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7' 1
4ANHOLE FRAME AND COVER
SEE_ SM. PLAN
ADJUSTMENT R(I4 (2k' MfK."
SEE DOTE E
MORTAR M- N T(S) (3/6- MIN,)
SILK NOTE E
DQE ( ENTR:I )
RUBBER GA M.- 0 -JD TS EN
ACCORDANCE 'IMTH AST( 0-443
STEPS - POLYPROPYLENE STEPS
611:AU K INtL.UO
CONCRETE; RISER Sv PIPE INC44
IR APPRD EC SAL
LADDER F L PROLENE:
MALL Ili ATTACHED TO MANHOLE
MAX, PIPE SIZE — 'E.
CONCRETE SHELF
PRECAST EASE: SEC CION
OR CAST IN Et 1wF;.
T_ s„
NOT TO SCALE
77
MI'`I I ICI ° 111 i 24 ( 44, 21 150
# M MI€�Is ; MiN= 4 Iii is X4 Lw.
` ' MIDI{ M€ 1�
U27EIL,
POLYPROPYLENE SAFETY STS.
, STEPS ARE TO BE €N P-,,,,-A--CE BEFORE MA�NKOLIE SEC CONS ARE IISTALLED1
STEPS TO BE PPL
�
1. , CASTING 314ALL SE PER S'TD: PLAN 401,
4, MAM40LE SECTIONS TO, BE OFREINFORCED PF ECAST CONCRE M,
Sr ALL 41INTS BETWEEN THE CONE MISER IIS SAICKS ANO CASTIN-a $HALL BE GROUTC,.
C AD4.4TWENT OF THE CAS71NO TO GRADE SHALL BE ACCONIPLISHED LITH A COMBINA10N OF
ADW87MENT RINGS, BRIOKS AND MORTAR M" OWCICS SHALL. BE STAVARED TO CREAJE A RUNNING
BOND ORI 1/2 RCND, ME UK
7, SANITARY SEWER MANHOLES: SHALL HAVE ALL -fNTMOR S fA INCLUDING GHANNEUN:G,:
OA.''ED (SEALEVe << ITF A HIGH SOLIDS URETHANE CCATINQ, 'I+ AMR MCC-ARMHIELD I
AMROkM EQUAL- DOLOR OF COATING SHALL. SE MITE
a, Rumil FI. 9ETF, JOINTS SHALL BE I14 CCNFWMAAICE WITK ASTM 0-441.
04 ANNEL KE*i,* T S."A.LLL BE A WI -. Ito.UM Of 1/4 OF 7HE INWE DIA 477 OF THE L 4R EST PIPE
10. CONNECTIONS TO I,~1A(kMOLE SHALL. BE NiADE USNO QFX ADAP3CRp Ids -N -SEAL SOOTS OR
t ROVED E UAL,
11, IN JNIMPROVEMN AREAS, MANACLES SI-lIA - EXTEND A WiNIMUNI OF S' AND A MAXIMUM CF 1! '
ABOVE FIWISHED GRADE_ OR MUST HAVE, A: MINIMUM 2' DIAMr—ER CONCRETE PlINGS., POUR M. AT SRADF-
IN PL D` AREAS, DEAR MUST SiLWE Al ASL. DIRECTIONS TO V.ATC H PAViN&
M. iii —Aftl
PARW i STANDARD " ITAitY LIANNOLS
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LE�,PARTe EN
P E EH*r Oft OIVV.I1L"Y
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EDUALLY PACED IBV
APART DFS 23 1/16" 451 m-)
Blik 31Z SEE: RETA3L3
COVER FRAME
PLAN VIEW
D1 06
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3/4' 1 4
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NEf��I� BAST
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COVER BOTTOM VIEW
BLT SCIC. 4ALLIN HEAD)
is
RUNIER `WMHER
EON BOLTING FAIL
CIS �E�
6-�l�ld t
GASKET ET GROO E DETAIL,
FRAME SECTION VIE 1, ALL COVERS SHALL SE LOCKIING U0 PER EST
JORDAN: IRON SKS INCL N*v 3717CI OR EQUAL_
21. USE PRATE AND COVER FOR STORM (SPECiFy
"DRAIN" ON COR), SANITARY (SPECIFY
"'SEWR"), NATER (SPECIFY
a XM — 4ft.
P' �T MANHOL M FSE #AD 00vff .
