 MAX NATIVE SOILS BASIN BOTTOM: 956.00 3:1 MA X 18" CULVERT IE: 954. 00 6" PERFORATED DRAINTILE TO BE EMBEDDED IN BURRITO OF 1.5" TO 3. 5": ROCK MEETING AASHTO M-43. SEE DETAIL DRAINTILE DETAIL IE: 954.00 NORTHERN SURFACE FILTRATION BASIN TYPICAL SECTION (B-2)N. T.S.24" ENGINEERED SOIL MEDIA. This document, together PROPOSED OFFICE/WAREHOUSE 32,000 S.F. FUTUREEXPANSION±12,000 S. F.GATEGATE82 LF - 6" PVC @ 1. 00% REFER TO PUBLIC IMPROVEMENT PLANS SS-1 RE:968. 23 IE: 958.58 E SS-2 CONNECT TO PUBLIC SANITARY SEWER STUB IE:957. 75 W 6" GATE VALVE HYDRANT PUBLIC)6" DIP WATERMAIN PUBLIC)6" x 10" DIP REDUCER ( PUBLIC) 6" x 6" DIP BEND PRIVATE) 6" x 6" TEE ( PUBLIC)6" DIP WATER SERVICE 6" COMBINED DOMESTIC WATER & FIRE SUPPRESSION SERVICE - SEE MECHANICAL FOR CONTINUATION 6" DIP WATERMAIN PRIVATE) 10" x 16" DIP TEE PUBLIC)6" SANITARY SERVICE - SEE MECHANICAL FOR CONTINUATION 10" DIP WATERMAIN PUBLIC)20' PUBLIC WATERMAIN EASEMENT 6" DIP WATERMAIN PUBLIC)This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.SHEET NUMBER 2022 KIMLEY-HORN AND ASSOCIATES, INC.767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COMK:\TWC_ LDEV\interstate partners\otsego, mn\3 Design\CAD\ plansheets\C6.1-UTILITY PLAN.dwg January 18, 2022 - 1:41pmBYREVISIONSNo.DATEPRELIMINARY - NOT FOR CONSTRUCTIONPREPARED FORUTILITY PLANC500INTERSTATE OTSEGO -DAKOTA SUPPLY GROUPINTERSTATEDEVELOPMENTOTSEGOMINNESOTADATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION ANDTHAT I AM A DULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THE STATE OFMINNESOTA.MNLIC. NO.BRIAN M. WURDEMAN01/18/202253113DATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT16095900801/18/2022AS SHOWNHKDHKDBMWUTILITY PLAN NOTES 1. ALL FILL MATERIAL IS TO BE IN PLACE, AND COMPACTED BEFORE INSTALLATION OF PROPOSED UTILITIES.2. SANITARY SEWER PIPE SHALL BE AS FOLLOWS:8" PVC SDR35 PER ASTM D-3034, FOR PIPES LESS THAN 12' DEEP 8" PVC SDR26 PER ASTM D-3034, FOR PIPES MORE THAN 12' DEEP 6" PVC SCHEDULE 40 PER ASTM D-1785 DUCTILE IRON PIPE PER AWWA C150 3. WATER LINES SHALL BE AS FOLLOWS: 6" AND LARGER, PVC C-900 PER ASTM D 2241 CLASS 200 UNDER COUNTY ROADS, OTHERWISE CLASS 150 4" AND LARGER DUCTILE IRON PIPE PER AWWA C150 SMALLER THAN 3" PIPING SHALL BE COPPER TUBE TYPE "K" PER ANSI 816. 22 OR PVC, 200 P.S.I., PER ASTM D1784 AND D2241. 4. MINIMUM TRENCH WIDTH SHALL BE 2 FEET. 5. ALL WATER JOINTS ARE TO BE MECHANICAL JOINTS WITH RESTRAINTS SUCH AS THRUST BLOCKING, WITH STAINLESS STEEL OR COBALT BLUE BOLTS, OR AS INDICATED IN THE CITY SPECIFICATIONS AND PROJECT DOCUMENTS.6. ALL UTILITIES SHOULD BE KEPT TEN (10') APART (PARALLEL) OR WHEN CROSSING 18"VERTICAL CLEARANCE (OUTSIDE EDGE OF PIPE TO OUTSIDE EDGE OF PIPE OR STRUCTURE).7. CONTRACTOR SHALL MAINTAIN A MINIMUM OF 7'-5" COVER ON ALL WATERLINES.8.IN THE EVENT OF A VERTICAL CONFLICT BETWEEN WATER LINES, SANITARY LINES,STORM LINES AND GAS LINES, OR ANY OBSTRUCTION (EXISTING AND PROPOSED), THE SANITARY LINE SHALL BE SCH. 40 OR C900 WITH MECHANICAL JOINTS AT LEAST 10 FEET ON EITHER SIDE OF THE CENTER LINE OF THE CROSSING. THE WATER LINE SHALL HAVE MECHANICAL JOINTS WITH APPROPRIATE FASTENERS AS REQUIRED TO PROVIDE A MINIMUM OF 18" VERTICAL SEPARATION. MEETING REQUIREMENTS OF ANSI A21.10 OR ANSI 21.11 (AWWA C- 151) (CLASS 50).9. LINES UNDERGROUND SHALL BE INSTALLED, INSPECTED AND APPROVED BEFORE BACKFILLING.10. TOPS OF MANHOLES SHALL BE RAISED AS NECESSARY TO BE FLUSH WITH PROPOSED PAVEMENT ELEVATIONS, AND TO BE ONE FOOT ABOVE FINISHED GROUND ELEVATIONS, IN GREEN AREAS, WITH WATERTIGHT LIDS.11. ALL CONCRETE FOR ENCASEMENTS SHALL HAVE A MINIMUM 28 DAY COMPRESSION STRENGTH AT 3000 P.S.I.12. EXISTING UTILITIES SHALL BE VERIFIED IN FIELD PRIOR TO INSTALLATION OF ANY NEW LINES. 13. REFER TO INTERIOR PLUMBING DRAWINGS FOR TIE-IN OF ALL UTILITIES.14. CONTRACTOR IS RESPONSIBLE FOR COMPLYING TO THE SPECIFICATIONS OF THE CITY OF OTSEGO AND/OR STATE OF MINNESOTA WITH REGARDS TO MATERIALS AND INSTALLATION OF THE WATER AND SEWER LINES.15. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES, AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTORMUST CALL THE This document, together 12 - SDO 12 - SDO 22 - PDS8 - SDO13 - PDS 30 - CBC 13 - PDS8 - SDO8 - SDO13 - PDS PROPOSED OFFICE/WAREHOUSE 32,000 S.F. FUTUREEXPANSION±12, 000 S.F.GATEGATELANDSCAPE LEGEND EXISTING DECIDUOUS TREE ( TYP.)EXISTING CONIFEROUS TREE (TYP.) EXISTING SHRUB (TYP.)EDGER (TYP.) APPROXIMATE LIMITS OF SOD / IRRIGATION, SOD ALL DISTURBED AREAS ( TYP.)SEED/ SOD EDGE (TYP.)MNDOT SEED 33- 261: STORMWATER SOUTH &WEST (TYP.)CANOPY TREES CODE QTY BOTANICAL NAME COMMON NAME CONT CAL/SIZE ABM 7 ACER X FREEMANII 'AUTUMN BLAZE' AUTUMN BLAZE MAPLE B & B 2" CAL.HCK 4 CELTIS OCCIDENTALIS COMMON HACKBERRY B & B 2" CAL.EVERGREEN TREES CODE QTY BOTANICAL NAME COMMON NAME CONT CAL/SIZE BHS 4 PICEA GLAUCA 'DENSATA'BLACK HILLS WHITE SPRUCE B & B WHP 8 PINUS STROBUS WHITE PINE B & B 6` HT.ORNAMENTAL TREES CODE QTY BOTANICAL NAME COMMON NAME CONT CAL/SIZE SSC 2 MALUS X 'SPRING SNOW'SPRING SNOW CRABAPPLE B & B 6` HT.DECIDUOUS SHRUBS CODE QTY BOTANICAL NAME COMMON NAME CONT SPACING SOS 35 AMELANCHIER ALNIFOLIA 'OBELISK' TM STANDING OVATION SERVICEBERRY # 5 CONT. 4` O.C.DECIDUOUS SHRUBS CODE QTY BOTANICAL NAME COMMON NAME CONT SPACING ANH 10 HYDRANGEA ARBORESCENS 'ANNABELLE' ANNABELLE HYDRANGEA # 5 CONT. 4` O.C.IRD 6 CORNUS SERICEA 'ISANTI'ISANTI RED TWIG DOGWOOD # 5 CONT. 5` O.C.PLANT SCHEDULE EVERGREEN SHRUBS CODE QTY BOTANICAL NAME COMMON NAME CONT SPACING SGJ 5 JUNIPERUS CHINENSIS 'SEA GREEN' SEA GREEN JUNIPER # 5 CONT. 4` O.C.PERENNIALS CODE QTY BOTANICAL NAME COMMON NAME CONT SPACING CBC 30 ECHINACEA X 'CLEOPATRA'CLEOPATRA BUTTERFLY CONEFLOWER # 1 CONT. 18" O.C.PDS 61 SPOROBOLUS HETEROLEPIS PRAIRIE DROPSEED # 1 CONT. 24" O.C.SDO 48 HEMEROCALLIS X 'STELLA DE ORO'STELLA DE ORO DAYLILY # 1 CONT. 18" O.C. This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.SHEET NUMBER 2022 KIMLEY-HORN AND ASSOCIATES, INC.767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COMK:\ TWC_LDEV\interstate partners\otsego, mn\3 Design\ CAD\plansheets\L1-LANDSCAPE PLAN.dwg January 18, 2022 - 1: 42pmBYREVISIONSNo.DATEPRELIMINARY - NOT FOR CONSTRUCTIONPREPARED FOROVERALLLANDSCAPE PLANL100INTERSTATE OTSEGO - DAKOTA 1 - HCK 1 - SSC 5 - ANH1 - ABM 1 - ABM 1 - ABM 1 - HCK1 - SSC 5 - ANH 1 - HCK 4 - WHP 35-241 C CC 3 - IRD D D 33-261 35-241 35-241 1 - HCK 3 - ABM 24 - SOS12 - SDO 12 - SDO11 - SOS 22 - PDS 8 - SDO13 - PDS 30 - CBC 13 - PDS8 - SDO8 - SDO13 - PDS A A 5 - SGJ 3 - IRD 4 - WHP 4 - BHS PROPOSED OFFICE/WAREHOUSE 32,000 S.F. FUTUREEXPANSION±12,000 S. F.GATEGATEBLOCK 1, LOT 1 15.89 AC KADLER AVENUELANDSCAPE LEGEND EXISTING DECIDUOUS TREE (TYP.)EXISTING CONIFEROUS TREE ( TYP.)EXISTING SHRUB (TYP.)EDGER ( TYP.)APPROXIMATE LIMITS OF SOD / IRRIGATION,SOD ALL DISTURBED AREAS (TYP.)SEED/ SOD EDGE (TYP.) MNDOT SEED 33- 261: STORMWATER SOUTH &WEST ( TYP.)A LANDSCAPE KEYNOTES EDGER ( TYP.)DOUBLE SHREDDED HARDWOOD MULCH ( TYP.)ROCK MULCH ( TYP.) SOD ( TYP.) MAINTENANCE STRIP (TYP.) B C D E SEEDING KEYNOTES SEED WITH MNDOT 33-261: STORMWATER SOUTH & WEST (TYP.)SEED WITH MNDOT 35-241: MESIC PRAIRIE GENERAL SEED MIX (TYP.)33-261 35-241 CANOPY TREES CODE BOTANICAL NAME COMMON NAME ABM ACER X FREEMANII 'AUTUMN BLAZE' AUTUMN BLAZE MAPLE HCK CELTIS OCCIDENTALIS COMMON HACKBERRY EVERGREEN TREES CODE BOTANICAL NAME COMMON NAME BHS PICEA GLAUCA 'DENSATA'BLACK HILLS WHITE SPRUCE WHP PINUS STROBUS WHITE PINE ORNAMENTAL TREES CODE BOTANICAL NAME COMMON NAME SSC MALUS X 'SPRING SNOW'SPRING SNOW CRABAPPLE PLANT SCHEDULE DECIDUOUS SHRUBS CODE BOTANICAL NAME COMMON NAME SOS AMELANCHIER ALNIFOLIA 'OBELISK' TM STANDING OVATION SERVICEBERRY DECIDUOUS SHRUBS CODE BOTANICAL NAME COMMON NAME ANH HYDRANGEA ARBORESCENS 'ANNABELLE' ANNABELLE HYDRANGEA IRD CORNUS SERICEA 'ISANTI'ISANTI RED TWIG DOGWOOD EVERGREEN SHRUBS CODE BOTANICAL NAME COMMON NAME SGJ JUNIPERUS CHINENSIS 'SEA GREEN' SEA GREEN JUNIPER PERENNIALS CODE BOTANICAL NAME COMMON NAME CBC ECHINACEA X 'CLEOPATRA'CLEOPATRA BUTTERFLY CONEFLOWER PDS SPOROBOLUS HETEROLEPIS PRAIRIE DROPSEED SDO HEMEROCALLIS X 'STELLA DE ORO'STELLADE LANDSCAPE LEGEND EXISTING DECIDUOUS TREE (TYP.) EXISTING CONIFEROUS TREE (TYP.) EXISTING SHRUB (TYP.) EDGER (TYP.) APPROXIMATE LIMITS OF SOD / IRRIGATION, SOD ALL DISTURBED AREAS (TYP.) SEED/ SOD EDGE (TYP.) MNDOT SEED 33-261: STORMWATER SOUTH & WEST (TYP.) A LANDSCAPE KEYNOTES EDGER (TYP.) DOUBLE SHREDDED HARDWOOD MULCH (TYP.) ROCK MULCH (TYP.) SOD (TYP.) MAINTENANCE STRIP (TYP.) B C D E SEEDING KEYNOTES SEED WITH MNDOT 33-261: STORMWATER SOUTH & WEST (TYP.) SEED WITH MNDOT 35-241: MESIC PRAIRIE GENERAL SEED MIX (TYP.) 33-261 35-241 35-241 33-261 35-241 CANOPY TREES CODE BOTANICAL NAME COMMON NAME ABM ACER X FREEMANII 'AUTUMN BLAZE' AUTUMN BLAZE MAPLE HCK CELTIS OCCIDENTALIS COMMON HACKBERRY EVERGREEN TREES CODE BOTANICAL NAME COMMON NAME BHS PICEA GLAUCA 'DENSATA'BLACK HILLS WHITE SPRUCE WHP PINUS STROBUS WHITE PINE ORNAMENTAL TREES CODE BOTANICAL NAME COMMON NAME SSC MALUS X 'SPRING SNOW'SPRING SNOW CRABAPPLE PLANT SCHEDULE DECIDUOUS SHRUBS CODE BOTANICAL NAME COMMON NAME SOS AMELANCHIER ALNIFOLIA 'OBELISK' TM STANDING OVATION SERVICEBERRY DECIDUOUS SHRUBS CODE BOTANICAL NAME COMMON NAME ANH HYDRANGEA ARBORESCENS 'ANNABELLE' ANNABELLE HYDRANGEA IRD CORNUS SERICEA 'ISANTI'ISANTI RED TWIG DOGWOOD EVERGREEN SHRUBS CODE BOTANICAL NAME COMMON NAME SGJ JUNIPERUS CHINENSIS 'SEA GREEN' SEA GREEN JUNIPER PERENNIALS CODE BOTANICAL NAME COMMON NAME CBC ECHINACEA X 'CLEOPATRA'CLEOPATRA BUTTERFLY CONEFLOWER