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Item 4.2 Dakota Supply3601 Thurston Avenue Anoka, MN 55303 763.231.5840 TPC@PlanningCo.com 1 PLANNING REPORT  TO:  Otsego Planning Commission  FROM:  D.Daniel Licht, AICP REPORT DATE:  2 March 2022  120‐DAY DATE: 18 May 2022  RE:  Otsego – Interstate Otsego; Dakota Supply Group  TPC FILE:101.02  BACKGROUND  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  Item 4.2 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. ALL GENERAL 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 ENGINEER KIMLEY-HORN AND ASSOCIATES, INC. PREPARED BY: BRIAN M. WURDEMAN, P.E. 767 EUSTIS STREET, SUITE 100 ST. PAUL, MN 55114 TELEPHONE (651) 645-4197 OWNER / DEVELOPER INTERSTATE DEVELOPMENT 6390 CARLSON DRIVE EDEN PRAIRIE, MN 55346 TELEPHONE (651) 406-8050 CONTACT: LONNIE PROVENCHER INTERSTATE OTSEGO - DAKOTA SUPPLY GROUP SECTION 27, TOWNSHIP 121N, RANGE 24W FOR SITE DEVELOPMENT PLANS Know what'sbelow. before you dig.Call ARCHITECT LAMPERT ARCHITECTS 420 SUMMIT AVE ST. PAUL, MN 55102 TELEPHONE (763) 755-1211 EXT. 109 FAX (763) 757-2849 CONTACT: JAMES BERTHIAUME Sheet List Table Sheet Number Sheet Title C000 COVER SHEET C100 GENERAL NOTES C201 DEMO & EROSION CONTROL PLAN C202 DEMO & EROSION CONTROL PLAN C300 OVERALL SITE PLAN C301 SITE PLAN C302 SITE PLAN C304 CITY SITE DETAILS C400 OVERALL GRADING PLAN C401 GRADING PLAN C402 GRADING PLAN C404 CITY DRAINAGE DETAILS C500 UTILITY PLAN L100 OVERALL LANDSCAPE PLAN L101 LANDSCAPE PLAN L102 LANDSCAPE PLANKADLER AVEJA L G E R A V E I-9 4 C200C200 OVERALL DEMO & EROSION CONTROL PLAN C303 SITE DETAILSSITE DETAILS C403 DRAINAGE DETAILS L103 LANDSCAPE DETAILS 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 REPAIRED BY THE CONTRACTOR AT HIS EXPENSE TO THE SATISFACTION OF THE ENGINEER AND OWNER. 10. BEFORE PLACING PAVEMENT, CONTRACTOR SHALL VERIFY SUITABLE ACCESSIBLE ROUTES (PER A.D.A). 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. 11. MAXIMUM JOINT SPACING IS TWICE THE DEPTH OF THE CONCRETE PAVEMENT IN FEET. 20.0'20.0'9559 5 5 955955955 955 955 955 955 955955955 955955955 955955 955 960 9609 6 0 960960960 960960960960960960960960960 960 960 96 0 960 9 6 0 960 960 960 96096096 0 960 960 960 960 965 965 965965 96 5 9 6 5 965 965 970 970 97 0 970970970 975 975 951 951 951951 9519 5 1 952952952952 952 952 95 2 952 952 952952952952952 952 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 8 958 958 958 958 958958958 958 958 95 8 958958 958958958 958 9589 5 8 958 958 9 5 8 958958 958 9589589 5 9 959 959 959 959959 959959 959959959959959 959 959 95 9 959959 959 959 959959959959959 959 959 959 961961961961961 961 961 961 961 96 1 961 9 6 1961961961 961 961961 9 6 1 961 961 961 961 962962962 962 962 962 962962 96 2 96 2 962 962962 962 962 962 962 962962962962962 96 2 962 963 963 963 963 963 963963 963963963 96 3 96 3 963 9 6 3 963 963 963963963 964 964 964 964 964 964964964 964 9 6 4 964 964 964964 966 966 966966 96 6 9 6 6 966 966 967 967 96 7 967 967967 96 8 968968968 968 968 96 9 969 96 9 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 979 978 977 976 975 975974973 973 971 972 97 3 REFER TO PUBLIC IMPROVEMENT PLANS SF SF SF SF SF SF SF SF 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 FOR THIS AREA 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 OF THE CONTRACTOR AND NO EXTRA COMPENSATION WILL BE PROVIDED. 13. REFER TO SURVEY FOR ALL EXISTING INVERT AND RIM ELEVATIONS. 14. ALL UTILITIES SHOWN ARE EXISTING UTILITIES. 15. IN THE EVENT A WELL IS FOUND, THE CONTRACTOR SHALL CONTACT THE ENGINEER AND OWNER IMMEDIATELY. ALL WELLS SHALL BE SEALED BY A LICENSED WELL CONTRACTOR IN ACCORDANCE WITH ALL STATE OF MINNESOTA REQUIREMENTS. 16. IN THE EVENT THAT UNKNOWN CONTAINERS OR TANKS ARE ENCOUNTERED, THE CONTRACTOR SHALL CONTACT THE OWNER AND/OR OWNERS REPRESENTATIVE IMMEDIATELY. ALL CONTAINERS SHALL BE DISPOSED OF AT A PERMITTED LANDFILL PER THE PROJECT DOCUMENTS. 17. CONTRACTOR SHALL NOTIFY THE ENGINEER IF ANY EXISTING DRAINTILE IS ENCOUNTERED ON SITE. NO ACTIVE DRAINTILE SHALL BE REMOVED WITHOUT APPROVAL FROM THE ENGINEER. DEMOLITION PLAN NOTES LIMITS OF CONSTRUCTION PROPERTY LINE EXISTING CHAINLINK FENCE EXISTING CONTOUR CLEARING & GRUBBING EXISTING TREE LINE EXISTING CURB & GUTTER LEGEND ROCK ENTRANCE SILT FENCE LIMITS OF DISTURBANCE SF ROCK CHECK DAM 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 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 NO EXTRA COMPENSATION WILL BE PROVIDED. 13. REFER TO SURVEY FOR ALL EXISTING INVERT AND RIM ELEVATIONS. 14. ALL UTILITIES SHOWN ARE EXISTING UTILITIES. 15. IN THE EVENT A WELL IS FOUND, THE CONTRACTOR SHALL CONTACT THE ENGINEER AND OWNER IMMEDIATELY. ALL WELLS SHALL BE SEALED BY A LICENSED WELL CONTRACTOR IN ACCORDANCE WITH ALL STATE OF MINNESOTA REQUIREMENTS. 