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GRADE DROP LID <br />TOP <br />BOTTOM <br />EXTENSION <br />BASE <br />CAP TO BE SET 12" <br />BELOW GRADE. <br />BOX TO BE SET WITH <br />12" OF ADJUSTMENT. <br />RESILIANT WEDGE VALVE <br />CONFORMING TO AWWA <br />C-509-80 STANDARDS <br />GATE VALVE, <br />BOX SCREW TYPE THREE PIECE, <br />514" SHAFT SIZE G BOX, <br />7'6" EXTENDED, <br />#6 STANDARD BASE <br />GATE VALVE ADAPTOR <br />ALL GATE VALVES SHALL <br />BE IN ACCORDANCE WITH <br />CITY OF <br />STANDARDS <br />GATE VALVE <br />ADAPTER <br />1-1/2" WASHED ROCK <br />(INCIDENTAL) <br />MEGALUG <br />CONC BLOCKING <br />WATERMAIN PIPE BEDDING <br />(SEE DETAIL) <br />NOTES: <br />INSTALL TOP NUT EXTENDER TO 7' DEPTH ON ALL VALVES WITH OVER-DEPTH <br />TYPICAL <br />GATE VALVE & BOX INSTALLATION <br />NTS WM200 <br />ELK RIVER <br />2'A <br />A <br />EXTEND AS NECESSARY TO <br />INSULATE PIPE WITH LESS THAN <br />6' BURY DEPTH <br />BUILDING <br />W <br />2'4" POLYSTYRENE <br />INSULATION <br />(35PSI MIN) <br />2" POLYSTYRENE INSULATION <br />(35PSI MIN) <br />TYPICAL DIMENSIONS <br />PIPE DEPTH W <br />2'12' <br />3'10' <br />4'8' <br />5'6' <br />6'4' <br />7'2' <br />WATER PIPE INSULATION <br />NTS WM400 <br />WATERMAIN PIPE <br />GRANULAR BEDDING <br />COMPACTED <br />BACKFILL <br />12"OD6"OD+24" MAX <br />NOTE: <br />GRANULAR BEDDING AND ENCASEMENT FOR WATERMAIN PIPES SHALL BE <br />INCIDENTAL TO CONSTRUCTION <br />PIPE BEDDING <br />WATER MAIN <br />NTS WM300 <br />BRADFORD PARK <br />DEVELOPMENT <br />(PHASE 2) <br />LENNAR HOMES <br />LIC. NO.DATE <br />PROFESSIONAL ENGINEER UNDER THE LAWS OF THE <br />STATE OF MINNESOTA. <br />I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR <br />REPORT WAS PREPARED BY ME OR UNDER MY DIRECT <br />SUPERVISION AND THAT I AM A DULY LICENSED <br />JERREMY D. FOSS <br />xxxx-xx-xx 55871 <br />NOTE: <br />THE CLARITY OF THESE PLANS DEPEND <br />UPON COLOR COPIES. IF THIS TEXT DOES <br />NOT APPEAR IN COLOR, THIS IS NOT AN <br />ORIGINAL PLAN SET AND MAY RESULT IN <br />MISINTERPRETATION. <br />26553 - 3 DETAILS (P2) <br />DATE <br />REVISION SCHEDULE <br />DESCRIPTION BY <br />SHEET <br />TITLE <br />PROJECT <br />WITHOUT PRIOR WRITTEN CONSENT. <br />INC. AND MAY NOT BE USED, COPIED OR DUPLICATED <br />THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, <br />PROJECT NO. <br />FILE NAME <br />DESIGNED BY <br />ORIGINAL ISSUE DATE <br />DRAWN BY <br />CLIENT PROJECT NO. <br />REVIEWED BY <br />DWG LOCATION: S:\PROJECTS\26000 PROJ\26500-26599\26553 FOSTER PROPERTY-ELK RIVER MN\26553 CIVIL-SURVEY\CIVIL PRODUCTION DRAWINGS\PHASE 2\26553 - 3 DETAILS (P2).DWG SAVED BY: TODD.KIRK 115OF <br />12 <br />- <br />2024-08-26 <br />22-26553 <br />12 WATER DETAILS <br /> 300 26553 12 <br />ELK RIVER MINNESOTA <br />WATER DETAILS <br />TTK <br />TTK <br />JDF <br />Page 164 of 294