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23+00
ULTIMATE R W
PROPOSE i ITER
r
Q
UJ
24+00 25+00
0
PLAN 1'= 40'
26+00
SCALE IN FEET
40 80 120
FONTANA HIGH SCHOOL #4
fa
cn
160
ULTIMATE R W
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5
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6
N 00'08'25" E
STREET CEJ cv
7
8
TR
9
16427-4
CURVE / LINE DATA TABLE
ITEM NO. DELTA/BEARING RADIUS LENGTH
TANGENT
OH
52°52'01"
45.00'
41.52'
22.37'
OI
37°07'59"
45.00'
29.16'
15.11'
QJ
90°00'00"
45.00'
70.68'
45.00'
QK
N 89°51'35" W
—
6.26'
—
10
r7
11
KNOX AVENUE
LINE
99 c 99
1
fiJ
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U w
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0 Z
Q
4
TR
5
16427-5
CONSTRUCTION NOTES:
0
CONSTRUCT 36" DIA. R.C.P. D—LOAD PER PROFILE.
CONSTRUCT 24" DIA. R.C.P. D—LOAD PER PROFILE.
CONSTRUCT MANHOLE PER A.P.W.A. STD. PLAN 320-1 SEE SHEET NO
CONSTRUCT CATCH BASIN PER STREET IMPROVEMENT PLAN.
CONSTRUCT DOUBLE BRICK AND MORTAR PLUG.
RECORaDFNG
THESE REC0HO DRA:Y:tr,s HAVE Earl PD, IN
NAT, On THE BASS OF 17-4FO liAT'r i cO r N40
FUR N:SHED BY O T I4ERS. THE €ii't
RESPONSi3LE FOR ANY EPRO: ► OR tL : O `3140/41CH -
HAVE SEEN INCORPORATED INTO THE rO C '.`yT'S AS
A RESULT THEREOF
BENCH MARK: # 8_17
CALTRANS BENCHMARK 8-17. A
BRASS CAP IN THE CONCRETE BASE OF
THE SOUTH LEG OF AN SCE TOWER
OASEVNRD2.62WWEST
FSN/E MES
OF SIERRA AVE.
ELEVATION: # 1428.609
BASIS OF BEAR/NGS:
THE BASIS OF BEARINGS FOR THIS MAP
SOWN AS N01712435E OEN RECORD
OF SURVEY MAP FILED IN
R.S.B. 111/99-103
PHASE 1 APPROVAL
LINES A, B, & D
STA. 10+.00.00 TO 12+19.90 LINE C
APPROVED BY:
CITY ENGINEER R.C.E. 51152
DATE
10.
k
(f)
N
c0
O
V
DIAL
BEFORE
YOU DIG
TOLL FREE
A PUBLIC SERVICE BY
TWO WORKING
DAYS BEFORE
r YOU DIG
1-800-227-2600
UNDERGROUND SERVICE ALERT
REV.
REVISION DESCRIPTION
DATE
ENGR.
CITY
DATE
RECORD AWG
10(74
SHOULD CONSTRUCTION OF THE REQUIRED
IMPROVEMENTS NOT 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.
Prepared Under The Supervision Of :
PREPARED IN THE OFFICE OF
MADOLE AND. ASSOCIATES, INC.
10601 CHURCH STREET , STE. 107
RANCHO CUCAMONGA, CA 91730
PHONE (909) 948-1311
ate :9("J
CITY OF FONTANA, CALIFORNIA
STORM DRAIN IMPROVEMENT PLANS
DRAWN BY:
SC
R.C.E. 62183 V EXP. 9-30-05
DESIGNED 8Y:
MA
APPR
TRACT NO. 16427
LINE� "C"
X AVE. FROM *1035' N. OF CURTIS AVE.
TO ±1750'/N. OF £URTIS AVE.
ED BY:
9 0
ENGINEER R.C.E. 51 152 DATE
SCALE:
AS SHOWN
DATE:
JULY 2003
DRAWING NO.:
3401
7-
10
r• w
co
c0
J:\126-1662\storm\sd07.dwa. 09/18/2603 02:46:49 PM. GB.GB