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.- ` I DENT I CAL 84.
0 0 _j - � `'�; < F... � � .. POINTS ?
PROPOSED FINISHED SURFACE AT C fL 0 J in c� "Q �� ,". C5 6 NATURAL GROUND AT 30' LEFT
0 �
1370
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10+00
PROFILE SCALE
VERT:
1 i n
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= 40
ft
PROPOSEDTOP-QF-CURB AT 18' RIGHT v m
�,
�• r
in
r' ..� "'
911.NATURAL GROUND AT 30' RIGHT
1.60%
PROPOSED TOP -OF -CURB AT 20' RIGHT
11+00 12+00 13+00 14+00 15+00 10+00 11+00 12+00
97
98
99
100 101
1
10,E
4" A. C. OVER 12" OF 95% COMPACTED
NAT I VE SO I L. ( SEE GEN. NOTES NO. 6 & 7
)
30-
CONSTRUCT
7
J
7
w
CONSTRUCT
CROSS GUTTER PER CITY FOF FONTANA
z
1�
o
25. 00'
.o
PROPOSED 8" SEWER MAIN
STD. NO. 104A.
54. 98'
�
I00
N
7
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W Z I 2
CONSTRUCT
54 a
OF FONTANA STD. N0. 102 (W=16') .
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L.L
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o
STA. 10+00. 00 C/L
IRONRIDGE CT.
PAINT 12"
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�BCR
STA. 13+09.94 CA
BLUFFV I EW ST.
i
M
6' Q0
STA. 12+66.
m
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66. 08 T 65. 41 FL
IC
1500'
I
^ 1$
53:
IF
53 0
66.
11
FS
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34
65.
57 FL
IF
I �
52 a
PROPOSEDTOP-QF-CURB AT 18' RIGHT v m
�,
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in
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911.NATURAL GROUND AT 30' RIGHT
1.60%
PROPOSED TOP -OF -CURB AT 20' RIGHT
11+00 12+00 13+00 14+00 15+00 10+00 11+00 12+00
97
98
99
100 101
1
10,E
4" A. C. OVER 12" OF 95% COMPACTED
NAT I VE SO I L. ( SEE GEN. NOTES NO. 6 & 7
)
30-
CONSTRUCT
7
J
7
7
CONSTRUCT
CROSS GUTTER PER CITY FOF FONTANA
z
1�
o
25. 00'
CONSTRUCT
PROPOSED 8" SEWER MAIN
STD. NO. 104A.
54. 98'
+
o
+
N
7
-----
----
W Z I 2
CONSTRUCT
P. C. C. DRIVEWAY APPROACH PER CITY
OF FONTANA STD. N0. 102 (W=16') .
�-
L.!
19
INSTALL STOP SIGN (R-1) .
�' ¢ a of
STA. 10+00. 00 C/L
IRONRIDGE CT.
PAINT 12"
+' U N
V) to
�BCR
STA. 13+09.94 CA
BLUFFV I EW ST.
of
M
6' Q0
STA. 12+66.
CROSS GUTTER PER CITY OF FONTANA
STD. NO. 105, MODIFIED WIDTH = 8',
u
,q
66. 08 T 65. 41 FL
1500'
I
^ 1$
53:
60.00'
60. 0'
60.00' 32. 14'
5'
34
74.00 TC
73 33 FL
30' 1 -*-30
18' 18'
(
SEE SHEET NO. 4
BENCH MARK:
CITY OF FONTANA BENCHMARK
NO, 378, CIRCUIT NO. 67-5,
30D NAIL IN POWER POLE (NO
NUMBER), SOUTHWEST CORNER OF
BEECH & FOOTHILL BLVD., DATE
SEPTEMBER 1967,
ELEVATION 1267. 84'
5' 3
-. .-. 1 •---i .-.... .-._ - .-i -- . .-.- � -..�.-.moi
^� 5 11 3 - FN 00' 01' 50" E 1 13 9 7
J oa
74. 01 TC
73. 34 FL.
