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HomeMy WebLinkAboutWWP2703333.4I- 0 0 N i r r l� 0 Z o ¢ o i:i w ¢ < i (A p L� d p In v) 0- 0- w U O a w Q d� w �< z � O z cn O 111 U) w CD � Iz z _w LLJ z_ 3: Q w af cf) z 0 V I Q w 0 W 0 0 0 W o Z o c ¢ a - a z 0 L > w loll 9" 8-3/4 19 1-1 /4='l 1/2' F 2„ CAST IRON RING AND COVER 3/4" SQUARES SPACED - 3/4" AS INDICATED - HT. 1/8" RAISE-1 /2" WIDE BORDER 5/8" - 1 I„ 2-7/8 4 IN UNIMPROVED AREAS POUR 1'-O" 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. BACKFILL MATERIAL (SEE NOTE 5) CONCRETE CLASS C (SEE NOTE 8) FOUNDATION LEVEL BACKFILL MATERIAL (SEE NOTE 5) BEDDING MATERIAL FOR RIGID PIPE (SEE NOTE 6) — FOUNDATION LEVEL BEDDING FOR FLEXI (SEE NOT[ FOUNDATI( W (SEE NOTE 4) (CLASS A DESIGN) W (SEE NOTE 4) (CLASS B, C, D, DESIGN) BEDDING FOR RIGID PIPE RAINIER STATION -PHASE 1 THE SOUTHWEST QUARTER OF SECTION 7, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN CITY OF RENTON, KING COUNTY, WASHINGTON 697 C AT LIMITS OF PIPE ZONE C A OF PIPE ZONE PIPE MATERIAL AS SPECIFIED BY THE ENGINEER 2' - 0„ WWI, 45- (1/8' CONCRETE CLASS 3000 3 `4„ II 1 PLUG TO BE SEALED ---T— IN SAME MANNER AS II I MAIN SEWER JOINTS. 6 INCH OR 8 INCH CLEAN -OUT Y 0 ADOPTED CITY OF RENTON ♦ ML STANDARD PLANS IST DATE: 12/96 DWG. NAME: BW 18B 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. f 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. BEDDING CLASS DESIGN DIMENSION CLASS A CLASS B CLASS C CLASS D CLASS F A 4" MIN. 1 /4 I.D. 12" MAX. * * ZERO ZERO OR B 1/4 O.D. 1/2 O.D. 1/8 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. (CLASS F DESIGN) BEDDING FOR FLEXIBLE PIPE PIPE BEDDING FOR STORM/SANITARY SEWER NOT TO SCALE STANDARD PLAN NO. BW-18C A�otffiE IV OF AAS��� g• ��� Grote � vdA 34858 .� �ssj®NALG1 EXPIRES REUSE OF DOCUMENTS THIS DOCUMENT HAS BEEN SIGNED ELECTRONICALLY IN ACCORDANCE KITH WAC 196-23-070 AND CHAPTER 19.34 RCW. UNAUTHORIZED ALTERATION OF ANY OF THE INFORMATION ON THIS DOCUMENT WILL INVALIDATE THE DOCUMENT, MY CERTIFICATION AND SIGNATURE THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF AHRL AND IS NOT TO BE USED, IN MICE OR IN PART, FOR ANY OTHER PRO,ECT WHOUT THE MITTEN AUTHORIZATION OF AHD. RECOMMENDED FOR APPROVAL BY BY BY RECORD NOTE sivoa THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED ON INFORMATION SUBMITTED, IN PART, BY OTHERS, WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE, AHBL IS NOT RESPONSIBLE FOR ITS ACCURACY, OR ERROR OR OMISSIONS WHICH MAY HAVE BEEN INCORPORATED INTO THIS DOCUMENT AS A RESULT. THOSE RELYING ON THIS RECORD DOCUMENT ARE ADVISED TO OBTAIN INDEPENDENT VERIFICATION OF ITS ACCURACY BEFORE APPLYING IT FOR ANY PURPOSE. CHECKED FOR COMPLIANCE TO CITY STANDARDS DATE DATE DATE �0 C: -0-1 � ; Q co �C Cc 0 O N Lo Cc w I- r C4 0 �Lo cf)o vo _j Q �� - co .0 .c 0 co co 0 "e cd -) 0 Q cf) N 0) cc 6t z 0 VJ r J w F- Q w = O O N z m w W z U W o J � m Q s cn 1 uI o co d t cn '15 o y C Q C w swQw Mc� N Z E,cli L N CITY OF RENTON DEPARTMENT OF PUBLIC WORKS SEWER NOTES & DETAILS C3,2 DESIGNED: GCH DATE:07/03/06 DRAWN: GCH 1 AS-BUILTS MW 5/1/08 CHECKED: JMW SCALE: AS SHOWN NO. REVISION BY APPR. DATE APPROVED: DSREC:TUi EF PUBLIC WORKS a6, s-3333©tt FILE NAME. 203615-C3. FIELD BOOK" PAGEt SHEET: 11 OF:18 0 L0 M N