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HomeMy WebLinkAboutC800 Details-C802A PRECAST CONCRETE END SECTION DETAIL APPLICABLE PORTIONS OF A.S.T.M. SPECIFICATION C76. NOTES: 1. MANUFACTURE OF END SECTION IS IN ACCORDANCE WITH SECTION A-A SECTION B-B VERTICAL FLARE HORIZONTAL FLARE R-2 "A""A" "B" "B" DIA.E WALL D SKIRT (GROOVE-OUTLET END) (TONGUE-INLET END)WALLDIA. WALL 0.0704' DIA.+1 BC WALL 1/32 TAPER PER INCH PER SIDE.R-1 DIA. 1 1/2"R DIA. 1 1/2"R R - 1 6 6 1/2 5 5 1/2 4 1/2 3 3/4 3 1/4 3 1/2 SKIRT 3 1/2 3 1/2 4 4 4 1/2 4 1/2 5 5 1/2 5 1/2 5 1/2 5 3/4 6 3/4 7 1/4 7 3/4 8 1/2 9 6 1/4 R-2 9 11 12 13 14 14 1/2 15 17 1/2 20 22 22 24 24 24 24 24 24 R-1 10 1/16 12 1/2 15 1/2 16 1/8 16 11/16 17 3/4 18 5/16 23 3/4 24 1/16 27 1/4 28 1/8 36 3/4 35 11/16 38 5/8 41 15/16 44 13/16 32 7/8 DIA. +1 13 16 19 22 25 28 31 34 37 43 49 61 67 73 79 85 55 E 24 30 36 42 48 54 60 66 72 78 84 96 102 108 114 120 90 D 72 7/8 73 73 73 73 1/2 73 1/2 73 3/4 97 3/4 97 3/4 98 98 99 99 99 99 99 100 C 48 1/8 46 46 38 30 25 1/2 19 3/4 39 1/4 34 3/4 35 26 39 21 21 21 21 35 B 24 27 27 35 43 1/2 48 54 58 1/2 63 63 72 60 78 78 78 78 65 A 4 6 9 9 9 1/2 10 1/2 12 13 1/3 15 21 24 30 24 34 24 24 27 WT. SEC 530 740 990 1280 1520 1930 2190 3150 4100 5380 6550 8750 10630 12520 14430 16350 8040 G or T 1 1/2 2 2 1/2 2 1/4 2 1/2 2 1/2 3 3 3/8 3 1/2 3 3/4 4 1/4 5 5 1/2 6 6 1/2 7 4 3/4 WALL 2 2 1/4 2 1/2 2 3/4 3 4 7 7 1/2 8 DIA. 12 15 18 21 24 27 30 33 36 42 48 54 60 66 72 78 84 NOTES: 1. All storm sewers shall be constructed with reinforced concrete pipe Class III or as noted and conform to A.S.T.M. C-76 or latest revision. All manholes shall be precast concrete construction in accordance with State of Indiana Specifications and shall have Type "A" cast iron ring and cover. NOTE: ALL CASTINGS SHALL BE LABELED "DUMP NO WASTE, DRAINS TO WATERWAYS"DATEMARKREVISIONSBYCERTIFIED:S & A JOB NO. SHEET NO. DRAWN BY:CHECKED BY:S T O E P P E L W E R T HA L W A Y S O N7965 East 106th Street, Fishers, IN 46038-2505phone: 317.849.5935 fax: 317.849.5942STORM SEWER DETAILSC802 60160HAM-S2THE HAMLET at JACKSONS GRANTADG BAH CARMELHAMILTON COUNTY, INDIANA01/16/19DP IT E S G E E O TS R P RTE WLE D E HVADIRJ .ADNINAI EEG NIRENOILA NS FEPRO STATE OF S SECTION 2File Name:S:\60160HAM-S2\DWG\C800 Details.dwg - C802Modified / By:March 11, 2019 6:51:28 PM / jwillisPlotted / By:July 1, 2019 2:12:56 PM / Kenny Mitchell03/12/19JAWREVISED PER TAC COMMENTSAPPROVAL PENDING - NOT FOR CONSTRUCTION07/01/19KJJMMOVED SANITARY STRUCTURE #JGH20236"x36" 30"x30" 6" CATCH BASIN NOT-TO-SCALE FOR CASTING TYPES SEE STRUCTURE DATA CHART 24"x24" 2.5' MIN. NOTE: MAXIMUM 48 INCHES FROM T/C TO INVERT