DECEUM 2005
�.................. i .........�
14,
14*
CASI . r 'i,
UFT POCKET
fit' 11 N;.C� SOCKET HD
SCREW 1 " LONG
?aR0?4zE ON is.)
: 2" RAISED PADS.
CONC VE
<LASS 3i�'�
4s.- (l./8) SET
Alp
4
48` (1/9) BEND
SAND CR
E :PAI DABLE.
TOA
£,VATER TINT
PLUG
FIPDE MATERIAL AS SPECIFIED
BY THE: ENGINEER:
1a 8" 0b E" GLEANOUTS ON WkER M4145 SKA.LL. BE EAST &&DAN I"' WORK& INC,
Nl;S OR .IAL. Cj�rEAN OUT SIS:ALL K A WALTER TINT ASSEUSLYL
1 IN 'ONIMPROWD AREAS, DOUR A 1'-W 7HICK, 2'-0` SDIUARE
CCKCRETE,. CLASS=, PAD A MNIDA THE 'RIP40 AND COMER,
PUB -Tic T0RXs IN OR 8 1N4ftN' OL"N430 T 9M PIM 4 `I.
DLP' T PON SA.iwlITAMY SKWKR MAINS
- kl (SEE MOTE 7
LIMITS OF PIPE ZONE
9� pjis
a
EECCIN zAAMRIAL FOR
SANITARY SEWER PIPE ' a;� kC), 0I` PIP
(SEE : COTE: 1)
FOUNDATION LE. EL
�G. rr � Y aay +` • S
BEDDING FCPR SANITARY SEvVER FTE
6.
1, FPROIADE 'UNIFORM SUPPORT UNDER BA".ELM
.. � AND TAMP FUNDER HAUNCHES.
3, CVAPAC-17 EEDDINa MATERIAL TO 0,x;4: AX. DENSITY' EXCEPT D IRE�T_Y
C.'VER PIPE, HAND TARP ONLY,
4� FIFE INST.ALLAI- ON SHALL BE PER SEC"1 N 7-06 OF THE
STANDARD CIFG A►''I NSa
h FIFE ZONE: MAT•ERIk- SHALL EE "GRAVEL. BACKMLL F:OR DRAINS`•,
AS SPECIFIED IN TIDE AGGREGATES SECTION 'CF THE STANDARD
'E D "ICATIONS OR PEA GRAVEL.
I5, PIPE MUST BE ANCHORED IN SLCH A MANNER AS TS ENSURE FLVW
,,€ d IS 40I'TAII ecE 1.
TRENC�€ .MDTH SHAI L BE PER SECTION 2--01715.4 OF THE
STANDARD..Eur A'I'L ISa
r PIPE mismials �
DFMARTMENT POK SA1 IllrA:ILY *SWUM
OCTOBER 0012
sSII' OUTLET TEE
r
S" MIN. SEER SEAR MAI
CtA ETF I L�i I& . E1 F`t `i..Tl ''it@l
.CE TIEE &I W& .4
ELLVABON
UNLESS OTHEFiMSE SHOV0I ON PLAN, SIDE SEWER SHALL HAVE
A, MINIMUM 2,5' COVER AT PROPERTY LIRE 3-5' LOWER
THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER,
3w4, ST`AP19 1 D SIM SMVMK
a' PT,pmc WOR.18
INSTALLATION
tWARTUM
rye-- MAIN TO I ROPOIL'I� LIM)
SANZTA R Y SEWER NOTES AND SPECZFZCA TIONS
PROPERTY LINE
7.
R 4
1. ALL WORK AND WORK MATERIAL SHALL BE IN CONFORMANCE
,
DEPARTMENT SHALL TAKE PRECEDENCE OVER ALL OTHER PLANS.
IURE,
r' NUMD- O $EW: PIPE
BUILDING wm_R
3711
RENTON PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT AND
0* STUC iomx : P FAmm
TEE MTN a'' TIDE OUTLET
' ES. S �S� �E milir WITH ww FAD llw` ll MI�l}ILIE�3
9.
` SMAGE DLEA #OUT TH IN r Ir€mw Il g I�'1`1 LS *kb Yiffn
Iv. T IRM RINS b doR
SPECIFICATIONS, AS APPROVED AND MODIFIED BY THE CITY OFAN
r. tA. DA IRON Wollws �"PGD AFOLM 714 &TLC ANr
AS -BUILT DRAWING OF THE SANITARY SEWER SYSTEM,
FTs 60 Appimm Eaux. EXWNDEDTO TIc TOP CF THE STUD
SPECIFY "SEWEr dq i�e1�Sq
A SET OF APPROVED PLANS SHALL BE KEPT ON SITE AT ALL
4a
WE a PIAN 4al 1 P S'dR
' SM Son
TIMES DURING CONSTRUCTION.
