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Item 3.1 R+L Carriers3601 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:  10 November 2021  60‐DAY DATE:  18 December 2021  RE:  Otsego – R+L Carriers  TPC FILE:101.02  BACKGROUND  R+L Carriers is proposing to develop a 46.79 acre parcel located at the southeast quadrant of  70th Street (CSAH 38) and Queens Avenue with a 67,570 square foot distribution cross dock  facility, a 11,000 square foot maintenance garage, and an accessory fuel island.  The property is  currently used as pasture for a horse stable and there is a farm‐related manufactured home  upon the parcel.   The proposed development requires consideration of a Zoning Map  amendment, preliminary plat, and site and building plan review.  A public hearing to consider  the applications has been noticed for the Planning Commission meeting on 15 November 2021  at 7:00PM.  Notice was published in the Elk River Star News, which is the City’s official  newspaper, and mailed to all property owners within 350‐feet of the parcel at least 10 days  prior to the public hearing in accordance with Minnesota Statutes 462.357, Subd. 3.    Exhibits:  Site Location Map Wright County Highway Department letter dated October 28, 2021 Preliminary Plat dated 10/11/2021 Preliminary Architectural Drawings dated 10‐12‐21 (11 sheets) Landscape and Restoration Plan not dated (2 sheets) Preliminary Engineering Plan Set dated 10/14/21 (10 sheets) Preliminary Photometrics Plan dated 10/8/2021 Item 3.1 2 ANALYSIS        Zoning.  The subject site is zoned A‐1, Agriculture Rural Service District consistent with the  interim land use plan policy of the 2012 Otsego Comprehensive Plan that directs A‐1 District  zoning is to be maintained until such time as a parcel is proposed for development.    Development of the proposed distribution cross dock facility requires consideration of a Zoning  Map amendment to rezone the parcel to I‐1, Limited 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 East Sewer District.  Industrial development is a goal of  the Comprehensive Plan so as to diversify the tax base and lessen dependance of  residential properties and to create employment opportunities within Otsego.  The  Future Land Use Plan identifies the area on the east and west sides of Queens Avenue as  an appropriate location for development of large‐scale industrial buildings, including  warehousing and distribution centers, based on proximity and access to TH 101.  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 Medium‐High Density Residential  Low‐Medium Density Residential  R‐7 District  R‐3 District  A‐1 District  Wildflower Meadows  Rural residential  Rural residential   East LD Residential A‐1 District Midwest Station  South Industrial A‐1 District Rural residential  West Commercial  Industrial  B‐3 District  I‐2 District  Anoka Equine  Gateway North     Comment:  The proposed development is characteristic of the development west of  Queens Avenue within the Gateway Industrial Park and future development planned to  the south.  The proposed development is separated from existing residential uses to the  north by 70th Street (CSAH 38) with no access to that roadway.  The site plan is also  designed to locate the principal and accessory buildings on the south‐central portion of  the lot to maximize separation from the existing and planned residential uses to the  north and east, with landscaping and walls to provide buffer screening.  The proposed  use will be compatible with existing and planned uses in the area.  3 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 Queens Avenue, which the Transportation Plan  element of the 2012 Otsego Comprehensive Plan designates as a Commercial/Industrial  Collector Street.   Queens Avenue intersects 70th Street (CSAH 38) at the northwest  corner of the subject site, which is also designated as a Commercial/Industrial Collector  Street.   Queens Avenue and 70th Street (CSAH 38) are designed to accommodate up to  15,000 vehicle trips per day, including semi‐tractor trailer traffic accessing TH 101.   There will be no direct access from the subject site to 70th Street (CSAH 38) to minimize  potential conflicts with traffic east of Queens Avenue.  The traffic that will be generated  by the proposed use is within the capacity available on Queens Avenue and 70th Street  (CSAH 38).     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 East 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 East Sewer  District.     The Planning Commission and City Council do not consider potential impacts to property values  in making decisions for land use applications.  Information pertaining to possible property value  changes is highly subjective and inconsistent; even comprehensive real estate appraisals  prepared by professional appraisers can provide widely different interpretations of property  values.  Furthermore, because the proposed use is consistent with the Comprehensive Plan and  allowed by the Zoning Ordinance based on proposed I‐1 District designation of the property,  there is always the potential that a use such as this may develop on the subject site.  The  potential for the use to develop on the subject site, therefore, must be considered as part of  any expectations regarding the value of nearby properties.       Building Materials. Principal and accessory buildings within the I‐1 District must have exterior  finishes using materials required Section 11‐17‐4.E.1 of the Zoning Ordinance.  The submitted  building elevations for the terminal building and maintenance garage indicate that the buildings  use a combination of stucco, architectural panels with a natural finish, precast concrete, and  4 concrete block.  The percentages of the various material classes are not shown on the plans to  verify compliance with the requirements for each type of the allowed materials.  Revised  building plans must be submitted prior to consideration of the application by the City Council  that provide the percentages of each exterior finish for the terminal building and maintenance  garage that comply with the requirements of the Zoning Ordinance.    Building Height.  Section 11‐85‐9 of the Zoning Ordinance allows principal and accessory  buildings within the I‐1 District to have a maximum height of 48‐feet measured to the mid‐point  of a pitched roof.  The submitted architectural plans indicate that the height of the terminal  building is to be 25‐feet and the height of the maintenance garage is to be 24‐feet.   Both  buildings comply with the allowed building height within the I‐1 District.  No architectural  elevations have been submitted for the fuel island canopy and must be to verify the height of  the structure.      Landscaping. The submitted plans include proposed landscaping limited to plantings within the  employee parking area west of the terminal building and a screening row of evergreen along  the north and east of the tractor parking and north line of the trailer parking.  Our office  recommends the following revisions of the landscape plan, which is to be submitted prior to  City Council consideration of the application:     Install an eight‐foot high wall along the north line of the tractor parking stalls where  only a single row of evergreen trees is provided and the along the north line of the  trailer parking stalls as required by Section 11‐19‐3.A of the Zoning Ordinance.       