HomeMy WebLinkAboutSurvey 041221Curve
Delta
Radius
Chord Bearing
Distance
Arc Length
C1
11 006'57"
255.00
N 87057'16" E
49.40
49.47
C2
1302046"
190.00
N 89004'10" E
44.16
44.26
C3
09041 40
582.52
S 79013 03 E
98.44
98.56
C4
14002'07"
545.00
N 08048" 6" E
133.17
133.50
C5
03038'12"
1597.99
S 6401648" E
101.41
101.43
C6
21046'12"
1336.03
S 74°59'32" E
504.59
507.63
Ca I 1 S G� // � aCen�oCda�/ ���/------ 0O �\---_--� \ `
Chenal Valley I \ \ \ \
Lots 1-12 & Tracts A, B, C, D,& E, Block 7, I 1
Line
Bearing
Distance
L1
N 88'01'19" W
107.89'
L2
S 01 °07'05" W
34.63'
L3
S 88°52'55" E
145.46'
L4
S 84'15'27" E
92.34'
L5
N 05°44'33" E
2.00'
L6
S 84'15'27" E
82.77'
L7
N 15'49'18" E
46.65'
L8
S 26°46'22" E
112.22'
L9
S 66°05'54" E
67.74'
L10
S 63°02'39" E
35.25'
L11
S 72009'40" E
18.66'
L12
N 10029'33" E
30.00'
L13
S 77018'46" E
127.59'
L14
N 60032'06" E
10.99'
Lots 1-21 & Tracts F, G,& H, Block 8 &
1 \ ��� Lots 1-52 & Tracts I, J, K, L M & N, Block 9 & I _
�
art'nan I Phillip & \ Qr 50 / - - -{ j I / \ \ - ha,I-Mpa Drive
2480p I Jobeth McEelhanon \ / I 1 u I / (60' RI - _
1 53LO260124700 �/ I \ / c�,p000 I / / _ _ = ht-o f-Way)
/ I / I �-
�o
NW 1/4 SE 1/4 I / \\ �C
_ SECTION 35
Greogory Bledsole
R-14-W I
T-2-N, Sara zebulske / \ / / I NE 1/4 SE 1/4
I
LEGAL DESCRIPTION
A part of the Southeast Quarter of the Southeast Quarter of Section 35 and a part of the Southwest Quarter of the Southeast Quarter of Section 35 and a part of the Southwest Quarter of the
Southwest Quarter of Section 36, all lying in Township 2 North, Range 14 West, Pulaski County, Arkansas and being more fully described as follows: Commencing at a Found Axle, marking
the Southeast Corner of the Southeast Quarter of the Southeast Quarter of Section 35 and run thence North 01 deg. 35 min. 44 sec. East along the East line thereof for a distance of 205.18
feet to a point on the North Right -of -Way line of Kanis Road; thence North 88 deg. 01 min. 19 sec. West along said North Right -of -Way line for a distance of 107.89 feet; thence North 87 deg.
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40 min. 59 sec. West alongsaid North Right -of -Way line for a distance of 215.43 feetto the Southwest Corner of Tract 15 Independence Farms Subdivision Unit 1 also being the Point of
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Beginning of the land herein described; thence North 01 deg. 07 min. 05 sec. East along the West line of said Tract 15 for a distance of 318.90 feet; thence South 87 deg. 27 min. 22 sec.
East for a distance of 215.45 feet, to a point on the East line of said Tract 15; thence South 01 deg. 07 min. 05 sec. West along said East line of Tract 15 for a distance of 34.63 feet; thence
South 88 deg. 52 min. 55 sec. East for a distance of 145.46 feet; thence North 01 deg. 07 min. 05 sec. East for a distance of 164.92 feet; thence South 84 deg. 15 min. 27 sec. East for a
distance of 92.34 feet; thence North 05 deg. 44 min. 33 sec. East for a distance of 2.00 feet to the Point of Curvature of a non -tangent curve to the left that has a delta angle of 11 deg. 06
min. 57 sec., a radius of 255.00 feet a chord bearingand distance of North 87 deg. 57 min. 16 sec. East for 49.40 feet; thence 49.47 feet along said curve to the left to the Point of Curvature
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of a curve to the right that has a delta angle of 13 deg. 20 min. 46 sec., a radius of 190.00 feet, a chord bearing and distance of North 89 deg. 04 min. 10 sec. East for 44.16 feet; thence
44.26 feet alongsaid curve to the right; thence South 84 deg. 15 min. 27 sec. East for a distance of 82.77 feet to the Point of Curvature of a curve to the right that has a delta angle of 09 deg.
