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Home My WebLink AboutS-363304Z O A z w X o' W 3 W N 5 Y z 0 0 U 1- w c0 a W U w CL a i 3 s 0 5 i EQUALLY SPACED 720' 20- .( APART 23 1/16' (58611n> DIA B.C. (SEE DETAIL) It COVER & FRAME A' PLAN VIEW [6nn1 r 127.1 1 I.--� 25' DIA. I C6351WO 1• 3/4• r E25..3 7 n91N 1I -L IL 54' MH ' a 3/4° 8' MIN. 2 Ile I 24 MIN. F• --�4- C222PI C64.n] TYP 1 8° MIN. COVER SECTION VIEW I 42° MIN, 1 26 1/2' DD E673eW0 25 1/4' DD EG41rn7 61.0 MA EKE GASKET 23 3/8' DIA CL OPEN [594MMI 27 5/16' DIA C694rWO 34 UW DIA [8671.4] FRAME SECTION VIEW COVER BOTTOM VIEW (3) ELT St (ALLEN FEAR 5/8' -11 X iS SS RUBBER WASHER IWIL EON BOLTING DETAIL NOTES: I. ALL COVERS SHALL BE LOCKING LID PER EAST JORDAN IRON WORKS INC. No. 3717C1 OR EQUAL 2. USE FRAME AND COVER FOR STORM (SPECIFY "BRAIN" ON COVER), SANITARY (SPECIFY •'SEWER"). OR WATER (SPECIFY "WATER "). PUBLIC Worm I . OW. rl -caw DEPARTMENT MANHOLE FRAME AND COVER DECEMBER 2008 7' 1 t NOT TO SCALE - MANHOLE 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 `RECAST BASE SECTION N CAST N SHELF. A' [27nN - [6nn1 r 127.1 1 -61 { 48° MN 1 48' nsa,Nl I 5'MIN -L ve• 54' MH GASKET GROOVE DETAIL NOTES: I. ALL COVERS SHALL BE LOCKING LID PER EAST JORDAN IRON WORKS INC. No. 3717C1 OR EQUAL 2. USE FRAME AND COVER FOR STORM (SPECIFY "BRAIN" ON COVER), SANITARY (SPECIFY •'SEWER"). OR WATER (SPECIFY "WATER "). PUBLIC Worm I . OW. rl -caw DEPARTMENT MANHOLE FRAME AND COVER DECEMBER 2008 7' 1 t NOT TO SCALE - MANHOLE 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 `RECAST BASE SECTION N CAST N SHELF. NOTES. 1. STEPS TO BE POLYPROPYLENE SAFETY STEPS. 2. STEPS ARE TO BE N PLACE BEFORE MANHOLE SECTIONS ARE INSTALLED. 3. CASTING SHALL BE PER STD. PUN 401. 4 MANHOLE SECTIONS 70 BE OF REINFORCED PRECAST CONCRETE _ 5. ALL JOINTS BETWEEN THE CONE, RISER RINGS, BRICKS AND CASTING SHALL BE GROUTED. 6. ADJUSTMENT OF THE CASTING TO GRADE SHALL BE ACCOYPUSTEED NTH A COMBINATION OF ADJUSTMENT RINGS BRICKS AND MORTAR OHL.L DRICKS SHALL BE STAGGERED TO CREATE A RUNNING BOND OR 1/2 BOND. ME USE QE SNNq I PROMMRTRTI 7. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR SURFACES, INCLUDING CHANNELING. COATED (SEALED) WITH A MGM SOLIDS URETHANE COATING: WASSER MC- ARDSHEID OR APPROVED EQUAL: COLOR OF COATING SHALL BE %NM a RUBBER GASKETED JOINTS SMALL BE IN CONFORMANCE WITH ASI11 C -443. S. CHANNEL HEIGHT STALL BE A MINIMUM OF 3/4 OF THE INSIDE DIAMETER OF THE LARGEST PIPE TO. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK ADAPTOR. KOR- N-SEAL DOOTS OR APPROVED EQUAL 11. IN UNIMPROVED AREA:, MANHOLES SHAD. ECIElID A MINIMUM OF r AND A MAXIMUM OF 12° ABOVE FINISHED GRADE OR MUST HAVE A MINIMUM 2- DIAMETER CONCRETE RINGS POURED AT GRADE. N PAVED AREAS COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING PUBIC WORKS SM. PI'/LN - 4001 a ' DEPARTMENT STANDARD SANITARY MANHOLE SEPTEMBER 2011 SW 1/4, NE 1/4 SECTION 15, TOWNSHIP 23 N., RANGE 5 E., W.M. EVERY iN0 Z4 LYEANOUT WYE WN - ON OR [JADE 45' BEND ANO PLUG IRFACE I ' V. its MORSE I HOOKE gl PRWEHIY THE. SWIM All 90' tUWI6 9MLL BE ACLgIgl51ED BY MEANS Qi M'E ND A 45' B4D, ltd IS' Boas 9IA A LL NOT BE ACGf➢TABLE HOUSE �I L7_ aYm PIPE I' 1FST 1FE WrN MYNn IMP@ $ PpR LUG FACE ION OTHER THAN M4 LE FAMILY E r TYFI FROPEDtt unE A' 8' C. W e 48° MN 1 48' 1 6- MN. I 5'MIN 24° MIN. 21' 1.0. 