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NEW BUILDING ADDITIONFFE = 900.50SANITARY SERVICECOORD. W/ MECH.INV = 894.50ROOF DRAIN, 10" PVCCOORD. W/ MECH.INV = 895.5067 LF 21" RCP @ 2.58%23 LF 10" PVC PIPE @ 1.10%CBMH 1RIM = 896.80INV = 889.60*CBMH 2RIM = 897.40INV = 894.66 (NW)INV = 891.33* (SW, NE)STMH 1RIM = 898.50INV = 895.25100 LF 4" PVC PIPE @ 1.0%48 LF 4" PVC PIPE @ 1.0%100 LF 4" PVC PIPE @ 1.0%SAN. MHRIM = 899.10INV = 892.00*COCOCO2 LF 4" PVC PIPE @ 1.0%53 LF 10" PVC PIPE @ 1.10%INV = 900.00VERIFY EXISTING WATERMAINLOCATION AND NOTIFY THEENGINEER IMMEDIATELY OFANY CONFLICTS.C513C514C510C510C510C512C513C515C513NEW BUILDING ADDITIONFFE = 900.50VERIFY EXISTING WATERMAINLOCATION AND NOTIFY THEENGINEER IMMEDIATELY OFANY CONFLICTS.C513C514C510C510C510C512C513C515C5133524 Labore RoadWhite Bear Lake, MN 55110651.481.9120 (f) 651.481.9201www.larsonengr.comC 2015 Larson Engineering, Inc. All rights reserved.P:\Projects\Projects - 2015\12156103- Rice Lake Elementary\C. Design\Drawing Files\12156103 - C4 - Utility.dwg3524 Labore RoadWhite Bear Lake, MN 55110651.481.9120 (f) 651.481.9201www.larsonengr.comLarsonEngineering, Inc.0NORTH102040DRAWING NUMBERCPROJECT #12156103DATE11-2-2015DRAWING TITLEDateRevision DescriptionJANMJWCHECKED BYNABCDRLESDRAWINGSCONSTRUCTIONESTORM SEWER PIPESANITARY SEWER PIPESTORM MANHOLECURB INLETSANITARY CLEANOUTLEGENDUTILITY 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 4715.2820 wherelocated within 10 feet of waterlines or the building.6.All RCP pipe shown on the plans shall be MN/DOT class 3.7.0DLQWDLQDPLQLPXPRIò<br />RIFRYHURYHUDOOZDWHUOLQHVDQGVDQLWDU\VHZHUOLQHV,QVWDOOZDWHUOLQHV´DERYHVDQLWDU\VHZHUVZKHUHWKHVDQLWDU\VHZHUFURVVHVRYHUWKHZDWHUOLQHLQVWDOOVHZHUSLSLQJRIPDWHULDOVHTXDOWRZDWHUPDLQVWDQGDUGVIRUIHHWRQERWKVLGHVDQGPDLQWDLQ´RIseparation.8.:KHUHò<br />RIFRYHULVQRWSURYLGHGRYHUVDQLWDU\VHZHUDQGZDWHUOLQHVLQVWDOO´ULJLGSRO\VW\UHQHinsulation (MN/DOT 3760) with a thermal resistance of at least 5 and a compressive strength of atOHDVWSVL,QVXODWLRQVKDOOEH<br />ZLGHFHQWHUHGRYHUSLSHZLWK´VDQGFXVKLRQEHWZHHQSLSHDQGLQVXODWLRQ:KHUHGHSWKLVOHVVWKDQ<br />XVH´RILQVXODWLRQ9.See Project Specifications for bedding requirements.10.Sanitary sewer piping shall be PVC, SDR-35 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.UTILITY PLANC4NOT TO SCALELOCATION PLANNORTHSEE LOCATIONPLAN1