HomeMy WebLinkAboutS-404204SANITARY Y SEWER NOTES AND SPECIFICATION
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NOTES-
1. STEPS TO 9E P'OLYP;l r V .E1+1E SAFETY STEPS,
2 STEPS APE TO tit JN PLAa BEFORE MAMMOL,E SEMNS AK NSTALLCI).
3 CA,STING SHALL 9E PER STD, PLAN 401.
s M"HOLE SECTiDNS TO 9E OF REIWCI] M PRECAST CONCRETE
5. ALL ONt$ DCTW_CN THC CONF. FHSM R1r 5. W:CS AND CASTING smsiL E1E C*WTIEO-
d. ADJUSTMENT OF THE CASTING TO GRADE SHALL SE ACCOMPL sim NTH A COMONA TON OF
A"iSTWENT RINGS, 9R]"S AND MORTAR O&L 9MCKS SHALL BE STAID 10 CREATE A R'4.CNNG
BOND RIIR 1/7 Rom. r�l€ u CE-5m s,Is PROIm7m
7 SAAL17AJxY SEER MAdaF1CILFS S;ikt P1 41A NnTtObO SuRrAaS, 04MAXW`+ 0sAmI*3jNa,
COAMP~ %AL D) NTH A F11D'r UXOS 1.MIETIIARE 0ATl1N*; WAWA MC-MV04I1MD OR
APPROVED C4t10L; r-eJ OR OF C ATM MALL BE WITL
JS RUM" 0A51ETE.D JGUNTS SHAIL BE IN CCINFORIIANCE ?NTH ASrM C-441
4 diANN4 HE041 SHALL K A MINIMOU Or 314 W W "CC OIAt1EM OF ?W Wt=F M_
10- CZ"NECT1014r5 M YANNXE SHALL 9E UAnE USING [fie Af}APTOK NOR-N-SFAL 9XIM OR
APPROVED SQUAB.
11 IN Vh IMPROVE; ED AREAS. VANMC €5 SHAL-L EXTEND A MlP NVU OF 6• AW A UA1L1YSUY OF 12r
AMvr FrNSHEn QRADr OR UUST loW A vimmUM 2' LU AOclETr C13r1MTE L41FIGS POURED AT GRACE
N PAVM AREAS. C:O MUST SLOPE IN M.:L DRECnONS TO MATC44 PAWNroo-
8"
MOM 1R , PLAN - 400-S
* ` bfiPAY{I1iEtV! STANDARD SANITARY MANHOLE
FTEMSER 2011
BUL'HOLES - 3 PLCS
EQUALLY SPACED In'
APART fiita 23 er16' C'SIB6M++1
111A Of (SEE 11ETr1:L)
COVER $1 FRAME
PLAN VIEW
2S' DIA,�
C639mM1
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FRAME SEOTFON VIEW
PU13T IC WORKS
DEPARTMENT
COVER BOTTOM VIEW
HLT SOC. RALLEN HEAD)
Sr0'�Gs x 51 Ss
RUBBER WASHER
EON BOLTING DETAIL
I/4• 11/R16'
16Mn1 It2rr.A]
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CR3r+n1
OA KET G ROOVE DETAIL
1.. ALL COVERS SHALL BE LCOCHO LID PER EAST
JORDAN IRON WO"S INC. No, 3717C1 OFR EQUAL
2 USE FRAME AND COVER F'DR STORM (SPECIFY
"DRAIN" QN CQV�R). SANITARY (SPtCIFY
"SEWER"). OR WATER (SPEC FY ` WAT R"),
STD- PUN -
MAINHOLE FRAME AND COVE14
DER,EMBER 2009
STANDARD SANITARY MANHOLE MANHOLE LE FRAME IE AND COVER
N.T.S. N.T.S.
�w
9" MIN.
WIDTH
�• WHITE POST
I
' 4*F
LL
SEWER MANHOLE MARKER POST
SEWER MANHOLE MARKER NOTES -
SEWER MANHOLE MARKER POST SFiAI_l. BE EQUAL TO
ARSQNITE UTILITY MARKER
EWrR MANHOLE MAWR POST To or usED TOR
SANITARY SEWER MANHOLES IN UNiMPROVED AREAS.
SEWER MANHOLE MARKER POST SHALL_ IDENTIFY THE
MANHOLE AS "SANITARY SEWERR.
PRJHIIC INORKS SE ER MANHOLE MARKER POST
DEPARTMENT
SEPTEWIBU Z011
SEWED MANHOLE MARKER POST
IN (SEE NOTE 7) LIMITS OF PIPE ZONE
BEDDING MATERIAL FOR
(SEE
SAWTNOTE ARY 5) PIPE
O-D- OF RIPE
FOUNDADON LEVEL
SEODING TOR SANITARY SEWER PIPE
1. PRD+ADE UMFORM SUPPOR7 UNDLR BAI%EL.
2- HAW TAMP UHOER HAUNCHES.