54' MH 54° 8' MIN. ID.D ° MN. I 24 MIN. 24° I.D. 60° MH 60' 1 8° MIN. 1 6 MIN, I 42° MIN, 1 1 30' I.D. NOTES. 1. STEPS TO BE POLYPROPYLENE SAFETY STEPS. 2. STEPS ARE TO BE N PLACE BEFORE MANHOLE SECTIONS ARE INSTALLED. 3. CASTING SHALL BE PER STD. PUN 401. 4 MANHOLE SECTIONS 70 BE OF REINFORCED PRECAST CONCRETE _ 5. ALL JOINTS BETWEEN THE CONE, RISER RINGS, BRICKS AND CASTING SHALL BE GROUTED. 6. ADJUSTMENT OF THE CASTING TO GRADE SHALL BE ACCOYPUSTEED NTH A COMBINATION OF ADJUSTMENT RINGS BRICKS AND MORTAR OHL.L DRICKS SHALL BE STAGGERED TO CREATE A RUNNING BOND OR 1/2 BOND. ME USE QE SNNq I PROMMRTRTI 7. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR SURFACES, INCLUDING CHANNELING. COATED (SEALED) WITH A MGM SOLIDS URETHANE COATING: WASSER MC- ARDSHEID OR APPROVED EQUAL: COLOR OF COATING SHALL BE %NM a RUBBER GASKETED JOINTS SMALL BE IN CONFORMANCE WITH ASI11 C -443. S. CHANNEL HEIGHT STALL BE A MINIMUM OF 3/4 OF THE INSIDE DIAMETER OF THE LARGEST PIPE TO. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK ADAPTOR. KOR- N-SEAL DOOTS OR APPROVED EQUAL 11. IN UNIMPROVED AREA:, MANHOLES SHAD. ECIElID A MINIMUM OF r AND A MAXIMUM OF 12° ABOVE FINISHED GRADE OR MUST HAVE A MINIMUM 2- DIAMETER CONCRETE RINGS POURED AT GRADE. N PAVED AREAS COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING PUBIC WORKS SM. PI'/LN - 4001 a ' DEPARTMENT STANDARD SANITARY MANHOLE SEPTEMBER 2011 SW 1/4, NE 1/4 SECTION 15, TOWNSHIP 23 N., RANGE 5 E., W.M. EVERY iN0 Z4 LYEANOUT WYE WN - ON OR [JADE 45' BEND ANO PLUG IRFACE I ' V. its MORSE I HOOKE gl PRWEHIY THE. SWIM All 90' tUWI6 9MLL BE ACLgIgl51ED BY MEANS Qi M'E ND A 45' B4D, ltd IS' Boas 9IA A LL NOT BE ACGf➢TABLE HOUSE �I L7_ aYm PIPE I' 1FST 1FE WrN MYNn IMP@ $ PpR LUG FACE ION OTHER THAN M4 LE FAMILY E r TYFI FROPEDtt unE T F ennm a6ce a octIlep rthI„bm�PdIaMN eHnlm aPn t e Wt ( mMeNbe1 ah TA6) m a, b aabnn y a u1. N0 w6m.a1.. I,W n9m em 0 . o 9 a 9 9. £A 2 a q 0 a R 7. Al SWeq and OR '21 g U a m M . Pm ri- e ~ NA mnlam to Bn rmst cant U tMaellm I g' cop o4 0�_ tpulranmM m n the Rs stm4 Or..kw m _ `YP •fiknj 33 X At III ®wt ma .W w.ae Mrm nma WGmg Yr m H�9 >y a aasmmw rilh e1myAM Jr0.K19 40s z�9 i °m 10. live Vbl be a mEWmen 10 root 1"11 Ed WI II o m smiby" se.e. aM pus seNas mA a mYAmlp 5 feet 0 0 o V lA rParatim belveal aalltaY .Ne eswa ao! DL aUa CALL FOR LOCATIONS BEFORE YOU DIG 48HR LOCATORS 1- 800 -424 -5555 PUBLIC WORKS TYPICAL BUILDING SEWER 3M. MEN - 40842 a a DEPARTMENT FROM PROPERTY LINE TO $ BUILDING CONNECTION SEPTEMBER 2011 