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Home My WebLink AboutS-363302i 3 9 m 5 i 0 i R ES - 3 PLCS SPACED 120' N 23 1/W (586nn) (SEE DETAIL) COVER & FRAME PLAN VIEW 25' 1116. 1635nN7� i• C25nn7 C19nn] _1L11 I- 8 3/4' L 2 1/2' C222nn7 [64nn7 TYP COVER SECTION VIEW 26 1/2' DI [673mml 25 1/4' DI 164Imn] 6nn) DMA ENE GASKET 23 3/8' DIA CL IPEN_1 E594mn] 27 SAW DIA E694mra 34 1/8' DIA [867nn7 FRAME SECTION VIEW COVER BOTTOM VIEW ar() BET SOC. (ALLEN HEAD) S \ \ \\ 5/8' -11 X LS SS RUBBER MASHER WL EON BOLTING DETAIL 1 1 /16' - 1/4' 1 ItIV [6MaO [27nn] r (27rn] 1 - 6• 1 /e' � E152MMI [3nn1 6" MIN. 1 5 "MIN I 24" MIN. CR3nN 54° MH GASKET GROOVE DETAIL NOTES: 1. ALL COVERS SHALL BE LOCKING LID PER EAST JORDAN IRON WORKS INC. No. 3717C1 OR EQUAL 2 USE FRAME AND COVER FOR STORM (SPECIFY "GRAIN" ON COVER), SANITARY (SPECIFY "SEWER "), OR WATER (SPECIFY "WATER "). PUBLIC. WORKS . - . DEPARTMENT MANHOLE FRANCE AND COVER I DECEMBER 2008 7' NOT TO SCALE MANHOLE FRAME AND COVER SEE STD. PLAN 401. ADJUSTMENT RINGS (2" MIN.) SEE NOTE 6 MORTAR. JUNT(S) (3/8" MIN.) SEE NOTE 5 GONE (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. NOTES. I. STEPS TO BE POLYPROPYLENE SAFETY STEPS. 2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS ARE INSTALLED. 3. CASTING SHALL BE PER SID. PLAN 401. 4. MANHOLE SECTIONS TO 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 ACCOMPLISHED 'NTH A COMBINATION OF ADJUSTMENT RINGS, BRICKS AND MORTAR QNL'L BRICKS SHALL BE STAGGERED TO CREATE A RUNNING BOND OR 112 BOND. TEE USE QE SHIMS IS PROHRI D 7. SANITARY SEWER MANBQLES SHALL HAVE ALL INTERIOR SURFACES. INCLUDING CHANNELING, COATED (SEALED) WITH A HIGH SOLIDS URETHANE COATING; WASSER MC- AROSHIELD OR APPROVED EQUAL; COLOR OF COATING SHALL BE WHITE 8. RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE WIN ASTM C -443. G. 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, KOR -N -SEAL BOOTS OR APPROVED EQUAL 11. IN UNIMPROVED AREAS, MANHOLES SHALL EXTEND A MINIMUM OF 6" AND A MAXIMUM OF 12" ABOVE FINISHED GRADE OR MUST HAVE A MINIMUM 2' DIAMETER CONCRETE RINGS POURED AT GRADE. IN PAVED AREAS, COVER MUST SLOPE W ALL DIRECTIONS TO MATCH PAVING. PUBLIC WORKS SM. PLAN - 4001 DEPARTMENT 4 M STANDARD SANITARY MANHOLE SEPTEMBER 2011 SW 1/4, NE 1/4 SECTION 15, TOWNSHIP 23 N., RANGE 5 E., W.M. 4" BEND AS REQUIRED (NO MORE THAN W BETD). EVERY .0 CHANGE M DIRECTION OR dMAOE TRILL REWIRE A SURFACE C (Xtr NYE. zi HWSE SI a PRGPFRTY ONE 9 4" CLEANOUT WYE WITH - 45'EEND AND PLUG. I HOUSE n' i HOIISE Sf HWSE 3 D" AN. .• SURFACE Ip 4" SEWER PIPE CtFAN UT (ttnCAL) h" SEINER PIPE. SFE NOTES 2 RITE 4" TES! TEE NnH AND 3 MIMW NNE Sig PoR PRIG FACE UP 4" C{EANgfT OTHER THAN SDIGLE FALULY i6 6" VYtE MIN PLUG (TYPICAL.) PROPgnY ONE 'A' I 'S' 'C' 'D' 'E' 48" MH 48° 6" MIN. 1 5 "MIN I 24" MIN. 1 21" LD. 54° MH 54" 8" MIN. 5.5" MIN. 124 " MIN 1 24" I.D. 60° MH I 60 1 8" MIN'. 6" MIN 42" MIN 30" 0 NOTES. I. STEPS TO BE POLYPROPYLENE SAFETY STEPS. 2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS ARE INSTALLED. 3. CASTING SHALL BE PER SID. PLAN 401. 