HomeMy WebLinkAbout8" W.L. EXT TO SERVE 1500 S 16TH ST>>
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STA 5+59.95
END OF PROJECT
0
Z
:4-
STA 5+63.81
8" MJ PLUG W 2" BLOW OFF
END PROPOSED W.L.
WITH STUB OUT FOR
FUTURE CONNECTION
22-00
0
20.00
18.00
16.00
14.00
12.00
10.00
Elm
- STA 5+23.83
PROPOSED 811
GATE VALE
PROPOSED
63.9 L.F. OF 81, C-900
PVC WATER LINE
[5- BURY]
[PUBLIC]
PROPOSED
GATE VALE
STA 6+23.83
PROPOSED
1- FIRE HYDRANT
1- 8" X 6" TEE
1-6"VALVE
PROPOSED
FIRE HYDR
CAUTION EXISTING
GAS LINE FIELD VER.
. ... .......... - -------------
STA 10+33.95
STA 6+71.83
PROPOSED
STA 9+16.20 ___j
ISTA 9+53.7
PROPOSED 1" DOMESTIC
400 L.F. OF 81, C-900
END 37.5 L.F. BORE
BEGIN 37.5 L.F. BORE
5. GATE VALES WILL BE CLOCKWISE TO CLOSE.
SERVICE CONNECTION.
PVC WATER LINE
*USE CAUTION NOT TO
*USE CAUTION NOT TO
*CONTRACTOR TO INSTALL
[5'BURY]
DAMAGE EXISTING
DAMAGE EXISTING
6. CONTRACTOR TO NOTIFY CITY OF LA PORTE
(PRETAP) WATER CONNECTION.
[PUBLIC]
CULVERT.
CULVERT.
PUBLIC WORKS UTILITIES DEPARTMENT 3
CITY TO INSTALL METER ONLY.
WC)PVTT\Tr, nAVO-, PRIOR TO f:ZPr-Tl\TNTTl\Tr- ANY
------- - -- ....... ..... -- -------- --------- ---------------
63.9 L,F. -PlROP. FIRE 1/-l" DON ESTIC
8" C-900 HYDRANT LEAD SERVICE
PVC VY.L. CONNECTION
...... . ..............F------ . .......
49 L.F. OF0" RCP CULVERT
Wl S.E.T. 3:1
LOWEST POINT OF D�TCH
_FIB
12.73
(WEST SIDE OF 16TH STREET)
EXCAVATION.
7. USE CITY OF LA PORTE STANDARD PROTECTION
REQUIREMENT AT WATER LINE - SANITARY SEWER
CROSSING.
(4
>
22.00
. .. ... . ... ... . ... ... . ... ... --- ------- -------- - ------- - ------- -------- - ------ -------- --- ----
>
>
�
20.00
TOP OF BANK
...... .......... -- ------------- --- ---
(WEST SIDE, OF 16THlSTREET)
II
WEST TOP OF BANKI
i
i18.00
---------- ------
.... ...... -------- - ------------ .................... ... -------- -- -- ......
(WEST SIDE OF 16THi STREET
119601
EXISTING DITCH BOTTOM
(WEST SIDE OF 116TH STRI
Ln
TOP OF PROPOSED W.L.
FL 7.73
00 PVC WATER
EXISTING RCP
CULVERT
FL 12.87 N
FL 12.70 S
........ ......... .
EXISTING 10
SAN.,'SWR. LINE
FL 8.70 E
L
6.00
9" BORE! REFERENCE NOTE 9" BORE RE
........... ............ .....
END--WAT- E R- LINE WITH-
D, 40' @37.5'' NUMBER 7 THIS SHEET
@
STUB, OUT FOR FUTURE 1
CONNECTION
------ - ------- ------ ------ ------------------ - ------ --- ----------------- -------- ------ -------------- ------- ---
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JOB NO. 06-0014
DESIGNED: RC
CHECKED: PEJ
FILE: C3.OPP.dwg
SCALE: HORZ. I" = 20'
VERT. 1" = 2'
DATE: Tue, Nov 25 2003
C3.0