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No. 63494 a
E.I.� 30.2006 z}
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40' 30' 20' 10' 0' 40' 80'
GRAPHIC SCALE. I"=40'
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RCE NO. 63494 EXP. 09-30-08
TOLL FREE 'qqMmm"'l -800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
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No. 63494 a
E.I.� 30.2006 z}
qTf OF CAI�F�Q►
40' 30' 20' 10' 0' 40' 80'
GRAPHIC SCALE. I"=40'
1 1
15 16
�/� � �
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MATT EW C. HICKS
RCE NO. 63494 EXP. 09-30-08
TOLL FREE 'qqMmm"'l -800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
U
m
+ O
M
39 38 N
DATE: 4.1.4
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57 58 CL � 59
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30.00'
R W
30.00'
CURB RETURN
B
90 00'00"
30.00'
47.12'
30.00'
CURB RETURN
C
2
38.00'
136.25'
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112.00'
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19.07'
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143.88'
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CUL-DE-SAC
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N29 28'2"W
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OFFSET CIL
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18.00'
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OFFSET C L
LENGTH
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DATA
TABLE
r< o
DELTA/BRNG
RADIUS L
N65 04'54"W
--
TANGENT REMARK
� o
FROM
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5•
2
8.48' RT FROM MOC
D ST. LIGHT TYPE PER
STREET LIGHT PLAN
y� 19+99.74 (18' RT)
RADIAL POINT
67
CURVE/LINE DATA TABLE
CURVE/LINE
DELTA/BRNG
RADIUS
LENGTH
Q
DELTA/BRNG
RADIUS L
N65 04'54"W
--
A
90'00'00"
30.00'
47.12'
30.00'
CURB RETURN
B
90 00'00"
30.00'
47.12'
30.00'
CURB RETURN
C
205 2541 "
38.00'
136.25'
--
CUL-DE-SAC
D
252541"
112.00'
49.71'
25.27'
RT. CURB
E
183934"
342.44'
111.52'
56.26'
CROWNLINE
F
90'00'00"
25.00'
39.27'
25.00'
CURB RETURN
G
90'00'00"
25.00'
39.27'
25.00'
CURB RETURN
H
28 5727"
282.00'
142.52'
72.82'
RT. CURB
1
28 5727"
300.00'
151.62'
77.47'
CENTERLINE
1
05 54'44"
940.00'
95.68'
48.54'
CROWNLINE
K
1120'42"
318.00'
62.97'
31.59'
LT. CURB
L
19'19'35"
112.00'
37.78'
19.07'
LT. CURB
M
21656'19"
38.00'
143.88'
--
CUL-DE-SAC
N
N29 28'2"W
-
20.00'
-
OFFSET CIL
0
N0030'35"W
-
18.00'
-
OFFSET C L
P
N87 3850"W
-
40.05'
-
CROWNLINE
FROM
i
5•
2
8.48' RT FROM MOC
D ST. LIGHT TYPE PER
STREET LIGHT PLAN
y� 19+99.74 (18' RT)
RADIAL POINT
67
CURVE/LINE DATA TABLE
Q
DELTA/BRNG
RADIUS
LENGTH
TANGENT
REMARK
Q
N65 04'54"W
--
50.00'
--
RT. CURB
R
N54'10'03"E
- -
50.00'
--
RT. CURB
S
N8231'42"W
---
50.00'
--
LT. CURB
T
10-06'36"
112.00'
19.76'
9.91'
RT. CURB
CONSTRUCTION NOTES:
O1 CONSTRUCT 4" MIN A.C. OVER 95% COMPACTED NATIVE SOIL
O2 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 2
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 TOC
BRING THEM INTO CONFORMANCE WITH CONDITIONS AND
STANDARDS IN EFFECT.
Q�pVESSIpN
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s� C I �� ���
'lF aF I``�E��
PLANNING ■ DESIGN ■ CONSTRUCTION
3536 CONCOURSI SUITE 220
ONTARIO, CALIFORNIA 91764-5592
909.581.0196 ■ FAX 909.581.0192 ■ www.RBF.com
D N S U LT 1 N G
PREPA E UN T U �S OF:
DATE: -I-Z�
CITY OF FONTANA, CALIFORNIA
STREET IMPROVEMENT PLANS
DRAWN BY:
M.E.
TRACT 16495
! HACK Y LANE
SCALE:
1 " = 40'
JOB NUMBER
15-100634
DESIGNED BY:
R.G
APP
"� o�
DRAWING N0.
3523
8
g
CHECKED BY: ^
Q�
/$fir R.J.B.
MA HEW C. HICKS RCE NO. 63494 EXP. 09-30-06
1
RECORD DWG.
03/08
MCH
RICARDO SANDOVAL R.C.E. 51152 DATE:
Q
9