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CITY OF RENTON
A. DEPARTMENTOFPUBLIC WORKS
SEAL W:TU 42 4WO 4
DRY smo AFTER PATCIJIWI
PATCWED
A A
PLAN
1'-0" OUT5M DNA,
47COW-20r:
SECTIOW A-A
REMOVE PAVEMENT AND BASE MATERIALS FOR A DISTANCE
WHICH IS EQUAL TO THE DIAMETER OF THE FRAME PLUS TWO
FEET. .'JUST CASTING FRAME 10 PAVEMENT SURFACE USING
CDNC E BLOCKS'
REPLACE ALL BUT TOP 2* OF EXCAVATED K47ERIAL WITH
CLASS 8 CONCRETE (3/4). FINISH PAVEMENT SURFACE WITH
2' OF A.C. CLASS 'G'.
SEE CITY OF RENTON SUPPLEMENTAL SPECIFICATIONS
SECTION 7-05.3(1).
TYPICAL UTILITY ADJUSTMENT DATE_ 4/87
CITY OF RENTON __Gpp CITY OF RENTON
DEPARTMENT OF PUBLIC WORKS
DEPARTMENT OF PUBLIC WORKS
MORTAR FILLFT-
SANITARY MANHOLE TYPICAL DETAIL
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I _k � 429 -
s.
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- --------------------------
_71-- 412
JAelowen N'mM, and ,;;W\ tj
iop
404
400
b
9s T. 2'5 /V, R. 5 f, 1M.
,
CITY OF RENTON
A. DEPARTMENTOFPUBLIC WORKS
SEAL W:TU 42 4WO 4
DRY smo AFTER PATCIJIWI
PATCWED
A A
PLAN
1'-0" OUT5M DNA,
47COW-20r:
SECTIOW A-A
REMOVE PAVEMENT AND BASE MATERIALS FOR A DISTANCE
WHICH IS EQUAL TO THE DIAMETER OF THE FRAME PLUS TWO
FEET. .'JUST CASTING FRAME 10 PAVEMENT SURFACE USING
CDNC E BLOCKS'
REPLACE ALL BUT TOP 2* OF EXCAVATED K47ERIAL WITH
CLASS 8 CONCRETE (3/4). FINISH PAVEMENT SURFACE WITH
2' OF A.C. CLASS 'G'.
SEE CITY OF RENTON SUPPLEMENTAL SPECIFICATIONS
SECTION 7-05.3(1).
TYPICAL UTILITY ADJUSTMENT DATE_ 4/87
CITY OF RENTON __Gpp CITY OF RENTON
DEPARTMENT OF PUBLIC WORKS
DEPARTMENT OF PUBLIC WORKS
MORTAR FILLFT-
SANITARY MANHOLE TYPICAL DETAIL
-AaJU5TW,EQT,4'MiN.
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kAAX,PIPE 5rZE-21"I.D. �ND.�LIIMUJUM TO BE ev4'4' DEFORMeD 5CR 6fiLV,4JT7ED
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'Imp- CZ)MCRIffle.
5. 0PFkllMG '-WOJLD BE ON DOWMSTPEAM, SIX
DATE v87 I 'f'SANITARY SHALLOW MANHOLE TYPF"9'
SHEZT5!.3
GENERAL NOTES
1, ALL WORK AND MATERIALS SHALL BE IN ACM-R-RANCE. WITH THE APPLICABLE STANDARDS AND SPECIFIATIONS OF
THE CITY OF RENTON.
2. ALL SEWER MAIN EKWONS MOST BE STAKED BY SURVEY FOR 'LINE AND GRADE' PRIOR TO STARTING
CONSTRUCTION.
3. WORK SHALL NOT COMMENCE UNTIL APPROVAL HAS BEEN RECEIVED FROM THE CITY Of RENTON. NO PART OF THE
SANITARY SM SYSTEM'SHALL BE COVERED, CONCEALED OR PUT INTO USE UNTIL IT HAS BEEN TESTED,
INSPECTED, AND APPWm BY THE CITY INSPECTOR.
