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0 <br />N <br />Q <br />d <br />0 <br />w <br />z <br />UU <br />Q <br />0 <br />U <br />0 <br />FINISHED GRADE <br />SLOPE WALLS TO I_ <br />ANGLE REPOSE <br />SUITABLE ON SITE SOILS, MAX. 12" <br />LOOSE LIFT OR PER SPECIFICATIONS. <br />COMPACTED PER SPECIFICATIONS. <br />111111-1 1-1 1-1 1-1 <br />1 F1 <br />L- <br />12" OR TO <br />UNDISTURBED SOIL <br />O.D. <br />OF <br />PIPE (IIII SLOPE PER O.S.H.A. <br />(IIII STANDARDS <br />12" MIN. -111 II <br />illll (III <br />11= <br />GRANULAR BEDDING AND IIII IIII <br />ENCASEMENT MATERIAL AS -III II <br />SPECIFIED PIPE IIII <br />(IIII IIII <br />1=1 <br />III-IIII <br />6"1=1 I= <br />i�l i =i i i i i i=i I I=I I I=II III -III =III=111=111=IIII T <br />TRACER WIRE AS SPECIFIED. <br />BRING WIRE TO SURFACE AT UNDISTURBED SOIL OR COMPACTED TO <br />EACH VALVE OR HYDRANT 0.6 100% STANDARD PROCTOR DENSITY <br />0. D. <br />NOTES: <br />1. BACKFILL SHALL BE COMPACTED TO AT LEAST 95% STANDARD PROCTOR DENSITY IN LANDSCAPED AREAS, <br />100% IN PAVED AREAS OR WITHIN 5 FT. OF STRUCTURE <br />4001PVC PIPE BEDDING <br />BEDDING <br />NOT TO SCALE <br />FINISHED GRADE <br />j D1 <br />;III- <br />EXISTING/PROPOSED STORM SEWER PIPE <br />COMPACTED GRANULAR A 0 A PLAN VIEW <br />PLACE 2" THICK SOIL BETWEEN INSULATION <br />POLYSTYRENE INSULATION12» AND PIPE <br />PER MNDOT 3760, CENTERED <br />ON STORM PIPE 48" WIDE <br />STAINLESS STEEL TAPPING SLEEVE <br />RCP / <br />PIPE \ <br />PROVIDE COPPER CONDUCTIVITY <br />WATERMAIN j STRAP TO BYPASS TAPPING <br />\ SLEEVE. MINIMUM 16" X 4" WIDE <br />FLAT COPPER STRIP. <br />24" MIN. <br />RESILIENT WEDGE VALVE <br />CONFORMING TO AWWA <br />6" C-509-80 STANDARDS <br />FINSTALL45'TH \ O <br />MEGALUGS SECTION. A -A <br />LOWERED WATER PIPE <br />NOTES: <br />1. STORM SEWER PIPE SHALL HAVE WATER TIGHT JOINTS FOR 10' EACH WAY FROM CENTERLINE OF WATER PIPE \ \//\// <br />COURSE FILTER AFFREGATE <br />PER MNDOT SPEC. 3149.2H. <br />420 1 WATER PIPE/STORM SEWER CROSSING UNDISTURBED EARTH COVER WITH POLYETHYLENE <br />NOT TO SCALE MINIMUM 4 MIL. THICKNESS <br />CONCRETE (TYPICAL). <br />THRUST BLOCK 8" CONC. BLOCK <br />(SEE DETAIL 414) <br />GRADE <br />SLOPE WALLS TO <br />ANGLE REPOSE <br />12" OR TO UNDISTURBED <br />0. D. <br />OF - I/ <br />PIPE <br />12" MIN. <br />/ DIP <br />PIPE <br />PROVIDE BELL HOLE AT <br />EACH JOINT <br />SLOPE PER O.S.H.A. <br />STANDARDS <br />BACKFILL WITH SELECTED <br />MATERIAL FROM <br />EXCAVATION, COMPACTED <br />TO 100% STANDARD <br />PROCTOR DENSITY <br />UNDISTURBED SOIL OR COMPACTED TO <br />100% STANDARD PROCTOR DENSITY <br />NOTES: <br />1. BACKFILL SHALL BE COMPACTED TO AT LEAST 95% STANDARD PROCTOR DENSITY IN LANDSCAPED AREAS, <br />100% IN PAVED AREAS OR WITHIN 5 FT. OF STRUCTURE <br />4101DUCTILE IRON PIPE BEDDING <br />PIPE BEDDING <br />NOT TO SCALE <br />NOTES: <br />1. 7.5' MINIMUM COVER REQUIRED OVER TOP OF WATER MAIN. <br />2. ALL WATER MAIN BOLTS ARE TO BE CORE BLUE OR CITY APPROVED EQUAL <br />416WATER MAIN WET TAP <br />NOT TO SCALE <br />CRE -SEAL OR APPROVED <br />EQUAL GASKET CONNECTION <br />'ONE LENGTH (20'-0") <br />OF D.I.P. <br />D.I.P. TEE <br />RCP HORSESHOE CONCRETE <br />MORTAR ALL SIDES <br />NON -SHRINK GROUT <br />D.I.P. BEND <br />INTEGRAL BASE FOR <br />NEW MANHOLES <br />#5 DOWLS 8" MAX. SPACING <br />FOR CONNECTION TOP NEW <br />BASE TO EX. MANHOLE <br />CORE DRILL INTO <br />EX. MANHOLE <br />0 <br />~ • e� CORE DRILL INTO <br />EX. MANHOLES <br />'r• <br />�CITY OF Special Details <br />STANDARD OUTSIDE DROP Date <br />04-01-15 <br />SECTION FOR SANITARY SEWER HU—SS-2 <br />Revised: <br />AHU <br />EST. 1906 01-20-17 / <br />AH— <br />N <br />E <br />Q_(v _� <br />j <br />O <br />U <br />W <br />w <br />z <br />Z '� = <br />Z <br />' C.lA Q a� <br />c:> E <br />Lu CC r <br />U ' <br />Ln <br />Lu <br />0 <br />c: (D cV of <br />a --i Q dl w <br />_ a- <br />ul <rrnLn <br />=3 <br />' <br />(n M N <br />Q <br />c:H _* <br />p o U.)U <br />( 1° <br />M <br />ZW <br />O = <br />-0 <br />Q w r � <br />Lu <br />U ::D D <br />i ZD p z <br />Q = <br />w <br />V)0 w< <br />w Q <br />aco~ N <br />Q W <br />J m <br />N � ~ zLu <br />\ <br />Q z <br />Q w O <br />L N <br />L _LL <br />P <br />� w <br />Lu � <br />w <br />a� O <br />Eu <br />U <br />� w w <br />c�U <br />O o J W Q <br />� z <br />0 <br />a <br />N <br />m <br />Lu <br />z <br />O <br />0- <br />O <br />V) <br />w <br />D <br />Lu <br />w <br />Q <br />0 <br />CL <br />Z � <br />O cn <br /><� W_ r <br />Z ~ J <br />Lu <br />0n Z <br />Z <br />Q <br />Lu 0 <br />J <br />b <br />_ <br />w <br />L J �/� __jJ <br />W <br />C) <br />LLL Q <br />j w w <br />p <br />= m <br />U Q <br />U <br />JOB No: 171316 <br />DATE: 04/10/2018 <br />DRAWN BY: CJO <br />DESIGNED BY: ECR <br />SHEET: <br />C4o5 <br />