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SECTION ONE - A and ONE - B
PT. OF NORTHWEST 1/4, OF SECTION 22, TOWNSHIP 18 NORTH, RANGE 3 EAST
CLAY TOWNSHIP, HAMILTON COUNTY, INDIANA
NW CORNERS 1/2. / N WSW E - 17.82' NORTH S 1/2. SW 1/4, NW 1/4 , SEC 9- T17N -R3E
SW 1/4, NW 1/4 T 8 89r40'0T E - 88.76'
SEC 9- T17N -R3E
POINT OF BEGINNING
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73.1
7.5 N OPEN SPACE COMMON AREA 'DT 35 D-E- SECTION 1 - B
8 25,201 sq. ft. 721.04'
_ 136.49 172.7 S 88'51'34 W
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35,540 sq n
46,378 sq ft.
51,471 sq ft.
120.00
f
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5548
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27.85
54.77
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18040
21'02'21'
33,42
65.73
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° 10085, 2✓f"b.0�"E- -
u N 7940'. W L4 172.77' L6
l0 77,050 ft.
S 8851'18' W O6 \ s9
m _ 463.17' y°'Q \ 372
S a8'S1'18"
T�EE.'3DALE GRCLE L5 175.00' L7
a N �� 3 E S - S 88'51'18" W
L3 5 .3D.U.k `a= of Z5' D.U.& &E
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36,907 sq ft. 47,107 sq ft. \
D i 2389 2383 I i 44,369 sq n \
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LE EW
- - - - - EASEMENT
SETBACK LINE
CENTERLINE
SUBDMSION BOUNDARY
- - ADJOINER PROPERTY LINE
• OPPER
THE COVENANTS AND RESTRICTIONS
WHICH ARE REFERENCED TO THIS PLAT
AREA RECORDED IN INSTRUMENT No.200000044332
RECORDED ON 9 -06 -2000
SECTION 1 - B
COMMON AREA 'A'
DRAINAGE AND UTILITY EASEMENT
6214 Aa2
;9
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14 O
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R A
RETENTION POND ILrn
POOL REV. - 856.5'
115,615 sq ft. I z
3 � $
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F2-3-66-1
�y SECTION 1 - A / J /
-,ASA
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VARIABLE U. E �% SELGW _
124.81' 81.08' y - - /' 25 D. & U.E SE CORNER, SW 1/4, NW 1/4
_ i SEC 9- T17N -R3E
S_ '51'16 W
- S 88'51'16" W
f�- 261�.2�0 � --r- LI � ,. 25' D. & u.E O
& L E COMMON AREA/ - - - - - - _
N 8851'16 /! 1.85' � R
// 1G
/ I / RELOCATED 60' GAS PIPELINE EASEMENT PER
/ PER M.B. 31. PC. 121 AND Y.B. 31, PG 278 -280
PRECISE LOCATION AND WIDTH OF EASEMENT I
AS CURRENTLY DEFINED.
SECTION 1 - B m +
`"
P IV x
S 8934'37 W S 8934'37 W 114,809 aq n I
CURVE TABLE
LINE
I % o
RADIUS
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ANGEN
SECTION 1- A 1-1
L2
1 2377
280.00
35'35'50'
90.79
172.73
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46.99
2540
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3421
40,37
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230.00
'4755'
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211.69
1$ n s, '^
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120.00
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19.44
f
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5548
15040
AA Ae 57 E p
27.85
54.77
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18040
21'02'21'
33,42
65.73
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22040
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37.417 89 $
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144.75
175.
92.18'3
IS
2365 m
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s 88'51'16 w- 411.93'
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SECTION 1 - B
35' D's"'
OPEN SPACE COMMON AREA 'D3'
s °
70.01'
o S 88'51'16- W- 426.4 '
0
19,039 sq. ft.
w
r I m
S W51'16'
W - 496.50' NOT INCLUDED
KENNETH & HELEN STEPHENS
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it
n
NORTH UNE, SIN 1/4
BOOK 170. PG. 46
SEC 9- T17N -R3E
17
NOTES:
1. DISTANCES AT TERMINATION OF
UTILITY EASEMENTS
s�
ARE PERPENDICULAR TO EDGES
2. SEE PAGE 2 FOR LEGAL DESCRIPTIONS, DEDICATIONS,
AND SIGNATURE BLOCKS.
