HomeMy WebLinkAboutS-1012-A Map 3j,
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, 1�T
T-1-N, R-13-W, LITTLE ROCK, PULASKI COUNTY, ARKANSAS, BEING MORE PARTICULARLY 1�
DESCRIBED AS FOLLOWS: rCRcjTA�� 630
COMMENCING AT THE SE CORNER OF THE SE 1/4, SW 1/4 OF SAID SECTION 1, T-1-N, R-13-W; 15' EASEMENT
THENCE N 89'43'58" W 20.0O'; THENCE N 01'41'02" E 543100' TO THE POINT OF BEGINNING; I__--�0-�
THENCE N 66'31'58" W 672.77'; THENCE N 87'01'58" W 270.00'; THENCE S 01'22'02" W 191.7o'; 667•50
THENCE N 87'01'58" W 410.24'; THENCE S 02'02'57" W 52.43'; TO A POINT OF CURVATURE ON N 82-52•02,E h' �--L-� I•
FREEWAY DRIVE SAID POINT BEING THE POINT OF CURVATURE OF A CURVE TO THE RIGHT HAVING
A CENTRAL ANGLE OF 91+00'35" AND A RADIUS OF 275'); THENCE IN A SOUTHWESTERLY DIRECTION gLDG LINE _ 30' EANSMENT- ; I -
=--- - (n
ALONG THE ARC OF SAID CURVE TO THE RIGHT TO A POINT WHICH IS S 4?3W 3'14" ' 3SIGN EASEMENT 25.0' 92.32' FROM 1" = so' 20�-, __- � l
THE POINT OF CURVATURE THEREOF; THENCE N 86'56'28" W 70.96' TO A POINT OF CURVATURE ON 9 J "_ I
FREEWAY DRIVE (SAID POINT BEING THE POINT OF CURVATURE OF A CURVE TO THE LEFT HAVING A 60 o fio 20 II p
CENTRAL ANGLE OF 113'37'00" AND A RADIUS OF 35'); THENCE IN A SOUTHWESTERLY DIRECTION 7b 7 _ ---- �
ALONG THE ARC OF SAID CURVE TO THE LEFT TO A POINT WHICH IS S 36'15b2" W 58,58' FROM THE "-�9 - it
POINT OF CURVATURE THEREOF, SAID POINT ALSO BEING A POINT ON THE EAST RIGHT-OF-WAY OF 4d7 ZD 253` �-.�- I �
RODNE'r PARHAM ROAD; THENCE N 20'33'28" W ALONG THE RIGHT-OF-WAY OF RODNEY PARHAM ROAD t I Ln
00
108.07'; THENCE S 86°56'28" E 146.33' TO A POINT OF CURVATURE ON FREEWAY DRIVE (SATE) POINT I
BEING THE POINT OF CURVATURE OF A CURVE TO THE LEFT HAVING A CENTRAL ANGLE OF 91'00'35" N 73rn"�6 1 i
AND A RADIUS 225'); THENCE IN A NORTHEASTERLY DIRECTION ALONG THE ARC OF SAID CURVE TO LOT 7 jl - II THE LEFT TO A POINT WHICH IS N 47*33'14" E 320.99' FROM THE POINT OF CURVATURE THEREOF; v
t•` '
THENCE N 02'02'57" E 66.26' TO A POINT OF CURVATURE ON FREEWAY DRIVE (SAID POINT BEING �' "O I Il 4�
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
THE RIGHT TO A POINT WHICH IS N 21'31'13" E 150.00' FROM THE POINT OF CURVATURE THEREOF,
THENCE N 02'02'57" E 77.78'; THENCE N 57'56'02" E 226-95% THENCE N 73'16'02" E 40 7.20 ,0� / SLOTc'6 FT N M
THENCE N 82'52'02" E 667.50'; THENCE S 04'08'58" E 274.10'; THENCE S 20'46'58" E 104.00'; C06 9Fj / N I ,
THENCE S 45'26'36" E 26.85'; THENCE S 01'37'00" W 276.18'; THENCE N 88'23'00" W 20.00' TO <31� ,6• /' LOT 5 �'I EXACT LOCATION OF APAd-