4• APPROKIMTE LOCATIONS OF EXISTIRG UTILITIES HAVE BEEN OBTAINED FROM AVAILABLE RECORDS AND ARE
SHM MR CONVENIENCE. THE CONTRACTOR SHALL BE REWPWIBLE FOR VERIFICATION OF LOCATIONS AND TO
AVOID MAIM TO ANY ADDrTIlOML UTILITIES NOT SHOWN. IF CONFLICTS WITH EXISTING UTILITIES ARISE
DURING CONSTRUCTION. THE CONTRACTOR SHALL MffIFY THE PUBLIC WORKS INSPECTUR AND ANY CHANGES
REOUIRED SHALL BE APPROVED By THE CITY ENGINEER PRIOR TO COMMMCEMENT OF RELATED CONSTRUCTION ON
THE Pgrim.
5. FOR AID IN UTILITY LOCATION, CALL 1-800-424-5555, 48 HOURS PRIOR TO BEGINNING OF CONS! IW CTION.
6. CONNECTION TO THE EXISTING MIN SMALL BE DONE SO AS TO PREVENT ANY FOREIGN IIATERIALS FROM
ENTERING EXISTING SOW.
7. PVC PIPE SHALL BE SDR 35 ASI9 -0-3034.
MILE IRON-PIPE SELL BE NECHAINICAL JOINT, CLASS 51, CEMENTFLINED, CONFORMING TO ANSI STANDARD
A21.51 (AWWA C-1511). MCHANICAL JOINTS SHALL BE OF THE STUFFING BOX TYPE. INCLUDING RUBBER
CASKEL CAST -IROH GLAND, AND TEE-MD BOLTS AND NUTS TO EFFECT THE SEAL. ALL JOINTS SHALL
CONFORM TO ANSI STANDARD .421.11 (AWWA C-111).
8. SEVER LINES SMALL BE CUM AND TESTED IN ACCORDANCE WITH CM OF RENTON STANDARDS AND
SPECIFICATIONS.
9. HE 001frPiNCIM SHALL BE RESPONSIBLE FOR MAINTAINING AND REPAIRING ASPHALT AND GRAVEL SURFACES
DIMNO AS A RESULT OF THIS CMSMIL71111 UNTIL THEY ARE ACCEPTED BY THE PUBLIC WORKS DEPARTMENT
OF THE CITY.
10. ALL TRW BACKFILL WITHIN ROADWAYS SHALL BE COMPACTED TO 95% OF MAXIMUM DENSITY.
it. THE CONTRACTOR SMALL TAKE ALL NECESSARY PRECAUTIONS FOR THE SAFETY OF EMPLOYEES ON THE PPGJEc:
AND SHALL COMPLY WITH ALL APPLICABLE PROVISIONS OF FEDERAL, STATE, AND MUNICIPAL SAFETY LAWS AND
BIJIGDING CODFS. BE SHALT. ERECT AND PROPERLY MAINTAIN, AT ALL. TIMN'a. AS REOUDRED BY THE
CONDITIONS AND PROGRESS OF THE WORK, ALL NECESSARY SAFEGUARDS FOR PROTECTION OF WORKMEN AND THE
POBLIC; SHALL POST DANGER SIGNS WARNING AGAINST KNOWN OR UNUSUAL HAZARDS+ AND HE SHALL DESIG14ATE
A RESPONSIBLE MEMBER OF HIS ORGANIZATION ON THE CONSTRUCTION SITE ME DUTY SHALL BE THE
PREMIGH OF ACCIDENTS.
o2A &4-c?
Ark
I N T E N S U S
ENGINEERING • SURVEYING
42S Add d&falh aer City review dlm-Lqy _1*179 A
Z/,V/OA( PLACE
Una ®n 4ve AF i Nf 7& Cmrt
6/t, a/ Rep1m, fi'sh,
17508?ALOM-INO DRIVE BOTHELL, VlA 980112
1206) 481-7282 SAAllrARY JEW-ER AZAAI
IRI � E� N"Jll;E?
