HomeMy WebLinkAbout2588-8\ A
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PORTION OF 248.09' VC
PORT16N
OF 248.09' VC
-
-
PORTIQN
PORTION OF 100' VC
100' VC
A
OF 100 VC
200.00'
20.71'•
PIr1771.80
PI=1767.87
PI=1767.90
16+00
34.68'
L'.O.C.=168
29'
\
L.O.C.=39.go,
U
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H
D
84.0400"
25.00'
36.68'
22.54'
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PORTION OF 248.09' VC
CUM DATA -
oa �
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PI=1771.07
PORTIQN
LENGTH
100' VC
A
OF 100 VC
200.00'
20.71'•
L.O.C.=3
PI=1767.87
\ {
16+00
34.68'
.90'
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W
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25.00'
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84.0400"
25.00'
36.68'
22.54'
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39.90'
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PORTION OF 248.09' VC
CUM DATA -
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-
PI=1771.07
PORTIQN
LENGTH
TANGENT
A
OF 100 VC
200.00'
20.71'•
L.O.C.=3
PI=1767.90
79'28033"
16+00
34.68'
.90'
C
\
25.00'
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H
D
84.0400"
25.00'
36.68'
22.54'
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25.00'
39.27'
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90'0000"
25.00' -
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25.00'
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36'52'12"
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39.90'
1770
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TAN R=2.40
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38.00'
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"RECORD DRAWINGS"
A
U
W
OO
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CUM DATA -
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H --
00
PI=17
DELTA
RADIUS
LENGTH
TANGENT
A
05'56'00"
200.00'
20.71'•
5
B
79'28033"
16+00
34.68'
20.78'
C
90'0000"
25.00'
s9
69
H
D
84.0400"
25.00'
36.68'
22.54'
.s
90'0000"
25.00'
39.27'
25.00'
F
90'0000"
25.00' -
39.27'
25.00'
G
90'00'00"
25.00'
39.27'
25.00'
H
36'52'12"
62.00'
39.90'
20.67'
I
253'44'23"
38.00'
168.29'
50.67'
J
2
a
39.90'
20.67
K
05'56'00"
182.00'
18.85'
9.43'
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"RECORD DRAWINGS"
A
U
W
OO
O
CUM DATA -
U
H --
00
PI=17
DELTA
RADIUS
LENGTH
TANGENT
A
05'56'00"
200.00'
20.71'•
10.36'
B
79'28033"
25.00'
34.68'
20.78'
C
90'0000"
25.00'
39.27' '
25.00'
D
84.0400"
25.00'
36.68'
22.54'
E
90'0000"
25.00'
39.27'
25.00'
F
90'0000"
25.00' -
39.27'
25.00'
G
90'00'00"
25.00'
39.27'
25.00'
H
36'52'12"
62.00'
39.90'
20.67'
I
253'44'23"
38.00'
168.29'
50.67'
J
36'52'12"
62.00'
39.90'
20.67
K
05'56'00"
182.00'
18.85'
9.43'
W
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SEE GENERAL NOTES NO.6
& 7
80' VC
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.O.C.=36.61'
END CURB
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PI=1755.42
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SEE PROFILE
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CONSTRUCTION NOTES:
6a -CONST. 25' RADIUS RAMPED CURB RETURN PER CITY OF FONTANA
1O -CONST. 4" MIN. AC OVER 12" OF 95% COMPACTED NATIVE, STD. NO. 104-A (INCLUDES HANDICAP RAMP & SIDEWALK LANDING)
WAY
11+64.93
SEE GENERAL NOTES NO.6
& 7
80' VC
8�-CONST.
.O.C.=36.61'
END CURB
A
is2.ia I 048414'00"W
CONST.
PI=1755.42
PER CITY OF FONTANA STD. 040. 101
11+61.50
W=16
SEE PROFILE
HEREON
a
r
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STREET LIGHT
a 2
3
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W �
18
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5' WIDE x 4" THICK
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28'
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FONTANA STD. NO.
105A
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TION OF 80'
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L.O.C.=39.27'
13+00 12+00 11+00 10+00 12+00 11+00 10+00
CONSTRUCTION NOTES:
6a -CONST. 25' RADIUS RAMPED CURB RETURN PER CITY OF FONTANA
1O -CONST. 4" MIN. AC OVER 12" OF 95% COMPACTED NATIVE, STD. NO. 104-A (INCLUDES HANDICAP RAMP & SIDEWALK LANDING)
15+00 _ 0489'50'00"E 14+00
X61 661FV 3 F 166 Ogg'
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10'
U ,
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r
GRAPHIC SCALE
0 20 40 so
(
IN FEET )
1 inch - 40 &
10o N
13� 00
00 00
I 0 N
LA I o
r-
22
0
MONCTON
WAY
11+64.93
SEE GENERAL NOTES NO.6
& 7
ON SHEET 1.
8�-CONST.
RESIDENTIAL DRIVEWAY PER CITY OF FONTANA STD. NO. 102,
END CURB
A
is2.ia I 048414'00"W
CONST.
Z
PER CITY OF FONTANA STD. 040. 101
11+61.50
W=16
SEE PROFILE
HEREON
a
r
4
STREET LIGHT
a 2
3
z
10
18
8
5' WIDE x 4" THICK
}
SIDEWALK ADJACENT TO CURB PER
28'
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21 W ='
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CITY OF
FONTANA STD. NO.
105A
,M2
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N If
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11+64.93
END CURB
+ V)+
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LIGHTS, NOSTALGIC POLES AND LIGHT FIXTURES, NOSTALGIC KING
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T No
izECOlzfl -_0iz4.wl-Kies
PAUy R. HUOOLESTON, J& DATE
r
GRAPHIC SCALE
0 20 40 so
(
IN FEET )
1 inch - 40 &
10o N
13� 00
00 00
I 0 N
LA I o
r-
22
0
MONCTON
WAY
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SEE GENERAL NOTES NO.6
& 7
ON SHEET 1.
8�-CONST.
RESIDENTIAL DRIVEWAY PER CITY OF FONTANA STD. NO. 102,
,53>��To
A
is2.ia I 048414'00"W
CONST.
6" PCC CURB &GUTTER
PER CITY OF FONTANA STD. 040. 101
DR. NO.
W=16
SEE PROFILE
HEREON
2 5,68
r
a 2
3
z
0 -CONST.
0
5' WIDE x 4" THICK
PCC
SIDEWALK ADJACENT TO CURB PER
INSTALL BARRICADE PER CITY OF FONTANA STD. NO. 118
o
�
21 W ='
m 20
CITY OF
FONTANA STD. NO.
105A
AND PER DETAIL ON SHEET 1.
O W
N If
.-
o
11+64.93
END CURB
+ V)+
4Q -STREET
+ O
LIGHTS, NOSTALGIC POLES AND LIGHT FIXTURES, NOSTALGIC KING
15
CONST. COMMERCIAL DRIVEWAY PER CITY OF FONTANA STD. NO. 102-A,
W=24'
17
10+18.10
STREET IMPROVEMENT PLANS
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1ST
DESIGNED BY
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11
DR. NO.
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APPROVED
cv ^ CITY ENGINEER R.C.E.
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TRACT NO. 14573-2
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