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Home My WebLink AboutS-409002Z 0 CO Z W X W Ir W W U) CIA OR (SEE DETAIL) i 4 �A RE SEVER �+` COVER BOTTOM VIEW COVER 8 FRAME PLAN VIEW M� 2S DLL.-.H [635nP1 l 1' S/4, [z5µ) (3) BLT SDC (ALLEX HEAD) P-u x Is SS DUBBER MASHER [19nn1 JIJ1. B 3/4• L 2 1/2• 122an) E64nm TYP COVER SECTION VIEW EON BOLTING DETAIL [641nn1 1 LIMA 1/6m1• [ 1]nN 1/4• (6nn) DW r [2)nn] r 2 EDPREXEEDPREXE LWSXE [ J. IN vie' a5 nT v/ 23 3/8' CIA CL )PEN 1s9494Nn3 GASKET GROOVE DETAIL 27 5/16' DIP ,ue,nn, NOTES: FRAME SEC 10N VIEW 1. ALL COVERS SHAM BE LOCKING LID PER EAST "DAN IRON WORKS INC. No. 3717C1 OR EQUAL Z USE FRAME AND COVER FOR BRAD (SPECIFY "GRAIN" ON COVER), SANITARY (SPECIFY "SEWER"), OR WATER (SPECIFY "WATER J. PUBLIC WORKS @N. FLM -MOLE DEPAR'f16NT MANNOL! FRAM! AND COVETS DBC81®8R zone Not to SCUIe GVAABVAAA�AVOo��Cr NOTES 1. 5' NO a CLEAN -OUT RINGS AND COMERS ON S:xER MAINS SHALL BE EAST O MpAN IBM ROM$ INC. No. 0898 (PRODUCT NO. MMOM31 OR APPROLED EQUAL CIEµ GET SHALL BE A WATER ROUT ASSEMBLY. L IN UNIMPROVED µEA£ FOUR A I'-O" THICK. 2'-O' SQUARE CONCRETE MASS MD. AND µWHO ME RING µ0 (SHNR. PUBUCWORDS I 8" OR 6"CLEANOUT DEPARTMENT FOR SANITARY SEWER MAIN OFFE ENGINEERS 13932 SOUTHEAST 159TH PLACE RENTON, WASHINGTON 98055 PHONE: 425-260,3412 CONTACT: DARRELL OFFE, P.E. '`jam sRm MEAN I M EN uc ..-..-..-..-..-..-..-..- war DMHGM As XRGW) j (- " ONNEI WAXb NNRE 4' a SYhA C __ APE V, 4 r. 4• sTw MARGHc PWr FINISHED WOODI \g1REp AM TR x 6- RE F cAP , Um'.a1Rlf SFHED r UUMBASAV D I ED AROUND U ME PAIIND `W Ex1EUW 10 ME 1W OF M M. LHNNG tTW.I 1 � V WREAK (MANNER WIN CAST IRON RAN AD CONGA $41 BODYARAPPRON INN NWHS PRODUCT M IIIIRON TAX STALLAn9N) A ° I (RE PTO. A AANSSI SSIA i I _______________________r_•'F--�__- E EAYC MRcmEo MMI wmrtn we =MmBt an N nW (an BON) EM NW COMING MAWN rARr \3 6hAND SING `N 6'. 4 sac MAX e5M•u• wT BURNS r..• RFDMmH \.znm MAN as x 5' A vmRD MAV YIN - OUT W A NEW INC'TIV USIG'S1ROR0.BAw' ROOM COUPUNGS MMAO W .WR01ID EQUI I OORATE MAN - OUT Y A WOW P'F'Me HAW 1MNG-6A r FWIRE CO PUXCS (rtMW M WNOAD EWAU. C. PAR 6 CTW PW YN N NEW RE AWNG MOO CWPUX6 M BEE-OPLIA AM A WRAC SAME (W AIVRM4O GROUT O. MUM wax MAN - CORI INO MM A INNI Will ON IIFfiO.EO EW,a E. MANHOLE CU.WWMN - aA�5 TOY µNRa W z SHAM RE AT MUEACKNOCK-OUTS ME STRUCTURE WEECONE-pNXIDNo BG 2z_Mw aWR 4A RE HOROarr /E 6 MR SEWER v MAIN CONCRETE HUDOWING MOM XMI RUSE ROADW A A x.S OWNER AT PNXI THE w U-S AD ON9[ ¢[. SOMEiw_4R vWE UPWOR® THµ IS STANDARD SIDE SEWER Sro•°3 Pu6UC ROMSE DFPAgTMEM ARINT (SEWER MINSTALLATIONAIN 70 PROPERTY LINE( W (SEE NOTE 7) LIMITS OF PIPE ZONE oil BEDDING MATERIFORSSANITARY SEWEO.D. OF PIPE (SEE NOTE 5) FOUNDATION LE 6_ BEDDING FOR SANITARY SEWER PIPE NOTES I. PROWDE UNIFORM SUPPORT UNDER BARREL. 2 HAND TAMP UNDER HAUNCHES. 3. COMPACT BODING MATERIAL TO 9S MAX. DENSITY EXCEPT DIRECTLY OAR PIPE HAND TAMP ONLY. 4. PIPE INSTALLATION SHALL BE PER SECTION 7-011 OF ME STANDARD SPECIFICATIONS. 