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STA. 13+14, 6' RT.
INSERT 8" POLY PIG PRIOR
TO PLUGGING NEW 8" D.I.
WATER MAIN. RETRIEVE PIG
AT STA. 8+13, 6' RT.
STA. 8+13, 6' RT.
8" VERT. CROSS (MJ X FL)
8" PLUG (MJ)
2" TAP AND 2" TEMP. B.O.
ASSEMBLY
TEMP. CONCRETE BLOCK
(POLY PIG) O
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DETAIL #4
MONTEREY CT NE
(at NE 16TH ST)
STA.
8+27, 6' RT.
8" X
6" TEE (MJ X FL)
6" G.V.
(FL X MJ)
CONCRETE BLOCK
STA.
8+27, 23' RT.
FIRE
HYDRANT ASSEMBLY
STA. 8+23, 6' RT.
DEAD -MAN BLOCK,
PER STANDARD DETAIL
4 EA. 3/4" SHACKLE RODS
a" C.I. WATER
(NE 16TH ST)
TESTING CONNECTION
FROM BLOCK TO VERT. CROSS
(NE 20TH ST) X 6" c WATER
STA. 1+35, 11' LT.
8" X 6" TEE (MJ X FL)
6" G.V. (FL X MJ)
CONCRETE BLOCK
STA. 1 +35, 22' RT.
FIRE HYDRANT ASSEMBLY E
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STA. 4+79, 11' LT.
INSERT 8" POLY PIG PRIOR
TO PLUGGING NEW 8"
MAIN RETRIEVE PIG AT
STA. 1 +24, 12' LT.
(POLY PIG)
TESTING CONNECTION
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STA. 8+03, 6' RT.
8" TEE (FL X FL)
3- 8" G.V. (FL X MJ)
3- 8" SPOOL PIECE (DI)
2- 8" RO-MAC ADAPTOR (DI -CI)
1- 8" LONG BODY SLEEVE
CONCRETE BLOCK
C.I. WATER ,
DETAIL #5
CAMAS AVENUE NE
(at NE 20TH ST)
STA. 1+21, 12' LT.
8" X 8" VERT. CROSS (MJ X FL)
2- 8" BLIND FLANGE, (1) WITH
2" TAP AND 2" PLUG
1- 8" PLUG (MJ) W/ 2" TAP
AND 2" TEMP. B.O. ASSEMBLY
TEMP. CONCRETE BLOCK
STA. 1+31, 12' LT.
DEAD -MAN BLOCK,
PER STANDARD DETAIL
4 EA. 3/4" SHACKLE RODS
FROM BLOCK TO VERT. CROSS
(NE 16TH ST)
FINAL CONNECTION
STA. 0+84, 12.5' LT.
8"
X 8" CROSS (FL X FL)
3-
8"
G.V. (FL X FL)
1-
8"
ml
G.V. (FL X MJ) Lu
3-
8"
X 6" REDUCER (FL X MJ) Q
3-
6"
SPOOL PIECE (DI) =
3-
6"
RO-MAC ADAPTOR (DI TO CI)
1-
8"
SPOOL PIECE (DI)
1-
8"
LONG BODY SLEEVE
(NE 20TH ST)
CUT AND CAP EX. 6" WATER
REMOVE EX. VALVE BOXES
(TYPICAL)
Y 4 EA. 3/4" SHACKLE RODS
FROM G.V. TO VERT. CROSS
CUT AND CAP EX. 6" WATER
REMOVE EX. VALVE BOXES
(TYPICAL)
FINAL CONNECTION
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STA. 6+38, 6' RT.
INSERT 8" POLY PIG PRIOR
TO PLUGGING NEW 8" MAIN
RETRIEVE PIG AT STA. 1+32, 6' RT.
STA.
1 +37, 6' RT. —
8" X
6" TEE (MJ X FL)
6" G.V.
(FL X MJ)
CONCRETE BLOCK
STA.
1+37, 22' RT.
