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Home My WebLink AboutR-3830120 SEWER 1. 2. 3. 4. M 0() S~I1, Mao a � �z RESPONSIBILITY TO NOTIFY THE PUBLIC WORKS INSPECTOR 24 HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION. ® 0 �o e CD c 1 a ��E cc 03 U a� IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION E--+ N z °O Fowl N = z A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. U) C SEWER 1. 2. 3. 4. enCc� Q S~I1, M a � �z RESPONSIBILITY TO NOTIFY THE PUBLIC WORKS INSPECTOR 24 HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION. ® con CD Hct� 1 u cc E -i N 00 z IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION N z Fowl PLANS APPROVED BY THE CITY OF RENTON, PUBLIC WORKS DEPARTMENT, SHALL TAKE PRECEDENCE OVER ALL OTHER PLANS. cy) 0 d' ''- 0 L0 r- SEWER 1. 2. 3. 4. GENERAL NOTES ALL WORK AND WORK MATERIALS 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. 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. 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. 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. Q S~I1, (INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON.) IT SHALL BE THE CONTRACTOR'S co RESPONSIBILITY TO NOTIFY THE PUBLIC WORKS INSPECTOR 24 HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION. a' 5. CD . 1iR*X NTH THE WW �"� SLED SURFACE CLEEAMUT WITH cy) 0 d' ''- 0 L0 r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~I1, (INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON.) IT SHALL BE THE CONTRACTOR'S IlfIm RESPONSIBILITY TO NOTIFY THE PUBLIC WORKS INSPECTOR 24 HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION. a' 5. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTION . 1iR*X NTH THE WW �"� SLED SURFACE CLEEAMUT WITH AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE. cc 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION 0 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. U) 9. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN AS -BUILT DRAWING OF THE LINES ARE AS FOLLOW& SANITARY SEWER SYSTEM, WHICH HAS BEEN STAMPED AND SIGNED BY A LICENSED PROFESSIONAL F-- ENGINEER OR LICENSED PROFESSIONAL SURVEYOR. W 10. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS WITH A LOOSE ,C AVERAGE DEPTH OF 6 INCHES, MAXIMUM DEPTH OF 8 INCHES, THOROUGHLY TAMPING EACH LAYER TO (FUMO OR APPR0%W Trill AIJ.. 95 PERCENT OF MAXIMUM DENSITY. THESE COMPACTED LAYERS MUST EXTEND FOR ONE PIPE C. PMC MM - GCRE-CALLED 'I 17H A ROAAC SAIXXE (OR APPWWM DIAMETER ON EACH SIDE OF THE PIPE OR TO THE SIDE OF THE TRENCH. MATERIALS TO COMPLETE • DUCTILE NI[I!! FAIN - 00IMr-DAUED 1MTH A RWAC SAME (OIC THE FILL OVER PIPE SHALL BE THE SAME AS DESCRIBED. z 11. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAY SHALL BE Q AT "WACMM ODM -OM OR THE BACKFILLED WITH CRUSHED ROCK AND MECHANICALLY COMPACTED UNLESS OTHERWISE APPROVED BY THE z CITY OF RENTON. CUTS INTO THE EXISTING ASPHALT SHALL BE NEATLINE CUT WITH SAW IN A CONTINUOUS LINE. FOR OAST IRON PIPE A TEMPORARY MIX PATCH MUST BE PLACED IMMEDIATELY AFTER BACKFILL AND COMPACTION. A PERMANENT HOT MIX OR DUCTILE IRON PIPE. �` 1:3 S MIX k CONCRE7E 4 PATCH SHALL BE PLACED WITHIN 10 DAYS AND SHALL BE PER CITY OF RENTON CURRENT STANDARDS. BLOCKING 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 HORIZt'ONTAL. DEPARTMENT. REFERENCE BENCHMARK AND ELEVATIONS ARE NOTED ON 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 PEA GRAVEL 6" 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, 16. IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCHES AND MAXIMUM 12 INCHES ABOVE FINISHED GRADE OR MUST HAVE MINIMUM 2 FOOT DIAMETER CONCRETE RING POURED AT GRADE. IN PAVED AREA, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. 2" CLAS *2" . CLA CLA CALF 81 1 BEFORE YOU DIG! MIN IMIN r MIN' � MINIMIN 6.5' MIN. 1' 1' 2.5' 1' 1' MIN MIN MIN MIN MIN ------------- OF CURB OR OF PAVEMENT 4B9 ACP CLASS `E' OR `B' 2" CLASS ;ENTER LINE OR .ANE LINE 6" CRUSHED SURFACING TOP COURSE CRUSHED ROCK, FLOWABLE FILL OR AS REQUIRED BY ENGINEER TYPICAL PATCH FOR FLIOMPAVSkIM 6.5' MIN. VIM PBRPRRDICULAR TO 2" DEPTH OF ROADWAY C ' TRLM GRIND OR SAWCUT AND REMOVE ADOPT= car of �11[ slYttii�! �illr Lff MM 12/se * SEE DWG# HR -05 FOR MINIMUM STANDARDS DWG. NAME: HR -23 SP PAGE: H032A I By L� TYPICAL PATCH FOR FLEXIBLE PAVEMENT N.T.S. OFFE ENGINEERS 13932 SOUTHEAST 159TH PLACE RENTON, WASHINGTON 98058 PHONE: 425-260-3412 CONTACT: DARRELL OFFE, P.E. L y,seL .• O *0•l'11r ` ' ►i, 000 • .. -off. , 27460 O . RFs �/STV0* '40,60 S�•• L�' 04/29/2015 NO. 7' MANHOLE FRAME AND COVER SEE STD. PIAN 401 ADJUSTMENT RINGS (2" WN.) SEE NOTE 6 MORTAR JOINT(S) (3�W MIN.) SEE MOTE S CONE (ECCENTRIC) RUBBER GASKETED JOINTS IN ACCORDANCE WITH ASTM C-443 STEPS - POLYPROPYLENE STEPS SHALL BE INCLUDED CONCRETE RISER BY PIIS INC.. OR APPROVED EQUAL.. LADDER -POLYPROPYLENE YLENE SHALL BE ATTACHED TO MSE MAK PIPE, SIZE A_Ei CONCRETE SHELF PRECAST BASE SECTION OR CAST IN SHELF, T NOT TO SCALE 48" MH 48" +6" MIN. 5"MIN 24'� I�+III";I, 2�" I.D. 54" MH 54" 8* M04. 5.5N MIN,, 24" MINI. 24" I.D, 60' MH Boit Rte` MIN 5" MIN, 1 42" MAIN, W I.D. I. STEPS TO BE POLYPROPYLENE SAFETY STEPS, 2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS AMIE INSTALLED. 