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SANITARY S.E71WER NOTES AND SPECIFICATIONS
1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE WTH THE STANDARDS
AND SPECIFICATION OF THE CITY OF RENTON UTILITY DEPARTMENT AND
THE LATEST EDITION OF THE WSDOTIAPWA STANDARDS AND
SPECIFICA 77ONS.
2. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH "STANDARD
SPECIFICA 77ONS FOR MUNICIPAL PUBLIC WORKS CONS TRUCTION"
PREPARED BY WASHINGTON STATE CHAPTER AMERICAN PUBLIC WORKS
ASSOCIA770N, LATEST EDITION (APWA) AND CITY OF RENTON STANDARD
SPECIFICA 77ONS.
3. ALL LOCA77ONS OF EXISTING UTILITIES SHOWV 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— CONS TRUC77ON CONFERENCE AND A 24 HOUR NOTICE SHALL BE
REQUIRED PRIOR TO STARTING NEW CONS7RUCTION. IT SHALL BE THE
CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS
PRIOR TO STARTING CONSTRUCTION (INSPECTION KILL BE ACCOMPLISHED
BY A REPRESENTATIVE OF THE CITY OF RENTON). IT SHALL BE THE
CONTRACTOR'S RESPONSIBILITY TO N077FY 7HE PUBLIC WORKS INSPECTOR
24 HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCT70N.
5. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS, AND
SEQUENCES OF CONSTRUCTION AND FOR 7HE SAFETY OF WORKERS AND
OTHERS ON THE CONSTRUC77ON 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 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 CONSTRUC77ON IS IN PROGRESS.
9. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN
AS—BUILT DRAWNG OF THE SANITARY SEWER & WATER SYSTEM, WHICH
HAS BEEN STAMPED AND SIGNED BY A LICENSED PROFESSIONAL
ENGINEER OR LICENSED PROFESSIONAL SURVEYOR.
Call 2 Working Days Before You Dig
811
Utilities Underground Location Center
(lDqMT9NDj0RjWA)
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29476
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STAMP NOT VALID
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ALL teC�W 5-0XV5 114STALLE-C �4 CONCort-ITE OR PAYZED
%%Ic 14, A, y S SAA -11., FiX CAST-Wsah EOUAL TO CYNRIC
S _E
X P A NSION Mwlkro NUST BE 161ETAL E '2" 'Alt,_i1ew �T, Bk"ri-,
OF %4FT:1_R -0-ox::
1 U"AND 2"WATER SERVICE LOCATED SM. f%" - 320.2
B I 1C '�W ��l R KS
D [ P A R VA, UN `7 IN PLANTING STRIP
�V'11`,ARCUI 2,001C,
10. BACKFILL 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
7RENCH. MATERIALS TO COMPLETE THE FILL OVER THE 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. CUTS INTO THE EXISTING ASPHALT SHALL BE
NEATLINE CUT WITH 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 CITY OF RENTON CURRENT STANDARDS.
12. DATUM SHALL BE CITY OF RENTON, 1988 NAVD UNLESS OTHERWISE
SHOWN.
13. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE
STABILIZED TO THE SATISFACTION OF THE CITY OF RENTON 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 MTH SECTION 7-13.3 OF THE
CURRENT STATE OF WASHINGTON SPECIFICATIONS FOR ROAD AND BRIDGE
CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING OF THE
TRENCH BOTTOM OF THE TOP OF THE FOUNDATION MATERIAL, AS WELL
AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL. TO
UNIFORM GRADE SO THAT EN77RE 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, 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 IN PAVED AREA, COVER
MUST SLOPE IN ALL DIRECT70NS TO MATCH PAVING.
LITCHFIELD ENGINEERING
12840 8 1 ST AVENUE NE
Kirkland, WA 98034
Tel (425) 821-5038 Fax (425) 821-5739
Copyright @ 2000 Litchfield Engineering, Inc. All rights reserved.