FIRE
HYDRANT ASSEMBLY
STA. 1+32, 6' RT.
8" X 8" VERT. CROSS (MJ X FL)
2- 8" BLIND FLANGE, (1) W/ 2"
TAP AND 2" PLUG
1- 8" PLUG (MJ) W/ 2" TAP
AND 2" B.O. ASSEMBLY
TEMP. CONRETE BLOCK
STA. 7+27, 10' RT.
INSERT 8" POLY PIG PRIOR
TO PLUGGING NEW 8" MAIN
RETRIEVE PIG AT STA. 2+19, 10' RT
STA. 2+33, 10' RT. —
8" X 6" TEE (MJ X FL)
6" G.V. (FL X MJ)
CONCRETE BLOCK
STA. 2+33, 22' RT.
FIRE HYDRANT ASSEMBLY
STA. 2+19, 10' RT.
8" X 8" VERT. CROSS (MJ X FL)
2- 8" BLIND FLANGE, (1) W/ 2"
TAP AND 2" PLUG
1- 8" PLUG (MJ) W/ 2" TAP
AND 2" B.O. ASSEMBLY
TEMP. CONRETE BLOCK
BY I DATE
i A,C. WATER
SURVEYED:
PACE
DESIGNED:
AG
DRAWN:
JDH
CHECKED:
AG
AP P R APPROVED:
LH
DETAIL #6
DAYTON AVENUE NE
(at NE 24TH ST)
(POLY PIG) 0
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8° CJ. WATER
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STA. 1+42, 6' RT.
DEAD -MAN BLOCK,
PER STANDARD DETAIL
4 EA. 3/4" SHACKLE RODS
FROM BLOCK TO VERT. CROSS
Do
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(NE 24TH ST)
TESTING CONNECTION
DETAIL #7
MCINTFRFY AVENUE
r
(POLY PIG) O
(ct
NE
24TH
ST)
1
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z STA. 2+38, 10' RT.
0 - DEAD -MAN BLOCK,
PER STANDARD DETAIL
0 4 EA. 3/4" SHACKLE RODS
FROM BLOCK TO VERT. CROSS
00
EX. 2" AIR -VAC ASSEMBLY
APPROX. 7' EAST OF NEW
8" DI WATER
4TH ST)
TESTING CONNECTION
SCALE:
VERTICAL: NAVD 1988
NONE HORIZONTAL: NAD 1983/1991
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
STA. 1+15, 6' RT.
8" TEE (FLxFL)
3-8" G.V. (FLxMJ)
2-8" SPOOL PIECE (DI)
2-8" RO-MAC ADAPTER (DI -AC)
8" C.I. WATEK
CL
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y 4 EA. 3/4" SHACKLE RODS
FROM G.V. TO VERT. CROSS
CUT AND CAP EX. 6" WATER
REMOVE EX. VALVE BOXES
(TYPICAL)
(NE 24TH ST)
FINAL CONNECTION
NE W-?955I0
STA. 2+09, 10' RT.
12"X 8" WET TAPPING TEE (MJxFL)
WITH FULL CIRCLE BAND
8" G.V. (FLxMJ)
8" SPOOL PIECE (DI)
8" LONG BODY SLEEVE
CONCRETE BLOCK
12" A.C. WATER
(NE 24TH ST)
FINAL CONNECTION
4 EA. 3/4" SHACKLE RODS
FROM G.V. TO VERT. CROSS
CUT AND CAP EX. 6" WATER
REMOVE EX. VALVE BOXES
(TYPICAL)
AS -BOIL T
INFORMA TION
PROVIDED BY COA TES
SURVEY SERVICES
JANUAR Y 200J
DATE:
"6R CITY OF EAST KE N NYDALE JAN 2002
FIELDBOOK:
RENT 0 N PAGE:
Plan ning/Building/Public Works Dept. WATER MAIN REPLACEMENT DR4WINGW:— 8
WATER DETAILS & CONNECTIONS SHEET: 18
OF: 1 Q
SCANNED MAR 9 -Zd" Id