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Home My WebLink AboutC3.2 Site DetailsD (IN.) T (IN.) L (FT.) B (IN.) W (LB. /FT) 12 B 2 8 20 1/4 99 C2 7/8 E DIA. 1 148 15 B 2 1/4 8 23 7/8 144 1 C 3 530 4 176 18 B 2 1/2 8 28 168 7/8 C 3 5/8 13 10 246 21 C 3 3/4 8 31 5/8 304 24 C 3 3/4 8 35 1/2 366 27 C 4 8 39 420 30 C 4 1/4 8 42 1/2 476 33 C 8 552 36 C 4 3/4 8 50 1/4 633 DIA. WALL G or T WT. SEC. A B C D E DIA. 1 R -1 R -2 SKIRT 12 2 1 1/2 530 4 24 48 7/8 72 7/8 24 13 10 1/16 9 3 1/2 15 2 1/4 2 740 6 27 46 73 30 16 12 1/2 11 3 1/2 18 2 1/2 2 1/2 990 9 27 46 73 36 19 15 1/2 12 4 21 2 3/4 2 1/4 1280 9 35 38 73 42 22 16 1/8 13 4 24 3 2 1/2 1520 9 1/2 43 1/2 30 73 1/2 48 25 16 11/16 14 4 1/2 27 3 1/4 2 1/2 1930 10 1/2 48 25 1/2 73 1/2 54 28 17 3/4 14 1/2 4 1/2 30 3 1/2 3 2190 12 54 19 3/4 73 3/4 60 31 18 5/16 15 5 33 3 3/4 3 3/8 3150 13 1/2 58 1/2 39 1/4 97 3/4 66 34 23 3/4 17 1/2 5 1/2 36 4 3 1/2 4100 15 63 34 3/4 97 3/4 72 37 24 1/16 20 5 1/2 42 4 1/2 3 3/4 5380 21 63 35 98 78 43 27 1/4 22 5 1/2 48 5 4 1/4 6550 24 72 26 98 84 49 28 1/8 22 5 3/4 54 5 1/2 4 3/4 8040 27 65 35 100 90 55 32 7/8 24 6 1/4 60 6 5 8750 30 60 39 99 96 61 36 3/4 24 6 3/4 66 6 1/2 5 1/2 10630 24 78 21 99 102 67 35 11/16 24 7 1/4 72 7 6 12520 34 78 21 99 108 73 38 5/8 24 7 3/4 78 7 1/2 6 1/2 14430 24 78 21 99 114 79 42 15/16 24 8 1/2 84 8 7 16350 24 78 21 99 120 85 44 13/16 24 9 EDGE OF PAVEMENT, CURB GUTTER OR SIMILAR STRUCTURE IN PUBLIC R/W 5' OR LESS "B" BORROW OR EQUIV. GRANULAR MATERIAL COMPACTED TO 95% STANDARD PROCTOR DENSITY #8 CRUSHED STONE OR APPROVED EQUIV. CLASS I BEDDING MATERIAL HAND TAMPED OR WALKED INTO PLACE NOTE: ALL BEDDING INITIAL BACKFILL SHALL BE IN 6" TO 12" BALANCED LIFTS MIN. 9" OF CLEARANCE SHALL BE PROVIDED ON EACH SIDE OF THE INSTALLED PIPE EDGE OF PAVEMENT, CURB GUTTER OR SIMILAR STRUCTURE IN PUBLIC R/W GREATER THAN 5' #8 CRUSHED STONE OR APPROVED EQUIV. CLASS I BEDDING MATERIAL HAND TAMPED OR WALKED INTO PLACE NOTE: ALL BEDDING INITIAL BACKFILL SHALL BE IN 6" TO 12" BALANCED LIFTS MIN. 9" OF CLEARANCE SHALL BE PROVIDED ON EACH SIDE OF THE INSTALLED PIPE I I 111 11 1 1 EI I I- 111 111- 111 111 I ),11 I III 1 1 1 11 1 I I I I I MIN. 1.25 Bc 12" 4» :y %\!i, /ice! /�!1�� K\4\, Bc PLASTIC PIPE (PVC AND HDPE) TRENCH DETAIL WITHIN 5' FROM EDGE OF PAVEMENT MIN. 1.25 Bc 12" Bc MIN. 6" TOPSOIL TO ENSURE GRASS GROWTH MIN. 6" TOPSOIL TO ENSURE GRASS GROWTH Bc OUTSIDE DIAMETER D INSIDE DIAMETER d DEPTH OF BEDDING MATERIAL BELOW PIPE MIN. 12" i MIN. 12" LEGEND PLASTIC PIPE (PVC AND HDPE) TRENCH DETAIL GREATER THAN 5' FROM EDGE OF PAVEMENT LEGEND E PIPE BACK FILL DETAILS (BF) REGULAR BACKFILL Bc OUTSIDE DIAMETER D INSIDE DIAMETER d DEPTH OF BEDDING MATERIAL BELOW