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15+81.40 WESTFORK LANE C/L INT>
=19+88.50 THORNBERRY WAY C/L
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TC W=16
19
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CURVE/LINE DATA
SEAL -ENGINEER
QRDFESS/p
,`���,�Q`�S D C�,�� l <ti
�' tis _
cD ,
W
w NO. C041983 m
EXP. 3/31 /06
�lglF OF CA f
CONSTRUCTION NOTES
1A CONSTRUCT 4" MIN. A.C. PAVEMENT OVER 12" MIN. OF 95% COMPACTED
NATIVE SUBGRADE PER STD. PLAN NO. 1000
(SEE NOTES 31 & 32; & TYPICAL SECTION)
0 CONSTRUCT 6" CURB AND GUTTER PER STD. PLAN NO. 1003
4O CONSTRUCT SIDEWALK (WIDTH AS SHOWN ON TYPICAL SECTION) .
PER STD. PLAN NO. 1015
5O CONSTRUCT STANDARD CURB RETURN ACCESS RAMP
PER STD. PLAN NO. 1006.
O6 CONSTRUCT CROSS GUTTER PER STD. DETAIL 104 (MODIFIED W=8')
O CONSTRUCT 6"-8" CURB & GUTTER TRANSITION
PER STD. PLAN NO. 1003.
( CONSTRUCT STREET LIGHT (5800 LUMEN HPSV; 70 WATT; #7; 25FT)
PER STD. PLAN NO. 1016
( CONSTRUCT RESIDENTIAL DRIVEWAY WITH PARKWAY SIDEWALKS
PER STD. PLAN NO. 1005
10 INSTALL STREET NAME SIGN PER STD. DETAIL 139
11 INSTALL STREET NAME SIGN WITH STOP SIGN (R 1-1) BELOW
PER STD. DETAIL 139
12 INSTALL STOP SIGN (R 1-1) PER STD. DETAIL 139.
15 ADJUST MANHOLE RIM AND COVER TO GRADE
16 ADJUST VALVE CAN, LID AND COVER TO GRADE
E N G I N E E RI N G
937 SOUTH VIA LATA
SUITE 500
COLTON, CA 92324
PH. 909 783-0101 FAX 909 783-0108
DELTAISEARNG
RADIUS
LENIDIST.
TANOEP(r
A
N6 7 32'41 "E
-
14 7.84'
-
B
N67'32'41 "E
-
252.78'
-
C
N67'32'41 "E
-
205.70'
-
D
87 24'44"
30.00'
45.77'
28.67'
E
92 35'16"
25.00'
40.40'
26.16'
F
92 35'16"
30.00'
48.48'
31.39'
G
87 24'44"
25.00'
38.14'
23.90'
H
N67'32'41 "E
-
147.74'
-
I
N67'32'41 "E
-
93.42'
-
J
N67 32'41 "E
-
104.72'
-
K
06 57'44"
395.00'
48.00'
24.03'
L
08'12'51 "
375.00'
53.76'
26.93'
M
08'12'51 "
355.00'
50.89'
25.49'
N
08 50'42"
112.00'
17.29'
8.66'
0
N 75 45'32 "E
-
39.48'
-
P
N6539'43"E
-
42.36'
-
Q
N75 45'32"E
-
88.84'
-
R
8147'09"
57.00'
81.36'
49.36'
S
8147'09"
37.00'
52.81'
32.04'
T
10153'00"
62.00'
110.25'
76.40'
U
N12 27'17"W
-
42.36'
-
V
10 00'02"
112.00'
19.55'
9.80'
N22 27'19"W
-
49.36'
-
SEAL -ENGINEER
QRDFESS/p
,`���,�Q`�S D C�,�� l <ti
�' tis _
cD ,
W
w NO. C041983 m
EXP. 3/31 /06
�lglF OF CA f
CONSTRUCTION NOTES
1A CONSTRUCT 4" MIN. A.C. PAVEMENT OVER 12" MIN. OF 95% COMPACTED
NATIVE SUBGRADE PER STD. PLAN NO. 1000
(SEE NOTES 31 & 32; & TYPICAL SECTION)
0 CONSTRUCT 6" CURB AND GUTTER PER STD. PLAN NO. 1003
4O CONSTRUCT SIDEWALK (WIDTH AS SHOWN ON TYPICAL SECTION) .
PER STD. PLAN NO. 1015
5O CONSTRUCT STANDARD CURB RETURN ACCESS RAMP
PER STD. PLAN NO. 1006.
O6 CONSTRUCT CROSS GUTTER PER STD. DETAIL 104 (MODIFIED W=8')
O CONSTRUCT 6"-8" CURB & GUTTER TRANSITION
PER STD. PLAN NO. 1003.
( CONSTRUCT STREET LIGHT (5800 LUMEN HPSV; 70 WATT; #7; 25FT)
PER STD. PLAN NO. 1016
( CONSTRUCT RESIDENTIAL DRIVEWAY WITH PARKWAY SIDEWALKS
PER STD. PLAN NO. 1005
10 INSTALL STREET NAME SIGN PER STD. DETAIL 139
11 INSTALL STREET NAME SIGN WITH STOP SIGN (R 1-1) BELOW
PER STD. DETAIL 139
12 INSTALL STOP SIGN (R 1-1) PER STD. DETAIL 139.
15 ADJUST MANHOLE RIM AND COVER TO GRADE
16 ADJUST VALVE CAN, LID AND COVER TO GRADE
E N G I N E E RI N G
937 SOUTH VIA LATA
SUITE 500
COLTON, CA 92324
PH. 909 783-0101 FAX 909 783-0108
CITY OF FONTANA, CALIFORNIA
COYOTE CANYON TRACT 16290-2
DRAWN BY-
OS
P ANaS
L�
WA
SCALE:
AS SHOWN ABOVE
DESIGNED BY:
LB
DATE:
OCT. 2005
PREPARED BY: C CUMMINS R.C.E. NO. 41983
EXP. DATE: 3 /0
��' ?./�•d(/
CHECKED BY:
p�� SBC/,IGS .l -M.
I`R
D B . ��
DRAWING NO.:
3855
7
10
CI ENGINEER R.C.E. 51152 DATE: