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Home My WebLink AboutzS-3398SetZ Q U) U) Z w Y Z J Q MORTAR FiL_ 7 _ R M 1 NG Bt L_ 1 " j RUBB-R GA.S�E ED JCIN TS IN :. COR NCE A',,H AS_M C -443 '... STEPS 314" DEFORMED BAR STEPS SHALL BE INCLUDED CONCRETE RISER BY PIPE !NC.. OR AP ?ROVED EQUAL. MAX. PIPE SIZE -- 'E' LADDER —STD. ALUMINUM OR GALVANIZED STEEL CONCRETE STELE PRECAST BASE SECTION OR CAST IN SHELF. SAN' T ARY MANHOLE TYPICAL DETAiL NOT TO SCALE '.. .A 'B .G. .D. .F. MIN. i 5-MIN 1 24" MIN. 21" I -D. 54" ! B• MIN. 5.5" MIN 124" MIN. 24' I.D. ! 60' MH 1 60" 8 MIN. b" MIN i a2" M:N. 30- I.D. G �s S> S TB 3= 37 <- P BEFWMED BAR GALVAwzL-o SA,-ETY STEPS OR EouAL. '..£ BEFORE MANHRE SECTIONS ARE NSTA= CASBNG TO BE P-ENBRAMN'G BR- W10LE —TONS TO BE OF EOBC ,Te ED PRECAST CONCRETE. 5 ALL —11 — BE GRBU LB w SANITARY SEWER "NHRES m:TERIOR SURFACES. 1 1DNG CHAA.NELA DoATED (SEAtED)'MTH A H. soL�DS uRC:Pa;E PON.., —EN uc AROSHIE_G OR�G. APPBOMEp ECUAL CO OR CF COATIN 5 ALL BE —1 RUBBER GABKEIED JPITS SHALL BE N CON.ORMANCE W ASTM 3 e CHANNEL HEIGHT SHALL E A ZNRAUM - 3/4 THE NETJE o ETER OF HE LARGEST w E. SANITARY MANHOLE B. CONNECTIONS TO MANHO.E SHA1 BE MACE USING GPK ADAPTOR NOR N SEAL BOOTS OR AaPROvEG EGUAL TYPICAL DETAIL ,O oLES M "'AL TO AND FALL PRoMCB. SYSTEM Y ADOPTED CITY OP RENTON ` � • STPNOABD PIANB 1sT Dare: oa /oA < Reuses .rotes ADMC O II 4fi AC —1— Y G DATE .-.!ON BY APPR' DWG. NAME: 13071 SP PAGE: 8071 W o RECOMMENDED FOR APPROVAL er: Hate 7 �l A e EXPIRES 03/19/20079 SW 914, SEC. 30, TWP. 23 N., RGE 5 E, W M. %" 11 N C SOCKET HD SCREW 1 Ya" LONG r �n (BRONZE OR S.S.) CONCRE CLASS ) , Ul p `1'+ )j" x 2" RAISED PADS 1 G 4 - - �i FIBER JOINT J WATER TIGHT PACKING PLUG 12 4' 14" to 2.. Y. �• I 45'(1/8) BEND �P 2' o� 11 4'P 12 Ye" ZO a" 56' 0 CAST IRON RING AND COVER �P� PIPE MATERIAL AS SPECIFIED G - BY THE ENGINEER PLUG TO BE SEALED IN SAME MANNER AS MAIN SEWER JOINTS. 1. 11 ASPHAI-T RESTORE _LNG CUEAROUT RING AND COVER AS REQUIRED BY STANDARD DETAIL ORNG ER36. SANITARY SEWER NOTES - 1. ALL WORK AND WORK MATERIAL SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE C17Y OF RENTON PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT AND THE LATEST EDITION OF 774E WSDOT/APWA STANDARDS AND SPECIFICATIONS, AS APPROVED AND MODIFIED BY 774E CITY OF RENTON IN THE RENTON STANDARD PLANS & SPECIRCA77ONS. A SET OF APPROVED PLANS SHALL BE KEPT ON SI7E AT ALL TIMES DURING CONSTRUCTION. 2. THE HOURS OF WORK IN 774E STREET RIGHT OF WAY SHALL BE PER CITY SPECIFICATIONS ON WITO(DAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE PLANNING /BUILDING/PUBLIC WORKS DEPARTMENT. AN APPROVED 7RAFFIC CONTROL PLAN MUST BE OBTAINED PRIOR TO BEGINNING ANY WORK WITHIN PUBLIC RICH a- WAY. J. