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WBL TRANSPORTATION FACILITYFFE: 935.00 (ARCH: 100'-0")WBL TRANSPORTATION FACILITYFFE: 935.00 (ARCH: 100'-0")SAN-1RIM: 934.48INV (SE): 928.02INV (W): 926.0245° BEND6" HYDRANT6" GV W/ BOX8" X 6" TEE8" DIP WM192 LF 6" PVC (SCH. 40) @ 2.28%85 LF 12" RCP @ 0.5%FES-1INV: 928.00RAIN GUARDIAN-1RIM: 930.30INV: 929.30RAIN GUARDIAN-2RIM: 933.16INV: 932.16STMH-2(NEENAH R-1642)RIM: 934.60INV: 928.37SUMP: 925.3773 LF 12" PVC(SCH. 40) @ 0.5%RAIN GUARDIAN-3&4RIM: 930.00INV: 929.00FES-2INV: 929.95FES-3INV: 928.00112 LF 15" RCP @ 0.5%130 LF 18" RCP @ 0.5%CB-3 (NEENAH R-3067)RIM: 932.77INV: 928.42SUMP: 925.4284 LF 12" RCP @ 0.5%32 LF 12"RCP @ 0.6%FES-6INV: 929.00CB-4 (NEENAH R-2501)RIM: 933.00INV: 928.65SUMP: 925.65CB-6 (NEENAH R-2501)RIM: 933.00INV: 928.73SUMP: 925.73CB-5 (NEENAH R-2501)RIM: 933.00INV: 929.21CB-7 (NEENAH R-2501)RIM: 933.00INV: 929.29CB-8 (NEENAH R-3501-TB)RIM: 933.04INV: 929.19SUMP: 926.198" DI <br />P <br />W <br />M <br />8" DIP WM8" DIP WM8" DIP WM45° BEND45° BENDCOORD W/ MECH.INV 928.92COORD. W/ MECH.INV: 927.006" DOM W/ GV45° BEND6" HYDRANT6" GV W/ BOX8" X 6" TEE6" HYDRANT6" GV W/ BOX8" X 6" TEEWET-TAPEX WM45° BEND45° BEND8" X 8" TEEFES-4INV: 928.00COORD W/ MECH.INV 930.75FES-5INV: 928.00112 LF 15" RCP @ 0.5%FES-7RIM: 929.60STMH-10(NEENAH R-1642)RIM: 929.50INV (E): 925.00INV (N/S): 924.56*78 LF 12" RCP @ 5.90%8" DIP WM80 LF 10" PVC(SCH. 40) @ 1.0%CONNECT TO EXISTSANITARY SEWER:INSTALL CLEAN-OUTINV: 921.65 ± (VERIFY)CB-1 (NEENAH R-3067)RIM: 932.92INV: 928.7945 LF 6" PVC (SCH.40) @ 2.00%8" GV/ BOX8" GV/ BOX8" GV/ BOX146 LF 18" RCP @ 0.5%8" X 6" TEENEW FRAME AND COVER(NEENAH R-3067-C)RIM: 927.17NEW FRAMEAND COVER(NEENAH R-1642)RIM: 930.106" GV/ BOX1C6021C6024C6013C6013C6013C6013C6013C6013C6013C6013C6013C60112C60112C60112C6012C6015C6012C6012C6012C6012C6012C6012C6013C6024C6023C6023C6024C6024C6024C6023524 Labore RoadWhite Bear Lake, MN 55110651.481.9120 (f) 651.481.9201www.larsonengr.comC 2020 Larson Engineering, Inc. All rights reserved.P:\Projects\Projects - 2019\12196171 - WBL School New Bus Facility\C. Design\Drawing Files\Archive Files\2020.09.29 - Before Stormwater Revisions\12196171 - C400 Utility Plan.dwg3524 Labore RoadWhite Bear Lake, MN 55110651.481.9120 (f) 651.481.9201www.larsonengr.comLarsonEngineering, Inc.0NORTH153060MNNorthCheck:Drawn:Date:Comm:Greg A. Buchal, P.E.Date: Lic. No.:I 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.FEDCBA12345678INDEPENDENT SCHOOLDISTRICT #624WBLTRANSPORTATIONFACILITY4855 Bloom AvenueWhite Bear Lake, MN 5511013411 Fenway Blvd NHugo, MN 55038GABMTH08.14.202012196171RevisionsDescriptionDateNum08.14.2023793Addendum 1August 26, 20201Addendum 2September 1, 20202City CommentsSeptember 30, 20203CABLE 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 PIPELEGENDUTILITY NOTESC400UTILITYPLAN1.It is the responsibility of the contractor to perform or coordinate all necessary utility connectionsand relocations from existing utility locations to the proposed building, as well as to all onsiteamenities. 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 72hours prior to construction. All necessary precautions shall be made to avoid damage to existingutilities.5.Storm sewer requires testing in accordance with Minnesota plumbing code 4714.1109 wherelocated within 10 feet of waterlines or the building.6.HDPE storm sewer piping shall meet ASTM F2306 and fittings shall meet ASTM D3212 jointpressure test. Installation shall meet ASTM C2321.7.All RCP pipe shown on the plans shall be MN/DOT class 3.8.All PVC Schedule 40 pipe shall meet ASTM D2665 standards. The solvent welded joints shalluse ASTM F656 purple primer and ASTM D2564 cement.9.Maintain a minimum of 7 ½' of cover over all water lines and sanitary sewer lines. Where 7 ½' ofcover is not provided, install 2” rigid polystyrene insulation (MN/DOT 3760) with a thermalresistance of at least 5 and a compressive strength of at least 25 psi. Insulation shall be 8' wide,centered over pipe with 6” sand cushion between pipe and insulation. Where depth is less than5', use 4” of insulation. Insulation shall be installed on all watermain and storm crossings.10.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 sideof the crossing.11.All watermain piping shall be class 52 ductile iron pipe unless noted otherwise.12.See Project Specifications for bedding requirements.13.Pressure test and disinfect all new watermains in accordance with state and local requirements.14.Sanitary sewer piping shall be PVC, SCH-40 for depths less than 12', PVC SDR-26 for depthsbetween 12' and 26', and class 52 D.I.P. for depths of 26' or more, unless otherwise noted.15.Contractor to install water service into building and extend 12" above finished floor and cap pipewith blind flange - see mechanical.4" INSULATION, SEE UTILITY NOTE 92" INSULATION, SEE UTILITY NOTE 9