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E _ <br />IN cs 2222 SAN S Top-9 %2 o �c ° CB-7 (NEENAH R-2501) X <br />TOP_ INv-92s.1 RIM: 933.00 <br />24" INV 92433 IN 924.8 NW X_ ° INV: 929.29 3 <br />CP <br />X <br />N, SW <br />E / S � � RCP ST � _ o C601 <br />_ S X O C� ce SAN p (PJ o X <br />Tol� <br />_ X _ O <br />WV_g25 s _ _ <br />INV-924 NE <br />5 W X _ X <br />SAN 932.9 _ XO <br />925 0 \?¢",PCP X _ <br />s SAN STS � � ° <br />TOP=931.7 \ _X _ O <br />INV=922.0 <br />i <br />F <br />X <br />X <br />CB _ X X X X X <br />TOP=932.0 _ <br />INV=925.65 SE,NW / <br />� 'PCP- <br />S <br />LEGEND <br />CTV <br />CABLE UNDERGROUND LINE <br />OE <br />ELECTRIC OVERHEAD LINE <br />UE <br />ELECTRIC UNDERGROUND LINE <br />FO <br />FIBER OPTIC UNDERGROUND LINE <br />GAS GAS <br />NATURAL GAS UNDERGROUND LINE <br />> > <br />SANITARY SEWER PIPE <br />» <br />STORM SEWER PIPE <br />T T <br />TELEPHONE UNDERGROUND LINE <br />-1-1-1 <br />WATERMAIN PIPE <br />» DT <br />DRAINTILE PIPE <br />O <br />STORM MANHOLE <br />O <br />CATCH BASIN <br />❑ <br />CURB INLET <br />An <br />FLARED END <br />O <br />SANITARY MANHOLE <br />HYDRANT <br />H <br />GATE VALVE & BOX <br />® <br />WATER SHUTOFF <br />LIGHT POLE <br />4" INSULATION, SEE UTILITY NOTE 9 <br />2" INSULATION, SEE UTILITY NOTE 9 <br />UTILITY NOTES <br />1. It is the responsibility of the contractor to perform or coordinate all necessary utility connections <br />and relocations from existing utility locations to the proposed building, as well as to all onsite <br />amenities. These connections include but are not limited to water, sanitary sewer, cable TV, <br />telephone, gas, electric, site lighting, etc. <br />2. All service connections shall be performed in accordance with state and local standard <br />specifications for construction. Utility connections (sanitary sewer, watermain, and storm sewer) <br />may require a permit from the City. <br />3. The contractor shall verify the elevations at proposed connections to existing utilities prior to any <br />demolition or excavation. <br />4. The contractor shall notify all appropriate engineering departments and utility companies 72 <br />hours prior to construction. All necessary precautions shall be made to avoid damage to existing <br />utilities. <br />5. Storm sewer requires testing in accordance with Minnesota plumbing code 4714.1109 where <br />located within 10 feet of waterlines or the building. <br />6. HDPE storm sewer piping shall meet ASTM F2306 and fittings shall meet ASTM D3212 joint <br />pressure test. Installation shall meet ASTM C2321. <br />7. All RCP pipe shown on the plans shall be MN/DOT class 3. <br />8. All PVC Schedule 40 pipe shall meet ASTM D2665 standards. The solvent welded joints shall <br />use ASTM F656 purple primer and ASTM D2564 cement. <br />9. Maintain a minimum of 7'/2 of cover over all water lines and sanitary sewer lines. Where 7'/2 of <br />cover is not provided, install 2" rigid polystyrene insulation (MN/DOT 3760) with a thermal <br />resistance of at least 5 and a compressive strength of at least 25 psi. Insulation shall be 8' wide, <br />centered over pipe with 6" sand cushion between pipe and insulation. Where depth is less than <br />5', use 4" of insulation. Insulation shall be installed on all watermain and storm crossings. <br />10. Install water lines 12" above sewers. Where the sewer is less than 12" below the water line (or <br />above), install sewer piping of materials approved for inside building use for 10 feet on each side <br />of the crossing. <br />11. All watermain piping shall be class 52 ductile iron pipe unless noted otherwise. <br />12. See Project Specifications for bedding requirements. <br />13. Pressure test and disinfect all new watermains in accordance with state and local requirements. <br />14. Sanitary sewer piping shall be PVC, SCH-40 for depths less than 12', PVC SDR-26 for depths <br />between 12' and 26', and class 52 D.I.P. for depths of 26' or more, unless otherwise noted. <br />15. Contractor to install water service into building and extend 12" above finished floor and cap pipe <br />with blind flange - see mechanical. <br />NORTH <br />0 15 30 60 <br />WBL <br />TRANSPORTATION <br />FACILITY <br />13411 Fenway Blvd N <br />Hugo, MN 55038 <br />INDEPENDENT SCHOOL <br />DISTRICT #624 <br />4855 Bloom Avenue <br />White Bear Lake, MN 55110 <br />WOLD ARCHITECTS <br />AND ENGINEERS <br />332 Minnesota Street, Suite W2000 <br />Saint Paul, MN 55101 <br />woldae.com 1 651 227 7773 <br />Larson <br />Engineering, Inc. <br />3524 Labore Road <br />White Bear Lake, MN 55110 <br />651.481.9120 (f) 651.481.9201 <br />www.larsonengr.com <br />© 2020 Larson Engineering, Inc. All rights reserved. <br />I hereby certify that this plan, specifications or report <br />was prepared by me or under my direct supervision <br />and that I am a duly licensed Professional Engineer <br />under the laws of the state of Minnesota. <br />Greg A. Buchal, P.E. <br />Date: 08.14.20 Lic. No.: 23793 <br />Revisions <br />Description <br />Date <br />Num <br />Addendum 1 <br />August 26, 2020 <br />1 <br />Addendum 2 <br />September 1, 2020 <br />2 <br />City Comments <br />September 30, 2020 <br />3 <br />Comm: 12196171 <br />Date: 08.14.2020 <br />Drawn: MTH <br />Check: GAB North <br />UTILITY <br />PLAN <br />0 <br />C400 <br />