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a'TRHA) A PIPE A B CO-, n. f 1.'.,E A NEW -LE
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SA /TARYSEWER NOTES
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1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPEGFlCA710NS OF THE CITY Of RENTON U771/N
IOVASI H(t SI_.- LEVA16)N, WIRCPtP\BR
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COATED (SEA D) V1 1 A HbH SC R 1111 DIAIL C ( AR AID Oil
DEPARTMENT AND THE LATEST ITYPON OF THE WSD07 /APWA STANDARDS AND SPECIRCADONS
2 THE HOURS OF WORK IN THE STREET RIGHT -OF-WAY SHALL BE L /M17ED TO B.•JO AM TO 3.•30 PM ON HEEKOAYS UNLESS OTHERWISE
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APPROVED /N WR/7NG BY THE DEPAR - -
7MENT OF PUBLIC WORKS AT 475 430 7100. ALL STREET CLOSURES, PARTIAL OR FULL, SHALL BE
APPROVED BY THE DEPARTMENT OF PUBLIC KS
NT1R 14 HOURS IN ADVANCE. THE POLICE DEPARTMENT, FIRE DEPARTMENT, AND 911 SHALL
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BE NOTTREO 24 HOURS IN ADVAIKE
3 ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH STANDARD SPECIF)CA BONS FOR MUNICIPAL PUBLIC WORKS CONSTRUCTON'
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PREPARED BY THE WASHINGTON STA IF CHAPTER AMERICAN PUBLIC WORKS ASSOCIATION (APWA), LATEST ED177ON AND 7HE CITY OF RENTON
STANDARD SPECIFICA710NS
4 ALL LOCA PONS OF EXIS77NO U77LI77ES SHOWN ARE APPROX /MATE AND IT SHALL BE THE 001,17RACTOR5' RESPONSIBILITY TO VERIFY THE
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TRUE AND CORRECT LOCA7701V SO AS TO AVOID DAMAGE OR DISTURBANCE,
_TROUTS SMALL BE EASE JORDAN IRON WORKS, INC.
5 A PRE - CONSTRUCTION CONFERENCE AND A 24 HOUR NOTICE SHALL BE RE U /RED PRIOR TO STARTING NEW CONSTRUCTION. IT SHALL
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BE INE CONTRACTORS AESP ONS/BlLl7Y 70 SECURE ALL NECESSARY PERM /7S PR /OR TO STAR77NG CPNS7RUC77004 (IN SEE CI7 ON WILL BE
ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON). IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO NOTIFY THE UTILITY
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DEPARTMENT 24 HOURS IN ADVANCE OF BACKRLLING ALL CONS7RUC770/4
SIDE: SI'Mrk
6. CONTRACTOR IS SOLE[ Y RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUC77ON AND FOR 7HE SAFETY OF
NO. 898 OR EQUAL CLEAN CUT SHALL BE A WATER TIGHT ASSEMBLY.
WORKERS AND OTHERS ON 7HF CONSTRUCTION SITE
Z IT SHALL BE Pit- RESPONSIBIL17Y OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER RELAIED PERMITS PRIOR TO ANY
CONSIROCnoN
MPTV TO PROPERTY
LINE)
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& PLANS APPROVED BY THE CITY OF REN701V PUBLIC WORKS DEPAR7MENT SHALL TAKE PRECEDENCE OVER ALL OTHER PLANS
9. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB 517E WHENEVER CONSTRUCTION IS IN PROGRESS
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10 THE CONTRACTOR SHALL PROVIDE INE CITY Of RENTON NTH AN AS -BUILT DRAlMNC OF THE SAN /TARP SEWER SYSTEM WHICH HAS BEEN
(IONCRmi CLASS 3000, PAD AROUND THE RING AND COVER.
STAMPED BY A LICENSED PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL SURVEYOR.
I1. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS WITH A LOOSE AVERAGE DEPTH OF 6 INCHES, MAX /MUM
DEPTH OF 8 INCHES, THOROUGH( Y TAMPING EACH LAYER TO 95% OF MAXIMUM DENSITY. THESE COMPACTED LAYERS MUST EXTEND FOR
ADOPTED
ONE PIPE DIAMETER ON EACH SIDE OF THE PIPE OR TO 7HE SIDE OF THE TRENCH. MATERIALS TO COMPLE7E 7HE FILL OWR THE PIPE
SHALL BE THE SAME AS DESCRIBED.