4. MANHOLE SECTIONS TO 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 ACCOMPLISHED 'NTH A COMBINATION OF ADJUSTMENT RINGS, BRICKS AND MORTAR QNL'L BRICKS SHALL BE STAGGERED TO CREATE A RUNNING BOND OR 112 BOND. TEE USE QE SHIMS IS PROHRI D 7. SANITARY SEWER MANBQLES SHALL HAVE ALL INTERIOR SURFACES. INCLUDING CHANNELING, COATED (SEALED) WITH A HIGH SOLIDS URETHANE COATING; WASSER MC- AROSHIELD OR APPROVED EQUAL; COLOR OF COATING SHALL BE WHITE 8. RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE WIN ASTM C -443. G. 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, KOR -N -SEAL BOOTS OR APPROVED EQUAL 11. IN UNIMPROVED AREAS, MANHOLES SHALL EXTEND A MINIMUM OF 6" AND A MAXIMUM OF 12" ABOVE FINISHED GRADE OR MUST HAVE A MINIMUM 2' DIAMETER CONCRETE RINGS POURED AT GRADE. IN PAVED AREAS, COVER MUST SLOPE W ALL DIRECTIONS TO MATCH PAVING. PUBLIC WORKS SM. PLAN - 4001 DEPARTMENT 4 M STANDARD SANITARY MANHOLE SEPTEMBER 2011 SW 1/4, NE 1/4 SECTION 15, TOWNSHIP 23 N., RANGE 5 E., W.M. 4" BEND AS REQUIRED (NO MORE THAN W BETD). EVERY .0 CHANGE M DIRECTION OR dMAOE TRILL REWIRE A SURFACE C (Xtr NYE. zi HWSE SI a PRGPFRTY ONE 9 4" CLEANOUT WYE WITH - 45'EEND AND PLUG. I HOUSE n' i HOIISE Sf HWSE 3 D" AN. .• SURFACE Ip 4" SEWER PIPE CtFAN UT (ttnCAL) h" SEINER PIPE. SFE NOTES 2 RITE 4" TES! TEE NnH AND 3 MIMW NNE Sig PoR PRIG FACE UP 4" C{EANgfT OTHER THAN SDIGLE FALULY i6 6" VYtE MIN PLUG (TYPICAL.) PROPgnY ONE z a�an n cFom zm o� � beetled contract., v a wan o S '9' m N C li ern ya a °n in 7. All wank Shall W acccmdhated in accedance wM We A,A,,Gton a, Z e z� � � 1,6d oldl Safety and Hednin Art, DMIRIA) '�. I :Yc ry @c ne g F9 a AR trdnch lectead. for OR. seven in the puNk right- of-way Ya SI'I, ehdl nme.m to Md most cwtmet trmM anneadtim 9§ 1 a x.9 o mom m r.Ninmente, de ll the NoMan Standard Dnwhge a oO,Kj'r�i A All boding sew. and aide sower Wall have bedding M T� ddccedence O etenadra drawing 405. c - el mAm m 10. Then shill be a mMAeum 10 feat haMmtal earned. bedeen o -TOT nkk sewers and NatW, aenk. and A relabo. 5 Not 35 o o hhoNdeen� aepealbn between mnkay side eewa. and yL oti e CALL FOR LOCATIONS BEFORE YOU DIG 48HR LOCATORS 1 -800- 424 -5555 OQ TYPICAL" BUILDING SEWER SM. PLAN - '108.2 PUBLIC WORKS FROM PROPERTY LINE TO DEPA[iTM621'f BUILDING CONNECTION SEPTEMBER 2011 W (SEE NOTE 4) BEDDING MATERIAL FOR SANITARY SEWER PIPE (SEE NOTE 6) -\ FOUNDATION LEVEL LIMITS OF PIPE ZONE �0" BEDDING 'FOR SANITARY SEWER PIPE NOS. 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 WIDTH "W' AND TRENCHING OPTIONS, THE PIPE ZONE WILL BE THE ACTUAL TRENCH WIDTH, 5. TRENCH BACKFILL SHALL CONFORM TO "BACKFILLING" IN THE SANITARY SEWER SECTION OF THE STANDARD SPECIFICATIONS. EXCEPT THAT ROCKS OR LUMPS LARGER THAN i" 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. PIAN - 405 DEPARTMENT FOR SANITARY SEWERS MARCH 2008 count be ready re' MAPectwn and wounated w m see wbee NOTES: InapeMW annum at appointed tone. We wear and ddb theft IF THE'RUBMNG SEA'4R SERVES ANY nx1UItE RIMING I. Mar to Mstaya Rn of a smite, sewn conAnabon, a 91de -aew<r PamR moat be WrMased from the CRY of Rmtm Public Works hWU Do at bound In. Joan uNdl apW.1 is gboa by Me o FLOOD LEN]. RNS LOCATED BELOW THE ((NATION Daparbn,Nt. s