16. IN THE EVENT THAT UNKNOWN CONTAINERS OR TANKS ARE ENCOUNTERED, THE CONTRACTOR SHALL CONTACT THE OWNER AND/OR OWNERS REPRESENTATIVE IMMEDIATELY. ALL CONTAINERS SHALL BE DISPOSED OF AT A PERMITTED LANDFILL PER THE PROJECT DOCUMENTS. 17. CONTRACTOR SHALL NOTIFY THE ENGINEER IF ANY EXISTING DRAINTILE IS ENCOUNTERED ON SITE. NO ACTIVE DRAINTILE SHALL BE REMOVED WITHOUT APPROVAL FROM THE ENGINEER. DEMOLITION PLAN NOTESSEE SHEET C202NORTH LIMITS OF CONSTRUCTION PROPERTY LINE EXISTING CHAINLINK FENCE EXISTING CONTOUR CLEARING & GRUBBING EXISTING TREE LINE EXISTING CURB & GUTTER LEGEND ROCK ENTRANCE SILT FENCE LIMITS OF DISTURBANCE SF ROCK CHECK DAM 960960 965965970970970 975975959961961962962963963964964966966967967968968969969 969 971971971 972973973 9 7 3974974 955960965952953954956957958959961962963964 966 SF SF SF SF SF SF SF SF SF SF SFSFSFSFSFSFSFSFSFSFSFSF 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 NO EXTRA COMPENSATION WILL BE PROVIDED. 13. REFER TO SURVEY FOR ALL EXISTING INVERT AND RIM ELEVATIONS. 14. ALL UTILITIES SHOWN ARE EXISTING UTILITIES. 15. IN THE EVENT A WELL IS FOUND, THE CONTRACTOR SHALL CONTACT THE ENGINEER AND OWNER IMMEDIATELY. ALL WELLS SHALL BE SEALED BY A LICENSED WELL CONTRACTOR IN ACCORDANCE WITH ALL STATE OF MINNESOTA REQUIREMENTS. 16. IN THE EVENT THAT UNKNOWN CONTAINERS OR TANKS ARE ENCOUNTERED, THE CONTRACTOR SHALL CONTACT THE OWNER AND/OR OWNERS REPRESENTATIVE IMMEDIATELY. ALL CONTAINERS SHALL BE DISPOSED OF AT A PERMITTED LANDFILL PER THE PROJECT DOCUMENTS. 17. CONTRACTOR SHALL NOTIFY THE ENGINEER IF ANY EXISTING DRAINTILE IS ENCOUNTERED ON SITE. NO ACTIVE DRAINTILE SHALL BE REMOVED WITHOUT APPROVAL FROM THE ENGINEER. DEMOLITION PLAN NOTES SEE SHEET C201LIMITS OF CONSTRUCTION PROPERTY LINE EXISTING CHAINLINK FENCE EXISTING CONTOUR CLEARING & GRUBBING EXISTING TREE LINE EXISTING CURB & GUTTER LEGEND ROCK ENTRANCE SILT FENCE LIMITS OF DISTURBANCE SF ROCK CHECK DAM 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 CAN BE 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 AND UNTIL 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 BE DIFFICULT TO POST ALL PAGES INDIVIDUALLY. 4. CONTRACTOR SHALL POST OTHER STORMWATER AND/OR EROSION AND SEDIMENT CONTROL RELATED PERMITS ON THE SIGN AS REQUIRED BY THE GOVERNING AGENCIES. 5. SUBSEQUENT PERMIT MODIFICATION REQUESTS OR RENEWAL APPLICATIONS AND THEIR ASSOCIATED AUTHORIZATIONS OR RESPONSES SHALL BE POSTED ON THE SWPPP SIGN. 6. SIGN SHALL BE LOCATED OUTSIDE OF PUBLIC RIGHT-OF-WAY AND EASEMENTS UNLESS APPROVED BY THE GOVERNING AGENCY. 7. CONTRACTOR IS RESPONSIBLE FOR ENSURING STABILITY OF THE SWPPP INFORMATION SIGN. 1 ROCK CHECK DAMCD Z=% 2:1 2:1 (DOWNSTREAM VIEW) 2-10 ACRES OF DRAINAGE AREA (DOWNSTREAM VIEW) FLOW 2 ACRES OR LESS OF DRAINAGE AREA WATER FLOW 2" - 3" CLEAN STONE 3'RIPRAP FILTER FABRIC 3'6" 2:1FLOW 2" - 3" CLEAN STONE 3'FILTER FABRIC 3'6" H D (RECOMMENDED SPACING D=(100xH)/Z) GENERAL RULE FOR SPACING: THE BOTTOM OF THE UPSTREAM BERM SHOULD BE AT THE TOP OF THE NEXT DOWNSTREAM BERM N.T.S. 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 0.30 AC 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. THERE ARE 0.00 ACRES OF WETLAND IMPACTS. BUILDING DATA SUMMARY AREAS PROPOSED PROPERTY 692,168 SF (15.89 AC) BUILDING AREA 32,000 SF (4.62% 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 STALLS PROPERTY SUMMARY INTERSTATE OTSEGO - DAKOTA SUPPLY GROUP TOTAL PROPERTY AREA 15.89 AC PROPOSED ON-SITE IMPERVIOUS AREA 5.44 AC PROPOSED ON-SITE PERVIOUS AREA 8.76 AC TOTAL ON-SITE DISTURBED AREA 14.20 AC ZONING SUMMARY EXISTING ZONING A-1 (AGRICULTURAL-RURAL SERVICE AREA) PROPOSED ZONING I-2 (GENERAL INDUSTRIAL) PARKING SETBACKS SIDE/REAR = 5' ROAD = 15' BUILDING SETBACKS FRONT = 30' SIDE = 10' PROPOSED 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 NORTH 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 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 C302BUILDING 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 STALLS PROPERTY SUMMARY INTERSTATE OTSEGO - DAKOTA SUPPLY GROUP TOTAL PROPERTY AREA 15.89 AC PROPOSED ON-SITE IMPERVIOUS AREA 5.44 AC PROPOSED ON-SITE PERVIOUS AREA 8.76 AC TOTAL ON-SITE DISTURBED AREA 14.20 AC ZONING SUMMARY EXISTING ZONING A-1 (AGRICULTURAL-RURAL SERVICE AREA) PROPOSED ZONING I-2 (GENERAL INDUSTRIAL) PARKING SETBACKS SIDE/REAR = 5' ROAD = 15' BUILDING SETBACKS FRONT = 30' SIDE = 10' 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 STALLS PROPERTY SUMMARY INTERSTATE OTSEGO - DAKOTA SUPPLY GROUP TOTAL PROPERTY AREA 15.89 AC PROPOSED ON-SITE IMPERVIOUS AREA 5.44 AC PROPOSED ON-SITE PERVIOUS AREA 8.76 AC TOTAL ON-SITE DISTURBED AREA 14.20 AC ZONING SUMMARY EXISTING ZONING A-1 (AGRICULTURAL-RURAL SERVICE AREA) PROPOSED