+. w s5 -HALT ROADWAYS. RESTORE AND CLEANOUT RING AND
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12 OPEN CUT ROAD CROSSINGS FOR UTILITY IRENCHES ON EX /STING ]RAVELED ROADWAY SHALL BE BACKFILLED WIN CRUSHED ROCK AND
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MECHANICALL Y COMPACTED CUTS INTO EXISTING ASPHALT SHALL BE NEA7ZINE CUT W17N A SAW IN A CONTINUOUS LINE. A 7EMPORARY
COLD MIX PATCH MUST BE PLACED IMMEDIA7EL Y AFTER BACKFILL AND COMPACTION. A PERMANENT HOT M/X PATCH SHALL BE PLACED
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WITHIN 10 GAYS AND SHALL BE PER CURRENT CITY OF RENTON STANDARDS
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13 DA NM SHALL BE C17Y OF PENTON, NA 1988 (METERS) AND NAO 1983/1991 (METERS)
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74. ALL DISTURBED AREAS SHALL BE SEEDL:D AND MULCHED OR OTHERWISE STABILIZED TO THE SATISFACTION OF 7HE DEPARTMENT FOR THE
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PREVENTION OF ON -SITE EROSION AFTER THE COMPLE77ON OF CONSTRUCTION.
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IS ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDA77ON IN ACCORDANCE NTH S£07701V 7- 02.3(1) OF
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THE CURRENT STATE OF WASHINGTON STANDARD SPECIRCA77ONS FOR ROAD AND BRIDGE CONSTRUCTION. 7HlS SHALL INCLUDE NECESSARY
LEVELING OF THE 7R£NCH BOTTOM OR 7HE TOP OF THE FOUNDA770N MA7ER /AL AS KZL AS PLACEMENT AND COMPACTION OF REQUIRED
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BEDDING MA7ERIAL TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF PIPE WILL BE SUPPORTED ON A UN /FORM[ Y DENSE UNYIELDING
BASE PIPE BEDDING SHALL BE PEA GRAVEL 6' ABOVE AND BELOW 7HE PIPE.
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16 SANITARY SEWER PIPE SHALL BE POLYWNZ CHLORIDE (PVC) RUBBER GASKE70 ASN D 3034, SOR 35 OR OUCPLE IRON CLASS 50.
SANITARY SEWER FORCE MAIN TO BE CEMENT LINED DUC77LE IRON PIPE CONFORMING TO LATEST REVS /ON OF AWWA C110 & C111, THICKNESS
CL 52.
R 510 __
71. IN UNIMPROVED AREAS, MANHOLE TO EXTEND A MIN /MUM OF 6' AND A MAX /MUM OF 18' ABOVE£ FIN /SHED GRADE IN PAVED AREAS,
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COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PANNG
78. ALL SAN /TARP SEWER IMPROVEMENTS SHALL BE CON57RUCTE2 IN ACCORDANCE WITH THESE APPROVED PLANS ANY DENATIChY FROM
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THESE PLANS WILL REQUIRE APPROVAL FROM THE ONNER, EN67NEER AND APPROPR /A7£ PUBLIC AGENG£S
19 LOC4II00/5 OF ROADWAYS BUILDINGS AND PARKING AREAS SHOWN HEREON ARE APPROMU47E. FOR DIMENSIONED LOCATIONS OF THESE
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IMPROVEMENTS REFER TO THE ARCHITECTURAL S17E PLAN, IMPROVEMENT AND STRUCTURE LOCATIONS SHALL HE FIELD SET BY THE
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ENGINEER AS REQUIRED.
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20 ALL MANHOLES SHALL BE PER THE CITY OF RENTON STANDARDS AND SPECIFICATIONS ALL MANHOLES SHALL HAVE A MIN /MUM 0.10
FOOT TO MAXIMUM 1.0 FOOT DROP BETWEEN INERT IN AND INVERT OUT ALL MANHOLE COVERS SHALL BE AD✓US7E0 TO FINISH GRADE
PRIOR TO FINAL PAV4NG OR LANDSCAPING
21. ALL TRENCH BACKFILL SHALL BE COMPACTED TO AT LEAST 95% OF THE MAX /MUM DRY DENSITY PER ASTM D- 1557 -70 (MOD /RED
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PROCTOR), FOR THE FIRST THREE FEET ABOVE THE P /PE. THE REMA/N/NG BAmm MAY BE TO 90 %/F NOT /N AN AREA OF FUTURE
PAVEMENT OR SIRU67URAL FILL. TRENCH BACKFILL AND COMPACTION SHALL BE COMPLE7£0 PR /OR TO 7ESDNG LINES FOR LEAKAGE.
