HomeMy WebLinkAboutS-1012-A Map 2'fi1�.dT
PROPERTY DESCRIPTION
PART OF THE
SW 1/4, SW 1/4,
THE SE 1/4, SW 1/4 AND THE SW
1/4, SE 1/4 OF SECTION 1,
T-1-N, R-13-W,
LITTLE ROCK,
PULASKI COUNTY, ARKANSAS, BEING
MORE PARTICULARLY
DESCRIBED AS
FOLLOWS:
COMMENCING AT THE SE CORNER
OF THE SE 1/4, SW 1/4 OF SAID
SECTION 1, T-1-N, R-13-W;
THENCE N 89'43'58" W 20.00';
THENCE N 01'41'02" E 543.00' TO
THE POINT OF BEGINNING
N
INTERSTATE 630
15,
THENCE N 66`31'58" W 672.77'; THENCE N 87'01'58" W 270.00'; THENCE S 01'22'02" W 191,70'
W ; 667.50
THENCE N 87'01'58" W 410.24'; THENCE S 02'02'57" 52.43'; TO A POINT OF CURVATURE ON .. E
FREEWAY DRIVE (SAID POINT BEING THE POINT OF CURVATURE OF A CURVE TO THE RIGHT HAVING N 82'52 02
A CENTRAL ANGLE OF 91'00'35" AND A RADIUS OF 275'); THENCE IN A SOUTHWESTERLY DIRECTION 250 - l 30' EASEMENT-I11
ALONG THE ARC OF SAID CURVE TO THE RIGHT TO A POINT WHICH IS S 47'33'14" W 392.32' FROM 1 - col SIGN EASEMENT gLpG. LINE
1' N
THE POINT OF CURVATURE THEREOF; THENCE N 86'56'28" W 70.96' TO A POINT OF CURVATURE ON 0 iy', FREEWAY DRIVE (SAID POINT BEING THE POINT OF CURVATURE OF A CURVE TO THE LEFT HAVING A 60 o eo zD 76 7 _ i 1
CENTRAL ANGLE OF 113'37'00" AND A RADIUS OF 35'); THENCE IN A SOUTHWESTERLY DIRECTION 1 �---
ALONG THE ARC OF SAID CURVE TO THE LEFT TO A POINT WHICH IS S 36'15'02" W 58.58' FROM THE T C � I c
T -- 1
POINT OF CURVATURE THEREOF, SAID POINT ALSO BEING A POINT ON 'THE EAST RIGHT-OF-WAY OF 0'I 20 ;5 - i- 11 (71 (y11
RODNEY PARHAM ROAD; THENCE N 20'33'28" W ALONG THE RIGHT-OF-WAY OF RODNEY" PARHAM ROAD
CURVATURE 4 II 0�
108,07" THENCE S 86'56'28" E 146.33' TO A POINT OF RVATURE ON FREEWAY' DRIVE (SAID POINT " � �
BEING THE POINT OF CURVATURE OF A CURVE TO THE LEFT HAVING A CENTRAL ANGLE OF-' 13�6 02 �- rn
AND A RADIUS 225'l; THENCE IN A NORTHEASTERLY DIRECTION ALONG THE ARC OF SAID CURVE TO
N
THE LEFT TO A POINT WHICH IS N 47*LOT 733'14" E 320.99' FROM THE POINT OF CURVATURE THEREOF; 'LS\ a _�'' 1, _''
THENCE N 02'02'57" E 66.26' TO A POINT OF CURVATURE ON FREEWAY DRIVE (SAID POINT f
BEING -�- p
A M i p
THE POINT OF CURVATURE OF A CURVE .TO THE RIGHT HAVING A CENTRAL ANGLE OF 90'55 05' AND
A RADIUS OF 225:); THENCE IN A NORTHEASTERLY DIRECTION ALONG THE ARC OF SAID CURVE TO v
THE RIGHT TO A POINT 'WHICH IS N 21°31'13" E 150.00' FROM THE POINT OF CURVATURE THEREOF; �__ �" i ^ LOT 6 04 N M �I
THENCE N 02'02'57" E 77.78'; THENCE N 57'56'02" E 226.95'; THENCE N 73'16'02"' E 407.20'; �7 m 575Ci c; l FT I I
THENCE N 82 52'G2" E 667.50'; THENCE S 04`08'58" E 274.10'; THENCE S 20`46'58" E 104.00'; C7ro gGj / N 1
I'
THENCE S 45'26'36" E 26.85'; THENCE S 01°37'OG' W 276.18'; THENCE N 88°23'00" W 20.00' TO �g'1 ,L�,6• /' LOT 5 EXACT LOCATION OF AP&L 1 _
THE POINT OF BEGINNING CONTAINING 12.69 ACRES, MORE OR LESS.