PIPE EDGE OF PAVEMENT, CURB GUTTER OR SIMILAR STRUCTURE IN PUBLIC R/W "B" BORROW OR EQUIV. GRANULAR MATERIAL COMPACTED TO 90% STANDARD PROCTOR DENSITY DEPTH OF BEDDING MATERIAL BELOW PIPE D 27" SMALLER 30" TO 60" 66" LARGER EDGE OF PAVEMENT, CURB GUTTER OR SIMILAR STRUCTURE IN PUBLIC R/W REGULAR BACKFILL "B" BORROW OR EQUIV. GRANULAR MATERIAL COMPACTED TO 90% STANDARD PROCTOR DENSITY DEPTH OF BEDDING MATERIAL BELOW PIPE D 27" SMALLER 30" TO 60" 66" LARGER 5' OR LESS 4 (d) MIN. 3" 4" 6" (d) MIN. 3" 4" 6" GREATER THAN 5' IlI �I�III I I MIN. 1.25 Bc 12" fi s s/.„ vvvvvvv c/s. 5 Bc WITHIN 5' FROM EDGE OF PAVEMENT NOTE: ALL BEDDING INITIAL BACKFILL SHALL BE IN 6" TO 12" BALANCED LIFTS MIN. 9" OF CLEARANCE SHALL BE PROVIDED ON EACH SIDE OF THE INSTALLED PIPE III III 1 I EI I I- III III -I 11=1 I IIITTI I g TT T =1 I I T I 1 1 11=1 11= MIN. 1.25 Bc MIN. 6" TOPSOIL TO ENSURE GRASS GROWTH IF NOT UNDER PAVEMENT MIN. 6" TOPSOIL TO ENSURE GRASS GROWTH IF NOT UNDER PAVEMENT 0 Bc GREATER THAN 5' FROM EDGE OF PAVEMENT NOTE: ALL BEDDING INITIAL BACKFILL SHALL BE IN 6" TO 12" BALANCED LIFTS MIN. 9" OF CLEARANCE SHALL BE PROVIDED ON EACH SIDE OF THE INSTALLED PIPE REINFORCED CONCRETE PIPE (RCP) TRENCH DETAIL WITHIN 5' FROM EDGE OF PAVEMENT Bc OUTSIDE DIAMETER D INSIDE DIAMETER d DEPTH OF BEDDING MATERIAL BELOW PIPE d LEGEND REINFORCED CONCRETE PIPE (RCP) TRENCH DETAIL GREATER THAN 5' FROM EDGE OF PAVEMENT d LEGEND Bc OUTSIDE DIAMETER D INSIDE DIAMETER d DEPTH OF BEDDING MATERIAL BELOW PIPE Please see accompanied Aqua -Swirl specification notes. See Site Plan for actual system orientation. Orientation may vary from 90 180 or custom angles to meet site conditions. Octagonal Base Plate 42" Pipe coupling [1067 mm] by Contractor. AI 12" [305 mm] long Stub -out by Manufacturer. Shield 8 5/8" [219 mm] OD Max 2705 Kanasita Drive, Chattanooga, TN 37343 Phone (888) 344 -9044 Fax (423) 826 -2112 www aquashieldinc.com Document' Drawn By Scale Date: AS -2 STD BLR 1:20 03/02/09 1/2 came [13 mm] 1/2" 1/2 [13 mm] [13 mm] 42" [1067 mm] Plan View U S. Patent No. 6524473 and other Patent Pendln Bollards shall be placed around access riser(s) in non-traffic areas to prevent inadvertent loading by maintenance vehicles. Manhole Frame Cover Detail For Non Traffic Areas Only NTS 4 1/2' [114 mm] Place small amo.mt of concrete to support and level manhole frame riO NOT allow manhole frame to ,mt upon HDPE riser 032" [0813 mm] Pipe coupling by Contractor. 12" [305 mm] long Stub -out by Manufacturer. 