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3 636 <br />BL 5 <br />1 2 3 4 <br />BL 4 <br />1 2 3 4 5 6 EX OUTLOT HST>>>>>>>>>>>>>>>>>>>>> <br />>>>>>>>S >>>>>>>>>||||||||||||||SS>>>>>>>>>>>>>>||||||||||||||||||||||8" C900 PVC <br />SAN MH-4 SAN MH-18" PVC 8" PVC||||>| <br />>||||>>|>>>>||>>>>||>>|>>14+0010+00 11+00 12+00 13+0014+0015+2015+0015+2015+00W-14 <br />W-13 <br />W-32 <br />W-18 W-19 <br />9+50 10+00 <br />CS-12 <br />CS-13 CS-17CS-16CS-15CS-14 8" C900 PVC||||53+0053+60HYD-2 <br />| <br />|||||||8" C900 PVCBL-STREET 4 <br />895 <br />900 <br />905 <br />910 <br />915 <br />920 <br />925 <br />909.08904.910+00 908.77904.610+50 908.45904.011+00 908.14903.411+50 907.74903.112+00 907.34904.312+50 907.11905.113+00 <br />BL-STREET 4-W. EXT. <br />895 <br />900 <br />905 <br />910 <br />915 <br />920 <br />925 <br />8" C900 PVC WMN <br />SAN MH-4RIM: 908.99STA 10+12.86, 1.50' LTYPE: 48" DIA.INV: 895.69 (N)INV: 895.59 (E)-137' - 8" PVC SDR-35 SSWR @ 0.40% <br />SAN MH-1RIM: 908.13STA 11+49.88, 1.50' LTYPE: 48" DIA.INV: 895.04 (W)INV: 895.04 (N)INV: 894.94 (E)-34' - 8" PVC SDR-35 SSWR @ 0.40% <br />7.5' MIN. COVER <br />REMOVE PLUG AND CONNECT <br />TO EXISTING WATERMAIN. <br />INSTALL 8" GATE VALVE.905.69+50 904.910+00 <br />24" CL III RCP <br />INV: 894.72 <br />5.1'12>>D8" DIP>>>>>>>>S>|||| <br />| <br />>>10+0015+20 15+00 9+5010+00|||53+00 53+60 <br />W-17 <br />W-16 <br />W-15|||||||TRAIL-DESOTO 2ND ADD. <br />890 <br />895 <br />900 <br />905 <br />910 <br />915 <br />920 <br />890 <br />895 <br />900 <br />905 <br />910 <br />915 <br />920 <br />903.42903.352+85 903.69903.753+00 905.253+5053+60 <br />K:\019789-000\Cad\Plan\2ND ADDITION\019789-000-C-UTIL-PLAN-2ND.dwg 2/6/2023 4:56:39 PMCU-101 <br />AS SHOWN KWH <br />PTHNDK <br />N <br />SCALE IN FEET <br />0 <br />H: <br />20 40 <br />SCALE IN FEET <br />0 <br />V: <br />5 10 <br />STREET 4 <br />SCALE: <br />PLAN BY: <br />DESIGN BY: <br />CHECK BY: <br />SHEET <br />WSB PROJECT NO.I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION,OR REPORT WAS PREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEER UNDER THELAWS OF THE STATE OF MINNESOTA.LIC. NO:DATE:REVISIONSNO.DATEDESCRIPTIONPIONEER COMMONS - 2ND ADDITIONLENNAR HOMES - LITTLE CANADA, MINNESOTA019789-000 KYLE W. HOFF5970902/06/2023MATCHLINE STA - 14+00 - STREET F <br />SEE SHEET - CU-104 <br />STREET FSTREET EMATCHLINE STA - 14+00 - STREET E <br />SEE SHEET - CU-103 <br />STREET GFIRST ADDITIONLEGEND <br />>> <br />|| <br />> <br />PROPERTY LINE <br />EXISTING RIGHT-OF-WAY LINE <br />EXISTING WATERMAIN <br />EXISTING HYDRANT W/ VALVE <br />EXISTING SANITARY SEWER PIPE <br />EXISTING SANITARY STRUCTURE <br />EXISTING STORM SEWER PIPE <br />EXISTING STORM STRUCTURE <br />EXISTING CURB AND GUTTER <br />EXISTING ADJACENT LOT <br />PROPOSED WATERMAIN <br />PROPOSED HYDRANT W/ VALVE <br />PROPOSED WATER FITTINGS <br />PROPOSED SANITARY SEWER MAIN <br />PROPOSED SANITARY STRUCTURE <br />PROPOSED STORM SEWER PIPE <br />PROPOSED DRAINAGE STRUCTURE <br />PROPOSED OUTLOT LINES <br />PROPOSED LOT LINES <br />PROPOSED CURB AND GUTTER <br />PROPOSED BITUMINOUS PAVEMENT <br />PROPOSED CONCRETE SIDEWALK <br />ST <br />>> <br />S <br />S <br />> <br />|| <br />| <br />NOTES <br />1.CONTRACTOR TO INSTALL TRACER WIRE ON ALL PLASTIC <br />WATERMAIN AND SERVICES, IN ACCORDANCE WITH MRWA <br />SPECIFICATIONS. <br />2.CONTRACTOR TO MAINTAIN 18" VERTICAL SEPARATION <br />BETWEEN WATERMAIN/ WATER SERVICES AND SANITARY/ <br />STORM SEWERS AND SANITARY SERVICES. <br />3.WATERMAIN OR WATER SERVICES CROSSING STORM <br />SEWER WITH LESS THAN 3' FEET OF VERTICAL <br />SEPARATION TO INCLUDE MIN. 2" THICK POLYSTYRENE <br />INSULATION. INSULATION TO BE MIN. 4 FEET WIDE AND 5 <br />FEET LONG AND PLACED LONGITUDINALLY IN THE <br />DIRECTION OF THE WATERMAIN OR WATER SERVICE. <br />INSTALL 4" THICK (OR 2" THICK X 2), 4' X 8' POLYSTYRENE <br />INSULATION WHERE WATERMAIN COVER IS LESS THAN 7.5'. <br />INSULATION TO BE PLACED 8' WIDE ALONG WATERMAIN. <br />INSTALL 2" THICK, 4' <br />X 8' POLYSTYRENE <br />INSULATION ABOVE <br />STORM CROSSING NDESOTO ROW TRAIL <br />STREET ESTREET 4REMOVE 8"X8" BEND AND CONNECT <br />TO EXISTING WATERMAIN WITH NEW <br />8"X8" TEE. CONTRACTOR TO VERIFY <br />LOCATION AND ELEVATION. <br />STREET UTILITY <br />PLAN AND <br />PROFILE <br />WATER MAIN OFFSET. SEE <br />DETAIL WAT-4 ON SHEET CS-503