W (SEE NOTE 4) BEDDING MATERIAL FOR SANITARY SEWER PIPE (SEE NOTE 6) -� FOUNDATION LEVEL LIMITS OF PIPE ZONE t' T0" OF PIPE BEDDING FOR SANITARY SEWER PIPE 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 SEWER SECTION OF THE STANDARD SPECIFICATIONS FOR TRENCH 'MOTH "w' AND TRENCHING OPTIONS THE PIPE ZONE WILL BE THE ACTUAL TRENCH WIDTH. S. TRENCH BACKFILL SHALL CONFORM TO "BACKFILLING° IN THE SANITARY SEWER 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. PIPE ZONE MATERIAL SHALL BE "GRAVEL BACKFILL FOR DRAINS' AS SPECIFIED IN THE AGGREGATES SECTION OF THE STANDARD SPECIFICATIONS. 7. PIPE MUST BE ANCHORED IN SUCH A. MANNER AS TO ENSURE FLOW LINE IS MAINTAINED. PUBLIC WORKS I PIPE BEDDING STD' PLAN - 405 DEPARTMENT FOR SANITARY a EWERS MARCH 2008 NO. REVISION 6" BIALONG S PPE BBUILDING DIIN EWER NG SEWER u _ _ -TEE WITH F' SIDE OUTLET - �I 6'%6'X6• WTE \2 "x 4" STUD MARKING POST PANTED � SURFACE CIEANOUT WITH WHITE "IN THE WORD -SEWER- STENCILED CAST RRON TEND h COYER N 3 -MGM BLACK L£1TER5 AND #6 "RE (EAST JORDAN NON WORKS 'WRAPPED AROUND THE STUD AND a '1975 OR APPROYTD EOl/V, EXTENDED TO THE 70P OF THE STUD. S'EOFY 'SEWER' ON LED, 6" SIRE SEWER AN SEE STD. PLAN 403.1 FOR INSTALLARDI) ACCEPTABLE PROCEDLR(ES FOR SIDE SEWIIt CONNECT,,S TO MAW LINES ARE AS FOLLOWS: A MIRFED CLAY MAN'- CUT N A NEW TEE USING FLEXIBLE COUPLINGS (FU NCO OR APPROVED EQUAL). & CONCRErE MAIN - CORE - DRILLED WITH A ROMAC SADDE (Oft APPROVED EQUAL). G PVC MAIN - CORE- DRILLID WITH A ROMAC SADDLE (OR APPROVED MAL) OR MY W A NEW TEE USING MM CQUPUNG9. D. WCDLE IRO! MAN - CORE- DPoLLED WTTN A ROMAC SADDLE (OR APPROVED EQUAL) E MAN"XE CONNECTION - ALL CONNECTIONS TO MANHOLES SHALL BE AT MANUFACTURED KNOCK -OUTS ON THE STRUCTURE SHALL BE CORE-DRILLED. 60" ALLOWABLE MAX. FOR CAST IRON PIPE OR DUCTILE IRON PIPE. 1:3:5 MIX p5 CONCRE E BLOCKING S4Y* N g5 YB 6" SIDE OUTLET TEE 6" CONCRETE BLOCKING E OF TFF AT MAIN OVER 95 ELEVATION NOTE: UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE A MINIMUM 25' COVER AT PROPERTY LINE OR 3-5' LOWER THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER. FOE SLOPE PUBLIC WORKS STANDARD SIDE SEWER SM. PEN - 4084 DEPARTMENT INSTALLATION (SEWER MAIN TO PROPERTY LINE) SEPTEMBER 2011 ,'0ERGROUND PLII LOCATION BASED ON SURE A CC FE:.TU.RES. ACTUAL LCCATTON MAY VARY. C x N1'IRM fHAT THE LOCATIONS, ELEVATIONS D PIHS. AND AS -BUD.T .'S'NTS RI?FLECIDIG MAMMALS ACTIOALL.1 LIED DUR[NO r V 'TRLILTION, ACCURA'rBLY REPI.ECCS E J -: '' 3 PELLD CONDr1TONS AS u::TLP,'SLN4D 13Y }}IE RUNDER MY DIRL•'?S;ii'E!:7;£ION O;d THIS nATE CHECKED FOR COMPLIANCE TO CITY STANDARDS Date Date RECOMMENDED FOR APPROVAL BY BY BY AS SHOWN `--1 CITY OF RENTON tla WOl DATUM Planning /Building /Public Works Dept. cWE Aolmv C(` {3.5 - 3633�J Utility Specifications Sanitary Sewer Notes and Specifications THESE NOTES SHALL APPEAR ON PROJECTS FOR THE WASTEWATER UTILITY. I. All work and work material shall be in Conformance with the standards and specifications of the City of Renton Planning /BUilding/Publk Works Department and the latest edition of the WSDOT /APWA Standards and Specifications, as approved and modifier by the City of Renton in the Renton Standard Plans & Specifications. A set of approved piers shall be kept on site at all times during GDnstrTUtion. 