14800 SO. FT LOT 8 -- -__ ---' i RIGHT OF WAY UNDEFINED
I 5.56 ACRES
I- 50',SfGN EASEMEN-TI,------- �'// /,, ///�-------�\\\ 19 .,
N 02'02'57" E ��==_-----------r -___- -= _ __ - 2s.o' BLDG. LINE \� S 20 4
77.78 c i �.-'/ 1 k1 57 _ e z•, __-______ ___ _ r 104.00 E
PI /________3 ; - 200.0 P-------- - - - 5' UTILITY EASEMENT
I \ "
-- - 87.1 2oao '26 36 E
ell i PT ---{`-�RECluO �111VE 508 E 679.15' `oa - o ��\� \1 \ /S 45
V L C►YS S4'S`4 9i.73 ___ \•\ ///'// \\\ / 26.85
A .------------- - A A
200
S 3�21 \.. E 61.5?
25.0' BLDG, LINE \
` a 11-- --- N 87'01-58" W
\14
/
p01
II
'►. 0•� �
%
,._.
40' EASEMENT
^�^';
1b`l
\ �/.
'�,t j
3
p. LOT 4
I
19100 SO, FT_
00
I I
I
I
!
o
H
r�
6
I
I
6'
\
lV
CD
M
W
I
O
C
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LLB'
wI
I I
1 O I
n f � O
:nI (D V) ._PPFICATF OF ENGINEERING ACCURACY 6)2 I
p 1)
�' N N 8T " ,/' S'' ' ° z f ` PATRICK M._MeGETRIpC HEREB CEPTI=v Thai 1Nc IORIoF. n
NI iO �. 01 5$ W 410. 2,¢ 1 �• AA-c A' tr r. r:y r. r PIAN MADE B* ME. 49[' THAT THE ENGINEEF'INv REU..i!?CMC JTS OF
L tJTTLE ROCK SUBDIVISION RULES AN'- FEGULATIONS HAVE BEEN COMPLIED WITH.
R 1. DATESIZI
1J, unuTY EASEMEN\
E-TCN02r02'57" W ____ FM E^ISTERiD ROESiIOr52.43 i' ENGINEER Nq. _ ARKANSAS �
'C� q� CERTIFICATE JF SURVEYING ACCURACY �.��L,,
rJ._ _ HEREBY CERTIFY THAT THIS PLAT CORRECTLr Ike F�),-----------
"A
/ .'.«.�... '4 - - - - I Y ` J -----------
�� / ✓f ,ct'' _= 0f RTC LA
CLCURVE DATA REPRESENTS A BOUNDARY SURVE\ MADE BY ME AND BOUNDARY MARKERS SHOWN HEREON
,;
ACTUALLY EXIST AND THEIR LOCATION. TYPE AND MATERIAL ARE CORRECTLY, SHOW.
• 4.1
CURVE # 1
CURVE # 2
x.^u ' ..
SIC, D
A
��"
G _ OC C
r
h
-'�
DA TE ExE11ON NAMEf SU) RVE rOR -
•'� 7 /
.
1
- No 1Z_- ARY ANSAS
,n,.
CERTIFICATE
Ilk{��
L 390.00
R = 300.36
OF OWNER
,, /�/
/�
T = 254.45
T = 203_=1`
c
;..
k
WE, THE UNDERSIGNED OWNERS OF THE REAL ESTATE :MOWN AND DESCRIBED HEREIN.
DO HEREBY CERTIFY THAT WE HAVE LAID OFF, PLATTED. AND SUBDIVIDED. AND DO
�,\1L
4
C = 356.65
C = 285.10
`
a r-
HEREBY LAY OFF, PLAT, AND SUBDIwDE SAID REAL ESTATE IN ACCORDANCE WITH
THIS PLATIS
/
c
D
7
S 86*56'28" E -/' :r
!! I A^LlEXECUTIONc
_ _ __ __
DATE E NAME U TORIT INC.