ZONING I-2 (GENERAL INDUSTRIAL) PARKING SETBACKS SIDE/REAR = 5' ROAD = 15' BUILDING SETBACKS FRONT = 30' SIDE = 10' 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-SITE DETAILS.dwg January 18, 2022 - 1:39pmBYREVISIONSNo.DATEPRELIMINARY - NOT FOR CONSTRUCTIONPREPARED FORSITE DETAILSC303INTERSTATEOTSEGO -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 SHOWNHKDHKDBMW4'-0"12" NOTE: 1. WORDS AND LINES SHALL BE APPLIED IN ACCORDANCE WITH SECTIONS 3B.16 AND 3B.20 OF THE MANUAL ON UNIFORM 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 STOP SIGN (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 ACCORDANCE WITH SECTION 3B.20 OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS. 2. THESE WORDS AND ARROWS ARE TO BE PAINTED RETROREFLECTIVE WHITE. SOLID ARROW MARKINGS10'-0"USED AT EXITS FROM THE PARKING 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 BE No. 3 BARS 24" O.C.WHERE REQUIRED REINFORCEMENT 90% STD. PROCTOR (TYP)COURSE COMPACTED TO4" AGGREGATE BASE (TYP) 5.0' 1/2" RADIUS TOOLED JOINT OR1" DEEP SAWED JOINT (TYP.) 1/4" THICKNESS PREMOLDED EXPANSION JOINT FILLER SPACED @ 35' O.C. MAX.EXTEND JOINT FILLER FULL DEPTH OF SIDEWALK 5.0'5.0'5.0'5.0'5.0'5.0' B 4"4" 2"(TYP) PLAN VIEW SECTION A-A A NOTE: PROVIDE 1/2" EXPANSION (TYP) NOTE: 6 x 6 - W1.4 X W1.4 WWFEACH WAY MAX. SPACING, ORWILL BE No. 3 BARS 24" O.C.WHERE REQUIRED REINFORCEMENT 90% STD. PROCTOR (TYP)COURSE COMPACTED TO4" AGGREGATE BASE (TYP) 5.0' 1/2" RADIUS TOOLED JOINT OR1" DEEP SAWED JOINT (TYP.) 1/4" THICKNESS PREMOLDED EXPANSION JOINT FILLER SPACED @ 35' O.C. MAX.EXTEND JOINT FILLER FULL DEPTH OF SIDEWALK 5.0'5.0'5.0'5.0'5.0'5.0' B 4"4" 2"(TYP) B A SECTION B-B PC CONCRETE6" TYP (TYP)2" SLOPE 1/4" /FT. SEE SITE PLAN MAX. 1/2"R(TYP) AND ALL FIXED OBJECTS JOINT BETWEEN SIDEWALK 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 FORCITY SITEDETAILSC304INTERSTATE 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 SHOWNHKDHKDBMW 955955955 95 5 955 955 955 955955955955 955 955 960960 960 960 960960 96 0 960 960960960960 960 960 960 960 960 960960960960 960 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 954954954 954 954 956956956956 95 6 956 956 956 956956956956 956 956 9 5 7 957957957957957 957 957 957957 957957 957 957 958958 958 95 8 958958958958 958 958 958 958 958958 958958 958958 958 958 958 95 8 9 5 9 959 959 959 959959 959959959959 959 959 959959 959959959959959 959 959959961 961 96196 1961961 961 961 961 961 961 961961961961 961962 962 962 96 2 962 962 962 962 962 962 962962 96 2 96296296296 2 962963 96 3 963 963 963 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 96 9 9 6 9 969 96 9 96997197 1 97 1971971971972 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 961962 963964966955 960 965 970 96 0 9 6 5 9 7 09709 7 0 975 980976977978 979 975 9 7 2 9 7 2 972972972 973 973973 973973 974 976 977 955 960 965 970 955960965970975955960 965 970 975975 955 960 9 6 0 960 96 5 970 970 955 960960960 965962963964975975975975971 971 972973 97497496596597097 5 955 960960970975980965 9 6 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 TO PUBLIC IMPROVEMENT 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 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 IN ACCORDANCE WITH THE CURRENT PLUMBING CODE. 21. MAINTAIN A MINIMUM OF 1.25% SLOPE IN BITUMINOUS PAVEMENT AREAS, 0.5% SLOPE IN CONCRETE PAVEMENT AREAS. 22. CONTRACTOR SHALL REVIEW PAVEMENT GRADIENT AND CONSTRUCT "INFALL CURB" WHERE PAVEMENT DRAINS TOWARD GUTTER, AND "OUTFALL" CURB WHERE PAVEMENT DRAINS AWAY FROM GUTTER. PROPOSED STORM SEWER PROPERTY LINE EXISTING CONTOUR PROPOSED CONTOUR925 PROPOSED SPOT ELEVATION100.00 LEGEND PROPOSED HIGH POINT ELEVATION HP:0.0 PROPOSED LOW POINT ELEVATION PROPOSED GUTTER ELEVATION PROPOSED TOP OF CURB ELEVATION PROPOSED FLUSH PAVEMENT ELEVATION LP:0.0 G:0.00 T:0.00 PROPOSED EMERGENCY OVERFLOW T/G:0.0 EOF:0.0 0.0%PROPOSED DRAINAGE DIRECTION 0.00%PROPOSED ADA SLOPE ME:0.0 MATCH EXISTING ELEVATION PROPOSED STORM MANHOLE (SOLID CASTING) PROPOSED STORM MANHOLE (ROUND INLET CASTING) PROPOSED STORM MANHOLE/ CATCH BASIN (CURB INLET CASTING) PROPOSED STORM SEWER CLENOUT PROPOSED RIPRAP PROPOSED FLARED END SECTION CO D PROPOSED OFFICE/WAREHOUSE ±32,000 S.F.FUTUREEXPANSION±12,000 S.F.GATEGATED955 960 965 970 96 0 9 6 5 9 7 0970 9 7 0 957 95 8 95 9 96 1 96 2 96 3 96 4 9 6 6 9 6 7 9 6 8 9 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 9 6 1 961 965962963964975975975975 971972973 974974 965 9 6 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-8 IE: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:967.64 G: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:972.58 963.82 963.67 963.82 963.67 BW: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:967.37 968.50 968.50 968.50 968.50 968.50968.50 LP:966.60 LP:960.75 TW:969.56 BW:968.56 963.75 964.50 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 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 IN ACCORDANCE WITH THE CURRENT PLUMBING CODE. 21. MAINTAIN A MINIMUM OF 1.25% SLOPE IN BITUMINOUS PAVEMENT AREAS, 0.5% SLOPE IN CONCRETE PAVEMENT AREAS. 