,
112.82'
cJ 6�
LE EW
- - - - - EASEMENT
SETBACK LINE
CENTERLINE
SUBDMSION BOUNDARY
- - ADJOINER PROPERTY LINE
• OPPER
THE COVENANTS AND RESTRICTIONS
WHICH ARE REFERENCED TO THIS PLAT
AREA RECORDED IN INSTRUMENT No.200000044332
RECORDED ON 9 -06 -2000
SECTION 1 - B
COMMON AREA 'A'
DRAINAGE AND UTILITY EASEMENT
6214 Aa2
;9
� 1
14 O
9 Is
R A
RETENTION POND ILrn
POOL REV. - 856.5'
115,615 sq ft. I z
3 � $
mry �
F2-3-66-1
�y SECTION 1 - A / J /
-,ASA
i
o. ' 4293 /
> / J a0 i
VARIABLE U. E �% SELGW _
124.81' 81.08' y - - /' 25 D. & U.E SE CORNER, SW 1/4, NW 1/4
_ i SEC 9- T17N -R3E
S_ '51'16 W
- S 88'51'16" W
f�- 261�.2�0 � --r- LI � ,. 25' D. & u.E O
& L E COMMON AREA/ - - - - - - _
N 8851'16 /! 1.85' � R
// 1G
/ I / RELOCATED 60' GAS PIPELINE EASEMENT PER
/ PER M.B. 31. PC. 121 AND Y.B. 31, PG 278 -280
PRECISE LOCATION AND WIDTH OF EASEMENT I
AS CURRENTLY DEFINED.
SECTION 1 - B m +
`"
P IV x
S 8934'37 W S 8934'37 W 114,809 aq n I
CURVE TABLE
LINE
LENGTH
RADIUS
DELTA
ANGEN
CHORD
L2
175.59
280.00
35'35'50'
90.79
172.73
L4
3959
2540
90.43'21'
25.32
3558
L6
46.99
2540
07.40'58'
3421
40,37
RCURVE
552
120.00
02'38'02'
2,76
552
219.98
230.00
'4755'
U922
211.69
3855
120.00
18.24'19'
19.44
38.38
5548
15040
21.02'21'
27.85
54.77
6610
18040
21'02'21'
33,42
65.73
57.64
22040
15.00'40'
28.99
57.47
LINE TABLE
LINE
I LENGTH
HEARING
LI
6995
s0o'25.23'E
L2
2884
S88'51'18'V
L3
3014
S86'S1'18'W
L4
1246
N88'51'18'E
L5
14.80
NBB'51'18'E
L6
3040
NBB'5118'E
L7
27.77
Ne8.511
Le
30.33
S00.2523'E
CENTERLINE MONUMENTATION (C WELD)
• SUBDIVISION CORNER MONUMENT
A SECTION CORNER
U.E. UTILITY EASEMENT PLAT
S.E. SANITARY EASEMENT SEMNDA ��/ P i, A
LE. LANDSCAPE EASEMENT
R/W RIGHT -OF -WAY
D.E. DRAINAGE EASEMENT
GRAPHIC SCALE CERTIFIED THIS _ DAY OF
e m 10D m goo KEELER -WEBB ASSOCIATES
( IN FM)
1 Inch - 100 rL
This plat is based in part by surveys prepared by Weihe Engineers, dated June 8, 1995 and April 3, 1996. A.L. DeHART, L.S.
This instrument prepared for Lucky, LLC 9919 Towne Rood, Carmel, Indiana 46032 (317) 872 -4277 REGISTRATION No. 29500025
This instrument prepared by Keeler Webb & Associates, Adam L. DeHart, L.S. 486 Gradle Drive Carmel, Indiana 46032 (317) 574 -0140 STATE OF INDIANA
2360
SECTION 1 - A ( $ N
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RETENTION POND o
POOL a".. - 856.0' F Ic
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COMMON AREA 'B'
DRAINAGE AND UTILITY EASEMENT
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40' D.U.Ad.E SECTION 1 - B
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220.83' 198.59'
S 885116" W - 419,42'
2000.
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