Flocks Addition Lots 1 & 2 PreliminaryADMINISTRATIVE APPROVAL ORDINANCE 13-2003
Date of Subdivision Approval.•
Dote of Administrotive Approval -
Mayor:
Chairman Planning Commission.
Secretory Planning Commission:
ALLOTT£RS•
BY I BY
BY
1 ACKA10H £DGM£NT
BY
STATE OF------------------
COUNrY OF
On this doy before me, the undersigned Notory Public within
and for the County and State aforesaid, duly commissioned and
acting, oppeored in person(s),-------------------- and
----------------------------------------------
known to me to be the person(s) whose name(s) ore
subscribed to the within instruments and acknowledge that
he/she/they executed the some for the purposes therein
contoined.
WITNESS my hand and seal this -------doy of
--------------- 20 ---• .
-------------------------
Notary Pub/ic
My Commission Expires:
R do of
F/ F This FILED OR RECORD
Y
o c
of lock - M.
Clerk and Ex-Officio Recorder.
R APPR A
WA T£ OV L.
BY
TAL
TOACREAGE•• 10.97 ACRE
(477.726. 53 SOFT.)
PROPERTY DESCR/P7701V �L ®��'5 /i / l ®f �7 - L ®T /
Lot 1 j• BEING A TRACT SPLIT OF PART OF THE 5OUTHEA57-QUARTER OF THE N0R7HE45T QUARTER OF
Port of the Southeast Ouorter of the : Rom#/ 5 ;
.I.
.. _ ' ...........................SECT/ON 20, TOWNSH/P 9 NORTH, RANGE 3 / WEST VAN BUREN, CRAWFORG COUNTY, ARMN..SA5
11
Northeast Ouorter of Section 20, Township _: E./.P.
9 North, Range 31 West, Crowford County, •�✓. 86°5/;53•E i
Arkansas being more particularly described C09 ,2Or
as follows: . NWMM '#/4 i
� 114 NE 114, ERB. NB6°5/✓3'W _ Beginning at on existing iron pin marking SECI7ON20, - - - 732./T A
th N th t C f th S th t _ P
/5
e or wes other o e ou eas ' T". R-31-W : •^=ti?
Ouorter of the Northeast Quorter. Thence.••••••••••••••••�����••���•••••�•�••�'�•'•••••••��••• N N4/342/.02
•'N4/3454.34.:..::.::::::::::::::::::::::::::::::::::::::::::::::::.
o/ong the North line of said Forty, South E622695. /4 %E623303.43 '
........ .................................................................
86 degrees 51 minutes 53 seconds East, •.. ' • • •' "' •' •""' •"""""""""""""""""""""' •""' • NECORNER
609.20 feet to on existing rebor. Thence
SE114NE114, 1
leaving soid North line, South 09 degrees IV SEC77CW 20,
11 minutes 21 seconds East, 122.12 feet I
T 9 N, R-31-W
to on existing rebor. Thence South 88 m N4/3-W.96
degrees 46 minutes 44 seconds West, f C24034.50
52.15 feet to a set rebor with cop. N
Thence South 11 degrees 02 minutes 47
.............................................................................................. .
seconds East, 417.65 feet to a set rebor
with cop on the North right of way line of
N P ao. LOT 2
Sprodley Rood. Thence along said right REF,lT/ 2. /5' 5 /� � _ J� 5 ERB
of way line the following bearings and 5.RB. °46'44' W 232. /5' 57.Z
s 1� �X
distances South 84 degrees 23 minutes %
15 seconds West 248.13 feet. Around a 1
, '1L
cure h/ f having radius f e to et ow g o odes o
16.677.46 feet, and subtended by o chord
X
bearing and distance of South 83 degrees
38 minutes 34 seconds West, 433.58 feet
x
to a set rebor with cop on the West line
of the Southeast Ouorter of the Northeast
x
Ouorter. Thence leavingsaid right of wa
9 Y
line and along the West line of soid Forty, X
North 01 degrees minutes 36 second
s
East, 637.56 feet to the Point of x
Beginning, containing 8.41 ocres and • ' ' ' • ' ' I
subject to any Easements of Record. ..................................% .................... X
•; ; APPROX/MA7F LOCATION OP / AO YEAR PLOD ZON
Lot 2 • h
�r x
.:: .�
i
'� I
�� -
.�
�' x
N
Port f h h Ouorter h •,: o t o the Sout east Ouo to a the .• ;
i
i
O
rh Ouorter f i Township N o f east uo to o Section 20 Qr:
X
''� ti• tw
[[^^
•i '
vl
V' .