PDS SPOROBOLUS HETEROLEPIS PRAIRIE DROPSEED SDO HEMEROCALLIS X 'STELLA DE ORO'STELLA DE ORO DAYLILY This document, togetherwith This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.SHEET NUMBER 2022 KIMLEY- HORN AND ASSOCIATES, INC.767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN. COMK:\ TWC_LDEV\interstate partners\otsego, mn\3 Design\ CAD\plansheets\L1-LANDSCAPE DETAILS.dwg January 18, 2022 - 1:42pmBYREVISIONSNo. DATEPRELIMINARY - NOT FOR CONSTRUCTIONPREPARED FORLANDSCAPEDETAILSL103INTERSTATE OTSEGO -DAKOTA SUPPLY GROUPINTERSTATEDEVELOPMENTOTSEGOMINNESOTADATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION ANDTHAT I AM A DULY LICENSED PROFESSIONALLANDSCAPE ARCHITECT UNDER THE LAWS OFTHE STATE OF MINNESOTA.MNLIC. NO.RYAN A. HYLLESTED01/ 18/202253828DATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT16095900801/18/2022AS SHOWNKHAKHARAHDOUBLE SHREDDED HARDWOOD MULCH NOTES:2X ROOT BALL WIDTH SOD 4" TOPSOIL PREPARED PLANTING BED AND BACKFILL SOIL THOROUGHLY LOOSENED)NOTES:1. SCARIFY SIDES AND BOTTOM OF HOLE.2. PROCEED WITH CORRECTIVE PRUNING OF TOP AND ROOT.3. REMOVE CONTAINER AND SCORE OUTSIDE OF SOIL MASS TO REDIRECT AND PREVENT CIRCLING FIBROUS ROOTS. REMOVE OR CORRECT STEM GIRDLING ROOTS.4. PLUMB AND BACKFILL WITH PLANTING SOIL.5. WATER THOROUGHLY WITHIN 2 HOURS TO SETTLE PLANTS AND FILL VOIDS.6. BACK FILL VOIDS AND WATER SECOND TIME.7. PLACE MULCH WITHIN 48 HOURS OF THE SECOND WATERING UNLESS SOIL MOISTURE IS EXCESSIVE.8. MIX IN 3-4" OF ORGANIC COMPOST.1. SCARIFY SIDES AND BOTTOM OF HOLE.2. PROCEED WITH CORRECTIVE PRUNING.3. SET PLANTONUNDISTURBEDNATIVESOIL OR THOROUGHLY COMPACTED PLANTING SOIL.INSTALL PLANT SO THE ROOT FLARE IS AT OR UP TO 2" ABOVE THE FINISHED GRADE WITH BURLAP AND WIREBASKET, (IF USED), INTACT.4. SLIT REMAINING TREATED BURLAPAT 6" INTERVALS.5. BACKFILL TO WITHIN APPROXIMATELY 12" OF THE TOP OF THE ROOTBALL, THEN WATER PLANT.REMOVE THE TOP 1/3 OFTHE BASKET OR THE TOP TWO HORIZONTAL RINGS WHICHEVER IS GREATER. REMOVE ALL BURLAP AND NAILS FROM THE TOP 1/3 OF THE BALL. REMOVE ALL TWINE.REMOVE ORCORRECT STEM GIRDLING ROOTS.6. PLUMB AND BACKFILL WITH PLANTING SOIL. 7. WATER THOROUGHLY WITHIN 2 HOURS TO SETTLE PLANTS AND FILL VOIDS.8. BACK FILL VOIDS AND WATER SECOND TIME. 9. PLACE MULCH WITHIN 48 HOURS OF THE SECOND WATERING UNLESS SOIL MOISTURE IS EXCESSIVE. 10. FINAL LOCATION OF TREE TO BE APPROVED BY OWNER.PLANTING SOIL ON CENTER SPACINGAS STATED ON PLAN.EXTEND HOLE EXCAVATION WIDTH A MINIMUM OF 6" BEYONDTHE PLANTS ROOT SYSTEM.FINISHED GRADE EDGER, AS SPECIFIED TREE PLANTING DETAIL SCALE: N. T.S.L1031 SHRUB / PERENNIAL PLANTING DETAIL SCALE: N.T.S.L1032 MULCH 3/16" X 4" STEEL EDGER 12" STEEL EDGER SPIKE TURF/SOD SUBGRADE 12" STEEL EDGER SPIKE 3/16" X 4" STEEL EDGER4'MULCH TURF/SOD TOP OF EDGER TO BE FLUSH WITH SOD PLANSECTION STEEL EDGER DETAIL SCALE: N.T.S.L1033 SPADED EDGE DETAIL SCALE: 1-1/2"=1'L1035 MULCH AT PLANTING AREA SPADED EDGE "V" SHAPED, 4" WIDTH,4" DEPTH, MORE VERTICAL ON LAWN SIDE LAWN GRASS FINISHED GRADE BUILDING, EXTERIOR WALL PROVIDE POSITIVE DRAINAGE AWAY FROM BUILDING SPECIFIED ROCK MULCH 1.5' MAINTENANCE STRIP EDGER, AS SPECIFIED SOIL MIX TO BE MINIMUM OF 4" BELOW EDGING TOP TO ALLOW FOR ADEQUATE LIP FOR MULCH.SPECIFIED SOIL MIX FINISH GRADE FOR LAWN MAINTENANCE STRIP DETAIL SCALE: 1-1/2"=1' L10344"1"1. CONTRACTOR SHALL CONTACT COMMON GROUND ALLIANCE AT 811 OR CALL811.COM TO VERIFY LOCATIONS OF ALL UNDERGROUND UTILITIES PRIOR TO INSTALLATION OF ANY PLANTS OR LANDSCAPE MATERIAL.2. ACTUAL LOCATION OF PLANT MATERIAL IS SUBJECT TO FIELD AND SITE CONDITIONS.3. NO PLANTING WILL BE INSTALLED UNTIL ALL GRADING AND CONSTRUCTION HAS BEEN COMPLETED IN THE IMMEDIATE AREA. 4. ALL SUBSTITUTIONS MUST BE APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO SUBMISSION OF ANY BID AND/OR QUOTE BY THE LANDSCAPE CONTRACTOR. 5. CONTRACTOR SHALL PROVIDE TWO YEAR GUARANTEE OF ALL PLANT MATERIALS. THE GUARANTEE BEGINS ON THE DATE OF THE LANDSCAPE ARCHITECT'S OR OWNER'S WRITTEN ACCEPTANCE OF THE INITIAL PLANTING. REPLACEMENT PLANT MATERIAL SHALL HAVE A ONE YEAR GUARANTEE COMMENCING UPON PLANTING.6. ALL PLANTS TO BE SPECIMEN GRADE, MINNESOTA-GROWN AND/OR HARDY. SPECIMEN GRADE SHALL ADHERE TO, BUT IS NOT LIMITED BY, THE FOLLOWING STANDARDS:ALL PLANTS SHALL BE FREE FROM DISEASE, PESTS, WOUNDS, SCARS, ETC.ALL PLANTS SHALL BE FREE FROM NOTICEABLE GAPS, HOLES, OR DEFORMITIES.ALL PLANTS SHALL BE FREE FROM BROKEN OR DEAD BRANCHES.ALL PLANTS SHALL HAVE HEAVY, HEALTHY BRANCHING AND LEAFING.CONIFEROUS TREES SHALL HAVE AN ESTABLISHED MAIN LEADER AND A HEIGHT TO WIDTH RATIO OF NO LESS THAN 5:3.7. PLANTS TO MEET AMERICAN STANDARD FOR NURSERY STOCK (ANSI Z60.1- 2014 OR MOST CURRENT VERSION) REQUIREMENTS FOR SIZE AND TYPE SPECIFIED.8. PLANTS TO BE INSTALLED AS PER MNLA & ANSI STANDARD PLANTING PRACTICES.9. PLANTS SHALL BE IMMEDIATELY PLANTED UPON ARRIVAL AT SITE. PROPERLY HEEL-IN MATERIALS IF NECESSARY; TEMPORARY ONLY.10. PRIOR TO PLANTING, FIELD VERIFY THAT THE ROOT COLLAR/ROOT FLAIR IS LOCATED AT THE TOP OF THE BALLED & BURLAP TREE. IF THIS IS NOT THE CASE, SOIL SHALL BE REMOVED DOWN TO THE ROOT COLLAR/ROOT FLAIR. WHEN THE BALLED & BURLAP TREE IS PLANTED,THE ROOT COLLAR/ROOT FLAIR SHALL BE EVEN OR SLIGHTLY ABOVE FINISHED GRADE.11. OPEN TOP OF BURLAP ON BB MATERIALS; REMOVE POT ON POTTED PLANTS; SPLIT AND BREAK APART PEAT POTS.12. PRUNE PLANTS AS NECESSARY - PER STANDARD NURSERY PRACTICE AND TO CORRECT POOR BRANCHING OF EXISTING AND PROPOSED TREES.13. WRAP ALL SMOOTH- BARKED TREES - FASTEN TOP AND BOTTOM. REMOVE BY APRIL 1ST.14. STAKING OF TREES AS REQUIRED; REPOSITION, PLUMB AND STAKE IF NOT PLUMB AFTER ONE YEAR.15. THE NEED FOR SOIL AMENDMENTS SHALL BE DETERMINED UPON SITE SOIL CONDITIONS PRIOR TO PLANTING. LANDSCAPE CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT FOR THE NEED OF ANY SOIL AMENDMENTS.16. BACKFILL SOIL AND TOPSOIL TO ADHERE TO MN/DOT STANDARD SPECIFICATION 3877 (SELECT TOPSOIL BORROW) AND TO BE EXISTING TOP SOIL FROM SITE FREE OF ROOTS, ROCKS LARGER THAN ONE INCH, SUBSOIL DEBRIS, AND LARGE WEEDS UNLESS SPECIFIED OTHERWISE. MINIMUM 4" DEPTH TOPSOIL FOR ALL LAWN GRASS AREAS AND 12" DEPTH TOPSOIL FOR TREE, SHRUBS, AND PERENNIALS.17. MULCH TO BE AT ALL TREE, SHRUB, PERENNIAL, AND MAINTENANCE AREAS. TREE AND SHRUB PLANTING BEDS SHALL HAVE 4" DEPTH OF DOUBLE SHREDDED HARDWOOD MULCH. DOUBLE SHREDDED HARDWOOD MULCH TO BE USED AROUND ALL PLANTS WITHIN TURF AREAS.PERENNIAL AND ORNAMENTAL GRASS BEDS SHALL HAVE 2" DEPTH DOUBLE SHREDDED HARDWOOD MULCH. MULCH TO BE FREE OF DELETERIOUS MATERIAL AND COLORED BROWN, OR APPROVED EQUAL. ROCK MULCH TO BE BUFF LIMESTONE, 1 1/2" TO 3" DIAMETER, AT MINIMUM 3" DEPTH, OR APPROVED EQUAL. ROCK MULCH TO BE ON COMMERCIAL GRADE FILTER FABRIC, BY TYPAR, OR APPROVED EQUAL WITH NO EXPOSURE. MULCH AND FABRIC TO BE APPROVED BY OWNER PRIOR TO INSTALLATION. MULCH TO MATCH EXISTING CONDITIONS WHERE APPLICABLE). 18. EDGING TO BE COMMERCIAL GRADE COL-MET (OR EQUAL) STEEL EDGING; 3/16" THICK, COLOR BLACK, OR SPADED EDGE, AS INDICATED. STEEL EDGING SHALL BE PLACED WITH SMOOTH CURVES AND STAKED WITH METAL SPIKES NO GREATER THAN 4 FOOT ON CENTER WITH TOP OF EDGER AT GRADE, FOR MOWERS TO CUT ABOVE WITHOUT DAMAGE. UTILIZE CURBS AND SIDEWALKS FOR EDGING WHERE POSSIBLE. SPADED EDGE TO PROVIDE V-SHAPED DEPTH AND WIDTH TO CREATE SEPARATION BETWEEN MULCH AND GRASS. INDIVIDUAL TREE, SHRUB,OR RAIN-GARDEN BEDS TO BE SPADED EDGE, UNLESS NOTED OTHERWISE. EDGING TO MATCH EXISTING CONDITIONS (WHERE APPLICABLE).19. ALL DISTURBED AREAS TO BE SODDED OR SEEDED, UNLESS OTHERWISE NOTED. PARKING LOT ISLANDS TO BE SODDED WITH SHREDDED HARDWOOD MULCH AROUND ALL TREES AND SHRUBS. SOD TO BE STANDARD MINNESOTA GROWN AND HARDY BLUEGRASS MIX, FREE OF LAWN WEEDS. ALL TOPSOIL AREAS TO BE RAKED TO REMOVE DEBRIS AND ENSURE DRAINAGE. SLOPES OF 3:1 OR GREATER SHALL BE STAKED. SEED AS SPECIFIED AND PER MN/ DOT SPECIFICATIONS. IF NOT INDICATED ON LANDSCAPE PLAN, SEE EROSION CONTROL PLAN.20. PROVIDE IRRIGATION TO ALL PLANTED AREAS ON SITE. IRRIGATION SYSTEM TO BE DESIGN/BUILD BY LANDSCAPE CONTRACTOR. IRRIGATION SYSTEM TO INCLUDE FLOW SENSOR, MASTER VALVE, AND RAIN SENSOR. ALL HEADS TO BE PRESSURE REGULATED.LANDSCAPE CONTRACTOR TO PROVIDE SHOP DRAWINGS TO LANDSCAPE ARCHITECT FOR APPROVAL PRIOR TO INSTALLATION OF IRRIGATION SYSTEM. CONTRACTOR TO PROVIDE OPERATION MANUALS, AS-BUILT PLANS, AND NORMAL PROGRAMMING. SYSTEM SHALL BE WINTERIZED AND HAVE SPRING STARTUP DURING FIRST YEAR OF OPERATION. SYSTEM SHALL HAVE ONE-YEAR WARRANTY ON ALL PARTS AND LABOR. ALL INFORMATION ABOUT INSTALLATION AND SCHEDULING CAN BE OBTAINED FROM THE GENERAL CONTRACTOR.21. CONTRACTOR SHALL PROVIDE NECESSARY WATERING OF PLANT MATERIALS UNTIL THE PLANT IS FULLY ESTABLISHED OR IRRIGATION SYSTEM IS OPERATIONAL. OWNER WILL NOT PROVIDE WATER FOR CONTRACTOR.22. REPAIR, REPLACE, OR PROVIDE SOD/SEED AS REQUIRED FOR ANY ROADWAY BOULEVARD AREAS ADJACENT Know what'sbelow. before you dig.Call KADLER AVEJA L G E R AV EI-9 4 MAGNETICDESCRIPTION SHEET INDEX COVER SHEET TYPICAL SECTIONS ALIGNMENT PLAN AND TAUBULATIONS CONSTRUCTION PLAN AND PROFILE GRADING PLAN SHEET NO. 1 2 3 4 - 8 9 PRELIMINARY PLAN SUBMITTAL JANUARY 18, 2022 THIS PLAN SET CONTAINS 9 SHEETS KADLER AVENUE RECONSTRUCTION CITY PROJECT NO. XX- XX CITY OF OTSEGO, MINNESOTA CONSTRUCTION PLANS FOR BEGIN CONSTRUCTION KALDER AVE STA. 10+80. 85 END CONSTRUCTION KALDER AVE STA. 31+45. 