8 5/8" [219 mm] OD Max Vent Arched Baffle Manhole Frame and Cover by Manufacturer. (See Detail) Grade Rim 60" [1524 mm 38" [965 mm] If traffic loading (H -20) is required or anticipated, a concrete pad must be placed over the entire Stormwater Treatment System. Sample details of concrete pad available upon request. Manhole Frame Cover Detail For 11 -20 Traffic Loading Areas NTS Swirl Inlet 32" [813 mm] OD 12" [305 mm r Varies Swirl Outlet 42" [1067 mm] Bedding Undisturbed Section A -A Aqua -Swirl Concentrator Model AS -2 Off -Line Standard Detail Rim elevations to match finished grade. HDPE risers can be field cut by Contractor. -I =`"v Gravel Backfill shall extend at '5. 3.5 feet 11067 mm] outward from Swirl Concentrator and for —the full height of the Swirl Concentrator (including riser) °.''extending laterally to undisturbed K_ `':'soils. (See MH Detail Below) t a SKIRT NOTES: C SECTION AA D G or T (GROOVE OUTLET END) (TONGUE -INLET END) W, UNIT PIPE WEIGHT L, LAYING LENGTH R -1 DIA. WALL 1 -1/2" R Y32 TAPER PER INCH PER SIDE HORIZONTAL FLARE VERTICAL FLARE WALL SECTION BB L_ DIA. ALL REINFORCED CONCRETE PIPE MATERIALS, MANUFACTURE AND TESTING PROCEDURES SHALL BE IN ACCORDANCE TO CURRENT A.S.T.M. C -76, C -655 STANDARDS OR AS SPECIFIED. ALL PIPE TO BE USED ON SANITARY SEWER APPLICATIONS PROJECTS WILL BE VACUUM OR HYDROSTATICALLY TESTED TO THE I.C.P.C. CRITERIA. TYPICAL PIPE DETAIL SINGLE SPIGOT OFFSET FOR PROFILE GASKET OR bIASTIC JOINT (CP) m NOTES: 1. MANUFACTURE OF END SECTION IS IN ACCORDANCE WITH APPLICABLE PORTIONS OF A.S.T.M. SPECIFICATION C76. 111111=111111= ■■1111=111111n 411!11- 111111= 111111= 111111 PVC UNDERDRAIN SEE PLAN F R SLOPE GUTTER CONNECTION DETAIL (GC) CONCRETE END SECTION (CE) r A UM VA VA VA VA VA VA POSS. INLET PIPE 6 )r 1 rr OMEN NOTE: 6" CONC. PRECAST OR POURED IN PLACE 26%8 "x26%8" 23/8 "x23 �2 Y r, 8 22" x 22" 32 3/4" x 32 3/" NEENAH 3405 24" MODIFIED INLET TYPE "A" (MA) (MODIFIED 12" TO 18" PIPES) uJ DOWNSPOUT RADE R PVC UNDERDRAIN RISER z NOTE: RISER REDUCER MAY BE REQUIRED TO CONNECT TO DOWNSPOUT TRUNK LINE. A FLEXIBLE RISER WITH CLAMP MAY BE USED. �Y II I I "T" CONNECTION (AS REQ'D.) 0' BEND OUTLET PIPE w CLASS "A" CONCRETE STRUCTURE TO BE PLACED ON 6" COMPACTED NO. 53 STONE SITE DETAILS Owner: Site Engineer: Bordenet Civil Engineering Land Surveying, LLC Ph. 317- 536 -6181 8902 Alibeck Ct. Indianapolis, IN 46256 Regulatory Agency: FINAL CONSTRUCTION PLANS Rev. No. Mercedes Benz Service Center 4000 E. 96th Street Carmel, Indiana 4000 E. IBC 4000 E. 96th Street Cannel, IN 46280 Carmel Department of Community Services Carmel City Hall One Civic Square Carmel, IN 48032 Plan Date: February 23rd, 2010 General Notes: STATE OF REVISION BLOCK _Description Bordenet Civil Engineering Land Surveying, LLC Ph. 317 536 -6181 Fax: 317 536 -6220 8902 Alibeek Ct. Indianapolis, IN 46256 C3.2 Project Number: 2009-077 Sheet No. Date