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23
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SFE o0115�57 AV. it
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,CPMTRACT I ON NOTES:
(D -CONST. " A.C. PAVEMENT ON COMPACTED NATIVE SU13GRADE /
SEE TYPICAL SECTION dv � l FOR THICKNESS eAeelV% 0/4%
CONST. 6" CURB WITH 18" GUTTER PER CITY OF FONTANA STD. DWG. 1003
@---CONST 4" THICK P.C.C. SIDEWALK. PER CITY OF FONTANA STD.
DWG. 1015 _
66 CONST. RESIDENTIAL DRIVEWAY PER CITY OF FONTANA STD. DWG. 102/1'03
6 CONST. CROSS GUTTER PER CITY OF FONTANA STD. DWG. 104
1D ---CONST. RAMPED CURB RETURN PER CITY OF FONTANA STD. DWG. 1006
g/4 INSTALL STREET NAME slew
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A'1/
/8 97ALL 6,806 L MAI AfP_4 9TipEET L/Gf1T
cogR v/CE ♦ALERT : / - 8OO- 4�2-2 - 4/33
CALL 48 #014475 PR/OR TO ANY CO/VS rR61C T'/QN l
RVJM cuts
REVISIONS
SEE SHEET NO. 5
BEEcy A vEnivE
STREET A t f
�=.
N
N
b
.DELTA
DELTA
RADIUS
LENGTH
TANGENT
30.00
95025'23"
25.00
41.54
27.49
s
12004'22"
518.00
109.15
54.78
c
05020'22"
482.00
44.92
22.48
SHEET N0.
3 OF 6
42048'39"
60.00
44.83
23.52
E
257011'47"
40.00
179.56
50.11
F
35031'26"
60.00
%37.20
19.22
0
06028'40"
518.00
58.56
29.31
H
12004'22"
482.00
101.56
50.97
z
90000'00"
25.00
39.27
25.00
12° 04',2-2
coo.00
/05.35
W-87
Q
/3° oq, 04 "
506. 00
//4.74
S7. lo¢
7
24 25'
,26
23
y�
8
22I of 00. 00 CAAMTW Sr.
=12 o 63.45 INDIGO Lr4A!e � �t 8 �►� o
116.03
�0e -ir, 100,��
112.1 a
J
20
J
SFE o0115�57 AV. it
/41/0/&0 GAME
,CPMTRACT I ON NOTES:
(D -CONST. " A.C. PAVEMENT ON COMPACTED NATIVE SU13GRADE /
SEE TYPICAL SECTION dv � l FOR THICKNESS eAeelV% 0/4%
CONST. 6" CURB WITH 18" GUTTER PER CITY OF FONTANA STD. DWG. 1003
@---CONST 4" THICK P.C.C. SIDEWALK. PER CITY OF FONTANA STD.
DWG. 1015 _
66 CONST. RESIDENTIAL DRIVEWAY PER CITY OF FONTANA STD. DWG. 102/1'03
6 CONST. CROSS GUTTER PER CITY OF FONTANA STD. DWG. 104
1D ---CONST. RAMPED CURB RETURN PER CITY OF FONTANA STD. DWG. 1006
g/4 INSTALL STREET NAME slew
/N6TA L L S'TDP s /6N �,P -/ ,IVC& (/0//141- Pr4Ld=AA=AZr "I///%- �GMV1AtFS
A'1/
/8 97ALL 6,806 L MAI AfP_4 9TipEET L/Gf1T
cogR v/CE ♦ALERT : / - 8OO- 4�2-2 - 4/33
CALL 48 #014475 PR/OR TO ANY CO/VS rR61C T'/QN l
RVJM cuts
REVISIONS
SEE SHEET NO. 5
BEEcy A vEnivE
STREET A t f
�=.
N
N
b
.DELTA
RADIUS
LENGTH
TANGENT
89 ° 28' 'Z4•
30.00
46.85,
2 9 .-T3
90000,000
35.00
54.95;
3s, om
3 q16 3b f4"
3o. 00
45.16
31.0%
.
BENCH MARK:
CITY OF FONTANA BENCH MARK
360 A NAIL IN POLE #1536704E
AT SOUTHWEST CORNER OF LIME
AVE AND BASELINE AVE.
ELEVAT I ON: 74.03
BASIS OF BEAR I NGS :
THE BEARING OF N 0022' 40" E
ALONG THE CL OF BEECH AVE.. A8
SHOWN ON TR NO 13325-2. FILED IN
BK 216. PG 13-18. INCLUSIVE OF .
MAPS. IN THE OFFICE OF THE COUNTY
RECORDER OF S . B . C .. WAS USED A9
THE BASIS OF BEARING FOR THIS MAP.
C I TY O FONTANA CAL I FORN I A
PUBLIC WORKS D
. GMMS P UPDA� 'M NBA) 5/2n/o1
DRAWN BY :
LLP P ,STREET
R E E T I MPROVEMEN
PLANS FOR
TRACT N 0 . 13929
SCALE :
. 1 "= 4 0
M
VER . = 4'
PREPARED IN THE OFFICE OF
o�oFES;I,NHOR
MADOLE AND ASSOCIATES . • INC. ' ����- M��TaN
CONSULTING CIVIL ENGINEERS �S ��o `'
AND LAND PLANNERS o
1820 E. 16th Street No. 14814
SANTA ANA, CALIFORNIA 92701 E
PHONE (714) 835-2548 Exp. >s �'�� - ,,
•
sl cw\_ �P
6115-10 9TE OF C Ak,L �
.M. MADOLE R. C. E. 14814 DATE
DESIGNED:
SCL /LLQ'
CHECKED:
�' S _ 1.
DATE :
-
f1m
JOB N0.
133-1265
APPROVED
ENGINEER R.0 25131
DWG. N0.
20 l T
SHEET N0.
3 OF 6
ENGR' g CCIITTY ATE
APPROVAL DATE APPROVAL D
OPO STREETGFL8MREEREETO"DC.A61 64 -2810.1153] PF: d3929 618 02 -Jul -90 10:08 AM / 133-1265-1