HomeMy WebLinkAboutW-01922225•
20•
15 •
10•
0•I
-�— MATCH LINE STA.44 +50
J
U _24 "x ,6" C.I. TEE (MJ'x,FL)., STA:45 +61. F
z U) _6 "G.V. (FLxMJ) w -
¢� 6 °C.I. PLUG (MJ)
1 es m �i w _FUTURE FIRE HYDRANT - w -
24 "BTFLY VALVE (M J), STA. 46+15 —�— I- Q w +
STAND. BTFLY,:V_ VAULT - ( 3 w 00
24"'k 10 CA. CURUSS (ALL7- .MJ),STA.46 +34 G o
24"C.I. PLUG (MJ) F- Z
121' C.I. PLUG (MJ) J _
o : 12"x 12" C. 1. CROSS (ALL MJ) ,STA. 6 +60? z
.. .
PLUGS (MJ) =i
3 — _
• z ,�
- - -- - -- —_ 60 SLOPE a CON. EASEMENT
I I ` RESTRAIN JOINTS FOR 80'
— — — NEW 12" D-1. (T.J.) WATER MAIN —CL.2- — — — - -
\�— `x•10 UTILITY EASE 4ENT a
12" G.V. (MJ), STA. 0 +40
12° G.V. VAULT S.W. 29 t h ST.
INT. STA. 0 +00 _
S.W. 29Th ST. STA.
INT. STA - .464-52.49
�q LIN D AV E. S.W. STA.
HORIZONTAL SCALE 1 " =40' "' ` "' " "" ' `• '"
00. vv W
. 29tH ST.
PLAN
LIND AVE. S.W STA.
45 +00 46 +00 46+52.49
0 +00 1+00 '2 +00 3 +00 4 +00 5 +00 6 +00 7 +00 8 +00
SURCHARGE LEVEL _C _ +22.00
(ANGLE
n
— — - -_ _ FINAL SUBGRADE C_ + 18.00`
z O
W =
r ¢ w
= v y TOP OF PIPE ELE. 14.00`: -- TOP OF PIPE ELE. 14.00
U ?
F ¢ W
¢
NEW 24" D.I. (T.J) WATER MAIN _- _._ . _. _. _— _..... - .. -._._ .._.— NEW 12" D.1. WATER... MAIN_ .._ INV._12.00'
-- - -__ —_ _ —_ FX. GRADE— S.W. 291h S'i.
.NOTE SHACKLED , RESTRAINED JOINTS REQUIRED -
ON 12" & 24" PIPE ,.80 L.F. EITHER SIDE OF
CROSS STA. 46 +34 LIND AVE. p�QE, Hft* AS BUILT 12 -30-76
SHACKLED PIPE SHALL BE CLASS 2— MECHANICAL JOINT �`� '`m;;•�y
_ �O�k 4f•G1SfEF�' �� 0
ENV
> "�`,°` W 192
_ �. S.W. 29th ST.
LIND AVE. WATER MAINS
VERTICAL SCALE 1"=3' PROJECT REB OCT. 20,1974
(.�
PROFILE REB AS SHOWN 277
I I
61 ii