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Home My WebLink AboutWWP2703876.3A B c D F F G H N In 0 O N CD C J O / ci 3 4 VII' (SEE NOTE ?) UMTS OF PIPE ZONE ;4 MATERIAL FOR SEWER PIPE. E 5 O� DE OF' PIPE ON L-VEL 6A y� BEDDING FOR SANITARY SEVER PIPE 1, PROVIDE UNIFORM SUPPORT SUNDER BARREL... 2. HAND TAMP UNDER HAUNCHES. 3. COMPACT BEDDING MATERIAL TO 95Z MAX, DENSITY EXCEPT DIRECTLY OVER PIPE. HAND TAMP ONLY, 4. PIPE INSTALLATION SHALL BE PER SECTION 7-08 CIF' THE STANDARD SPECIFICATIONS, 5, PIPE ZONE MATERIAL SHALL BE PER SECTION °9-_03.12(3)' Of THE STANDARD SPECIFICATIONS OR PEA GRAVEL. E< PIPE MUST BE ANCHORED 1N SUCH A MANNER AS TO ENSURE FLOW LINE IS MAINTAINED, 7. TRENCH WIDTH SHALT. BE PER SECTION 2-09.4 OF THE STANDARD SPEORCATIONS. PUBUCWCRK5 PIPE BEDDING DEPARTMENT FOR SANITARY SEWERS CITY OF RENTON PIPE BEDDING DETAIL CITY OF RENTON STANDARD DETAILS BOLTHOLES 3 PLCS EQUALLY SPACE- 120' APART ON 23 1/16' (586rnm) DIA B,C; (SEE DETA?L) COVER BOTTOM VIEW COVER & FRAME PLAN VIEW' 25' DIA 1635riml it BLT SDC (ALLS\ HEAD) 3/4' 25mm] 5/8" 11 X 1 5 SS CRUBBER WASHER 2117 8 3/4' 2 1/2' 1222mm] 164mm] TYP COVER SECTION VIEW EON BOLTING DETAIL 26 1/2' DIA Cb73enP) 25 1/4' DIA C641 ro] 1 1/16" i/4` AJ 11/16' 114' (6r�n) DIACz7C27mro7 NEOPRENEGASKET 6 1/8'C152nn] C3rn] 5/8' J 23 3/8' DIA CL OPEN_ CR3r+r C16nm] C594MM] GASKET GROOVEDETAIL 27 5116' DIA ---- :694.,1 34 1/-8" DIA C867 nm] NOTES• FRAME SECTION VIEW 1. AL'_ COVERS SHALL BE LOCKING LID PER EAST = AN `I WORKS INC. No. 3717C1 OR EQUAL. 2. p AND COVER FDR STORM (SPECIFY M), SANITARY (SPECIFY "SI=i,. Ji< WATER (SPECIFY "WATER PUELTC WORKS M. PLAN - 401 + . MANFIOLE FRAME AND COVER. DEPARTMENT _. BECEMHER 2008 6 NUT TO SCALE 7 9 10 I- -EX. SEWER MAIN 11 PROPER'Y LINE ...---SPOIL (d..*HM AS NEEDED) MT- G l B. SEWER STUBS JTURE •S I P4` 9iOE SEWER 3'- _ n 2 g e° STUD MARKING POST PAINTED . WEP. MAN' 9{ B". TEE 6 CAP / WHITE WITH THE WORD 'SEWER' STENCILED IN 3" .HIGH (LACK LETTERS AND 0 MIRE I WRAPPED AROUND THE STUD AND �e 1 "TENDED 1i0 THE TOP OF THE STUD qVb COUP3.1,4G (3-YP,) -G'XG'X8. SURFACE CLEANOUT WITH CAST IRONS RING AND COVER I (EAST JGRDAN :RON WORKS PRODUCT NO 00307502 OR ^ APPROVED EQUAL; SPECIF`` SEV," ON LID), (SEE STD, PLAN 403A FOR INSTALLATION) I Hamm------ I t JM EAG'6E THREADED CLEAN -OUT ADAPTER HUB i ...�.� SEND AS & PLUG (OR APPROVED EQUAL) REQUIRED EXISTING SANITARY _�----ry i SEWER MAIN 2.0�MN, OP ---.--�""" FUTURE 4' SIDE SEWER well W@WFJT S1iiB � 61X61X6' W1E FUTURE B"x 4" REDUCER .. SEWER MAIN .SIZE x. 5 TEE APIA£ kRSiS EntI,R,F act Slf)E SEERD9Ti13c1"TiQ£i5 TD zl4nraxER Marra A. YTRIFIED CLAY MAIN - CUT IN A: NEW PVC "TEE' USING ' 4OPdG- ACK' FLEXIBLE COUPLINGS (FFRNCO ON APPROVED EQUAL), 0. CONCRETE MAIN - 010 IN A NEW PVC 'TEE' USING 'STRONG, --BACK" F-EXiSU COUPLINGS (FERNCO OR APPROVED EQUAL): C. PVC &. CSOO PVC MAIN - CUT IN NEW TEE USING FOOD COUPUNDS OR CORI ,DRILLED I;'ASii A ROMAC SADDLE. (OR APPROVED EQUAL), D,DUCTILE IRON MAIN CORE-EEIMLLED WITH A ROMAC SADDLE (OR APPROVED EQUAL) I° MANHOLE CONNECTOR -- ALL CONNECTIONS TO MANHOLES SHALL. BE AT MAN,)FACTT RED KNOCK -BUTS OR THE STRUCTURE SHALL BE CORE -DRILLED; 3000 PS ►iI}fo CONCRETE SLOCIme �o LQE OR 6" TEE HORIZONTAL WMiPt.. 