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 DepartiherlL 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 contadDes responsibility tb secure all necessary permits prior to starting Const ruction. (Inspection will be accomplished by a representative of the City of Renton.) It shall be the conbacWrs responsibility to notify the Public Works inspector 24 hours in advance of bacldilling all construction. S. Contractor is solely responsible for the means, methods and sequences of construction and fw 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 Chy 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. Badfill shall be placed equally on both skies 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 far one pipe diameter on each side of the pipe or to the side Of the tench. Materials to complete the fill over pipe shall be the same as described. 11. Open cut road crossings for utility bent hes on existing traveled roadway shall be backfilled with crushed rock and mechanically Compacted unless OUhervvI 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 OTT Ie 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 founda&xh 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 (color shall be green , or OLuctile 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 drections to match paving. 5- 363304 1 UALtY- MORROW- POBLETE, INC. S''00 726 AUBURN WAY N. A AUBURN, WASHINGTON 98002 /cFi PHONE: 253- 333 -2200, FAX: 253- 333 -2206 0 z 3352( ENGINEERING - SURVEYING S T E 6\ LAND PLANNING L E� incorPO�acad MAY. 2, 2012 SE. 2ND ST. SANITARY SEWER NOTES AND DETAILStp6ss • OR 'z 1 N Ny rn 1 W a w W NOTES: ".p arrlw at qnp tW cane SYS se.a eM AIb NaW Fl%NRS MAMNG 1. R b i� 0 s�Y . cmnclbn. R alWe-a.s N WrmmW ken tlxe qty of Rehm (' s• -0" hwaa Do mat bolNF -ens caw mM WP1 M 9hm by the OOD UI RWS LOCATED BnDW THE eEVA1KN I E NF%T UPST EAW N UMQ E OO OF TIE cwt tits. Fh4 Q I N be s II aRa the If rd, IIII BIC SEYrR SYSTEM. A BACKI NGE VJcM AS OIEm C EXTENDAME 2 Tes of pbe eq 21 tmk hm D.m P MPW cot aM Hsd NN .m4 CKWATER VAVE W APPRDY7D MAL sIMLL FE Mm be a[Pa.4 by 0I Dap b e1 s. Inrtm ehas xw .nn r aWlhxp mw.. 1b" w..r i. aM..a k14XANY IAIEID. 