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DELTA/BEARING
DELTA/BEARING
RADIUS
LEN./DIST.
TANGENT
1
N
00° 16'58"W
JOB # 01-017
23.00
00° 1644W
2
26.71
90000'00"
35.00
54.98
35.00
3
N
00° 16'58"W
89°43' 16"W
20.00
.53
4
3
90000'00"
12.00
18.85
12.00
5
N
89°43'02"E
.18
22.63
6
N
89°43'02"E
29.53
15.83
89°14'14W
7
N
00° 16'58"W
cr�
14.02
4.00
8
4.07
180000'00 11
3.50
11.00
15.96
9
N
89-43'02'$E
7.00
N
000 17'58"W
31.42
16.00
1
30.00
90400'00"
3.00
4.71
3.00
N
89041'35"E
4 N
20.02
15.50
N
00° 17'58"W
00° 16'44"W
15.50
14.00
N
180000'00"
3.50
11.00
N
89043'1 6"E
29"06'1,3"
30.00
15.24
7.79
75° 11'47 "
21.00
90"28'18"
20.00
31.58
20.17
5.14
16°58'46"
30.00
8.89
4.48
6.56
3.85
89°43'33"
15.00
23.49
14.93
19
N
00° 16'44"W
2.00
2.96
°
N
N
00° 16'44"W
2.18
1.05
5 N
89°43'02"E
90400'00"
3.00
4.71
3.00
N
89043'1 6"W
16.00
N
89°43' 16"W
3.97
N
89043'1 6"W
15.50
N
89°43' 16"W
14.00
N
000 16'44"W
7.00
DELTA/BEARING
RADIUS
LEN. DIST.
TANGENT
N
00°16'44"W
DATE
1/14/02
16.25
JOB # 01-017
N
00° 1644W
26.71
00
90000'00"
30.00
47.12
30.00
N
89°43' 16"W
.53
3
90000'00"
5.50
8.64
5.50
N
89°49'09"W
.18
91 °02'30"
29.00
46.08
29.53
N
89°14'14W
.15
cr�
91 °02'30"
4.00
6.36
4.07
o
03°29'06
30.00
15.96
8.17
N
000 1644"W
4.73
90400'00"
20.00
31.42
20.00
32°54'45"
30.00
17.23
8.86
N
00° 16'44"W
16.00
4 N
00° 16'44"W
15.50
N
00° 16'44"W
14.00
N
89043'1 6"E
7.00
N
89043'1 6"E
20.02
75° 11'47 "
21.00
27.56
16.17
N
14°31'29"E
5.14
75° 1 1'47"
5.00
6.56
3.85
N
14031'29"E
1.11
89°59'46"
2.00
3.14
2.00
N
00° 16'44"W
2.18
5 N
89°43'02"E
2.81
N
89°43'02"E
18.98
DELTA BEARING RADIUS LEN./DIST. TANCNT
N 89°43' 16"E 3.95
N 89"43 16 "E 16.75
89026'32" 2.00 3.14 2.00
TOLL FREE -800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
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.
GG
26
.......................................................................
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BENCH MARK'. No. 615 BASIS OF BEARINGS
RAILROAD SPIKE AT INTERSECTION THE BEARING OF N89.30'06"E ALONG
OF CITRUS AVE. AND LOS CECROS THE No. LINE OF SEC. 30, T.1 N.,R.5W.,
AVE., IN POWER POLE NO. 9011 E S.B.M. PER R.S. 58/5, WAS USED AS LAKES
ON THE EAST SIDE OF CITRUS AVE. THE BASIS OF BEARINGS FOR THIS
PLAN. SIERR /�1�. SPECIFIC PLAN
ELEVATION: 1467.59
Prepared Under The Supervision Of
pRFE/ON PREPARED IN THE OFFICE OF
" MADOLE AND ASSOCIATES, INC.
10601 CHURCH STREET, STE.107 DRAWN BY -
RANCHO No. 62183 ren RANCHO CUCA CA 91730 l�i.A. S.C.
X PHONE (90909) 948 1311
Exp. 9-30-05 DESIGNED BY:
C/ V 1\� o���Q � S.C.L.,E. F
FoFCA11- �-- Uate . C -CHECKED F(n*
R.C.E. 621W EXP. 9 -3o -
CITY OF FONTANA. CALIFORNIA
ROUGH GRADING PLAN
SOCCER PARK SCALE:
AS SHO11IWr
HORIZONTAL CONTROL DATE:
LAN 1/14/02
BY: DRAWING NO.: 4
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San
% I T IE % C A P E S
Landscape Architecture
and Planning
19762 MacArthur Blvd., Ste. 130
Irvine, CA. 92612
Richard Polhamus, License CA -#2782
(949) 644-9370 (949) 476-1432 FAX
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JOB # 01-017
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