'SEWER SEWER MAIN MAIN rcE ar�Al� RET �s• auo Aa^ F�'�aI anc ccwe�I Nit L, UNLESS OTHERWISE SHOW ON PLAN. S;L3E SEWER SHALL HAVE A MINIMQM 2.5' COVER AT PROPERTY UNE OR 3-5' LOWER TFSAN THE LOWEST NOISE ELEVATION, WHICHEVER IS LOWS-K STANDARD SIDE SEWER STD. at ' 406.1 PUBLIC WORKS DEPARTMENT INSTALLATION a _ (SEWER MAIN TO PROPERTY LINE) 12 13 14 e R/W 1 SURFACE CLEANOUT WI CAST IRON RING AND OYES$ I I (EAST JORDAN IRON VIORKS PRODUCT NO, 00367502 OR APPROVED EQUAL, SPECIFY 'SEWER' ON LID) (SEE STD. ELAN 403.1 I { FOR INSTALLATION) 1 re ... - �7-1- _.®._........,_....... ..F.,..... IJM EAGLE THREADM L' C.EAN-OUT R STUB r 1 (' To ADAPTER HUBE �S PLUG CP SEWER MAIN' ` APPR04T (eSTINs)SANTARY WYE� r 4" BEND AS REQUIRED - (NOT TO EXCEED 45`) d{ Lit PROPOSED E,„ SEWER STUB SEWER MAIN SIZE X 6" ?FEE 'PROPOSED SEWER MAIN PUBLIC WORKS DEPARTMENT Typic FOR x r CITY or eeHToH STANDARD DETAILS NTS CITY OF RENTON SIDE SEWER DETAIL2 MAN -HOLE FRAME AND COVER SEE STD, PLAN 401 ADJUSTMENT RINGS `2" MIN.) SEE NOTE 6 MORTAR JOINTS) (3/8" MIN,) SEE NOTE' 5 CONE (ECCENTRIC) RUBBER GASKETED JOINTS IN ACCORDANCE WITH ASTM C-443 STEPS POLYPROPYLENE STEPS SHALL BE INCLUDED CONCRETE RISER BY PIPE INC., OR APPROVED EQUAL. LADDER -POLYPROPYLENE SHALL BE ATTACHED TO MANHOLE MAX. PIPE SIZE - 'E' CONCRETE SHELF PRECAST BASE SECTION OR CAST IN SHELF. d8„ MH A. ---48" - ,o:, P --6" MIN. ,c, 5"MIN �4" ,E, 21„ D. 54, MH 54' S" MIN. 5" MIN, 24„ 24" LID, 60" MN 8" I6fN. I D. N O TES; 1. STEPS TO BE P " STEPS. 2. STEPS ARE TO 4ANHOLE SECTIONS ARE INSTALLED. 3. CASTING SHALL 401 4. MANHOLE SECT NFORCED PRECAST CONCRETE 5. ALL JOINTS BFTN ,-I, RISER P ^c BRICKS AND CASTING SHALL BE GROUTED. 6, ADJUSTMENT OF THE CA' GRA BF ACCOMPLISHED WITH A COMBINATION OF ADJUSTMENT RINGS, BRIE 4r. BRICKS SHALL BE STAGGERED TO CREATE A.RUNNING BOND OR 1 /2 BOND. THE 31 T ED. 7. SANITARY SEWER MANHOLt:a BHA A,E TFROR SURFACES, INCLUDING CHANNELING, COATED (SEALED) WITH A HIGH' SOLIDS'URf AN€ COATING; WASSER MC AROSHIELD OR APPROVED EQUAL; COLOR OF COATING SHA_� BE 'WHITE. S. RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE WITH ASTM C-443, 9. CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 OF THE INSIDE DIAMETER OF THE LARGEST PIPE. 10. CONNECTIONS` TO MANHOLE SHALL BE MADE USING GPK ADAPTOR, K'OR-N-SEAL_ BOOTS OR APPROVED EQUAL. 11. IN UNIMPROVED AREAS, ti'ALL EXTEr, MI' A MAXIMUM OF 12" ABOVE FINISHED GRADE A; INI� RINGS POURED .AT GRADE. IN PAVED AREAS, CC G: PUBLIC WORKS SM. PLAN - 400.1 1` DEPARTMENT STANDARD SANITARY MAP,- SEPTEMBER 2011 CITY OF RENTON SANITARY SEWER MANHOLE DETAIL CITY OF RENTON STANDARD DETAILS 1505 Westlake Ave. N. T (206) 522-9510 Suite 305 F (206) 522-8344 Seattle, WA 98109 www.PAcLAND.com NTS e- A �Y,9 k' A i Q !,. ` .4 E 1!4.�iApproved by: '' i Approved by. r Approved by. fis r:. Approved by. LXFANUAbLL FOAM sTER TIGHT UG PIPE MATERIAL AS SPECIFIED BY THE ENGINEER' BEND NOTES, 1. B" AND 6'° CLEANOUTS ON SEWER MAINS SHALL B SON WORKS, INC. No. 3695 OR EQUAL. CLEAN OUT SHALL BE A WA 2: IN UNIMPROVED AREAS, POJR' A 1°-0" THICK, 2'-0" SQUARE CONCRETE, GLASS 3000, PAD AROUND THE RING AND COVER. ±�+ PUB1.1C WORKS $ OR 6 INCH CLEAN -OUT ffD. Pt - 403.1 / DEPARTMENT FOR SANITARY SEWER MAINS SEPTEMBER 2011 CITY OF RENTON SANITARY SEWER CLEAN -OUT DETAIL CITY OF RENTON STANDARD DETAILS 15 16 17 I 18 NW1/40FS19,T23 crry OF RENTON SANITARY SEWER NOTES 19 R51 1. ALL WORK AND WORK MATERIAL SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT AND THE LATEST EDITION OF THE WSDOT/APWA STANDARDS AND SPECIFICATIONS, AS APPROVED AND MODIFIED BY THE CITY OF RENTON IN THE RENTON STANDARD PLANS & SPECIFICATIONS. A SET OF APPROVED PLANS SHALL BE KEPT ON SITE AT ALL TIMES DURING CONSTRUCTION. 