3 REVISIONS PER CITY COMMENTS
2 REVISIONS PER CITY COMMENTS
1 REVISIONS PER CITY COMMENTS
NO. REVISION
4�' FL,mPl, CU0'1,z 1,R, CLASS 12 MENT ur�ED
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PE'TSCTOR tS '--ART OF 17HE CTO R -E ::Hw_-CX VALVE AssomILY,
T0. C�_, RE A C -9 - L � SENSIOR
�JCUN`EO CIN S -EE- nL47E
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I
'RILLED 1-101M Pj P,
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i--4," DU0%,E 114% '�-_ASS Z4 14�7�YF� IF
tX'MENt JINED, LENVH tO Fll�
0EAD4AV eLOCK REQUIRED
TO eUiLDING
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VAL*vES ANC MST KS X140 CAP& AND, 4ESLIENT SEATE) S1UT-!YF vALYES,
APPROVEID
ASSEMBLIES DER 0:9 -1 -LS, LAT -3T APPRO,'VED L.ST,
L N
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U UPREC-42T CChiCRETE, �19'ALLT "141H 2 Sxl HII�4#-S�,, MOUNTEC 0-4 SPEEL PLAM
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r_0H#x,'R_z_'7E W`PPORT
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ELE'VATION 6�' WIN, 01RIAl"IN tc,
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INS"AL- GAL*,,A�%J.1Z'E,,`J LA!Dv'�Z4 FOP. ACCES& DRAIN SYVEW
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HEALTH CERVIE; 9,ACKF-N, ASSEMBLY 1STER, TE -ST
RE4COT `T�D ;'�E SL,,F3fAirT_--rj TO 01re -:r- REfT;�14 WATEF
JTJTY Et+51NEER,0+5 DEP-,
PI,
PRIOR ACn"iATION 1F INE, IIINSr,� - -4
TEST C.0,2`KS `M -H 9 -A -AE O'Aps,,
PLTBUC WORKS 4" ODCV ASSEMBLY WITHOUT
DEPARTMENT STANDPIPE OUTSIDE INSTALLATION
MARCH 2010
....... ..... .....
45' BEND
90" BEND
THRUST BLOCK BEARINO ARIE-A IN SOUAK 4:EET (SM INVTS) FOR HORIZONTAL AND DOWNWARD WMAL BOOS
SoIL RRN SILT OR
FIRM SILTY SAND
0OWACT S" OOMPACT' SANO & GotAVEL
-------------- 4Y SEND 11 1/4' 96� -- ------
4!r 904 454 BEND
FITTINO WND TFX CAP OR PLUG 22 1/2' UND TM
CAP OR PLUG Z 1/2' MNO 7M CAP OR PLUG 22 1/2'
REND
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-15
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4.7 11 313 1.4
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11.4 3.4 L8 1 8.3 2.5
12- 53.0 1 =1.5 15.0 1 2L5 11&3
1 I&S 1 7.6 12&0 114.0 14,13 RA
AREAS CALCULATED ON 300 PSI TEST PWSSURE, V-0* WN. WWR FOR WATERMAIN UESS 7HAN 12'.
4!-0" MIN, COVER �OR WATUNAIN 12m OR OWATER.
CHECKM.
KAL
'MAX. HEJOH7 OF THRUST BLOCK (FT) 0,5 x DEPTH OF
TREM04
MIN, HEIGH7 OF THRUST BLOCK �FT) 0& PIPE + LO'
KAI
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IN SWARt nwT
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1. LOCATION AMD SZE OF OUX30110 FOR PIPE LARW� THAN 12'DIAMETER AND FOR SOIL rYPES
DIFFERENT THAN SHOM SHALL BE DEM11MME11) BY THE SNOWEER.
2, ALL BLOCKING SHALL BE POURED IN PLACE AGAIINS7 UkDtSTIURIBW NATIVE GROUND.
3, ALL POURED THRUST BLOCKS SHALL BE BACKFILLED AFTER WN. I DAY. PtWSSURE. TESTING
SHALL OCCUR AF7ER 0ONCRETE HAS REACHED NOMINAL COMPRESSIVE STRENGTH.