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CON7RACTOR'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 CONTRACTORS RESPONSIBILITY 70 NOTIFY THE PUBLIC WORKS INSPECTOR 24 HOURS IN ADVANCE OF BACKFILUNC ALL CONSIRUC770N. 5. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONS7RUC7ION AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE. 6. IT SHALL BE THE RESPONSIBILITY OF 7HE CONTRACTOR TO OBTAIN STREET USE AND ANY 07HER RELATED PERMITS PRIOR TO ANY CONSTRUCTION. 7. PLANS APPROVED BY THE CITY OF RENTON, PUBLIC WORKS DEPAR774ENT SHALL TAKE PRECEDENCE OVER ALL OTHER PLANS. 8. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB S17E WHENEVER CONSTRUCRON 15 IN PROGRESS. 9. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON K17H 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 BOIH 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 7HE FILL OVER PIPE SHALL BE THE SAME AS DESCRIBED. 11. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING 7RAVELED ROADWAY SHALL BE BACKRUED WITH CRUSHED ROCK AND MECHANICALLY COMPACTED UNLESS OTHERWISE APPROVED BY THE PUBLIC WORKS INSPECTOR. CUTS INTO THE EAIS77NG ASPHALT SHALL BE NEA77JNECUT W17H SAW IN A CONTINUOUS LINE A TEMPORARY MIX PATCH. MUST BE PLACED IMMEDIATELY AFTER BACKFILL AND COMPACTION. A PERMANENT HOT MIX PATCH SHALL BE PLACED WITHIN 10 DAYS AND SHALL BE PER C17Y OF RENTON CURRENT STANDARDS. 12 DATUM SHALL BE CITY OF RENTON, 1988 NAVD. 13. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR 07HERWISE STABILIZED TO THE SA77SFAC77ON OF THE DEPAR714ENT FOR THE PREVEN77ON. OF ON —Sl7E EROSION AFTER 774E COMPLETION OF CON57RUCTON. 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 £D177ON OF THE WSDOT/APWA STANDARDS AND SPECIFICATIONS, AS APPROVED.. AND MODIFIED BY THE CITY OF RENTON IN THE RENTON STANDARD PLANS & SPECIRCA710NS THIS SHALL INCLUDE NECESSARY LEVELING. OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MA7ERIAL,.AS. WELL AS PLACEMENT AND COMPACTION OF REQUIRED.. BEDDING MA7LRIAI- TO UNIFORM GRADE SO THAT THE EN71RE LENGTH OF THE PIPE WILL BE SUPPORTED ONE A: UNIFORMLY DENSE, UNYIELDING BASE. PIPE BEDDING SHALL BE PEA GRAVEL 6:INCHES ABOVE AND BELOW 774E PIPE.. 15. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETED AS774 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 DIREC77ONS TO MATCH PAVING. li4? :7 -.J7'1 JfJ 1 t FR { " u - -3 +_ IS 33901 n 'G 0 11TH w 4 Ld z z < I_ U) 0 Lli U) 0 ry z CL cr W v z D 0 MORTAR FILLET MANHOLE FRAME AND COVER SEE DRAWING BR29 (SP PAGE B074) ADJUSTMENT (4" MIN.) CONE RUBBER GASKETED JOINTS IN ACCORDANCE WITH ASTM C-443 STEPS - 3/4" DEFORMED BAR STEPS SHALL BE INCLUDED CONCRETE RISER BY PIPE INC., OR APPROVED EQUAL. MAX. PIPE SIZE - 'E' LADDER-STD. ALUMINUM OR GALVANIZED STEEL CONCRETE SHELF PRECAST BASE SECTION OR CAST IN SHELF. SANITARY MANHOLE TYPICAL DETAIL NOT TO SCALE NOTES: 1. STEPS TO BE 3/4" o DEFORMED BAR GALVANIZED SAFETY STEPS OR EQUAL. 2. �48" MH 48;; 6" MIN. 5 MIN 24" MIN. 21 I. D. 1 54 MH 54 8" MIN. 5,5" MIN. 24" MIN. 24" I.D. 1 60 " MH 60" 8" MIN. 6" MIN. 42" MIN. 30° I.D. NOTES: 1. STEPS TO BE 3/4" o DEFORMED BAR GALVANIZED SAFETY STEPS OR EQUAL. 2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS ARE INSTALLED. 3. CASTING TO BE PER DRAWING BR29. 4 MANHOLE SECTIONS TO BE OF REINFORCED PRECAST CONCRETE. 5 ALL JOINTS SHALL BE GROUTED. 6. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR SURFACES, INCLUDING CHANNELING, COATED (SEALED) WITH A HIGH SOLIDS URETHANE COATING; WASSER MC-AROSHIELD DR APPROVED EQUAL; COLOR OF COATING SHALL BE WHITE. 7. RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE WITH ASTM C-443. B. CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 THE INSIDE DIAMETER OF THE LARGEST PIPE. SANITARY MANHOLE 9. CONNECTIONS To MANHOLE SHALL BE MADE USING GPK ADAPTOR, KOR-N-SEAL BOOTS OR APPROVED EQUAL. TYPICAL DETAIL 10. MANHOLES EQUAL TO AND GREATER THAN 20 FEET DEEP SHALL HAVE A "SURETRACK" CLIMBING AND FALL PROTECTION SYSTEM INSTALLED. ADOPTED CITY OF RENTON STANDARD PLANS LST DATE: 04/04 104/10/OA Revised notes. jnH DMC 107' -96 Added notes. lnry I AG I DWG. NAME: B071 SP PAGE; B071 I DATE 1. REVISION I BY JAPPR'D ........ .. . S W 114, SEC. 30, TWP. 23 N., RGE 5 E y W M. 12Y4„- 14" - 11" - 12 )14" 14" CAST IRON RING RECESSED LIFT POCKET NOTES: 1. 8" CLEANOUTS SHALL BE EASE JORDAN IRON WORKS, INC. No. 3698 OR EQUAL. CLEAN OUT SHALL BE A WATER TIGHT ASSEMBLY. 2. IN UNIMPROVED AREAS, POUR A I , -0" THICK, 2'-D" SQUARE CONCRETE, CLASS 3000, PAD AROUND THE RING AND COVER. 4. IN ASPHALT ROADWAYS, RESTORE AROUND CLEANOUT RING AND COVER AS REQUIRED BY STANDARD DETAIL DRAWING BR35. 8 OR 6 INCH CLEANOUT tiS p, ADOPTED CITY OF RENTON STANDARD PLANS LST DATE: 03/2005 DWG. NAME: B076-1 SP PAGE: 13076.1 CONCRE] CLASS R TIGHT I ED SANITARY SEWER NOTES 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 ED177ON OF THE WSDOTIAPWA STANDARDS AND SPECIFICATIONS, AS APPROVED AND MODIFIED By THE CITY OF RENTON IN THE RENTON STANDARD PLANS & SPECIFICA77ONS. A SET OF APPROVED PLANS SHALL BE KEPT ON S17E AT ALL 71MES DURING CONSTRUCTION. 