12955 Old Meridian St - Site Utility Details C2-2JPS Consulting Engineers - K:\Civil Projects\19JPSC26 Meridian Design Center\Drawings\C2-2 Utility Details.dwg August 29, 2019 - 11:46 AM Nvergatos
SITE UTILITYDETAILSAS NOTEDNBVNBVNBVC2-2CONSTRUCTIONDOCUMENTS19 AUGUST 201919JPSC26GREATER THAN 5'EDGE OF PAVEMENT, CURB,GUTTER, OR SIMILARSTRUCTURE IN THE PUBLICRIGHT-OF-WAY#8 CRUSHED STONE OR #8FRACTURED FACE AGGREGATE,HAND TAMPED OR WALKEDINTO PLACEFINISHEDGRADEGREATER THAN 5' FROM EDGE OF PAVEMENTWITHIN 5' OF EDGE OF PAVEMENTGRANULAR FILL (SITE), 'B' BORROWOR EQUIVALENT GRANULARMATERIAL COMPACTED TO 95%STANDARD PROCTOR DENSITY(MIN) 1.25 O.D. + 12"O.D.12" (MIN)PER O.S.H.A.REQUIREMENTSD #8 CRUSHED STONE OR #8FRACTURED FACE AGGREGATE, HANDTAMPED OR WALKED INTO PLACEGENERAL FILL (SITE) PAVEMENTTOPSOIL 6" (MIN)4" (MIN) PAVEMENTFINISHEDGRADEPAVEMENTOR TOPSOIL4" (MIN)LEGENDNOTES:1. ALL BEDDING AND INITIAL BACKFILL SHALL BE INSTALLED 6" TO 12"BALANCED LIFTS.2. A MINIMUM OF 9" CLEARANCE SHALL BE PROVIDED ON EACH SIDE OF THEINSTALLED PIPE.3. BEDDING SHALL BE SHAPED TO RECEIVE THE PIPE BELL SO THAT THE PIPEBARREL IS UNIFORMLY SUPPORTED.4. REFER TO SPECIFICATIONS FOR ADDITIONAL INSTALLATION REQUIREMENTS.O.D. = OUTSIDE DIAMETERD = INSIDE DIAMETERd =DEPTH OF BEDDINGMATERIAL BELOW PIPE1FLEXIBLE PIPE (PVC & HDPE) BEDDING DETAILNO SCALE(MIN) 1.25 O.D. + 12"5' OR LESSEDGE OF PAVEMENT, CURB,GUTTER, OR SIMILARSTRUCTURE IN THE PUBLICRIGHT-OF-WAYO.D.12" (MIN)PER O.S.H.A.REQUIREMENTSD
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2"(MIN)SLOPEPRECASTMANHOLESLOPEMANHOLE BENCHWALL DETAILNO SCALE1/2"/FT1/2"/FT2PRECASTMANHOLEPRECASTMANHOLEPRECASTMANHOLENOTES:1. WIDTH OF CHANNEL SHALL MATCH THE INSIDEDIAMETER OF INCOMING AND OUTGOING PIPES.PROVIDE SMOOTH TRANSITION BETWEEN CHANNELSAND PIPES AND AT CHANNEL INTERSECTIONS.2. REFER TO UTILITY PLAN FOR PIPE INVERT ELEVATIONS,SIDES AND FLOW CHANNEL MATERIAL.3. CHANNEL HEIGHT TO BE A MINIMUM OF 80% OF THEINSIDE DIAMETER OF INLET AND OUTLET PIPES.WATER VALVE BOX DETAILNO SCALEELEVATIONNOTES:1. VALVE BOX ASSEMBLY SHALL COMPLY WITH THE WATER UTILITY STANDARDS. WHERE NOSTANDARDS ARE APPLICABLE, PROVIDE GRAY CAST IRON CLEANOUT LIKE EAST JORDAN 8555 SERIESOR APPROVED EQUAL (REFER TO SPECIFICATIONS). COVER SHALL BE FLUSH WITH FINAL GRADE.2. NO LOAD SHALL BE TRANSFERRED FROM THE VALVE BOX TO THE VALVE ASSEMBLY.3. CONCRETE ANCHOR PAD REQUIRED IN LAWN AND LANDSCAPE AREAS.4. WHEN VALVE ASSEMBLY IS DEEPER THAN 48", AN EXTENSION WILL BE REQUIRED TO BRINGOPERATING NUT TO WITHIN 24" OF FINISHED GRADE.REFER TO UTILITY PLAN
PLAN24" (DIA) FIBERREINFORCEDCONCRETE ANCHORPADGRAY IRONCASTING WITH"WATER" STAMP5 1/4" CAST IRON TWOPIECE ADJUSTABLEVALVE BOX (SLIP TYPE)FINISHEDGRADECONCRETE ANCHOR PADRISER COVER6"(MIN)12"VALVE ASSEMBLY32"-12"1/2"34"O.D.1"24"I.D.PRECAST CONCRETEADJUSTING RING ORFLANGE OF CASTINGGASKET DETAILSECTION 'A'PLAN VIEW63°34"O.D.24"I.D.AAPRECAST CONCRETE ADJUSTING RING DETAILNO SCALEROUND RINGPLAN VIEW SQUARE RING6" (MIN)BBOPENING TO MATCHSTRUCTURE DIMENSIONPER
MANUFACTURER6"SECTION 'B'4.NOMINAL 1/2" BUTYL RUBBER BASEEXTRUDABLE PREFORMED GASKETMATERIAL (TYP) OR ACCEPTED ALTERNATIVE