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N79'03'58"E
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42.36'
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RT. CURB
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SEE SHEET 6
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No.63494
Exp. Sept. 30, 2008
d'l CIV11.
qTf OF C Al \F
MAT HEW C. HICKS -
RC N0. 63494 EXP. 09-30-08
PROFILE SCALE
HORIZ. l" = 40'
VERT. 1" = 4'
CONSTRUCTION NOTES:
O CONSTRUCT 4" MIN A.C. OVER 95% COMPACTED NATIVE SOIL
CONSTRUCT 6" CURB & GUTTER PER CITY OF FONTANA STD. 1003
O5 CONSTRUCT CONCRETE SIDEWALK (W=5') PER CITY OF FONTANA STD. 1015
O6 CONSTRUCT ACCESS RAMP PER CITY OF FONTANA STD. 1006
O9 CONSTRUCT LOCAL DEPRESSION PER APWA STD. 313-1 PER DETAIL ON SHEET 3
23 CONSTRUCT RESIDENTIAL DRIVEWAY PER CITY OF FONTANA STD 103
CURVE/LINE DATA
TABLE
ENGR.
Q
R/war
11+64.00 BCR
m
300
SEE
SHT 6
!:Q�co
J
"149
0148
--
RT. CURB
U
�
N
N
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Lovi
C
U
112.00'
19.55'
9.80'
m
m
D
90 23'42"
57.00'
89.93'
57.39'
CENTERLINE
E
9
TYP.
58.37'
C.
coca
+
No.63494
Exp. Sept. 30, 2008
d'l CIV11.
qTf OF C Al \F
MAT HEW C. HICKS -
RC N0. 63494 EXP. 09-30-08
PROFILE SCALE
HORIZ. l" = 40'
VERT. 1" = 4'
CONSTRUCTION NOTES:
O CONSTRUCT 4" MIN A.C. OVER 95% COMPACTED NATIVE SOIL
CONSTRUCT 6" CURB & GUTTER PER CITY OF FONTANA STD. 1003
O5 CONSTRUCT CONCRETE SIDEWALK (W=5') PER CITY OF FONTANA STD. 1015
O6 CONSTRUCT ACCESS RAMP PER CITY OF FONTANA STD. 1006
O9 CONSTRUCT LOCAL DEPRESSION PER APWA STD. 313-1 PER DETAIL ON SHEET 3
23 CONSTRUCT RESIDENTIAL DRIVEWAY PER CITY OF FONTANA STD 103
40' 30' 20' 10' 0' 40' 80'
GRAPHIC SCALE. 1"=40'
11
REV.
CURVE/LINE DATA
TABLE
ENGR.
Q
DELTA
RADIUS
LENGTH
TANGENT
REMARK
A
N09 2745"E
--
42.36'
--
RT. CURB
B
110'234 7"
62.00'
119.46'
89.20'
RT. KNUCKLE
C
10 00'02"
112.00'
19.55'
9.80'
RT. CURB
D
90 23'42"
57.00'
89.93'
57.39'
CENTERLINE
E
90'2342"
37.00'
58.37'
37.26'
CURB RETURN
F
90100,00"
30.00'
47.12'
30.00'
CURB RETURN
G
90 00'00"
00'
47.12'
30.00'
CURB RETURN
H
10'00'02"
-30.
112.00'
19.55'
9.80'
RT. CURB
I
N0032'18"E
--
46.76'
--
CENTERLINE
J
N79'03'58"E
--
42.36'
--
RT. CURB
K
N86 -2751"E
-
44.05'
-
CROWNLINE
40' 30' 20' 10' 0' 40' 80'
GRAPHIC SCALE. 1"=40'
11
REV.
REVISION DESCRIPTION
DATE
ENGR.
CITY
DATE
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.
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PLANNING ■ DESIGN ■ CONSTRUCTION
3536 CONCOURS, SUITE 220
ONTARIO, CALIFORNIA 91764-5592
909.581.o19s FAX 909.581.0192 www.RBF.com
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CONSULTIN
PREPARED ND HE UP vo F:
DATE: ?-23
CITY OF FONTANA, CALIFORNIA
Q
STREET IMPROVEMENT PLANS
DRAWN BY:
M.E.
TRACT 16495-1
CRAB LE LANE
SCALE:
1 " = 40'
Q
JOB NUMBER
15-100634
DESIGNED BY-
R AP VIED BY
CHECKED B
R.J.B. RIC RDO SANDOV L . 51152 DATY
DRAWING N0.
3517
7
6
RECORD DRAWING
04/08
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MATT C. HICKS RCE NO. 63494 EXP. 09-30-06