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Home My WebLink AboutWWP2703226.1SPACED - 3/4`. H T. 1/8" 10" 9" 8-3/4„ 5/8' L-7 7„�� I 7-3 4" 15' CAST IRON RING AND COVER NOTE: IN 0114 r'ROVED AREAS POUR 1'-0'° THICK -0' SQUARE CONCRETE, CLASS 3000, PAD ND R'"+G AND COVER. N ASPHALT ROADWAYS RESTORE AROUND CLEA.N<JUT RING `-ND COVER AS REQUIRED BY STANDARD Di AWING BR36. L_L MATERIAL ' �O-:, 5) I 1 RE-I'L :'i_ASS C (S- F NOTE' 8) FoUNDATWi _ VEL BA. .-'FILL MATERIAL (S NOTE 5) BEDDING MATERIAL FOR RIGID PIPE (SEE NOTE 6) FOUNDATION LEVEL BEDDING MATERIAL FOR FLEXIBLE PIPE (SEE NOTE 7) - FOUNDATION LEVEL Added notes. CONCRETE CLASS 3000 3/4" 12"0 FIBER PACKIP 45" (1 /8) PIPE MATERIAL AS SPECIFIED BY THE ENGINEER PLUG TO BE SEALED - IN SAME MANNER AS MAIN SEWER JOINTS. e TIi oR 8 TUMI CLEAN_n1i AMPTED Ili Or Fali EISr DATE 12/96 AG PP�RDWG. NAME: BW18B SP PAGE: B076 PPR No sEs: W (SEE NOTE 4) NITS OF PIPE ZONE PROVIDE UNIFORM SUPPORT UNDER BARREL. HAND TAMP UNDER HAUNCHES. 3. COMPACT BEDDING MATERIAL TO 95% MAX. DENSITY EXCEPT DIRECTLY OVER PIPE. HAND TAMP ONLY. 0 4. SEE "EXCAVATION AND PREPARATION OF TRENCH" IN THE SANITARY SEWERS SECTION OF THE STANDARD SPECIFICTATIONS FOR TRENCH WIDTH "W" AND TRENCHING OPTIONS. B THE PIPE ZONE WILL BE THE ACTUAL TRENCH WIDTH, EXCEPT FOR CLASS A ;;? •: '�4,'1 BEDDING. THE MINIMUM CONCRETE WIDTH SHALL BE 1-1/2 I.D. + 18". r f;:` (CLASS A DESIGN) 1 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. W (SEE NOTE 4) - LIMITS OF PIPE ZONE 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 6' STANDARD SPECIFICATION FOR THE MATERIAL SPECIFICATIONS. __� 100 8. PIPE MUST BE ANCHORED IN SUCH A MANER AS TO ENSURE FLOW LINE IS MAINTAINED. 11 (CLASS B, C, D, DESIGN) BEDDING FOR RIGID PIPE �-W (SEE NOTE 4) - LIMITS OF PIPE ZONE i o„ (CLASS F DESIGN) BEDDING FOR FLEXIBLE PIPE_ BEDDING CLASS DESIGN DIMENSION CLASS A CLASS B CLASS C CLASS D CLASS F A 4" MIN. 1 / 4 I.D. 12" MAX. * * ZERO 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. PIPE BEDDING FOR SANITARY SEWER ADOPTED arr or noli 8TANUM PLII= Uff DATIL 4/97 DCV DT notes KJ ---- DWG. NAME: BW18C SP PAGE: B077 BY PR I Engineering (,�,ning Surveying --� Penhallegon ,Associates Consulting Engineers, Inc. 750 Sixth Street South Kwww.aceenrs.comirkland, WA 98033 www.paceengrs.com 800-945-8408 FAX: 425 827-5043 PH: (4251 82.7-2014 ( ) \ i Kirkland Seattle ov wp - � -.I 1 N0. PROPERTY LINE 6'-0„ o I FUTURE 6" BUILDING SEWER PIPE BUILDING SEWER w z 2"x 4" STUD SERVICE MARKER �.Aii UPPER TEE WITH 6" SIDE OUTLET J PORTION WHITE ANS STENCIL ON SIDE WORDING "SEWER" WITH 3" HIGH BLACK LETTERS