22. CONTRACTOR SHALL REVIEW PAVEMENT GRADIENT AND CONSTRUCT "INFALL CURB" WHERE PAVEMENT DRAINS TOWARD GUTTER, AND "OUTFALL" CURB WHERE PAVEMENT DRAINS AWAY FROM GUTTER. PROPOSED STORM SEWER PROPERTY LINE EXISTING CONTOUR PROPOSED CONTOUR925 PROPOSED SPOT ELEVATION100.00 LEGEND PROPOSED HIGH POINT ELEVATION HP:0.0 PROPOSED LOW POINT ELEVATION PROPOSED GUTTER ELEVATION PROPOSED TOP OF CURB ELEVATION PROPOSED FLUSH PAVEMENT ELEVATION LP:0.0 G:0.00 T:0.00 PROPOSED EMERGENCY OVERFLOW T/G:0.0 EOF:0.0 0.0%PROPOSED DRAINAGE DIRECTION 0.00%PROPOSED ADA SLOPE ME:0.0 MATCH EXISTING ELEVATION PROPOSED STORM MANHOLE (SOLID CASTING) PROPOSED STORM MANHOLE (ROUND INLET CASTING) PROPOSED STORM MANHOLE/ CATCH BASIN (CURB INLET CASTING) PROPOSED STORM SEWER CLENOUT PROPOSED RIPRAP PROPOSED FLARED END SECTION CO D PREPARED FORGRADING PLANC401INTERSTATE 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 SHOWNHKDHKDBMW 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 961 961 962 962963963 964964 966966 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:955.48 WST-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, 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 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 IN ACCORDANCE WITH THE CURRENT PLUMBING CODE. 21. MAINTAIN A MINIMUM OF 1.25% SLOPE IN BITUMINOUS PAVEMENT AREAS, 0.5% SLOPE IN CONCRETE PAVEMENT AREAS. 22. CONTRACTOR SHALL REVIEW PAVEMENT GRADIENT AND CONSTRUCT "INFALL CURB" WHERE PAVEMENT DRAINS TOWARD GUTTER, AND "OUTFALL" CURB WHERE PAVEMENT DRAINS AWAY FROM GUTTER. PROPOSED STORM SEWER PROPERTY LINE EXISTING CONTOUR PROPOSED CONTOUR925 PROPOSED SPOT ELEVATION100.00 LEGEND PROPOSED HIGH POINT ELEVATION HP:0.0 PROPOSED LOW POINT ELEVATION PROPOSED GUTTER ELEVATION PROPOSED TOP OF CURB ELEVATION PROPOSED FLUSH PAVEMENT ELEVATION LP:0.0 G:0.00 T:0.00 PROPOSED EMERGENCY OVERFLOW T/G:0.0 EOF:0.0 0.0%PROPOSED DRAINAGE DIRECTION 0.00%PROPOSED ADA SLOPE ME:0.0 MATCH EXISTING ELEVATION PROPOSED STORM MANHOLE (SOLID CASTING) PROPOSED STORM MANHOLE (ROUND INLET CASTING) PROPOSED STORM MANHOLE/ CATCH BASIN (CURB INLET CASTING) PROPOSED STORM SEWER CLENOUT PROPOSED RIPRAP PROPOSED FLARED END SECTION CO D 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 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 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 A MIXTURE BY VOLUME 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. MNDOT SPEC. 3877 FILTER TOPSOIL BORROW, MODIFIED TO HAVE A MIXTURE BY VOLUME 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 18" CULVERT IE: 954.00 PRE-CAST WEIR WALL WITH MANHOLE STRUCTURE UPSTREAM SIDE OF WEIR WALL DOWNSTREAM SIDE OF WEIR WALL 18" INLET 18" OUTLET OCS-2 PLAN VIEW 48" 5" OCS-2 WEIR WALL SECTION INVERT: 954.00 TOP WEIR WALL: 957.40 OPEN CASTING 6" DRAINTILE FROM B-2, CONNECT ON DOWNSTREAM SIDE, IE: 954.00 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 FORCITY DRAINAGEDETAILSC404INTERSTATE 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 SHOWNHKDHKDBMW 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 CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANIES AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. 16. CONTRACTOR IS RESPONSIBLE FOR ALL NECESSARY INSPECTIONS AND/OR CERTIFICATIONS REQUIRED BY CODES AND/OR UTILITY SERVICE COMPANIES. 17. CONTRACTOR SHALL COORDINATE WITH ALL UTILITY COMPANIES FOR INSTALLATION REQUIREMENTS AND SPECIFICATIONS. 18. CONTRACTOR SHALL REFERENCE ARCH / MEP PLANS FOR SITE LIGHTING AND ELECTRICAL PLAN. 19. BACKFLOW DEVICES (DDCV AND PRZ ASSEMBLIES) AND METERS ARE LOCATED IN THE INTERIOR OF THE BUILDING. REF. ARCH / MEP PLANS. 20. ALL ONSITE WATERMAINS AND SANITARY SEWERS SHALL BE PRIVATELY OWNED AND MAINTAINED. 21. ALL WATERMAIN STUBOUTS SHALL BE MECHANICALLY RESTRAINED WITH REACTION BLOCKING. NORTH SANITARY SEWER MANHOLE STORM SEWER SANITARY SEWER WATERMAIN GATE VALVE HYDRANT TEE REDUCER UNDERGROUND ELECTRIC TELEPHONE GAS MAIN STORM SEWER LEGEND CO SANITARY CLEANOUTCO EXISTING PROPOSED 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-UTILITY DETAILS.dwg January 18, 2022 - 1:41pmBYREVISIONSNo.DATEPRELIMINARY - NOT FOR CONSTRUCTIONPREPARED FORCITY UTILITYDETAILSC501INTERSTATE 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 SHOWNHKDHKDBMW 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 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. HYLLESTED, PLA53828DATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT16095900801/18/2022AS