North, Range 1Crawfordn '': .. o
9 Not o e 3 West County, ..
• gY
T xT2.
r h i 1 rl described to
sT a
Arkansas r m r o sos be ore o t cu o desc bed
9 Y
:M
n�AMeern�
as follows:
0� :y
Gi
-d 4.
LOT •/ C�: , , i LOT 2 to
'.a . •.•r < �.� :
IV .
Commencing of on existing iron in - t
• -i a /. AC
................... ....
.................................................................................................................................................
9 9 p • 8.4 / ACl?�5 �, 95 I?ES �
m rkin h Northwest Corner f h ":i l� o the No t west Co e o the g .O W
h r r ! h h
Z�
Southeast Oua to o the Northeast ._ �:�- Ca
Y (�.
.e. "t
r r Thence along h North tin f �j
Quote. a ce oo g the Not e o
i F h r 1 min VI said art South 86 degrees 5 minutes Y• 9 SLf INSERT i
CU
n f n 53 seconds Eost 609.20 feet too V����`�'
existing rebor. Thence leaving sold North �':•:':. ^-
►' :-
h r 11 min 1
J:-
line, South 09 degrees minutes 2 :::i:
9
n 1 1 f n existing
x seconds East, 22. 2 feet too a st
9
rebor n h' Pin f Beginning. Thence :.
..... .................................................................................................................
i.
eba o d the Point o Beg g. a ce ':.::�.................................................................................................................... ...:•: .
r 4 North 4 mint 4 seconds o t 88 degrees 6 minutes
9
1 f n existing rebor.
East 80.00 feet to a e st eba .
,
9
Thence South 05 degrees 14 minu
tes 33
seconds East 385.59 feet to o set rebor with n h North right f w line f t co o the of t o a eo
p 9 Y
Sprodley Rood, Thence along said right
of way line the following bearings and
................................................................................................................................................................................... .
distances: Around a curve to the right . ...
::f''.
h in r i f 7 f n ov a od us o 52 .53 eat and 9
n chord bearing n subtended b o c o d beo and Y 9
i f h r distance o South 78 degrees 09 minutes
9
.................................................................................................................................................................................... .... .........
38 seconds West 114.44 feet. South 84
::�: ••
r min 1 n degrees 23 minutes 5 seconds West.
9
i•
7 f rebor with E 5.66 eat to o set eba w t cop.
6 3
R 3
5•
ok
h / in i right f
I
Th
ence eov said t o way line,
9 9 Y
.� 5
05
�� I
r h 11 r min 47 n 2�."' "•'..' No f de ees 02 ufes seco ds
.................................................................................................................................................................................. . . ....
g ...................................................................................................................................................................................... .....:....... .... ......... ............
.. C.P. 2 30:.
r ....................................................................................................................................................................................... ...... 6 ,,, ........... :. ..;�:::...
West, 417.65 feet to a set rebor with cap. . 75.6
T North r 4 min 44 Th
ence Not 88 degrees 6 minutes 9
................................................................................................................................................................................. . ......................
seconds Eost, 52.15 feet to the Point of 4$. l•3 r• ;•:;::�:,:�:•
................................................................................................................................................. ... .....................
.... ...... .. ...........
Beginning, confoinin 1.95 acres and ............................................................................................................................................ ° r .............:..:............. ........: ......................
g 23 / 5 �:� :.. ... .
84
. 5 �::;.. ... .
................................................................................................................................. ..... .........................
subject to an Easements of Record.
/e Y t3tJREN :: ...
....... ..............
. ...............
................................................................................................................ ...... .........................- ......:::::.:::.......
lcAnonr .....
...........................................................•................................ ..... �p „M,.,_..
�>
......... ........
•O
3 2 _ .FT: 3
SURVEYORS NOTE. A portion of this property does lie within the 100 Year • "' • . • . .... "R.6,2/. - - --....... �': �........5 23 l5 W ........... .......... ...........
.2
Flood Zone according to the Flood Mop for the Crawford County, Arkansas '•'''''''''' '''''''' ;�,..
........... ............................. ..............