Plant a double row of eight‐foot tall evergreen trees at 25‐feet on center abutting the  east and south lines property lines of the exception parcel at the northwest corner of  the subject site as required by Section 11‐19‐3.A of the Zoning Ordinance.      Plant two‐inch caliper inch shade trees at 50‐feet on center within the front yard parallel  to the Queens Avenue right‐of‐way line as required by Section 11‐19‐2.B.2 of the Zoning  Ordinance.     Plant a single row of eight‐foot evergreen trees at 25‐feet on center along the south and  east side of the site access driveway as required by Section 11‐19‐2.B.2 of the Zoning  Ordinance..     Plant a single row of eight‐foot tall evergreen trees at 25‐feet on center along the east  line of the proposed lot as required by Section 11‐19‐3.A of the Zoning Ordinance.    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 installation of an irrigation system within turf  areas of the subject site to provide for maintenance of the plantings.    5 Lot Requirements.   Lots within the I‐1 District are required to be a minimum of one acre in  area and have a minimum width of 200‐feet measured at the setback line from the front lot line  in accordance with Section 11‐85‐7.A and B of the Zoning Ordinance.  The proposed lot is  32.178 acres in area, but this area will be reduced by required revision of Outlot C to include  both the wetland and required wetland buffer.  The area of the lot on the revised preliminary  plat will still be much greater than the minimum area required by the Zoning Ordinance.  The  changes to the preliminary plat will not affect the width of the proposed lot as measured along  Queens Avenue, which is 977.92 feet exceeding the requirements of the Zoning Ordinance.      Setbacks.  The table below outlines the setbacks applicable to the proposed lot and compliance  of the buildings and structures as shown on the site plan.  All of the proposed buildings and  structures comply with the setback requirements of the I‐1 District established by Section 11‐ 85‐7.C of the Zoning Ordinance.        70th St. Queens  Ave.  East South Wetland  Required 30ft. 30ft. 25ft. 20ft. 40ft.  Proposed Terminal building 595ft. 404ft. 605ft. 490ft. 245ft.  Maintenance garage  ‐‐  ‐‐  ‐‐ 185ft. NA  Fuel island  ‐‐  ‐‐  ‐‐ 335ft. NA    Site Coverage.   Section 11‐85‐8 of the Zoning Ordinance establishes maximum site coverage  limits for lots within the I‐1 District.   Buildings and structures may not occupy more than 50‐ percent and all impervious surfaces may not exceed 85‐percent of the lot area.   A revised site  plan must identify the proposed building and impervious surface coverage as a percentage of  the lot area to verify compliance with the requirements of the Zoning Ordinance prior to City  Council consideration of the application.      Right‐of‐Way.  The subject site abuts 70th Street (CSAH 38) to the north and Queens Avenue to  the west.  Wright County is requiring dedication of 65‐feet of right‐of‐way for the south half of  CSAH 38, which is show on the preliminary plat.  No additional right‐of‐way dedication is  required by the City for Queens Avenue.     Access.  Access for development of the subject site is only to be allowed from Queens Avenue  and one 35‐foot wide driveway is shown on the site plan aligned with the north driveway to Lot  1, Block 1, Gateway North 3rd Addition (Ruan).  The access to the proposed lot complies with  the provisions of Section 11‐21‐6 of the Zoning Ordinance.  The developer will be required to  remove the existing curb cut at the southwest corner of the lot.             6 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. 4,325sf. 20  Cross dock 1 stall/1,000sf. 63,145sf. 57  Maintenance garage 1 stall/1,000sf. 11,000sf. 10  TOTAL 88    The site plan illustrates area for 130 off‐street parking stalls in an area west of the terminal  building outside of the gated perimeter.  There are five van accessible disability parking stalls to  comply with ADA standards.  Parking stalls in this area are shown to be 9‐feet wide by 20‐feet  deep accessed by 22‐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, but the drive  aisles must be increased to 24‐feet in width.  The Zoning Ordinance does allow the depth of the  stalls to be reduced to 18‐feet provided that there is a two foot overhang at the front.     The site plan illustrates 67 stalls between the terminal building and north property line  designated for semi‐tractor parking.  There are also 158 trailer parking stalls north, east, and  southeast of the terminal building.  These spaces are intended for storage of vehicles related to  the distribution cross dock facility and are in addition to the 50 loading spaces on the north and  south sides of the terminal building.  City staff is recommending that these spaces be screened  from view as outlined in the landscaping comments provided herein.      The off‐street parking stalls, drive aisles, and loading areas are all setback a minimum of 15‐feet  from public rights of way and five‐feet from side or rear lot lines as required by Section 11‐21‐ 5.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.    Fuel Island.  The site plan identifies a fuel island located south of the terminal building and east  of the maintenance garage.  This use would be considered to be an incidental accessory use to  the proposed distribution cross dock facility.  The fuel pumps will be required to be located  upon raised concrete islands with a minimum height of six inches and protected by concrete  bollards.  Installation of the fuel tanks and ongoing maintenance of the fuel island is to be  subject to review and approval of the Fire Marshall.             7 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 including photometric measurements of light  intensity and indicating the type, location, and height of all exterior light fixtures has been  submitted and indicates compliance with the requirements of the Zoning Ordinance.      Fence.  The site plan illustrates a fence at the perimeter of the site improvements from the  front line of the terminal building to the east, but no details have been provided for the fence.   Section 11‐19‐4.H of the Zoning Ordinance allows the height of the fence to be up to 8 feet.   The fence must be setback 10‐feet from the property line abutting 70th Street (CSAH 38) for City  access to the required drainage and utility easement dedicated at the perimeter of the lot and  to allow for snow storage.  A fence permit is required to be approved by the Zoning  Administrator prior to construction.    Signs.  The information regarding proposed signs indicated on the submitted plans is limited to  a wall sign on the west end of the terminal building.  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 indicates as trash compactor container on the south side of the  terminal building.  No other waste storage facilities are identified.  Section 11‐18‐4.C of the  Zoning Ordinance requires outdoor storage of waste and recycling containers to be enclosed  within a solid wall with minimum height of six feet constructed of materials complementary of  the terminal building.  If any waste and recycling 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  and are 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.  The is an existing pond  within the property, as well as two wetlands near the south line of the parcel.   The smaller of  the two wetlands is to be impacted by the proposed development, which is subject to review  and approval in accordance with the Wetlands Conservation Act of 1991.  