08 PROPOSED PRIVATE DEVELOPMENT SEE SEPARATE PLAN SET B OSTEGO, WRIGHT COUNTY, MINNESOTA SECTION 27, TOWNSHIP 121N, RANGE 24W LOCATION MAP PLAN ALIGNMENT PLAN SET v2-12Apr22 1 ZONING MAP AMENDMENT FINDINGS OF FACT & DECISION APPLICANT: Kadler Industrial, LLC APPLICATION: Request to amend the Zoning Map for land included in the Interstate Otsego preliminary plat and final plat. CITY COUNCIL MEETING: 9 May 2022 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: The South Half of the Northeast Quarter of Section 27, Township 121, Range 24, Wright County, Minnesota. B. The property lies within the West Sewer District and is guided industrial land uses by the 2012 Otsego Comprehensive Plan, as amended. C. The property is zoned A-1, Agriculture Rural Service District. D. The applicant is proposing to amend the Zoning Map to rezone the property to I-2, General Industrial 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 11-3- 2.F of the Zoning Ordinance: 1. The proposed action's consistency with the specific policies and provisions of the Otsego Comprehensive Plan. Finding: The 2012 Otsego Comprehensive Plan guides the subject site for future industrial land uses within the West Sewer District. Industrial development is a goal of the Comprehensive Plan so as to diversify the tax base and lessen dependance on residential properties as well as to create employment opportunities within Otsego. The Future Land Use Plan guides the area west of CSAH 19 and north of 70th Street for a range of industrial uses, including those that involve outdoor storage. The proposed use is consistent with the goals and policies of the 2012 Comprehensive Plan. v2-12Apr22 2 2. The proposed use's compatibility with present and future land uses of the area. Finding: The table below summarizes existing and planned land uses in the area surrounding the subject site: Direction Land Use Plan Zoning Map Existing Use North Industrial A-1 District Undeveloped Rural residential East Industrial A-1 District Horse stable South Industrial I-2 District Bury Industrial Park West Industrial A-1 District Undeveloped The proposed development is characteristic of the existing industrial uses developed to the south within the Bury Industrial Park, with this type of development guided to occur to the east, north, and west of the subject site. Existing and future residential uses to the southeast will be separated by Kadler Avenue. 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 lot and development of the lot will be required to comply with all requirements of the Zoning Ordinance, Subdivision Ordinance, and Engineering Manual. 4. Traffic generation of the proposed use in relation to capabilities of streets serving the property. Finding: The subject site will access to Kadler Avenue, which the Transportation Plan of the 2012 Otsego Comprehensive Plan designates as a Commercial/Industrial Collector Street. Kadler Avenue will be improved abutting the subject site to accommodate and direct traffic south to 70th Street for regional transportation access. The streets serving the subject site have adequate capacity to accommodate the traffic generated by the proposed development. 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 West Sewer District established by the 2012 Otsego Comprehensive Plan. Sewer and water utilities are available at the subject site with sufficient capacity to accommodate the proposed use. The City has the ability to provide all other required municipal services to the subject site within the West Sewer District. F. The planning report dated 2 March 2022 prepared by the City Planner, The Planning Company LLC, is incorporated herein. G. The engineering review dated April 14, 2022 prepared by the City Engineer, Hakanson Anderson, Inc. is incorporated herein. v2-12Apr22 3 H. The Otsego Planning Commission conducted a public hearing at their regular meeting on 7 March 2022 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. MOTION BY: SECOND BY: ALL IN FAVOR: THOSE OPPOSED: ADOPTED by the City Council of the City of Otsego this 9th day of May, 2022. CITY OF OTSEGO By:________________________________ Jessica L. Stockamp, Mayor Attest: By:____________________________ Audra Etzel, City Clerk 1 ORDINANCE NO.: 2022-05 CITY OF OTSEGO COUNTY OF WRIGHT, MINNESOTA AN ORDINANCE AMENDING THE ZONING ORDINANCE OF THE CITY OF OTSEGO TO PROVIDE FOR A CHANGE IN ZONING CLASSIFICATION FOR LAND INCLUDED WITHIN THE PLAT OF INTERSTATE OTSEGO. THE CITY COUNCIL OF THE CITY OF OTSEGO DOES HEREBY ORDAIN: Section 1. The official Zoning Map of the Otsego Zoning Ordinance is hereby amended to change the zoning classification of the property legally as described as: The South Half of the Northeast Quarter of Section 27, Township 121, Range 24, Wright County, Minnesota. Section 2. The property is hereby rezoned from an A-1, Agricultural Rural Service District designation to I-2, General Industrial District designation. Section 3. The Zoning Map of the City of Otsego shall not be republished to show the aforesaid rezoning, but the Zoning Administrator shall appropriately mark the Zoning Map on file at City Hall for the purpose of indicating the rezoning hereinabove provided for in this Ordinance, and all of the notations, references and other information shown thereon are hereby incorporated by reference and made part of this Ordinance. Section 4. This Ordinance shall become effective immediately upon its passage and publication according to Law. 2 MOTION BY: SECOND BY: ALL IN FAVOR: THOSE OPPOSED: ADOPTED by the City Council of the City of Otsego this 9th day of May, 2022. CITY OF OTSEGO BY:_____________________________ Jessica L. Stockamp, Mayor ATTEST:__________________________ Audra Etzel, City Clerk v2-12Apr22 1 PREIMINARY/FINAL PLAT INTERIM USE PERMIT FINDINGS OF FACT & DECISION APPLICANT: Kadler Industrial, LLC APPLICATION: Request for approval of the Interstate Otsego preliminary/final plat and an Interim Use Permit and site/building plans for Dakota Supply Group. CITY COUNCIL MEETING: 9 May 2022 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: The South Half of the Northeast Quarter of Section 27, Township 121, Range 24, Wright County, Minnesota. B. The property lies within the West Sewer District and is guided industrial land uses by the 2012 Otsego Comprehensive Plan, as amended. C. The property is zoned I-2, General Industrial District. D. The applicant is proposing a preliminary/final plat of one lot to be known as Interstate Otsego and development of Lot 1, Block 1 with an 32,000 square foot building requiring an Interim Use Permit for outdoor storage and subject to site and building plan review. 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 11-5- 2.F of the Zoning Ordinance: 1. The proposed action's consistency with the specific policies and provisions of the Otsego Comprehensive Plan. Finding: The 2012 Otsego Comprehensive Plan guides the subject site for future industrial land uses within the West Sewer District. Industrial development is a goal of the Comprehensive Plan so as to diversify the tax base and lessen dependance on residential properties as well as to create employment opportunities within Otsego. The Future Land Use Plan guides the area west of CSAH 19 and north of 70th Street for a range of industrial uses, including those that involve outdoor storage. The proposed use is consistent with the goals and policies of the 2012 Comprehensive Plan. v2-12Apr22 2 2. The proposed use's compatibility with present and future land uses of the area. Finding: The table below summarizes existing and planned land uses in the area surrounding the subject site: Direction Land Use Plan Zoning Map Existing Use North Industrial A-1 District Undeveloped Rural residential East Industrial A-1 District Horse stable South Industrial I-2 District Bury Industrial Park West Industrial A-1 District Undeveloped The proposed development is characteristic of the existing industrial uses developed to the south within the Bury Industrial Park, with this type of development guided to occur to the east, north, and west of the subject site. Existing and future residential uses to the southeast will be separated by Kadler Avenue. 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 lot and development of the lot will be required to comply with all requirements of the Zoning Ordinance, Subdivision Ordinance, and Engineering Manual. 4. Traffic generation of the proposed use in relation to capabilities of streets serving the property. Finding: The subject site will access to Kadler Avenue, which the Transportation Plan of the 2012 Otsego Comprehensive Plan designates as a Commercial/Industrial Collector Street. Kadler Avenue will be improved abutting the subject site to accommodate and direct traffic south to 70th Street for regional transportation access. The streets serving the subject site have adequate capacity to accommodate the traffic generated by the proposed development. 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 West Sewer District established by the 2012 Otsego Comprehensive Plan. Sewer and water utilities are available at the subject site with sufficient capacity to accommodate the proposed use. The City has the ability to provide all other required municipal services to the subject site within the West Sewer District. F. The planning report dated 2 March 2022 prepared by the City Planner, The Planning Company LLC, is incorporated herein. G. The engineering review dated April 14, 2022 prepared by the City Engineer, Hakanson Anderson, Inc. is incorporated herein. v2-12Apr22 3 H. The Otsego Planning Commission conducted a public hearing at their regular meeting on 7 March 2022 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: 1. Approval of the preliminary plat shall not guarantee access to sanitary sewer service. The City shall only allocate sanitary sewer capacity to approved final plats with signed development contracts to assure the City of timely development. 