O AND #6 WIRE WRAPPED AROUND THE STUD AND 6" SIDE SEWER AND BUILDING SEWER a- EXTENDED TO THE TOP OF THE STUD. �I UNLESS OTHERWISE APPROVED BY THE CITY, MAKE TAP THROUGH CAST IRON SADDLE SECURED TO SEWER MAIN WITH STAINLESS STEEL BANDS WHEN CONNECTING NEW SIDE SEWERS TO EXISTING MAIN. 60" ALLOWABLE MAX. VITRIFIED CLAY, PLAIN AND REINFORCED CONCRETE; D1 PIPE AND C1 FOR CAST IRON PIPE PIPE SEWER MAINS ARE TO BE CORE DRILLED OR DUCTILE IRON PIPE. 1: 3: 5 MIX CONCRETE BLOCKING �PM�N 25 / G 0 CCN 2% MIN SLOPE \- 6" SIDE OUTLET TEE / T SEWER MAIN I 6" MIN. SEWER MAIN CONCRETE BLOCKING ANGLE OF TEE AT MAIN OVER 25 TYPICAL SIDE SEWER ELEVATION ELEVATION NOTE: UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE A MINIMUM 2.5' COVER AT PROPERTY LINE OR 3-5' LOWER THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER. PERMIT RESUBMITTAL REVISION Edited note. SURVEYED: DESIGNED: DRAWN: FP H FP H 1/10/051 JMB CHECKED: BY DATE I APPR APPROVED: JMB SCALE: STANDARD SIDE SEVER INSTALLATION (SEVER MAIN TO PROPERTY LINE) _- ADOPTED cart► or 121111 STA DAND PLM � - Tar DAM t 2/ae AGE 'PR DWG. NAME: BR39 SP PAGE: B078 ONE INCH I AT FULL SCALE it IF NOT ONE INCH SCALE ACCORDINGLY SAi SEVh,' NOTE'_-�; ;IONS 1. WORD tJERIAL IN CONFORMANCE vVl TE; _ ANC. SPECIa-ATION )F THE TON UTIL -EST EDITION OF THE WSDr .)ARDS AN CATION,' 2. -E HOUR`: :)¢ _ STREET RIC _)F-WAY SHALL S;: _i:; 0 8 TO 3:30 P.M. OE 'WE' _ASS OTHERWI- APPROVED IN WRI_ 'THE DEPARTMENT OF PU1= )i- .AT 235-2620. ALL STREET CLOSE. ?ARTIAL. OF - FULL, SHALL BE A 'BY THE DEPARTMENT OF PUBLIC PORK` OURS 9N ADVANCE. THE PARTMENT, FIRE DE�ARTMENT, ANC 3E NOTIF 24 HOURS IN AG 3. ALL CONSTI<SHALL BE IN ACCORDANCE WITH _ SPE�;,Fi IONS FOR MUNICIPAL. WORKS CONSTRUCTION" PREPARED B, STATE CHAPTER AMERI 1BLIC WORKS ASSOCIATION, LATES ` AND CITY OF RENTON ST;r SPECIFICATIONS. 4. ALL LOCATIL <<: OF EXISTING UTILITIES SHOWN ARc ,\, I -_ AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE ORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE. 5. A PRECONS . RUCTION CONFERENCE AND A 24 R NOTIC`� SHALL BE REQUIRES PRIOR TO STAR- NG NEW CONSTRUCTION. IT SHAI 3E THE CONTRACTOR'S RESPONSIBILITY 0 SECURE ALL NECESSARY PEPK PRIOR TO STARTING CONSTRUCTION. (INSPECTION WILL BE ACCOMP' BY A REPRESENTATIVE OF THE CITY OF RENTON). IT SHALL BE THE CONTRACTOR RESPONSIBILITY TO NOTIFY THE UTILITY DEPARTMENT 24 HOURS IN ADVE\NCE OF KFILLING ALL CONSTRUCTION 6. CONTRACTOR IS SOLELY RESPONSIBLE FOR FANS, METHODS AND SEQUENCES OF CONSTRUCTION AND FOR THE SA OF WORKERS AND OTHER; j!