9mleh m'IPa by the mmu(aaNS. Mm be 4 tM naua N wWet M anmm. RCOBIE COUPLING (FERNCD OR MAL) V - I A minkxen 9ratle m R (1/4' Da root) AW CIEANNUT MN 4• Pipe. H Ne F t 0 2X y04e m t 6e m b*eq the 4'k 4"x4" WYE > Ilxnt eNn a City el Re 9WJe I` M lam ma PRANG EnNW B• Pie at . Wade alx P Tot 6 BONN 4. Fa IRS m eMe ews, car 24 naW. F atlmm The LOW VJN ELEYABgR NW6E e+Pee6e1 Mme numbs 4 m ine roe 4.a pamiL Ste T F ennm a6ce a octIlep rthI„bm�PdIaMN eHnlm aPn t e Wt ( mMeNbe1 ah TA6) m a, b aabnn y a u1. N0 w6m.a1.. I,W n9m em 0 . o 9 a 9 9. £A 2 a q 0 a R 7. Al SWeq and OR '21 g U a m M . Pm ri- e ~ NA mnlam to Bn rmst cant U tMaellm I g' cop o4 0�_ tpulranmM m n the Rs stm4 Or..kw m _ `YP •fiknj 33 X At III ®wt ma .W w.ae Mrm nma WGmg Yr m H�9 >y a aasmmw rilh e1myAM Jr0.K19 40s z�9 i °m 10. live Vbl be a mEWmen 10 root 1"11 Ed WI II o m smiby" se.e. aM pus seNas mA a mYAmlp 5 feet 0 0 o V lA rParatim belveal aalltaY .Ne eswa ao! DL aUa CALL FOR LOCATIONS BEFORE YOU DIG 48HR LOCATORS 1- 800 -424 -5555 PUBLIC WORKS TYPICAL BUILDING SEWER 3M. MEN - 40842 a a DEPARTMENT FROM PROPERTY LINE TO $ BUILDING CONNECTION SEPTEMBER 2011 W (SEE NOTE 4) BEDDING MATERIAL FOR SANITARY SEWER PIPE (SEE NOTE 6) -� FOUNDATION LEVEL LIMITS OF PIPE ZONE t' T0" OF PIPE BEDDING FOR SANITARY SEWER PIPE 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 SEWER SECTION OF THE STANDARD SPECIFICATIONS FOR TRENCH 'MOTH "w' AND TRENCHING OPTIONS THE PIPE ZONE WILL BE THE ACTUAL TRENCH WIDTH. S. TRENCH BACKFILL SHALL CONFORM TO "BACKFILLING° IN THE SANITARY SEWER 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. PIPE ZONE MATERIAL SHALL BE "GRAVEL BACKFILL FOR DRAINS' AS SPECIFIED IN THE AGGREGATES SECTION OF THE STANDARD SPECIFICATIONS. 7. PIPE MUST BE ANCHORED IN SUCH A. MANNER AS TO ENSURE FLOW LINE IS MAINTAINED. PUBLIC WORKS I PIPE BEDDING STD' PLAN - 405 DEPARTMENT FOR SANITARY a EWERS MARCH 2008 NO. REVISION 6" BIALONG S PPE BBUILDING DIIN EWER NG SEWER u _ _ -TEE WITH F' SIDE OUTLET - �I 6'%6'X6• WTE \2 "x 4" STUD MARKING POST PANTED � SURFACE CIEANOUT WITH WHITE "IN THE WORD -SEWER- STENCILED CAST RRON TEND h COYER N 3 -MGM BLACK L£1TER5 AND #6 "RE (EAST JORDAN NON WORKS 'WRAPPED AROUND THE STUD AND a '1975 OR APPROYTD EOl/V, EXTENDED TO THE 70P OF THE STUD. S'EOFY 'SEWER' ON LED, 6" SIRE SEWER AN SEE STD. PLAN 403.1 FOR INSTALLARDI) ACCEPTABLE PROCEDLR(ES FOR SIDE SEWIIt CONNECT,,S TO MAW LINES ARE AS FOLLOWS: A MIRFED CLAY MAN'- CUT N A NEW TEE USING FLEXIBLE COUPLINGS (FU NCO OR APPROVED EQUAL). & CONCRErE MAIN - CORE - DRILLED WITH A ROMAC SADDE (Oft APPROVED EQUAL). G PVC MAIN - CORE- DRILLID WITH A ROMAC SADDLE (OR APPROVED MAL) OR MY W A NEW TEE USING MM CQUPUNG9. D. WCDLE IRO! MAN - CORE- DPoLLED WTTN A ROMAC SADDLE (OR APPROVED EQUAL) E MAN"XE CONNECTION - ALL CONNECTIONS TO MANHOLES SHALL BE AT MANUFACTURED KNOCK -OUTS ON THE STRUCTURE SHALL BE CORE-DRILLED. 