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30' R/0/W FOR �RPL
SD 12" CONC.
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CONNECT TO EXISTING 8' WATER LINE
PER CONNECTION DETAIL NO. 1 ON SHEET 8
8"x8" TEE (FLxFL)/W CONC. BLOCK
3 — 8" GATE VALVES (FLxMJ)
1 — 8"x 12" INCREASER (PExMJ)
2 — 8" SOLID SLEEVES (MJ)
1 — 12" SOLID SLEEVE (MJ)
4.5' 4.8'
EXISTI VG GRADE
3' MIN. ,
4.8 4.9
66" STEEL
Z DEAD MAN BLOCK (TYP.) WATER LIN
o PER DETAIL C.R.P.L.#3
cn
�U> 22.5° BENDS (MJxMJ)
Ir
INSTALL 4" ETHAFOAM PAD OVER CRPL
zo Wtl s2l8r
8" X4" CROSS (MJxFL)
±80 L.F.-8" D.I. WATER MAIN & FITTINGS
1 2}5,
4'
08"WTR 12"S
4.1 ' COVER
as -built)
co
STA. 13+ 18, 41 'RT (AS —BUILT)
12 "x 12" TEE (MJxMJ)/W CONC. BLOCK
2 — 12" GATE VALVES (MJxMJ)
STA 13+ 18.3, 41 'RT (AS—BUILT)-12" GV
STA 13+ 19.9, 39.3'RT (AS—BUILT)-12" GV
EXIST. TEL. DUCTS @ 3.3' COVER o
DEPTH TO BE FIELD VERIFIED/
CROSS & VALVES J
TO METERS & HYDRANT I ///
001
00 18"SS
H
DEAD MAN BLOCK (TYP.)
/zz PER DETAIL
INSTALL 6" ETHAFOAM PAD SHACKLE ALL FITTINGS & PIPES TO DEAD —MAN
BETWEEN PIPES BLOCKS WITH 4 EA. 314" SHACKLE RODS (TYPICAL)
UTILITY CROSSING DETAIL
ALL PIPES AND FITTINGS SHALL BE 8" D.I. FOR CROSSING AT STA. 1 1 +70
.6 LT(as—built,
R EXISTIN --I
SS -
SS - --
i
I —
3 %TEms— W-
I�E
BLOCK
DEFLECT NEW 12" WATER LINE TO BE AT
5 FT FROM FACE OF CURB LINE
STA. 26+05.4, 3.7' RT (WV)
STA. 26+05.4, 28.7'RT (FH)
STA. 26+05.4, 2'RT (MORRIS AVE S)—(AS—BUILT)
12"x6" TEE (MJxFL)/W CONC. BLOCK
6" GATE VALVE (FLxMJ) STA. 26+05.4, 3.7'RT (AS —BUILT) 0 20 40
FIRE HYDRANT ASSEMBLY STA. 26+05.4, 28.7'RT (AS —BUILT)
REMOVE EXISTING HYDRANT ASSEMBLY
AND SALVAGE TO CITY SHOPS 1 s 2o9
4.4' , 2.7'
EXISTING J ASPHALT 1 1
12' 2.4' 1 2.6'
6" CONC-0 0 6" CLAY
STORM 2" GAS ° SS
12" D.I. WATER
13.5'
12" FLxMJ
ADAPTER
1211x12" TEE
RECOMMENDED FOR APPROVAL
WATER UTILITY DATE
WATER MAINTENANCE MANAGER DATE
wdW21810c
1.7'
14.3'
I
3' J2, 2'4' 8" C.I.°6-2" PVC
ABANDONED 2'ABAN. °O°° 1-4" PVC
12" GV
(FLxMJ)
oHO
WA i,
ti
4" FOAM
BOARD
AS -BUILT
z DECEMBER 1998
23169T
S SHEET OF 10
ONAL E G\��
EXPIRES 8/21 /99 11vl
_- p 18
110
2.
E' I/v - a! '/6,, r SCANNEDFEB 15 Z002