9 P Y ............ ...r::.r.:. ..`::.
........................................:. ..• a
%::;......... D
• D
Community Pone/ No. 05033C0380H Dated. March 16, 2009. • • • • •
0 Q
..... .. ... . .. . .
............... ............:. ►:ise.. ' C.P.
o DLE
......................
...............
......................
..............
;:............ �P
.................. ..... .....
. ...............:.........
NOTE. This serve was conducted under the supervision of Clovis ' :_::... • • • • • •
SURVEYOR'S
$.
./Z. ;�
44 Satterfield n Surveyors, .S
.7�4 '.
.. .. ............
W. Satterfield, No. 0>47, or Rick Hi//, No. 1 3, Soate ed Land Su ve o s, ••••••••••• ••••••••••••••••••••••: '%•yr:;r-...
y Y ON ': � ;......,...,.... ..... . ...... ............. ......
P.A. Certificate of Authorization No. 718. Satterfield Land Surveyors, P.A., $. Dt� """'`'`�'•i
1'0 .P.O. .E . 9.;; ,.r47rr.s�%,........ ..u.: ..... ..... ......
• !°5936 :'%,'�-,; :rr........:. ...... .. Right of Way Dedication
.....::::.::::
1 479 632 3565 Hwy. 71 North P.O. Box 640 A/mo AR 72921 • • ►V O ,•::::::' ':: •• r.r • • • • • VIC/NITYAW 9 Y
20---.
. Circuit
SURVEYORS NOTE- This survey was done to mark the corners on the ground
and to show observed structures. Utilities located if Requested according to
utility company records, and or above ground inspection. This survey was done
from description furnished to us or instruction from the person(s) named on
this plot. No title search was done and record ownership, Rights of Woy of
rood and Easements to and across this property must be confirmed by
others The Buyer or Owner of this property should satisfy themselves as to
the correct owner through a title search or review by /and attorney.
This p/at is copyright material and is provided solely for the use of the
person(s) named on this plot and may not be used or distributed to any
other person(s) or company for their benefit. No license has been created,
expressed or implied to copy the survey without the written consent of
Satterfield Land Surveyors, P.A.. No one including the person(s) named, may
reproduce this plat. Only authentic copies that oppear with the surveyor's
sea/ in red may be used. Any copies used without this red seal ore
considered unauthorized copies and ore considered a copyright infringement.
After filing with State Surveyors office, survey becomes public record.
trrrr•.^.::.'aP.&N -' :.'................... ...................
LEGEND
• - ERB - //21 Zd577NG ROM
• - EJ.P. - M.577NG IRON P/N
- ER9-5. - Et7577A/G RAILROAD SPYFZ
O - 5.R0. - 60SET RM4R W1TH CAP
O-5.P.XN.-SEf'PIKNOL
o - C.P. - COMPU7ID Pl7JNT
i�0I4i��0I`��OI�
�Iei��Iei.�Iei
i .- CONC. k-
CONCRETE
• t, t
- BUILL7/NG
- BOUNDARY
- CBV7ZRVA(f
----------- -CONC. -CONCRETE
-x-x-x-x--/twCE
- - - OLMR2WLINE
- aVCOFPAVEML'NT OR MM M
- W LINE- R/Gh?OFWAYUNE
CURVE TABLE
CURVE
DELTA
CHORD BEARING
CHORD DIST.
RAD/US
LENGTH
TANGENT
CJ
/ 02923'
5 63*B:34' W
433.56'
/6677.46'
433.59'
2/6.6/'
C2
1202714'
5 76V936' W
/ 14.44'
527.53'
J 14.66'
57.56'
C3
/ / 045'1 /'
5 76WW7 W
114. IC
557.53'
J 14.37
57.36'
C4
/ W22'
5 B30BYl4' W
437.67
/6647.46'
437.6/'
2/6.82'
A 30.00 foot right of way dedicotion to the City of Von Buren in port of the Southeost Ouorter of the Northeast
Ouorter of Section 20, Township 9 North, Range 31 West, Crawford County, Arkansas being more particularly
described os follows.
