HomeMy WebLinkAboutW-01922312" C.I. SOLID SLEEVE ( MJ) STA. 12+66 + N 1/4 SEC. CORNOR 30-23 -5
2120.78 N OF INT.
TEMPORARY
12" C.L CAP/ PLUG , STA. 12+96 Im# 1R 12"G.V, (MJ),STAA5+P3.
2" BLOW OFF AS13LY ZI
12" G V. - VAULT
AM, 12" D. 1. NIPPLE _ 6,L. F.
12"G.V(MJ), STA. Iz'+90�� 4,11
N F 12"CAJEE. (ALL,MJ.)-STA.46+15
!2 °G. V. VAULT IZ
12D. I, N.) PPL E, 6t. F.
;`iP uji EX. FIRE HYD. 12 G.V. (MJ) STA. 45+07
,b
12 %6" C.I. T EE (MJ x FL), STA. 12+85
12"GV. VAULT
I. 6 °G, V. (FLXFL) I?" C.I. SOLID SLEEVE (MJ), STA. 45+05
5" MVO FIRE HYD. (FL)
<
SHACKLE UNIT
--90' SLOPE & CON. EASEMENT---
-NEW 12" D.J. (T. J.) WATER MAIN—CL.2—
�40' UTILITY EASEMENT" 8 a
uj
<
INT. STA. 44+97 >
-
EAST VALLEY HIWAY,�
O INT. STA, 13+20.41
cf)
0 S.W. 29th ST. ; "' ,
+ ( " I <
OD
1/4 SEC. LINE INT STA. '13+26.17 LL;
R PLAN
+1
SEE W-304 FOR
0 Fo,
NOTE:
__ _z_-CENTER SEC. 30-23-5 CONTRACTOR TO MAKE TIE IN WITH CITY INSPECTION
517 lNT. BEFORE AY..BE REQUIRED
14'S. OF TEMP. I" CONNECTION BEI TIE IN M
NEW LINE MUST BE TESTED St PURIFIED BEFORE TIE IN
HORIZONTAL SCALE : 111=401
S.W. 29th ST
PLAN
10+00 J ► +00
tz+oo
SURCHARGE LEVEL q 4-22-00'
I _STREET C INT. STA. 13+14.65
�I/4 SEC. LINE INT. STA. 13.+20;41
20.
cu
FINAL SUBGRADE r4, +18.00'
6
0 z
0
15- co M
----- -
w
<
TOP OF PIPE ELE_ 14.00,
EX. 12" C.I. WATER MAIN
NEW 12"D.I. (T.J.) VATER MAW
17
10.
-----
EX. GRADE
--- --- --- -•�- -- - - ---' -- ---- CL S.W 29th ST.
- --
'kk
AS BUILT )2-3012 -30 -7h
511,
kp*
S.W. 29 th ST.
VERTICAL SCALE 1"=3
"p,
PROFILE
N
Z,
W-192
LIND AVE WATER MAINS
PROJECT
REB OCT. 20,1974
RE13 412
AS SHOWN 277
13