THE POINT OF BEGINNING CONTAINING 1269 ACRES, MORE OR LESS 14800 O. FT LOT 8 ----� , RIGHT OF WAY UNDEFINED
5.56 ACRES
--50'.-SfGN EASEMENT �_- ' \
� PEE 6
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y i
I-r
L _- �
If) z?,r-; 0
J I _
W
-'
0I
0
;c
o
o
z
C,i
U--
S 86-56.28" E
146.33 -----;
V\ c 87'123G" E 135.41`
N 20'33'28" W \\ - -- _ pC
108.07 \ 5
\\ S 36-15'02" W
°J \� `, 58.58
VV
N 56'43'30" W
P,=94'
rpCOJ
- - - - - - - - - 25.0' BLDG. LINE
N 02'02'57" E "+--------- - ----- - - 104.00
E
41.57 .76 1--------- '
---------
3' "L00.0
--- �` S' UTILITY EASEMENT
- _ =' -+ -- - - - _ s 87 04 ' S 45T6'36" E
/ u PT - f '18'00•' E 670 151 - oi2 \ v
ESN :�f3f?fVE--5 1 � ' \� - 26.85
S 54'52'44t /- +�• iJ' / - ----- 23Q1 -._-ti
zo
S 35,,i rJ
.25°BLDG. LINE
\
N 87*01'58" W
�, .,�- '-- - ---------- -- �'
270.00 \
00,
(A 40' EASEMENT ` \
N J N - I 00
3
^V SLOT <4 FT 3 v �, LOT 11 \.
co
N ,
La, j N 663' -----------------
w \\
\ ,
!n1 (n _�PnFICATE. JF ENGINEERING ACCURACY �� \\�\ I O L(_1T (�
(V I N
N 87 '
p
El .7/�Y5.1 1 �uf _PATRICK M._►IeGETRIC)( _ _HERE@v cERnFr n,AT THIS :LAT CORPE \�\
01 (0 '01 58" W 41 9 r,� b - \ 5 �: L-.- RE?RE:;EN T� A PEAN NAQE B� ME. ANQ THAT THE ENGINEERING REQUNtEAIENTS OF THE
TIONS
LIED
O F - C 02.0 r " 0.24 1 \'t y e`\II _ LITTLE'ROCK SUBOI N RULEG AND kEi.ULANAVE BEENjP�N1 L`✓\`\ i O --------- ----- ___ ---
SIGNED 4
J J 5 _
�
ZI 2 57 W 1 P I ,..t1. - - �� !�t to' UTILITY EASEMENT I v)
/ \ DATE XECF I N FAME, REGISTE�R�i� ROFESS40NAL \\\
I
n l 52.43 A' 1, I', I�t. x -_- ENGINEER No. ARKANSA.= \\� I LOT
i� ''•, I`i O-4A"6 l CERTIFICATE or SURVEYING ACCURACY
i
pip
i
J r1 P/% y�\' I• - "�` �"-T-�L� '• �_HERE@1' CERTIF'f THAT THIS PLAT CGRREC iLI ---------------------------------
CL CUR YlJ' DATA REPRESENTS I BOUNDARY SLOCA MACE BY ME AND MATERIAL
ARE
MARKERS SHOWN HEREON
J +" ACTUALLY EXIST AND THEIR LOCATION, TYPE AND MATERIAL ARE CORRECTLY, SHGVMIf
J
SIG
CURVE # 1 CURVE # 2 1. . 7
/
i/ 4
♦k /
i
5
254 45 -
N 86'56'28" W
70.96
`�.----------------
�20 EASEMENT
95.3G �� ---------------------
W 12TH STREET
60' R/W
G
= 91'00'35"
4
= 910'S505"
R
= 250 00
R
200.00
L -
39710
L
317.'6
T =
254.45
T
= 203-23
C
= 356.65
C
= 285.10
CURVE 3
4 = 90'S5'05"
R = 225.00
L = 357.03
T = 228.63
C = 320 74
BOUNDARY CURVE DATA
CURVE # 4
z - 9-00, 35"
R = 225.00
L 357.39
T = 229.00
=20.99
CURVE # 5
A 13'S7'00
R 35.00
L - 6g 40
T = 53.5n
C = 5fi.58
VICINITY MAP
phi_
UAEXE TION
,�
_U NAM Z EGISTERf.0 L SURVEYOR
No.