2. Right-of-way dedication and design and construction plans for Kadler Avenue shall be subject to review by the City Engineer. 3. The developer shall be responsible for the cost and construction of Kadler Avenue, subject to review and approval of the City Engineer. 4. Outlot A shall be deeded to the City for stormwater management purposes. 5. Drainage and utility easements: a. No drainage and utility easement shall be dedicated over Outlot A. b. Temporary drainage and utility easement shall be provided over Outlot B by document. c. All drainage and utility easements shall be subject to review and approval of the City Engineer. 6. Outlot A shall be revised to provide sufficient area for a public trail corridor between the property line and wetland buffer. 7. The site plan shall be revised to indicate the location of the access and buildings on the property to the east of the subject site. 8. The design and construction of the off-street parking area shall be subject to review and approval of the City Engineer. 9. The site plan shall be revised to indicate the surface of the outdoor storage area, which is to be subject to review and approval of the City Engineer. 10. The landscape plan shall be revised to provide for minimum eight-foot evergreen trees surrounding the north and west perimeter of the outdoor storage, subject to review and approval of the Zoning Administrator. 11. Proposed fencing shall comply with Section 11-19-4.H of the Zoning Ordinance and requires approval of a fence permit by the Zoning Administrator prior to construction. v2-12Apr22 4 12. A plan detailing the type, location, and height of all proposed exterior lighting shall be submitted and is to comply with Section 11-16-6 of the Zoning Ordinance, subject to review and approval of the Zoning Administrator. 13. All signs shall comply with Chapter 37 of the Zoning Ordinance and require a sign permit approved by the Zoning Administrator prior to installation. 14. Any outdoor storage of waste and recycling containers shall comply with Section 11-18-4.C of the Zoning Ordinance, subject to review and approval of the Zoning Administrator. 15. All stormwater management plans shall be subject to review and approval of the City Engineer. 16. The developer shall pay a Stormwater Impact Fee for Otsego Creek in accordance with the fee schedule at the time of final plat approval. 17. All utility plans shall be subject to review and approval of the City Engineer. 18. The developer shall pay utility availability charges in accordance with the fee schedule in effect at the time of final plat approval. 19. The developer shall enter into a performance agreement and development contract as required by Section 10-10-4.A of the Subdivision Ordinance and Section 11-9-7 of the Zoning Ordinance, subject to review by the City Attorney and approval of the City Council. MOTION BY: SECOND BY: ALL IN FAVOR: THOSE OPPOSED: ADOPTED by the City Council of the City of Otsego this 9th day of May, 2022. CITY OF OTSEGO By:________________________________ Jessica L. Stockamp, Mayor Attest: By:____________________________ Audra Etzel, City Clerk 1 CITY OF OTSEGO COUNTY OF WRIGHT STATE OF MINNESOTA RESOLUTION NO: 2022-47 APPROVING A DEVELOPMENT CONTRACT FOR INTERSTATE OTSEGO WHEREAS, Kadler Industrial, LLC (the “developer”) is proposing platting of the Interstate Otsego final plat and development of Lot 1, Block 1, Interstate Otsego; and WHEREAS, a final plat and an Interim User Permit for the development was approved by the City Council on 9 May 2022; and WHEREAS, Section 10-10-4.A of the Subdivision Ordinance and Section 11-9-7 of the Zoning Ordinance requires the developer to enter into a development contract 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 contract; and WHEREAS, those obligations are outlined and memorialized in the attached Development Contract. NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF OTSEGO, MINNESOTA THAT: 1. The Development Contract attached hereto between the City of Otsego and Kadler Industrial, 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 Development Contract on behalf of the City of Otsego. 2 ADOPTED by the City Council of the City of Otsego this 9th day of May, 2022. MOTION BY: SECONDED BY: IN FAVOR: OPPOSED: CITY OF OTSEGO __________________________________ Jessica L. Stockamp, Mayor ATTEST: __________________________________ Audra Etzel, City Clerk 1 221219v14A Interstate Otsego (reserved for recording information) DEVELOPMENT CONTRACT (Developer Installed Improvements) INTERSTATE OTSEGO CONTRACT dated ____________________, 2022, by and between the CITY OF OTSEGO, a Minnesota municipal corporation (“City”), and KADLER INDUSTRIAL LLC, a Minnesota limited liability company (the “Developer”) and, together with the City, sometimes hereinafter collectively referred to as the “Parties”. 1. REQUEST FOR PLAT APPROVAL. The Developer has asked the City to approve a plat for INTERSTATE OTSEGO (referred to in this Contract as the "Plat"). The land is situated in the County of Wright, State of Minnesota, and is legally described as: The South Half of the Northeast Quarter of Section 27, Township 121, Range 24, Wright County, Minnesota. 2. CONDITIONS OF PLAT APPROVAL. The City hereby approves the Plat on condition that the Developer enter into this Contract, furnish the “Security” (as defined in Section 29 below) required from the Developer, and cause the Plat to be recorded with the Wright County Recorder within 100 days after the City Council approves the final Plat (“Plat Approval”). 3. RIGHT TO PROCEED. Within the Plat or land to be platted, the Developer may not grade or otherwise disturb the earth or remove trees, unless a grading permit has been approved by the City 2 221219v14A Interstate Otsego Engineer following approval of a preliminary Plat by the City Council, construct sewer lines, water lines, streets, utilities, public or private improvements, or any buildings until all the following conditions have been satisfied: 1) this Contract has been fully executed by both parties and filed with the City Clerk, 2) the necessary Security has been received by the City, 3) the necessary insurance for the Developer and its construction contractors has been received by the City, and 4) the plat has been filed with the Wright County Recorder or Registrar of Titles’ office. 4. CHANGES IN OFFICIAL CONTROLS. For five (5) years from the date of this Contract, no amendments to the City’s Comprehensive Plan or official controls shall apply to or affect the use, development density, lot size, lot layout or dedications of the approved Plat unless required by state or federal law or agreed to in writing by the City and the Developer. Thereafter, notwithstanding anything in this Contract to the contrary, to the full extent permitted by state law, the City may require compliance with any amendments to the City’s Comprehensive Plan, official controls, platting or dedication requirements enacted after the date of this Contract. 5. DEVELOPMENT PLANS. The Plat shall be developed in accordance with the following plans. The plans shall not be attached to this Contract. The plans may be prepared, subject to the City Engineer’s approval, after entering the Contract, but before commencement of any work in the Plat. The City Engineer may approve minor amendments to Plans without City Council approval. If the plans vary from the written terms of this Contract, the written terms shall control. The plans are: Plan A - Plat Plan B - Final Grading, Drainage, and Erosion Control Plan Plan D - Plans and Specifications for Public Improvements Plan E - Street Lighting Plan Plan F - Landscape Plan Plan G – Kadler Avenue Reconstruction Plan 3 221219v14A Interstate Otsego 6. IMPROVEMENTS. The Developer shall install and pay for the following public improvements (collectively, the “Improvements” : A. Sanitary Sewer System B. Water System C. Storm Sewer System D. Streets E. Concrete Curb and Gutter F. Street Lights G. Site Grading, Stormwater Treatment/Infiltration Basins, and Erosion Control H. Underground Utilities I. Setting of Iron Monuments J. Surveying and Staking K. Sidewalks and Trails L. Retaining Walls M. Landscaping The Improvements shall be installed in accordance with the City subdivision ordinance; City standard specifications for utility and street construction; and any other ordinances including Chapter 6 of the City Code concerning erosion and sediment control. The Developer shall submit plans and specifications which have been prepared by a competent Minnesota registered professional engineer to the City for approval by the City Engineer. The Developer shall instruct its engineer to provide adequate field inspection personnel to assure an acceptable level of quality control to the extent that the Developer’s engineer will be able to certify that the construction work meets the approved City standards as a condition of City acceptance. In addition, the City may, at the City’s discretion and at the Developer’s expense, have one or more City inspectors and a soil engineer inspect the work on a full or part-time basis. The Developer, its contractors and subcontractors, shall follow all instructions received from the City’s inspectors. The Developer’s engineer shall provide for on-site project management. The Developer’s 4 221219v14A Interstate Otsego engineer is responsible for design changes and contract administration between the Developer and the Developer’s contractor. The Developer or its engineer shall schedule a pre-construction meeting at a mutually agreeable time at the City with all parties concerned, including the City staff, to review the program for the construction work. Within thirty (30) days after the completion of the improvements and before the security is released, the Developer shall supply the City with a complete set of reproducible “as- constructed” plans and an electronic file of the “as-constructed” plans in an AutoCAD .DWG file or a .DXF file, all prepared in accordance with City standards. In accordance with Minnesota Statutes 505.021, the final placement of iron monuments for all lot corners must be completed before the applicable Security is released. The Developer’s surveyor shall also submit a written notice to the City certifying that the monuments have been installed following site grading, utility and street construction. 