Walker Tracts 2A-1 & 2A-2 Sec. 17ADMIN/SMA 77VE APPROVAL ORDINANCE 13-2003
Dote of Subdivision ADDroval:
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ALLO
BY
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ACKNOWLEDGMENT
STA TE OF /f� L'�tnJ� 5
COUNTY OF JeiQfr/:d�
On this day before me, the undersigned Notary Public within
and for the County and State o�f,oFso&,. d ly comm% sio�, ed and
acting, appeared in person(s), 19L �7�7 = and
known to me to be the person(s) whose name(s) are
subscribed to the within instruments and acknowledge that
he/she/they executed the some for the purposes therein
contained.
Wl1�SS my hand and seal this �f� day of
_ biota 7 20 9
Notary
REF#/
843.92'
S 87°/239"E 1320,55,
E.R.B.
SWCORNER
NE //4,
SECT/ON 17,
T--9-N, R-3/-W
TRACT 2A- / k�
6. ?0 ACRES
PROPERTYADDRE55:
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476.63'
TRACT 2A-2 W
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PROPERTYADDRE55:
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NE CORNER
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A// of Tract 2A of Walker Tracts 1A & 2A -Section 17, being a part of the
I//ClN/TYMAP I
My Commission Expires: East Half of the Northeast Quarter of Section 17, Township 9 North, Range 31 NorroscALE
West, Crawford County, Arkansas being more particularly described as follows:
I I
Beginning at an existing stone marking the Southwest Corner of the Northeast
FILED FOR RECORD This 4 day of AN OvA , 20La3 Quarter of the Northeast Quarter. Thence along the West line of said Forty,
a 1/ (��r North 02 degrees 43 minutes 09 seconds East 188.69 feet to an existing iron PROPERTY
at �.V o'a/ock ,,1.m• r > S ��� dui Circuit o' pin. Thence leaving said West line, South 87 degrees 12 minutes 39 seconds LOCAT/ON
J m East, 1,320.55 feet to an existingrebor on the East line of the Northeast
Clerk and Ex-Officio Recorder. SHARON BLOUNT-BAKER, CRAWFORD CO. CIRCUIT CLERK I Quarter of the Northeast Quarter.
Thence along the East line of said
WATEV5,
: Wi Northeast Quarter, South 02 degrees 17 minutes 53 seconds West, 221.62 feet
to an existing p/k nail. Thence leaving said East line and along the centerline
BYof a driveway the following bearings and distances: North 77 degrees 46
FILEDminutes 52 seconds West, 77.56 feet. Around a curve to the right, having aDAT=I radius of 617.44 feet and subtended by a chord bearing and distance of North IW
71 degrees 17 minutes 22 seconds West 69.03 feet. North 68 degrees 05 a m
TOTAL ACREAGE: 8. 71 ACRES MAR 0 8 2°"3 I minutes 06 seconds West, 88.49 feet. Around a curve to the left, having a
(379,683.70 S09FT.) D.C. I`� _TIME 6);c�3a� i radius of 688.51 feet and subtended by a chord bearing and distance of North a N
72 degrees 34 minutes 41 seconds West, 107.87 feet. South 83 degrees 11- I =
8H4RON BLOUNT-BAKER, CIRCUITCLERK I minutes 29 seconds West, 40.04 feet. Around a curve to the left, having a
SURVEYOR'S NOTE., This property does not lie within the 100-Year Flood CRAWFORD COUNTY, %6 N BUREN, AR z
Zone, according to the Flood Map for Crawford County, Arkansas radius of 89.52 feet and subtended by a chord bearing and distance of South
Community Panel No. 05033C0380 Doted. March 16, 2009. I 77 degrees 37 minutes 21 seconds West, 46.04 feet. South 62 degrees 43
SURVEYORS NOTE This property does not lie within the tYear Flood minutes 13 seconds West, 44.76 feet. Around a curve to the right, having a
Zone, according to the Flood Mop for Crawford County, Arkansas
I radius of 178.99 feet and subtended by a chord bearing and distance of South
Community Panel No. 0503JC0385 Doted., March 16, 2009. 67 degrees 34 minutes 19 seconds West, 30.28 feet to an existing nail
Thence leaving said centerline, South 02 degrees 17 minutes 53 seconds West,
SURVEYORS NOTE This survey was conducted under the supervision of Clovis 165.23 feet to an existing rebor. Thence North 87 degrees 12 minutes 40
P.A., Certifcote of Authorization No. 718. Satterfield Land Surveyors, P.A., Southeast Qua �e� of the Northeast t existing Quarter�n mence along the 11WeSt lineof
W. Satterfield, No. 0147, or Ricky Hi//, No. 1443, Satterfield Land Surveyors,secon_ an
1-(479)-632-3565 Hwy. 77 North, P.O. Box 640, Alma, AR 72921 I - a, nT
I said Forty, North 02 degrees 43 minutes 09 seconds East, 164.31 feet to the -=
SURVEYOR'S NOTE This survey was done to mark the corners on the ground and to Point of Beginning, containing 8.71 acres and subject to Road Rights of Way -
show observed structures. Utilities located if Requested according to utility company and any Easements of Record.
records, and or above ground inspection. This survey was done from description fumished _ 41
to us or instruction from the person(s) named on this plat. No title search was done
and record ownership, Rights of Way of road and Easements to and across this property SWGORNER I lu
must be confirmed by others. The Buyer or Owner of this property should satisfy 5E 1/4 NE 1/4, W �0
themselves as to the correct owner through a title search or review by on attorney. I SECTION /7, N
�(s �/ ,4169p4Y�i6E•v`,j I T-9-N, R-3/-W p
=i=114
This plat is co / ht material and is rovided sole/ for the use of fhe a - - - - - - - _ _ _ SE
P Pyr9 P y Q _ _ REF#/17
SATiERrtrin I ------ ___ T9N/OR-3/-W I �~
person(s) named on this plot and may not be used or distributed to any Fig
11sNO ,` I N87�/'/O" W 1331, 66'
other person(s) or company for their benefit. No license has been created, w: SURVEYC�r^.S �'.,� I - - - - - - - -
i. 2. r..
expressed or implied to copy the survey without the written consent of � o • -
Satterf/eld Land Surveyors, P.A.. No one including the person(s) named, may i11Q. 713 :' �` N.
/
reproduce this plot. Only authentic copies that appear with the surveyor'REF#
s �606 g
seal in red maybe used An copies used without this red seal are 3.'`/ 7 I 157020270f 56..
y P y9k'A �1 �s +"' TO A POWER POLE
considered unauthorized copies and ore considered a copyright infringement. �nrr__.._e���' I 500-09N-3/W-O-/7-100-/7-0147-1443
REVISIONS
f0050' O GRAPHIC SCALE f00' 200•
SURVEY REFERENCES
1 - SAT7£RnELD LAND SURVEYORS - #38,916 - 7111112
BASS OF BEARING
ARKANSAS STA7E PLANE
COORDlNA7E5
GRID
NOR7H
1983
R
�'® m co
PUBLIC rya^:
at r
P.3' 00 PQr
�COUtAl. e+a
y/C/N/TY MAP
r-s-N R-31-w
NW NE NE NE
/Y / I /I � STON EPK
�l �/ �/ SW NE S£ NE
17 EPKN EPK
sw SE
3292'
3/4"E.Lf
RLF#/
O
SR.B. =
LEGEND
SET 1/2' REBAR W/ CAP
Q
SP/K.N. =
SET P/K NAIL
O
SR. R.S =
SET RAILROAD SPIKE
O
S.N. =
SET NAIL
•
E.R.B. =
EX/SANG REBAR
•
P. =
EXISTNG IRON P/N
•
E.P/K.N. =
EXISTNG P/K NAIL
•
E.N. =
EXISTNG NAIL
•
E.R. R.S. =
EA7SRNG RAILROAD SPIKE
= EXISTNG
GOVE7WMENT MONUMENT
= EXISTING
STONE
-
= EX/SRNG
STA7E MONUMENT
®=
EVS77NG
R/W MARKER
= EX/SANG
FENCE
{$j
= COMPUIEA POINT
FENCE CORNER
N 87°/240" W 842.53'
CVRI/E TABLE
CURVE
DELTA
CNORD BEQR/NG
Cf10RD DIST.
RADIUS
LENGT/i
TANGENT
C/
9 427 / 0
5 67°341/ 9" W 1
30.26'
1 /78.99'
30.31 '
1 15, 19'
C2
29 46'/5"
5 77°372 / "W
46.04'
89.52'
46.56'
23.B2'
C3
B55'l0"
N723411-W
/07.B7'
6M85/'
/07. 9B'
S4./O'
C4
6024330
N 710/ 722" W
1 69.03'
1 6174411
69.07
1 34.57'
SURVEYARS DISCLAIMER AND STATEMENT OF USE
This survey was conducted by the written or verbal
authorization of the person named as the buyer and/or
Use by os shown on this plot. No one has the authority
to use the data or legal description from this survey
except those named or their agents and the survey is
only certified to the dote shown on this plat. This plat
is protected by copyright and any person other than
those named using or relying upon this plat will be held
responsible. Satterfield Land Surveyors, P.A. will not be
responsible or hove any liability to any other person or
company who uses this plat without written authorization.
E.R.B.
L/NE TABLE
L/NE
BEARING
LENGTH
L/
56243'/3"W
44,76
L2
56301
/29"W
40,04
L3
N
68 0506"
W
BB.45
L4
N
7704652"
W
77.56
1 .J i 2.3 REG ARK & OKLA.
1928 NWY. 71 NORT7-1, ALMA, ARK -PHONE No. (479) 632-3565
47874 FAX (479) 632-5002 - WEI TE.- http://www.slsurveying.com