HomeMy WebLinkAboutC611.0_2020-266_P_SU2.1.UDSEE 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 DENSITY2
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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 DETAILNONESTORM SEWER / WATER LINE CROSSING DETAILNONEPRECAST CONCRETEADJUSTING RING ASNEEDED (4 MAX.)PRECAST CONCRETESECTIONSSTR. #111 OUTLET 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.)12" HDPEINFLUENTPIPE 12" HDPEOUTLETPIPE12" 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.= 809.05FINISHGRADETOP OF STEEL PLATEELEV = 806.04FRONT VIEW4' DIA.6" DIA. ORIFICEINV. = 800.506" DIA. ORIFICEINV. = 803.72GALVANIZED STEEL GRATE(APPROX. 12"x12"x4")CENTERED ON EACHORIFICE OPENING ANDWELDED TO STEEL PLATEGALVANIZED STEEL GRATE(APPROX. 12"x12"x4")CENTERED ON EACHORIFICE OPENING ANDWELDED TO STEEL 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.= 809.05FINISHGRADETOP OF STEEL PLATE100 YR. ELEV = 806.04SIDE VIEW4' DIA.6" DIA. ORIFICEINV. = 800.506" DIA. ORIFICEINV. = 803.7212" HDPE INFLUENTINV. = 800.3912" HDPE OUTLETINV. = 800.2924" SUMPBASE 6" OR 8"PER SECTIONMANHOLE BOTTOMINV. = 798.2916"PLASTIC ENCAPSULATEDSTEEL MANHOLE STEPSO-RING GASKET ASPHALTICMASTIC OR BUTYL RUBBERSEAL AT JOINTSCONSULTANTPROJECT NUMBER: TLF-2020-266CARMEL CLAY SCHOOLSPROJECT ISSUE DATE: 10.14.2020DRAWN BY: HHWREV.NO.DESCRIPTIONDATETAC10/14/2020ACONSTRUCTION DOCUMENTSWWW.FHAI.COMARCHITECT317-848-0966350 E NEW YORK ST# 300, INDIANAPOLIS, IN 46204COPYRIGHT 2020 BY FANNING/HOWEY ASSOCIATES, INC.CARMEL HIGHSCHOOL520 E MAIN STREETCARMEL, IN 46032PARKING LOTADDITION19700317No.RESPONSE TO TAC COMMENTS11/25/2020BSU2.1UTILITY DETAILS