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HEIRXZ
1 0+00
1 1 +00
12+00
13+00
14+00
15+00
PLAN 1'= 40'
16+00
17+00
18+00
19+00
20+00
SCALE IN FEET
40 80 120
160
SCALE: 1 " = 40
A = 58'
B = 42"
C = 4.50'
Di = 42"
D2 = 42" 14
TR 16427-1
17
1
10' LANDSCAPE EASEMENT
A = 45'
B = 36"
C = 4.67'
Di = 36"
D2 = 42"
w
R 16427
44
43
0
cV
PROPOSED CURB & GUTTER
N 00'08'25" E
LATERAL "C-3"
N 59'47'28" W ' 32.93'
(Di
J
UJ
WN
�N
_PROPOSED .3' WATER
N �..� POSED
SEE DETAIL ,�
AT RIGHT
_10+-09 10+-09.64
LATERAL "C-4"
PROPOSED Rf W
}
N 45'08'25"I E pro
23.33' W
Li..e_O O
N
UO
CURTS AVENUE
LINE "A"
SEE SHEET NO. 4
CONSTRUCTION NOTES:
ONSTRUCT
CONSTRUCT
ONSTRUCT
CONSTRUCT
ONSTRUCT
ONSTRUCT
CONSTRUCT
r')
N
FUTURE
BASIN PER
TRACT 1642773
/15
16
17
TR
10'LAND CAPE EASEMENT,
18
1 6427-3
19
v-.
21
LINE
Of F,,
N 89'51'35" W
10+23.331 END
18" RCP
10.+44.98
22 12.36'{
10+57.34 END
42" R.C.P. D -LOAD PER PROFILE.
36" DIA. R.C.P. D -LOAD PER PROFILE.
24" DIA. R.C.P. D -LOAD PER PROFILE.
MANHOLE PER A.P.W.A. STD. PLAN 320-1 SEE SHEET NO 10.
MANHOLE PER A.P.W.A. STD. PLAN 322-1, SEE SHEET N0.10
CATCH BASIN PER STREET IMPROVEMENT PLAN.
DOUBLE BRICK AND MORTAR PLUG.
KNOX AVENUE
LINE "C"
1
2
TR 16427
NOTE: NO CONNECTION TO BE ALLOW
PRIOR TO DETENTION BASIN CONSTRU
t 4
CURVE / LINE DATA TABLE
ITEM NO. DELTA/BEARING RADIUS
LENGTH
TANGENT
QD
N 06°10'29" W
—
34.80'
—
QE
06°18'55"
90.00'
9.92'
4.96'
OF
N 45°08'25" E
—
9.64'
—
OG
45°00'00"
45.00'
35.34'
18.64'
MOUNT PINES WAY
SEE SHEET 9
FOR LATERAL PROFILES
U
w
NU
oz
D z
:TION
4
RECORD DFIAWING
THESE R OF3O DMAWMC HAVE BEEN PREMED, IN -
PART, ON THE BASIS OF I? f `AATrO+N CO3irp ED AND
FURMSHED DY OTHERS. THE ENGINEER WILL NOT BE
RESPONJ3LE FOR ANY ERRORS OR O IS -.IONS MICH
HAVE LEEN INCORPORATED INTO THE DOCUMENTS AS
A RESULT THEREOF.
BENCH MARK: # 8-17
CAL TRANS BENCHMARK 8-17. A
BRASS CAP IN THE CONCRETE BASE OF
THE SOUTH LEG OF AN SCE TOWER
343' NORTH
.MES
OF SIERRA AVE.
ELEVATION: # 1428.609
BASIS OF BEARINGS:
THE BASIS OF BEARINGS FOR THIS MAP
HOWN AS 00' 123 5 cE OEN RECO
OF SURVEY MAP FILED IN
R.S.B. 111/99-103
0 cn
TEMPORARY DOUBLE BRICK
& MORTAR PLUG
DETAIL
SCALE: 1"=4'
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
DIAL
BEFORE
YOU DIG
)-TWO WORKING
DAYS BEFORE
YOU DIG
TOLL FREE 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
REV.
REVISION DESCRIPTION
DATE
ENGR.
CITY
DATE
RECORD DWO
47,01
rekl-
1.30.0(
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
CITY OF FONTANA, CALIFORNIA
STORM DRAIN IMPROVEMENT PLANS
DRAWN BY:
SC
DESIGNED BY:
MA
TRACT NO. 16427
KNOX AV NUE LINE "C"
CURTIS AVE E TO 1035 N. OF CURTIS AVE.
SCALE:
AS SHOWN
R.C.E. 62183
EXP. 9-30-05
APPROV
BY:
CI
1"./
ENGINEER R.C. . 51152
DATE
DATE:
JULY 2003
DRAWING NO.:
340 1
01
01
JN. 126-1686;
JA126-1662\storm\sd06.dwa. 09/18/2003 02:46:10 PM. GB.GB