The larger wetland is  to have a 20‐foot buffer established in accordance with Section 11‐16‐5.G.4 of the Zoning  Ordinance, platted within and outlot, and deeded to the City.  Outlot C does not include the  wetland buffer and the preliminary plat must be revised.  The pond south of 70th Street (CSAH  38) and the proposed stormwater basin to the west of the pond and the stormwater basin  adjacent to Queens Avenue are also to be platted within outlots and deeded to the City.  All  stormwater management plans and wetland impacts are subject to review and approval of the  City Engineer.  8 Utilities.   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.       Easements.  Section 10‐8‐12 of the Subdivision Ordinance requires dedication of drainage and  utility easements at the perimeter of the proposed lot as well as over stormwater drainage  facilities or public utilities not within outlots to be deeded to the City.  The preliminary plat  does not illustrate the required 10‐foot wide drainage and utility easements along the lot line  abutting the three outlots to be deeded to the City and must be revised prior to City Council  consideration of the application.  A drainage and utility easement sufficient to access Outlot C  must be shown on the preliminary plat.  No drainage and utility easement is to be dedicated  over Outlots A and B as shown on the preliminary plat.  All other drainage and utility easements  are subject to review and approval of the City Engineer.    Park Dedication.   The Parks System Master Plan does not identify land within the area of the  subject site for acquisition by the City for park purposes.  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.    Final Plat.  Upon approval of a preliminary plat, the developer must submit application for final  plat approval in accordance with Section 10‐3‐3 of the Subdivision Ordinance.   Minnesota  Statutes 462.356 require approval of a final plat within two years of preliminary plat approval.      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,  which is to be approved by resolution of the City Council, executed by the developer, and  recorded with the property.         RECOMMENDATION    The proposed R+L Carriers development of one lot is consistent with the land use guided by the  2012 Otsego Comprehensive Plan and the City’s economic development goals.  The proposed  development will also comply with the requirements of the Zoning Ordinance and Subdivision  Ordinance.   City staff recommends approval of the applications subject to conditions as  outlined below.         9 POSSIBLE ACTIONS    Decision 1 – Zoning Map Amendment    A. Motion to recommend approval of a Zoning Map amendment rezoning the subject site  to I‐1, Limited Industrial District.     B. Motion to recommend the application be denied based on a finding that the request is  inconsistent with the Comprehensive Plan and intent of the Zoning Ordinance.    C. Motion to table.    Decision 2 – Preliminary Plat/Site and Building Plan Review    A. Motion to recommend approval of the RLC Addition preliminary plat and site and  building plans for R+L Carriers, 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 for CSAH 38 shall be subject to review by the City Engineer  and approval of Wright County.    3. The submitted building elevations for the terminal building and maintenance  shall be revised to provide the percentages of exterior finishes that comply with  the requirements of Section 11‐17‐4.E.1 the Zoning Ordinance.    4. The landscape plan shall be revised to:    a. Install a minimum eight‐foot high wall along the north line of the tractor  parking stalls the north line of the trailer parking stalls.      b. Plant a double row of eight‐foot tall evergreen trees at 25‐feet on center  abutting the east and south lines property lines of the exception parcel at  the northwest corner of the subject site.     c. Plant two‐inch caliper inch shade trees at 50‐feet on center within the  front yard parallel to the Queens Avenue right‐of‐way line.       d. Plant a single row of eight‐foot evergreen trees at 25‐feet on center along  the south and east side of the site access driveway.    10 e. Plant a single row of eight‐foot tall evergreen trees at 25‐feet on center  along the east line of the proposed lot.    f. Installation of an irrigation system within turf areas of the subject site to  provide for maintenance of the plantings.       5. The site plan shall be revised to illustrate proposed building and impervious  surface coverage of the proposed lot in compliance with Section 11‐85‐8 of the  Zoning Ordinance.     6. The developer shall to remove the existing curb cut to Queens Avenue at the  southwest corner of the lot, subject to approval of the City Engineer.     7. The site plan shall be revised such that the dimensions of the employee off‐ street parking stalls comply with the provisions of Section 11‐21‐7.A and B of the  Zoning Ordinance.    8. The design and construction of the off‐street employee, tractor, and trailer  parking areas, loading areas, and all drive aisles shall be subject to review and  approval of the City Engineer.     9. Installation of the fuel pumps shall be subject to review and approval of the Fire  Marshall, and:      a. The fuel pumps shall be located upon raised concrete islands with a  minimum height of six inches and protected by concrete bollards.        b. Architectural elevations for the fuel canopy identifying exterior materials  and height shall be submitted and are subject to review and approval of  the Zoning Administrator.     10. 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.     11. 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.     12. All stormwater management plans and wetland impacts shall be subject to  review and approval of the City Engineer.     13. All utility plans shall be subject to review and approval of the City Engineer.    11  14. The developer shall pay utility availability charges in accordance with the fee  schedule in effect at the time of final plat approval.       15. All easements shall be subject to review and approval of the City Engineer.     16. The preliminary plat shall be revised to:      a. Dedicate minimum 10 foot wide easements at the perimeter of the  proposed lot abutting Outlots A, B, and C as required by Section 10‐8‐ 12.A of the Subdivision Ordinance.      b. A drainage and utility easement sufficient to access Outlot C shall be  dedicated.        c. Revise Outlot C to include the wetland and wetland buffer.      d. No dedication of drainage and utility easement over Outlots A and B.     17. 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 921 ft Overview Legend Roads CSAHCL CTYCL MUNICL PRIVATECL TWPCL Highways Interstate State Hwy US Hwy City/Township Limits c t Parcels Torrens An Equal Opportunity Employer Wright County Highway Department 3600 Braddock Ave NE Buffalo, MN 55313 Ph: (763)682-7383 Fax: (763)682-7313 VIRGIL HAWKINS, P.E. Highway Engineer CHAD HAUSMANN, P.E. Assistant Highway Engr. STEVE MEYER Maintenance Superintendent JEREMY CARLSON, P.L.S. Right-of-Way Agent SARA BUERMANN, P.E. Traffic Engineer October 28, 2021 Adam Flaherty Otsego City Administrator 13400 – 90th Street NE Otsego, MN 55330 RE: Plat Review for RLC Addition Plat No. 21.15 Dear Mr. Flaherty, We have received the Applications for Preliminary Plat Review for the proposed RLC Addition abutting CSAH 38 at Queens Ave NE. Wright County may have additional comments prior to signing the plat and as the project progresses to the permitting and construction phase. 