7. CONTRACTORS/SUBCONTRACTORS. City Council members, City employees, and City Planning Commission members, and corporations, partnerships, and other entities in which such individuals have greater than a 25% ownership interest or in which they are an officer or director may not act as contractors or subcontractors for the Improvements identified in Paragraph 8 above. 8. PERMITS. The Developer shall obtain or require its contractors and subcontractors to obtain all necessary permits, which may include: A. Wright County for County Road Access and Work in County Rights-of-Way B. MnDot for State Highway Access C. MnDot for Work in Right-of-Way D. Minnesota Department of Health for Watermains E. MPCA NPDES Permit for Construction Activity F. MPCA for Sanitary Sewer and Hazardous Material Removal and Disposal G. DNR for Dewatering H. City of Otsego for Building Permits, Retaining Walls, Irrigation I. MDH for water permits J. MPCA for sewer extension 5 221219v14A Interstate Otsego 9. DEWATERING. Due to the variable nature of groundwater levels and stormwater flows, it will be the Developer’s and the Developer’s contractors and subcontractors responsibility to satisfy themselves with regard to the elevation of groundwater in the area and the level of effort needed to perform dewatering and storm flow routing operations. All dewatering shall be in accordance with all applicable county, state, and federal rules and regulations. DNR regulations regarding appropriations permits shall also be strictly followed. 10. TIME OF PERFORMANCE. The Developer shall install all required Improvements by December 31, 2022. 11. STREETS. The Developer agrees to maintain the area of Kadler Avenue under construction to allow access for 7524 Kadler Avenue until the base course bituminous surfacing has been accepted by the City. Should the City be required to grade the street prior to paving, the cost of such grading shall be paid by the Developer and drawn from the Developer’s letter of credit. Should the City determine that snowplowing is necessary prior to street paving, the City will plow the street(s) prior to acceptance of the streets. The Developer shall hold harmless and indemnify the City from any and all liability related to this snow plowing and shall pay all costs associated with this snow plowing. Any plowing undertaken by the City shall constitute no acceptance or evidence of acceptance of the street(s) in question. The final wear course shall not be constructed until at least one construction season after the base construction is completed. Upon final completion of streets and acceptance by the City as a City street rather than a private drive, the Developer shall guarantee to the City for a period of two (2) years the streets have been constructed to City standards. The warranty period shall not commence until such time as street construction is completed and the streets are accepted as City streets by the City. The two (2) year warranty period set forth above commences upon the date on which the City accepts the streets by resolution. 12. LICENSE. The Developer hereby grants the City, its agents, employees, officers and contractors a license to enter the Plat to perform all work and inspections deemed appropriate by the City in conjunction with plat development. 6 221219v14A Interstate Otsego 13. EROSION CONTROL. Prior to initiating site grading, the Erosion Control Plan, Plan B, shall be implemented by the Developer and inspected and approved by the City. The City may impose additional erosion control requirements if they would be beneficial. All areas disturbed by the grading operations shall be stabilized per the MPCA Stormwater Permit for Construction Activity. Seed shall be in accordance with the City’s current seeding specification which may include temporary seed to provide ground cover as rapidly as possible. All seeded areas shall be fertilized, mulched, and disc anchored as necessary for seed retention. The Parties recognize that time is of the essence in controlling erosion. If the Developer does not comply with the MPCA Stormwater Permit for Construction Activity or with the Erosion Control Plan and schedule or supplementary instructions received from the City, the City may take such action as it deems appropriate to control erosion. The City will endeavor to notify the Developer in advance of any proposed action, but failure of the City to do so will not affect the Developer’s and City’s rights or obligations hereunder. If the Developer does not reimburse the City for any costs the City incurred for such work within ten (10) days, the City may draw down the letter of credit to pay any costs. No development, utility or street construction will be allowed and no building permits will be issued unless the Plat is in full compliance with the approved Erosion Control Plan. 14. GRADING. The Plat shall be graded in accordance with the approved Grading and Erosion Control Plan, Plan “B” and Plan “G”. Plan B and G shall conform to City of Otsego specifications. Within thirty (30) days after completion of the grading and before the City approves the required building permits, the Developer shall provide the City with an “as-built” survey of the grading plan certified by a registered land surveyor or engineer (the “As-Built Survey”) that all storm water treatment/infiltration basins and swales, have been constructed on public easements or land owned by the City. The As-Built Survey 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 house pads, and all other items listed in City Code. The City will withhold issuance of building permits 7 221219v14A Interstate Otsego until the approved As-Built Survey is on file with the City and all erosion control measures are in place as determined by the City Engineer. Before a building permit is issued, a cash escrow shall be furnished to the City in accordance with the City’s current fee schedule to guarantee compliance with the Grading and Erosion Control Plan and the submittal of the As-Built Survey. If the final Grading and Erosion Control Plan and As-Built Survey are not timely completed, the City may enter the lot, perform the work, and apply the cash escrow toward the cost. Upon satisfactory completion of the grading, erosion control and as-built survey, the escrow funds, without interest, less any draw made by the City, shall be returned to the person who deposited the funds with the City. The certified As-Built Survey must be submitted and approved for commercial, industrial or institutional developments prior to issuance of a building permit. 15. CLEAN UP. The Developer shall clean dirt and debris from streets that has resulted from construction work by the Developer, home builders, subcontractors, their agents or assigns. Prior to any construction in the Plat, the Developer shall identify in writing a responsible party and schedule for erosion control, street cleaning, and street sweeping. 16. OWNERSHIP OF IMPROVEMENTS. Upon completion of the work and construction required by this Contract and final acceptance by the City, the improvements lying within public easements shall become City property without further notice or action. 