HomeMy WebLinkAboutC710 - Site Utility Details - SU2.1SU2.1SITE UTILITY DETAILSCOPYRIGHT 2023 BY FANNING/HOWEY ASSOCIATES, INC.WWW.FHAI.COMARCHITECTPROJECT NUMBER: 221165.01CARMEL HIGHSCHOOLPOLYTECHNICADDITION ANDRENOVATIONCARMEL CLAY SCHOOLS520 E MAIN STREETCARMEL, IN 46032PROJECT ISSUE DATE: 08/31/2023DRAWN BY: ARS317-848-0966350 E NEW YORK ST# 300, INDIANAPOLIS, IN 46204REV.NO.DESCRIPTIONDATECONSULTANT100% CONSTRUCTION DOCUMENTSKEY PLANUNIT ANEW ADDITIONPLAN
NORTH TLF-ENGINEERS.COM317-334-15003901 WEST 86TH STREET, ST# 200, INDIANAPOLIS, IN 4626819700317No.SEE STRUCTURE DATA TABLE FORCASTING TYPE AND ELEVATIONFINISH GRADEASPHALTICMASTIC OR BUTYLRUBBER SEALBETWEEN JOINTSPRECAST CONCRETE ADJUSTINGRINGS AS NEEDED (12" OF RINGS MAX.)ECCENTRIC CONE OR REDUCERCAP AS REQUIRED BY SITECONDITIONS. CONE TOP TOMATCH ADJUSTING RING PROFILE.48" DIA.5"16"
TYP.PRECAST CONCRETESECTIONSPREFORMED HOLE TO MAX.OF PIPE O.D. + 6" W/ NONSHRINK CEMENT GROUTBENCHWALLS AT MIN. 1/2" PERFOOT SLOPE. BENCHWALLS TOBE CONSTRUCTED TO SPRINGLINE OF PIPE.MANHOLE BASE SET ON6" OF #8 OR #2 STONECOMPACTEDSUBGRADEPLASTIC ENCAPSULATEDSTEEL MANHOLE STEPSO-RING GASKETASPHALTIC MASTICOR BUTYL RUBBERSEAL AT JOINTSBASE 6" OR 8"PER SECTION3"#4 BAR @ 12" o.c.EACH WAY(STEEL MESHAREA = 0.12 SQ.IN./SQ. FT.)STORM MANHOLE TYPE "C" DETAIL1/2" = 1'-0"24" DIA.SEE STRUCTURE DATATABLE FOR PIPE SIZEAND INVERT ELEV.NOTES:1.MANHOLE CONFORMS TO ASTM C478, JOINTS CONFORM TO ASTM C443.2.ALL STORM SEWER CASTINGS SHALL BE MARKED "DUMP NO WASTEDRAINS TO WATERWAYS".3.SEE UTILITY PLAN FOR STORM SEWER STRUCTURE DATA TABLE.VARIES
16" MIN.12" TO 15""A"PIPE SIZE24" X 24"STRUCTURE SIZING CHART"F"30" X 30""M"24" X 36"1" = 1'-0"STORM INLET DETAILINSIDEDIMENSIONSINLETTYPE8"6"CLASS "A" PRECAST REINFORCEDCONCRETE BOXSEE STRUCTURE DATATABLE FOR PIPE SIZEAND INVERT ELEV.INSIDE DIMENSION* SEE SIZING CHART ABOVESEE STRUCTURE DATA TABLE FORCASTING TYPE AND ELEVATIONBASE SET ON 6" OF#8 OR #2 STONECOMPACTEDSUBGRADEINSIDE DIMENSION* SEE SIZING CHART ABOVE
MAX. NUMBER OFSIDES OF THEINLET WITH PIPES318" TO 24"315" TO 18"3NOTES:1.ALL STORM SEWER CASTINGS SHALL BE MARKED "DUMP NO WASTEDRAINS TO WATERWAYS".2.SEE UTILITY PLAN FOR STORM SEWER STRUCTURE DATA TABLE.FOR PIPE LOCATED IN ANDWITHIN 5' OF PAVED AREASFOR PIPE LOCATEDIN GRASSED AREASSTORM SEWER (PVC & HDPE) TRENCH DETAILNO SCALENOTES:1.ALL BEDDING & INITIAL BACKFILLSHALL BE INSTALLED IN 6" TO 12"BALANCED LIFTS.2.A MIN. 9" CLEARANCE EACH SIDEOR PIPE FOR 42" DIA. AND LESS.BcMIN.