1) It is our understanding that no access to CSAH 38 is requested as part of this plat. 2) 65 ft. of right of way shall be dedicate along CSAH 38 for highway use as part of this plat. 3) Any proposed work within the CSAH 38 right of way will require a permit. 4) No increase to the peak runoff to the CSAH 38 right of way should result from this development project. Please provide us with a copy of the drainage calculations, stormwater plan sheets and/or Stormwater Pollution Prevention Plan (SWPPP). Please contact us at 763-682-7383 if you have any questions or need further clarification. Sincerely, Sara C. Buermann, PE Traffic Engineer Cc: Virgil Hawkins, County Engineer Chad Hausmann, Assistant County Engineer Adam Backes, County Permit Technician D. Daniel Licht, Otsego City Planner Matt Parks, Manhard Consulting, LTD. Joe Lovinelli, Manhard Consulting, LTD. Keith Pruett, RL Carriers Steve Jobe, County Surveyor Eric Stennes, Assistant County Surveyor 345678910111213141516AABBA3.2121A3.2224' - 0"24' - 0"24' - 0"24' - 0"24' - 0"24' - 0"24' - 0"24' - 0"24' - 0"24' - 0"24' - 0"24' - 0"20' - 0"20' - 0"OFFICE4' - 2"COMPACTORDOCK LADDERGENERATORA3.05A3.12671' - 2"30' - 0"ROOF OVERHANG ABOVE10' ROOF OVERHANG TYP.DOCK LADDER10' - 0"10' WIDE CLEAR AISLE CENTERED IN TERMINAL. FULL LENGTH.4' - 2"SHRINK WRAP MACHINEFULL FRAME EXPANDABLE ENDWALLLIGHT BROOM FINISH FIRST 10' OF DOCK. BOTH SIDES, TYP.LIGHT BROOM FINISH FIRST 10' OF DOCK. BOTH SIDES, TYP.PALLET CHARGING STATIONS. (20) PROVIDED.FORK LIFT PARKILNG AREA1724' - 0"18192021222324252627282924' - 0"24' - 0"24' - 0"24' - 0"24' - 0"24' - 0"24' - 0"24' - 0"24' - 0"24' - 0"24' - 0"24' - 0"1' - 2"30DOCK STAND W/ 24 CHARGERS AT DOCK STAND RAILS4' - 2"4' - 2"4' - 2"PALLET CHARGING STATIONS. (20) PROVIDED.SHRINK WRAP MACHINEDOCK STAND W/ 14 CHARGERS AT DOCK STAND RAILSDOCK LADDER4' - 2"FORKLIFT RAMP100' - 0"WALL LEGENDNEW STUD WALL (SEE WALL TYPES)WALL TYPESNEW MASONRY WALL (SEE WALL TYPES)6INTERIOR - GWB ON 5 1/2" METAL STUD• 5/8" GYPSUM WALL BOARD• 5 1/2" LIGHT GAUGE METAL STUD W/ BATT INSULATION FOR NOISE ATTENUATION• 5/8" GYPSUM WALL BOARD NOTE: GYPSUM WALL BOARD TO BE IMPACT RESISTANT AT SERVICE SIDE OF WALL(S)1EXTERIOR - PEMB WALL (MAINTENANCE)• 1-1/2" METAL WALL PANEL • 8" Z-GIRT W/ 3/16" LINER SYSTEM (RE: PEMB MANUFACTURER)• SIMPLE SAVER INSULATION SYSTEM 3EXTERIOR - OFFICE• 3" SELF DRAINING EIFS SYSTEM• 6" METAL STUDS• R-19 BATT INSULATION• 5/8" GYPSUM WALL BOARDINTERIOR WALL - 8" CMU• 7 5/8" CONCRETE MASONRY UNIT 42EXTERIOR - PEMB WALL (TERMINAL)• 1-1/2" METAL WALL PANEL • 8" Z-GIRT (RE: PEMB MANUFACTURER)• 6" VINYL BATT INSULATIONNEW PEMB WALL (SEE WALL TYPES)5INTERIOR WALL - 4" CMU• 3 5/8" CONCRETE MASONRY UNIT 7INTERIOR - GWB ON 3-1/2" METAL STUD• 5/8" AIR SPACE OR 5/8" GYPSUM WALL BOARD AS INDICATED• 3-1/2" LIGHT GAUGE METAL STUD W/ BATT INSULATION FOR NOISE REDUCTION• 5/8" GYPSUM WALL BOARD8EXTERIOR - OFFICE• 1 1/2" METAL WALL PANEL• 6" METAL STUDS• R-19 BATT INSULATION• 5/8" GYPSUM WALL BOARD1525 Raleigh St. Suite 320 Denver, CO 80204ArcWestArchitects.com303-455-7741po`efqb`qPROJ. NO.C ARCWEST ARCHITECTS, SHEET NUMBER:SHEET TITLE:SHEET ISSUE DATE:REVISIONS:^ARCWESTKEY PLANmobifjfk^ov=pfqb=obsfbtoCi=Jlqpbdl=c^`fifqvNSSRV=TMqe=pq=kb=lqpbdlI=jk=RRPPM^NKMcrii=lccf`b=Lqbojfk^i=mi^k21074NNJMVJONSCALE:1" = 30'-0"A1.01OFFICE / TERMINAL PLANNo. Date Description 345678910AB2110' - 7"12' - 4"11' - 3"5' - 0"10' - 1"9' - 10"5' - 0"43' - 3"19' - 0"6' - 6"12' - 6"17' - 11"VESTIBULEOPEN WORK AREA4' - 2"OFFICEOFFICEMANAGERS OFFICERISERCOPIER / SUPPLIESDISPATCHDRIVERSJANITORNON-GENDERSHOWERWOMENMENMENGENERATORBREAK RMTELECOMELECCOMPACTOR20' - 0"20' - 0"30' - 0"24' - 0"24' - 0"24' - 0"24' - 0"24' - 0"24' - 0"DOCK LADDERROOF OVERHANG ABOVE7' - 9"8' - 9"20' - 4 3/4"21' - 11 5/8"WOMENROOF OVERHANG ABOVE10' WIDE CLEAR AISLE CENTERED IN TERMINAL. FULL LENGTH.10' - 0"3677767777777777763' - 0"12' - 6"6' - 9 1/8"6' - 10 1/8"14' - 0"12' - 0"9' - 9"7775' - 4"21' - 10"7' - 0 1/2"10' - 4"25' - 0"3' - 5"25' - 0"3' - 5"22' - 6"10' - 4"9' - 4 1/2"14" P.LAM TOPS AT HALF WALLS, TYP.LIGHT BROOM FINISH FIRST 10' OF DOCK. BOTH SIDES, TYP.LIGHT BROOM FINISH FIRST 10' OF DOCK. BOTH SIDES, TYP.10' - 0"10' - 0"FORK LIFT PARKILNG AREA1/2" PLATE, 18" TALL TYP.FORK LIFT PARKILNG AREA--------WALL LEGENDNEW STUD WALL (SEE WALL TYPES)WALL TYPESNEW MASONRY WALL (SEE WALL TYPES)6INTERIOR - GWB ON 5 1/2" METAL STUD• 5/8" GYPSUM WALL BOARD• 5 1/2" LIGHT GAUGE METAL STUD W/ BATT INSULATION FOR NOISE ATTENUATION• 5/8" GYPSUM WALL BOARD NOTE: GYPSUM WALL BOARD TO BE IMPACT RESISTANT AT SERVICE SIDE OF WALL(S)1EXTERIOR - PEMB WALL (MAINTENANCE)• 1-1/2" METAL WALL PANEL • 8" Z-GIRT W/ 3/16" LINER SYSTEM (RE: PEMB MANUFACTURER)• SIMPLE SAVER INSULATION SYSTEM 3EXTERIOR - OFFICE• 3" SELF DRAINING EIFS SYSTEM• 6" METAL STUDS• R-19 BATT INSULATION• 5/8" GYPSUM WALL BOARDINTERIOR WALL - 8" CMU• 7 5/8" CONCRETE MASONRY UNIT 42EXTERIOR - PEMB WALL (TERMINAL)• 1-1/2" METAL WALL PANEL • 8" Z-GIRT (RE: PEMB MANUFACTURER)• 6" VINYL BATT INSULATIONNEW PEMB WALL (SEE WALL TYPES)5INTERIOR WALL - 4" CMU• 3 5/8" CONCRETE MASONRY UNIT 7INTERIOR - GWB ON 3-1/2" METAL STUD• 5/8" AIR SPACE OR 5/8" GYPSUM WALL BOARD AS INDICATED• 3-1/2" LIGHT GAUGE METAL STUD W/ BATT INSULATION FOR NOISE REDUCTION• 5/8" GYPSUM WALL BOARD8EXTERIOR - OFFICE• 1 1/2" METAL WALL PANEL• 6" METAL STUDS• R-19 BATT INSULATION• 5/8" GYPSUM WALL BOARDSYMBOL LEGEND50 AMP WELDER RECEPTICALQUADPLEX CEILING RECEPTACLE 120 VNETWORK/CAT 5 DATA CABLEACCESS CONTROL (42" - 48" MH)50 AMP1525 Raleigh St. Suite 320 Denver, CO 80204ArcWestArchitects.com303-455-7741po`efqb`qPROJ. NO.C ARCWEST ARCHITECTS, SHEET NUMBER:SHEET TITLE:SHEET ISSUE DATE:REVISIONS:^ARCWESTKEY PLANmobifjfk^ov=pfqb=obsfbtoCi=Jlqpbdl=c^`fifqvNSSRV=TMqe=pq=kb=lqpbdlI=jk=RRPPM^NKNlccf`b=Lqbojfk^i=mi^k21074NNJMVJONSCALE:1/8" = 1'-0"A1.11OFFICE PLAN / PARTIAL TERMINALNo. Date Description 111213141516ABTERMINAL / CROSS DOCKDOCK LADDER4' - 2"24' - 0"24' - 0"24' - 0"24' - 0"24' - 0"24' - 0"24' - 0"24' - 0"24' - 0"DOCK STAND W/ 24 CHARGERS AT DOCK STAND RAILSSHRINK WRAP MACHINEROOF OVERHANG ABOVEDOCK LADDERROOF OVERHANG ABOVE10' WIDE CLEAR AISLE CENTERED IN TERMINAL. FULL LENGTH.10' - 0"6' - 0"6' - 0"1' - 0"7' - 1 1/2"TYP3' - 6"10' - 0"LIGHT BROOM FINISH FIRST 10' OF DOCK. BOTH SIDES, TYP.PALLET JACK CHARGING (20 SPACES)PALLET JACK CHARGING (24 SPACES)171819207' - 1 1/2"LIGHT BROOM FINISH FIRST 10' OF DOCK. BOTH SIDES, TYP.WALL LEGENDNEW STUD WALL (SEE WALL TYPES)WALL TYPESNEW MASONRY WALL (SEE WALL TYPES)6INTERIOR - GWB ON 5 1/2" METAL STUD• 5/8" GYPSUM WALL BOARD• 5 1/2" LIGHT GAUGE METAL STUD W/ BATT INSULATION FOR NOISE ATTENUATION• 5/8" GYPSUM WALL BOARD NOTE: GYPSUM WALL BOARD TO BE IMPACT RESISTANT AT SERVICE SIDE OF WALL(S)1EXTERIOR - PEMB WALL (MAINTENANCE)• 1-1/2" METAL WALL PANEL • 8" Z-GIRT W/ 3/16" LINER SYSTEM (RE: PEMB MANUFACTURER)• SIMPLE SAVER INSULATION SYSTEM 3EXTERIOR - OFFICE• 3" SELF DRAINING EIFS SYSTEM• 6" METAL STUDS• R-19 BATT INSULATION• 5/8" GYPSUM WALL BOARDINTERIOR WALL - 8" CMU• 7 5/8" CONCRETE MASONRY UNIT 42EXTERIOR - PEMB WALL (TERMINAL)• 1-1/2" METAL WALL PANEL • 8" Z-GIRT (RE: PEMB MANUFACTURER)• 6" VINYL BATT INSULATIONNEW PEMB WALL (SEE WALL TYPES)5INTERIOR WALL - 4" CMU• 3 5/8" CONCRETE MASONRY UNIT 7INTERIOR - GWB ON 3-1/2" METAL STUD• 5/8" AIR SPACE OR 5/8" GYPSUM WALL BOARD AS INDICATED• 3-1/2" LIGHT GAUGE METAL STUD W/ BATT INSULATION FOR NOISE REDUCTION• 5/8" GYPSUM WALL BOARD8EXTERIOR - OFFICE• 1 1/2" METAL WALL PANEL• 6" METAL STUDS• R-19 BATT INSULATION• 5/8" GYPSUM WALL BOARD1525 Raleigh St. Suite 320 Denver, CO 80204ArcWestArchitects.com303-455-7741po`efqb`qPROJ. NO.C