60" ALLOWABLE MAX. FOR CAST IRON PIPE OR DUCTILE IRON PIPE. 1:3:5 MIX p5 CONCRE E BLOCKING S4Y* N g5 YB 6" SIDE OUTLET TEE 6" CONCRETE BLOCKING E OF TFF AT MAIN OVER 95 ELEVATION NOTE: UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE A MINIMUM 25' COVER AT PROPERTY LINE OR 3-5' LOWER THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER. FOE SLOPE PUBLIC WORKS STANDARD SIDE SEWER SM. PEN - 4084 DEPARTMENT INSTALLATION (SEWER MAIN TO PROPERTY LINE) SEPTEMBER 2011 ,'0ERGROUND PLII LOCATION BASED ON SURE A CC FE:.TU.RES. ACTUAL LCCATTON MAY VARY. C x N1'IRM fHAT THE LOCATIONS, ELEVATIONS D PIHS. AND AS -BUD.T .'S'NTS RI?FLECIDIG MAMMALS ACTIOALL.1 LIED DUR[NO r V 'TRLILTION, ACCURA'rBLY REPI.ECCS E J -: '' 3 PELLD CONDr1TONS AS u::TLP,'SLN4D 13Y }}IE RUNDER MY DIRL•'?S;ii'E!:7;£ION O;d THIS nATE CHECKED FOR COMPLIANCE TO CITY STANDARDS Date Date RECOMMENDED FOR APPROVAL BY BY BY AS SHOWN `--1 CITY OF RENTON tla WOl DATUM Planning /Building /Public Works Dept. cWE Aolmv C(` {3.5 - 3633�J Utility Specifications Sanitary Sewer Notes and Specifications THESE NOTES SHALL APPEAR ON PROJECTS FOR THE WASTEWATER UTILITY. I. All work and work material shall be in Conformance with the standards and specifications of the City of Renton Planning /BUilding/Publk Works Department and the latest edition of the WSDOT /APWA Standards and Specifications, as approved and modifier by the City of Renton in the Renton Standard Plans & Specifications. A set of approved piers shall be kept on site at all times during GDnstrTUtion. 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 DepartiherlL 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 contadDes responsibility tb secure all necessary permits prior to starting Const ruction. (Inspection will be accomplished by a representative of the City of Renton.) It shall be the conbacWrs responsibility to notify the Public Works inspector 24 hours in advance of bacldilling all construction. S. Contractor is solely responsible for the means, methods and sequences of construction and fw 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 Chy 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. Badfill shall be placed equally on both skies 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 far one pipe diameter on each side of the pipe or to the side Of the tench. Materials to complete the fill over pipe shall be the same as described. 11. Open cut road crossings for utility bent hes on existing traveled roadway shall be backfilled with crushed rock and mechanically Compacted unless OUhervvI 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 OTT Ie 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 founda&xh 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 (color shall be green , or OLuctile 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 drections to match paving. 5- 363304 1 UALtY- MORROW- POBLETE, INC. S''00 726 AUBURN WAY N. A AUBURN, WASHINGTON 98002 /cFi PHONE: 253- 333 -2200, FAX: 253- 333 -2206 0 z 3352( ENGINEERING - SURVEYING S T E 6\ LAND PLANNING L E� incorPO�acad MAY. 2, 2012 SE. 2ND ST. SANITARY SEWER NOTES AND DETAILStp6ss • OR 'z 1 N Ny rn 1 W a w W meat be ready la III mL tW to m me ebm ".p arrlw at qnp tW cane SYS se.a eM AIb NaW be testa W CHI Yoke tN mmac}Im of 1M (' s• -0" hwaa Do mat bolNF -ens caw mM WP1 M 9hm by the DORI DRAW