HomeMy WebLinkAbout5035-6I
IA iid n 1
CURVE/LINE
TABLE
1
DELTA/BEARING
RADIUS
LENGTH
TANGENT
1
RT
E
14.58'
--
2
N89 -49900"E
--
14.58'
--
3
180'00'00"
2.00'
G
GIGO
DN
180'00'00"
2.00'
6.28'
--
5
N89'48'54'E
--
137.23'
--
6
9'28'41"
364.38'
-�-
30.21'
7
9'28'41"
364.38'
60.28'
30.21'
8
N89'48'54'E
--
787.38'
--
9
N89'48'540E
--
619.78'
--
10
9'28'41"
364.38'
60.28'
30.21'
11
4'41'52"
364.38'
1 29.87'
14.95'
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PROFILE
HORZ:
VERT:
SCALE
40'
4'
1" =
1"=
60+0
TGT
i
I
57+00
—
58+00
STA. 57+16.41
FOOTHILL BLVD. BENNETT
59+00
AVE.
-
54+00
55+00
56+00
BLVD. CYPRESS
51+00
AVE.
TGT. N0. 3
STA. 50+68.31
FOOTHILL
52+00
BLVD.
JUNIPER
53+00
AVE.
SURVEY
CONTROL TABLE.
50+00
TGT.
STA.
FOOTHILL
FD. N
FI .
N0. 2
37+49.05
No.
NORTHING EASTING
BEARING
DISTANCE
NOTHING FD.
2
5151.59 5053.41
N89'49'00'E
1319.26
& T
= 1 X11-81'
FD. NAIL &WASHER
ELEV.= 1315.85
3
5155.81 6372.67
N89'48'54"E
1321.00
4
5160.08 7693.65
I
IA iid n 1
CURVE/LINE
TABLE
Q#
DELTA/BEARING
RADIUS
LENGTH
TANGENT
1
N89'49'00'E
--
14.58'
--
2
N89 -49900"E
--
14.58'
--
3
180'00'00"
2.00'
6.28'
--
4
180'00'00"
2.00'
6.28'
--
5
N89'48'54'E
--
137.23'
--
6
9'28'41"
364.38'
60.28'
30.21'
7
9'28'41"
364.38'
60.28'
30.21'
8
N89'48'54'E
--
787.38'
--
9
N89'48'540E
--
619.78'
--
10
9'28'41"
364.38'
60.28'
30.21'
11
4'41'52"
364.38'
1 29.87'
14.95'