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LEGEND STORM MANHOLECABLE UNDERGROUND LINE ELECTRIC OVERHEAD LINE CATCH BASIN ELECTRIC UNDERGROUND LINE CURB INLETFIBER OPTIC UNDERGROUND LINE NATURAL GAS UNDERGROUND LINE FLARED END SANITARY SEWER PIPE SANITARY MANHOLESTORM SEWER PIPE SOLID WALL STORM SEWER PIPE DRAINTILE HYDRANT TELEPHONE UNDERGROUND LINE GATE VALVE & BOXWATERMAIN PIPE 107 WATER SHUTOFF STRUCTURE DETAIL FORSTRUCTURE DETAIL FOR REMOVE AND DISPOSE OF EXISTING STORM C5.0C5.1 SEWER TO EXISTING MANHOLE & GROUT HOLE. LIGHT POLE CASTING DETAIL FOR CONSTRUCTION DETAIL FOR 116 ALL YARD DRAINS UNLESS C5.0C5.1 UNLESS OTHERWISE NOTED.OTHERWISE NOTED. 8 STRUCTURE DETAIL FOR ALL 2' x 3' CBMH C5.1 2' x 3' CB R-3067 R-3067 RIM=934.85 UTILITY NOTES 2' x 3' CB RIM=934.85 INV=930.85 R-3067 R-3067 INV=930.85 RIM=934.85 RIM=934.85 INV=930.31 INV=931.65 1.It is the responsibility of the contractor to perform or coordinate all necessary utility connections and relocations 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, 69 LF 12" RCP @ electric, site lighting, etc. 0.96% 16 LF 8" 2.All service connections shall be performed in accordance with state and local standard specifications HDPE for construction. Utility connections (sanitary sewer, watermain, and storm sewer) may require a permit from the City. 6" HDPE ROOF DRAIN3.The contractor shall verify the elevations at proposed connections to existing utilities prior to any INV=927.40 6" HDPE demolition or excavation. 625 LF - 4" HDPE INV=930.0 ROOF DRAIN ROOF DRAIN ROOF DRAIN DRAINTILE AT 6" HDPE 6" HDPE 6" HDPE ROOF DRAIN FOOTINGS 4.The contractor shall notify all appropriate engineering departments and utility companies 72 hours R-3067 INV=931.50 INV=931.85 INV=931.75 6" HDPE INV=931.0 ROOF DRAIN RIM=933.57 prior to construction. All necessary precautions shall be made to avoid damage to existing utilities. INV=931.5 6" HDPE INV=929.57 R-2540 W/ GRATE INV=931.00 RIM=934.80 5.Storm sewer requires testing in accordance with Minnesota plumbing code 4715.2820 where located INV=930.19 REFER TO ARCHITECTURAL within 10 feet of waterlines or the building. PLANS FOR EXACT LOCATION OF ROOF DRAINS & DOWN SPOUTS. 6.HDPE storm sewer piping and fittings must meet materials and installation standards per Minnesota INV=928.55 plumbing code 4715.0420.6C(4) and 4715.0540.C including ASTM D3212 joint pressure test and ROOF DRAIN ASTM C2321 installation practices. STORM INV=930.08 6" HDPE SAN INV=928.42 INV=931.50 INSULATE BETWEEN PIPES 7.All RCP pipe shown on the plans shall be MN/DOT class 3. ROOF DRAIN ROOF DRAIN 6" HDPE 8. 6" HDPE INV=931.50 INV=931.00 ROOF DRAIN 6" HDPE INV=931.00 9. 48" insulation (MN/DOT 3760) with a thermal resistance of at least 5 and a compressive strength of at RIM=933.98 DRAINTILE CONNECTION INV=928.69 E 100 LF - 8" SDR 35 @DRAINTILE CONNECTION TO ROOF TO ROOF DRAIN LEAD INV=927.22 N, W 0.45%DRAIN LEADINV=931.0 INV=931.0 R-3067 10.All watermain piping shall be class 52 ductile iron pipe unless noted otherwise. RIM=931.90 75 LF 15" RCP @ INV=923.71 0.96% 11.See Project Specifications for bedding requirements. GRATE R-2540 W/ GRATE 88 LF 18" RCP @ R-2540 W/ GRATE RIM=933.98 RIM=933.98 0.93% RIM=933.98 INV=929.00 RDINV=929.0 RD 12.Pressure test and disinfect all new watermains in accordance with state and local requirements. INV=927.29 INV=926.40 INV=928.08 SUMP=925.29 SUMP=924.40 13.Sanitary sewer piping shall be PVC, SDR-35 for depths less than 12', PVC SDR-26 for depths 62 LF 15" RCP @ 84 LF 12" RCP @ 2.24% between 12' and 26', and class 52 D.I.P. for depths of 26' or more. 0.93% R-2540 W/ GRATE RIM=934.66 14.Contractor shall finish grades around all existing and proposed gate valves to allow for exposed INV=929.47 access and finish grades around existing Hydrants shall be at bury line. TEE RIM=934.984 LF 15" HDPE @ 1.0% RIM=935.10 TEE INV=927.64 E,W INV=924.11 N,S 63 LF 15" RCP @ 0.75% 24" INSPECTION PORTS 24" MANIFOLD R-2540 W/ SOLID LID 441 LF 8" DRAINTILE @ RIM=934.80 0.00% INV=924.66 INV=926.81 N 15" HDPE INV=924.66 N 8" D.T. 4 x 211 LF PERFORATED PIPES @ 0.00% INV=924.56 S INV=926.24 INV=928.02 W 2' x 3' CB WEIR WALL SEE DETAIL R-3067-C I hereby certify that this plan, RIM=930.90 INV=928.00 specifications or report was prepared by me or under my direct supervision and that I am a duly licensed 9 Professional Engineer under the laws C5.1 of the state of Minnesota. Michael A Murphy, P.E. Date: Reg. No.:05.17.1342808 Rev.DateDescription 105.17.13Bldg. Permit Submittal 205.28.13City Submittal 306.05.13Bid Package #1 12136036.000 Project #: Drawn By:SJM / CKJ Checked By: ZRE / MAM Issue Date: 05.15.13 Sheet Title: UTILITY PLAN Sheet: NORTH C4 0 102040 Sheet:7ofof10 M:\Projects\Projects - 2013\12136036- Lexington Station\C. Design\Drawing Files\12136036 C4 - Utility.dwg ALL EXISTING ITEMS AND CONDITIONS SHOULD BE VERIFIED BY THE CONTRACTOR BEFORE CONSTRUCTION