5. PIPE ZONE MATERIAL SHALL BE PER SECTION 9-03.12(ily OF TIE STANDARD SPECIFICATIONS OR PEA CRAWL. 6. PIPE MUST BE ANCHORED IN SUCH A MANNER AS TO ENSURE FLOW LINE IS MAINTAINED. 7. TRENCH WIDTH SHALL BE PER SECTOR 3-09.4 OF TIE STANDARD SPECIFICATIONS. PueUCwoNNs ®sm.PLAx-MM DEPAg1MExr NITADDING FOR! ANTARY SEWERS W 4;1')'avi0F�� FFSS O/NA�� 09/20/2 MANHOLE FANIE AND COMER 6' SEE $ID. PLAN 401 24�.. ADJUSTMENT RINGS 0' MIN.) 12" MAX SUE NOTE 6 MORTAR GOODS) (3/0" MIX.) BE NOR 5 CONE (EWmMIC) RUBBER GAMETED GENTS IN ACCORDANCE MTH ASIA C-443 •C STEPS - PaWRCPMILNE STEPS 6-1/2• SHALL BE INCLUDED 7• MIN. AA CONCRETE RISER BY PIPE INC.,L , OR APPROVED EQUAL 12" (TYP) HnDpER-PWmRDPnLTHE SHALL BE ATTACHED TO MANHOLE MAX. PIPE 9-'E' S CONCRETE SHELF 1% PRECAST BASE SECTION OR CAST IN S1Df. •TO BA T NOT SCALE' 'E' 46• MIN46" 6" MIR YMIN 24' MIN, 21' L. 54" MIN 54" 6" MIN. 5.5" MIN. 241' MIN. CEO I.D. 60" MH 60' 6" MIN. 8' MIN. 42' MIN. 30' I.D. HOME 1, STEPS M BE POLYPROPYLENE SAFETY STEPS, 2 STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS ARE INSTALLED. 3, CASTING SHALL BE PER STD. PLAN 401. C MANHOLE SECnMS TO BE OF REINFORCED PRECAST CONCRETE. 5. ALL JONTS BETWEEN TIE WINE. RISEN RINGS. BMCXS AND CASTING SHALL BE GROUTED, G. ApVSTMENT OF ME CASTNG TO GRADE SHALL BE ACCOMPLISHED WITH A COMBINATION OF ADJUSTMENT RINGS, DBMS AND MORTAR DEL)', BRICKS SHALL BE STAGGERED TO CREATE A RUNNING BOND OR 1/2 BOND. M I 7. SANITARY SEWER MANHOSASHAM HAVE IFNN INTERIOR SURFACE$ INCLUDING CHANNELING, BOATED (DIALECT AM A HIGH 5%U)S URETHANE COATING: WA55ER MC-MDSRELO OR APPROVED EQUAL: COLOR OF WATNG SHALL BE WHILE, B. RUBBER GASKETED PANTS SHALL BE IN CONFORMANCE WITH ASHM C-443. dµXEL HDPHT SHALL BE A MINIMUM OF 3/4 OF ME INSIDE DIAMETER OF ME LARGEST PIPE. 10. CONNECTIONS TO MANHOLE SHALL BE MAN USING WIN ADAPTOR, KCR-N-SEAL BOUTS OR APPROVED EQUAL. 11 IN NAPPING) AREAS, MANHOLES SHALL EXTEND A MINIMUM OF W AND A MAMMON OF Ir ABOVE FINISHED MADE W MUST HAVE A MINIMUM 2DIAMETER CONCRETE RINGS POURED AT GRADE. IN PAVE) AREAS, COMER MUST SLOPE IN ALL DIRECTONS TO MATCH PAVING. 1 - SOOT �® PUBLIC WORKS STANDARD SANITARY MYNNOLE +R DEPARTMENT 98PTEYBER 20tl AXIS MAP SURVEYING RWOMEN.CWAl NO HoI AND. L. OFFE, P.E. 1 REVISED PER CITY COMMENTS DATED 09/11/2019 DLO 091919 KW DATUM F NOT ONE INOU NO. REVISION BY DATE APPR ANNfiW: GDR: NoOl LY SANITARY SEWER NOTES AND SPECIFICATIONS 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 Deportment. 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 some 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 by 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. CITY OF ' RENTON Planning/Building/Public Works S-409002 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING TEWATER UTILITY Nathan Jandeln 09/30/2019 ®III Ann SFowler 09/30/2019 NE 1st STREET SEWER EXTENSION oe SAPPHIRE HOMES, INC. WASTEWATER DETAILS & NOTES Dept. 4912 NE 1st STREET RENTON, WASHINGTON u