ARCWEST ARCHITECTS, SHEET NUMBER:SHEET TITLE:SHEET ISSUE DATE:REVISIONS:^ARCWESTKEY PLANmobifjfk^ov=pfqb=obsfbtoCi=Jlqpbdl=c^`fifqvNSSRV=TMqe=pq=kb=lqpbdlI=jk=RRPPM^NKOqbojfk^im^oqf^i=mi^k21074NNJMVJONSCALE:1/8" = 1'-0"A1.21TERMINAL PARTIAL PLAN 1No. Date Description AB100' - 0"ROOF OVERHANG ABOVE10' WIDE CLEAR AISLE CENTERED IN TERMINAL. FULL LENGTH.10' - 0"TERMINAL / CROSS DOCKROOF OVERHANG ABOVELIGHT BROOM FINISH FIRST 10' OF DOCK. BOTH SIDES, TYP.LIGHT BROOM FINISH FIRST 10' OF DOCK. BOTH SIDES, TYP.10' - 0"FULL FRAME EXPANDABLE ENDWALL2122232425262728293024' - 0"24' - 0"24' - 0"24' - 0"24' - 0"24' - 0"24' - 0"24' - 0"1' - 2"6' - 0"1' - 0"6' - 0"TYP3' - 6"7' - 1 1/2"7' - 1 1/2"PALLET JACK CHARGING(20 SPACESWALL LEGENDNEW STUD WALL (SEE WALL TYPES)WALL TYPESNEW MASONRY WALL (SEE WALL TYPES)6INTERIOR - GWB ON 5 1/2" METAL STUD• 5/8" GYPSUM WALL BOARD• 5 1/2" LIGHT GAUGE METAL STUD W/ BATT INSULATION FOR NOISE ATTENUATION• 5/8" GYPSUM WALL BOARD NOTE: GYPSUM WALL BOARD TO BE IMPACT RESISTANT AT SERVICE SIDE OF WALL(S)1EXTERIOR - PEMB WALL (MAINTENANCE)• 1-1/2" METAL WALL PANEL • 8" Z-GIRT W/ 3/16" LINER SYSTEM (RE: PEMB MANUFACTURER)• SIMPLE SAVER INSULATION SYSTEM 3EXTERIOR - OFFICE• 3" SELF DRAINING EIFS SYSTEM• 6" METAL STUDS• R-19 BATT INSULATION• 5/8" GYPSUM WALL BOARDINTERIOR WALL - 8" CMU• 7 5/8" CONCRETE MASONRY UNIT 42EXTERIOR - PEMB WALL (TERMINAL)• 1-1/2" METAL WALL PANEL • 8" Z-GIRT (RE: PEMB MANUFACTURER)• 6" VINYL BATT INSULATIONNEW PEMB WALL (SEE WALL TYPES)5INTERIOR WALL - 4" CMU• 3 5/8" CONCRETE MASONRY UNIT 7INTERIOR - GWB ON 3-1/2" METAL STUD• 5/8" AIR SPACE OR 5/8" GYPSUM WALL BOARD AS INDICATED• 3-1/2" LIGHT GAUGE METAL STUD W/ BATT INSULATION FOR NOISE REDUCTION• 5/8" GYPSUM WALL BOARD8EXTERIOR - OFFICE• 1 1/2" METAL WALL PANEL• 6" METAL STUDS• R-19 BATT INSULATION• 5/8" GYPSUM WALL BOARD1525 Raleigh St. Suite 320 Denver, CO 80204ArcWestArchitects.com303-455-7741po`efqb`qPROJ. NO.C ARCWEST ARCHITECTS, SHEET NUMBER:SHEET TITLE:SHEET ISSUE DATE:REVISIONS:^ARCWESTKEY PLANmobifjfk^ov=pfqb=obsfbtoCi=Jlqpbdl=c^`fifqvNSSRV=TMqe=pq=kb=lqpbdlI=jk=RRPPM^NKPqbojfk^im^oqf^i=mi^k21074NNJMVJONSCALE:1/8" = 1'-0"A1.31TERMINAL PARTIAL PLAN 2No. Date Description 02030506CBA01OUT-TO-OUT CONCRETE & STEEL122' - 4"1' - 2"20' - 0"20' - 0"20' - 0"20' - 0"20' - 0"20' - 0"1' - 2"OUT - TO - OUT OF CONCRETE & STEEL90' - 0"45' - 0"45' - 0"DNDNDNA3.33A3.32A3.34A3.314" SAFETY YELLOW STRIPPING ON CONCRETESLAB; TYP.SAFETY LANESAFETY LANESAFETY LANESAFETY LANEDNFALL PROTECTION0809OVERHEAD DOOR TO BE CENTERED WITH DRIVE LANE TYP.4" SAFETY LANE PAINTED WITH YELLOW STRIPPING ON CONCRETE SLAB;TYP. AT SERVICE PITS.9999333333333333PULL THRU102OFFICE104ELEC /TELECOM105077744MENS R/R106NON GENDERR/R ANDSHOWER107FIRE RISERANDCOMPRESOR1084BREAK RM109445WATER HEATER ON RAISED PLATFORMSTL. BASE PLATE W/ ANCHOR BOLTS; TYP.PULL THRU103PARTSSTORAGE110TOOL CAGE111DETAIL BAY11210' - 4"6' - 10 1/4"11' - 4 1/2"9' - 5 1/8"8' - 4 1/2"14' - 6 1/2"23' - 11 1/2"3/8" & 1/2" DOUBLE HOSE REELS, TYP.DOUBLE AIR DROP50 AMP50 AMP50 AMP50 AMP PRESSURE WASHER RECEPTICAL50 AMP WELDER RECEPTACLE04SAFETY LANESAFETY LANEOIL/SERVICEBAY101INSPECTIONBAY10048" MIN CLEARANCEWALL LEGENDNEW STUD WALL (SEE WALL TYPES)WALL TYPESNEW MASONRY WALL (SEE WALL TYPES)6INTERIOR - GWB ON 5 1/2" METAL STUD• 5/8" GYPSUM WALL BOARD• 5 1/2" LIGHT GAUGE METAL STUD W/ BATT INSULATION FOR NOISE ATTENUATION• 5/8" GYPSUM WALL BOARD NOTE: GYPSUM WALL BOARD TO BE IMPACT RESISTANT AT SERVICE SIDE OF WALL(S)1EXTERIOR - PEMB WALL (MAINTENANCE)• 1-1/2" METAL WALL PANEL • 8" Z-GIRT W/ 3/16" LINER SYSTEM (RE: PEMB MANUFACTURER)• SIMPLE SAVER INSULATION SYSTEM 3EXTERIOR - OFFICE• 3" SELF DRAINING EIFS SYSTEM• 6" METAL STUDS• R-19 BATT INSULATION• 5/8" GYPSUM WALL BOARDINTERIOR WALL - 8" CMU• 7 5/8" CONCRETE MASONRY UNIT 42EXTERIOR - PEMB WALL (TERMINAL)• 1-1/2" METAL WALL PANEL • 8" Z-GIRT (RE: PEMB MANUFACTURER)• 6" VINYL BATT INSULATIONNEW PEMB WALL (SEE WALL TYPES)5INTERIOR WALL - 4" CMU• 3 5/8" CONCRETE MASONRY UNIT 7INTERIOR - GWB ON 3-1/2" METAL STUD• 5/8" AIR SPACE OR 5/8" GYPSUM WALL BOARD AS INDICATED• 3-1/2" LIGHT GAUGE METAL STUD W/ BATT INSULATION FOR NOISE REDUCTION• 5/8" GYPSUM WALL BOARD8EXTERIOR - OFFICE• 1 1/2" METAL WALL PANEL• 6" METAL STUDS• R-19 BATT INSULATION• 5/8" GYPSUM WALL BOARDSYMBOL LEGEND50 AMP WELDER RECEPTICALQUADPLEX CEILING RECEPTACLE 120 VNETWORK/CAT 5 DATA CABLE50 AMP1525 Raleigh St. Suite 320 Denver, CO 80204ArcWestArchitects.com303-455-7741SRCHITECTPROJ. NO.C ARCWEST ARCHITECTS, SHEET NUMBER:SHEET TITLE:SHEET ISSUE DATE:REVISIONS:AARCWESTKEY PLANmobifjfk^ov=pfqb=obsfbtoCi=Jlqpbdl=c^`fifqvNSSRV=TMqe=pq=kb=lqpbdlI=jk=RRPPM^NKQj^fkqbk^k`bcillo=mi^k21074NNJMVJONNo. Date DescriptionSCALE:1/8" = 1'-0"A1.41MAINTENANCE BLDG FLOOR PLAN 345678910111213141516211718192021222324252627282930T.O. ROOF129' - 4 3/4"APRON100' - 0"TERMINAL FINISH FLOOR104' - 2"CANOPY FRAME EAVE118' - 3"EXTERIOR MOUNTED STANCHION MOUNTED AREA LIGHT9X9 OHD INSULATED COILING DOOR, TYP.DOCK BUMMPER EACH SIDE, TYP.DOCK LEVELER, TYP.212223242526272829301' - 2"24' - 0"24' - 0"24' - 0"24' - 0"24' - 0"24' - 0"24' - 0"24' - 0"STEEL DOCK LADDER. PAINT SAFETY YELLOW, TYP.111213141516T.O. ROOF129' - 4 3/4"APRON100' - 0"TERMINAL FINISH FLOOR104' - 2"CANOPY FRAME EAVE118' - 3"24' - 0"24' - 0"24' - 0"9X9 OHD INSULATED COILING DOOR, TYP.DOCK BUMMPER EACH SIDE, TYP.DOCK LEVELER, TYP.EXTERIOR MOUNTED STANCHION MOUNTED AREA LIGHTWALL-PACK AT EACH MAN DOOR, TYP.24' - 0"24' - 0"24' - 0"24' - 0"24' - 0"24' - 0"17181920345678910T.O. ROOF129' - 4 3/4"APRON100' - 0"TERMINAL FINISH FLOOR104' - 2"CANOPY FRAME EAVE118' - 3"2124' - 0"24' - 0"24' - 0"30' - 0"20' - 0"20' - 0"9X9 OHD INSULATED COILING DOOR, TYP.EXTERIOR MOUNTED STANCHION MOUNTED AREA LIGHT24' - 0"24' - 0"24' - 0"STEEL DOCK LADDER. PAINT SAFETY YELLOW, TYP.WALL-PACK AT EACH DRIVERS LADDER, TYP.GRADE "D" MATERIAL; ARCHITECTURAL PRECAST CONCRETE PANEL W/ SMOOTH FINISH GRADE "B" MATERIAL; ARCHITECTURAL PANEL W/ NATURAL FINISH STANDING SEAM METAL ROOFABCEGRADE "A" MATERIALS; STUCCO AND GLASSDGRADE "D" MATERIAL; SMOOTH AS CAST CONCRETE BLOCKMATERIAL LEGEND1525 Raleigh St. Suite 320 Denver, CO 80204ArcWestArchitects.com303-455-7741SRCHITECTPROJ. NO.C ARCWEST ARCHITECTS, SHEET NUMBER:SHEET TITLE:SHEET ISSUE DATE:REVISIONS:AARCWESTmobifjfk^ov=pfqb=obsfbtoCi=Jlqpbdl=c^`fifqvNSSRV=TMqe=pq=kb=lqpbdlI=jk=RRPPM^PKMqbojfk^ibibs^qflkp21074NNJMVJONNo. Date DescriptionSCALE:1" = 30'-0"A3.05KEY ELEVATION - TERMINAL EASTSCALE:1/8" = 1'-0"A3.06TERMINAL EAST ELEVATION 3SCALE:1/8" = 1'-0"A3.07TERMINAL EAST ELEVATION 2SCALE:1/8" = 1'-0"A3.08TERMINAL EAST ELEVATION 1BECBECBECBCEBCEBCEAAEBECBEC 345678910111213141516211718192021222324252627282930345678910T.O. ROOF129' - 4 3/4"APRON100' - 0"TERMINAL FINISH FLOOR104' - 2"CANOPY FRAME EAVE118' - 3"21TRASH COMPACTOR24' - 0"24' - 0"30' - 0"20' - 0"20' - 0"EXTERIOR MOUNTED STANCHION MOUNTED AREA LIGHT9X9 OHD INSULATED COILING DOOR, TYP.WALL-PACK AT EACH MAN DOOR, TYP.24' - 0"24' - 0"24' - 0"24' - 0"111213141516T.O. ROOF129' - 4 3/4"APRON100' - 0"TERMINAL FINISH FLOOR104' - 2"CANOPY FRAME EAVE118' - 3"EXTERIOR MOUNTED STANCHION MOUNTED AREA LIGHT9X9 OHD INSULATED COILING DOOR, TYP.24' - 0"24' - 0"24' - 0"24' - 0"DOCK BUMMPER EACH SIDE, TYP.DOCK LEVELER, TYP.24' - 0"24' - 0"24' - 0"24' - 0"24' - 0"17181920T.O. ROOF129' - 4 3/4"APRON100' - 0"TERMINAL FINISH FLOOR104' - 2"CANOPY FRAME EAVE118' - 3"EXTERIOR MOUNTED STANCHION MOUNTED AREA LIGHT9X9 OHD INSULATED COILING DOOR, TYP.DOCK BUMMPER EACH SIDE, TYP.20212223242526272829301' - 2"24' - 0"24' - 0"24' - 