SHOWNBJA/RAHBJARAHLANDSCAPE SUMMARY REQUIRED LANDSCAPE:THE BOUNDARY/PERIMETER OF THE PROPOSED SITE AT POINTS ADJOINING ANOTHER PROPERTY. THE IMMEDIATE PERIMETER OF THE STRUCTURE. THE PERIMETER OF PARKING AND LOADING AREAS. REQUIRED SITE AMENITIES: COMPOSITION OF PLANT MATERIALS, AND/OR CREATIVE GRADING, DECORATIVE LIGHTING, EXTERIOR SCULPTURE; INTENDED FOR AESTHETIC PURPOSES. PROPOSED SITE AMENITIES: COMPOSITION OF PLANT MATERIALS OFF STREET LOADING GREEN BELT PLANTING STRIP WITH 8' HEIGHT MINIMUM, SCREENING REQUIRED:EVERGREEN TREES AND/OR DECIDUOUS TREES AND PLANTS. EARTH MOUNDING / BERMS MAY BE USED BUT NOT TO ACHIEVE MORE THAN 3' IN HEIGHT. OFF STREET LOADING 8' MINIMUM GREEN BELT PLANTING COMPOSED OF SCREENING PROVIDED:DECIDUOUS TREES, EVERGREEN TREES, AND SHRUBS. NORTH 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'STELLA DE ORO DAYLILY 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 FORLANDSCAPE PLANL101INTERSTATE 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 SHOWNCFK/RAHCFKRAHNORTHSEE SHEET L102 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, 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 FORLANDSCAPE PLANL102INTERSTATE 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 SHOWNCFK/RAHCFKRAHSEE SHEET L101NORTH 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 PLANT ON UNDISTURBED NATIVE SOIL OR THOROUGHLY COMPACTED PLANTING SOIL. INSTALL PLANT SO THE ROOT FLARE IS AT OR UP TO 2" ABOVE THE FINISHED GRADE WITH BURLAP AND WIRE BASKET, (IF USED), INTACT. 4. SLIT REMAINING TREATED BURLAP AT 6" INTERVALS. 5. BACKFILL TO WITHIN APPROXIMATELY 12" OF THE TOP OF THE ROOTBALL, THEN WATER PLANT. REMOVE THE TOP 1/3 OF THE 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 OR CORRECT 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" BEYOND THE 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 TO THE SITE DISTURBED DURING CONSTRUCTION. 23. REPAIR ALL DAMAGE TO PROPERTY FROM PLANTING OPERATIONS AT NO COST TO OWNER. 24. MAINTAIN TREES, SHRUBS, AND OTHER PLANTS UNTIL PROJECT COMPLETION, BUT IN NO CASE, LESS THAN FOLLOWING PERIOD; 1 YEAR AFTER PROJECT COMPLETION. MAINTAIN TREES, SHRUBS, AND OTHER PLANTS BY PRUNING, CULTIVATING, AND WEEDING AS REQUIRED FOR HEALTHY GROWTH. RESTORE PLANTING SAUCERS. TIGHTEN AND REPAIR STAKE AND GUY SUPPORTS AND RESET TREES AND SHRUBS TO PROPER GRADES OR VERTICAL POSITION AS REQUIRED. RESTORE OR REPLACE DAMAGED WRAPPINGS. SPRAY AS REQUIRED TO KEEP TREES AND SHRUBS FREE OF INSECTS AND DISEASE. REPLENISH MULCH TO THE REQUIRED DEPTH. MAINTAIN LAWNS FOR 45 DAYS AFTER INSTALLING SOD INCLUDING MOWING WHEN SOD RECITES 4” IN HEIGHT. WEED PLANTING BEDS AND MULCH SAUCERS AT MINIMUM ONCE A MONTH DURING THE GROWING SEASON. PROVIDE A MONTHLY REPORT TO THE OWNER ON WEEDING AND OTHER MAINTENANCE RESPONSIBILITIES. LANDSCAPE NOTES Know what'sbelow. before you dig.Call KADLER AVEJA L G E R A V E I-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 SCALES CITY OF OTSEGOKALDER AVETYPICAL SECTIONSKADLER AVE CITY OF OTSEGOKALDER AVEALIGNMENT PLAN AND TABULATIONSKADLER AVE CITY OF OTSEGOKALDER AVECONSTRUCTION PLAN & PROFILEKADLER AVESTA. 10+00 TO STA. 14+50 CITY OF OTSEGOKALDER AVECONSTRUCTION PLAN & PROFILEKADLER AVESTA. 14+50 TO STA. 19+00 CITY OF OTSEGOKALDER AVECONSTRUCTION PLAN & PROFILEKADLER AVESTA. 19+00 TO STA. 23+50 CITY OF OTSEGOKALDER AVECONSTRUCTION PLAN & PROFILEKADLER AVESTA. 23+50 TO STA. 28+00 CITY OF OTSEGOKALDER AVECONSTRUCTION PLAN & PROFILEKADLER AVESTA. 28+00 TO STA. 32+50 CITY OF OTSEGOKALDER AVEPOND GRADING PLANSCALE: NTS FILTRATION BASIN 1“”     ENGINEERING REVIEW Commercial/Industrial Subdivision for the City of Otsego by Hakanson Anderson Review No. 2   Submitted to: Honorable Mayor and City Council cc: Adam Flaherty, City Administrator/Finance Director Audra Etzel, City Clerk Dan Licht, City Planner Dave Kendall, City Attorney Lonnie Provencher, Interstate Development Brian Wurdeman, Kimley Horn Mathew Huggins, Kimley Horn Reviewed by: Ronald J. Wagner, P.E. Brent M. Larson, P.E. Abdullah A. Alqwaizani, EIT Date: February 22, 2022 Proposed Development: Interstate Otsego - Dakota Supply Group Street Location of Property: SE ¼ of the NE ¼ and SW ¼ of the NE ¼ of Section 27, T121, R24. West of Kadler Avenue NE. Applicant: Lonnie Provencher Developer: Interstate Development 6390 Carlson Drive Eden Prairie, MN 55346 Owners of Record: Jim Waters, Otsego Farms, LLP 10700 Old County Road 15, Suite 285 Plymouth, MN 55441 Purpose: Dakota Supply Group is a proposed 15.89 acre, 1 Lot and 1 Outlot Industrial/Office/Storage development in the City of Otsego, Wright County, Minnesota. The proposed development will be served with municipal water, sanitary sewer, storm sewer, and public streets typical