2. THE HOURS OF WORK IN THE STREET RIGHT OF WAY SHALL BE PER CITY SPECIFICA77ONS ON WEEKDAYS UNLESS 0774ERWSE APPROVED IN WRI77NG BY 774E PLANNING /BUILDING /PUBLIC WORKS DEPARTMENT. AN APPROVED TRAFFIC CONTROL PLAN MUST BE OBTAINED PRIOR TO BEGINNING ANY WORK WITHIN PUBLIC RIGHT OF WAY J. ALL LOCA77ONS OF EXIS77NG U77LI77ES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCA77ON SO AS TO AVOID DAMAGE OR DISTURBANCE. 4. A PRE-CONS77?UC77ON CONFERENCE AND A 24 HOUR N077CE SHALL BE REQUIRED PRIOR TO STAR77NG NEW CONSTRUC770N. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STAR77NG CONS7RUC770N. (INSPEC770N WILL BE ACCOMPLISHED BY A REPRESENTA77VE OF 7HE CITY OF RENTON.) IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO N077FY THE PUBLIC WORKS INSPECTOR 24 HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION. 5. CONTRACTOR IS SOLELY RESPONSIBLE FOR 7HE MEANS, METHODS AND SEQUENCES OF CONS77?UC770N AND FOR THE SAFETY OF WORKERS AND 07HERS ON THE CONSTRUCTION SITE. 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN S77?EET USE AND ANY OTHER RELATED PERMITS PRIOR TO ANY CONSTRUC770N. Z 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 S17E WHENEVER CONS7RUC77ON IS IN PROGRESS. 9. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WTV AN AS-BUILT DRAWING OF 7HE SANITARY SEWER SYSTEM, WHICH HAS BEEN STAMPED AND SIGNED BY A LICENSED PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL SURVEYOR la BACKFILL SHALL BE PLACED EQUALLY ON 80774 SIDES OF 774E 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 7HE SAME AS DESCRIBED. 11. OPEN CUT ROAD CROSSINGS FOR U77LITY TRENCHES ON EXIS77NG TRAVELED ROADWAY SHALL BE BACKFILLED WITH CRUSHED ROCK AND MECHANICALLY COMPAC7ED UNLESS OTHERWISE APPROVED BY THE PUBLIC WORKS INSPECTOR CUTS INTO THE EXIS77NG ASPHALT SHALL BE NEA7LINE CUT WITH SAW IN A CON77N000S LINE. A TEMPORARY MIX PATCH MUST BE PLACED IMMEDIA TEL Y AFTER BA CKFILL AND COMPA C 770N. A PERMANENT HOT MIX PATCH SHALL BE PLACED WITHIN 10 DAYS AND SHALL BE PER CITY OF RENTON CURRENT STANDARDS 12. DATUM SHALL BE CITY OF RENTON, 1988 NAVD. 13. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR 0774ERWSE STABILIZED TO THE SATISFACTION OF THE DEPARTMENT FOR 774E PREVEN77ON OF ON -SITE' EROSION AFTER THE COMPLE77ON OF CONSTRUC770N. 14. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDA77ON IN ACCORDANCE W774 THE STANDARDS AND SPECIFICA77ONS OF THE CITY OF RENTON PLANNING /BUILDING /PUBLIC WORKS DEPARTMENT AND 7HE LATEST ED177ON OF 774E WSDOTIAPWA STANDARDS AND SPECIFICATIONS, AS APPROVED AND MODIFIED BY THE CITY OF RENTON IN 774E RENTON STANDARD PLANS & SPECIFICA77ONS, 7HIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR 774E Top OF THE FOUNDA77ON MATERIAL, AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL, To UNIFORM GRADE SO THAT THE EN77RE LENG774 OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE, UNYIELDING BASE. PIPE BEDDING SHALL BE PEA GRAVEL 6 INCHES ABOVE AND BELOW 7HE PIPE. 15. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETED AS7714 D 3034, SDR 35, OR DUC77LE IRON CLASS 50, UNLESS 0774ERWSE APPROVED BY THE WASTEWATER U77LITY 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 DIREC77ONS TO MATCH PAVING. MAY 20 - MISC-01 66 Ld z z Q I- W U) Z CL oC z O MORTAR FILLET MANHOLE FRAME AND COVER SEE DRAWING BR29 (SP PAGE 8074) ADJUSTMENT (4°' MIN.) CONE RUBBER GASKETED JOINTS IN ACCORDANCE WITH ASTM C -443 STEPS - 3/4" DEFORMED BAR STEPS SHALL BE INCLUDED CONCRETE RISER BY PIPE INC., OR APPROVER EQUAL. MAX. PIPE SIZE - 'E' LADDER -STD. ALUMINUM OR GALVANIZED STEEL CONCRETE SHELF PRECAST BASE SECTION OR CAST IN SHELF, SANITARY MANHOLE TYPICAL DETAIL NOT TO SCALE 'A' I '8' I 'C' I 'D' 'E' MH 48 6" MIN. 5"MIN 24" MIN. 21" I.D. MH 54 t 8' MIN. 5.5 MN. 24" MIN. 24" I.D. MH 60" 8'° MIN. 6" MIN. 42 °' MIN. 30" I.D. SW 1/4, SEC. LIFT POCKET . 2 M. -- 11 N.C. SOCKET HD SCREW 1 X" LONG (BRONZE OR S.S.) JV x 2" RAISED PADS 12 A" — 14" — I 2t 0 Imo-- 11 " -�°I 12 Y." 14" QAST IRON RING AND COVER mum ANOUTS SMALL BE EASE JORDAN IRON WORKS,, INC. No. 384$ OR EQUAL. CLEAN OUT SHALL BE A WATER TIGHT ASSEMBLY, 2. IN UNWPRW0 AREAS. POUR A 1* -0. THICK. 2• -0` SQUARE CONCRETE. CLASS 3900. PAD AROUND THE RING AND COVER. &. IN ASPHALT ROADWAYS, RESTORE AROUND CLEANOUT RING MO COVER AS REQUIRED BY STANDARD DETAIL DRAWING 'BRX FIBER JOINT PACKING 45' (1 /8) BEND X+ �4 WATER TIGHT PLUG PIPE MATERIAL AS SPECIFIED BY THE ENGINEER PLUG TO BE SEALED IN SAME MANNER AS MAIN SEWER JOINTS. SANITARY SEWER NOTES: 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 ED177ON OF THE WSDOT/APWA STANDARDS AND SPECIFICATIONS, AS APPROVED AND MODIFIED BY THE CITY OF RENTON IN 774E RENTON STANDARD PLANS & SPECIFICATONS. A SET OF APPROVED PLANS SHALL BE KEPT ON SI7E 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 DEPART WENT. AN APPROVED 7RAFFIC CONTROL PLAN MUST BE OBTAINED PRIOR TO BEGINNING ANY WORK WITHIN PUBLIC RIGHT OF WAY. J. ALL LOCA77ONS OF EXIS77NG U77LI71ES SHOKW ARE APPROXIMA7F AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY 7HE 7RUE AND CORRECT LOCA77ON SO AS TO AVOID DAMAGE OR DISTURBANCE. 4. A PRE- CONS7RUC770N CONFERENCE AND A 24 HOUR N077CE SHALL BE REQUIRED PRIOR TO STAR77NG NEW CONS7RUC77ON. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STAR77NG CONSTRUC770N. (INSPEC77ON WILL BE ACCOMPLISHED BY A REPRESENTA77VE OF 774E CITY OF RENTON.) IT SHALL BE 774E CONTRACTOR'S RESPONSIBILITY TO N077FY 7HE PUBLIC WORKS INSPECTOR 24 HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION. 5. CONTRACTOR IS SOLELY RESPONSIBLE FOR 774E MEANS, METHODS AND SEQUENCES OF CONSTRUC7ON AND FOR THE SAFETY OF WORKERS AND OTHERS ON 7HE CONSTRUCTION SITE. 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER RELATED PERMITS PRIOR TO ANY CONSTRUC770N. Z PLANS APPROVED BY THE CITY OF RENTON, PUBLIC WORKS DEPARTMENT SHALL TAKE PRECEDENCE OVER ALL OTHER PLANS. & A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONS77?UC770N IS IN PROGRESS 9 THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON W H AN AS BUILT DRAWING OF 7HE 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 WIN 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. MA7FRIALS TO COMPLETE THE FILL OVER PIPE SHALL BE THE SAME AS DESCRIBED. 11. OPEN CUT ROAD CROSSINGS FOR U77LITY 7RENCHES ON EXIS77NG 7RAVELED ROADWAY SHALL BE BACKFILLED Wl774 CRUSHED ROCK AND MECHANICALLY COMPACTED UNLESS OTHERWISE APPROVED BY THE PUBLIC WORKS INSPECTOR. CUTS INTO THE EXIS77NG ASPHALT SHALL BE NEAMINE CUT WITH SAW IN A CON77NUOUS LINE. A TEMPORARY MIX PATCH MUST BE PLACED IMMEDIATELY AFTER BA CKFILL AND COMPACTION. A PERMANENT HOT MIX PATCH SHALL BE PLACED WITHIN 10 DAYS AND SHALL BE PER CITY OF RENTON CURRENT STANDARDS 12. DA TUM SHALL BE CITY OF RENTON, 1988 NA VD. 13. ALL DIS7URBED AREAS SHALL BE SEEDED AND MULCHED OR 07HERW/SE STABILIZED TO THE SA77SFAC77ON OF THE DEPARTMENT FOR THE PREVEN77ON OF ON -SITE EROSION AFTER 7HE COMPLE77ON OF CONSTRUCT7ON. 14. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDA77ON IN ACCORDANCE WITH THE STANDARDS AND SPECIFICA7IONS OF THE CITY OF RENTON PLANNING /BUILDING /PUBLIC WORKS DEPARTMENT AND 774E LATEST ED177ON OF 774E WSDOT/APWA STANDARDS AND SPECIFICATIONS, AS APPROVED AND MODIFIED BY THE CITY OF RENTON IN THE RENTON STANDARD PLANS & SPECIFICA77ONS. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR 7HE TOP OF 7HE FOUNDA77ON MATERIAL, AS WELL AS PLACEMENT AND COMPAC7ION OF REQUIRED BEDDING MATERIAL, TO UNIFORM GRADE SO THAT THE ENTIRE LENG7H OF 774E 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 AS7M D 3034, SOR 35, OR DUCTILE IRON CLASS 50, UNLESS 07HERWSE APPROVED BY THE WASTEWATER U77LITY. 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 DIREC77ONS TO MATCH PAVING. •:1 YOUNKER NISSAN 3401 EAST VALLEY ROAD RENTON, WASHINGTON 9805 SANITARY SEWER NOTE'S & DETAILS MISC -0166 b 9 r� 0 N O ITI O w ww' 7y l` V N8'7 50. -40 0 20 40 CONCRETE PAD '' w, ( ice- 251.49 EX. WATER MH �� $ �� _ .