0"24' - 0"24' - 0"24' - 0"24' - 0"24' - 0"24' - 0"GRADE "D" MATERIAL; ARCHITECTURAL PRECAST CONCRETE PANEL W/ SMOOTH FINISH GRADE "B" MATERIAL; ARCHITECTURAL PANEL W/ NATURAL FINISH STANDING SEAM METAL ROOFABCEGRADE "A" MATERIALS; STUCCO AND GLASSDGRADE "D" MATERIAL; SMOOTH AS CAST CONCRETE BLOCKMATERIAL LEGEND1525 Raleigh St. Suite 320 Denver, CO 80204ArcWestArchitects.com303-455-7741SRCHITECTPROJ. NO.C ARCWEST ARCHITECTS, SHEET NUMBER:SHEET TITLE:SHEET ISSUE DATE:REVISIONS:AARCWESTmobifjfk^ov=pfqb=obsfbtoCi=Jlqpbdl=c^`fifqvNSSRV=TMqe=pq=kb=lqpbdlI=jk=RRPPM^PKNqbojfk^ibibs^qflkp21074NNJMVJONNo. Date DescriptionSCALE:1" = 30'-0"A3.12KEY ELEVATION - TERMINAL WESTSCALE:1/8" = 1'-0"A3.13TERMINAL WEST ELEVATION 1SCALE:1/8" = 1'-0"A3.14TERMINAL WEST ELEVATION 2SCALE:1/8" = 1'-0"A3.15TERMINAL WEST ELEVATION 3BECBCEAAEABBCEBECBECBECBCEBEC ABT.O. ROOF129' - 4 3/4"APRON100' - 0"TERMINAL FINISH FLOOR104' - 2"CANOPY FRAME EAVE118' - 3"2" / 12"2" / 12"OVERHANG10' - 0"OVERHANG10' - 0"OUT-TO-OUT CONCRETE100' - 0"707705ABT.O. ROOF129' - 4 3/4"APRON100' - 0"TERMINAL FINISH FLOOR104' - 2"CANOPY FRAME EAVE118' - 3"2" / 12"2" / 12"OVERHANG10' - 0"OVERHANG10' - 0"OUT-TO-OUT CONCRETE100' - 0""GRADE A" MATERIALSSTUCCO AND GLASS STANDING SEAM METAL ROOF GRADE "D" MATERIAL; ARCHITECTURAL PRECAST CONCRETE PANEL W/ SMOOTH FINISH GRADE "B" MATERIAL; ARCHITECTURAL PANEL W/ NATURAL FINISH STANDING SEAM METAL ROOFABCEGRADE "A" MATERIALS; STUCCO AND GLASSDGRADE "D" MATERIAL; SMOOTH AS CAST CONCRETE BLOCKMATERIAL LEGEND1525 Raleigh St. Suite 320 Denver, CO 80204ArcWestArchitects.com303-455-7741SRCHITECTPROJ. NO.C ARCWEST ARCHITECTS, SHEET NUMBER:SHEET TITLE:SHEET ISSUE DATE:REVISIONS:AARCWESTmobifjfk^ov=pfqb=obsfbtoCi=Jlqpbdl=c^`fifqvNSSRV=TMqe=pq=kb=lqpbdlI=jk=RRPPM^PKOqbojfk^ibibs^qflkp21074NNJMVJONNo. Date DescriptionSCALE:1/8" = 1'-0"A3.21SOUTH ELEVATION TERMINALSCALE:1/8" = 1'-0"A3.22NORTH ELEVATION OFFICE/TERMINALEND WALL "GRADE D" MATERIALSMOOT CAST CONCRETE BLOCK DEAEAEBA CBA2" / 12"2" / 12"8" CONCRETE FILLED BOLLARD PAINT SAFETY YELLOW; TYP.WALL-PACK(N) STANCHION MOUNTED EXTERIOR LIGHT45' - 0"45' - 0"OUT-TO-OUT OF CONCRETE & STEEL90' - 0"ROOF RIDGEWALL-PACKMAINT. BAY FINISHFLOOR100' - 0"T.O. ROOF RIDGE128' - 0"CBATO CONC WALL104' - 2"WALL-PACK2" / 12"45' - 0"45' - 0"OUT-TO-OUT OF CONCRETE & STEEL90' - 0"STANCHION MOUNTED EXTERIOR LIGHTROOF RIDGE2" / 12"±MAINT. BAY FINISHFLOOR100' - 0"T.O. ROOF RIDGE128' - 0"02030506TO CONC WALL104' - 2"018" CONCRETE FILLED BOLLARD PAINT SAFETY YELLOW; TYP.WALL-PACKSTANCHION MOUNTED EXTERIOR LIGHTAUTO EXHAUST VENT1' - 2"20' - 0"20' - 0"20' - 0"20' - 0"20' - 0"20' - 0"1' - 2"0809OUT-TO-OUT OF CONCRETE & STEEL122' - 4"0704±MAINT. BAY FINISHFLOOR100' - 0"T.O. ROOF RIDGE128' - 0"02030506TO CONC WALL104' - 2"018" CONCRETE FILLED BOLLARD PAINT SAFETY YELLOW; TYP.STANCHION MOUNTED EXTERIOR LIGHTROOF RIDGE1' - 2"20' - 0"20' - 0"20' - 0"20' - 0"20' - 0"20' - 0"1' - 2"0809OUT-TO-OUT OF CONCRETE & STEEL122' - 4"WALL-PACKWALL-PACK±0704GRADE "D" MATERIAL; ARCHITECTURAL PRECAST CONCRETE PANEL W/ SMOOTH FINISH GRADE "B" MATERIAL; ARCHITECTURAL PANEL W/ NATURAL FINISH STANDING SEAM METAL ROOFABCEGRADE "A" MATERIALS; STUCCO AND GLASSDGRADE "D" MATERIAL; SMOOTH AS CAST CONCRETE BLOCKMATERIAL LEGEND1525 Raleigh St. Suite 320 Denver, CO 80204ArcWestArchitects.com303-455-7741SRCHITECTPROJ. NO.C ARCWEST ARCHITECTS, SHEET NUMBER:SHEET TITLE:SHEET ISSUE DATE:REVISIONS:AARCWESTmobifjfk^ov=pfqb=obsfbtoCi=Jlqpbdl=c^`fifqvNSSRV=TMqe=pq=kb=lqpbdlI=jk=RRPPM^PKPj^fkqbk^k`bbibs^qflkp21074NNJMVJONNo. Date DescriptionSCALE:1/8" = 1'-0"A3.31MAINTENANCE SOUTH ELEVATIONSCALE:1/8" = 1'-0"A3.32MAINTENANCE NORTH ELEVATIONSCALE:1/8" = 1'-0"A3.33MAINTENANCE WEST ELEVATIONSCALE:1/8" = 1'-0"A3.34MAINTENANCE EAST ELEVATIONBECBECBECBECBECBECDEDE (9) PG (5) PS (11) PG (21) PS (7) PG(7) PS (9) LL (8) LL (14) PS (1) CO (7) RG (1) CO (7) RG (4) RG (1) UP (1) UP (4) RG (1) UP (4) RG (1) UP (4) RG (1) CO (7) RG (1) CO (4) RG (7) RG (1) CO (1) CO (4) RG 25760 C5 - RESTORATION DATE DESCRIPTION BY PROJECT TITLE SHEET REVISION SCHEDULE PROJECT NO. FILE NAME DESIGNED BY ORIGINAL ISSUE DATE DRAWN BY CLIENT PROJECT NO. REVIEWED BY WITHOUT PRIOR WRITTEN CONSENT.INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, ---- LRW MRW MRW 21-25760 ---- C5-10 RESTORATION AND PLANTING PLAN C5-10 RESTORATION AND PLANTING PLAN ---- 21-25760 C5-10 R+L CARRIERS - OTSEGO MINNESOTAOTSEGO PROPERTY LINE (TYP) 0 SCALE IN FEET1" = 60' 60 120 NOTE: REFER TO SHEET C5-20 FOR PLANTING DETAILS, LANDSCAPE NOTES, IRRIGATION NOTES, AND PLANT SCHEDULE.PRELIMINARY NOT FOR CONSTRUCTIONPRELIMINARY NOT FOR CONSTRUCTIONCITY OF OTSEGO CITY CODE LANDSCAPE REQUIREMENTS: SCREENING SHALL BE PROVIDED WHERE NONRESIDENTIAL USE IS ACROSS THE STREET FROM A RESIDENTIAL ZONE, BUT NOT ON THAT SIDE OF NONRESIDENTIAL USE CONSIDERED TO BE THE FRONT. A GREEN BELT PLANTING STRIP SHALL CONSIST OF EVERGREEN AND/OR DECIDUOUS TREES AND PLANTS AND SHALL BE SUFFICIENT WIDTH AND DENSITY TO PROVIDE AN EFFECTIVE VISUAL SCREEN (8' MN HT), LANDSCAPE SCREEN PLANT MATERIAL SHALL BE PLANTED IN 2 OR MORE ROWS. PLANTINGS SHALL BE STAGGERED UNLESS OTHERWISE APPROVED BY THE ZONING ADMINISTRATOR. ALL NEW PLANTS SHALL BE GUARANTEED FOR ONE YEAR FOLLOWING SUBSTANTIAL COMPLETION. PROPOSED 100 DOORS PROPOSED 4,000 SFOFFICEPROPOSED 5-BAYMAINTENANCE GARAGE FUTURE 50 DOOR EXPANSION LIMIT OF DISTURBANCE (TYP) DECIDUOUS TREES QTY BOTANICAL / COMMON NAME SIZE ROOT CO 6 CELTIS OCCIDENTALIS COMMON HACKBERRY 2" CAL B & B UP 4 ULMUS AMERICANA 'PRINCETON' PRINCETON AMERICAN ELM 2" CAL B & B EVERGREEN/CONFER TREES QTY BOTANICAL / COMMON NAME SIZE ROOT LL 17 LARIX LARICINA TAMARACK 8` HT MIN B & B PG 27 PICEA GLAUCA WHITE SPRUCE 8` HT MIN B & B PS 47 PINUS STROBUS WHITE PINE 8` HT MIN B & B DECIDUOUS SHRUBS QTY BOTANICAL / COMMON NAME SIZE ROOT RG 52 RHUS AROMATICA `GRO-LOW` GRO-LOW FRAGRANT SUMAC 2 GAL CONT MULCH QTY BOTANICAL / COMMON NAME SIZE ROOT 4,468 SF SHREDDED NATURAL HARDWOOD MULCH AT 3" DEPTH-- SEEDING QTY BOTANICAL / COMMON NAME SIZE ROOT 305,878 SF SEED MIX MNDOT 25-131 LOW MAINTENANCE TURF -- 157,582 SF SEED MIX MNDOT 33-261 STORMWATER -- 103,722 SF SEED MIX MNDOT 35-241 MESIC PRAIRIE GENERAL -- PLANT SCHEDULE 25760 C5 - RESTORATION DATE DESCRIPTION BY PROJECT TITLE SHEET REVISION SCHEDULE PROJECT NO. FILE NAME DESIGNED BY ORIGINAL ISSUE DATE DRAWN BY CLIENT PROJECT NO. REVIEWED BY WITHOUT PRIOR WRITTEN CONSENT.INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, C5-20 RESTORATION AND PLANTING DETAILS C5-20 RESTORATION AND PLANTING DETAILS ---- 21-25760 C5-20 MINNESOTAOTSEGO 1.LOCATE ALL UTILITIES PRIOR TO CONSTRUCTION. REPORT ANY DISCREPANCIES TO OWNER'S REPRESENTATIVE PRIOR TO CONSTRUCTION. 2.PROTECT LANDSCAPE MATERIAL NOT NOTED TO BE REMOVED. 3.REMOVE ALL CONSTRUCTION DEBRIS AND MATERIALS INJURIOUS TO PLANT GROWTH FROM PLANTING PITS AND BEDS PRIOR TO BACKFILLING WITH PLANTING MIX. 4.LAWN AREAS SHALL HAVE TOPSOIL PER SPECIFICATIONS. 5.ALL PLANT MATERIALS SHALL BE TRUE TO THEIR SCIENTIFIC NAME AND SIZE AS INDICATED IN THE PLANT SCHEDULE. 6.IF DISCREPANCIES EXIST BETWEEN THE NUMBER OF PLANTS DRAWN ON THE PLANTING PLAN AND THE NUMBER OF PLANTS IN THE SCHEDULE, THE PLANTING PLAN SHALL GOVERN. 7.ALL PLANT MATERIALS MUST CONFORM TO AMERICAN STANDARDS FOR NURSERY STOCK (A.N.S.I.), LATEST EDITION PUBLISHED BY THE AMERICAN ASSOCIATION OF NURSERYMEN, WASHINGTON D.C. LARGER SIZED PLANT MATERIALS OF THE SPECIES LISTED MAY BE USED IF THE STOCK CONFORMS TO A.N.S.I. 8.ALL PLANT MATERIAL SHALL BE GUARANTEED TO BE IN A LIVE AND HEALTHY GROWING CONDITION FOR ONE FULL GROWING SEASON (ONE YEAR) AFTER FINAL PROJECT ACCEPTANCE. ALL DEAD DISEASED SHALL BE REPLACED FREE OF CHARGE WITH THE SAME GRADE AND SPECIES. 