HomeMy WebLinkAboutW-417817NW 1/4 OF THE NW 1/4 ANDETHE714E:4=/4sFORFGT+4EU7NW 1/4 SECTION 9, TOWNSHIP 23 NORTH, RANGE 05 EAST, W.M.
00
All
I
O
V
Q
W
F_
Q
LU
J
O
Cn
00
HIT
CI
a
i
00
N
Alt
N
I
EXCITED EST
S.
II
'
OPEN PIPE CHANNEL
PRECAST SADDLE
I '
MANHOLE SECTION
,...,
..
C
(I (xH Bre"aLOG16
,ECONCRETANY.
UNDER PRE CAST SADD
.�L
SIL)
MAx O¢ SEED Ox
(MINIMUM)
1
Ye aEPna
.t
TOM
SAW
GREATER
FARES ___Jj
PRECAST SADDLE
MANI F TYSON
BUILD THE EL RTT
'i.
DlePEe
SLOPE ELTsOR 2%
EyIsTNG PoER(PASS POE ON`h
SHELF AND CHANNEL QUITE
N PPE
BE ]ODD Psi GONGeere
A
AREAS -H
t
_
I CAST -IN -PLACE CONCRETE `COMPACTED sdecaA'o MUCH BY
BASE POURED 4 UNDER CRUSHED ROCK OROTONAL
CLAUDE MAIN
D THICKTAMINIMUM OF STRUCTUREFOUNDATION
MUM SVPesY
NO-_S.
EXISTING PARE PT OF sH ELPRECAST MANHOLE UNIT SHALL BEAR ON THE L R EXISTING PPE
3 CAST -IN -PLACE CK SHALL BE RIDGE PSI COMMERCIAL CONCRETE
a PRECAST MANTHOLEBASUGIURA SHALL BE INSTALLED IN ACCOR04NCE EACH THE STANDARD PLAN FOR THE SPECIFIED MANHOLE
917F AND TYPE
t PRECAST MANHOLE SECTIONS BEALL FARE -HE INTERIOR a(SCALED) WTI' RT ' A SOLOS URETHANE
OR SMALL I PATH
6 THE PRECAST AxrvC E RULES SHALL SIT ON (1) 4 AT xEARED e'IHILA 1[D 1 S) SLID CONCRETE BLOCS PLACHU ON COSMETICS&
SGAI
TPIPE (P PIPE Oxv) SELL BE REMOVED MILE mE BDTmu SHALL REMAIN AS mE
CHANNEL OF THE NEW MANHOLE
8 �HG CAUST-N-PLAACE MAMMALS SHALL NO BE INSTALLED OVER A BELL OLSTEN OR JOINT 01 THE SCALE 'AIN �HU MINIMUM
PCIAN(t FROM THE NJTSDF *All IT Tl� 'PATCH AND A FEEL SECTOR OR JOINT SHALL 9' 2
®..B l.MAN-AIIn.6 m,
vu PARWORKS HCAUSSADDLE MANHOLE
DfvARTmLNT WITH CAST -IN -PLACE BASE Martin MAND 19az6/mz[
NTS
MEFERED MKFLOW ASSEMBLY
P(I BE OBTAINED FROM Cm'I
(1)2K-CONTROL VALVE
(1)CONSIRL nMMERR
(1) RPM
HYORAM ON EXISTING WATER MAIN
I1/
V' SUPPLYHOSE RMPOMR BLOW-0FFASSEMBLV
/ hl2' WLVANREDPIPF
(1)2-EXT FND
1) 2' GATE VALVE
4MM�'MRY
NEWDIWARPMAIN y PoLYPIGj%�i%I�BLOIXING
POLYPIG STATION
(1) VER➢CAL CROSS IMXFy, SITE TO MATCH WATER MAIN
(1) BLIND FLANGE WITH T TI➢ ON TOP OF CROSS
11) RMMR BLD FFASSEMBLY
(1) PER NO FLANGE ON BOROM OF CROSS
(1) PLUG IMH ON END OF CROSS WFNI TEMMUD THRUST BLOCKING
rvmES:
1. THE BACKFLOAW PREVENTION ASSEMBLY AND SUPPLY HOSE MUST BE DISCONNECIEII DURINGHYDWSTATICPRfSSURETESTINGOFTHE
NEW WATERMENN.