_ ARYANSAS
-
., ,. ':• '1
CERTIFICATE OF DWNER
I
WE, THE UNDERSIGNED OWNERS OF THE REAL ESTATE SHOWN AND DESCRIBED HEREIN,
r,.
e
DO HEREBY CERTIFY THAT WE HAVE LAID OFF, PLATTED. AND SUBDIVIDED, AND DO
HEREBY
LAY OFF. PLAT, AND SUBDIVIDE SAID REAL ESTATE IN ACCORDANCE WITH
'
THIS PLAT.
ti
) •
tiv
% / SIGNED
_l7 __ _Z_L_�
DATE OF EXECUTION NAME 'ji)RIT INC.
`••••
ADDRESS 701 WEST 12TH
SOURCE OF FITLE. D.R. PAGE LITTLE ROCK, AR. 72204
INSTRUMENT N.). 94- 31r
CURVE # 6
CERTIFICATE OF FINAL APPROVAL
PURSUANT
TO THE LITLE ROCK SUBOIVI SIGN RULES AND REi,IIAL TIDNS, AND ALL OF
- 9 Du 35
THE CONDITIONS OF APPROVAL HAVING BEEN COMPLETED, THIS DOCUMENT r, HEREB'I'
ACCEPTED. THIS CERTIFICATE IS HEREBY EXECUTED UNDER THE AUTHORIT., OF SAID
R = 275.00
RULES AND REGULATIONS.
L = 436.182
T = 279.89lZ����_
Y/►�./I _____
;LD
C = 392.32
DATE OF EXECUTION R. PLANNING fOMMI`SIOr•I
c��ttn�l:#V.}t�O°ROINI;
J
•�+''•"
a
THIS DGLCLIMENT, NUMBER � _ FILEC FOR RECOEO __ �_ r 19_� ', u+ PLAT
BOOK 1,_ PAGE
PAGE
SIG NEE
yCr
I
CLERK
GENERA;, NOTES
1 ALL BUILDING LINES ARE AS SHOWN
�. ALL DISTANCES ON CURVES ARE CHORD DISTANCES
3. ALL CORNER RADII ARE 25', UNLESS OTHERWISE NOTED.
4, ALL STREET R-O-W AND CUt-DE-SAC RADII ARE 50. UNLESS
OTHERWISE NOTED
5. ALL EASEMENTS SHOWN ARE 10' IN WIDTH, UNLESS OTHERWISE NOTED
6. ALL EASEMENTS ON COMMON LOT LINES ARE 10' IN WIDTH, 5EITHER
SIDE. UNLESS OTHERWISE NOTED
7 ALL EASEMENTS ARE TO BE USED FOR UTILITIES AND/OR DRAINAGE
8 SHOW ERROR GF CLOSURE.
9. SOURE OF BEARINGS - PAGIS MONUMENT (L2040
AND ACCESSORIES.
10. IRON PINS (1/2" REBARS) SET AT ALL LOT CORNERS,
POINTS OF CURVE AND POINTS OF INTERSECTION.
STATE PLAIN COORDINATES
NORTHING
EASTING
1
149377.702
1207065 474
2
149645.614
1206448 350
3
149659.590
I 1206174 712
4
149467.945
1_06174138
5
149489180
1205164.445
6
149436 78
?05 16 2. 570
7
149172.007
1205473T72
8
149175 797
1 ^rJ� 14.2'i9
9
149128.553
1205_67.570
10
149229.744
1^05 329.620
11
149221 935
12u5475.740
12
1494 38 570
1205 )1 2 15G2
13
149504.782
1205 714 971
14
149644.326
1205-769, 996
15
14972'.053
1205 772. 777
16
149842.538
1 120.965.C,99
17
1 49959. -75 1
12063.55.057
18
150042.659
1207C'1%.391
19
149769.277
1207037 225
20
1496/2 044
1tu/0741L7
21
149653.207
1207Q93.258
22
149377.137
1207085-466
2.3
149695.833
t 206412725
,)4
149712. 363 12pr,103.6-4
POB
IX
N 01'41'02" E
543.00
N 89'43'58" W
20.00
FINAL PLAT
LO TS 4 - 8
N 88'23'00" W
20.00
SE CORNER OF
SE 1/4. SW 1/4, SEC. 1
T-1-N, R-13-W
FREEWAY BUSINESS PARK
LITTLE ROCK, . ARKANSAS
MCGETRICK ENGINEERING
ENGINEERWG j LAND DEVELOPMENT CONSULTANTS
Little Roca, Ari,arls•as 72221
JULY 7, 1995