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22 ALL SIDE SEWERS SHALL BE A MINIMUM 6' DIAMETER AND HAVE A MINIMUM SLOPE OF 20% PROPERTY/LOT CORNERS AND /OR
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BUILDING IOCA17ONS AND FINISH GRADES SHALL BE ESTABLISHED IN THE FIELD PR /OR TO ANY SEVER CONSTRUCTION. SIOE SENfR 7fE
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STA 77ONS ARE REFERENCED FROM THE NEAREST DOWNSTREAM MANHOLE THE CONTRACTOR SHALL MA /NIA /N ACCURA 7E AS -BU /L T RECORDS
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OF ALL SIDE SEWER LOCATIONS ALL SIDE SEWERS SHALL BE IE970 AT THE 71ME OF MAIN LINE 7ESI NG
2J. WHERE A WATER MAIN CROSSES ABOVE THE SAN /TARP SEVER, AND LESS THAN 310' OF VERTICAL CLEARANCE EX /STS BETWEEN THE TOP
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OF SEWER AND BOTTOM OF WATER MAIN, THE SEVER SHALL BE CON57RUC7ED OR RECON57ROC7E0 WITH DUC77LE IRON PIPE (CLASS 50)
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FOR A MINIMUM HORIZONTAL DISTANCE OF 10' ON EACH SIDE OF 7HE WATER MA /N CROSSING
24. SANITARY SEWER MAIN LINES (8' DIAMETER AND LARGER) SHALL NOT BE CONSTRUCTED ANY CLOSER THAN 10 FEET 70 ANY BUILDING
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OR 5 FEET TO ANY CARPORT.
25 ANEW 6'ON106070/45 TO EXISTING FACILITIES SHALL BE SEALED Off UN77L UPSTREAM CON57RLIC7701V IS FIN /SHED, IE57E0, CLEANED AND
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ACCEPTED. ALL CON57RUC71ON DEBRIS AND WATER SHALL BE REMOVED PRIOR TO OPENING 7HE SEAL. ALL TESTING SHALL BE IN 7HE
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PRESENCE OF A CITY OF RENTON INSPECTOR.
26 PRIOR TO ACCEPTANCE OF CONSTRUCTION AND /OR ISSUANCE OF OCCUPANCY PERMITS, EN671VEERRISURVEYOR- CER77RED AS -BUILT
DRAWINGS MUST BE PREPARED OF ALL SANITARY SEVER FACILITIES
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TEL 'NTH A •IT -OJHFI ll'. 9 P RTCN 2t NS TEND ON
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a'TRHA) A PIPE A B CO-, n. f 1.'.,E A NEW -LE
SIP I ON II
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OR ULIL -. A
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Coucaft-11 BE M1FEjNQ:--ASDGLL
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RECESSED
LIFT POCKET
%" 11 N.C. SOCKET HE
SCREW 1 Y" LONG
(BRONZE OR S, S.)
B x 2 RAISED PADS
-•- 12 Y4"
- 14
2..
1
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12 Ya"
�''-/tST IRON RING AND COVER J
2' -0°
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FIBER JOINT J
PACKING
4 ( /8) BEND
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RTFPS TO IF S /a' d D`104NFIA BUY NAF AV,OFO OP `nvm_
'AFT DRAWING RR2S
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RECESSED
LIFT POCKET
%" 11 N.C. SOCKET HE
SCREW 1 Y" LONG
(BRONZE OR S, S.)
B x 2 RAISED PADS
-•- 12 Y4"
- 14
2..
1
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2..
ja 1 .'
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12 Ya"
�''-/tST IRON RING AND COVER J
2' -0°
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FIBER JOINT J
PACKING
4 ( /8) BEND
NO
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P~C�
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NOTE.
- -
8" Mn .> ) VIA a
8" MIA! v U V.
I,/ AN Iu_E FT 4IF AND COVER
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RTFPS TO IF S /a' d D`104NFIA BUY NAF AV,OFO OP `nvm_
'AFT DRAWING RR2S
'1.
UNLESS OiHLGVP1SE
SHOWN ON P AN, SIDE
SEVIEf
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rAS`1NG TO BE PER W AVANG BR2S.
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A MINIMUM
25 COVER AT PROPERTY LINE
OR
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F 2LAN E /I FI ASTAM C -443
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IRAN 'I HE
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COATED (SEA D) V1 1 A HbH SC R 1111 DIAIL C ( AR AID Oil
ST,-P,, __ .J /q" D^FORIVIED BAR
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IF <HAI i DE NCI .(IDF )
)V R_ IE RI 'R T.y PIPE INC.,
RUBBER CAI( TE] ONIA SHALL P N CN ORH \ TI S
APPRON 1QJAi..
