HomeMy WebLinkAboutZ-6949 Map 4PAGIS MONUMENT PRELIMANARY S OF
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S °iOGN FOUND 1/2" REBAR & CAP (PLS H1374) LEGAL DESCRIPTION
/6`1 c�F9 0o� 34.40' 'II"E PROPOSED REZONING AND SITE PLAN
4,T�� 08„ TO,y 34.40' Apart of the Southwest Quarter of the Northeast Quarter of
S 9 F O� Section 4, Township I North, Range 14 West, Pulaski County,
N 01047'1 1 "E R — I TO P.Z.D. Arkansas, more particularly described as follows:
14.04'
FOUND COTTON FOUND 1/2" REBAR Commencing at a found cotton picker spindle at the Northwest
PICKER SPINDLE 5.10 + - ACRES Corner of the Southwest Quarter of the Northeast Quarter of said
NORTHWEST CORNER, S 86058'28"E Section 4:
SOUTHWEST QUARTER, 53.02'
NORTHEAST QUARTER, THENCE South 57 degrees 43 minutes 44 seconds East for a
SECTION 4, distance of 750.63 feet to a point in the Center line of Burlingame
TOWNSHIP I NORTH, S Road:
RANGE 14 WEST.5THENCE South 26 degrees 23 minutes 24 seconds West for a
Ila, of 25.00 feet to a set 1/2" rebar 8 cap on the Southerly
"IP, Right of Way of Burlingame Road said Point being the Point of
NTS ASO Beginning:
63- THENCE South 63 degrees 36 minutes 36 seconds East for a
distance of 96.08 feet along said Southerly Right of Way to set
\
1/2" rebar & caps the following bearings and distances:
THENCE South 63 degrees 58 minutes 17 seconds East for a
23' \ distance of 100.38 feet:
RAW 2 21 40 0 40 80 120 = THENCE South 63 degrees 36 minutes 25 seconds East for a
Q 'r SOOdistance of 1 13.27 feet.
GRAPHIC SCALE — FEETTHENCE South 62 degrees 46 minutes 59 seconds East for a
Cfl distance of 129.08 feet:
THENCE South 17 degrees 30 minutes 42 seconds West for a
distance of 525.98 feet leaving said Southerly Right of Way to a
GRO N ryo F\e 636'F \ set lit" rebar & cap:
Opp Mf� F . 9g \ THENCE North 62 degrees 14 minutes 29 seconds West for a
°`V °j \E\ 08' \ \ distance of 242.63 feet to a set 112" rebar & cap:
THENCE North 32 degrees 06 minutes 04 seconds West for a
distance of 296.34 feet to a set 1/2" rebar & cap:
FSE \ 1> \ THENCE North 10 degrees 22 minutes 28 seconds East for a
distance of 59.90 feet to a set 1/2" rebar 8 cap:
LEGEND THENCE North 24 degrees 14 minutes 42 seconds East for a
Foe \e\ 38. \ / \F \E • SET lit REBAR &CAP distance of 174.69 feet to a set lit rebar & cap:
O = FOUND MONUMENT AS NOTED THENCE North 24 degrees 47 minutes 14 seconds East for a
+ = COMPUTED CORNER distance of 61.19 feet to a set 1/2" rebar 8 cap:
(D = MANHOLE THENCE North 26 degrees 23 minutes 24 seconds East for a
1B = PEDESTAL distance of 66.94 feet to the Point of Beginning.
40 eW 3 \\F e\E\F )K = VALVE Together with and subject to covenants, easements, and
2� �� \ \E\f 4 = METER restrictions of record.
= SIGN
a F \ \E X = GUIDE ANCHOR Said property contains 5.10 acres more or Tess.
W \ \ POB = POINT OF BEGINNING
I\F\ S NTS = NOT TO SCALE
\ 0 6" OR LARGER TREE
i 61 \ AS DESCRIBED
oaf ° 2908, F -------- = TREE LINE
—E—E—E— = OVERHEAD UTILITIES
= PROPERTY LINE
r .<u W ti eQ
co w eoRq°rrTFRO�—v—v—P— = PROPOSED PARKING
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O"ML ', ,�OACL,,,."` \3my professional opinion that this plat represents
tr z y W `r� ''%,,,�„rrIII� rvey conducted by me or under my direct supervision
HUORY 0 ��0 �� ¢ AI I monuments shown hereon actually exist and their
r CONCRETE SPILL WAY $ F r� location, size, type, and material are correctly shown.
$ / cQ. r ¢ This survey is in accordance to Arkansas Minimum
o Standards set forth by the Arkansas Geological
W "�V xaoar r o Commission Land Survey DivilS
' ° \ J o m p� � 0 Date: 61745e,
'
�MKONY �� . , James S. Auns , u , PLS H1374
If seal and signature is not in the ori incl imprinted
pN, \ J �? .' b 1 ue and/or red ink the survey is a copy and may have
OGO`� W �Q O y,.'� been fraudulently altered. Al l information should be
P - disregarded unless verified by the Professional Land
0 Surveyor whose name appears on the seal.
A title search was not conducted by this surveyor, all
c�Q Rpq �MORY documents were provided by the c ient and/or clients
Q O rOjRr �, 3 QQo and is subject to recorded and/or unrecorded: easements
r,WxxarY �, P road r fights of way, covenants, bui (ding set back I Ines,
subdivision restrictions, zoning or other land use
30 o po °^� °P regulations and other facts provided by an accurate
' Q \\� � and current title search may enclose.
O NOTES=
��
l.) ALL STRUCTURES ARE EXISTING, NO NEW This survey is limited to one year from the date on the
kf
STRUCTURES ARE TO BUILT AT THIS TIME. sea I. I t i s on I y to be used f or the benef i t of the
SWETz i,' 2.) PARKING AREA IS PROPOSED. client and/or c l i en is described hereon.
�1 3.) NO MORE THAN 5 CARS PER DAY.
% I P'P �� 4.) EMPLOYEE PARKING IN THE REAR OF OFFICE. Al I ut i I i ties shown hereon are located by above ground
o•� m 5.) VISTOR PARKING IN THE FRONT OF OFFICE. fac i I i ties and/or deeded record. Before excavating, the
STp Q 5 6.) SEWER IS PROVIDED BY EXISTING SEPTIC TANK. a p p r o p i a 1 e utility companies should be contacted for
cs k I R A • ,. P��c �N �RE� 7.) WATER IS PROVIDED BY EXISTING WELL. e x a c t I o c a t i on.
k/Hv, a e u�' ° CIO
6P G JAMES S. AUNSPAUGH
�� ° W �`•\ QIP �� PROFESSIONAL LAND SURVEYOR
, P 510 1/2 South Claremont
Sherwood, AR 72120
a '
Telephone: (501) 834-1015 Fax: (501) 833-0279
ROpO �•� �Q ° assoFNyyw' is , Prepared For:
VES � ` . � ... •�' �� �' °°” Cf � • � ,y` e
�� ° % UNLEASHED INNOVATION, INC.
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5.10 ACRES +�—
` ,__ _____,, ."' ��S AREA ���►�^ °.k �4VG�� + o REZONING & SITE PLAN
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WOODED ROOOOG?o o
DRAFTED BY: JSA
00FD
FIELD WORK BY: WCJ & RWN
STATE FILING CODE: 500-01 N— 14W-0-04— 130-60-1374
Job No.0007122
Scale: I" = 40'
Field Book:
Date: AUGUST 7, 2000
Point File:0007122.CRD
Plot File: 0007122.PL I
Revisions and Date Revised:
Sheet I Of I
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