-. - - - 4 1 -., ® TELR ° �� EX. SSMH � EX. 10' LANDSCAPE � " ,: '- - '' � - J 0 EX. SANITARY SEWER RIM= 16.95 1 » = 4Q' r- & UTILITY ESM T.; STUB -OUT O s LE: 12 "CONC. SN = 10.31 I EX. HYDRANT'.° ) I YARD HYDRANT = , a fi i vo ► 3_ � 89432 R = 55.00' i� I tl n L = 56.08 E% WV 7 +�i 'r o I IIDQ Y V 4 '° I EX. HYDRANT X k to^ I � 5 T DIRT. t � f �I ' { 44 I I YARD HYDRANT �' APEIALT .. " YARD HYDRANT " II ® -_,\ 1 WATER TYP r $, s ( ) I STREET LIGHT ON .` 4x11.5' CONC. BASE x a / k ....- 0 f 10' ; I , I N -2 TRASH & RE i__ -.- , __._ -.. -- 20, . RECYCLING 1 1. ; . I ;n II I ENCLOSURE I % 20 UTILITY EASEMENT I DETAIL , CONNECT DRAIN TO SS I _ I SCALE. 1 - 20 ;.' EX 30' RAILROAD r" • `"� - -� f ESM T. n,z. ' u<< ti� � X2 X1 �, } ' _ ® LF - 8" PVC (PR /VATE 8" MAIN 0.30% f y �Ol ' 12 S °II ®® r $1 ' MAIN EX. 10' UTILITY owl ESM T. ® I DIRT EX. SSMH RIM= 77-38 ELEC ":' I I.E. 12 "C0NC.(S,N) =9.93 REFER TO CITY OF PEN TON ! � Pi ELEC. III p EX WATER MH �- -- S4NEFAWY SENEER SFRMURE SCHEDULE CROiV EX 36-" Cam. SU _ 11:_',*(MERIFY} STRUCTURE TYPE RIM INVERT �+ 31 " 60 MH W /INSIDE DROP CONNECTION 16.71 !E 12" CONC (N&S) 10.01 PER COR STD. PLAN 8075.1 /E 8" PVC (W) 11.88 C01 6" CLEANOUT PER COR STD. 1775± IE 8" PVC (E) 1281 PLAN B076 CO2 6" CLEANOUT PER COR STD. 17.70± !E 4" PVC (N) 12.77 PLAN B076 /E 4" PVC (S) 12.77 0*7 OIL/WATER SEPARATOR 450 GALLON, 17.751- !E 8" PVC (N) 12.63 UNLITY VAULT NO. 660-SA IE 3" PVC. (S) 1288 DRAWING NO. W27 -2285 n z i A - 76 ®0349" , STA. 5+10.q ?.: F 1 - 10 90" BEND (MJxMJ)'° REFER T II E 0 Cl TY OF REN TON R = 443.37 �DRA WING NO. W27- 0304 - / " 7 THRUST BLOCK (TYP.) I A-50 ALT -� L = 58.80 ._. ,. � _ _ _ _r � - .�; - �I I J 12 "W- HYDRANT / E ItJ n. FF 17.80 EX YDf;' . - STA. 16 +41.20 EAST VALLEY ROAD - DETAIL A / 90 I A, ® ,. n 64.,LFF: STA 600 WA -TER MAIN \ 2 DOMES 7TC W 1 TAR SERVICE n, p��..�{- L / PER COR S PLAN 8107.1 DI WATER +00 - EX. A TER MN + F S 339803 - " t __S TA. 5-I -73.33 EX. 75' PERM. " ® I e - CONNECT TO EX. 12 WATER trJ > UTILITY ESMT. f:. " 15 LANDSCAPE �� 6 FIRE SERVICE _ STA. 1 +70.57, 19.26 LT- � � e � � I t: � . SEE CONNECTION DETAIL 11- &UTILITY EsMT. kN TO CITY OF _ ,. �,, � POINT OF CONNECTION. � DDCA INSIDE BLDG j � i � INSTALL: RENTON SEE /RRIGATION FLANS.- SEE MECHANICAL PLANS_' -- �' , o " Z _......, _ rf I 1 - 12 x10 REDUCER (MJxMJ) r1 -' \ / . _ 0" MJxMJ II •,.,. „_ �„ .. v•...._..... , .,. �s� - � ".,.,.,.._ ;�.... .