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27 28 PLAN 1"= 40'
SCALE IN FEET
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STA. 26+58.08 BC
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Curve #
Delta
Radius
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C1
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5.64
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Curve #
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Radius
Length
Tangent
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45.00
11.22
5.64
C2
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45.00
11.22
5.64
C3
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45.00
14.30
7.21
C4
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22.50
25.44
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C5
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22.50
30.27
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Line Table
Line #
Direction
Length
L1
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35.36
L2
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20.63
L3
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54.59
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CONSTRUCTION NOTES
U
CD
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INSTALL 18" RCP STORM DRAIN (D -LOAD PER PROFILE)
N
F
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INSTALL 24" RCP STORM DRAIN (D -LOAD PER PROFILE)
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CONSTRUCT MANHOLE PER CITY OF FONTANA STD PLAN 3011.
"' `1)
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CONSTRUCT MANHOLE PER CITY OF FONTANA STD. PLAN 3012.
OAK GROVE AVENUE
O8
CONSTRUCT MANHOLE PER CITY OF FONTANA STD. PLAN 3013.
O9
CONSTRUCT CATCH BASIN PER CITY OF FONTANA STD. PLAN 3004.
10
CONSTRUCT JUNCTION STRUCTURE PER CITY STD. PLAN 3009.
11
CONSTRUCT JUNCTION STRUCTURE PER CITY OF FONTANA STD. PLAN 3010.
12
CONSTRUCT TRANSITION STRUCTURE PER CITY OF FONTANA STD. PLAN 3026.
BENCH MARK: # B-7
BASIS OF BEARINGS:
13
CONSTRUCT CONCRETE COLLAR PER CITY STD. PLAN 3022.
SAN BERNARDINO COUNTY BENCHMARK # 6-7.
THE CENTERLINE OF CITRUS
AVENUE AS
A BRASS DISK AT THE SOUTHEAST CORNER OF
SHOWN ON RECORD OF SURVEY 35/9 TAKEN
14
REMOVE EXISTING PIPE CLOSURE.
CASA GRANDE AVENUE AND SIERRA AVENUE.
AS N 01'10'30" W WAS USED
AS THE BASIS
OF BEARINGS FOR THIS MAP.
15
CONSTRUCT BASIN CONNECTION PER CITY OF FONTANA STD. PLAN 3005.
ELEVATION: 1739.006'
PREPARED UNDER THE SUPERVISION OF:
CITY OF FONTANA, CALIFORNIA
SHOULD CONSTRUC11ON OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO
QFtOFESS/_
lwq F�
IN -TRACT STORM DRAIN IMPROVEMENT PLANS
��°��
YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT
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MADOLE 9302 PITTSBURGH AVE., SURE 230
RANCHO CUCAMONGA, CA. 91730
DRAWN BY:
TRACT 19960 -1 -2 -3
SCALE:
r
I
JM/EH/DM
+ + +
AS SHOWN
MANNER, THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO
Exp: 06-30-18
Engineering Communities for Life
: 909.481.6322
FAXPHO: 909.48,.6320
DESIGNED BY:
UNE W
DATE:
WLI
ORCHARD ST. k 19+70.00 TO 27+78.94
NOV. 2016
CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT.
q C / V k \- ��P
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DAT
17
CHECKED BY:
j
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DRAWING NO.
3
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6/8/17
5605
8
R.C.E. 51152 DATE
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