2. THE HOURS OF WORK IN THE STREET RIGHT OF WAY SHALL BE PER CITY SPECIFICATIONS ON WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT. AN APPROVED TRAFFIC CONTROL PLAN MUST BE OBTAINED PRIOR TO BEGINNING ANY WORK WITHIN PUBLIC RIGHT OF WAY, 3. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE. 4. A PRE -CONSTRUCTION CONFERENCE AND A 24 HOUR NOTICE SHALL BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION. (INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON.) IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PUBLIC WORKS INSPECTOR 24 HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION. 5. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE. 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION. 7. PLANS APPROVED BY THE CITY OF RENTON, PUBLIC WORKS DEPARTMENT SHALL TAKE PRECEDENCE OVER ALL OTHER PLANS. 8. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 9. THE CONTRACTOR SHALL PROVIDE THE 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. 10. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS WITH A LOOSE 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. 11. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAY SHALL BE BACKFILLED WITH CRUSHED ROCK AND MECHANICALLY COMPACTED UNLESS OTHERWISE APPROVED. 12. DATUM FOR VERTICAL CONTROL SHALL BE NORTH AMERICAN VERTICAL DATUM 1988 METERS, AND FOR HORIZONTAL CONTROL SHALL BE NORTH AMERICAN DATUM 1983/1991 METERS UNLESS OTHERWISE APPROVED BY THE CITY OF RENTON PUBLIC WORKS DEPARTMENT. REFERENCE BENCHMARK AND ELEVATIONS ARE NOTED ON THE PLANS. 13. 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. 14. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT AND THE LATEST EDITION OF THE WSDOT/APWA STANDARDS AND SPECIFICATIONS, AS APPROVED AND MODIFIED BY THE CITY OF RENTON IN THE RENTON STANDARD PLANS & SPECIFICATIONS. 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 INCHES ABOVE AND BELOW THE PIPE. 15. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETED ASTM D 3034, SDR 35, OR DUCTILE IRON CLASS 50, UNLESS OTHERWISE APPROVED BY THE WASTEWATER UTILITY. 16. IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCHES AND MAXIMUM 12 INCHES ABOVE FINISHED GRADE OR MUST HAVE MINIMUM 2' DIAMETER CONCRETE RING POURED AT GRADE. IN PAVED AREA, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. S=387603 CITY OF RENTON SURVEYED: SALE: / / VERTICAL: NAVD 1988 DATE: AS NOTED HORIZONTAL: NAD 1983/1991 �� 6 �� DESIGNED: HARDIE AVE SEWER EXTENSION FIELDBOOK: ------------------ Date-------- DRAWN: JAC RENTON ------------------ Date ---- _--_ CLF ONE IN SEWER DETAILS DATUM DRAWING N0: CHECKED: AT FULL SCALE Pannln Buidin PubIC Works Dept. RENTON WA IF NOT ONE INCH ------------------ Date-------- CHECKED:. SCALE ACCORDINGLY N 0. REVISION BY DATE A P P R APPROVED: SHEET: OF. ------------------ Date-------- 3 4 n� ' D 2 eDm �C� Z �M= W C o 77-0 z m cn 01 >