17. LATERAL STORM SEWER. The Developer shall post a security for lateral storm sewer in the amount of $489,985.00 which is due upon final Plat Approval. The Developer must install a 36 inch storm culvert under Kadler Avenue at the Creek Crossing. This is considered part of the City’s trunk storm sewer system and the City shall provide a credit to the Developer for the cost of this pipe and installation in the amount of $27,855.00. The Developer shall pay a cash fee in the amount of $32,278.65 for the Trunk Storm Water Management Impact Fee due upon final Plat Approval which is calculated as follows: 15.09 Net Acres X $3,985/Net Acre - $27,855.00 Credit = $32,278.65 8 221219v14A Interstate Otsego 18. LATERAL AND TRUNK SANITARY SEWER. The Developer shall pay to the City the required water availability charges and sanitary sewer availability charges. The water and sewer availability charges shall be collected according to Section 8-1-6-B of City Code including 9.0 RECs per gross acre for multiple family uses and 3.5 RECs per gross acre for commercial, industrial, or institutional uses. The Developer shall post a security in the amount of $151,303.00 for Lateral and Trunk Sanitary Sewer which is due upon final Plat Approval. The Developer must install a 15 inch sanitary sewer pipe and three (3) manholes along Kadler Avenue with the development of Interstate Otsego. This is considered trunk sanitary sewer and part of the City’s Master Sewer Plan. This pipe is necessary to provide future connections across Kadler Avenue. The City shall provide a credit to the Developer for the cost of the pipe, manholes and installation in the amount of $77,176.50. The Developer shall pay a cash fee in the amount of $75,194.78 for the Sewer Availability Charge (“SAC”) at the time of Plat Approval which is calculated as follows: 15.09 Gr Ac X 3.5 RECs/Gr Ac X 2,885/REC – $77,176.50 Credit = $75,194.78 19. LATERAL AND TRUNK WATERMAIN. The Developer shall post a security in the amount of $97,343.00 for the installation of lateral and trunk watermain and connection. The Developer shall pay a cash fee in the amount of $106,369.41 for the Water Availability Charge (“WAC”) at the time of Plat Approval which is calculated as follows: 15.09 Gr Ac X 3.5 RECs/Gr Ac X $2,014.00/REC = $106,369.41 20. SEWER CONNECTION CHARGE AND WATER CONNECTION CHARGE. The Developer shall pay to the City required water and sewer connection charges. The water and sewer connection charges shall be collected per Section 8-1-6-C of City Code for all uses and must be paid prior to the issuance of a building permit based on the fee schedule in effect at the time of application for the building permit. 9 221219v14A Interstate Otsego 21. CONSTRUCTION ACCESS. Construction traffic access, ingress and egress for grading, public utility construction, and public street construction is restricted to access the subdivision as approved by the City Engineer. 22. WETLAND, STREET, AND TRAFFIC CONTROL SIGNS. The Developer shall pay to the City $8,750.00 for installation of wetland, street, and traffic control signs. The fee is calculated as follows: 35 signs X 250.00/Sign = $8,750.00. 23. LANDSCAPING. Landscaping shall be installed in accordance with the approved Landscape Plan. The Developer shall post a $27,084.00 landscaping security at the time of final Plat Approval to ensure that the landscaping is installed in accordance with the approved Landscape Plan. The Developer shall revise the Landscape Plan prior to final Plat Approval to provide for minimum eight-foot evergreen trees surrounding the north and west perimeter of the outdoor storage, subject to review and approval of the Zoning Administrator. 24. WETLAND REPLACEMENT OR MITIGATION. Before the City signs the final Plat, the Developer shall post a $68,668.16 security for wetland mitigation (“Wetland Mitigation Security”). This Wetland Mitigation Security may be in the form of a letter of credit separate from the primary development security or in the form of a non-interest bearing cash escrow with the City. 25. SPECIAL PROVISIONS. The following special provisions shall apply to plat development: A. Implementation of the conditions listed in the Findings of Fact approved by the City Council on May 9, 2022. B. Before the City signs the final Plat, the Developer shall provide to the City a Warranty Deed transferring title of Outlot A, free and clear of any and all encumbrances, including but not limited to all Outlots for stormwater basins, wetlands, and wetland buffers. C. The Developer shall revise the Kadler Avenue plans (construction and cross sections) prior to final Plat Approval to indicate the location of the access and buildings on the property to the east of the subject site. 10 221219v14A Interstate Otsego D. The Developer shall revise the Site Plan prior to final Plat Approval to indicate the surface of the outdoor storage area, subject to review and approval of the City Engineer. E. Any outdoor storage of waste and recycling containers shall comply with Section 11-18-4.C of the Zoning Ordinance, subject to review and approval of the Zoning Administrator. F. All signs shall comply with Chapter 37 of the Zoning Ordinance and shall require a sign permit approved by the Zoning Administrator prior to installation. G. Proposed fencing shall comply with Section 11-19-4.H of the Zoning Ordinance and requires approval of a fence permit by the Zoning Administrator prior to construction. H. The Developer shall submit a plan detailing the type, location, and height of all proposed exterior lighting in compliance with Section 11-16-6 of the Zoning Ordinance, subject to review and approval of the Zoning Administrator. I. The design and construction of the Interstate Otsego – Dakota Supply Group site development plan shall be subject to review and approval of the City Engineer. J. Right-of-Way dedication and design and construction plans for Kadler Avenue shall be subject to review by the City Engineer. K. The Developer shall be responsible for the cost and construction of Kadler Avenue, subject to review and approval of the City Engineer. L. All stormwater management plans shall be subject to review and approval of the City Engineer. M. The Developer shall pay a Stormwater Impact Fee for Otsego Creek in accordance with the fee schedule at the time of final Plat Approval. N. All utility plans are subject to review and approval of the City Engineer. O. The Developer shall pay utility availability charges in accordance with the fee schedule in effect at the time of final Plat Approval. P. All drainage and utility easements shall be subject to review and approval of the City Engineer. Q. Prior to City Council approval of the final Plat, the Developer shall furnish a boundary survey of the proposed property to be platted (“Boundary Survey”) with all property corner monumentation 11 221219v14A Interstate Otsego in place and marked with lath and a flag. Any encroachments on or adjacent to the property shall be noted on the Boundary Survey. The Developer's land surveyor shall certify on the Boundary Survey that all irons have been set following site grading and utility and street construction. In addition, the Boundary Survey must also include a certification that all irons for a specific lot have either been found or set prior to the issuance of a building permit for that lot. R. The Developer shall pay a cash fee for the preparation of record construction drawings, GIS, and City base map updating. This fee is $250.00 per lot for a total charge of $250.00. S. The Developer is required to submit the final Plat in electronic format. The electronic format shall be either AutoCAD.DWG file or a .DXF file. All construction record drawings (e.g., grading, utilities, streets) shall be in electronic format in accordance with standard City specifications. 26. CONSTRUCTION ADMINISTRATION AND FEES FOR CITY SERVICES. The Developer shall pay a fee for consulting engineering administration following approval of the Plat. City engineering administration will include consultation with Developer and its engineer on status or problems regarding the project, monitoring during the warranty period, general administration and processing of requests for reduction in security. Fees for this service shall be the actual amount billed for those services, which are estimated to be three percent (3%) of the estimated construction cost of the Improvements to be inspected, assuming normal construction and project scheduling. The Developer shall pay for construction observation performed by the City Engineer. Construction observation shall include part or full time observation, as determined by the City Engineer, of proposed street, sanitary sewer, water and storm drainage construction and will be billed on hourly rates actually required for said inspection, which are estimated to be five percent (5%) of the estimated construction cost of the Improvements to be inspected. In the event of prolonged construction or unusual problems, the City will notify the Developer of anticipated cost overruns for engineering administration and observation services. Any amounts for engineering administration not utilized from this escrow fund shall be returned to the Developer when all Improvements have been completed, all financial obligations to the City satisfied, and the required "as constructed" plans have been 12 221219v14A Interstate Otsego received by the City. The escrow and fee account shall also include estimated fees for legal expenses actually incurred (with excess funds, if any, returned to Developer as indicated in this Contract), City Administrative Fee (a flat fee due upon execution of this Contract), Trunk Water and Sewer Access Fees (a flat fee due upon execution of this Contract), Park and Trail Dedication Fees (a flat fee due upon execution of this Contract), and shall be as stated by the Financial Summary. This escrow amount shall be submitted to the City prior to the City executing this Contract. All administrative and legal fees related to plan review, drafting of this Contract and any other necessary items shall be paid to the City prior to execution of this Contract. Any amounts for legal and engineering not utilized from this escrow fund shall be returned to the Developer when all improvements have been completed, all financial obligations to the City satisfied, and the required "as constructed" plans have been received by the City. All other amounts listed as flat fees are non-refundable and available immediately for City use when posted. 