4"12"MIN. 1.25 O.D.+12"MIN. 6" TOPSOILOUTSIDE PAVEMENT LIMITSPAVEMENT SECTIONREGULAR BACKFILL -GREATER THAN 5' FROMEDGE OF PAVEMENTCOMPACTED 90%REGULAR BACKFILL-GREATER THAN 5' FROMEDGE OF PAVEMENTCOMPACTED TO 90%#8 CRUSHED STONE OREQUIVALENT CLASS 1MATERIAL HAND TAMPEDOR WALKED INTO PLACE"B" BORROW (INDOT SPEC.) OREQUIVALENT GRANULARMATERIAL COMPACTED TO 95%STANDARD PROCTER DENSITY1/6 Bc3"4"6"LEGEND MATERIAL BELOW PIPEd = DEPTH OF BEDDINGD = INSIDE DIAMETERBc = OUTSIDE DIAMETER30" TO 60"27" & SMALLER66" & LARGER D (d) MIN. 3/4" = 1'-0"DEPTH OF BEDDINGMATERIAL BELOW PIPENOTES:1.ALL BEDDING & INITIAL BACKFILLSHALL BE INSTALLED IN 6" TO 12"BALANCED LIFTS.2.A MIN. 9" CLEARANCE EACH SIDEOR PIPE FOR 42" DIA. AND LESS.REGULAR BACKFILL -GREATER THAN 5' FROM EDGEOF PAVEMENT COMPACTED 90%MIN. 1.25 O.D.+12"FOR PIPE LOCATED IN ANDWITHIN 5' OF PAVED AREASFOR PIPE LOCATEDIN GRASSED AREASBcMIN. 6" TOPSOILIN NON-PAVED AREASPAVEMENT SECTION"B" BORROW (INDOT SPEC.) OREQUIVALENET GRANULARMATERIAL COMPACTED TO 95%STANDARD PROCTER DENSITY"B" BORROW (INDOT SPEC.) OREQUIVALENET GRANULARMATERIAL COMPACTED TO 95%STANDARD PROCTER DENSITYdSTORM SEWER (RCP) TRENCH DETAILSLOPEMIN.NOTE: CLEANOUTS IN PAVED AREAS TO BE ACCESSIBLE VIA YARDBOXES OR EXTENDED FLUSH WITH THE PAVING. COVER SHOULD BETHREADED TYPE, WATER TIGHT AND CAPPED.1/2" = 1'-0"CLEANOUT DETAILVARIES FINISH GRADESTORM OR SANITARY SEWER(SIZE SHOWN ON PLANS)SAME SIZE AS MAIN LINE(MAX. 8" REQUIRED ON STORM SEWERS)1'-0"1'-0"MIN.6"
1/2"HEAVY DUTY CLEANOUTCASTING - JAY R. SMITH 4253SERIES OR EQUALCONCRETE COLLAR(CONCRETE SHALL NOTBE IN CONTACT w/ PIPE)20 L.F. (MIN,)20 L.F. (MIN,)2
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4" DIA. PERF.PVC SDR-35 PIPE1'-0"4"NON WOVENFILTER CLOTH#8 WASHEDAGGREGATECOMPACTED AGGREGATE BASEPAVEMENTCURB INLETNOTES:1.TAP STRUCTURES IN PAVEMENT AS SHOWNOR AS DIRECTED ON THE PLAN SHEET2.ADJUST UNDERDRAIN AS REQUIRED TOAVOID SEWER LINES AND OTHER UTILITIES.3.GROUT SOLID THE CONNECTION TO STORMSTRUCTUREPAVEMENT UNDERDRAIN DETAILNONEPRECAST CONCRETEADJUSTING RING ASNEEDED (4 MAX.)PRECAST CONCRETESECTIONSOUTLET CONTROL STRUCTURE DETAILNOT TO SCALEASPHALTIC MASTIC ORBUTYL RUBBER SEALBETWEEN JOINTS12" THICK STEEL PLATERESTRICTOR#4 BAR @ 12" o.c.EACH WAY(STEEL MESH AREA =0.12 SQ. IN./SQ. FT.)15" RCPINFLUENTPIPE 15" RCPOUTLETPIPE12" THICK STEEL PLATERESTRICTOR1/2" THICK STEEL PLATEANGLE BRACKET (TYP.)MANHOLE BASE SET ON6" OF #8 OR #2 STONECOMPACTED SUBGRADE24" DIA.NEENAH R-1772T.O.R.= 850.97FINISHGRADETOP OF STEEL PLATEELEV = 844.72FRONT VIEW4' DIA.11" DIA. ORIFICEINV. = 840.25GALVANIZED STEEL GRATE(APPROX. 18"x18"x4")CENTERED ON EACHORIFICE OPENING ANDWELDED TO STEEL PLATEGALVANIZED STEEL GRATE(APPROX. 18"x18"x4")CENTERED ON ORIFICEOPENING AND WELDED TOSTEEL PLATENOTE:SEE "STANDARD 4' STORM MANHOLE DETAIL" ONTHIS SHEET FOR ADDITION DETAIL INFORMATION.MANHOLE BASE SET ON6" OF #8 OR #2 STONECOMPACTED SUBGRADE24" DIA.NEENAH R-1772T.O.R.= 850.97FINISHGRADETOP OF STEEL PLATE100 YR. ELEV = 844.72SIDE VIEW11" DIA. ORIFICEINV. = 840.2515" RCP INFLUENTINV. = 841.0015" RCP OUTLETINV. = 840.25BASE 6" OR 8"PER SECTIONMANHOLE BOTTOMINV. = 838.2516"PLASTIC ENCAPSULATEDSTEEL MANHOLE STEPSO-RING GASKET ASPHALTICMASTIC OR BUTYL RUBBERSEAL AT JOINTS6" PERFORATED PERIMETERDRAIN PIPE, INV. = 840.256" PERFORATEDPERIMETER DRAIN PIPE1TAC REVIEW9-19-2023