HomeMy WebLinkAboutC010.17_G3.0-SITE UTILITY DETAILSCONSULTANTPROJECT NUMBER: 220128.00/2020-367CARMEL CLAY SCHOOLSPROJECT ISSUE DATE: 01.13.2021DRAWN BY: ARSREV.NO.DESCRIPTIONDATECONSTRUCTION DOCUMENTSWWW.FHAI.COMARCHITECT317-848-0966350 E NEW YORK ST# 300, INDIANAPOLIS, IN 46204COPYRIGHT 2021 BY FANNING/HOWEY ASSOCIATES, INC.CARMEL MIDDLESCHOOL SITE300 S Guilford RdCARMEL, IN 46032IMPROVEMENTSPROJECT : 220128.00PROJECT MANAGER: BNHSITE UTILITY DETAILSCURB INLET - DETAIL ANO SCALEPRECAST REINFORCEDCLASS "A"CONCRETE BOXFINISH GRADENEENAH R-3286-8V8"6"24" x 36"6"WEEP HOLESPAVEMENTCOMPACTED SUBGRADEBASE SET ON 6" OF#8 OR #2 STONERIM ELEVATIONTOP OF CASTINGTO MATCH EXISTING GRADEVARIES
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 - DETAIL BINSIDEDIMENSIONSINLETTYPE8"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 DENSITYUDUDUDUDUDUD2
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VARIES
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 - DETAIL DNONE1/6 Bc3"4"6"LEGEND MATERIAL BELOW PIPEd = DEPTH OF BEDDINGD = INSIDE DIAMETERBc = OUTSIDE DIAMETER30" TO 60"27" & SMALLER66" & LARGER D (d) MIN. R.C. PIPE TRENCH BEDDING - DETAIL F3/4" = 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 DENSITYd
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.34" OR 36" O.D.1/4"RISER RINGPLAN VIEWOUTSIDE DIA. 34" OR 36"GASKET DETAILTHICKNESS 4"-12"SECTION A-A30 1/2" DIA.ADJUSTING RING - DETAIL ENO SCALEPLACE 1/2" DIAMETEREXTRUDABLE PREFORMEDGASKET MATERIAL INKEYWAY (SEE DETAIL)30 1/2" DIA.1/4"5/8"1/4"NOMINAL 1/2" BUTYL RUBBERBASE EXTRUDABLE PREFORMEDGASKET MATERIAL (TYP)PRECAST CONCRETEADJUSTING RING ORFLANGE OF CASTING#4 RE BAR @ 12" O.C. EACH0.12 SQ. IN./SQ. FT.)WAY (STEEL MESH AREA =CONCRETE SETTING BEDMANHOLE SECTION SET ON1/2" PER FOOT SLOPEBENCH WALLS AT MINCEMENT GROUTW/ NON SHRINKPIPE AND STRUCTURESEAL BETWEEN EXISTINGPRECAST CONCRETESECTIONSSEAL AT JOINTSASPHALTIC MASTICO-RING GASKETOR BUTYL RUBBERCONDITIONS.ECCENTRIC CONE ORREDUCER CAP ASREQUIRED BY SITESTEEL MANHOLE STEPSPLASTIC ENCAPSULATEDSEAL BETWEEN JOINTS5" MIN. WALL48" DIA.12" TYP.SEE DETAILPRECAST CONCRETEADJUSTING RINGAS NEEDED (4 MAX.)GRATED NEENAH R-2540CASTING AND FRAMEOR BUTYL RUBBERASPHALTIC MASTIC24" DIA.NOTES:JOINTS CONFORM TO ASTM C443MANHOLE CONFORMS TO ASTM C478COMPACTED SUBGRADERIM ELEVATIONFINISH GRADE(PIPE SIZES 12" THRU 24")NONEOVER EXISTING PIPES - DETAIL CNOTE: ADJUST BENCHWALL TO ALLOW FORRNEW PIPE INSET.AT TOP OF BENCH WALLCUT OUT EXISTING PIPE1' WIDE x 1' THICK xCIRCULARCONCRETE SETTINGBED6" LAYER #2 STONESTORM MANHOLE - DOGHOUSE STRUCTUREPRECAST FLARED END SECTION - DETAIL GNOTE: MANUFACTURER OF END SECTION IS IN ACCORDANCE WITH APPLICABLE PORTIONS OF A.S.T.M. SPECIFICATION C76.NONESECTION AASIZE SCHEDULE(GROOVE-OUTLET END)22WALL23212DIA.18152421DIAMETERWALL
WT. SEC15201280121214121212145301G or T99074022221212B244A272743359699(TONGUE-INLET END)G or TWALL DIAMETERA
CDBSKIRTBHORIZONTAL FLAREVERTICAL FLARESECTION BBR1224EDCR7236304842737373734630384846111618116121210R-113DIA.+11215161619162522A
1212123SKIRT9R-2434412111413WALLDIA.+1
R-1EBR-2AWALL
DIAMETER1/32 TAPER PERINCH PER SIDEE
R-1WALL
DIAMETERWALL1 1/2" RAD.1 1/2" RAD.GEOTEXTILE 8oz/SYD. MIN.CONC. HEADWALLSEE PLANFABRIC SECURING PINSCOMPACTED SUBGRADETOE WALL12"24"12"6"RIPRAP AT END SECTION - DETAIL HNO SCALECOMPACTED SUBGRADEGEOTEXTILE8 OZ./SYD. MIN.2' (TYP.)24" MAX.12" MIN.1'-0"END SECTIONG3.0