\ THE CONSTRUCTION SITE. 7. IT SHALL BE THE RESPONSIBILITY OF THE CON -<ACTOR TO OBTAIN STREET JSE AND ANY OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION, 8. PLANS APPROVED BY THE CITY OF RENTON, 9LIC WORKS DEPARTMENT SHALL TAKE PRECEDENCE OVER ALL OTHER PLANS. 9. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WH :. VER CONSTRUCTION IS IN PROGRESS. 10. THE CONTRACTOR SHALL PROVIDE 1-HE CITY OF RENTON WITH AN AS -BUILT DRAWING OF THE SANITARY SEWER SYSTEM WHICH HAS BEEN STAMPED AND SIGNED BY A LICENSED PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL SURVEYOR. 11. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS WITH A LOOS`= AVERAGE DEPTH OF 6 INCHES, MAXIMUM DEPTH OF 8 INCHES, THOROUGHLY TAMPING EACH LAYER TO 95 PERCENT OF MAXIMUM DENSITY, THESE COMPACTED LAYERS MUST EXTEND FOR ONE PIPE DIAMETER ON EACH SIDE OF THE PIPE OR TO THE SIDE OF THE TRENCH. MATERIALS TO COMPLETE THE FILL OVER PIPE SHALL BE THE SAME AS DESCRIBED. 12. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAY SHALL BE BACKFILLED WITH CRUSHED ROCK AND MECHANICALLY COMPACTED. CUTS INTO THE EXISTING ASPHALT SHALL BE NEATLINE CUT WITH St= IN A CONTINUOUS LINE. A TEMPORARY MIX PATCH MUST BE ?LACED IMMEDIATELY AFTER BACKFILL AND COMPACTION. A PERMANENT HOT MIX PATCH SHALL BE PLACED WITHIN TEN DAYS AND SHALL BE PER CITY OF RENTON CURRENT STANDARDS. 13. DATUM SHALL BE CITY OF RENTON, U.S.C. AND G.S.. 14. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED TO THE SATISFACTION OF THE DEPARTMENT FOR THE PREVENTION OF ON - SITE EROSION AFTER THE COMPLETION OF CONSTRUCTION 15. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A :71ROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH SECTION 7-02.3(1) OF THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE UNYIELDING BASE. PIPE BEDDING SHALL BE PEA GRAVEL 6" ABOVE AND BELOW THE PIPE. 16. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETED ASTM D 3034, SDR 35, OR DUCTILE IRON CLASS 50. 17. IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCH AND MAXIMUM 18 INCH ABOVE FINISHED GRADE. IN PAVED AREA, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. - 1P RECOMMENDED FOR APPROVAL BY DATE BY DATE BY DATE BY DATE VERTICAL NAVD .- >z CITY 0 F HORIZONTAL: NAD i983/183/1991 �► RENTON DATUM Planning/Building/Public Works Dept. Gregg Zimmerman P.E., Administrator v�4 0 w s� Call �w before you _ Qi ti O Q C Dig. f �6900 l�i�1792� 14 1- 8 0 0- 4 2 4- 5 5 5 5 ONAL ;� sSIONAL''11��✓ F UNDERGROUND SERVICE (USA) EXPIRES 05/26/05 EXPIRES 3/19/07 y MERRILL GARDENS AT RENTON CENTRE DAJUNE 20u y ANNEO APR 2 2 FIELDBOOK: PAGE: SANITARY SEWER DRAVANC2.3 NOTES & DETAILS SHEET: 12 OF: 15 Tie--tj�.�oo