HomeMy WebLinkAbout8" WATERLINE & 6" SSFM X-INGS AT 225/146 INTERCHANGE114LE JI
PROPOSED PROPOSED
MAINLANE MAINLANE
PRO
0
BEGI UTY BASELINE I I
STA + 8.56
STA 0 +36.73, 0.
0. q SH NB FRIG RO!T- BEN
D, �J
Ir s INCI % I I I STA ' ;' 'T.�
5TA 0+23.5, 5' [.1. EL CASING END 16' STEEL CASINX, STA 4+67.1
1 +55.5. 5' LT. STA 3+13.0 STA 3+83.4. S' LT. STA 504+70.1154.1. LT.
IF PYC r-900 WATER M 5H146
Is" STEEL CASING
0+04 . 6, 5 LT. STA 2+38.4. 5' LT.
�21.55 21.s5 +2 'EF, 20.96
IS +2.E 2
BEGIN UTILITY BASELINE 3 LF IV* CASING 145 LF CASING 29..
STA 0+OO.O0 = . - ___ I
STA 504+36.73, 38.7' RT. 23. 3
0. SH146 N8 FRIG RD.
i+au 24.17 2 00 r 4— 4 100 IV-101 L
If CASING 23.77 LF If STEEL CASING
4,23 12225 3.45-�23, 23.271 .57 END If STEEL CASING ig L Ir PVC C-900 F.M. STA 3+ 5' RT.
-STANDARD MANHOLE 12" SIEL CASING E L CASIN OA 11 E 26.67
'A 0+15.6, S' ITT. STA 2+38.4, 5' .24.54 . 10
STA OT3.5, 5' RT. 122.5-
3T R.C.P. 0 0.419 STA 4
IRL I JI STO
C S
STA 0+23.5, 5' RT.
DOWN E ExisnNG
tl10 MAINLANE X'ONG N-L—ME W'E
z
m
0
.1
z
z
0
20.35
ry
p POSED
NTAGE
19" STEEL CASING
STA 5+72.9, 5' Ly
/24.55
4r
vtv rzk.
jjmvj�
If STEEL CASING
9
STA 6+0.9, 5' FIT.
%END Er PVC C-9
C S/No
EL 5-15" PLU3G'51 Mi
TA 7.FIT
04
S 5 9
S 0+
P C N
EEL A5klgLgT-
A U+U9 E
'S
00 F.K
SCALE: 1" = 30' HORZ.
z
1" = 3' VERT.
z
6
m
z 0
+ +
+
+
+ +
+
30
30
EVTUIG
BASELINE CROSS-SECTION
27
27
FUTURE BASELINE CROSS-SECTION
Soo
24
24
21
21
��„24'
C
I-Ir T.S.&V.
R.C.P. I.E. 20.18*
19.50, E
0 LF I CASING
19-10- E
6" CARRIER PIPE
629.4
LF 8" C-900 PVC WATERLINEWITH
- - - - - - - -
18
18
-------
Al TAIN
IAIYTIA91
3' MINIMUM
30 CASING
C& -;CAStN(;
CARRIER PIPE
PIPE
==� ------ ------------ _L4Lk L2 n
CASING WjI!j 6' _2R�IER PIPE
BURY
END Or PV9 C-9
Pualol
jr
2-1 /Fr SENDS
3 LF I STL
1-15 PLUG, Mi W/�
A STA 6+33
'CARRIE
PROP. E,l .35
_14S__LF I
-ca-md UA_RRrER_PFp_E
------
p'j'pF!
151
------
\SAN. �SWR.0 0�30- I.E. 15.18'
PIPE
6-960
OFF.
END dP C;9OO
E fr PVC
I- PLUG, MJ
'*
STA 6+33
12
6
7.4 LF r C-900 pVC FORCE MAIN
FIEDD.THO
7�%' 73887
9
1 00 3+
00 4+00
5+00
6+00
7+00
2+
1+00
0-31
mpsol
c) (A
Existing Roadway IT\/ rl C 1A Of mDTI
im