HomeMy WebLinkAboutSWP2702711.77—
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THRIFTWAY STORE
SCALE: 1 "=20' 3.45
Z=16.45
16.95
=17.75
--17.75
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IN VAULT
" EX. 8"W FIRE SPRINKLER
12» W
(PLAN W-2114) D1
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18 '
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DC Note — 7/10/07
THE BOX CULVERT LOCATION ON THIS PLAN WAS NOT REVISED.
SEE "A04-5-9 PLAN -PROFILE -RESTORATION" FOR THE REVISED
BOX CULVERT LOCATION.
4' 6"±
R' "IN
EXISTING GRADE
27'±
i iM EL=29.19
18" E&W IE=16.89
8" NE IE=17.44
X" N IE=
SSMH _
RIM EL=29.21
8" NW IE=1 7.91
8" SW IE=17.91
BACK-UP POWER
GENERATOR
GAS METER --\ \_
WITH BOLLADS
F
T. 0
EX. 1.5"
METER
14+00 — — —
CONSTRUCTION SEQUENCE FOR 12-INCH WATER MAIN
RELOCATION ABOVE NEW BOX CULVERT
I
SSMH
1.
INSTALL CONCRETE DEAD —MAN BLOCKS ON EXISTING 12" WATER LINE ON
RIM EL=28.4
EAST AND WEST SIDE OF NEW BOX CULVERT, ALLOW 5—DAY CURING TIME.
8" N !E=17.5; I
8" SW IE=17.9 1
2.
CUT IN 2 NEW 12" ISOLATION GATE VALVES, AND INSTALL 12" X 8" TEE
ON EAST SIDE OF BOX CULVERT. SHACKLE NEW VALVES AND TEE TO
DEAD —MAN BLOCKS WITH 6— 3/4" SHACKLE RODS (TYPICAL).
CITY CREW WILL PERFORM CUT IN OF VALVES.
s�
CATCH BASIN
3.
INSTALL TEMPORARY 12—INCH END CAPS ON EACH SIDE OF EXISTING
144"
12—INCH WATER LINE.
r
4.
INSTALL NEW 8" D.I. WATER LINE FROM NEW TEE ON EAST SIDE OF BOX
INSTALL DEAD BLOCK N EX 12"W
,CUT IN NEW 2" GV (MJ X J)
CULVERT TO EXISTING 6" WATER LINE IN PLANTING STRIP TO SOUTH.
0 BLOCK
INSTALL DEADMAN BLOCK ON EX 12"W
0o
CUT IN NEW:
5.
PRESSURE TEST, DISINFECT, FLUSH NEW 8—INCH LINE.
o
12"X 8" TEE (FL X FL)
INSTALL TEMPORA Y
1 — 12" GV (FL X MJ)
6.
AFTER OBTAINING SATISFACTORY PURITY TESTS, CITY CREW WILL CONNECT
12" CAPS ON EX 2"W -''
1 - 8" GV (FL X MJ)
NEW 8—INCH LINE TO EXISTING 6" WATER LINE ON SOUTH SIDE, AND
1 — 12" ADAPTER (FL X MJ)
WILL INSTALL NEW 6—INCH TEE AND VALVES.
NEW THRUST BLOCK
7. CITY CREW WILL CLOSE NEW VALVES TO ISOLATE THE SECTION OF THE
----`
_
12—INCH LINE THAT WILL BE RELOCATED BY CONTRACTOR.
—
�
REMOVE
VALVE
3
2
8. REMOVE ISOLATED SECTION OF EXISTING 12—INCH WATER LINE AND
INSTALL
8"BLIND FLANGE
INSTALL NEW BOX CULVERT.
2
15+00
±
55' 8"DI W i
a0 62
9. INSTALL NEW 12—INCH WATER LINE ABOVE BOX CULVERT, WITH 6—INCH
M'
IE— �'w'
THICK ETHAFOAM PAD UNDER 12—INCH WATER LINE ABOVE BOX CULVERT,
INCLUDING VERTICAL BENDS, TEMPORARY END CAPS AND BLOW —OFFS.
I —
SHACKLE ALL PIPES, FITTINGS, BENDS, END CAPS, WITH 6 —3/4"
SHACKLE RODS.
SIN,^\ 1
PROTECT TREE
10.PRESSURE TEST, DISINFECT AND FLUSH NEW SECTION OF 12—INCH
TAC�P
O
EX.
I
WATER LINE.
6"W
11.AFTER OBTAINING SATISFACTORY PURITY TESTS, CITY CREW WILL CONNECT
NEW 12—INCH WATER LINE TO NEW 12" VALVES AT BOTH ENDS OF BOX
EX8"wEx.
6" FIRE ME R
CULVERT AND SHACKLE PIPES TO EXISTING DEADMAN BLOCKS.