4, ALL 8LOMNO 'SHALL M CONCRET11 CL 5
5. BLOCKANO AGAiNST FITTINGS SHALL SEAR AGAWST THE GREATE57 FITTING SURFACE AREA
POSSIBLE, BUT SHALL NOT CO" OR ENCLOSE KU DOS. JOW BOLTS OR GLANDS
REASONABLE AOCESS TO BMTS AND QLANDS IIIHALL BE PROVIDED.
CONCRETE BLOCKING FOR
HORIZONTAL AND DOVVNWARD
VERTICAL BENDS
1 " =10'
ONE INCH
AT FUILL SOME
IF NOT ONE IINCH
SCALE ACCORDW44LY
VERTICAL- NAM ION
HORMITAL- NAD 1983/1991
DATU M
MD. PLAN - W0.9
MARCH 2010
PROPERTY LINE
FUTURE
8" BUILDING SEWER PIPE BUILDING SEWER
4" STUD MARKING POST PAINTM
-TEE WTH 6*4 SIDE OUTLET 6*X6`,Xr WYE WHITE Wj1H 'THE WORD *SE%ER` STENCLED
$1JRFACE CLE-ANOUT WITH
CAST IRON RINO 00VER IN Y" W10H BLACK LETTERS AND #0 VARE
ST JORDAN IRCIN VMXS MAPPED AROUND THE STUD AN0
975 '00 APPIROVM EQUAL, EXTENDED TO THE TOP OF THE STUD.
SPEOFY *SEAE ON LID.
SEE 117D. PLAN 403.1 FOR
A" SOL SEW AND NJILMrA Km INSTAL-AlION)
ACCEPTABLE PROCEDURES FOR S40E SEVER CONNECTfONS 70 MAIN
UMSE ARE AS F-OLII-OW& Fin
A. 14TRIFIED CLAY MAIN - 'CUT IN A NEW SEC11ION OF SEVWR M.&AN 'WTH z
A NEW 1t9 USING FLtABLE 00LIPLINOS as Z
rn
�FEANOO CR APPROAD EOUAL).
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8� CCINCRETE 4NN - OUT IN A NEW SECTION OF SEVfiR *01IN VATH m
A NEW, TEE USINO FLEXRE =PUMOS !T(
(IFERNIC0 OR APPR)O�W EQUAL). -7
C, PVC MAIN - CORE -DRILLED WITH A ROMA4 SAODLE ��OR APPROVED
m
EQUAL) OR CUT IN A NEW TEE USING RJOID COUPUNGS Cn
0
0. DUCRILE IRON MAIIN - CORE-DMLED WITH A IROMAC SAOME (OR >
APPROVED EQUAL)
E, MANHOLE ONNECTiON - ALL CONNECTIONS TO MANHMS SHALL BE
AT MANUFACTURED KNOCK-WTS OR THE
STRUCTURE SKALL BE CORE-DRILLEDA
e110 ALLOWABLE MAX.,
FOR CAST IRON PIPE
OR DUCTILE IRON PIPE,
1 3: 5 MIX
OONCRE7E
SLOCKING7. 60.
2 Y4, _m I.N SLOPE
SEWER MAIN
U,QTEi
UNLESS OTHERWSE SHOW4 ON PLAN, SIDE SEVER SHALL HAVE
A MINIMUM 15' COVS AT PROPERTY LINE OR 3-5' LOnR
THAN THE LOWEST HOUSE ELEVA71�o MICHE)0� IS LOWER,
STANORMID SIDS IN111MIIIIIIIIIIIIIII111t lop
PUB11C W01tKS 11111141TALLATION
DEPAMENT
48MMIt MAIN TO PROVER11rY LIP=)
CITY OF
RENTON
Planning/Building/Public Works Dept.
m
CrrY OF m0ffON
APPROVED BY: w DA7E.-
A 7E. -
APPROVED P,
APPROVED BY: DA 7E. -
APPROVED BY: DA 7E. -
DATE.
Renton Commercial 6-25-14
60 S. wrr e Sunset -Blvd. FELDBOOK:
Pw_1
Renton, WA 98055 DRAIIIIIIIIING NO.