Q',IT
PROFILE, HF�GNT SHAH BE A UNARM OF /4 -['1 L L Irl - 1 HILL NE-Or RIFF
NA?TIT.4RY MA NGOL D
CON DEC DOV TO IANNF E SHALL B AL N( JR. u 1 E N1O}5 0'
.V%
_TROUTS SMALL BE EASE JORDAN IRON WORKS, INC.
APPROVED FCJA,
TYPICAL DETAIL
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E'I'ANDAND
SIDE: SI'Mrk
INS'I'ALLATIO\
NO. 898 OR EQUAL CLEAN CUT SHALL BE A WATER TIGHT ASSEMBLY.
AND HAVE A'S RETRAX' IDIWEEN, 1.0 IA_L? .1 ' ,. PI 118-,AILED
(Hl VP.4
MPTV TO PROPERTY
LINE)
2. IN UNIMPROVED AREAS. POUR A L-0•' THICK, T -0" SQUARE
NRD P 9
TAG VCV9
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➢4/0
ST DATE: 4
(IONCRmi CLASS 3000, PAD AROUND THE RING AND COVER.
4 iTO 'I
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ADOPTED
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, AFFAIR
1371 S? PAGE:
cl O' xtNTOF
CJ'uR AS REBUKED BY STANDARD DETAIL GNAWING SAW.
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OR GAL'VFT'P ED STEEL
0;`Y'FIR -F SHELF
L I .; I''_ g ' 4ST BA E ',, ,um
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SANITARY F.AN, -L. NT 'AL L,`CfAL-
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RTFPS TO IF S /a' d D`104NFIA BUY NAF AV,OFO OP `nvm_
'AFT DRAWING RR2S
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P OAGE
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rAS`1NG TO BE PER W AVANG BR2S.
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MANHOLE SECTION TO 6C OF R INFCP -ED PI 'A )
FEU3JP GA X ') A ll \TS IN
F 2LAN E /I FI ASTAM C -443
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SAKI }ARY SEVIER MANHOLES 9 L C PC FPF A,%VNNQ AN.CLINE.
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COATED (SEA D) V1 1 A HbH SC R 1111 DIAIL C ( AR AID Oil
ST,-P,, __ .J /q" D^FORIVIED BAR
'
IF <HAI i DE NCI .(IDF )
)V R_ IE RI 'R T.y PIPE INC.,
RUBBER CAI( TE] ONIA SHALL P N CN ORH \ TI S
APPRON 1QJAi..
B.
PROFILE, HF�GNT SHAH BE A UNARM OF /4 -['1 L L Irl - 1 HILL NE-Or RIFF
NA?TIT.4RY MA NGOL D
CON DEC DOV TO IANNF E SHALL B AL N( JR. u 1 E N1O}5 0'
.V%
,IIAX. 'fPE S ZE
LADULR -�.C. ALUMINUM
OR GAL'VFT'P ED STEEL
0;`Y'FIR -F SHELF
L I .; I''_ g ' 4ST BA E ',, ,um
/ /`T ') A)T IY iFLF.
-
SANITARY F.AN, -L. NT 'AL L,`CfAL-
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RTFPS TO IF S /a' d D`104NFIA BUY NAF AV,OFO OP `nvm_
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SF_PS ARE TO BE IN PLACE D FORE ANHOI '!I NYIA_I::D.
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rAS`1NG TO BE PER W AVANG BR2S.
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MANHOLE SECTION TO 6C OF R INFCP -ED PI 'A )
ALL .ANN'S E4AL E SEELI G
6
SAKI }ARY SEVIER MANHOLES 9 L C PC FPF A,%VNNQ AN.CLINE.
COATED (SEA D) V1 1 A HbH SC R 1111 DIAIL C ( AR AID Oil
APROVO ECLA COLOR V9(CAl! SH 91 TTL
>
RUBBER CAI( TE] ONIA SHALL P N CN ORH \ TI S
B.