-10 ___
-146.33 - e
u, `I
BOUNDARY
CURVE DATA
ADOREss 701 WEST 12TH
SOURCE OF TITLE: D.R. _ PAGE LITTLE ROCK, AR. 72204
'
INSTRUMENT No.��
r�
\ ' 87'12'3., _
------E---- 1 5.4. '
\\
CURVE 3
#
CURVE #
CURVE # 5
CURVE
# 6
CERTIFICATE OF FINAL APPROVAL
p
N 20.33'28"
_ __ _ _=
W F - - ______________
f " ----------_____ _
L54.45 +
_ c '
- 9O'JS nJ
= 9 OC 3S
- i ti
, 13 _ 7 CD
^
- G
= 91 °QO 3 '
RULES AND , THIS DOC S, AND ALL E
PURSUANT TO THE LTLE ROCK HAVING
N BEEN
THE CONDiTtON; OF APPROVAL HAJING BEEN COMPLETED, THIS DOCUMENT IS HEP.EBs
108.07
\\ 5 -1
R
= 225. 00
P = 225.00
R = 35-00
R
= 275.00
ACCEPTED. THIS CERTIFICATE IS HEREBY EXECUTED UNDER THE AUTHORITY OF SAID
RULES AND REGULATIONS.
\ al ❑
a
L =
357.03
L -- 3-7.39
- - 5
L = 69.40
L -
4 36-82
D
\
T =
228.63
T - 19.00
T = 53.50
T =
279.89
---s�!/1 LZi1942r_
ARLgNNING
----- N 86'S6'28" W
C
= 320.74
- -1C.99
'-
- ,
c _ �,�,.58
c
= 39�'.32
-- ---
DATE OF EXECUTION f,OMMISSION
10
\\ S 36'15'02" W 70.96
CY
0
58.58 ��
I
1 'P ���.
�
�
LIFICrryyTT��,,� RFF,,��ORGINc � i , •
\ e L THIS DtOMENT, NUMBER 5 _T _ FILED FOR RECORD _- 19__ . IN PLAT
\ , • LL _ "- BCX)M. 1 PAGE
NEl'
\ \\ N �G'49'3fl" W ! 9°.00 i ' {.. - , `r4/r I ...,•.^., ,,. / i , CLERK ?_ ----y--
_ \
_ N 261g'30" W G' SO
_�--- - ---'-----------
--------
20 EASEMENT -------
N 56°4.3 30" N 95. SG __---
P-94,---------- - -
W. 12TH STREET
60' R/W
VICINITY MAP
GENERAL NOTES
1, ALL BUILDING LINES ARE AS SHOWN
2. ALL DISTANCES ON CURVES ARE CHORD DISTANCES
3. ALL CORNER RADII ARE 25', UNLESS OTHERWISE NOTED.
4. ALL STREET R-O-W AND CUL-DE-SAC RADII ARE 50', UNLESS
OTHERWISE NOTED I
5. ALL EASEMENTS SHOWN ARE 10' IN WIDTH. UNLESS OTHERWISE NOTED
6. ALL EASEMENTS ON CVMMON LOT LINES ARE 10' IN WIDTH, 5' EITHER
SIDE, UNLESS OTHERWISE NOTED
7. ALL EASEMENTS ARE TO BE USED FOR UTILITIES AND/OR DRAINAGE
8. SHOW ERROR OF CLOSURE.
9. SOURE OF BEARINGS - PAGIS MONUMENT #2040
AND ACCESSORIES.
10. IRON PINS 11 /2" REBARS) SET AT ALL LOT CORNERS,
POINTS OF CURVE AND POINTS OF INTERSECTION.
STATE PLAIN COORDINATES
NORTHING I EASTING
1
I49377.702
1207065.474
2
149645 614
1206448,350
3
149659,590
1 1206178 712
4
149467.945
11_06174138
5
149489 180
1 I_ '0 I F4 445
6
149436 78'
1120`iF 570
7
149172.007
1205473.072
8
149175 793
12'05402.209
9
149128.553
1='G5367.'r'0
10
t49229.744
12105329.620
11
149221.935
1 _05475740
12
149438.570
1205712 6C'2
13
149504.782
1205714.971,
14
149644.326
1205769.996
15
149722.053
120J772.777
16
149842.538
1205907.C59
17
1499 59.7 7 5
1206355.057
18
150042 659
1207017-391
19
149769.277 11207037225
1
120
149672 044
1207074121
21
149653.207
12D7r1� j.2s�.
22
149377 137
1207085 466
E
149695.833 k
1 2064127 5
14971 2.363
120f103.684
•
FOB rl
vi
N 8873'00" W
r . N 01'41'02" E /`� 20.00
543.00
-� SE CORNER OF
SE 1/4, SW 1/4, SEC. 1
N 89'43'58" W T-1-N, R-13-W
20.00
FINAL PLAT
LO ITS 4 - 8
FREEWAY BUSINESS PARK
LITTLE ROCK,, ARKANSAS
f MCGETRICK ENGINEERING
ENGINEERING / LAND DEVELOPMENT CONSULTANTS
Little Rock, Arkcnsas 72221
JULY 7, 1995