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Home My WebLink About34_SU2.3_Utility DetailsPRECAST CONCRETE ADJUSTING RING AS NEEDED (4 MAX.) PRECAST CONCRETE SECTIONS STR. #501 OUTLET CONTROL STRUCTURE DETAIL NOT TO SCALE ASPHALTIC MASTIC OR BUTYL RUBBER SEAL BETWEEN JOINTS 12" THICK STEEL PLATE RESTRICTOR #4 BAR @ 12" o.c. EACH WAY (STEEL MESH AREA = 0.12 SQ. IN./SQ. FT.) 12" HDPE INFLUENT PIPE INV.= 812.0012" HDPEOUTLET PIPEINV.= 812.0012" THICK STEEL PLATE RESTRICTOR 1/2" THICK STEEL PLATE ANGLE BRACKET (TYP.) MANHOLE BASE SET ON 6" OF #8 OR #2 STONECOMPACTED SUBGRADE 24" DIA. NEENAH R-1772 T.O.R.= 823.27 FINISH GRADE TOP OF STEEL PLATE ELEV = 818.74 FRONT VIEW 4' DIA. 6" DIA. ORIFICE INV. = 812.00 GALVANIZED STEEL GRATE (APPROX. 12"x12"x4") CENTERED ON ORIFICE OPENING AND WELDED TO STEEL PLATE GALVANIZED STEEL GRATE (APPROX. 12"x12"x4") CENTERED ON EACH ORIFICE OPENING AND WELDED TO STEEL PLATE NOTE: SEE "STORM MANHOLE TYPE C DETAIL" ON SHEET SU2.1 FOR ADDITION DETAIL INFORMATION. MANHOLE BASE SET ON 6" OF #8 OR #2 STONECOMPACTED SUBGRADE 24" DIA. FINISH GRADE TOP OF STEEL PLATE 100 YR. ELEV = 818.74 SIDE VIEW 4' DIA. 6" DIA. ORIFICE INV. = 812.00 12" HDPE INFLUENT INV. = 812.00 12" HDPE OUTLET INV. = 812.00 24" SUMPBASE 6" OR 8" PER SECTION MANHOLE BOTTOM INV. = 810.0016"PLASTIC ENCAPSULATED STEEL MANHOLE STEPS O-RING GASKET ASPHALTIC MASTIC OR BUTYL RUBBER SEAL AT JOINTS MANHOLE BOTTOM INV. = 810.00 NEENAH R-1772 T.O.R.= 823.27 STORM STRUCTURE TABLE STR. NO. 101 102 103 104 105 201 202 203 204 301 302 303 304 305 306 401 402 403 404 405 406 500 OUT 500 IN 501 502 STRUCTURE Type "C" Manhole Type "C" Manhole Type "C" Manhole Type "C" Manhole Type "C" Manhole Type "C" Manhole Type "C" Manhole Aqual-Swirl AS-7 Type "C" Manhole Inlet Type "M" Inlet Type"A" Type "J" Manhole Type "C" Manhole Type "C" Manhole Type "J" Manhole Type "C" Manhole Type "C" Manhole Inlet Type "M" Type "C" Manhole Type "C" Manhole Aqual-Swirl AS-7 U.G. DETENTION U.G. DETENTION Outlet Control Structure EXISTING STRUCTURE STRUCTURE DETAIL REFERENCE SHEET SU2.1 SHEET SU2.1 SHEET SU2.1 SHEET SU2.1 SHEET SU2.1 SHEET SU2.1 SHEET SU2.1 SHEET SU2.2 SHEET SU2.1 SHEET SU2.1 SHEET SU2.1 SHEET SU2.1 SHEET SU2.1 SHEET SU2.1 SHEET SU2.1 SHEET SU2.1 SHEET SU2.1 SHEET SU2.1 SHEET SU2.1 SHEET SU2.1 SHEET SU2.2 SHEET SU2.4 SHEET SU2.4 SHEET SU2.3 CASTING TYPE R-1772 R-1772 R-1772 R-1772 R-1772 R-1772 R-1772 Per Manufacturer R-3010 R-3287-SB10 R-3501-TR R-3501-TR R-3287-SB10 R-3472 R-1772 R-1772 R-1772 R-3287-SB10 R-1772 R-1772 Per Manufacturer - - R-1772 R-3010 RIM 833.26 828.00 823.81 823.73 824.37 825.75 824.34 823.45 823.19 825.08 828.09 825.68 823.67 831.63 823.40 832.72 824.31 822.46 823.76 823.76 823.54 823.51 824.56 823.27 818.88 INCOMING PIPE DATA (DIRECTION) [FROM STR] 18" HDPE Pipe 823.58 (W) [101] 18" HDPE Pipe 819.54 (SW) [102] 18" HDPE Pipe 815.32 (S) [103] 24" HDPE Pipe 