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HomeMy WebLinkAboutC05_SU2.3_Storm DetailsCOPYRIGHT 2019 BY FANNING/HOWEY ASSOCIATES, INC. WWW.FHAI.COM ARCHITECT CONSULTANT PROJECT NUMBER: 2019199.00 INDOOR FACILITY AT BADGER FIELDS CLAY TOWNSHIP 5459 E MAIN STREET CARMEL, INDIANA PROJECT ISSUE DATE: 06.08.2020 DRAWN BY: MTP REV. NO. DESCRIPTION DATE 11300453 S OI STATE OF ORPFES NEER N LA E N G IANAINIDERDAHC I IG S No. TER EDAC NIK.N DCONSTRUCTION DOCUMENTS PROJECT MANAGER: CNK UTILITY DETAILS SU2.3 TRASH GUARDS FOR ARCH PIPE TRASH GUARDS FOR ARCH PIPE FLARED END SECTIONS FLARED END SECTIONS THE CRETEX COMPANIES, INC. ELK RIVER, MINNESOTA CRTXJAN. 1, 1999 1999 Copyright © The Cretex Companies, Inc. All rights reserved. Information on this document is subject to change without notice. NOT TO SCALESCALE DATE ARCHTRASHDWG. NO. Note: Hot dip galvanized per ASTM A153. 51"-65" 73"-88" PIPE SIZE ARCH 22"-29" 36"-44" 4" 7" 6" 5" H BAR SIZES 65"-88" 36"-59" 22"-29" PIPE SIZE 1 1/8" 7/8" 3/4" REQ'D HOLE DIA. STANDARD DESIGN BOLT DIA. 1" 3/4" 5/8" SIZE 1" 5/8" 3/4" BAR BOLT LENGTH = PIPE WALL THICKNESS + 2 1/2" HEAVY DESIGN 1 1/8" 7/8" 3/4" HOLE DIA. REQ'D 59"-88" 22" 29"-51" PIPE SIZE SIZEDIA. 1" 1 1/4" 5/8" 3/4" 1" 3/4" BOLT BAR 6" MAX. H HINGED CONNECTIONS 65" SPAN AND UP TO HAVE (2) BARS ALL GUARDS TO HAVE (1) CROSS BAR, EQUALLY SPACED VARIES16" MIN.18" MAX. STRAIGHT CONNECT "A" (MOD.) COMMENTS 24" X 24" STRUCTURE SIZING CHART 15" MAX. SKEW/CORNER 24" MAX. STRAIGHT CONNECT "E"30" X 30"15" MAX. SKEW/CORNER 24" MAX. SHORT WALL STRAIGHT CONNECT "B" OR "C"30" X 46"36" MAX. LONG WALL STRAIGHT CONNECT 15" MAX. SHORT WALL/SKEW, CORNER 24" MAX. LONG WALL/SKEW, CORNER "J" OR "K"24" X 36" 18" MAX. SHORT WALL STRAIGHT CONNECT 27" MAX. LONG WALL STRAIGHT CONNECT 15" MAX. SHORT WALL/SKEW, CORNER 18" MAX. LONG WALL/SKEW, CORNER 1" = 1'-0" CONCRETE BOX INLET - DETAIL B INSIDE DIMENSIONS INLET TYPE 8"6" CLASS "A" PRECAST REINFORCED CONCRETE BOX SEE SCHEDULE FOR SIZE AND INV. EL. RIM ELEVATION SEE SCHEDULE ON SHEET SU2.5 BASE SET ON 6" OF #8 OR #2 STONE COMPACTED SUBGRADE 1 1/2" RAD.WALLDIAMETER R-1E 1 1/2" RAD. WALL 1/32 TAPER PER INCH PER SIDE WALL R-1E WALL DIA.+1ADIAMETER HORIZONTAL FLARE VERTICAL FLARE SECTION BB R-2 SKIRT DIAMETERB D C WALLDIAMETER SECTION AA G or T (TONGUE-INLET END)WALL (GROOVE-OUTLET END) 52249 98 84 26 72 24 6550 4 5 48 28 35 39 PORTIONS OF A.S.T.M. SPECIFICATION C76. NOTE: MANUFACTURER OF END SECTION IS IN ACCORDANCE WITH APPLICABLE 6 60 54 5 5 4 30 8750 8040 27 60 65 99 100 61 96 90 55 2436 32 24 6 6 SIZE SCHEDULE 46 48 38 30 25 19 34 35 39 46 2 3 27 36 42 4 4 30 33 3 3 3 3 3 3 221 24 3 15 18 2 2 2 2 2 2 48 101930 4100 5380 15 21 2190 3150 12 13 63 63 54 58 9 1280 1520 9 740 990 6 9 35 43 27 27 WALL DIA. 12 2 G or T 1 A WT. SEC 530 4 24 B 287354 97 98 73 97 72 78 37 43 60 66 31 34 73 73 73 73 2242 48 25 30 36 16 19 4 1417 27 24 20 22 23 18 15 17 5 5 5 5 1316 16 14 15 12 11 12 4 4 3 4 72 C D DIA.+1E 24 13 R-2R-1 10 9 SKIRT 3 3 4 3 4 3 4 3 4 3 4 3 412 12 12 12 1 2 12 12 12 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 1 2 12 12 1 2 1 2 1 2 1 2 12 12 12 12 14 1 4 1 4 14 3 8 14 116 18 1116 12 12 12 12 12 12 12 7 8 7 8 116 14 14 12 12 516 7 8 18 PRECAST FLARED END SECTION - DETAIL A NO SCALE 3'-0" CONCRETE TOE ANCHOR 3/4" DIA. GALVANIZED HOOKED ANCHOR BOLTS 12" O-C MAX. SPACING 1'-0" SEE DETAIL A/SU3.2 10/22/20