HomeMy WebLinkAboutSWP2702959.80)
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EXISTING GROUND
IS
12" WATER LINE CONSTRUCTION
CONTRACTOR SHALL SHACKLE ROD
FROM EXIST. LINE TO DEADMAN
ANCHOR
PROPOSED 36" STORM PIPE
3' MIN. (APPROX. I.E. 21.00 AT CROSSING)
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18"x12" TAPPING TEE WITH
12" GATE VALVE (FLxMJ) AND
THRUST BLOCK. SEE CITY DETAIL
B085 FOR THRUST BLOCK SIZING.
NEW 12" DI PIPE—�
(SEE SPECIFICATION)
EXIST. 21" CLAY
(APPROX. I.E. 22.1 AT CROSSING)
3' MIN.
EXIST. 3-
2" POWER LINES
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roP of i2"D.I.P.
_ 19.74
SHACKLE RODS
6-3/4" OR 8-5/8"
(SEE CITY DETAIL B089)
4-8" 45- BEND (MJ X MJ) (TYP)
WATER LINE INSTALLATION PROFILE
SCALE: 1 "=4'
SHACKLE RODS (AS REQUIRED)
6-3/4" OR 8-5/8" FOR 12-INCH PIPE
(SEE CITY DET"LI M^Q"`
3" CLR
#4 REBAR 8" O.C. E.W.
CENTER IN CONCRETE
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21088
CI>3Tis4 7
s`stONAL
EXPIRES: 7-12-2004
Cnmy 8z Da�orrio, Tic.
CONSULTING ENGINEERS
701 DEXTER AVENUE NORTH SUITE 200
SEATTLE, WASHINGTON 98109 (206) 284-0860
Ull
CONCRETE SHALL BE
KEYED 12" MIN. AGAINST
UNDISTURBED EARTH BOTH
1.5' MIN.
.. ,, 2 SACK CONCRETE
3000 PSI MINIMUM
6' MIN.
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TYPICAL CONCRETE DEADMAN ANCHOR DETAIL
NOT TO SCALE
NO.
9 . P.jr
NEW 12" DI STORM PIPE
(I.E. 23.5 AT CROSSING)
DEADMAN ANCHOR
REVISION
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rONSTRUCTION NOTES:
, CONTRACTOR SHALL INSTALL SHACKLE RODS BETWEEN TAPPING
TEE AND DEADMAN ANCHOR. SEE CITY DETAIL B089.
2. EXISTING WATER MAIN SHALL REMAIN IN SERVICE UNTIL A
SUCCESSFUL PURITY AND PRESSURE TEST OF THE NEW SYSTEM
HAS BEEN WITNESSED BY THE CITY. ALL EXISTING PIPES, FITTINGS
AND BLOCKING NECESSARY TO BE REMOVED DURING
CONSTRUCTION SHALL BE WASTEHAULED. ALL OTHER EXISTING PIPE
THAT WILL NO LONGER BE IN SERVICE SHALL BE ABANDONED IN
PLACE.
3. PLUG EXISTING 1819x8" TEE WITH MJ PLUG ONCE NOTE 2 IS
COMPLETED.
4. CITY CREW TO MAKE CONNECTION BETWEEN NEW AND EXISTING
SYSTEM.
SURVEYED: SCALE.
S.T.
DESIGNED:
M.W.
DRAWN:
J.N. ONE IHCH
CHECKED: AT FULL SCALE
M. IF NOT ONE INCH
BY DATE APPR APPROVED: SCALE ACCORDINGLY
K.E.
VMCN- NAVD 1988
HORIZONTAL: NAD 1983/1991
DATU M
WITHERS AVE. S
J JI JI J
J I J
NEW FIRE HYDRANT ASSEMBLY
REMOVE AND DELIVER EXIST.
HYDRANT TO CITY MAI NT.
FURNISH AND INSTALL:
1-1899x12" TAPPING TEE WITH 12" GATE VALVE (FLxMJ)
AND THRUST BLOCK
4-12"x45' VERTICAL BENDS (MJxMJ)
1-DEADMAN ANCHOR
1-FIRE HYDRANT ASSEMBLY (PER CITY DETAIL B102)
1-12"x8" TEE (MJxFL) W/THRUST BLOCK
1-8" GATE VALVE (FLxMJ)
1-12" PLUG (MJ) W/THRUST BLOCK
1-8"x90' BEND (MJ) W/THRUST BLOCK
1-8" SOLID SLEEVE (MJ)
WATER LINE INSTALLATION PLAN
SCALE: 1 "=4
o-�s9os
AS BUILT PER CONTRACTORS RECORD 10103
D9-
DATE*
CITY OF S.W. 7TH STREET DRAINAGE IMPROVEMENT PROJECT Fl�/BOOK. 3
R EN TON PHASE 1 - MORRIS AVE. S. TO BURNETT AVE. S. PAGE:
Planning/Building/Public Works Dept.
DETAILS - WATER LINE INSTALLATION
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SCANNED APR 2 2 ���