814.95 (S) [104] 6" HDPE Pipe 821.58 (W) [] 15" HDPE Pipe 820.34 (S) [201] 10" HDPE Pipe 820.34 (N) [] 15" HDPE Pipe 818.74 (W) [202] 15" HDPE Pipe 818.68 (W) [203] 15" HDPE Pipe 820.97 (E) [301] 12" HDPE Pipe 821.97 (S) [302] 18" RCP 822.38 (W) [] 18" RCP 819.99 (S) [] 6" DIP 827.88 (W) [] 12" PVC Pipe 820.88 (SW) [] 24" HDPE Pipe 814.10 (E) [105] 24" HDPE Pipe 815.35 (SW) [303] 12" HDPE Pipe 819.55 (W) [304] 24" RCP 809.85 (S) [] 8" PVC Pipe 828.48 (E) [] 8" HDPE Pipe 827.65 (SW) [] 12" HDPE Pipe 820.33 (S) [401] 12" HDPE Pipe 818.64 (N) [403] 15" HDPE Pipe 819.96 (W) [402] 12" HDPE Pipe 818.36 (E) [404] 18" HDPE Pipe 816.53 (S) [405] 18" HDPE Pipe 816.50 (S) [406] 12" HDPE Pipe 812.00 (E) [500 OUT] 12" HDPE Pipe 809.60 (S) [501] 15" RCP 812.38 (E) [] OUTGOING PIPE DATA (DIRECTION) [TO STR] 18" HDPE Pipe 824.68 (E) [102] 18" HDPE Pipe 823.48 (NE) [103] 18" HDPE Pipe 819.44 (N) [104] 24" HDPE Pipe 815.22 (N) [105] 24" HDPE Pipe 814.85 (W) [306] 15" HDPE Pipe 821.08 (N) [202] 6" HDPE Pipe 821.58 (SW) [] 15" HDPE Pipe 818.84 (E) [203] 15" HDPE Pipe 818.74 (E) [204] 15" RCP 816.98 (E) [] 15" HDPE Pipe 821.39 (W) [303] 12" HDPE Pipe 823.49 (N) [303] 24" HDPE Pipe 820.57 (NE) [306] 12" HDPE Pipe 819.62 (E) [306] 24" RCP 819.53 (N) [] 24" RCP 809.85 (N) [] 12" HDPE Pipe 826.02 (N) [402] 15" HDPE Pipe 820.23 (E) [405] 12" HDPE Pipe 818.77 (S) [404] 12" HDPE Pipe 818.54 (W) [405] 18" HDPE Pipe 816.56 (N) [406] 18" HDPE Pipe 816.53 (N) [500 IN] 12" HDPE Pipe 812.00 (W) [501] 12" HDPE Pipe 812.00 (N) [502] 18" RCP 809.50 (N) [] OUTGOING PIPE L.F. 48' 171' 179' 92' 249' 211' 2' 17' 13' 3' 47' 61' 52' 22' 3' 3' 227' 77' 43' 60' 10' 10' 10' 157' 3' OUTGOING PIPE SIZE 18" 18" 18" 24" 24" 16" 6" 16" 16" 15" 16" 12" 24" 12" 24" 24" 12" 16" 12" 12" 18" 18" 12" 12" 18" OUTGOING GRADE 2.30% 2.30% 2.30% 0.30% 0.30% 0.35% 0.00% 0.54% 0.54% 0.00% 0.90% 2.50% 10.00% 0.30% 0.00% 0.00% 2.50% 0.35% 0.30% 0.30% 0.30% 0.30% 0.00% 1.53% 0.00% CONNECT TO STR. 102 103 104 105 306 202 203 204 303 303 306 306 402 405 404 405 406 500 IN 501 502 REMARKS CONNECT EXISTING 18" RCP AND 10" DIP FROM LIFT STATION - - - - CONNECT 10" ROOF DRAIN CONNECT 10" ROOF DRAIN - CONNECT EXISTING 15" RCP - - CONNECT EXISTING 18" RCP - CONNECT EXISTING 6" DIP, 12" VCP, 2 - 18" RCP'S AND 24" RCP CONNECT EXISTING 24" RCP CONNECT 2 - 8" PVC ROOF DRAINS - - - - - - - - CONNECT EXISTING 15" AND 18" RCP'S STORM WATER QUALITY BMP STRUCTURE (ST-203)STORM WATER QUALITY BMP STRUCTURE (ST-406)SU2.3 UTILITY DETAILS COPYRIGHT 2021 BY FANNING/HOWEY ASSOCIATES, INC. WWW.FHAI.COM ARCHITECT PROJECT NUMBER: 220014.00 CARMEL HIGH SCHOOL NATATORIUM ADDITION AND RENOVATIONS CARMEL CLAY SCHOOLS 520 E MAIN STREET CARMEL, IN 46032 PROJECT ISSUE DATE: 11.17.2021 REGULATORY REVIEW DRAWN BY: HHW 317.848.0966 350 E NEW YORK ST #300, INDIANAPOLIS, IN 46204 REV. NO.DESCRIPTION DATE CONSULTANT A TAC SUBMITTAL 11/17/2021 19700317 No.