54, 00' 61. 76' 61; 76' 61.,76' 25.86' J
STA. 13+52.94 BCRI 6 I I U `L
66.60 TC 65.93 FL z ev• oo.
103
7
STA. 13+68. 14
;y C/L IRONRIDGE CT.
Ah/
10 4
N 00' 52' 48" E (R
00 -
0
w � +. a I 42.I 80 �o
w a I + u ,
d' p (Y M z
a t6 7 � 7 7 o I Q ?'J
+ c 7v~i 7 I~ 7
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¢� 00 105
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CIVIL ENGINEERING CONSULTANTS
ENGINEERING - PLANNING - SURVEYING - CIVILCADD SOFTWARE SUPPORT
680 S. WATERMAN AVE. SAN BERNARDINO, CA. 92408 - (909) 885-3800
CONSTRUCTION
NOTES:
1
CONSTRUCT
4" A. C. OVER 12" OF 95% COMPACTED
NAT I VE SO I L. ( SEE GEN. NOTES NO. 6 & 7
)
30-
CONSTRUCT
8" CURB AND GUTTER PER CITY OF FONTANA
STD. NO. 101.
LENGTH
4
CONSTRUCT
CROSS GUTTER PER CITY FOF FONTANA
STD. NO. 105.
39. 27'
25. 00'
CONSTRUCT
HANDICAP RAMP PER CITY OF FONTANA
STD. NO. 104A.
54. 98'
0/
6
CONSTRUCT
4" THICK P. C. C. SIDEWALK PER CITY
OF FONTANA STD. NO. 105A.
-----
----
W Z I 2
CONSTRUCT
P. C. C. DRIVEWAY APPROACH PER CITY
OF FONTANA STD. N0. 102 (W=16') .
�-
L.!
19
INSTALL STOP SIGN (R-1) .
20
PAINT 12"
WIDE WHITE STOP BAR.
z
o
21
0_
PAINT "STOP" LEGEND.
23
CONSTRUCT
CROSS GUTTER PER CITY OF FONTANA
STD. NO. 105, MODIFIED WIDTH = 8',
u
WITH #4 BAR REINFORCING 12" O.C. BOTH DIRECTIONS IN CROSS GUTTER ONLY.
CURVE
DATA:
CURVE
0
ARC
TANGENT
NUMBER
DELTA
RADIUS
LENGTH
LENGTH
1
90' 00' 00"
25. 00'
39. 27'
25. 00'
2�-
90' 00' 00"
35. 00'
54. 98'
35. 00'
6 253° 44' 24"
38. 00'
168.29'
-----
----
W Z I 2
36'52'12"
36'52'12"
62. 00'
39. 90'
20, 67'
(&fN=10RW00J. K1N�LLJ
(�/�+�,
No. C�Q/14
xp.O
CIVIL
�T�O CAIS
!B, 200f _.
DESIGNED BY
REVISIONS Engineer CIty L L Yv
Approval Dote: Approval Dote: ��'.� ` L YOU
DRAWN BY YOU
NJK
CHECKED BY
BRH xp-
SCALE
LONN _ 3216
J09 No. -
965023
DATE
JUNE 97
C)
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SEE SHEET NO. 11
0
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=
a
< w
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00
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W Z I 2
53. 87 FL
120
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53. 55 FL
I
53.24 FL•
(
2
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20'
i
SEE SHEET NO. 11
O FESSIpH�{
� F
LONNY L. �G'r
YOUNG
ftl"Lu
No. C-043216 �10
DATE Exp, 3/31/00
CIVIL
1
�9rF
OF CA L iF��� P
SEE SHEET NO. 8
73
PI
LL 0 LN
S I LVEE
CLIPTON ST.
CITY OF FONTANA, CALIFORNIA
STREET PLAN -TRACT 14293 SC'LE:_ 40'
IRONRIDGE COURT & CLIPTON STREET DATE:
APPROVED: G✓. Gc% Z�/.✓�/9> DRW. N0. JUNE 1997
,er,-, CITY ENGINEER RCE 25126 DATE 2504 SH. 9 OF 13