CF THE NEXT UP6REAN MANHQE COVER M 11@ FUn took has been Wnped out ell Me, will send. e PUSUC SEWER SYSTEM, A BACKFLOW PREMILOR 2975 iM APPROVED EQUA- E GEND D TO THE TOP M THE STUD. 9 DEVICE SUCH AS CLEAN CREW EXTENDABLE Z TIA. of tinge that ion be dead far AA, nose. Plpe and Rt Rubber h SACKWATEt VALWE OR APPROVED EQUAL SMALL BE shaft be aWroved by the D"Wbadet of Public WOW& . ONES ARE AS FOLLOWS: _ INSTAILLi aecgrme gaskate m'apttMed by the mmufactum, shay be COUPLINGS (FERNCO OR APPROVED EQUAL). B. CONCRETE MAN - CORE - DRILLED 'MIN A ROMAC SADDLE (OR red m pmv. APPROVED EQUAL). 6. If nWe saw. aNb 6 nM awMame. The icon. shall be 4" nEYJBLE CWPLWG (fFRNW OR EWA.) rapae AMO for its inelklkdon per standard arnwing 906.1. AI D. DUCTILE IRON MAN - CORE -(NULLED WITH A ROMAC SADDLE (OR S A ndnlmuen grade of 2S (1/4" pa root) must be anclA ne, 5 E. SURFACE CLFANWT with r i M Ma gum[ a 2X grade cannot be mintabad, the AT MANUFACTURED KNOGK -MYS OR THE 4' x 4 "x4" W,E awn. must clan 0 CRY of Renton grade town lean and then 4" PIPING can Matey 6" Pxpe at o gndo of ix PLAN 0. For M poaU. of n[de serer, It 24 hour M aasance The LAWUDELEVATOOR HOUSE Mapadion Phane number M on the aide newer Permit Site z a�an n cFom zm o� � beetled contract., v a wan o S '9' m N C li ern ya a °n in 7. All wank Shall W acccmdhated in accedance wM We A,A,,Gton a, Z e z� � � 1,6d oldl Safety and Hednin Art, DMIRIA) '�. I :Yc ry @c ne g F9 a AR trdnch lectead. for OR. seven in the puNk right- of-way Ya SI'I, ehdl nme.m to Md most cwtmet trmM anneadtim 9§ 1 a x.9 o mom m r.Ninmente, de ll the NoMan Standard Dnwhge a oO,Kj'r�i A All boding sew. and aide sower Wall have bedding M T� ddccedence O etenadra drawing 405. c - el mAm m 10. Then shill be a mMAeum 10 feat haMmtal earned. bedeen o -TOT nkk sewers and NatW, aenk. and A relabo. 5 Not 35 o o hhoNdeen� aepealbn between mnkay side eewa. and yL oti e CALL FOR LOCATIONS BEFORE YOU DIG 48HR LOCATORS 1 -800- 424 -5555 OQ TYPICAL" BUILDING SEWER SM. PLAN - '108.2 PUBLIC WORKS FROM PROPERTY LINE TO DEPA[iTM621'f BUILDING CONNECTION SEPTEMBER 2011 W (SEE NOTE 4) BEDDING MATERIAL FOR SANITARY SEWER PIPE (SEE NOTE 6) -\ FOUNDATION LEVEL LIMITS OF PIPE ZONE �0" BEDDING 'FOR SANITARY SEWER PIPE NOS. 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 WIDTH "W' AND TRENCHING OPTIONS, THE PIPE ZONE WILL BE THE ACTUAL TRENCH WIDTH, 5. TRENCH BACKFILL SHALL CONFORM TO "BACKFILLING" IN THE SANITARY SEWER SECTION OF THE STANDARD SPECIFICATIONS. EXCEPT THAT ROCKS OR LUMPS LARGER THAN i" 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. PIAN - 405 DEPARTMENT FOR SANITARY SEWERS MARCH 2008 count be ready re' MAPectwn and wounated w m see wbee 4 InapeMW annum at appointed tone. We wear and ddb theft be tested Pa City s,bNMca6ana Make Me cormacd.I at the 1. hWU Do at bound In. Joan uNdl apW.1 is gboa by Me ]NURSING GRAN 'TEE WITH 6" S1DE OUTLET Inspect.. Fact appraai will be grdrt� aker the anotbag ARAI. z.�. FUn took has been Wnped out ell Me, will send. (EAST JORDAN IRON WORKS WRAPPED AROUND THE STUD AND 2975 iM APPROVED EQUA- E GEND D TO THE TOP M THE STUD. a SPECIFY *SEWER* MI UD 6" SIDE SEMB WD BUR DING SEAFR SEE SM' PLAN 4031 FFR 5. Metro Aid..aw. with 2' mmlmam comer. 