2. PMYPIG AND ALL DEBRIS SHALL BE REMOVED FROM SUMP OF MnM CROSS VW SMIRARY METHOD PRIOR TO DISINFECTION OF NEW
WATER NOUN.
3. UPON REMOVAL OF PCHPIG, REMOVE TEMPORARY BIdYAFF ASSEMBLY AND INSTALL TPWG.
A THE NEW WATER MNXSHALL BE CONNECTED TO THE OUSTING SYSTEM ONLY AFTER NEW WATER MAN IS FIXYPIGGED, DLSINFECIED
Al SATISFACTORY BARERHIL W ICAL SAMPLE ROULM ARE OBTAINED.
5. THE IXRRIORS OF AM I PES AND FITTINGS TO BE USED IN FINAL CONNECTION MUST BE SWABBED OR SPMYED WITH A SHIM, AVAILABLE
CHLORINEWLUTION.
STO. PUN -300.2
PUBLIC WORM OEPAUMEM POLYPIGGING NEW WATER MAINS 10
POLY PIG STATION
Call 811
2 • two business days
before you dlg
N0.
RENTO
SEWER
COVER & FRAME
PLAN VIEW
_ _ I
COVER SECTION VIEW
COVER BOTTOM VIEW
LAl zaE Y3T9.NK RSA
a MI IA
RBI uwswR
BOLTING DETAIL
E WOO _ _ lam*
pyy a
J� )K PRBHP CUUECS-
� I
i � Go�Bl
II GASKET GROOVE DETAIL
K6E l
FRAME aCTfOM# ET9 rl. ALL I€FBVFF@ ISPIDIM OF LamNIIRR LD FROM EWBT
BORROW UPm MUM PILL Ng 29183A GEN MIAL
"F EP'H)�R 'dt,OTF iF�EG TFS
lWEATER'.
I STE. PUN - SEE
�P
PUBLIC WORKS MANHOLE FRAME AND COVER
DEPARTMENT PGAZ 9/11/2019 1 1:12 P
MANHOLE FRAME AND COVER 10
NTS -
CNIL CONSTRUCTION PERMIT
CIVIL CONSTRUCTION PERMIT RESUBM17AL
REVISION
BY I DATE I ARTIER
AS NOTED REPNDAILE ""o9°°/ini
DATUM
AM A
IF NAT ONE INCH
TESTING CONNECTION
PDLVPIG STATION RRSIG PLAIN 3CQ6
(I) VERTICAL CROSS(mul
Ill BUID
FLANGE ON TOP WITH T"TV AND TH PLUG
(1) BLIND FLANGE ON BOROM
WTTEMPORARARYTHROWASS1WNG
"(MHPANOTEMPOPARYBLOV!-0FFASSEMBLV
M*�
NEWDIWATERMAIN
ELANDNG RE GP.PW4 TEMPORARYBLOCNING
OR DEAD END UN[
DO NOT DISTURB BLOCKING
FINAL CONNECrION
UPON COMPLETION OF MLMGGING, HYDROSTATICTESTING,
AND DISINFECTION, REMOVE TEMFOPARY THRUST BLOCKING
AND MMP RY BLOW OFF ASSEMBLIES
FINAL CONNECTION (BY Cm FORCES)
(1)DI SPOOL
(1) DI SLEEVE HNUH
o
xEw DIwATM max
PUIN-300.0
PUBLIC WORKS
CONNECTION TO WATER MAIN
MWAAD
®SFO.
DEPARTMENT
EXISTING TEE OR END LINE CAP
CONNECTION TO WATER MAIN
EXISTSING TEE OR END LINE CAP
NTS —
lcpff
36015th Avenue, Suite 1600
Seattle,WA98101
306.632.5811
www.RPTf.com
V CITY OF
' FENTON
Planning/Building/Public Works Dept.
S-417817
W-417817
R-417893
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERING WASTEWATER UTILITY
msippo 04/07/2022 JStowell 04/04/2022 O
WATER UTILITY
agafour 04/07/2022 01
AND
SOLERA
2842 NE SUNSET BLVD BR K
RENTON, WA 98056
�C6.33
WATER AND SEWER DETAILS 93AL43
Z
LO
O
Oi
O
O
O
O
N
Q
J
M
M
M
O
O
O
Do
rBl