9.PROVIDE SHREDDED HARDWOOD MULCH (NATURAL COLOR) AT 3" DEPTH, IN ALL LANDSCAPE BEDS AND TREE RINGS. DO NOT USE AN UNDERLAYMENT SUCH AS PLASTIC SHEET OR LANDSCAPE FABRIC. APPLY PRE-EMERGENT TO ALL PLANTING BEDS PRIOR TO MULCHING. 10.LANDSCAPE EDGING- INSTALL IN ALL LOCATIONS WHERE PLANTING BED AND TURF ABUT. LANDSCAPE EDGING TO BE COMMERCIAL GRADE (BLACK) POLY EDGING. LANDSCAPING NOTES R+L CARRIERS - OTSEGO ---- LRW MRW MRW 21-25760 ----PRELIMINARY NOT FOR CONSTRUCTIONPRELIMINARY NOT FOR CONSTRUCTIONIRRIGATION NOTES 1.IRRIGATION SYSTEM SHALL BE CONSTRUCTED AS A DESIGN BUILD PROJECT. SUBMIT DESIGN DRAWINGS FOR APPROVAL BY OWNER. 2.ONLY PLANTING BEDS AND LAWN TURF AREAS SHALL BE SERVICED BY THE IRRIGATION SYSTEM. ALL IRRIGATION SHALL BE COMPATIBLE WITH LOCAL JURISDICTION CODE. IRRIGATION SHALL NOT OVER SPRAY ONTO ADJACENT HARDSCAPE, BUILDINGS, OR ANY OTHER NON-TURF AREAS. 3.PROVIDE ALL IRRIGATION LINE, SPRAY HEADS, SLEEVING UNDER HARDSCAPE, VALVES, WIRING, CONTROLLER, BACK-FLOW PREVENTOR, MAIN & LATER PIPES, CENTRAL CONTROL WATER MANAGEMENT SYSTEM, AND ALL OTHER REQUIRED ACCESSORIES. 4.CONFIRM POINT(S) OF CONNECTION AND CONTROL BOX LOCATIONS WITH OWNER PRIOR TO DESIGN OF IRRIGATION SYSTEM. COORDINATE LOCATIONS OF SLEEVING WITH ALL UTILITIES, FOOTINGS, AND ANY OTHER UNDERGROUND CONSTRUCTION. 5.IRRIGATION WATER METER TO BE INSTALLED BY PLUMBING CONTRACTOR. TOP OF ROOTBALL TO BE SET ABOVE GRADE 3" CUT AND REMOVE AT MINIMUM THE TOP HALF OF WIRE BASKETS, BURLAP AND/OR TWINE AND REMOVE FROM THE PLANTING PIT. AVOID CUTTING OR SCARING ROOTS. ANY ROOTS THAT ARE SCARED OR BROKEN DURING PLANTING SHOULD BE CUT CLEAN AT 90 DEGREES BACKFILL PLANTING PIT PER TREE PLANTING SPECIFICATIONS WHEN PROVIDED, OR WITH NATIVE SOIL-EXCEPT WHEN IN HEAVY CLAY, MIX AMENDED TOPSOIL FROM A LOCAL SOURCE WITH NATIVE SOIL EXCAVATE PLANTING PIT TO A DEPTH EQUAL TO THE DEPTH OF THE ROOTBALL MINUS 3" AND A MINIMUM TWICE THE DIAMETER OF THE ROOTBALL PLACE ROOTBALL ON UNDISTURBED SOIL AND ENSURE TRUNK OF TREES IS PLUMB SHREDDED HARDWOOD MULCH (NATURAL COLOR) AT 3-INCH DEPT. DO NOT PLACE MULCH DIRECTLY ON TREE TRUNK, LEAVE A MIN. 3" RING AROUND CROWN. WHEN PLACED IN PLANTING BED USE PLANTING BED MULCH SPECIFIED ROOTBALL DIA 2X ROOTBALL DIA DEPTH OF ROOTBALL NEVER CUT PRIMARY LEADER PRUNE ALL BROKEN, DAMAGED, OR RUBBING LIMBS AND BRANCHES IMMEDIATELY AFTER PLANTING - ALL PRUNING CUTS CLEAN AT 90 DEGREES TIE NYLON STRAP AROUND TRUNK AS SHOWN 1/2" WIDE NYLON STRAPPING - COLOR TO BEAPPROVED BY LANDSCAPE ARCHITECT FINISH GRADE TREES 8'+TREES 6'-8' *NOTE: DO NOT STAKE TREES UNLESS INDICATED. HARDWOOD STAKES 2"X2"X8' LONG - INSTALL OUTSIDE OF ROOTBALL AT 5' MAX HT STAKING DIAGRAM, NO STAKING TREESUNDER 6' DECIDUOUS TREE PLANTING DETAIL SCALE: 1" = 1'-0 TOP OF ROOTBALL TO BE SET SLIGHTLY ABOVE GRADE 3" CUT AND REMOVE AT MINIMUM THE TOP HALF OF WIRE BASKETS, BURLAP AND/OR TWINE AND REMOVE FROM THE PLANTING PIT. AVOID CUTTING OR SCARING ROOTS. ANY ROOTS THAT ARE SCARED OR BROKEN DURING PLANTING SHOULD BE CUT CLEAN AT 90 DEGREES BACKFILL PLANTING PIT PER TREE PLANTING SPECIFICATIONS WHEN PROVIDED, OR WITH NATIVE SOIL-EXCEPT WHEN IN HEAVY CLAY, MIX AMENDED TOPSOIL FROM A LOCAL SOURCE WITH NATIVE SOIL EXCAVATE PLANTING PIT TO A DEPTH EQUAL TO THE DEPTH OF THE ROOTBALL MINUS 3" AND A MINIMUM TWICE THE DIAMETER OF THE ROOTBALL PLACE ROOTBALL ON UNDISTURBED SOIL AND ENSURE TRUNK OF TREES IS PLUMB SHREDDED HARDWOOD MULCH (NATURAL COLOR) AT 3-INCH DEPTH. DO NOT PLACE MULCH DIRECTLY ON TREE TRUNK, LEAVE A MIN. 3" RING AROUND CROWN. WHEN PLACED IN PLANTING BED USE PLANTING BED MULCH SPECIFIED ROOTBALL DIA. 2X ROOTBALL DIA. DEPTH OF ROOTBALL NEVER CUT PRIMARY LEADERS - 3 LARGEST DIAMETER STEMS PRUNE ALL BROKEN, DAMAGED, OR RUBBING LIMBS AND BRANCHES IMMEDIATELY AFTER PLANTING - ALL PRUNING CUTS CLEAN AT 90 DEGREES NOTE: 1. DO NOT STAKE TREES UNLESS INDICATED.2. THOROUGHLYWATER-IN ALL TREES IMMEDIATELY AFTER PLANTING AND ENSURE NO UNDESIRABLESETTLING OCCURS -TREE STAYS PLUMB FINISH GRADE MULTI-STEM TREE PLANTING DETAILS SCALE: 1" = 1'-0 SHREDDED HARDWOOD MULCH (NATURAL COLOR) AT 3-INCH DEPTH BACKFILL PLANTING PIT PER SHRUB PLANTING SPECIFICATIONS WHEN PROVIDED, OR WITH NATIVE SOIL-EXCEPT WHEN IN HEAVY CLAY, MIX AMENDED TOPSOIL FROM A LOCAL SOURCE WITH NATIVE SOIL EXCAVATE PLANTING PIT TO A DEPTH EQUAL TO THE DEPTH OF THE ROOTBALL / CONTAINER MINUS 3" AND A MINIMUM TWICE THE DIAMETER OF THE ROOTBALL / CONTAINER - TILL ALL PLANTING BEDS TO A MINIMUM DEPTH OF 6" THROUGHT PLACE ROOTBALL ON UNDISTURBED SOIL AND ENSURE PLANT IS PLUMB ALL PLANTS TO BE INSTALLED SO THAT THE TOP OF THE CROWN OF THE PLANT IS SLIGHTLY ABOVE FINISH GRADE 3" ROOTBALL DIA 2X ROOTBALL DIA DEPTH OF ROOTBALL FINISH GRADE CUT AND REMOVE AT MINIMUM THE TOP HALF OF WIRE BASKETS, BURLAP AND/OR TWINE, OR ENTIRE CONTAINER, AND REMOVE FROM THE PLANTING PIT, SCARIFY ROOTS FOR ALL CONTAINERIZED PLANTS 5 GALLONS FOR SMALLER CONTAINER DIA 2X CONTAINER DIA SHRUB PLANTING DETAIL SCALE: 1" = 1'-0 SHREDDED HARDWOOD MULCH (NATURAL COLOR) AT 3-INCH DEPTH PLANTING BED - SOIL PREPARATION PER PLANS & NOTES LAWN OR GROUND COVER FINISH GRADE POLY LANDSCAPE EDGING AND STAKING (BLACK)- SEE PLANS FOR LOCATION SUBGRADE - PER PLANS & NOTES LANDSCAPE EDGING DETAIL SCALE: 1" = 1'-0 MINIMUM 6FT OBSTRUCTION SETBACK PROJECT LOCATION R+L CARRIERS - OTSEGO for Proposed Preliminary Improvements 6900 QUEENS AVENUE CITY OF OTSEGO, MINNESOTA TM PROJ. MGR.: DRAWN BY: DATE: SCALE: OF SHEET PROJ. ASSOC.:DATEREVISIONSDRAWN BYTM700 Springer Drive, Lombard, IL 60148 ph:630.691.8500 fx: 630.691.8585 manhard.comCivil Engineers | Surveyors | Water Resource Engineers | Water & Waste Water EngineersConstruction Managers | Environmental Scientists | Landscape Architects | PlannersR+L CARRIERS - OTSEGO6900 QUEENS AVENUE, OTSEGO, MNTITLE SHEET1 9 November 9, 2021 - 15:14 Dwg Name: P:\Rlrotmn01\dwg\Eng\Preliminary\Plan Set\01 - TITLE SHEET.dwg Updated By: MParks N PROJ. MGR.: DRAWN BY: DATE: SCALE: OF SHEET PROJ. ASSOC.:DATEREVISIONSDRAWN BYTM700 Springer Drive, Lombard, IL 60148 ph:630.691.8500 fx: 630.691.8585 manhard.comCivil Engineers | Surveyors | Water Resource Engineers | Water & Waste Water EngineersConstruction Managers | Environmental Scientists | Landscape Architects | PlannersR+L CARRIERS - OTSEGO6900 QUEENS AVENUE, OTSEGO, MNINDEX OF SHEETS2 9 November 9, 2021 - 15:14 Dwg Name: P:\Rlrotmn01\dwg\Eng\Preliminary\Plan Set\02 - INDEX OF SHEETS.dwg Updated By: MParks NPROJ. MGR.: DRAWN BY: DATE: SCALE: OF SHEET PROJ. ASSOC.:DATEREVISIONSDRAWN BYTM700 Springer Drive, Lombard, IL 60148 ph:630.691.8500 fx: 630.691.8585 manhard.comCivil Engineers | Surveyors | Water Resource Engineers | Water & Waste Water EngineersConstruction Managers | Environmental Scientists | Landscape Architects | PlannersR+L CARRIERS - OTSEGO6900 QUEENS AVENUE, OTSEGO, MNGEOMETRIC PLAN - WEST3 9 November 9, 2021 - 15:14 Dwg Name: P:\Rlrotmn01\dwg\Eng\Preliminary\Plan Set\03-04 - GEOMETRIC PLAN.dwg Updated By: MParks NPROJ. MGR.: DRAWN BY: DATE: SCALE: OF SHEET PROJ. ASSOC.:DATEREVISIONSDRAWN BYTM700 Springer Drive, Lombard, IL 60148 ph:630.691.8500 fx: 630.691.8585 manhard.comCivil Engineers | Surveyors | Water Resource Engineers | Water & Waste Water EngineersConstruction Managers | Environmental Scientists | Landscape Architects | PlannersR+L CARRIERS - OTSEGO6900 QUEENS AVENUE, OTSEGO, MNGEOMETRIC PLAN - EAST4 9 November 9, 2021 - 15:14 Dwg Name: P:\Rlrotmn01\dwg\Eng\Preliminary\Plan