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41 min. 40 sec., a radius of 582.52 feet, a chord bearing and distance of South 79 deg. 13 min. 03 sec. East for 98.44 feet; thence 98.56 feet along said curve to the right; thence South 74
deg. 22 min. 13 sec. East for a distance of 155.55 feet to a point on the West Right -of -Way line of Rahlin Road; thence North15 deg. 49 min. 18 sec. East along said West Right -of -Way line
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for a distance of 46.65 feet to the Point of Curvature of a curve to the left that has a delta angle of 14 deg. 02 min. 07 sec., a radius of 545.00 feet, a chord bearing and distance of North 08
deg. 48 min. 16 sec. East for 133.17 feet; thence 133.50 feet along said West Right -of -Way line; thence North 83 deg. 10 min. 44 sec. West for a distance of 292.65 feet thence North 87 deg.
27 min. 22 sec. West for a distance of 386.45 feet; thence North 44 deg. 13 min. 06 sec. West for a distance of 323.44 feetto a point on the East line of the West 990 feet of the Southeast
Quarter of the Southeast Quarter of Section 35; thence North 00 deg. 46 min. 58 sec. East along said East line for a distance of 321.91 feet to a point on the North line of said Southeast
Quarter of the Southeast Quarter of Section 35; thence North 88 deg. 41 min. 06 sec. West along the North line of said Southeast Quarter the Southeast Quarter of Section 35 for a distance
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of 1031.13 feet to the Northeast Corner of the Southwest Quarter of the Southeast Quarter of said Section 35; thence North 88 deg. 41 min. 06 sec. Westalong said North line fora distance
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of 438.85 feet; thence South 26 deg. 46 min. 22sec. East for a distance of 112.22 feet to a Found Bolt on the North line of Tract 17, Independence Farms, Unit No. 1; thence South 00 deg. 11
min. 59 sec. East for a distance of 581.98 feet to a Found Rebar with Cap on the North Right -of -Way line of Kanis Road; thence South 66 deg. 05 min. 54 sec. East along said North
Right -of -Way line for a distance of 67.74 feet to a Point of Curvature of a curve to the right that has a delta angle of 03 deg. 38 min. 12 sec., a radius of 1597.99 feet; a chord bearing and
distance of South 64 deg. 16 min. 48 sec. East for 101.41 feet; thence 101.43 feet along said North right-of-way line to the Point of Tangency of said curve to the right; thence South 62 deg.
29 min. 56 sec. East along said North right-of-way line for a distance of 251.99 feet; thence South 63 deg. 02 min. 39 sec. East along said North Right -of -Way line for a distance of 35.25 feet;
thence South 64 deg. 06 min. 26 sec. East along said North Right -of -Way line for a distance of 360.21 feet to the Point of Curvature of a curve to the left that has a delta angle of 21 deg. 46
min. 12 sec., a radius of 1336.03 feet, a chord bearing and distance of South 74 deg. 59 min. 32 sec. East for 504.59 feet; thence an arc distance of 507.63 feet along said North
Right -of -Way line to the Point of Tangency of said curve to the left; thence South 88 deg. 19 min. 18 sec. East along said North Right -of -Way line for a distance of 178.27 feet to the Point of
Beginning, containing 1,596,455.58 square feet or 36.65 acres, more or less.