3, COWACT KWIr ro M46TEFt1AL TO 159 MAX. DENSITY EXCEPT DIRECTLY
0%" "E. BAND TAMP DNLY,
A. P1PE INWALLATION SHALL 61E PFIR SEC11r 7-08 OF THE
!MNIDAIKO SPECIFICATIONS-
5. PIPE Z04E MATtf l_ SKALL HE PER SECTION 9-0112(,3y
Cf THE WAKARD SPECIFICATIONS OR PEA CRASrEt-.
e. PIPE MUST 9E ANCHORED IN SUCH A MANNER AS TO ENSURE FLOW
LINE iS 0AAT9NFO.
Z TRENCH 007H SHALL OE PER SFCTIDN 2-019,4 OF THE
STA4r+DARD SPCCIF'r0An 0K5,
STD. p AN -as
I}uSLLCWORKS PIPE BEDDING
DEPAR70AENT FOR SANITARY SEWERS
PIPE BEDDING FOR SANITARY SEWERS
N.T,S. N.T.S.
tivi to Scale
LIFT POCKET NAME
3/4` LEtTERIr9G '5EwER- 2'-C] " IIIAMETM F V-0"
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By n4E FNr&-N{ER
N O>71
1 6' AND 0" R:LE-A -OuT ItINUS AND CONCHS ON SL ER "NS SKA L K CAST "IDAN 1Rd1 NORXS, INC-
No. 3 (PRODUCT RG, 0UM!09W3 GII APPROYM EWAL- CLEM WY SHALL '9F. A WATER 11OHr A55 HL*,
7 IN 1+N14/P1IN VL0 AFMAS. POUR A 1'-10• ROM 7'-Cr SOwM
COHCIh VE. CLAn 10M. PAID AROUND TI-E IM040 AND COVER
STM FL04W - 40.2
PUBLIC WORKS 8" OR 6" CLEANOUT
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TIME sECor�pS
AIR TEST TABLE FOR SANITARY SEWER
N.T.S.
JPE
04/02/19
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JPE
06 03 19
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BY
DATE
APPR
++
ONE I1 m
AT fm muz
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TjL'.11,E A000ADMY
1, ALL WORK AND WORK MATERIAL SHALL BE IN CONFORMANCE WITH THE STANDARDS
AND SPECIFICATIONS OF THE CITI' OF RENTON PLANNING/BUILDING/ PUBLIC WORKS
DEPARTMENT AND THE LATEST EDITION OF THE WSDOT AP A 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
INEPT ON SITE AT ALL TIMES DURING CONSTRUCTION.
THE HOURS DF 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.
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 DISTURBANOE-
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 PRIDR TO STARTING
CONSTRUCTION. ( INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE
CITY OF RENTON-) IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE
PUBLIC WORKS INSPECTOR 24 HOURS IN ADVANCE OF BACKFILLING ALL
CONSTRUCTION.
5- CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES
OF CONSTRUCTION AND FOR THE SAFETY OF WDRKERS AND OTHERS ON THE
CONSTRUCTION SITE.
- IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND
ANY OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION.
7. PLANS APPROVED BY THE CITY OF RENTON, PUBLIC WORKS DEPARTMENT SHALL
TAKE PRECEDENCE OVER ALL OTHER PLANS-
8. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER
CONSTRUCTION IS IN PROGRESS,
9- THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN AS —BUILT DRAWING
OF THE SANITARY SEWER SYSTEM, WHICH HAS BEEN STAMPED AND SIGNED BY A
LICENSED PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL SURVEYOR,
10. BAOKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAVERS WITH
A LOOSE AVERAGE DEPTH OF 8 INCHES, MAXIMUM DEPTH OF 8 INCHES, THOROUGHLY
TAMPING EACH LAYER TO 93 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 BAC FILLED WITH CRUSHED ROCK AND MECHANICALLY
COMPACTED UNLESS OTHERWISE APPROVED B
1- 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
FDUNDA110N 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
EN11RE 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.
1, SANITARY SEWER PIPE SHALL DE POLYVINYL CHLORIDE (PVC) RUBBER GASKETED
ASTM D 3D34, SDR .35. OR DUCTILE IRON CLASS 50. UNLESS OTHERWISE APPROVED
BY THE WASTEWATER UTILITY.
15. IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 5 INCHES AND MAXIMUM 12
INCHES ABOVE FINISHED GRADE OR MUST HAVE MINIMUM ' DIAMETER CONCRETE
PING POURED AT GRADE, IN PAVED AREA, COVER MUST SLOPE IN ALL DIRECTIONS
TO MATCH PAVING,
Know what's blur.
CII before you dig.
vEfMa4- ruAti1U ,9eb [r
Hwazop m-. NQ 19e3/>1%1 CITY L-J� F
RENTON
DATUM
Planning/Budding/Public Works Dept.
RECORD DRAWING
03-15-2021
NO RECORD INFORMATION
SHOWN ON THIS SHEET.
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950 Pacific Avenue. Suite 450
Tacoma, WA 98402
26 - 7 ,400
PROLOGIS
12720 Gateway Dr., Suite 110
TukMa, WA 0816
20-414-762
S-404204
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
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WASTEWATER UTILITY
dohriste 07/29/201
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DEVELOPMENT ENGINEERING 0 Z
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PROLOGIS RENTON 9
001 MONSTER ROAD SW
Record Drawing documents 03-15-2021
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