HomeMy WebLinkAbout011-76 pp estancia pg 1O
(D
(D
W
a)
O
0
O
O
ZIE
N. W. CORNER N.E. 1/4
SEC. 3 -17 -3
m
0
M
W
N
0
0
b
0
V)
1
SCALE 1 100' W
O
O
N _ 2g 80,
o -co
0 0,
O N
N. 860 41' I-A" - \
wuin Liivr- iv.vv. I /`t I`N
SEC. 3 -17 -3 wb
N0
S. LINE S.W. 1/4 uj
SEC. 3 -17 -3
ESTANCIA
STREET CURVE DATA
CURVEI
DELTA
RAD.
ARC
CHD.
TAN.
I -A
66000'00"
450.0
18.36
490.18'
292.23
1- 1
66000'00"
475.00
47.16
17.41'
308.47'
1-B
660 00 00
500-00,575.96'544.64'.324.70'
215.98'
209.33'
S. 89043' 30" E.
2 -A
490 30 00
250.00
215.98'
209.33
115.25
2- (L
490 30' 40
275.00
237.58
230.2(5
12678'
2 - B
490 30 00"
300.00
259.18'
251.20'
138.30
3
490 17' 40"
1 50-00143-02-141.70'1
105.00'
93.95'
22.94'
4
490 17' 40" 1
50-00143-02'1
38.53'
41.70'
22.94'
N. ;1,00
3�0 4 w X23
O. - -- - -
-K) m
00-7
N
S. LINE S.E. 1/4 & T, 106th STREET
z SEC. 3 -17 -3
LOT CURVE DATA
LOT
DELTA
RAD.
I ARC
CHD,
CHD- BRG.
1
520 58'09"
450.00
416.02
401.36'
N.26000 35" E.
2
1 13° 01'51"
450.00
102.34'
102.12'
N. 59000'35" E.
2
490 30 00"
250.0
215.98'
209.33'
S. 89043' 30" E.
2
490 17' 40
5000
43.02
41.70'
S. 400 19'40'* E.
2
990 10 52�
65.00
112.52'-'98.99'
S.65016' 16" E.
3
52053'18"
65.00
60.00
57.89'
N. 38041' 39' E.
4
92033'17"
65.00'
105.00'
93.95'
N.3401 39'W.
5
3305T5 2"
65.00
38.53'
37.97'
S. 82°42'47" W.
5
49017'40'
50.00
43.02'
41.70'
N.89037'20 "W.
5
39°57'02"
300.00
209.18'1204.97'
N.84057'01"W.
6
09032'58"
300.00
50.00'
49.94'
S. 70017'59"w-
6
08 037'07"
500.00
75.20'
75.13'
S. 61013'00 .
7
160 2948"
500.00
143.96'
143.46
S. 4 80 39' 35 "W.
8 1
24-17-19
500.00
211.96'
210.37'
S. 28 °16'02 W.
9
16' 35' 52"
500.00
144.84'
144.3
S. 0734-9'2 6 W.
THESE MINIMUM FLOOD PROTECTION ELEVATIONS HAVE BEEN SET
BY THE INDIANA DEPT. OF NATURAL RESOURCES FOR THE
FOLLOWING LOTS : LOT NO. 3, EL.= 831.05
LOT NO. 4, EL.= 835.64
LOT NO. 5, EL.= 837.93
LOT NO.6, EL.= 840.00
SOUTH LINE N. E. 1/4
SEC. 3 -17 -3
i nese iines ana oisrances
as shown are for computations
only. The actual property line
shall be the (I of Williams Creek.
I nc n
i