Set\03-04 - GEOMETRIC PLAN.dwg Updated By: MParks NPROJ. MGR.: DRAWN BY: DATE: SCALE: OF SHEET PROJ. ASSOC.:DATEREVISIONSDRAWN BYTM700 Springer Drive, Lombard, IL 60148 ph:630.691.8500 fx: 630.691.8585 manhard.comCivil Engineers | Surveyors | Water Resource Engineers | Water & Waste Water EngineersConstruction Managers | Environmental Scientists | Landscape Architects | PlannersR+L CARRIERS - OTSEGO6900 QUEENS AVENUE, OTSEGO, MNGRADING PLAN - WEST5 9 November 9, 2021 - 15:14 Dwg Name: P:\Rlrotmn01\dwg\Eng\Preliminary\Plan Set\05-06 - GRADING PLAN.dwg Updated By: MParks PROJ. MGR.: DRAWN BY: DATE: SCALE: OF SHEET PROJ. ASSOC.:DATEREVISIONSDRAWN BYTM700 Springer Drive, Lombard, IL 60148 ph:630.691.8500 fx: 630.691.8585 manhard.comCivil Engineers | Surveyors | Water Resource Engineers | Water & Waste Water EngineersConstruction Managers | Environmental Scientists | Landscape Architects | PlannersR+L CARRIERS - OTSEGO6900 QUEENS AVENUE, OTSEGO, MNGRADING PLAN - EAST6 9 November 9, 2021 - 15:14 Dwg Name: P:\Rlrotmn01\dwg\Eng\Preliminary\Plan Set\05-06 - GRADING PLAN.dwg Updated By: MParksN NPROJ. MGR.: DRAWN BY: DATE: SCALE: OF SHEET PROJ. ASSOC.:DATEREVISIONSDRAWN BYTM700 Springer Drive, Lombard, IL 60148 ph:630.691.8500 fx: 630.691.8585 manhard.comCivil Engineers | Surveyors | Water Resource Engineers | Water & Waste Water EngineersConstruction Managers | Environmental Scientists | Landscape Architects | PlannersR+L CARRIERS - OTSEGO6900 QUEENS AVENUE, OTSEGO, MNUTILITY PLAN - WEST7 9 November 9, 2021 - 12:58 Dwg Name: P:\Rlrotmn01\dwg\Eng\Preliminary\Plan Set\07-08 - UTILITY PLAN.dwg Updated By: MParks NPROJ. MGR.: DRAWN BY: DATE: SCALE: OF SHEET PROJ. ASSOC.:DATEREVISIONSDRAWN BYTM700 Springer Drive, Lombard, IL 60148 ph:630.691.8500 fx: 630.691.8585 manhard.comCivil Engineers | Surveyors | Water Resource Engineers | Water & Waste Water EngineersConstruction Managers | Environmental Scientists | Landscape Architects | PlannersR+L CARRIERS - OTSEGO6900 QUEENS AVENUE, OTSEGO, MNUTILITY PLAN - EAST8 9 November 9, 2021 - 12:58 Dwg Name: P:\Rlrotmn01\dwg\Eng\Preliminary\Plan Set\07-08 - UTILITY PLAN.dwg Updated By: MParks N PROJ. MGR.: DRAWN BY: DATE: SCALE: OF SHEET PROJ. ASSOC.:DATEREVISIONSDRAWN BYTM700 Springer Drive, Lombard, IL 60148 ph:630.691.8500 fx: 630.691.8585 manhard.comCivil Engineers | Surveyors | Water Resource Engineers | Water & Waste Water EngineersConstruction Managers | Environmental Scientists | Landscape Architects | PlannersR+L CARRIERS - OTSEGO6900 QUEENS AVENUE, OTSEGO, MNSOIL EROSION AND SEDIMENT CONTROL PLAN9 9 November 9, 2021 - 11:36 Dwg Name: P:\Rlrotmn01\dwg\Eng\Preliminary\Plan Set\09 - SOIL EROSION AND SEDIMENT CONTROL PLAN.dwg Updated By: MParks N PROJ. MGR.: DRAWN BY: DATE: SCALE: SHEET PROJ. ASSOC.:DATEREVISIONSDRAWN BYTMR+L CARRIERS - OTSEGO6900 QUEENS AVENUE, OTSEGO, MNFIRE PROTECTION PLANEX-FP ACCESS ROADACCESS ROADEMPLOYEE LOTEMPLOYEE LOTTRUCK LOTTRUCK LOT0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.10.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.02.5 4.3 7.8 11.6 11.6 9.2 6.3 3.7 1.6 0.4 0.10.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.10.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.8 1.6 3.4 6.1 6.7 5.1 3.8 3.2 1.6 0.5 0.10.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 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WattsLum. LumensLLFDescription16SL1-1SINGLE300431880.910LL-SL1-LG-300WD-50K-60-UNV-G217SL1-22 @ 90 DEGREES300431880.910LL-SL1-LG-300WD-50K-60-UNV-G24SL2-2BACK-BACK150242170.910LL-SL1-MD-2-150W-50K-T5-UNV-G24SL7-1SINGLE300469350.910LL-SL1-LG-300WD-50K-T2-UNV-G23PFG1SINGLE82.29109300.910LL-PGF-50K-80W6WP1SINGLE78.13102310.910AL-WP1-80W-50K-F-UNV-PCCALCULATION SCHEDULELabelCalcTypeUnitsAvgMaxMinAvg/MinMax/MinOVERALL SITEIlluminanceFc1.0733.60.0N.A.N.A.ACCESS ROADIlluminanceFc4.4112.30.144.10123.00EMPLOYEE LOTIlluminanceFc3.038.30.65.0513.83TRUCK LOTIlluminanceFc2.3230.10.0N.A.N.A.SITE LIGHTINGSCALE: 1" = 100'FC READINGS @ 0' AFGIMPORTANTPRESENTATION PLANS ONLY.DO NOT USE FOR CONSTRUCTION.SHEET NO.E101DRAWING DATEREVIEWED BYDRAWN BYR&L CARRIERS-OTSEGOOTSEGO, MN----PRELIM 10-8-21 CSCSREFLECTIONVALUESCEILING:WALLS:FLOOR:RACKING:(IF APPLICABLE).8.5.2.5DISCLAIMERINFORMATION CONTAINED IN THIS DOCUMENT IS FOR REVIEW PURPOSESONLY. REFERENCES, RECOMMENDED PRACTICES, AND INDUSTRYSTANDARDS ARE FOR LIGHT LEVEL & CALCULATION PURPOSES. USE OF THISDOCUMENT FOR FINAL CONSTRUCTION DOCUMENTS IS STRICTLYPROHIBITED. CALCULATIONS ARE BASED OF PARAMETERS PROVIDED TOLINMORE LED LABS ARE INTENDED AS A GUIDE ONLY. ACTUALPERFORMANCE MAY VARY ONCE INSTALLED.COPYRIGHTLINMORE LED LABS, INC. IS THE OWNER OF ALL COPYRIGHT AND ALL OTHERINTELLECTUAL PROPERTY RIGHTS IN THIS DRAWING AND SHALL ONLY BEUSED FOR PURPOSES SET OUT AND APPROVED BY LINMORE LED LABS, INC.ANY ATTEMPT TO COPY OR DISTRIBUTE THIS DOCUMENT, IN WHOLE OR INPART, OR TO USE THIS DOCUMENT WITHOUT THE WRITTEN APPROVAL ORLINMORE LED LABS, INC. IS PROHIBITED. COPYRIGHT © 202110/8/2021 2:32:06 PM, ARCH full bleed D (24.00 x 36.00 Inches) RLR INVESTMENTS LLC, doing business as R+L Carriers (the “Applicant”), is proposing an office, cross-docking terminal building, and maintenance facility (the “Facility”) at 16659 70 th Street NE (the “Site”), covering approximately 33.5 acres. The Site is currently zoned as Agricultural, but future use of the Site is guided as Industrial, according to the City of Otsego’s (the “City”) most recent Future Zoning Map. The Development Application submitted to the City provides more details about the proposed Facility, and demonstrates that the proposed use is consistent with future planning for the area and with current uses across Queens Avenue NE. This area is strategically important to the Applicant’s business, due, in part, to the amenities of the area that make it ideally suited for the Facility, including the site’s proximity to Highway 101, ease of access to highways and interstates, and a deep and talented pool of potential employees to staff the Facility. The Site is accessible with egress and ingress from Queens Avenue NE, via the proposed entrance. When fully operational, the Applicant anticipates approximately 60 semi-truck trips per day. The Facility anticipates operating twenty-four (24) hours a day, seven days a week, depending on customer demand and market conditions. The loading and unloading of the trucks will occur inside the cross-docking terminal building. Applicant anticipates parking spare empty trailers for the operation on site. Applicant does not anticipate leaving trucks running at the Facility. It is anticipated that the Site will provide approximately 80 employee positions to the area. And, if growth of this Facility meets expectations, the Applicant will add approximately 10 additional jobs per year as the Facility expands. These positions provide competitive wages, benefits packages, and training and advancement opportunities. Applicant is a family-owned national logistics management company that has been in business for more than 55 years. Because this area is in transition, Applicant is working with its team and the City to provide screening and noise-abatement options to increase compatibility with surrounding uses. Among the options being considered are large evergreens, strategically-placed structures and fencing, and other measures designed to lessen impacts, if any, to surrounding land uses. Applicant is focused on creating a Facility that is aesthetically pleasing, environmentally sustainable, and that benefits the community. 4880-8372-6594, v. 3