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PROPOSED 40' PUBLIC
I iSTORM DRAIN EASEMENT
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4+
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EXIST. CALTRANS EASEMENT
10
401
a 20' 1 20' 7 SCALE 1"=4.0'
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Lij 15 ca
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(0
74.41 M) 0-
15+ 6.45 LINEA (WEST) Ljj 0—
=1556.45 LINE C (NORTH
0 =15t55.92 LINE A (EAST) PROPOSED STORM DRAIN
7— (04+74.24M) --------- -----
EX,
7'X4' RCB PER DWG NO, 2839
--------------------------
1467,42 CL MH 17+oo
N 4-43151
4+77.75M) A E EX. 4'X4' RCB PER DWG NO, 2839
+00
EX. MODIFIED CB PER DWG NO. 2839
20
:20+00
44
C5 CONST. 8 LF 24 RCP
i0 �BRICK & MORTAR
Uj @ S=0.010 -----
to
X,
05 BEG = 1522.00 INV. —
EX, 18" SEWER
Uj
END = 1522.08 INV.
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+ N 49'43'51 E 12.60' cw, 76))
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ry 50'
56'
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40' 40' 16' 1
i.
REV.
I
REVISION DESCRIP'nON DATE ENGR. CITY DATE
SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT
RECORD DM t& b�as -!qpe COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL
SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER,
THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO
BRING THEM INTO CONFORMANCE WITH CONDITIONS AND
STANDARDS IN EFFECT.
CONSTRUCTION
NOTES:
BAW OF BEARINW
RAILROAD SPIKE AT INTERSECTION
&—CONST. 96"
(2438mm) R.C.P. STORM DRAIN
(D
LOAD PER PROFILE)
CONST. 24" (
600mm ) R.C.P. STORM DRAIN
(D
LOAD PER PROFILE)
BEW�H MARK- — No. 15
BAW OF BEARINW
RAILROAD SPIKE AT INTERSECTION
THE BEARING OF N89'30'06"E ALONG
OF CITRUS AVE. AND LOS CEDROS
THE I No. LINE OF
AVE., IN POWER POLE NO. 9011E
S,B.M. PER R.S. 58/5, WAS USED AS
ON THE EAST SIDE OF CITRUS AVE,
THE BASIS OF BEARINGS FOR THIS
ELEVATK)N: 1467.59
PLAN.
Prepored Under The Supervision Of
PREPARED IN THE OFFICE OF
MADOLE AND ASSOCIATES, INC.
No. 62183 0
10601 CHURCH STREET,107
Expi 9-30-05
RANCHO A. 1. CA 91730
PHONE (909) 948-1311
Date
RCE 62183
EXP. 9-30-05
@-- CONST. JUNCTION STRUCTURE PER A.P.W.A. STD. 332-1
Z2�
- --
'RECORD DRAN Mmly,�"27�
' 'E BEV,, FTi'V71
E F'-
lPJs 1N c
E r
NGINEER vv�t 0
N �P"E
D W�
E
B
OLE ANY E RORS OR E—
'I
14 T'
�T' '31
y 0
FOR R
Lr Co POM
M INTO
THI
�AVE IN R D '0 THE DOCIXM.,Slff� AS m
T
r4
CITY OF FONTANA, CALIFORNIA
0
STORM DRAIN IMPROVEMENT PLANS
&-B—Y.- SIERRA LAKES COMMERCIAL SCALE:
"'
DJ 1=40
�—NED-—Y. STORM DRAIN PLAN DATE:
SL,GS LINE C APR. 2002
By. APPROVED BY. DRAINING NO.:
ATS 7
_V 3288 9
OI Y ENGIN DATE
JA1 26-1484\storm\SDSHT8.dwg, 12/18/2002'07'-I"<l8 54 AM, PH