3. CASTING SHALL. BE PER STD. PLAN 401. k MANHOLE SEC"T"IONS TO BE OF REINFORCED PRECAST CONCRETE. S. ALL 10INTS BETWEEN THE CONE, RISER RINGS, BRICKS AND CASTING SHALL BE GROUTED. 6, ADJUSTMENT OF THE CASTING TO GRADE. SMALL BE ACCOMPLISHED WITH A COMMINATION OF ADJUST1w NT R04GS, BRICKS AND MORTAR O BRICKS SHALL BE STAGGERED TO CREATE A RU##M+G BOND OR 1/2 BOND. 7F SANITARY SEWR MANHOLES SHALL HAVE ALL INTERIOR SURFACES, INCLUDING CHANNELMIG. COATED (SEALED) "TH A HIGH SOURS 'URETHANE COATING, WASSEIR MIC-AROSHIELD OR APPROVED EQUAL; COLOR OF COATING SHALL, BE WHITE. 8. RUBI R GASKETED MTS STALL BE IN CONFORMANCE WITH ASTM C-443- 9" CHANNEL H0011T SMALL BE A MINIMUM OF 3/4 +I'OF° TIME INSIDE DIAMETER OF THE LARGEST PTFE, M CONNECTIONS TO MANHOLE SHALL BE MADE USING GPI( ADAPTOR, KOR-N--SEAL. BUTTS OR APPROVED EQUAL. 11, IN UNOAPROVED AREAS, MANHOLES SHALL EXTEND A MINIMUM OF 6" AND A MAXIMUM OF 12' ABOVE MASHED GRADE OR MUST HAVE A MINIMUM 2" DIAMETER CONCRETE RINGS POURED AT GRADE, IN PAVED AREAS, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. M. !Lilt - 4OU PUBLIC WORKS S'T`AJOSPAW SPADHTARY ►tii iL.E DEP NT ... SEPTIMM 2011 SEILTHEOLES - 3 PL;CS EQUALLY SPACED 120• APART ON 23 1/16' (586mm) DIA B,C, (SEE DETAIL.) 'SER & FRAME PLAN VIEW 25' DIA, 16 mm I' 3/4' t�S�r►O 119mm;] 8 3/Y E222m l (64mm) TYP COVER SECTIION VIEW 6 1/' DIA E673mml 25 1/4" DIA C641mml4 21" /4' (6 ) DIA t2lmm3 COPRE G�4S T I^1SBr��) E1+/8* 2 /B' DIA CL OPEN t594mml 7 5/1.6` DIA E694nm) 34 1/8' IIIA BLT SDC. (ALLEN HEAD) 5/81-1.1 X 115 SS RUBKR WASHER • 1/4• 1 I/ "E&niml r6 t3mml 1/9, tR3mn3 ASIMcU G#mvE qtr Irl 7m) FRAME SECTION VWV 1, ALL COVERS SHALL. BE LOCKING LID PER EAST JORDAN IRON FORKS INC, No. 371701 OR EQUAL. 2; USE FRAME AND CLOVER FOR STORM (SPECIFY "DRAW" ON COVER), SANITARY (SPECIFY "SEWER"), OR WATER (SPECIFY "WATER"). - - PUBLIC WORKS M� L r"111.1E FRAM A&W COVUlt t DHPAR'TMENT ..4.w DEC9MBU 2008 LANKTREE SURVEYING DEMONW. D.L. OFFE, P.E. DOM: D.L. OFFE, P.E. CHECIOM: REVISION BY DATE APPR SCALE am mm AT FILL WN E F mw am way semi pacomemy W (SEE NOTE 7) LIMITS OF PIPE ZONE 0 BEDDING MATERIAL FCR``` SANITARY SEWER RIPE, I.I. 4F PIPE (SEE' NOTE 5)` FOUNDATION LEVEL'`{ s `` BEDDING FOR SANITARY SEWER PIPE NOTE 1. PRtJMDE LWORM "SUPPORT LWIDER BARRED,. 2. HANG TAMIL' UNDER HAUNCHES. 3. COMPACT BEDDING MATERIAL TO 95% MAX. DENSITY EXCEPT DIRECTLY OVER PIPE. HAIR TAMP ONLY. 4. PIPE. INSTAL LA11ON SHALL BE PER SECTION 7--08 OF THE STANDARD SPECIFICATMS. 