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RECORD DOCUMENT
SEE SHT 2 29 'These Record Documents have been prepared
SAN SEVAINE ROAD 28
30 30
12 based on information provided by others. The REGAL PARK DRIVE
34 68 34 11 _ ROYAL CREST PLACE 28 "' GABELS CREST PLACE 28 LUCERO DRIVE Design Professional has not verified the accuracy SEE SHT 8
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PLANS PREPARED FOR REVISIONS Engineer
N.p. ApprQval Date:
141 -0
Underground Service Alert SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS THE STRATHAM GROUP
NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF
FORE r� Cat TOLL FREE APPROVAL SHOWN HEREON AND CARRIED FORTH IN A 2201 DUPONT DRIVE
DILIGENT MANNER THE CITY ENGINEER MAY REQUIRE SUITE 300
REVISIONS TO THE PLANS TO BRING THEM INTO
1- CONFORMANCE WITH CONDITIONS AND STANDARDS IRVINE, CALIFORNIA 92612
227_2600 IN EFFECT. (949)833-1554 FAX (949) 833-7853
TWO WORKING DAYS BEFORE YOU DIG
CURVE DATA
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24.88'
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30.00'
rn
47.09'
W
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02°40'58"
9
10
mN 11
12
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40.41 '
26.17'
K
520.00'
02'58' 13"
U
N
13.48'
Q
25.00'
C+0 J W
39.30'
00
L
28
02'58' 13"
0
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12.96'
E
25.00'
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39.24'
30
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23.41'
11.71'
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62.00 '
26'37 38
28.$1 '
CURVE DATA
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Date: BENCHMARK
CALTRANS BENCHMARK NO. 8-17
BRASS CAP IN CONCRETE S.C.E. TOWER LEG.
343' N/0 HIGHLAND AVE., 0.2 MI. W/O SAN
SEVAINE RD., IN SOUTH CONCRETE BASE OF
S.C.E. TOWER 19.5; 2.65 Mi. W. ALONG
HIGHLAND AVE. FROM SIERRA AVE.
ELEVATION 1428.6090
Prepared By:
ALLARD ENGINEERING
Civil Engineering - Land Surveying - Land Planning
8253 Sierra Avenue
Fontana, California 92335
909) 356-18 5 Fax (909) 356-1795
I 14.62
David S. Hammer, A.C.E. 43976 Date
(expires 6/30/2005)
FESS
1;�P�� S HqM�� c
ti
w No, 43976 M
* Exp, 6/30/05
\�9T CIVIL ��SP
FOF CALIFO/
40
GRAPHIC SCALE
20 40 80
( IN FEET )
1 inch = 40 ft.
CITY OF FONTANA, CALIFORMA
STREET IMPROVEMENT PLANS
DrawScale:
DEA/WF TRACT NO. 16009
1 "=40"
Designed By: BEARTREE STE ET Date:
JF/JR APRIL 2002
Checked By Approved: !� Dwg. No. 4
WG -7 DSH/D CITY ENGINEER . R.C.E. 51 152 2989 9
Filename: M: DWG 12903 1 0 ETS 16009-ST-4.dwg
I
R
A
L
T
0
R
A
L
T
A
30.00'
90'03'48"
47.16'
30.03'
1
480.00'
02'58' 13"
24.88'
12.44'
B
30.00'
89'56' 12"
47.09'
29.97'
J
520.00'
02°40'58"
24.35'
12.18'
C
25.00'
92'37' 10"
40.41 '
26.17'
K
520.00'
02'58' 13"
26.96'
13.48'
D
25.00'
90°03'48"
39.30'
25.03'
L
500.00'
02'58' 13"
25.92'
12.96'
E
25.00'
89'56'12"
39.24'
24.97'
M
500.00'
02'40'58"
23.41'
11.71'
F
62.00 '
26'37 38
28.$1 '
14.67'
N
45.00'
89'56'12»
70.64'
44.95'
G
60.00'
143° 19'06"
150.08'
180.99'
H
62.00'
26'37'40"
28.81'
14.67'
Date: BENCHMARK
CALTRANS BENCHMARK NO. 8-17
BRASS CAP IN CONCRETE S.C.E. TOWER LEG.
343' N/0 HIGHLAND AVE., 0.2 MI. W/O SAN
SEVAINE RD., IN SOUTH CONCRETE BASE OF
S.C.E. TOWER 19.5; 2.65 Mi. W. ALONG
HIGHLAND AVE. FROM SIERRA AVE.
ELEVATION 1428.6090
Prepared By:
ALLARD ENGINEERING
Civil Engineering - Land Surveying - Land Planning
8253 Sierra Avenue
Fontana, California 92335
909) 356-18 5 Fax (909) 356-1795
I 14.62
David S. Hammer, A.C.E. 43976 Date
(expires 6/30/2005)
FESS
1;�P�� S HqM�� c
ti
w No, 43976 M
* Exp, 6/30/05
\�9T CIVIL ��SP
FOF CALIFO/
40
GRAPHIC SCALE
20 40 80
( IN FEET )
1 inch = 40 ft.
CITY OF FONTANA, CALIFORMA
STREET IMPROVEMENT PLANS
DrawScale:
DEA/WF TRACT NO. 16009
1 "=40"
Designed By: BEARTREE STE ET Date:
JF/JR APRIL 2002
Checked By Approved: !� Dwg. No. 4
WG -7 DSH/D CITY ENGINEER . R.C.E. 51 152 2989 9
Filename: M: DWG 12903 1 0 ETS 16009-ST-4.dwg
I