•: <, 1, r { � 1 1 "GATE' VALVE ( ) ' STA. Q ±79 „83 ® 1 " WA TER a . ' 1 - 10" POL YPIGGING CROSS (MJ) 1 - 10 45e BEND (MJxMJ) _. STA. 1 +61.57, 22 LT `." q 10" MJ SLEEVE 1 - THRUST BLOCK NEW FIRE HYDRANT]. " , _ 2 - 10 . SPOOLS. LENGTH AS RE( 2D t ! _ 4, fi , �,._. ASSEMBL Y I' .:<... / _ 1 1/2" WATE - I X�l '. :A. a RELOCATE EX. STREET LIGHT , S TA. 0 +62 34, � � _ J E ELECTRICAL PLANS NN . T T W It ( �L C EC O EXIST 12 J. , Q� m " f LL F 1 ,.. � 0 SEE CONNECTION DETAIL 8116 -_ _ _ ._ S " . STREET LIGHT ON D/ ATER .. _l STALL. . � 1II N r t o <11 w „ 27 LF ` 3x10' CONC. BASE +00 - . .., _ :, - ,r': 1 - 72 x10 REDUCER (MJxMJ) � �. ` - `�.,��' ! 70" Dl WATER a9 di iJ. Q t I 1 - f 0" GATE VALVE MJxMJ I ( ) EX 12 WATER MAIN " " - m a. 1 - 10 POL YPIGGING CROSS MJ � '3'- 3+00 188 LF 10" Dl -WATER ��(; �� 0 = 0751 28 ` _, :. , i 7°.., / `r.� 1 10" M✓ SLEEVE i, R 605.87 FND. REBAR &CAP m ° "� 2 - f0 SPOOLS, LENGTH AS REQD 35 LF STA. _¢f 11:,1s /� 15 PERMANENT UTILITY " € _ STA. 1 +25.04 1 - 10 45 BEND MJxMJ L 83.09 / - r - II m 10 Dl WATER : EASEMENT TO CITY OF STA. 3 l 84, 32 !, ... I1 - 10 45 BEND MJxMJ 1- THRUST BLOCK cr I _ s / I ( ) STA. 1 +96.97 REN TON " J 1 10 45 BEND MJxMJ 1 - THRUST BLOCK _ ,_ _ _ ( ) _ �' _ `� 1 10 TEE MJxMJ ; , , , ,- -- �. (_ ) _ >..: j o , II Call 2 I/Vorkrn Da s Before You Di , „ «• STA. 1151.91 ! » 1 THRUST BLOCK i7 9 16 EXIST. 12 WATER MAIN " - GATE 1. V 1 - 10 45 BEND MJxMJ 1 10 VALVE (MJxMJ) ( ), u ( , THRUST BLOCK I z 1 7TTRUST.BLOCK; 1 WATER II y v_. '555 1=800=424=5 ,_.... a . � 1,110 . TEMP. SIGN X • Utilities Underground Location Center 7 w A SC, 47 N &' EX. 10 UTILITY YARD H 'DRAN BERM (ID, MT, ND, OR, WA) EASEMENT ,, I _ BERM � ...,.- ,,.. _.,_... -� '' // BERM I ,.., II= f ,,.,., �,..,.. ;: � his , , , „ , e � .: °. NO2 091.3 E 00 y 1� _, CONE. RET. WALL �,�r.,,, �.,.n:,. r,v;._: #�:,�;7 ,.; � _ ®,- N87.50'47-W7-- _ r � » :. 1.Q., C .. Y .JUL CON RET. W 72 W � ,. ,, ... ..;:., �.�.x:.. >�,� ... ALL _ � � I is ASPHALT _.- ---�'` ,, 12 W ,,.: + .,....�� ., „�,.:.. .: _: �,_ __ 164. , BENCHMARK ANO DA TUM: e i ,� 33 IT 72 "w / EX. 6 CONC. CURB &. GUTTER �I N O = 023359 N: I� R = 605,87' 22 w 12 "w -12 w- - ? HORIZONTAL DAZl11vL NAQ 8331 R = 605.8% / ASPHALT 12 W 12"W + L= 27.14' L = 40.46 ASPHALT VERI7CAL DATUM: CITY OF RENTON CONTROLLING BENCHMARK: C CITY OF RENTON BENCHMARK No 672 CVN CROSSINGS X1 CROiV EX 36-" Cam. SU _ 11:_',*(MERIFY} /E 8" PVC SS _ 11.91 X2 CROWN 18" SD = 11.01 /E8 "PVC SS= 12.12 » CHISELED SQUARE IN CONCRETE WALK. � 6.5' WEST AND 1' NORTH OF SERVICE NOTE. ENTRANCE DOOR TO YOUNKERS NISSAN l \ SEE SHEET C2.6 FOR II WATER MANd PROFILE ELEVA TION: 20.94'