5. P'IP'E ZONA MATERIAL SHALL 8E "GRAYEL BACKFILL FOR FORAMS" AS SPECIFIED IN THE AGGREGATES SECTION OF THE STANDARD SPECIFICATIONS OR PEA GRAVEL 6, PIPE MUST BE ANCHORED IN SUCH A MANNER AS TO ENTRE FLOW LINE IS MAINTAINED. 7. TREM04 VJDTH SHALL BE PER SEC`nON 2-09.4 OF THE STANDARD SPECIFICA71ONS. m 1W fow4M1 DATUM 6" SIDE OUTLET TEE SEM►ER 6"` ISI. MAIN ' Emu OF TEE AI MAIN (L Z �`tII�L NOTE UNLESS 07HIX SHtOVM ON PLANT, SIDE SEiIMER SHALL HAVE A MlNIMU& 2.5' CO%" AT PROPERTY UWE OR 3-5' L THAN THE LOINEST HOUSE ELEVA". W#*CHEVER IS LOVM. Pt1KdC 7018 lTAM�Ml ilii �R lli81RIIENT MOWALLATIOM (MrI1�R MAgi TO P�'T'Y LiiMj CITY OE MA RENTON Planning/Building/Public Works Dept. WD. PUN 41111 JANUARY 2012 RECOMMENDED FOR APPROVAL By: Date: By: Date: By: Date: By: Date: NANTUCKET SHORT PLAT NANTUCKET AVENUE, LLC SEWER DETAILS / NOTES 2820 PARK AVENUE NORTH 9...-38 1012- 8-353007 12S-383007 04/28/2015 1`11IL: pow-: W. 12 OR 20 man PROI•ERTY UK y S~I1, IlfIm • +r..wy#.rR 4!' STUDiWNG POST y IM 17 IN MTH 6" SM OUIET . 1iR*X NTH THE WW �"� SLED SURFACE CLEEAMUT WITH CAST INION IMIiG & OO11EIpt IN YHICFI I" LfTTl�IIM AID 05 iommIm s � THE STUD TOR � TO 1w TOP TIS SlUD. N"I E� s wc" "`;1n"- ON Im, Sm M. I oil no E snmm ""AtLATIOM) A00EPTAKE PAIOOE#OIJNE'S FOR : OONWCI ISS TO MAGI LINES ARE AS FOLLOW& A. VI's CLAY MAN - GUT IN A NEW SIM OF SEKR MAIN 07H A NEW Im USING FUME Ctl41PLMIGS SCO OR AP'PWM eOUAL). IL COMMU MAIN - CUT IN A NEVI!' SW7M OF SIE FAIN WITH A NEW TEE USING FLEaMIIrME COUPILINN (FUMO OR APPR0%W Trill AIJ.. C. PMC MM - GCRE-CALLED 'I 17H A ROAAC SAIXXE (OR APPWWM EAU,AL) Olt CUT IN A NIEW TIM USING RICIN COUPL#M • DUCTILE NI[I!! FAIN - 00IMr-DAUED 1MTH A RWAC SAME (OIC AVE EQUAL) E MA"HOLE COINMIECTWN - ALL SCI MlS TO MAI+NHiDM SHALL ISE AT "WACMM ODM -OM OR THE STRuC7URE SHALL IIS CONE -DRILLED. " ALLOWABLE MAX, FOR OAST IRON PIPE OR DUCTILE IRON PIPE. �` 1:3 S MIX k CONCRE7E 4 BLOCKING Ie HORIZt'ONTAL. 6" SIDE OUTLET TEE SEM►ER 6"` ISI. MAIN ' Emu OF TEE AI MAIN (L Z �`tII�L NOTE UNLESS 07HIX SHtOVM ON PLANT, SIDE SEiIMER SHALL HAVE A MlNIMU& 2.5' CO%" AT PROPERTY UWE OR 3-5' L THAN THE LOINEST HOUSE ELEVA". W#*CHEVER IS LOVM. Pt1KdC 7018 lTAM�Ml ilii �R lli81RIIENT MOWALLATIOM (MrI1�R MAgi TO P�'T'Y LiiMj CITY OE MA RENTON Planning/Building/Public Works Dept. WD. PUN 41111 JANUARY 2012 RECOMMENDED FOR APPROVAL By: Date: By: Date: By: Date: By: Date: NANTUCKET SHORT PLAT NANTUCKET AVENUE, LLC SEWER DETAILS / NOTES 2820 PARK AVENUE NORTH 9...-38 1012- 8-353007 12S-383007 04/28/2015 1`11IL: pow-: W. 12 OR 20 man