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KELLER AVENUE NORTH10158 122ND STREET NORTH122ND STREET NORTHCOVEREDWELL ACCESSSHEDTRASHENCLOSURE(FORMERLY KNOWN AS TOWNSHIP ROAD NO. 13)(FORMERLY KNOWN AS COUNTY ROAD NO. 6)WRIP-RAP9"SPRUCE15"SPRUCE15"SPRUCE6"BOX ELDER15"SPRUCE12"SPRUCE12"SPRUCE12"SPRUCE12"SPRUCE15"SPRUCE12"SPRUCE12"SPRUCE15"OAK12"MAPLE6"LOCUST12"BASSWOOD6"MAPLE12"ASH9"LOCUST18"MAPLEI.E=981.14 (N)15-INCH R.C.P.R.E.= 987.48I.E.= 981.6(N)I.E.= 981.7(S)ICE IN INVERTR.E.= 987.39I.E.= 981.7(N)I.E.= 981.8(S)R.E.= 987.54I.E.= 982.9(E)R.E.= 987.52I.E.= 982.7(E)I.E.= 983.0(NW)R.E.= 987.28I.E.= 982.0(N)I.E.= 981.8(S)I.E.= 982.5(W)R.E.= 987.49I.E.= 982.3(NW)I.E.= 982.2(SE)I.E.= 982.6(W)R.E.= 987.49I.E.= 982.9(E)I.E.= 983.1(SW)I.E.= 983.2(NW)R.E.= 987.54I.E.= 982.3(SE)I.E.= 983.4(SW)12-INCH PVC12-INCH PVC12-INCH PVC12-INCH PVC12-INCH PVC12-INCH PVC12-INCH PVC12-INCH PVC12-INCH PVC12-INCH R.C.P.15" CMP15" CMP24" CMP12" CMPBORING 3BORING 2BORING 1BORING 4CB-1 (BEEHIVE)RIM = 985.61INV = 982.95110 LF 8" HDPE @ 1.0%CONNECT TOEXISTING CBINV = 981.8*3524 Labore RoadWhite Bear Lake, MN 55110651.481.9120 (f) 651.481.9201www.larsonengr.comC 2022 Larson Engineering, Inc. All rights reserved.P:\Projects\Projects - 2022\12226016 - Liberty Classical Acad Hugo - Pope\C. Design\Drawing Files\12226016 C400.dwgLarsonEngineering, Inc.Eric G. Meyer, P.E.Date: Lic. No.:03.22.2244592I hereby certify that this plan, specifications or reportwas prepared by me or under my direct supervisionand that I am a duly licensed Professional Engineerunder the laws of the state of Minnesota.0NORTH102040Issues and Revisions:Commission No:Drawn by:Checked by:SHEET1295 BANDANA BLVD N, SUITE 200ST. PAUL, MN 55108-2735(651) 642-9200 | FAX (651) 642-1101www.popearch.comPOPE ARCHITECTS, INC.EGMKBK12226016LIBERTY CLASSICALACADEMY PHASE 110158 122nd ST N,HUGO, MN 55038BP2 - Permit Set3-22-22BCWD Comments4-11-22CABLE UNDERGROUND LINEFIBER OPTIC UNDERGROUND LINEELECTRIC UNDERGROUND LINEELECTRIC OVERHEAD LINETELEPHONE UNDERGROUND LINESTORM SEWER PIPESANITARY SEWER PIPENATURAL GAS UNDERGROUND LINEWATERMAIN PIPELIGHT POLESTORM MANHOLEFLARED ENDCURB INLETCATCH BASINWATER SHUTOFFGATE VALVE & BOXHYDRANTSANITARY MANHOLEDRAINTILE PIPEUTILITY NOTES1.It is the responsibility of the contractor to perform or coordinate all necessary utility connections andrelocations from existing utility locations to the proposed building, as well as to all onsite amenities.These connections include but are not limited to water, sanitary sewer, cable TV, telephone, gas,electric, site lighting, etc.2.All service connections shall be performed in accordance with state and local standardspecifications for construction. Utility connections (sanitary sewer, watermain, and storm sewer)may require a permit from the City.3.The contractor shall verify the elevations at proposed connections to existing utilities prior to anydemolition or excavation.4.The contractor shall notify all appropriate engineering departments and utility companies 72 hoursprior to construction. All necessary precautions shall be made to avoid damage to existing utilities.5.Storm sewer requires testing in accordance with Minnesota plumbing code 4714.1109 wherelocated within 10 feet of waterlines or the building.6.Maintain a minimum of 7 ½' of cover over all water lines. Where 7 ½' of cover is not provided, install2” rigid polystyrene insulation (MN/DOT 3760) with a thermal resistance of at least 5 and acompressive strength of at least 25 psi. Insulation shall be 8' wide, centered over pipe with 6” sandcushion between pipe and insulation. Where depth is less than 5', use 4” of insulation.7.Install water lines 12” above sewers. Where the sewer is less than 12" below the water line (orabove), install sewer piping of materials approved for inside building use for 10 feet on each side ofthe crossing.8.See Project Specifications for bedding requirements.SYMBOL LEGENDUTILITYPLANC400