tits. Fh4 Q I N be s II aRa the If rd, IIII Y{• tmk hm D.m P MPW cot aM Hsd NN .m4 1D s -r s. Inrtm ehas xw .nn r aWlhxp mw.. 1b" w..r i. aM..a 4 tM naua N wWet M anmm. V - I G X aMe x.a .tab W M ammla iM ems .nm by T F ennm a6ce a octIlep rthI„bm�PdIaMN eHnlm aPn t e Wt ( mMeNbe1 ah TA6) m a, b aabnn y a u1. N0 w6m.a1.. I,W n9m em 0 . o 9 a 9 9. £A 2 a q 0 a R 7. Al SWeq and OR '21 g U a m M . Pm ri- e ~ NA mnlam to Bn rmst cant U tMaellm I g' cop o4 0�_ tpulranmM m n the Rs stm4 Or..kw m _ `YP •fiknj 33 X At III ®wt ma .W w.ae Mrm nma WGmg Yr m H�9 >y a aasmmw rilh e1myAM Jr0.K19 40s z�9 i °m 10. live Vbl be a mEWmen 10 root 1"11 Ed WI II o m smiby" se.e. aM pus seNas mA a mYAmlp 5 feet 0 0 o V lA rParatim belveal aalltaY .Ne eswa ao! DL aUa CALL FOR LOCATIONS BEFORE YOU DIG 48HR LOCATORS 1- 800 -424 -5555 PUBLIC WORKS TYPICAL BUILDING SEWER 3M. MEN - 40842 a a DEPARTMENT FROM PROPERTY LINE TO $ BUILDING CONNECTION SEPTEMBER 2011 W (SEE NOTE 4) BEDDING MATERIAL FOR SANITARY SEWER PIPE (SEE NOTE 6) -� FOUNDATION LEVEL LIMITS OF PIPE ZONE t' T0" OF PIPE BEDDING FOR SANITARY SEWER PIPE 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 SEWER SECTION OF THE STANDARD SPECIFICATIONS FOR TRENCH 'MOTH "w' AND TRENCHING OPTIONS THE PIPE ZONE WILL BE THE ACTUAL TRENCH WIDTH. S. TRENCH BACKFILL SHALL CONFORM TO "BACKFILLING° IN THE SANITARY SEWER 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. PIPE ZONE MATERIAL SHALL BE "GRAVEL BACKFILL FOR DRAINS' AS SPECIFIED IN THE AGGREGATES SECTION OF THE STANDARD SPECIFICATIONS. 7. PIPE MUST BE ANCHORED IN SUCH A. MANNER AS TO ENSURE FLOW LINE IS MAINTAINED. PUBLIC WORKS I PIPE BEDDING STD' PLAN - 405 DEPARTMENT FOR SANITARY a EWERS MARCH 2008 NO. REVISION 6" BIALONG S PPE BBUILDING DIIN EWER NG SEWER u _ _ -TEE WITH F' SIDE OUTLET - �I 6'%6'X6• WTE \2 "x 4" STUD MARKING POST PANTED � SURFACE CIEANOUT WITH WHITE "IN THE WORD -SEWER- STENCILED CAST RRON TEND h COYER N 3 -MGM BLACK L£1TER5 AND #6 "RE (EAST JORDAN NON WORKS 'WRAPPED AROUND THE STUD AND a '1975 OR APPROYTD EOl/V, EXTENDED TO THE 70P OF THE STUD. S'EOFY 'SEWER' ON LED, 6" SIRE SEWER AN SEE STD. PLAN 403.1 FOR INSTALLARDI) ACCEPTABLE PROCEDLR(ES FOR SIDE SEWIIt CONNECT,,S TO MAW LINES ARE AS FOLLOWS: A MIRFED CLAY MAN'- CUT N A NEW TEE USING FLEXIBLE COUPLINGS (FU NCO OR APPROVED EQUAL). & CONCRErE MAIN - CORE - DRILLED WITH A ROMAC SADDE (Oft APPROVED EQUAL). G PVC MAIN - CORE- DRILLID WITH A ROMAC SADDLE (OR APPROVED MAL) OR MY W A NEW TEE USING MM CQUPUNG9. D. WCDLE IRO! MAN - CORE- DPoLLED WTTN A ROMAC SADDLE (OR APPROVED EQUAL) E MAN"XE CONNECTION - ALL CONNECTIONS TO MANHOLES SHALL BE AT MANUFACTURED KNOCK -OUTS ON THE STRUCTURE SHALL BE CORE-DRILLED. 