092305.01
11 IN MENI.
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1. 1 'NIMI. M., NVNN,,r 1. WENI.I.1—
W NNNINNN Ir.m IN
.."A.
(III. NN
c . NINE %ME IN III, VNICT-5
No Inw.
NINNI1.1; OW " Eftf. 10 IF IV, III. W.'..
t"m IN awle I&NINN, IN,
awi IN
..
Im," m .1 aN,% Or
OROWARY PIPE BEDDING
FOR 4' PIPE
uaax 14".. Iry It.
Elt-tAft
t,t,riEvirt. no,— NINN't
ft" a W NE m INNER
sm. I'"
I...
(— It.) — — mpic IN
—,c
NN•NNE — If IN, I—K o—u., v
It,
StNtt ..t_
IEW", Is — In IN*mNttN It,
W .... It— NNNINL, ftµtx s,,Nt
w I. NNNW( fiYw, LSUn IN[ pit
INNtt ft 5-112•.10 caNNIN" — "It ItNNNNN
;*.. 9-W WE "41, =1 0.12
CLEANOUT
SONNI INEN IN. tINw "t, cltrlWYtnlµ u-
-It INEWI III, SNAIL
it u4u:rts
ORDINARY PIPE BEDDING
L.
IN"Et, N AN. c-W? Y
FOR IrANO LARGER PIPES
_t% — wt, — NIN", Im VNLi
o". m Iwo
L!n w NNEAS m To K c:Nx two,
6. ALL I ANNE -v aims
own".= =Mlm "N,
Asm C-of vicit"Im. Awls.
in MWANs to illsim =, ".", IN few
Will
9WAj;r4fjf�Etgv%MA (Nom 1,=:.
ILL[ Not IS a SINCE K INSIALITI).
"it.
T. _EAtI —11
[Harr INNENEII •1
CONCRETE ENCASEMENT
PIPE BEDDING CLASSES
-AaJU5TW,EQT,4'MiN.
-j — ---------
Via, Xf
COiE.
P402TAQ JONIXro
TIT—p
STEFS-5/4'DEFCOMI!D bPCZ
'/A2W5l_E ZTO 5jz:
.T.fF5 5LKLL DE INCLUDED " I
F;M� i5ccrioti
4
kAAX,PIPE 5rZE-21"I.D. �ND.�LIIMUJUM TO BE ev4'4' DEFORMeD 5CR 6fiLV,4JT7ED
L=
I 5TEM OR E=AL
::OK02ErE 5Wr-Lf= Z 5T P5 ARE To 6E IM PLACE nffF) E Mo SEr7pOW5
ARE lkroTALLM,
3 CAS; W� To 11 rlAQCIr W MTU
M.Z 1)/T . E%ff
'21W SECTIOU 4 MAUJOLE GECI`10V� -rObE Or RE lMFi9fWE0 PRECA5-1
'Imp- CZ)MCRIffle.
5. 0PFkllMG '-WOJLD BE ON DOWMSTPEAM, SIX
DATE v87 I 'f'SANITARY SHALLOW MANHOLE TYPF"9'
SHEZT5!.3
GENERAL NOTES
1, ALL WORK AND MATERIALS SHALL BE IN ACM-R-RANCE. WITH THE APPLICABLE STANDARDS AND SPECIFIATIONS OF
THE CITY OF RENTON.
2. ALL SEWER MAIN EKWONS MOST BE STAKED BY SURVEY FOR 'LINE AND GRADE' PRIOR TO STARTING
CONSTRUCTION.
3. WORK SHALL NOT COMMENCE UNTIL APPROVAL HAS BEEN RECEIVED FROM THE CITY Of RENTON. NO PART OF THE
SANITARY SM SYSTEM'SHALL BE COVERED, CONCEALED OR PUT INTO USE UNTIL IT HAS BEEN TESTED,
INSPECTED, AND APPWm BY THE CITY INSPECTOR.