AC TAM Foca .II sfbit srov C04*c'mckis TO MAIN
2. THE HOURS OF WORK IN THE STREET RIGHT OF WAY SHALL BE
LIQ AIS: AS FOLLOW,
BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE
' Rlpli ,Y MAN - COT IN, A Nck o -110N OF a.' MAIN f'H+
A ',;t� TEE USING K €fift
APPROVED IN WRITING BY THE PLANNING/BUILDING/PUBLIC
( .,PSD mAcj
MAXIMUM DEPTH OF 8 INCHES, THOROUGHLY TAMPING EACH
S, O-ZN>mrlr WAIN — CUT IN A NEW INION OfIII R MAIM ��TH
A NEW I�Ip�I� .0FLE)OKE. PLIN
MUST BE OBTAINED PRIOR TO BEGINNING ANY WORK WITHIN
�pIEE
AF I~:CD OR APPRyyE AL).
COMPACTED LAYERS MUST EXTEND FOR ONE PIPE DIAMETER ON
a. PVC MAIN — C—I3W_LLED IMTH A. R AC SA DLE (M APPROVED
EQUAL) DR OUT IN A MEW TIM U111ING RIGID COUPLING&
3. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE
LSF DJCTILE: ION MAill —• WRE—DAILLIM ATH A ROMAC SADDLE (CA,
MATERIALS TO COMPLETE THE FILL OVER PIPE SHALL BE THE
AploltcAmI�
E Ia AWH €NECTION — ALL CONN MONS TC UAW LES SHAG K
RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION
AT MAKUFA TUI 04OCK—OUTS ON T4E
OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON
S7RUCTURE 94ALL K CORE—DIS LLEM
60" ALLOWABLE MAX..
FOR AST IRON RIPE
4. A PRE -CONSTRUCTION CONFERENCE AND A 24 HOUR NOTICE
R DUCTILE IRON PIPE,
CRUSHED ROCK AND MECHANICALLY COMPACTED UNLESS
¢
1:1:5 milt
CMCRETE
OTHERWISE APPROVED BY
BLOCKING
12.
DATUM FOR VERTICAL CONTROL SHALL BE NORTH AMERICAN
ALL NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION.
s AltL.UPS
(INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE
HORIZONTAL
sSII' OUTLET TEE
r
S" MIN. SEER SEAR MAI
CtA ETF I L�i I& . E1 F`t `i..Tl ''it@l
.CE TIEE &I W& .4
ELLVABON
UNLESS OTHEFiMSE SHOV0I ON PLAN, SIDE SEWER SHALL HAVE
A, MINIMUM 2,5' COVER AT PROPERTY LIRE 3-5' LOWER
THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER,
3w4, ST`AP19 1 D SIM SMVMK
a' PT,pmc WOR.18
INSTALLATION
tWARTUM
rye-- MAIN TO I ROPOIL'I� LIM)
SANZTA R Y SEWER NOTES AND SPECZFZCA TIONS
SOURCE: CITY OF RENTON AMENDMENTS TO THE KING CO SWDM, REFERENCE 7-B
7.
PLANS APPROVED BY THE CITY OF RENTON, PUBLIC WORKS
1. ALL WORK AND WORK MATERIAL SHALL BE IN CONFORMANCE
,
DEPARTMENT SHALL TAKE PRECEDENCE OVER ALL OTHER PLANS.
WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF
8.
A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE
RENTON PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT AND
�
WHENEVER CONSTRUCTION IS IN PROGRESS.
THE LATEST EDITION OF THE WSDOT/APWA STANDARDS AND
9.
THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH
SPECIFICATIONS, AS APPROVED AND MODIFIED BY THE CITY OFAN
m
AS -BUILT DRAWING OF THE SANITARY SEWER SYSTEM,
RENTON IN THE RENTON STANDARD PLANS & SPECIFICATIONS.
WHICH HAS BEEN STAMPED AND SIGNED BY A LICENSED
A SET OF APPROVED PLANS SHALL BE KEPT ON SITE AT ALL
D
PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL
TIMES DURING CONSTRUCTION.
