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24'x6 G.I. TEE(MJxFL) Si A. 33 +60
24 "x 6" C.I. TEE (MJxFL) , STA. 6'G.V.IFLxMJ) I 24"x6" C. I.TEE(MJxFL),STA.36 +60 )" i2`� t;l CROSS AL
24"x 2 "C.I.TEE (MJ) 6 "G.V. (FLxMJ) (ALL MJ),S.A.42 +30 7
6 "G. V. {FLxMJ)
o 6" NIPPLE ,I2 L. F. ,STA.35 +75.0 6 " NIPPLE , 12 L. F. 2Y 12 C.i. PLUGS
+ 5 °MVO FIRE HYD. (MJ),6' BURY 6 "NIPPLE,I2L.F. v v -
+ 2 -12' C.I. RL'UG (MJ) , �.9 "nvO FIRE HYD. (MJ),6' BURY 24"x6" C.I. TEE
m \ I5 MVO FIRE HYD.(MJ),6'BURY �— (MJkfL),STA.42 : +60. a-
m
x 24' C.I. G.V. BOX 18 "z 24' C.I. G.V. BOX
SHACKLE UNIT :. 8'x 24 "C.I. G.V. BOX I I 6" G.V. (FLxMJ) y..
SHArKLE SHACKLE UNIT
F \ - _ _� iiiVl I _ 7�' - .6 "C.1. PLUG (MJ) -
24' x16 "C.f. CROSS (ALL MJ),STA.33-Ib2? ` PH/AkSE I —END— ! PHASE R -START— FUTURE FIRE HYDRANT Z
w \ / !W'C.1 PLUG (MJ) `r
`' 4 BT FLY VA (MJ),
J ,• , 2 VALVE J39 +65 _
I,� \ % ._.... .•'•E .STAND. BTFL.Y V. VAULT I s
HILT. STA. 38 +52 -.49
in
S. E. CORNOR GOVT LOT iVV. I
I
SEE SHT.14 FOR DETAIL
- / ".
o . g —
a//
-- — - - - +� --
J
.NEW 24 ,. ...- D.I. (TJ) WATER MAIN CL. 1_
-
r
-
- -�—
--
O
a 0,
i
HORIZONTAL SCALE:1`F =40'
OF MOBIL OIL SITE TO STA. 38 +52.49
M I
34 +00 35+00
36 +00 37 +00 38+00 39 +On 40 +00 41 +00
)_24"x
i 12 C.I. CROSS (ALL MJ) STA. 38 - +34. ?
2 " -12 CI._PIfUG.S (MJ).
- - -_ -- - - -�
SURCHARGE LEVEL. 4_
+22.09
_
-- --
pp
G +18.00 I
0
Z o Z
0
- jEX. 4 "C.I.DRAIN INV. .13.49'
(' TOP OF
{��-� -
•. �.:... - .' ,., \SURFACE DRAIN �\ R.R.
EASEMENT
4" DRAIN C.I.
� . ` , •-.. ..... ..
+ F ems\ - r. re ELE. 14
M = �
O I:
NEW 24" D.I. (T.J.) WATER MAIN INV. .12.00'
--- - - --- ---
EX. GRADE WEST R/W _-
PHASE I PHASE R
VERTICAL SCALE I ° =3'
LIND AVE. EXT.
WEST & �_ OF RIGHT OF WAY
PROFILE
A
a
I
SURVEY STATIONING ALONG rL FROM STA.38 +52.49
42-00 43 +00 44+00
PI `
Ii
N
O
w Z
2 U
J !O =
= a m
U V.
< N
------ - - - - -- -- EX. GRADE GL R/W
1
1 )
)
II
101
II
EX. DRAINAGE i1 EX. 24" CONC. PIPE
DITCH INV. 6.30 INV. 7.30
AS BUILT 12 -30 -7b
e4a c ^so�N
ti fir; �
o,
W— 192
LIND AVE. S. WATER MAINS
PROJECT
R E B 0 CT. 20, 1974
REB
AS SHOW f: 277
11 15
C - z
111 __
SEE SHT.14 FOR DETAIL
LIND EXT.
.AVE.
PLAN
SURVEY STATIONING .ALONG EASTERLY PROP. LINE
HORIZONTAL SCALE:1`F =40'
OF MOBIL OIL SITE TO STA. 38 +52.49
33 +00
i
34 +00 35+00
36 +00 37 +00 38+00 39 +On 40 +00 41 +00
- - -_ -- - - -�
SURCHARGE LEVEL. 4_
+22.09
_
-- --
-- FINAL SUBGRADE
G +18.00 I
0
Z o Z
0
- jEX. 4 "C.I.DRAIN INV. .13.49'
(' TOP OF
+ F ems\ - r. re ELE. 14
M = �
O I:
NEW 24" D.I. (T.J.) WATER MAIN INV. .12.00'
--- - - --- ---
EX. GRADE WEST R/W _-
PHASE I PHASE R
VERTICAL SCALE I ° =3'
LIND AVE. EXT.
WEST & �_ OF RIGHT OF WAY
PROFILE
A
a
I
SURVEY STATIONING ALONG rL FROM STA.38 +52.49
42-00 43 +00 44+00
PI `
Ii
N
O
w Z
2 U
J !O =
= a m
U V.
< N
------ - - - - -- -- EX. GRADE GL R/W
1
1 )
)
II
101
II
EX. DRAINAGE i1 EX. 24" CONC. PIPE
DITCH INV. 6.30 INV. 7.30
AS BUILT 12 -30 -7b
e4a c ^so�N
ti fir; �
o,
W— 192
LIND AVE. S. WATER MAINS
PROJECT
R E B 0 CT. 20, 1974
REB
AS SHOW f: 277
11 15
C - z
111 __