PROFILE, HF�GNT SHAH BE A UNARM OF /4 -['1 L L Irl - 1 HILL NE-Or RIFF
NA?TIT.4RY MA NGOL D
CON DEC DOV TO IANNF E SHALL B AL N( JR. u 1 E N1O}5 0'
APPROVED FCJA,
TYPICAL DETAIL
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v N.DLEE EQUAL TO AND GREATER 1 11. OF ILL 1 v Ir F L11 BO" L AILL
EY
AND HAVE A'S RETRAX' IDIWEEN, 1.0 IA_L? .1 ' ,. PI 118-,AILED
A
LOT ]ED
TI TO OF REVTCfi
NRD P 9
TAG VCV9
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ST DATE: 4
4 iTO 'I
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, AFFAIR
1371 S? PAGE:
CLASS
WATER TIGHT
PLUG
PIPE MATERIAL AS SPECIFIED
BY THE ENGINEER
PLUG TO BE SEALED
IN SAME MANNER AS
MAIN SEWER JOINTS.
8 OR 6 INCH CL.EANOUT
tT4' p' ADOPTED
!pyq�q CLOY OF SENIOR
�• ' STANDARD RLANS
TO- 1ST DATE: 03/2005
4 BT'U AS BE.". (NO MORE . -� A 30 I S GME EE
TMAY 45' BEND). EVERY ND :' CI£ANO T f/YE M!IS CG P SHED BY IE.W$
CYAN GE IN TRfCIION OR X., La' PEN) AND PLUG. � � M. 'REND
Wl REQUIRE A BUREAU . i r` - -1 i V 5 8 NDS Sh t. NO *.
QUEADECT NNE. ` Y, al I 88 I=PTASL .
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MCVSE NAN SC p / OP' c IIC1N,
1 . $ESAR r: =E
SUARE (` :rmICAL) EwcA PIPE SITE N I ",A ].
CCa OU < }ES l:, A, hIN A.U4 LINE Sir Oa 11 iR IIIF'1
AHE TO EnCE ur Idt E F Lwu is s'
n A' CIFAAQC
PROP_ NNE vM V,ITH PWG 4PI L)
HO t^Y _
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IT Mlla. -A I " RC -LLR
TY�yjBU1LDWG SP.vER I\ STALL:.TIOA'011
y 7A�QLLAN DILON' SEWER SERVES Y DJO AV.NG
J < EVE1. H NS LOC iE0 BELOV i {S E EV ON 6
< T UPSTREAM VANMOLE COVER OF ITC BLIC
YSTEM A BACK LOn'PRF\ENlON EAU SUCH
z CNE_R EXiEN0A3LE CAPTIVATOR VALVE C JR
) EQUAL SMALL Bc IN AL-ED -
m 1
R COXIIIING T, .c� ' CILPC@ CT +Gfic
AN EQUAL TO IIT Ok U4I. i0 Pi
o ?rY R ACE C EA1.T
SURFACE I ... E
�' CLEAN U 4 x
v" PIPIA•D 4 9' PIGMiG
PLAN �4 '' 4F I¢I itt
)V RING DRAIN AC P AND P AA C
I OR Loll HOUSE " a J NB PLE
B LI f
NOTES R Y-
11 coup we 10 I I LAD s' HIPe
P 1 -V , m� rt A, RE1A'N Z D CAP IXt
M 4 1 C'y IR [ P We. 0 IT N ONE ANY W i O X. SC TC (PL.. V
R. iryn el pOV u.0 IIIM4 a - e oV>nwa , 11 i L EUND N .,F ER Cf' ?L a
ey IM oma:men• a enl Y - , v m sP l" ii me RED CER• ff E AhD DE uJ AS RILTI RI D.
P c 1 lID E LOT PELF De'TAD IRAN DRS.
.1nt e FAC DDB
l 'N Aix DIY .04 then e.n e 8 PB ^ SKK.. fi Y ,B ty OCYOND FLt OI'E.T A
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A, btu IF. F "I 0 III- e.- 10 m.. r ...l v. n Vac A- it
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CALL FOR LOLAIII`GS BEFORL (OU DIG
LEHR LOCATORS 1 -800- 424- S•A55
TYPICAL BUILDING SE'MRER -
SIDE SEWER (PROPER:- JACK)
TO BUILDING CONNECTION
INSTALLATION PLAN
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DATE03 05 etlit note - DCV .,D4
_jiEV,SIDN BY OR OXG NAM - BU82 SP -AOI-i 8NO
5- 341505
b', 5- 3475-02-
_' "V3'�Y "(I'Ii6fIC Plluill lq'u Ilij
UNDERGROUND LOCATOR SERVICE
CALL BEf-ORE YOU DiG!
1 -800- 424 -5555
C 1111 11911 OOIO i':Ilti iii0 :. •i•.-
RECOMMENDED
FOR APPROVAL
8Y.- DA IE'
8K ___._ DAT[:' -
8Y DAIS•