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30
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NOTES:
1. FUTURE CULVERT EXTENSION WILL REQUIRE RECONSTRUCTION OF EAST VALLEY ROAD.
INVERT SHOWN APPROXIMATE MIN.
FILE NAME c:\pwworking\nai\_x_grimando\d0321992\C8811_DE_UTD06.dgn
WSDOT
LIMITED
ROW
ACCESS
WSDOT AND
ROW
LIMITED ACCESS
2" AIR AND VACUUM RELEASE
ROW
ASSEMBLY PER CITY OF
RENTON STANDARD PLAN
_I
340.4 (TYP)
SR 167
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N,
SHOULDER
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ZI
FUTURE CULVERT
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WI Y HIGH TE
PORARY
ORIGINA
GROUNDL
EXTENSION.
SEE NOTE 1.
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\ ZIP SURCHARGE
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■
45° VERTICAL
BENDS (RJ)
j
PROPOSED BE
EL=23.23
M
,
J
•;
- - -
\�
y ""-
-`- ,INSTALL 16"
GATE VALVE AND
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NEW 36"
CPEP
INSTALL 16"
GATE VALVE AND
QI
�� DEAD MAN BLOCK
ON EX. 16" WATER
DEAD MAN BLOCK
ON EX. 16" WATER
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N
6'
6'
N
HORIZONTAL
CULVERTS
°
BEND 22.5°
y
EX.`I
I
25 LF
EX. 16" DI W
------- - --
T
A BAINDONED
30" STEEL CASING
IE =17.00
) L-
--------
--
`�
-------- l-- �,
PROVIDE 6 MINIMUM VERTICAL
�--------------------------
......
`
CLEARANCE WITH STRUCTURAL
451 VERTICAL
1
STYROFOAM
BENDS (RJ)
1.5'
,I
EX. COMM
30" STEEL CASING
181 LF
ABANDONED SECTION
16" RJ DI W
OF OPL TO BE
y'
EX. GAS
REMOVED BY OTHERS
IE=14.17
EX. 16" 1I
E=13.56
10' (TYP)
12'MIN.
16" RJ DI W
DI W
PROPOSED
IE=11.6
20" OPL EL
45° VERTICAL i
E=7.54±
IE=10.89
IE=10.89
9.7
IE=8.03
�I VERIFY AS -BUILT LOCATION
A''•
OF / K
BENDS (RJ) \
CASING TO BE INSTALL
D PER
OPL LINE PRIOR
CONSTRUCTION f
CITY OF RENTON STANDARD
PLAN 300.7
�1
45° VERTICAL
INSTALLATION"
(TYPICAL 3 PLACES)
RESTRAINED JOINT (RJ)
JUL"CASING
JU21
10' f
BENDS (RJ)
INSTALL DOUBLE BALL FLEXIBLE
EXPANSION JOINT
PIPE AND FITTINGS
REQUIRED FOR VERTICAL
RE
�SEp
EQUAL TO 'FLEX -TEND' BY EBA
IRON OR
BENDS AND PIPE
FOR
APPROVED EQUAL. ADD CASING
END SEALS
CC
IE=3.64
16" RJ DI
W I�
(RUBBER BOOTS)
\
ME .06
35 LF
30" STEEL CASING
0 2.5 5 0 25 50
VERT. SCALE N FEET HORIZ. SCALE IN FEET
TIME
8:12:50 AM
DATE
7/20/2017
PLOTTED BY
GRimando
DESIGNED BY
G. RIMANDO
ENTERED BY
G. RIMANDO
CHECKED BY
B.HELSLEY
PROJ. ENGR.
C. CHEN
REGIONAL ADM.
L. ENG
RCY Y - RrV
REV C - FINAL REVIEW
REV B - PRELIMINARY REVIEW
REV A - PRELIMINARY REVIEW
REVISION
13+00
4GION STATE FEDAD PROJ.NO.O.
10S 07/20/17 JOB NUMBER
07/10/17
04/04/17 CONTRACT NO. LOCATION NO.
10/26/17 C8811
DATE BY
14+00
WATER PROFILE
DATE
BOX
15+00 16+00
AS -BUILT
A
Washington State
Department of Transportation
40
30
20
10
IISON
2U11
NSTRUCT1 pN
0
17+00
W-381208
PLAN REF NO
1-405 / SR 167 INTERCHANGE UTD06
DIRECT CONNECTOR
SHEET
251
OF
WATER DETAIL PLAN 887
16" WATER MAIN RELOCATION PROFILE SHEETS