HomeMy WebLinkAboutW-381209N
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INSTALL 12"
EX 16" W
GATE VALVE AND
(TO BE
ABANDONED)
2" AIR AND VACUUM
DEAD MAN BLOCK
RELEASE ASSEMBLY
ON EX. 12" WATER
48" SD 1
PER CITY OR RENTON
STANDARD PLAN 340.4
EX. 12" W
(TYP)
(TO BE
FUTURE CULVERT
ABANDONED)
EXTENSION,
ORIGINAL GROUND
SEE NOTE 1.
EAST VALLEY ROAD
----
--
-- ------------------ -
"'--______ INSTALL 12"
GATE VALVE AND
EX.12" W
EX. 2"
DEAD MAN BLOCK
(TO-
ON EX. 12" WATER
ABANDONED)
956' ;9.5'
IE=13.79
IE=11.64
E=1
.75
CONNECT TO PROPOSED
16" DI W
IE=7.70± \
1.5' MIN.
5° VERTIC
L
ENDS (R
)
22.5° VERTICAL
12" RJ DI W IE=4.23
BENDS (RJ)
IE=3.73,
CASING END
SEAL
(RUBBER BOOTS)
TYP.
CASING TO BE INSTALLED PER
42 LF
CITY OF RENTON STANDARD
24" STEEL CASIN
PLAN 300.7 "CASING INSTALLATION"
(TYP)
FILE NAME
c:\pwworking\r
TIME
1:19:23 PM
DATE
7/612018
PLOTTED BY
JZigweid
DESIGNED BY
G. RIMANDO
ENTERED BY
G. RIMANDO
CHECKED BY
B.HELSLEY
PROJ. ENGR.
C. CHEN
REGIONAL ADM.
L. ENG
NOTE:
1. FUTURE CULVERT EXTENSION AS SHOWN
WILL REQUIRE RECONSTRUCTION OF EAST
VALLEY ROADANVERT SHOWN
APPROXIMATE MIN.
3/4" GALVANIZED THREADED ROD
COUPLING
3/4" GALVANIZED THREADED
ROD SIZE AND NUMBER PER
CITY OF RENTON STD. PLAN
330.5.
30 GATE VALVE-
------------------
-- - - - - - - - - - - - - - - - - -
STAR JOINT RESTRAINT SYS
OR APPROVED EQUAL
SEE THREADED ROD
ANCHORING DETAIL.
V-6"
D
2-6" MIN - 16" DIA. PIPE
o II'
---
\----�
SEE STD PLAN
330.4
------------ - - - -�"
o
A FOR MAXIMUM TRENCH
- ------ - - - - - - - -�--.
-----
WIDTH DIMENSIONS
�
o 11
II
II
EXISTING WATER MAIN_
CONCRETE DEADMAN BLOCK.
10 -i SEE CITY OF RENTON STD PLAN 330.4
NOTES:
1. PIPELINE CONTRACTOR TO INSTALL CONCRETE DEADMAN ANCHOR BLOCKS (CITY STD PLAN 330.4).
20
2. CONTRACTOR WILL EXCAVATE AROUND WATERMAIN TO ALLOW CITY OF RENTON ACCESS TO CUT IN GATE
VALVE.
3. AFTER CONCRETE ANCHOR BLOCKS HAVE CURED FOR 5 DAYS MINIMUM CITY OF RENTON WILL CUT
WATERMAIN AND INSTALL GATE VALVE. PIPELINE CONTRACTORS WILL SUPPLY PIPE MATERIALS.
4. PIPELINE CONTRACTORS WILL BACKFILL PIPELINE AND PERFORM PAVEMENT RESTORATION WHERE REQUIRED.
5. BACKFILL ALL AROUND PIPE AND DEADMAN BLOCK AND PIPE ZONE BEDDING SHALL BE COMPACTED TO 95%
MAXIMUM DRY DENSITY PER ASTM D1557.
6. PAVEMENT RESTORATION SHALL BE CITY OF RENTON DETAIL H032.1 "TYPICAL TRANSVERSE PATCH AND
OVERLAY FOR FLEXIBLE PAVEMENT".
7. INSTALL SHACKLE RODS AND TIE BOLTS PER CITY OF RENTON STD. PLAN 330.5.
10
0 2.5 5
VERT. SCALE IN FEET
12" DIAMETER
PIPE
0 25 50
D HORIZ. SCALE IN FEET �{
ATKI�S16p�
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D321992\C8811_DE_UTD07.dgn
REGION STATE FED.AID PROJ.NO.
NO.
REV 1 - RF10286 06/28/18 10 WASH
REV 0 -RFC 07/20/17 JOB NUMBER
REV C - FINAL REVIEW 07/10/17
REV B - PRELIMINARY REVIEW 04/04/17 CONTRACT NO. LOCATION NO.
REV A -PRELIMINARY REVIEW 10/26/16 C8811
REVISION DATE BY
JUL 0 9 2018
STAR JOINT RESTRA
SYSTEM OR APPRO%
EQUAL (TYP)
16" DIAMETER
PIPE
3/4" GALVANIZED
THREADED ROD TO
BE INSTALLED IN
DEADMAN BLOCK.
(4 RODS REQUIRED) (8 RODS REQUIRED)
12" PIPE 16" PIPE
THREADED ROD ANCHORING DETAIL
NOTE:
1. VERIFY THE DIMENSIONS SHOWN HERE
WITH THE PROPSED WATER MAIN AND
FITTINGS PRIOR TO CONSTRUCTION.
DIMENSIONS SHOWN ARE APPROXIMATE
RELEASED FOR CONSTRUCTION AND BASED ON THE BEST INFORMATION
AVAILABLE.
�► N,
vrxv
Washington State
Cis'eFR�° Department of Transportation
DATE
BOX
STAR JOINT RESTRAINT
SYSTEM OR APPROVED
EQUAL (TYP)
3/4" GALVANIZED
THREADED ROD TO
BE INSTALLED IN
DEADMAN BLOCK.
S-ILT
W-381209 PLAN REF NO
1-405 / SR 167 INTERCHANGE UTD07
DIRECT CONNECTOR
SHEET
252
OF
WATER DETAIL PLAN 887
12" WATER MAIN RELOCATION PROFILE SHEETS