of an urban setting. Jurisdictional Agencies: City of Otsego, Wright County, Minnesota Department of (but not limited to) Health, Minnesota Department of Natural Resources, Minnesota Pollution Control Agency, Wright Soil and Water Conservation District. Permits Required: NPDES, Minnesota Department of Health (water), (but not limited to) Minnesota Pollution Control Agency (sanitary sewer), and Wright County PAGE 2 S:\Municipal\Aotsego23xx\2351 Dakota Supply Group\OT2351 RVW1 - Kadler Ave & Dakota Supply   TABLE OF CONTENTS INFORMATION AVAILABLE DAKOTA SUPPLY GROUP PRELIMINARY PLAT FINAL PLAT COVER SHEET DEMO AND EROSION CONTROL PLANS SITE PLAN GRADING PLAN UTILITY PLAN DETAILS KADLER AVENUE RECONSTRUCTION COVER SHEET TYPICAL SECTION ALIGNMENT PLAN CONSTRUCTION PLAN AND PROFILE GRADING PLAN OTHER CONSIDERATIONS SUMMARY AND/OR RECOMMENDATION PAGE 3 S:\Municipal\Aotsego23xx\2351 Dakota Supply Group\OT2351 RVW1 - Kadler Ave & Dakota Supply   INFORMATION AVAILABLE ALTA Survey for Interstate Development Corp, dated 12/8/2021, by Sunde Landsurveying Final Plat for Dakota Supply Group, received 2/18/2022, by Sunde Land Surveying Civil Plans for Interstate Otsego – Dakota Supply Group, by Kimley Horn Kadler Avenue Reconstruction Plans, revised 2/18/2022, by Kimley Horn Geotechnical Soil Borings for Dakota Supply Group, revised 2/18/2022, by American Engineering Testing. Stormwater Management Dakota Supply Group, revised 2/18/2022, by Kimley Horn Previous Submittal – West of Creek along Jalger Ave ALTA Survey for Interstate Development, dated ??, by Wenck Preliminary Plans for Jalger Industrial, dated 7/13/2021, by Kimley Horn Final Plat for Jalger Industrial, received 7/13/2021, by Stantec Stormwater Management Plan, dated 7/13/2021, by Kimley Horn Additional Information Minnesota Rules, Chapter 4410 – EAW Requirement City of Otsego Engineering Manual City of Otsego Zoning and Subdivision Ordinances National Wetland Inventory Map PAGE 4 S:\Municipal\Aotsego23xx\2351 Dakota Supply Group\OT2351 RVW1 - Kadler Ave & Dakota Supply   DAKOTA SUPPLY GROUP PRELIMINARY PLAT 1. A preliminary plat submittal has not been received for this site. At a minimum the existing conditions shall be provided as follows; A. Boundary lines to include bearings, distances, curve data, and total acreage of proposed plat, clearly indicated. B. Existing zoning classifications for land in and abutting the subdivision. C. Total area of the proposed plat. D. Show location, names, widths of existing streets, buildings, etc within 150’. E. Location, size, and elevations of existing sewers, watermain, culverts, and other underground facilities within 150’. F. Adjoining unsubdivided or subdivided land shall be identified by name and ownership within 150’ of the project boundary. G. 2-foot contours. Water courses, marshes, wooded areas, rock outcrops, power transmission poles and lines. USGS datum shall be used for all topographic mapping. H. Subsurface conditions for subdivisions utilizing individual water and sewer systems. Locations and results of soil borings, percolation tests, etc. I. 100-year flood elevations. J. Statement certifying the environmental condition of the site including the presence of any hazardous substance as defined in Minnesota Statutes 115B.02, Subd 8. K. Shoreland Overlay District shall be shown. FINAL PLAT 2. 20’ wide (minimum) easements centered over the watermain and hydrants shall be provided. 3. 20’ wide (minimum) easements centered over the Kadler Avenue storm sewer to the creek shall be provided. 4. The pond north of the creek, for the Kadler Avenue, drainage shall be contained within an outlot and deeded to the City. 5. The ponds within Block 1, Lot 1 shall be covered by easements up to the 100-yr HWL. A minimum 10’ wide easement is required over the maintenance access path to both ponds outlet structures. 6. The 20’ wide (average) wetland buffer appears to be provided and fully contained within Outlot A. COVER SHEET 7. The benchmark(s) shall be listed on the cover sheet (currently shown on sheet 3). A description of the benchmark location shall be provided in addition to BM01 Top of Nut, (i.e. Hydrant 500’ north of 73rd Street). Sheet 3 shows the benchmarks’ datum to be NAVD 1988. All City provided as-builts have been based on the NGVD 1929 datum. We recommend adjusting all elevations to 1929 datum to make sure tie-ins to existing PAGE 5 S:\Municipal\Aotsego23xx\2351 Dakota Supply Group\OT2351 RVW1 - Kadler Ave & Dakota Supply   streets and utilities work. 8. The plans shall be signed by a registered engineer. 