WA TER & S nu WER DE TA IL S & NO TES vmr., 7 0` 7
383-70 -7
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SURVEYM:
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DESIGNM.
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5-04-15
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11-12-14
KAL
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KAL
9-5-14
KAL
CHECKM.
KAL
BY
DATE
APPR
KAI
CONCRETE BLOCKING FOR
HORIZONTAL AND DOVVNWARD
VERTICAL BENDS
1 " =10'
ONE INCH
AT FUILL SOME
IF NOT ONE IINCH
SCALE ACCORDW44LY
VERTICAL- NAM ION
HORMITAL- NAD 1983/1991
DATU M
MD. PLAN - W0.9
MARCH 2010
PROPERTY LINE
FUTURE
8" BUILDING SEWER PIPE BUILDING SEWER
4" STUD MARKING POST PAINTM
-TEE WTH 6*4 SIDE OUTLET 6*X6`,Xr WYE WHITE Wj1H 'THE WORD *SE%ER` STENCLED
$1JRFACE CLE-ANOUT WITH
CAST IRON RINO 00VER IN Y" W10H BLACK LETTERS AND #0 VARE
ST JORDAN IRCIN VMXS MAPPED AROUND THE STUD AN0
975 '00 APPIROVM EQUAL, EXTENDED TO THE TOP OF THE STUD.
SPEOFY *SEAE ON LID.
SEE 117D. PLAN 403.1 FOR
A" SOL SEW AND NJILMrA Km INSTAL-AlION)
ACCEPTABLE PROCEDURES FOR S40E SEVER CONNECTfONS 70 MAIN
UMSE ARE AS F-OLII-OW& Fin
A. 14TRIFIED CLAY MAIN - 'CUT IN A NEW SEC11ION OF SEVWR M.&AN 'WTH z
A NEW 1t9 USING FLtABLE 00LIPLINOS as Z
rn
�FEANOO CR APPROAD EOUAL).
CD
8� CCINCRETE 4NN - OUT IN A NEW SECTION OF SEVfiR *01IN VATH m
A NEW, TEE USINO FLEXRE =PUMOS !T(
(IFERNIC0 OR APPR)O�W EQUAL). -7
C, PVC MAIN - CORE -DRILLED WITH A ROMA4 SAODLE ��OR APPROVED
m
EQUAL) OR CUT IN A NEW TEE USING RJOID COUPUNGS Cn
0
0. DUCRILE IRON MAIIN - CORE-DMLED WITH A IROMAC SAOME (OR >
APPROVED EQUAL)
E, MANHOLE ONNECTiON - ALL CONNECTIONS TO MANHMS SHALL BE
AT MANUFACTURED KNOCK-WTS OR THE
STRUCTURE SKALL BE CORE-DRILLEDA
e110 ALLOWABLE MAX.,
FOR CAST IRON PIPE
OR DUCTILE IRON PIPE,
1 3: 5 MIX
OONCRE7E
SLOCKING7. 60.
2 Y4, _m I.N SLOPE
SEWER MAIN
U,QTEi
UNLESS OTHERWSE SHOW4 ON PLAN, SIDE SEVER SHALL HAVE
A MINIMUM 15' COVS AT PROPERTY LINE OR 3-5' LOnR
THAN THE LOWEST HOUSE ELEVA71�o MICHE)0� IS LOWER,
STANORMID SIDS IN111MIIIIIIIIIIIIIII111t lop
PUB11C W01tKS 11111141TALLATION
DEPAMENT
48MMIt MAIN TO PROVER11rY LIP=)
CITY OF
RENTON
Planning/Building/Public Works Dept.
m
CrrY OF m0ffON
APPROVED BY: w DA7E.-
A 7E. -
APPROVED P,
APPROVED BY: DA 7E. -
APPROVED BY: DA 7E. -
DATE.
Renton Commercial 6-25-14
60 S. wrr e Sunset -Blvd. FELDBOOK:
Pw_1
Renton, WA 98055 DRAIIIIIIIIING NO.
WA TER & S nu WER DE TA IL S & NO TES vmr., 7 0` 7
383-70 -7
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