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EXISTI NG
6" WATERLINE
[U+UU StAtK SIA. _
5' RT. OF � STA. 33+23.22
CONST. M.H. * I PER
STD. 112
NOTE:
THE EXISTING MANHOLE ELEVATIONS ON LOCUST AVENUE WERE SURVEYED
WITH THE REMAINDER OF THE TRACT TOPOGRAPHY AND IS REFLECTED IN
THE DESIGN.
9*77.73 SEWER STA.
262' RT. OF CtSTA. 32.05.00
CONNECT TO EXIST. M.H.
W
i
rzi
w
EXISTING 30 t
GAS MAIN N
� I
LZ
11+89.88 SEWER STA. _ 15+04.95 SEWER STA. _
+ CREI H ON
STA. CONST. M.H. * 2 PERco 8+53.00MYLES CT. SEWER STA.
CONST. M.H. � 3 PER STD. 112
STD. 112 SSTORM DRAIN EASEMENT
EWER EASEMENT
lk
STORM DRAM TRACT BOUNDARY
17
Ts - _8904i; -2-11"E- _ gS
N 89043'29"E 189.88' N 3150T
3. CURB OUTLET
�g
CONST. Ir
/ 44 ` I N
ol
3 . 12,
40 39
AMW10
3 7
1
1110:Atoo
/000'• Poo
\ 1 CATCH BAS9
'100010
o5 1,11T 7w 17 �k dis�
SEWER EASEMENT C I TY OF FONTANA
PUBLIC WORKS DEPARTMENT
• Si oft DRAWL! BY SEDER IMPROVEMENT PLANS .. SCALE
�c TDM SEWE'R EASEMENT I 4 0
9 �ED BY TRACT 13681 DATE
L4,_
LANb I PLENGINEERIGAFFIAC STUDIES DESIGNED BY A CAl PPROVED OR NO
17141 004-0217 109 E. THIRD STREET
SAN BERNARDINO, CALIFORNIA 92410 A� CITY ENGINEER RCE 18932 ]SHT.of 4
* SEWER IN EASEMENT - 30[0.29]PF: 13681 251 11 -Aug -07 02:40 PM / F00102-135