9. Provide an approval signature line for Ronald J. Wagner, City Engineer DEMO AND EROSION CONTROL 10. Calculation for the Temporary Sedimentation Basin are needed. Per the NPDES a temporary sedimentation basin is required if more than 10 acres is being disturbed at one time. The temporary basin shall have a storage capacity of the 2-yr storm volume or 1800 cu.ft. whichever is greater (or 3600 cu.ft. if no 2-yr storm is calculated). The temporary basin shall also provide a skimming outlet. SITE PLANS 11. The required setback from Kadler Avenue shall be 65 feet. 12. The NWL, 2-yr, 10-yr and 100-yr HWL elevations shall be labeled for all proposed storm basins. The adjacent wetland/creek’s NWL and OHWL elevations shall be labeled as well. 13. Show the Kadler Avenue storm basin (north of the Creek) with the above listed HWL elevations. This can be labeled by others if the Kadler Avenue improvements are being separated from the site improvements. 14. The lines around the wetlands shall be labeled. The legend provided does not include the various line types and material and multiple lines appear to be the same (wetland setback, contour?, gravel storage area) showing the same. 15. Setback lines are missing from the side/rear property lines (west and north). 16. Easements around the stormwater basins shall be shown. GRADING PLANS 17. The proposed storm basins proposed are 100% filtration basins (i.e they will be dry ponds). Though these types of ponds would meet the MS4 and NPDES permit requirements the City code requires wet 2.5” NURP ponds be provided. We recommend providing wet basins to meet the NURP requirement with a filtration “bench” to meet the water quality volume treatment requirements. 18. The storm basin along Kadler Avenue, north of the creek is missing from the overall plan. This pond grading plan appears in the Kadler Avenue plan set. Please show in this plan set and note “by others” of something similar. 19. The NWL, 2-yr, 10-yr and 100-yr HWL elevations shall be labeled for all proposed storm basins. The adjacent wetland/creek’s NWL and OHWL elevations shall be labeled as well. PAGE 6 S:\Municipal\Aotsego23xx\2351 Dakota Supply Group\OT2351 RVW1 - Kadler Ave & Dakota Supply   20. Provide profile plan for the storm basin outlet structures/pipe. The pipes out of both structures shall have positive grade providing a minimum 3 fps velocity. The details on sheet C403 may be used but required pipe lengths, grades, and inverts. The Weir Wall sections for both strutures called out the bottom invert = 954.0 yet the outlet pipe from this structure is at 951.00 on the grading sheet. 21. Label the gutter line elevation = 967.12 to the SE of the building as emergency overflow (EOF). The building shall be a minimum 1.5’ above this EOF elevation. 22. Proposed slopes shall be a maximum of 4(h):1(v). Additional slope labels on the north and south boundaries are needed. Many slopes appear to exceed this maximum. 23. Label the storm water basins to agree with the storm water management report (B-1, B-2). 24. The storm basins shall be designed per Otsego Standard Plate 404 with 4:1 slopes above the NWL and a 10:1 bench. UTILITY PLAN 25. Label the existing utilities (or proposed within the new proposed Kadler Avenue) pipe type, invers and sizes. 26. Maximum hydrant spacing shall be 300’ for commercial/industrial sites (150’ radius). Another hydrant to the north side of the proposed building is required. 27. See Kadler Avenue plan review comments. It appears that there are a number of conflicts between the utilities along Kadler Avenue and services to the building site. 28. A profile for the watermain is required. DETAILS 29. Provide a detail of the skimmer structure required for the temporary sedimentation basin. 30. The proposed bituminous pavement (light duty?) contains 12” of class 5 aggregate while the heavy duty pavement typical section only has 10” of class 5 aggregate. Verify this is correct. We also recommend the sections include a select granular drainage layer under the class 5 aggregate with draintile. The soils in this are have been difficult to maintain drainage on past projects in this area. 31. The wetland buffer zone sign detail is not current. The current plate will be provided. 32. Otsego Standard Plate 701 and MnDOT plat 7036F shall be replaced by MnDOT Standard ADA plates. 33. The Standard Plate 804b shall be used instead of 804. PAGE 7 S:\Municipal\Aotsego23xx\2351 Dakota Supply Group\OT2351 RVW1 - Kadler Ave & Dakota Supply   34. The standard plate 701 shall be removed as it is no longer applicable. MnDOT standard plates shall be used for all ADA ramps. KADLER AVENUE RECONSTRUCTION COVER SHEET 35. City project number for this project with be 22-06. 