27. SECURITY. To ensure compliance with the terms of this Contract, and construction of all Improvements, and satisfaction of all other obligations, the Developer shall furnish the City with a cash escrow or Irrevocable Standby Letter of Credit (the “Security”) with automatic renewal provisions in the amount as required under this Contract. The security amount shall be one hundred twenty five (125) percent of the City Engineer’s estimated cost of all Improvements and/or private improvements required by the Subdivision Ordinance or Zoning Ordinance. The Developer shall provide an additional security equal to six and one-half (6.5%) of the estimated cost of the required public and/or private improvements for use by the City for the purpose of assuming responsibility for design, bidding, and construction administration of the required improvement in the event of a default by the Developer as provided for by this Contract. 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 13 221219v14A Interstate Otsego 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 Contract 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 Contract or without notice if the Security is allowed to lapse prior to the end of the required term. If the required Improvements are not completed at least thirty (30) days prior 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 in Section 13 of this Contract. This Security shall be submitted to the City prior to execution of this Contract. All administrative and legal fees related to Plan review, drafting of this Contract and any other necessary items shall be paid to the City prior to execution of this Contract. Upon completion of the work contemplated hereunder and expiration of the warranty period, the remaining Security shall be promptly released to Developer, except that the Warranty Security may be retained by the City until the applicable warranty periods have expired. 28. SUMMARY OF SECURITY REQUIREMENTS. The amount of the security described above is calculated as follows: CONSTRUCTION COSTS: A. Sanitary Sewer – Lateral and Trunk $151,303.00 B. Watermain – Lateral and Trunk 97,343.00 C. Storm Sewer - Lateral 489,985.00 D. Streets 501,481.00 CONSTRUCTION SUB-TOTAL $1,240,112.00 14 221219v14A Interstate Otsego OTHER COSTS: A. Site Grading, Erosion & Sediment Control & Wetland Protection $45,270.00 B. Engineering & Surveying Construction Services (6.5) 80,607.28 C. Landscaping 27,084.00 D. Wetland Replacement 68,668.16 E. Retaining Walls (constructed adjacent to public property or public rights-of-way) 135,200.00 OTHER COSTS SUB-TOTAL $356,829.44 TOTAL – SUBTOTAL $1,596,941.44 TOTAL IRREVOCABLE LETTER OF CREDIT $1,996,176.80 FOR SECURITY (125% OF SUBTOTAL ESCROW A. City Legal Expenses (Est. 1.0% of $1,240,112.00) $12,401.12 B. City Construction Observation (Est. 8.0% of $1,240,112.00) 99,208.96 C. GIS Data Entry Fee $250.00 ESCROW TOTAL $111,860.08 This breakdown is not a restriction on the use of the Security. 29. 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 $1,240,112.00) $12,401.12 B. Trunk Sewer Availability Charge (SAC) 75,194.78 C. Storm Water Management Impact Fee 32,278.65 D. Trunk Water Availability Charge (WAC) 106,369.41 E. Wetland, Street & Traffic Control Signs 8,750.00 F. Wetland Delineation Review 2,000.00 TOTAL CASH REQUIREMENTS $236,993.96 30. WARRANTY. The Developer warrants all improvements required to be constructed by it pursuant to this Contract against poor material and faulty workmanship, other than as set forth hereafter in this Section 30, for a period of one (1) year. The warranty period for streets is two (2) years as specified in 15 221219v14A Interstate Otsego this Contract. The warranty period for underground utilities is two (2) years and shall commence following completion and acceptance by City Council. A minimum of 10% of the total security as specified above in the portion of Section 28 of this Contract shall be retained as warranty security calculated as follows. DEVELOPMENT WARRANTY LETTER OF CREDIT A. Sanitary Sewer $22,695.45 B. Watermain 14,601.45 C. Storm Sewer 73,497.75 D. Streets 52,800.00 E. Erosion & Sedimentation Control 2,263.50 TOTAL WARRANTY LETTER OF CREDIT $165,858.15 31. RESPONSIBILITY FOR COSTS. A. Except as otherwise specified herein, the Developer shall pay all costs incurred by it or the City in conjunction with the development of the Plat, including but not limited to Soil and Water Conservation District charges, legal, planning, engineering and construction observation inspection expenses incurred in connection with Plat Approval, the preparation of this Contract, review of construction plans and documents, and all costs and expenses incurred by the City in monitoring and inspecting development of the Plat. B. The Developer shall hold the City and its officers, employees, and agents harmless from claims made by itself and third parties for damages sustained or costs incurred resulting from Plat Approval and development. The Developer shall indemnify the City and its officers, employees, and agents for all costs, damages, or expenses which the City may pay or incur in consequence of such claims, including attorneys' fees. C. The Developer shall reimburse the City for costs incurred in the enforcement of this Contract, including engineering and attorneys' fees. D. The Developer shall pay, or cause to be paid when due, and in any event before any penalty is attached, all special assessments referred to in this Contract. This is a personal obligation of 16 221219v14A Interstate Otsego the Developer and shall continue in full force and effect even if the Developer sells one or more lots, the entire Plat, or any part of it. E. The Developer shall pay in full all bills submitted to it by the City for obligations incurred under this Contract within thirty (30) days after receipt. If the bills are not paid on time, the City may halt Plat development and construction until the bills are paid in full. Bills not paid within thirty (30) days shall accrue interest at the rate of eighteen percent (18%) per year. Additionally, the Developer shall pay in full all bills submitted to it by the City prior to any reductions in the Security for the development. F. In addition to the charges and special assessments referred to herein, other charges and special assessments may be imposed such as but not limited to sewer availability charges ("SAC"), City water connection charges, City sewer connection charges, and building permit fees. 32. 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 forty-eight (48) hours in advance. This Contract 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 land. When the City does any such work, the City may, in addition to its other remedies, assess the cost in whole or in part. 17 221219v14A Interstate Otsego 33. MISCELLANEOUS. A. The Developer represents to the City that the Plat complies with all city, county, state, and federal laws and regulations, including but not limited to: subdivision ordinances, zoning ordinances, and environmental regulations. If the City determines that the Plat does not comply, the City may, at its option, refuse to allow construction or development work in the Plat until the Developer does comply. Upon the City's demand, the Developer shall cease work until there is compliance. B. Third parties shall have no recourse against the City under this Contract. C. Breach of the terms of this Contract by the Developer shall be grounds for denial of building permits, including lots sold to third parties. D. If any portion, section, subsection, sentence, clause, paragraph, or phrase of this Contract is for any reason held invalid, such decision shall not affect the validity of the remaining portion of this Contract. E. Grading, curbing, and one lift of asphalt shall be installed on all public and private streets prior to issuance of any building permits. F. If building permits are issued prior to the acceptance of the Improvements, the Developer assumes all liability and costs resulting in delays in completion of the Improvements and damage to the Improvements caused by the City, Developer, its contractors, subcontractors, material men, employees, agents, or third parties. No sewer and water connections or inspections may be conducted and no one may occupy a building for which a building permit is issued on either a temporary or permanent basis until the streets needed for access have been paved with a bituminous surface and the utilities are accepted by the City Engineer. G. The action or inaction of the City shall not constitute a waiver or amendment to the provisions of this Contract. To be binding, amendments or waivers shall be in writing, signed by the parties and approved by written resolution of the City Council. The City's failure to promptly take legal action to enforce this Contract shall not be a waiver or release. 