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INSTALLED IN THE NOT
PART OF TA115 PROJECT. SEE SPEC /AL
PROVISION AND CONSTRUCTION NOTES. Yv.hingto,I
CONTROLLER AND C481AIE7' WILL' e-1 ENGINEERS ARCHITECTS PLANNERS SURVEYORS
SUPPLIED BY 71-1-1- CITY. 11401 9El_LIFV.Il-F1--.-. SUITE 101
STREET LIGH7' POLE WILL ,BE SUPPLIED BELLEVUE. WASHINGTON ..I
BY 7-AV—C' C17
140GAN AVE.
\V\/—
NO. REVISION I BY JAPPR.1 DATE
CITY OF RENTON
ENGINEERING DEPARTMENT
SIGNAL INSTALLATION
TALBOT RD— GRADY WAY
DESIGNED DATE 1.913 FILE NO.---
DRAWN Z.
HECKED__ '. SCALE -_41A/0Z` !–Q—' FIMD I--
APPROVED
2
aG� sy
\ OVERHEAD
ARM
°O
$TA. 432 i-96 , LT. (47 \g LIMIT OF NEW /
24'x 6 "C.I. TEE MJxFL) \ \ PAVEMENT
.6 "G.V. (FLx MJ) , C.I. BOX STA-433 +59 LT32
6 "D.I. NIPPLE ,4 LF
24 "C.1.22 1/2° BEND (MJ.) -, ,� ✓
5 1/4" MVO FIRE HYD.(MJ) j
SHACKLE B BLOCK UNIT EX. TRAFFIC ISM -AND
R.
RAFFlC ISLAND
STA. 432+88, LT. 47 ^;tzPFFlC I \ \
24" C.I. CAP or PLUG (MJ) I
\\ 0
o X
j/ C.B M. / X' �• / .
\ /
TELE. VAULTS 8 M.H,
9s O INT. ` STA. 433 +99.83
OVER HEAD SIGN\ARM I \
ST TB. ids \\ 4 \� \ice, . TELE. EASEMENT
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FUTURE MAIN TENS[ S C.D.
/ � 5
/ G
EVE ,
16 +57, RT I3`
/ 24'C.1.45° BEND tMJ)
STA. 16 +92,RT. 13'
24'C.I. 45° BEND (MJ)
/ NOTE I
' NEW 24 "D.I. MAIN TOGO UNDER
EX. 18" C.I. WATER a 24" CMP STORM
STA . 1 /
24 "C. I. . 22 22 I/2° BEND (M J)
0 (25 L.F. 24 "D.I. CL2 WATERMAIN (T.J.) '
P
UNDERGROUND POWER 1 15 K.V. & 7.5 K.V.
4 EACH, 6" DiA. P.V.C. CONDUIT 30" to 36" DEEP
SCALE = 1"=20'
SCHEDULE `W'
I
VAULTI -�I
8 M. H.
I' I 15 W
o
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-a
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SMITHERS AV E. S.
/ AS- -GAS
NEW 16" D.I. CL 2 WATERMAIN (T.J)
43 L.F.
/ k I0
1 -D41 I - iTi --D - -- 4" WATER
/ I
4
24 °BTFLY VALVE , VAULT (MJ)
j I o N STA . 17 +32 , LT. 45
Il I I _24 "x 8 "C.I. TEE (MJx FL)
8" G.V. , C:I, BOX. (FLx MJ)
\� 8" C.I. PLUG (MJ)
`II
I'H' STA. 17 +3b= LT 51'
I____I_1• 1,4 I 24 "C.I.CAP or PLUG (MJ), 2 "TAP
2" BLOW OFF ASS' BLY
�FQ�P
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� \ioa.,Me CURB
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.64 E 8 W
3.27 N 6 S
STA. 17 +26 , LT36
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N
N O
I
M.H.
AS BUILT L
i
N. 4„
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UIo,Vk,�` CITY OF RENTON
t
= k DEPARTMENT OF ENGINEERING
"^x
TALBOT ROAD EXTENSION
WATER MAIN W -434
33 +70 REB 9/30/76 DESIGNED REB DATF__? /ZQ /7G FILE NO.
DRAWN REB
REB 10/6/76 seALL I" = 20' �,eLO
ED STA. REB eoo�_— rACV.—
10/23/76
— @ ;
BY IAPPR.I DATE APPROVED I.SH!)F_ET_ _- OF_.__
STA. 437 +60, LT 26
16 %.1.45° BEND (MJ)
16 "D.I. NIPPLE ,6 LF.
STA. 437 +70 , LT 26'
"BTFLY VALVE , VAULT (MJ) —
Z 'D.I. NIPPLE, 6LF
STA. 437 +74 , LT 26.
16 % I8" C.I. TEE (MJ)
2 ea, I8 "C.I. SOLID SLEEVE, LP
STA. 437 +37 , RT 8
24 "x16 "0 ;1. TEE (MJ)�
STA.437+ II , LT. 13 :
24 °BTFLY VALVE,VAULT (MJ)
STA.436 +96 ,LT26 \
ST 436.09 L T.28
24C122 1/2' SEND (MJ)
24 "CA.45° BEND (MJ)
NOTE I
TIGHT WARP FROM
—
STA.436 +00 TO 437 +00
SOME SHORT LENGTHS REQ'D
c
o
I /
so
P�
g+ DERGROUND
TELEPHONE I —
xt,�� / �
/x°o 4EACH, 30 1DEEPASTIC CONDUIT —
2
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\ OVERHEAD
ARM
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$TA. 432 i-96 , LT. (47 \g LIMIT OF NEW /
24'x 6 "C.I. TEE MJxFL) \ \ PAVEMENT
.6 "G.V. (FLx MJ) , C.I. BOX STA-433 +59 LT32
6 "D.I. NIPPLE ,4 LF
24 "C.1.22 1/2° BEND (MJ.) -, ,� ✓
5 1/4" MVO FIRE HYD.(MJ) j
SHACKLE B BLOCK UNIT EX. TRAFFIC ISM -AND
R.
RAFFlC ISLAND
STA. 432+88, LT. 47 ^;tzPFFlC I \ \
24" C.I. CAP or PLUG (MJ) I
\\ 0
o X
j/ C.B M. / X' �• / .
\ /
TELE. VAULTS 8 M.H,
9s O INT. ` STA. 433 +99.83
OVER HEAD SIGN\ARM I \
ST TB. ids \\ 4 \� \ice, . TELE. EASEMENT
se,
FUTURE MAIN TENS[ S C.D.
/ � 5
/ G
EVE ,
16 +57, RT I3`
/ 24'C.1.45° BEND tMJ)
STA. 16 +92,RT. 13'
24'C.I. 45° BEND (MJ)
/ NOTE I
' NEW 24 "D.I. MAIN TOGO UNDER
EX. 18" C.I. WATER a 24" CMP STORM
STA . 1 /
24 "C. I. . 22 22 I/2° BEND (M J)
0 (25 L.F. 24 "D.I. CL2 WATERMAIN (T.J.) '
P
UNDERGROUND POWER 1 15 K.V. & 7.5 K.V.
4 EACH, 6" DiA. P.V.C. CONDUIT 30" to 36" DEEP
SCALE = 1"=20'
SCHEDULE `W'
I
VAULTI -�I
8 M. H.
I' I 15 W
o
u -
-a
n
SMITHERS AV E. S.
/ AS- -GAS
NEW 16" D.I. CL 2 WATERMAIN (T.J)
43 L.F.
/ k I0
1 -D41 I - iTi --D - -- 4" WATER
/ I
4
24 °BTFLY VALVE , VAULT (MJ)
j I o N STA . 17 +32 , LT. 45
Il I I _24 "x 8 "C.I. TEE (MJx FL)
8" G.V. , C:I, BOX. (FLx MJ)
\� 8" C.I. PLUG (MJ)
`II
I'H' STA. 17 +3b= LT 51'
I____I_1• 1,4 I 24 "C.I.CAP or PLUG (MJ), 2 "TAP
2" BLOW OFF ASS' BLY
�FQ�P
O,c
� \ioa.,Me CURB
TRO \\
.64 E 8 W
3.27 N 6 S
STA. 17 +26 , LT36
I-
W
rv/ I�I'II�
M
/0
V A
� i I
j
I
D 15 K.V. POWER
D TELE A CHA
REVISION
ml
ISm DO
STORM-
E
0
N
N O
I
M.H.
AS BUILT L
i
N. 4„
0. \\ WQrFR
UIo,Vk,�` CITY OF RENTON
t
= k DEPARTMENT OF ENGINEERING
"^x
TALBOT ROAD EXTENSION
WATER MAIN W -434
33 +70 REB 9/30/76 DESIGNED REB DATF__? /ZQ /7G FILE NO.
DRAWN REB
REB 10/6/76 seALL I" = 20' �,eLO
ED STA. REB eoo�_— rACV.—
10/23/76
— @ ;
BY IAPPR.I DATE APPROVED I.SH!)F_ET_ _- OF_.__