HomeMy WebLinkAbout1823-14G
NO.
1 4
4 ------ 4
7
-T
t
7T
4
t
+
+
t
4-
r T
-4
f ------- -4
-A
-i + - ------
I - t I i I r t
I
i +
J
4
7
4
+ 4
F -4-
T
-T
4- 4 + t , -.-- --+ - - - 4
I
4
t
t
-T
T
f . ...... -1 4 4
0 to -
f T
4 --- ---
PIC
f �4 A-
-7
0
4
-4-
104
-T T-
- - - -- - - - - - -
I T
-4 4
jr T-
4
-4 0 to ......
I
t
T Tf
- -----------
jt - ------
t
t
f
4
-4
4
-4
t 77
t4 ------
-7,990,
T
i
4 1 7
4
t
i t I -:L4, -------
1 1
f 4
i
4
I t T-
I -T
-4
HY �O�yl:--Q A
I
1 4 Q, .300' CTS
I QO T it 4 1
1 41,
4-- V
-S GA E-*
4 + Vt
f
217 218 219 2 2 0 2� 1 222 223 224 225
------------
-N
M,41IVr6 ANCE
R,4MP NO. 7 0 2/
4 kA
LLJ
PA. ?21 -A '90
CONSrel-lCr afA11VASE -5WA4e
0
0 S H T. NO. 7. 0
t
4
Lo.
0 +
+ a'CHAIN LINK FENCE X x C\j
_G _G A�0,4 C\j
kA . . . . . . . . . . . . . . . . . . . . .... /0 Y0
These Record Drawings have been prepared based
on Information submitted, In part, b W E. Blakely/
B.F. & Associates, Inc., and Lst,ern Land
Concepts, Inc., that.performed the field work on
1/30/90 through 2/8/90. While this information is
believed to be reliable, ASL Consulting Engineers Is
not responsible for its accuracy nor for errors or
omissions which may'have been incorporated into
these plans as a,res-61t.
v
LA N D
'A
`-4
No. 4337
Exp. 6-30-92
F - C
Cr. NO.. AU3110
Expj
OF
<
W -
U),
Uj
z
W
24, 1
.J
x
N L IAII<',-
-FENCE
colv-IrRl-ler 411. /5 1--h- ::::)F
1* =N
/ RA RE r 14,60 I/E rl4e
044NNEZ- - 50rH S1
g
S S / 0
D,
4,
(P
11543 Oj
OF C0.
ASL Consulting Engineers
,e6CO3R,D Dq4jV1,A16i.5 �iqr- 9-7-eo SZ 0
11543
R. E.
RC11196'0 e"WIN6 WILLIAM 0. EXR Lo' 90
ENGR. CITY
DESCRIPTION APPR.- DATE APPR, DATE SCALE
DESIGNED BY SS/JM CHECKED BY JH
R E V I S 10 N S DRAWN BY M K DATE_ 7 - -87
Ace,59S 90,442
ON, I I
/'�'/Jw
CA&6 k41L PER
5147- A10, e6
�Ola a
SO. CAL. EDISON EASEMENT
------------
APPROVED BY
PASADENA (818) 792-3096
SANTA ANA (714) 979-1761
a i
PALM SPRINGS (619)320-4220 FLOOD CONTROL ENGIUEER
FILE NO.
DATE
1400.529
W
z
.j LLJ
Cf)
APPROVED BY 11
CITY OF FONTANA
7 18932
CITY ENGINEER R C.E.
-3 - Z- 80
DATE
SAN BERNARDINO COUNTY FLOOD CONTROL DISTRICT
DECLEZ CHANNEL
STA.217+00 TO STA 225-600
SCALE:
Ili = 40'
PROJECI NO
V.i
DWO.. N*0i 0
40W*400 ai.3 ��f
11 - WAI