NORTH OF TEE
INSTALL 8"MJ PLUG AND
CU N NEW:
"X
THRUST BLOCK
./ 1
6" TEE (FL X FL)
J
CONSTRUCTION NOTES
q
2 - '6" GV (FL X MJ)
o EX. 4" DOMESTIC:METE
' w
1 - 6"X 8" INCREASER (FL X MJ)
0 w 3" IRRIGATION METER
IN VAULT (W-5 )
( CONTRACTOR SHALL REMOVE AND PRESERVE SIGN AND SMALL TREES AND
2 - 6" SLEEVES
SHRUBS THAT INTERFERE WITH WATER MAIN WORK PLACE ROOTBALL IN
Q2 CONTRACTOR TO MAINTIAN 15 FOOT CLEARANCE FROM
PSE OVERHEAD POWER LINES.
EXISTING GRADE
5' MIN. , 17'± NEW 12"DI PIPE
NEW THRUST BLOCK Q 1 - 6" GV (FL X FL) io TO TRITON TOWERS ONE BURLAP OR CONTAINER AND WATER. REPLANT IN SAME LOCATION AFTER
WATER RELOCATION IS COMPLETED.
Q2 REMOVE EX. 8" WATER AS NEEDED AFTER NEW 8" WATER IS COMPLETED
AND CONNECTED TO EX. 6" WATER FOR OFFICE BUILDING. PLUG AND CAP
CALL 48 HOURS BEFORE YOU DIG OPEN ENDS WITH CONCRETE.
1-800-424-5555 0 RELOCATE 55'f NEW 12" WATER MAIN OVER NEW BOX CULVERT AFTER
BOX CULVERT IS INSTALLED.
3'±
�_ 5' MIN.
R' AA I M
EXISTING GRADE
CONCRETE SHALL BE KEYED 12"
SHACKLE RODS (AS REQUIRED) MIN. AGAINST UNDISTURBED EARTH
6-3/4" FOR 12-INCH PIPE BOTH FACES
(SEE CITY DETAIL B089) I � 12" PIPE
3" CLR
U D 1.5' MIN.
- CLASS 5 1/2 SACK CONCRETE
3" CLR 3000 PSI MIN
EX 12" DI W
EX 12" DI PLAN VIEW
SPOOL SPOOL -ey CENTER�IN CONCRET W
6 3/4" SHACKLE SPOOL SPOOL _ - SPOOL
RODS (TYPICAL) '
12" SLEEVE (MJ) .��. 6" THICK ETHAFOAM PAD —
REMOVE NEW 4' X 6' BOX CULVERT OVER BOX CULVERT
DEADMAN BLOCK NEW 12" GATE VALVE EX 12" WATER NEW 12" GATE VALVE
—
NEW EACH SIDE) MJ X MJ - ,, -• (FL X MJ) DEADMAN BLOCK 'n w
( ) SEE DETAIL o,
6 3/4" SHACKLE o_
12"X 8" TEE (FL X FL) 6 3/4" SHACKLE �
2- 12" 22 1/2 BENDS (MJ X MJ) RODS (TYPICAL) 12" ADAPTER (FL X MJ) RODS (TYPICAL)
SHACKLE TO VALVE, DEADMAN BLOCK, ;
AND THROUGH ALL BENDS TO OPPOSITE _ i t
P. SIDE. (TYPICAL BOTH SIDES) T • ''= '- ��: ��. . 6' MIN.
8�D-271107
•+s SECTION VIEW
Og BJ�
�. o
x RECOMMENDED FOR APPROVAL TYPICAL CONCRETE DEADMAN ANCHOR DETAIL z
�0 � 373M 12" WATER MAIN RELOCATION By: -Daniel -Carey---- Date:-4/9/07-- NOT TO SCALE -
�sslo 3zE �ti OCATION By: ---------------- NOT TO SCALE
----- ate --------
By°---------------- Dater-------
EXPIRES:8/20/2007 PE-Vl
/Q
5tD -4 1 1 9 By°---------------- Dater------- D-271107
1 REVISED OHPW AND OHCOM LINE LOCATIONS DWC 5Z7Z07 suw&'m.
4Zb 3 ADDED 6 GV TO NEW VALVES FOR BLDG DWC 7 18 7 DESMM. AS SHOWN%— CITY OF RENTON VILLAGE STORM SYSTEM PROJECT
Gam, 4/6/07
08bo . B.B. R E N TO N
f 11l�L. P.M. o� .,aa DATUM °'v'"'"'c "°:
C❑NSULTING ENGINEERS CFIEC!®S C AT FML SME Planning/Building/Public Works Dept.
701 DEXTER AVENUE NORTH SUITE 200 F MR ONE MH WATER MAIN RELOCATION
SEATTLE, WASHINGTON 98109 (206) 284-0860 NO. REVISION BY DATE APPR vPwm: � AOCOMMMY s► r. 7 oF. 12
B.B.
12"DI SPOOLS (TYPICAL)
LENGTHS AS NEEDED, 18" MIN