Commencing of on existing iron pin marking the Northwest Corner of the Southeast Ouorter of the Northeast
Ouorter. Thence along the West line of said Forty, South 01 degrees 59 minutes 36 seconds West, 637.56 feet to
a set rebor with cop on the North right of way line of Sprodley Road and the Point of Beginning. Thence leaving
said West line and along so/d right of way line the following bearings and distances. Around a curve to the right
hoeing a radius of 16,677.46 feet, and subtended by o chord bearing and distance of North 83 degrees 38 minutes
34 seconds East, 433.58 feet. North 84 degrees 23 minutes 15 seconds £ost, 323.79 feet. Around o curve to the
left having o radius of 527.53 feet, and subtended by o chord bearing and distance of North 78 degrees 09
minutes 38 seconds East, 114.44 feet to a set rebor with cop. Thence leaving said right of way line, South 05
degrees 14 minutes 33 seconds East, 30.72 feet to the centerline of Sprodley Rood. Thence along said centerline
the following bearings and distances: Around o curve to the right having o radius of 557.53 feet, and subtended
by a chord bearing and distance of South 78 degrees 30 minutes 40 seconds West, 114.16 feet. South 84 degrees
23 minutes 15 seconds West, 323.79 feet. Around a curve to the left hoeing a rodius of 16,647.46 feet, and
subtended by a chord bearing and distance of South 83 degrees 38 minutes 04 seconds West, 437.60 feet to a
set p/k no/I on the West line of the Southeast Quarter of the Northeast Quarter. Thence leaving said centerfine
and along the West line of soid Forty, North 01 degrees 59 minutes 36 seconds East, 30.38 feet to the Point of
Beginning, containing 26,217.17 square feet or a60 of on ocre.
5OO-O.9N,31 W-0-20-17-120-0J47- J443
60, 30, 0 GRAPHIC SCALE 60' 120'
REVISIONS
VICINITY MAP
T-9-N R-31- W
NW NE NE NE
/P ERRS
S. N.
SW NE
SE NE
20
��
LEGEND
O sRB. = SET 112" REBAR W/ CAP
Q S.P/KN. = SET P/K NAIL
0 S.R.R.S = SET RAILROAD SPIKE
O S.N. = SET NAIL
0 E.R.B. = EX/SANG REBAR
E.I.P. = EX/SANG IRON PIN
E.PIK.N. = EXIST/NG PIK NAIL
0 E.N. - EX/SANG NAIL
* ERRS = EX/SANG RAILROAD SPIKE
= EX/577NG GOVERNMENT MONUMENT
■ = EXISANG STONE
= EX/STING STATE MONUMENT
®- EXISANG R/W MARKER
-x-= EXISANG FENCE
0 - COMPUTED POINT
F.G = FENCE CORNER
SURVEYORS DISCLAIMER AND STA TEM£NT OF US£
This serve wos conducted b the written Or verbol
y y
author%ZOt%On of the person named os the buyer and/or (/Se
by as shown on this plot. NO one hos the authority to use
the dato or legol description from this survey except those
homed or their agents and the survey is only certified to the
dote shown on this lot. This lot 1S protected b copyright
P P P Y
and any, person other than those homed using or relXng upon
this plot will be held responsible. Sotterf%e/d Lond Surveyors,
P.A. will not be responsible or hove ony t%obility to ony otherSW
person or company who uses this plot without written
outhorizotion. After filing with State Surveyor S Office, survey
becomes public record.
®�TAC�, Jam' A�l �L®C
rq BOX
a 6//fo i�/7 °V
P.956
q ^J%�y
VAN BUREN9 AP / L 9®0/
'% �°
PH®/V�o (-T 9 p�� 9 /3�
REFERENCE DEED
SURVEY REFERENCES
1 - HOFFMAN-PR/EUR & ASSOCIATES - 128515 - 1117101
2 - SATTERFIELD LAND SURVEYORS - 125,041 - 4122199
3 - ANDERSON & ASSOCIATES - 02-894 - 6128194
4 - ANDERSON & ASSOCIATES - 193-1171 - 1012619J
DRAWN BY- ✓. D. B.
SCALE• 1 = 60t
DA TE. 6- %%-2�
,JOB NO. 46, 360
Q�
(� Z=0// E��iIL-
.
REG. ARK. & OKLA.
1928 HWY. 71 NORTH, ALMA, ARK. -PHONE No. (479) 632-3565
FAX (479) 632-5002 - WEBSITE.• http://www.slsur,eying.com
5 - ANDERSON & ASSOC/ATES - ,¢92-894 - 11 292
BASIS OF BEARING
ARKANSAS STATE PLANE COORDINATES GRID NORW..