HomeMy WebLinkAboutWTR2702929.1N.W. 1/4, SEC. 8, TWP. 23N, R. 5 E., W.M.
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WETVAULT
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5' 5' 11 1' m
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SECTION
A -A
Aof
(1)-10x 10x4 TEE (FLxFLxFL) /CO !1 c • g L001
(1� GATE VALVE (FLxFL)
4 (2)-10" FLxRJ ADAPTER
(1)-6- FLxRJ ADAPTER
(1)-12"x10" TAPPING SLEEVE W/ 10" TAPPING
VALVE (TO BE INSTALLED BY CITY WV. 0 M 41 S, -.T
4 \ •n ini lrr M nnv
EXISTING 12" WATER
EXISTING 10" WATER
EXISTING VAULT
BEFORE
(1)-10" SOLID SLEEVE
(MJ LONG PATTERN)
(1)-10x10x10" TEE (RJxRJxFL)
(1)-10" GATE VALVE IN CI BOX (FLxFL)
(1)-FL ADAPTER
(1)-THRUST BLOCK
RELOCATE EXISTING BACKFLOW PREVENTION
ASSEMBLY & REMOVE EXISTING PIPING
STL PLAN ..B�08 l" YDRANl
THRUST :._ h
EACH SIDE OF VAULT r_ _.. ... 1 �� A R O-10" 90' BEND RJxJ) _...........
- BL
,
_ 1) OCK
15 x2Q : EASEMENT JOW CITY -
- 10 DIP CL52 WATER
_. _.,_..
v ..
(FULLY RESTRAINED)
_
E122 0 0
µ
RELOCATED DOUBLE CHECK VALVE ;
rr
�.. ,....... 71 FT
,SS..4 .._ .. UM BACKFLOW EMBL
IVATE MAIN) _ (PR w ! IN NEW CONCRETE VAULT g
SL20%
a z a {
6"PVC SS ® SL=2.0% rr S I 13 1 1.. r �•� , n" nn• oc.n /o I�
INV 6" PVC SS=32.0 :
BLDG "D" - SILOS FF 37.33
EXISTING 12" WATER
EXISTING 10" DI PIPE W/ TIE -RODS
(1)-10" SOLID SLEEVE; CONNECT
EXISTING TIE -RODS TO SLEEVE
ON EAST SIDE
C aFn,
TB 10" �
�-�( iIj a OiSlNf�c�ou>
o ,��_ IWS�Rt �C" Polk-PiV iu Pipe
(1)-10x10x10" TEE (RJxRJxFL)
AFTER (1)-10" GATE VALVE IN CI BOX
(FLxFL)
(1)-FL ADAPTER
(1)-THRUST BLOCK
r
A
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3
N
" SD
A BATCH PLANT BLDG'
FF 39.00
E 1125.00 y9f5�:92 q
( 45' BEND (RJxRJ) /CONc. 6 LOGK
15' WIDE PROPOSED PERMANENT
-' CITY OF RENTON UTILITY EASEMENT
5' TYP
Ia
6"PVC SS 4 SL=2.0%
r-
90' BEND (RJxRJ)
I
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3
EXIST HYDRANT
70
"
®6SPV 2 07.
ADMIXTURE BLDG j ,r,
cn INSTALL REDUCED
E
" !
PRESSURE BACKFLOW
/4 "
PREVENTOR ABOVE
wer�IR
1
1
1 15' WIDE PROPOSED PERMANENT o
GROUND INSIDE BUILDING
�� ��� �� �_� \,_ � �� t �10 Did CL52 R1M=38.61� �.., - ..._ . _.... -.-_
RESTRAINED)
RAMP DOWN ' ' o r 10" DIP CL52 WATER ESTRAINED 10" DIP CL52 WATER RESTRAINED JOINTS E 934.00
12�" S�----��----"Z -- - -
-----
SD MH 3 12" SD CB 5 SD MH 4 12" SD_ _ CB 6.. C6 7
NEW RETAINING WALL �.r WATER UNDER STORM DRAIN a A
E' t � vV RETAINING WALL
INV 8"
I
0
PVC SD 32 23
:.. __... :... ._. _....�_.�........ � ....tom.._._..._. _........M _._.._ .___..... ... ...._ _ . __ ........ . ......._:..,. ..___.._.... __ _. ......._ ........_. .._. _......._......._ _ .. .,.�......._
f
z INV 10"DIP W=31.00
z
X, x X TCYCLONE FENCE x x X W rrA
(1)-10" RESTRAINED PLUG (Q1aC• gIOCiL
(1)-1000x6" TEE (RJxRJxFL)
(1)-6" GAT- VALVE IN CI BOX (FLxMJ)
(1)-FIRE HYDRANT ASSEMBLY
0 50100'
r
SCALE 1 "=40'
WATER
OVER STORM DRAIN
INV
12"
PVC SD = 30.6
INV
6"
DIP W = 32.9
MIN
6"
CLEARANCE
WATER
OVER STORM DRAIN
INV
12"PVC SD = 31.4
INV
6"
DIP W = 32.9
MIN
6"
CLEARANCE
ABBREVIATIONS:
RJ
RESTRAINED JOINT
MJ
MECHANICAL JOINT
FL
FLANGE JOINT
CI
CAST IRON
DIP
DUCTILE IRON PIPE
LCPE
CORRUGATED
POLYETHELENE PIPE
—.X.� X x_ x,
y� (1)-10x10xi�' TEE (FLxFLxFL) (1)-10x10x6"TEE (TR FLEX
�-10" GhTE VALVE (FLx%)MT) RESTRAINED OR APPROVED EQUAL)
3(
(3)-10" FLxRJ ADAPTOR (1)-10" RESTRAINED PLUG
CdtJc Q�BUC (1)-6" VALVE IN CI BOX (FLxMJ)
NOTES: (1)-HYDRANT ASSEMBLY
1. COPIES OF ALL RELEVANT CITY OF RENTON STANDARD PLANS
SHALL BE PROVIDED TO THE CONTRACTOR WITHIN THE PROJECT
CONSTRUCTION DOCUMENTS.
2. WATERMAIN SHALL BE RESTRAINED FOR ENTIRE LENGTH WITH
U.S.PIPE "TR FLEX" SYSTEM OR APPROVED EQUAL.
G61469 W SuQelui6k 4 ALsfi {tc-akxia".
SEE RENTON STANDARD PLANS - WATER:
FIRE HYDRANT ASSEMBLY..................................B102
4" COMPOUND METER ASSEMBLY 6108
Fa R %zf r% v1kt Of
PO�Y-PI6�
I- IO�Y 10vwi(Av
GRo" (Mj A
2-10"SUwD FLIW66
CO N 6 w rM 2"Tr►P * 2`r Lu G
1-toto
-LOto PLUG (HT) W11r
I CoWC. g cw%► G
......................
VALVE BOX........................................................B090 RECOMMENDED FOR APPRO\IAL:
CONC THRUST BLOCK SIZING............................8085
SEE RENTON STANDARD PLANS - SEWER: BY: //-Z8-o /
SANITARY MANHCLE.............................................B071 BY: ltl?,q O/
MANHOLE FRAME &COVER.................................8074
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SCANNED FES 15 2002