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HomeMy WebLinkAboutS-343602R i! CATCH BASIN FRAME AND VANED GRATE OR MANHOLE RING AND COVER HANDHOLD RECTANGULAR ADJUSTMENT SECTION OR CIRCULAR ADJUSTMENT SECTION T SLAB TOP M W >•� 48 ", 54 ", 60", 72 ", 84" OR 96" WALL BASE MAXIMUM BASE REINFORCING S EEL DISTANCE �' ► 'THICKNESS THICF�INESS KNOCKOUT BETWEEN � in /ft IN EACH DIRECTIPN �:, . a MORTAR (TYP.) ; SIDE KNOCKOUTS � INTEGRAL SEPARATE i a • > ' I S I _ EPS OR 1 696 , 0.15 {0�.2¢�3g LADDER__ ../,t..RS _ ».._._. ,_._„_..._...- ...L218_.,_..__...,.A.,_,._._.. _..tR _... 2_.__ ..,._.....__..�s4.,_.__..,..w.. ._....._._...,........�. 3. s:8 ._...........__._...,.. »6l.'1 aT �,... »..,......,. 1� 5 4$I_.. 80.25_ 0.25 699 3'° 60`° I 1211 0.24 0.35 389 12" 84" ._ 'I2" 0.29 0.39 i o • 9 2 S' II MAX. X. v; REINFORCING STEEL �.._ _.,..._ _...._._._ „w___._..._.__, _ _,.._._ ,_._ PT MORTAR I'll � � � CDs, • ____ _...1___....._..._.__..._._..._ ,----- .------------ "O” RING _ _ ___.,..._ »_ ._ _ ._„ .__ _ . _.... _ _____. _ _ . _...__ I GRAVEL BACKFILL FOR 12" I PIPE ZONE BEDDING �. 10" 9„ —8-3/4' 1-1/4 1/2 J Ll-� IL .. No 60" MA NOT TO SCALE " SQUARES SPACED — 3/4" INDICATED — HT. 1/8 $1 4/1/2004 ADDED W DIAMETER do MAX. HEIGHT 88 DATE REVISION BY 1/2 $) - 12$00 RAISE-1/2 WIDE BORDER FIBER PACKI� 5/8" 2 �/8" 4„ CAST IRON RING AND COVER NOTE: IN UNIMPROVED AREAS POUR 1' -0" THICK 2' -0" SQUARE CONCRETE, CLASS 3000, PAD AROUND RING AND COVER. IN ASPHALT ROADWAYS RESTORE AROUND CLEANOUT RING AND COVER AS REQUIRED BY STANDARD DETAIL DRAWING BR36. 45° (1/8) PIPE MATERIAL AS SPECIFIED BY THE ENGINEER WSDOT STD. PLAN e), —n„ PLUG TO BE SEALED IN SAME MANNER AS MAIN SEWER JOINTS. 10/17/96 DATE Added notes. REVISION 4 DCV BY AG APPR'D C LEAN 0 UT NOT TO SCALE BACKFILL MATERIAL (SEE NOTE 5) CONCRETE CLASS C (SEE NOTE 8) FOUNDATION LEVEL W (SEE NOTE 4) —1- l I i' (CLASS A DESIGN) • -� • W (SEE NOTE 4) LIMITS OF PIPE ZONE _ BACKFILL MATERIAL ___________. -------- ___I� (SEE NOTE 5) — 6" I I BEDDING MATERIAL FOR RIGID PIPE C I L (SEE NOTE 6) - .__.ter FOUNDATION LEVEL ' —� A (CLASS B, C, D, DESIGN) BEDDING FOR RIGID PIPE W (SEE NOTE 4) LIMITS OF PIPE ZONE V, 0 BEDDING MATERIAL FOR FLEXIBLE PIPE B (SEE NOTE 7) FOUNDATION LEVEL � A ------------------------- (CLASS F DESIGN) BEDDING FOR FLEXIBLE PIPE CONCRETE CLASS 3000 —4-3/4 $$ INCH OR 8 INCH CL AITT-- -OU'T" ADOPTED CITY OF RENTON STANDARD -11:11-ANS LST DATE: 12/96 DWG. NAME: BW18B WSDOT STD. C2910504 SP PAGE: B076 NOTES: 1. PROVIDE UNIFORM SUPPORT UNDER BARREL. 2. HAND TAMP UNDER HAUNCHES. 3. COMPACT BEDDING MATERIAL TO 95% MAX. DENSITY EXCEPT DIRECTLY OVER PIPE. HAND TAMP ONLY. 4. SEE "EXCAVATION AND PREPARATION OF TRENCH" IN THE SANITARY SEWERS SECTION OF THE STANDARD SPECIFICTATIONS FOR TRENCH WIDTH "W" AND TRENCHING OPTIONS. THE PIPE ZONE WILL BE THE ACTUAL TRENCH WIDTH, EXCEPT FOR CLASS A BEDDING. THE MINIMUM CONCRETE WIDTH SHALL BE 1-1/2 I.D. + 18 ". 5. TRENCH BACKFILL SHALL CONFORM TO "BACKFILLING SEWER TRENCHES" IN THE SANITARY SEWERS SECTION OF THE STANDARD SPECIFICATIONS, EXCEPT THAT ROCKS OR LUMPS LARGER THAN 1" PER FOOT OF PIPE DIAMETER SHALL NOT BE USED IN THE BACKFILL MATERIAL. 6. SEE "BEDDING MATERIAL FOR RIGID PIPE" IN THE AGGREGATES SECTION OF THE STANDARD SPECIFICATIONS FOR THE MATERIAL SPECIFICATIONS. 7. SEE "BEDDING MATERIAL FOR FLEXIBLE PIPE" IN THE AGGREGATES SECTION OF STANDARD SPECIFICATION FOR THE MATERIAL SPECIFICATIONS 8. PIPE MUST BE ANCHORED IN SUCH A MANER AS TO ENSURE FLOW LINE IS MAINTAINED. * A = 4" MIN. 27" I.D. AND UNDER 6" MIN. OVER 27" I.D. 4 -4 -97 BEDDING CLASS DESIGN DIMENSION mm A CLASS A 4" MIN. 1/4 I.D. 12" MAX. CLASS B * CLASS C * CLASS D ZERO _ CLASS F _ B 1/4 O.D. 1/2 O.D. 1/8 O.D. ZERO O.D. C — 3/4 O.D. _ 1/2 O.D. 1/8 O.D. O.D. * A = 4" MIN. 27" I.D. AND UNDER 6" MIN. OVER 27" I.D. 4 -4 -97 Corrected note 4 DCV DT 2 -21 -91 Revised notes, 4,5,7,& 8. Added note 6 KJ — — — — DATE REVISION BY APPR'D DWG. NAME: BW 18C NTO N STD. PLAN SP PAGE 8077 SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE ACCEPTABILITY " "` — BOEING 10 -080 HUB RECORD DRAWING J# 140898 -01 RFA RF 06.29.07 THIS DESIGN AND /OR - — SANITARY SEWER DETAILS J# 140898 -01 SPECIFICATION IS APPROVED TITLE SHEET ®�, ® APPROVED BY DEPT. DATE 10 -080 HUB SHELL & UTILITY SEPARATION 0504 CHEC D PROVED BUILDING 10-080 HUB JOB NO. J# 140898 -01 COMP NO. APPROVED CIVIL MASTER RENTON, WA DWG NO. 10- 080 —0504