36. The benchmark(s) shall be listed on the cover sheet (currently shown on sheet 3). A description of the benchmark location shall be provided in addition to BM01 Top of Nut, (i.e. Hydrant 500’ north of 73rd Street). Sheet 3 shows the benchmarks’ datum to be NAVD 1988. All City provided as-builts have been based on the NGVD 1929 datum. We recommend adjusting all elevations to 1929 datum to make sure tie-ins to existing streets and utilities work. 37. The plans shall be signed by a registered engineer. TYPICAL SECTIONS 38. Typical sections match those used south of this project. The soil borings and geotechnical report shall be provided to verify this is the correct section for this section of street. ALIGNMENT PLAN 39. The design speed for Kadler Avenue shall be 45 mph (minimum 1080 ft radius). The horizontal curves at the north end of the project starting at Station 30+51.96 only meet 35 mph design speed. The pavement and full width street construction shall end at 30+51.96 and the reconstructed street shall be realigned with the existing gravel centerline by the north plat line. Curve ahead signs with 35 mph advisory plates shall be provided through these curves. 40. It appears that some portion of the realigned gravel road is outside of the ROW (north end, west side). CONSTRUCTION PLAN AND PROFILE 41. The existing utility pipe sizes, type, grade, inverts, etc. shall be labeled. 42. The existing sanitary sewer manhole (STR-174) has existing drop manhole to the north for the existing forcemain. Additional detail on how the connection to this existing manhole (note 4) is going to be accomplished. This new connection will also need to be a drop connection. (Plans for this existing manhole with the forcemain connection are attached). 43. We believe there is an existing underground communication cable in the same location as the proposed sanitary sewer. This line shall be verified and shown in the plans. PAGE 8 S:\Municipal\Aotsego23xx\2351 Dakota Supply Group\OT2351 RVW1 - Kadler Ave & Dakota Supply   44. The existing forcemain line shall be shown in the profile. There may be a conflict with the proposed gravity line at the crossing near 11+60. (Force main plans are attached). 45. The proposed 30” storm sewer line from MH 100 to the north is in conflict with storm sewer crossing at station 19+00 and 20+75. The watermain crossing near station 18+50 also appears to be in conflict with this storm pipe. 46. The storm pipe downstream of MH 203 appears to be part of a separate project. This pipe shall be shown as being installed with the Kadler Avenue project as it is critical to Kadler Avenue storm sewer functioning. 47. The creek NWL shall be labeled. The 30” storm pipe outlet invert shall match this elevation. The pipe out of structure 103 shall be flattened as much as feasible to reduce velocity and thus erosion potential. 48. The connection to the existing 16” watermain shall be completed by wet tapping and shall use a saddle. A valve is required at soon as possible out of this tap. This connection shall be done under pressure and shall be coordinate with eh City’s Utility department. 49. The existing storm sewer piep and maholes north of station 17+50 are not show as being removed in these plans. Removal of this storm pipe shall be done only after the rest of the storm sewer to the north is installed so that the pond to the south can continue to function (or some other temporary ditch will be needed). 50. The existing easement line east of the road shall be labeled prescriptive easement. 51. All storm water from Kadler Avenue shall be routed to a treatment basin before discharging to the wetland/creek. The low point at station 25+70 appears to be discharging directly to the creek. 52. Sheet 8, show the proposed storm basin west of Kadler Avenue. 53. The vertical curve at station 29+50 does not meet the minimums for a 45 mph design speed. 54. Provide a projected profile for the street north of 331+50. Must be verified that a vertical curve can be installed in the future to meet a 45 mph design speed. 55. Kadler Avenue may be closed for the duration of construction. A detour and road closure plan shall be provided. 56. See comment #17. 57. The proposed filtration basin is located directly over an existing wetland. Impacting a wetland to construction a storm basin is unlike to be allowed. 58. The eastern ROW/Easement line shall be shown in the plan view. PAGE 9 S:\Municipal\Aotsego23xx\2351 Dakota Supply Group\OT2351 RVW1 - Kadler Ave & Dakota Supply   STORMWATER MANAGEMENT 59. It appears some drainage areas are missing from the model/map. See attached redline. As the City requirement for NURP ponds is not being met only a preliminary review of the storm water plan has been completed until these ponds are revised. OTHER CONSIDERATIONS 60. Details sheets shall be included in the Kadler Avenue plans. 61. Cross sections for the Kadler Avenue shall be provided. SUMMARY AND/OR RECOMMENDATION Please revise and resubmit.