SURVEYOR.
2. THE HOURS OF WORK IN THE STREET RIGHT OF WAY SHALL BE
10.
BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE
PER CITY SPECIFICATIONS ON WEEKDAYS UNLESS OTHERWISE
PIPE IN LAYERS WITH A LOOSE AVERAGE DEPTH OF 6 INCHES,
APPROVED IN WRITING BY THE PLANNING/BUILDING/PUBLIC
MAXIMUM DEPTH OF 8 INCHES, THOROUGHLY TAMPING EACH
WORKS DEPARTMENT. AN APPROVED TRAFFIC CONTROL PLAN
LAYER TO 95 PERCENT OF MAXIMUM DENSITY, THESE
MUST BE OBTAINED PRIOR TO BEGINNING ANY WORK WITHIN
COMPACTED LAYERS MUST EXTEND FOR ONE PIPE DIAMETER ON
PUBLIC RIGHT OF WAY.
EACH SIDE OF THE PIPE OR TO THE SIDE OF THE TRENCH.
3. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE
MATERIALS TO COMPLETE THE FILL OVER PIPE SHALL BE THE
APPROXIMATE AND IT SHALL BE THE CONTRACTOR'S
SAME AS DESCRIBED.
RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION
11.
OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON
SO AS TO AVOID DAMAGE OR DISTURBANCE.
EXISTING TRAVELED ROADWAY SHALL BE BACKFILLED WITH
4. A PRE -CONSTRUCTION CONFERENCE AND A 24 HOUR NOTICE
CRUSHED ROCK AND MECHANICALLY COMPACTED UNLESS
SHALL BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION.
OTHERWISE APPROVED BY
IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE
12.
DATUM FOR VERTICAL CONTROL SHALL BE NORTH AMERICAN
ALL NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION.
VERTICAL DATUM 1988 METERS, AND FOR HORIZONTAL
(INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE
CONTROL SHALL BE NORTH AMERICAN DATUM 1983/1991
OF THE CITY OF RENTON.) IT SHALL BE THE CONTRACTOR'S
METERS UNLESS OTHERWISE APPROVED BY THE CITY OF
RESPONSIBILITY TO NOTIFY THE PUBLIC WORKS INSPECTOR 24
RENTON PUBLIC WORKS DEPARTMENT. REFERENCE BENCHMARK
HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION.
AND ELEVATIONS ARE NOTED ON THE PLANS.
5. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS,
13.
ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR
METHODS AND SEQUENCES OF CONSTRUCTION AND FOR THE
OTHERWISE STABILIZED TO THE SATISFACTION OF THE
SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION
DEPARTMENT FOR THE PREVENTION OF ON-SITE EROSION AFTER
SITE.
THE COMPLETION OF CONSTRUCTION.
6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO
14.
ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY
OBTAIN STREET USE AND ANY OTHER RELATED PERMITS PRIOR
PREPARED FOUNDATION IN ACCORDANCE WITH THE
TO ANY CONSTRUCTION.
STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON
SURVEYED: SCALE:
BEYLER CONSULT. 1 „=20'
DESIGNED:
BML
DRAWN:
JAP
ONE INCH
CHECKED: AT FULL SCALE
BML IF NOT ONE INCH
N 0 . REVISION BY DATE AP P R APPROVED: saLF ACCORDINGLY
LCB
VERTICAL NAW 1988
HORIZONTA: NAD 1983/1991
DATU M
BEYLER
CONSULTING
CONTACT
phone: 253-301-4157 OFFICE
fax: 253-336-3950 7602 Bridgeport Way W
b I It' L k d WA 98499
ey erconsu Ing.com a ewoo ,
CITY OF KENNYDALE VUE POINT SHORT PLAT
CONSTRUCTION PLANS
WL
RENTON
LUA14-000859 & U14-005633
Planning/Building/Public Works Dept. SANITARY SEWER NOTES & DETAILS
8M P — 4fti
JANUARY 201 '
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 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 OR
MUST HAVE MINIMUM 2' DIAMETER CONCRETE RING POURED AT
GRADE. IN PAVED AREA, COVER MUST SLOPE IN ALL
DIRECTIONS TO MATCH PAVING.
5-383902
R-381308
CITY OF RENTON
DATE:
DATE:
DATE:
DATE:
DATE:
01/27/201
RELD800K: NA
PAGE:
NA
DRAWING NO:
C8
SHEET: 8 OF:
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