18 221219v14A Interstate Otsego H. This Contract shall run with the land and may be recorded against the title to the property. In the event this Contract is recorded, upon request by Developer, the City covenants to provide a recordable Certificate of Completion within a reasonable period of time following the request, upon the completion of the work and responsibilities required herein, payment of all costs and fees required and compliance with all terms of the Contract. A release of this Contract may be provided in the same manner and subject to the same conditions as a Certificate of Completion provided there are no outstanding or ongoing obligations of Developer under the terms of this Contract. The Developer covenants with the City, its successors and assigns, that the Developer is well seized in fee title of the property being final platted and/or has obtained consents to this Contract, in the form attached hereto, from all parties who have an interest in the property; that there are no unrecorded interests in the property being final platted; and that the Developer will indemnify and hold the City harmless for any breach of the foregoing covenants. I. Insurance. Prior to execution of the final Plat, Developer and its general contractor shall furnish to the City a certificate of insurance showing proof of the required insurance required under this Paragraph. Developer and its general contractor shall take out and maintain or cause to be taken out and maintained until six (6) months after the City has finally accepted the public improvements, such insurance as shall protect Developer and its general contractor and the City for work covered by the Contract including workers’ compensation claims and property damage, bodily and personal injury which may arise from operations under this Contract, whether such operations are by Developer and its general contractor or anyone directly or indirectly employed by either of them. The minimum amounts of insurance shall be as follows: 19 221219v14A Interstate Otsego Commercial General Liability (or in combination with an umbrella policy) $2,000,000 Each Occurrence $2,000,000 Products/Completed Operations Aggregate $2,000,000 Annual Aggregate The following coverages shall be included: Premises and Operations Bodily Injury and Property Damage Personal and Advertising Injury Blanket Contractual Liability Products and Completed Operations Liability Automobile Liability $2,000,000 Combined Single Limit – Bodily Injury & Property Damage Including Owned, Hired & Non-Owned Automobiles Workers Compensation Workers’ Compensation insurance in accordance with the statutory requirements of the State of Minnesota, including Employer’s Liability with minimum limits are as follows: • $500,000 – Bodily Injury by Disease per employee • $500,000 – Bodily Injury by Disease aggregate • $500,000 – Bodily Injury by Accident The Developer’s and general contractor’s insurance must be “Primary and Non-Contributory”. All insurance policies (or riders) required by this Contract shall be (i) taken out by and maintained with responsible insurance companies organized under the laws of one of the states of the United States and qualified to do business in the State of Minnesota, (ii) shall name the City, its employees and agents as additional insureds (CGL and umbrella only) by endorsement which shall be filed with the City and (iii) shall identify the name of the Plat. A copy of the endorsement must be submitted with the certificate of insurance. Developer’s and general contractor’s policies and Certificates of Insurance shall contain a provision that commercial coverage afforded under the policies shall not be cancelled without at least thirty (30) days’ advanced written notice to the City, or ten (10) days’ notice for non- payment of premium. An Umbrella or Excess Liability insurance policy may be used to supplement Developer’s or general contractor’s policy limits on a follow-form basis to satisfy the full policy limits required by this Contract. 20 221219v14A Interstate Otsego J. Indemnification. To the fullest extent permitted by law, Developer agrees to defend, indemnify and hold harmless the City, and its employees, officials, and agents from and against all claims, actions, damages, losses and expenses, including reasonable attorney fees, arising out of Developer’s negligence or its performance or failure to perform its obligations under this Contract. Developer’s indemnification obligation shall apply to Developer’s general contractor, subcontractor(s), or anyone directly or indirectly employed or hired by Developer, or anyone for whose acts Developer may be liable. Developer agrees this indemnity obligation shall survive the completion or termination of this Contract. K. 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. L. The Developer may not assign this Contract without the written permission of the City Council. The Developer's obligation hereunder shall continue in full force and effect even if the Developer sells one or more lots, the entire Plat, or any part of it, until the City’s issuance of a Certificate of Completion and Release. M. 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 of retaining walls, 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 Contract shall be constructed before any other building permit is issued for a lot on which a retaining wall is 21 221219v14A Interstate Otsego required to be built. All retaining walls must comply with the City’s engineering manual and the City’s zoning ordinance. N. Should the Developer convey any lot or lots in the Development to a third party, the City and the owner of that lot or those lots may amend this Development Contract or other city approvals or contracts for development or use of those lots without the approval or consent of the Developer or other lot owners in the Development. Private contracts between the owners of lots within the Development for shared service or access and related matters necessary for the efficient use of the Development shall be the responsibility of the lot owners and shall not bind or restrict City authority to approve applications from any lot owner in the Development. 34. NOTICES. Required notices to the Developer shall be in writing, and shall be either hand delivered to the Developer ATTN: Lonnie L. Provencher, or mailed to the Developer by certified mail at the following address: 6390 Carlson Drive, Eden Prairie, Minnesota 55346, ATTN: Lonnie L. Provencher. 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 care of the City Administrator at the following address: Otsego City Hall, 13400 90th Street NE, Otsego, Minnesota 55330. [The remainder of this page has been intentionally left blank. Signature pages follow.] 22 221219v14A Interstate Otsego CITY OF OTSEGO BY: ___________________________________________ Jessica L. Stockamp, Mayor (SEAL) AND __________________________________________ Audra Etzel, City Clerk STATE OF MINNESOTA ) )ss. COUNTY OF WRIGHT ) The foregoing instrument was acknowledged before me this ________ day of ______________, 2022, 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 23 221219v14A Interstate Otsego DEVELOPER: KADLER INDUSTRIAL LLC BY: ___________________________________________ Its STATE OF MINNESOTA ) )ss. COUNTY OF ____________ ) The foregoing instrument was acknowledged before me this ________ day of ______________, 2022, by __________________________________ the ____________________________________ of Kadler Industrial LLC, a Minnesota limited liability company, on behalf of said entity. ______________________________________________ NOTARY PUBLIC DRAFTED BY: CAMPBELL, KNUTSON Professional Association Grand Oak Office Center I 860 Blue Gentian Road, Suite 290 Eagan, MN 55121 Telephone: 651-452-5000 DSK/smt 24 221219v14A Interstate Otsego FEE OWNER CONSENT TO DEVELOPMENT CONTRACT OTSEGO FARMS, LLP, a Minnesota limited liability partnership, fee owners of all or part of the subject property, the development of which is governed by the foregoing Development Contract, affirm and consent to the provisions thereof and agree to be bound by the provisions as the same may apply to that portion of the subject property owned by them. Dated this _____ day of ____________, 2022. OTSEGO FARMS, LLP By: __________________________ [print name] Its: _______________________ [title] STATE OF MINNESOTA ) )ss. COUNTY OF __________ ) The foregoing instrument was acknowledged before me this _____ day of _____________, 2022, by _________________________, the _________________________ of Otsego Farms, LLP, a Minnesota limited liability partnership, on behalf of said entity. ________________________________________ NOTARY PUBLIC DRAFTED BY: CAMPBELL KNUTSON Professional Association Grand Oak Office Center I 860 Blue Gentian Road, Suite 290 Eagan, Minnesota 55121 651-452-5000 DSK/smt 25 221219v14A Interstate Otsego MORTGAGE HOLDER CONSENT TO DEVELOPMENT CONTRACT _______________________________________________________, which holds a mortgage on the subject property, the development of which is governed by the foregoing Development Contract, agrees that the Development Contract shall remain in full force and effect even if it forecloses on its mortgage. Dated this _____ day of ____________, 2_____. ______________________________________ ______________________________________ STATE OF MINNESOTA ) )ss. COUNTY OF __________ ) The foregoing instrument was acknowledged before me this _____ day of ________________, 2_____, by __________________________________________________________________________. ________________________________________ NOTARY PUBLIC DRAFTED BY: CAMPBELL KNUTSON Professional Association Grand Oak Office Center I 860 Blue Gentian Road, Suite 290 Eagan, Minnesota 55121 651-452-5000 DSK/smt 26 221219v14A Interstate Otsego [BANK LETTERHEAD] IRREVOCABLE LETTER OF CREDIT No. ___________________ Date: _________________ TO: City of Otsego City Hall 13400 90th Street NE Otsego, Minnesota 55330 Dear Sir or Madam: 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 ______________________________