1B" caws Is Glowed ACCEPTABLE PROCEDURES FOR SIDE SEWER GONNECTINS TO MAN ONES ARE AS FOLLOWS: _ NiRIM CLAY MAN - CUT Ad A NEW TEE USING FLEXIBLE at Me NWm H ou6et le ehMlow. COUPLINGS (FERNCO OR APPROVED EQUAL). B. CONCRETE MAN - CORE - DRILLED 'MIN A ROMAC SADDLE (OR + APPROVED EQUAL). 6. If nWe saw. aNb 6 nM awMame. The icon. shall be a rapae AMO for its inelklkdon per standard arnwing 906.1. AI D. DUCTILE IRON MAN - CORE -(NULLED WITH A ROMAC SADDLE (OR wok afti siren[ 09M- of-w1 dtll be done by a Roamed and z a�an n cFom zm o� � beetled contract., v a wan o S '9' m N C li ern ya a °n in 7. All wank Shall W acccmdhated in accedance wM We A,A,,Gton a, Z e z� � � 1,6d oldl Safety and Hednin Art, DMIRIA) '�. I :Yc ry @c ne g F9 a AR trdnch lectead. for OR. seven in the puNk right- of-way Ya SI'I, ehdl nme.m to Md most cwtmet trmM anneadtim 9§ 1 a x.9 o mom m r.Ninmente, de ll the NoMan Standard Dnwhge a oO,Kj'r�i A All boding sew. and aide sower Wall have bedding M T� ddccedence O etenadra drawing 405. c - el mAm m 10. Then shill be a mMAeum 10 feat haMmtal earned. bedeen o -TOT nkk sewers and NatW, aenk. and A relabo. 5 Not 35 o o hhoNdeen� aepealbn between mnkay side eewa. and yL oti e CALL FOR LOCATIONS BEFORE YOU DIG 48HR LOCATORS 1 -800- 424 -5555 OQ TYPICAL" BUILDING SEWER SM. PLAN - '108.2 PUBLIC WORKS FROM PROPERTY LINE TO DEPA[iTM621'f BUILDING CONNECTION SEPTEMBER 2011 W (SEE NOTE 4) BEDDING MATERIAL FOR SANITARY SEWER PIPE (SEE NOTE 6) -\ FOUNDATION LEVEL LIMITS OF PIPE ZONE �0" BEDDING 'FOR SANITARY SEWER PIPE NOS. 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 WIDTH "W' AND TRENCHING OPTIONS, THE PIPE ZONE WILL BE THE ACTUAL TRENCH WIDTH, 5. TRENCH BACKFILL SHALL CONFORM TO "BACKFILLING" IN THE SANITARY SEWER SECTION OF THE STANDARD SPECIFICATIONS. EXCEPT THAT ROCKS OR LUMPS LARGER THAN i" 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. PIAN - 405 DEPARTMENT FOR SANITARY SEWERS MARCH 2008 60" ALLOWABLE MAX. FOR CAST IRON PIPE OR DUCTILE IRON PIPE. 1:3:5 MIX ky CONCRETE BLOCKING eVP� y5 ML{1 6" SIDE OUTLET TEE CKING 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. - - -- oUllb ASP am�ASP N0. REVISION BY DATE APPIR ASP _ C_ 2% MIN SLOPE HORIZONTAL R MAN DPJiAL S DIE GEWFR R FVARON P[TBIIC WORKS STANDARD SIDE SEWER SID. PLAN - 400,1 DEPARTMENT I INSTALLATION_..... (SEWER MAIN TO PROPERTY LINE) SEPTEMBER 2011 CHECKED FOR COMPLIANCE TO CITY STANDARDS Date- RECOMMENDED FOR APPROVAL BY BY BY AS SHOWN "" `"r"0M ��. CITY OF RENTON °""' n DATUM N FULe Planning /building /Public Works Dept. s IOU gIe sINI save ATxOOWY Utility Specifications Sanitary Sewer Notes and Specifications THESE NOTES SHALL APPEAR ON PROJECTS FOR THE WASTEWATER UTILITY, 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 stmt 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 contrac'tor'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 oonstruction. 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. Ball 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 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 Specifrcations,.