4• APPROKIMTE LOCATIONS OF EXISTIRG UTILITIES HAVE BEEN OBTAINED FROM AVAILABLE RECORDS AND ARE
SHM MR CONVENIENCE. THE CONTRACTOR SHALL BE REWPWIBLE FOR VERIFICATION OF LOCATIONS AND TO
AVOID MAIM TO ANY ADDrTIlOML UTILITIES NOT SHOWN. IF CONFLICTS WITH EXISTING UTILITIES ARISE
DURING CONSTRUCTION. THE CONTRACTOR SHALL MffIFY THE PUBLIC WORKS INSPECTUR AND ANY CHANGES
REOUIRED SHALL BE APPROVED By THE CITY ENGINEER PRIOR TO COMMMCEMENT OF RELATED CONSTRUCTION ON
THE Pgrim.
5. FOR AID IN UTILITY LOCATION, CALL 1-800-424-5555, 48 HOURS PRIOR TO BEGINNING OF CONS! IW CTION.
6. CONNECTION TO THE EXISTING MIN SMALL BE DONE SO AS TO PREVENT ANY FOREIGN IIATERIALS FROM
ENTERING EXISTING SOW.
7. PVC PIPE SHALL BE SDR 35 ASI9 -0-3034.
MILE IRON-PIPE SELL BE NECHAINICAL JOINT, CLASS 51, CEMENTFLINED, CONFORMING TO ANSI STANDARD
A21.51 (AWWA C-1511). MCHANICAL JOINTS SHALL BE OF THE STUFFING BOX TYPE. INCLUDING RUBBER
CASKEL CAST -IROH GLAND, AND TEE-MD BOLTS AND NUTS TO EFFECT THE SEAL. ALL JOINTS SHALL
CONFORM TO ANSI STANDARD .421.11 (AWWA C-111).
8. SEVER LINES SMALL BE CUM AND TESTED IN ACCORDANCE WITH CM OF RENTON STANDARDS AND
SPECIFICATIONS.
9. HE 001frPiNCIM SHALL BE RESPONSIBLE FOR MAINTAINING AND REPAIRING ASPHALT AND GRAVEL SURFACES
DIMNO AS A RESULT OF THIS CMSMIL71111 UNTIL THEY ARE ACCEPTED BY THE PUBLIC WORKS DEPARTMENT
OF THE CITY.
10. ALL TRW BACKFILL WITHIN ROADWAYS SHALL BE COMPACTED TO 95% OF MAXIMUM DENSITY.
it. THE CONTRACTOR SMALL TAKE ALL NECESSARY PRECAUTIONS FOR THE SAFETY OF EMPLOYEES ON THE PPGJEc:
AND SHALL COMPLY WITH ALL APPLICABLE PROVISIONS OF FEDERAL, STATE, AND MUNICIPAL SAFETY LAWS AND
BIJIGDING CODFS. BE SHALT. ERECT AND PROPERLY MAINTAIN, AT ALL. TIMN'a. AS REOUDRED BY THE
CONDITIONS AND PROGRESS OF THE WORK, ALL NECESSARY SAFEGUARDS FOR PROTECTION OF WORKMEN AND THE
POBLIC; SHALL POST DANGER SIGNS WARNING AGAINST KNOWN OR UNUSUAL HAZARDS+ AND HE SHALL DESIG14ATE
A RESPONSIBLE MEMBER OF HIS ORGANIZATION ON THE CONSTRUCTION SITE ME DUTY SHALL BE THE
PREMIGH OF ACCIDENTS.
o2A &4-c?
Ark
I N T E N S U S
ENGINEERING • SURVEYING
42S Add d&falh aer City review dlm-Lqy _1*179 A
Z/,V/OA( PLACE
Una ®n 4ve AF i Nf 7& Cmrt
6/t, a/ Rep1m, fi'sh,
17508?ALOM-INO DRIVE BOTHELL, VlA 980112
1206) 481-7282 SAAllrARY JEW-ER AZAAI
IRI � E� N"Jll;E?
092305.01