60" ALLOWABLE MAX. FOR CAST IRON PIPE OR DUCTILE IRON PIPE. 1:3:5 MIX p5 CONCRE E BLOCKING S4Y* N g5 YB 6" SIDE OUTLET TEE 6" CONCRETE BLOCKING E OF TFF AT MAIN OVER 95 ELEVATION NOTE: UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE A MINIMUM 25' COVER AT PROPERTY LINE OR 3-5' LOWER THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER. FOE SLOPE PUBLIC WORKS STANDARD SIDE SEWER SM. PEN - 4084 DEPARTMENT INSTALLATION (SEWER MAIN TO PROPERTY LINE) SEPTEMBER 2011 ,'0ERGROUND PLII LOCATION BASED ON SURE A CC FE:.TU.RES. ACTUAL LCCATTON MAY VARY. C x N1'IRM fHAT THE LOCATIONS, ELEVATIONS D PIHS. AND AS -BUD.T .'S'NTS RI?FLECIDIG MAMMALS ACTIOALL.1 LIED DUR[NO r V 'TRLILTION, ACCURA'rBLY REPI.ECCS E J -: '' 3 PELLD CONDr1TONS AS u::TLP,'SLN4D 13Y }}IE RUNDER MY DIRL•'?S;ii'E!:7;£ION O;d THIS nATE CHECKED FOR COMPLIANCE TO CITY STANDARDS Date Date RECOMMENDED FOR APPROVAL BY BY BY AS SHOWN `--1 CITY OF RENTON tla WOl DATUM Planning /Building /Public Works Dept. cWE Aolmv C(` {3.5 - 3633�J Utility Specifications Sanitary Sewer Notes and Specifications THESE NOTES SHALL APPEAR ON PROJECTS FOR THE WASTEWATER UTILITY. I. All work and work material shall be in Conformance with the standards and specifications of the City of Renton Planning /BUilding/Publk Works Department and the latest edition of the WSDOT /APWA Standards and Specifications, as approved and modifier by the City of Renton in the Renton Standard Plans & Specifications. A set of approved piers shall be kept on site at all times during GDnstrTUtion. 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 DepartiherlL 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 contadDes responsibility tb secure all necessary permits prior to starting Const ruction. (Inspection will be accomplished by a representative of the City of Renton.) It shall be the conbacWrs responsibility to notify the Public Works inspector 24 hours in advance of bacldilling all construction. S. Contractor is solely responsible for the means, methods and sequences of construction and fw 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 Chy 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. Badfill shall be placed equally on both skies 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 far one pipe diameter on each side of the pipe or to the side Of the tench. Materials to complete the fill over pipe shall be the same as described. 11. Open cut road crossings for utility bent hes on existing traveled roadway shall be backfilled with crushed rock and mechanically Compacted unless OUhervvI 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 OTT Ie 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 founda&xh 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 (color shall be green , or OLuctile 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 drections to match paving. 5- 363304 1 UALtY- MORROW- POBLETE, INC. S''00 726 AUBURN WAY N. A AUBURN, WASHINGTON 98002 /cFi PHONE: 253- 333 -2200, FAX: 253- 333 -2206 0 z 3352( ENGINEERING - SURVEYING S T E 6\ LAND PLANNING L E� incorPO�acad MAY. 2, 2012 SE. 2ND ST. SANITARY SEWER NOTES AND DETAILStp6ss • OR 'z 1 N Ny rn 1 W a w W