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 (color shall be green) 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. 5- 363302 U�^ N' 726 AUBURN WAY N. F ASy/ �lF AUBURN, WASHINGTON 98002 P PHONE: 253- 333 -2200, FAX: 253 - 333 -2206 s 0 z ^ y 28352 A- D ENGINEERING - SURVEYING ,P i S F E LAND PLANNING S/p A t E 1 -1- uui .. d.WES5 1.1n x. nnTn SE. 2ND ST. SANITARY SEWER NOTES AND DETAILS 61j, S- 3030 Via - MAY. 2, 2012 111655 3A PROJECTS\ 11 -1 Fi5 I AKFRHIC-FRI A\ H,\ 111 ESC nwA PROPERTY LINE 4 3' -D" 6" BUILDING SEWER PIPE I FUTURE EUILOING SEWER - 'TEE WITH 6" S1DE OUTLET 6 "X6 1X6" WYE �-2 "x 4' STUD MARKING POST PAINTED SURFACE CLEAN IT WITH WHITE NTH THE WORD "SEWER' STENCILED FUn CAST IRON RING & Coys? IN T* HIGH BLACK LETTERS AND /6 NONE (EAST JORDAN IRON WORKS WRAPPED AROUND THE STUD AND 2975 iM APPROVED EQUA- E GEND D TO THE TOP M THE STUD. a SPECIFY *SEWER* MI UD 6" SIDE SEMB WD BUR DING SEAFR SEE SM' PLAN 4031 FFR INSTALLATION) - ACCEPTABLE PROCEDURES FOR SIDE SEWER GONNECTINS TO MAN ONES ARE AS FOLLOWS: A. NiRIM CLAY MAN - CUT Ad A NEW TEE USING FLEXIBLE COUPLINGS (FERNCO OR APPROVED EQUAL). B. CONCRETE MAN - CORE - DRILLED 'MIN A ROMAC SADDLE (OR APPROVED EQUAL). C. PVC MAIN - CORE- DRILLED WITH A ROMAC SADDLE (OR APPROVE, EQUAL) OR WT KL A NEW TEE USING RIGID COUPLINGS D. DUCTILE IRON MAN - CORE -(NULLED WITH A ROMAC SADDLE (OR APPROVED EQUAL) E. MANHOLE CONNECTION - ALL CONNECTIONS TO MANHOLES SHALL BE AT MANUFACTURED KNOGK -MYS OR THE STRUCTURE STALL BE Cam- DRILLED, 60" ALLOWABLE MAX. FOR CAST IRON PIPE OR DUCTILE IRON PIPE. 1:3:5 MIX ky CONCRETE BLOCKING eVP� y5 ML{1 6" SIDE OUTLET TEE CKING 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. - - -- oUllb ASP am�ASP N0. REVISION BY DATE APPIR ASP _ C_ 2% MIN SLOPE HORIZONTAL R MAN DPJiAL S DIE GEWFR R FVARON P[TBIIC WORKS STANDARD SIDE SEWER SID. PLAN - 400,1 DEPARTMENT I INSTALLATION_..... (SEWER MAIN TO PROPERTY LINE) SEPTEMBER 2011 CHECKED FOR COMPLIANCE TO CITY STANDARDS Date- RECOMMENDED FOR APPROVAL BY BY BY AS SHOWN "" `"r"0M ��. CITY OF RENTON °""' n DATUM N FULe Planning /building /Public Works Dept. s IOU gIe sINI save ATxOOWY Utility Specifications Sanitary Sewer Notes and Specifications THESE NOTES SHALL APPEAR ON PROJECTS FOR THE WASTEWATER UTILITY, 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 stmt 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 contrac'tor'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 oonstruction. 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. Ball 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 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 Specifrcations,.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 (color shall be green) 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. 5- 363302 U�^ N' 726 AUBURN WAY N. F ASy/ �lF AUBURN, WASHINGTON 98002 P PHONE: 253- 333 -2200, FAX: 253 - 333 -2206 s 0 z ^ y 28352 A- D ENGINEERING - SURVEYING ,P i S F E LAND PLANNING S/p A t E 1 -1- uui .. d.WES5 1.1n x. nnTn SE. 2ND ST. SANITARY SEWER NOTES AND DETAILS 61j, S- 3030 Via - MAY. 2, 2012 111655 3A PROJECTS\ 11 -1 Fi5 I AKFRHIC-FRI A\ H,\ 111 ESC nwA