PULASKI COUNTY, AR 53LO260121200 \ /
-,, i SECTION 35
j// George Claybrook III /v / I T-2-N, R-14-W y \
53L0260121100 / \ \ \ I I
/ I PULASKI COUNTY AR
I
_ I¢\ one °\ \ ` I ` - - - -/ / / Deltic Real Estate, LLC. I Chenal Valley / I
`o I 53L0350003700 Property Owners Association, LLC. \
/ I / / I
\ ONE °rye \ / 53LO260100000 \ /�
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OtIE
\ \ one I oHe oHe
\ \ \ °rye I OHE ONE ONE ONE
\ I ONE ONE OHE Ohl
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ONE ONE I I
Deltic Real Estate, LLC \ \ j 100' Powerline Easement oNE ¢ ONE ONE
ONE ONE I
53L0350003700 \ I one I oNE
Computed Position, y� I
NE Corner, SW 1/4 SE 1/4, I _
Section 35, T-2-N, R-14-W, I I I I
I
1 I
Pulaski County, Arkansas. I I m I I
" 'W 43& 85'
°4106
----------------------------- N 88N 88°41'06" W 1031.13' I I =I
48.03' ° I I
I 983.10' - - - -
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-----------------------
Found 1/2" Pipe in Stones o I t
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°� \ I \t St. Vincent Infirmary Medical Center
r I CM I t \ \ 53LO360000225
Found Bolt W 0
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7 I Deltic Real Estate, LLC. 53LO360000200 t 0 \
C I 53LO350003700 \
Found Pinched Pipe o I m t I
w - NE Corner, Tract 16 \ w 0
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00 aterline Ea� I _ s
� ��� se nt w�-w -��� � SW 1/4SW 1/4 j �
W - - - _ i w `Q SECTION 36 \ t
Neal B. Gordon w w - _ T-2-N, R-14-W �� cQ I
SW 1/4 SE 1/4 54R0012501500 I _ w O'0 \
w _ _ \o� PULASKI COUNTY, AR \
SECTION 35 c i ---_-w- ---Q0 0"�,,. \ 01 \ t
T-2-N, R-14-W
PULASKI COUNTY, AR co - w - w
Hebron Baptist Church
54R0012502400
w - - _ Found #5 Rebar
N� - _ w wow V?--------_--_- S19°04'51"E1.36'
w _
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- - - - - - - - - _ - oy� - - 50' Waterline Easement w w - I -
1,596,455.58 SCE FT-
36.65 ACRES ES N 87°2T22" W 386.45 - - - -
Nj , � I I
co I cri _ N $30-
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0 44 W 292. 65,
o I I a~c 80 e i eEEase oHE I
cn I -
_L' DistribEasement
15ution "
\\ I I N� ONE
ONEONE
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SE1/4SE1/4
SECTION 35
ONE =
T-2-N, R-14-W ; L5 d'ONE
Found Rebar w/C I PULASKI COUNTY,AR I V -
,I I
John Golden 1 \ \ i \ \
54R0012502500 I o \ L4 Cl C2 L6
1 N 1 W C'?
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I I 15 87°2T22" E 215.45' N
l o l I I �,��I�� �
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a�°o`� 1 °� 0`5� I I I I \ I 1 / / Deltic Real Estate, LLC
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CID
\ n I I M 54L0012500900
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Q I O°�C-0 CID
I LID \ \ \• W I Neal B. Gordon 13: I -
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`IA�n °° i I 0 1 Q I 1
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T I° I Found 1-1/2" Pipe
S 59'0315" W 6.81'
I I I
I I Shaver Skylar Ring ,I o �� , _
_ S 88 1918 E 1_78,27 - IN 87°40'59"_W 2 - LIB - �- - - o `� ` L13
I � I 53R0350001500 1 15,43 � "
1 o I _ S 88 01 19' E 294.68'
J , Ka s - - O� °NE
I (Ex. Sp Right-of-Way)�Oad - -- -- I- __ __ -- oHE- pe ON ---�-
rt
I 1 I oint of Beginning I -
I
I inninWI �
_________________________________ I Anne Childs Rev. Trust
I I
--- I I 53R0350001800 I I co
------------------------ I I I v- T-N-C LLC, John & Patricia Lile \
1 I M I LO 54R0012503200 _ \
------------------104
------�- _
100 0 100 200 300
-1-----------------------
---------
I N1/4 NE 4
SECTION 2�--�------------------------------------------------
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' NW 1/4 NW 1/4 -
Scale � l l = 100' I T-1-N, R-14-W Point of Commencement, I
Found Axle, SECTION 1
I
PULASKI COUNTY, AR SE Corner, SE 1/4 SE 1/4, i
Section 35, T-2-N, R-14-W, I T-1-N, R-14-W
Pulaski County, Arkansas. PULASKI COUNTY, AR
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BASIS OF BEARING
BASED ON GPS OBSERVATIONS,
ARKANSAS STATE PLANE NORTH
LEGEND
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O SET #4 REBAR W/CAP
0 COMPUTED POINT
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BOUNDARY
- - - - - EASEMENT
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DRAWN BY: L. REMSING
CHECKED BY: R.S.A.
DATE:
REVISED DATE: