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ARKANSAS STATE PLANE
COORDINATES
1
N
149721:911
E
1205772.77
2
N
149644.33
E
1205769.99
3
N
149504.79
E
1205714.97
4
N
149433 57
E
1205712.60
5
N
149221.94
E
1205475.74
6
N
149229.75
E
1205329.61
7
N
149532.16
E
1205337.08
8
N
149671.58
E
1205692.30
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eon pg0 17.
1p� d fit.°?Lp �Jce
Limits of 100 Year Flood as scaled
from FIRM Mop N 050181 0101 F
REVISED June 13, 2003
Letter of Map Revision, Case 02-06-2217P
L
c
d
d
INTERSTATE ROUTE 630
30 0 30 90
Scale 1" = 30 ft
CURVE
LENGTH
DEUA
TANGENT
RADIUS
C-----------------------
1 ----.,
--- . 397_10' ---
91'00 w --.--
— 254.45'
---- 250.00'
C2 _ ._
317.36' _
_91755'05* _
203,23'
200.DO'
IJ
CA
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1a1 12 'tea 9 �
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126.00,
L 0 T F.., Ln
P r'
CN
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V)
U
W
n
N
52.62'
R60.00•
CDN7545'4YW I I
LC27.45'
c
J
C1,
c
v
9 2
'LOT 3 N
I I
e /
Northeast corner
SW1/4 SW1/4
Section 1
T-1—N, R-13—W
0
O
The
O 4 a5
LOT 5
PLAT BK. E, PG. 387
1
F R225.00'
CDS21'31'13"W
LC 150.00'
/ 11�
w
R225.00'
CDS06'29'03'W
LC34.80'
w�
b
io
N
N N I3
O
N N
CERTIFICATE OF SURVEYING ACCURACY
I, PAUL M. WHITE, HEREBY CERTIFY THAT THIS
•••• PLAT CORRECTLY REPRESENTS A BOUNDARY
,,a;"�GISTER� SURVEY MADE OR VERIFIED BY ME, ALL
sns MONUMENTS REQUIRED ACTUALLY EXIST AND
1281 ARE CORRECTLY SHOWN HEREON AND THAT ALL
N 1
SURVEYING REQUIREMENTS OF THE LITTLE
ROCK SUBDIVISION RULES AND REGULATIONS
JJr®?t21tiv: '0' HAVE BEEN COMPLIED WITH.
L L,. r
DATE OF EXECUTION PAUL M. WHITE
REGISTERED LAND SURVEYOR
NO. 1281, ARKANSAS
1E"4 CERTIFICATE OF ENGINEERING ACCURACY
07 ` --
AR AN�SAS '4
CERTIFICATE OF OWNER
WE, THE UNDERSIGNED, OWNERS OF THE REAL
ESTATE, SHOWN AND DESCRIBED HEREIN, 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.
,t Ge®
e7. 7.so 3
DATE OF EXECUTION NOLA2770NWASH NGTONPROPERTIES,AVE.
AVE
0
SUITE 400
NEWPORT NEWS, VA 23607
INSTRUMENT NO. 96-64636
CERTIFICATE OF FINAL APPROVAL
REGISTEREB I, TIMOTHY E. DATERS, HEREBY CERTIFY PURSUANT TO THE LITTLE ROCK SUBDIVISION
PROFESSIONAL THAT THIS PLAT CORRECTLY REPRESENTS A RULES AND REGULATIONS, AND ALL OF THE
ENGINEER PLAN MADE BY ME, AND THAT THE CONDITIONS OF APPROVAL HAVING BEEN
0) it ENGINEERING REQUIREMENTS OF THE LITTLE COMPLETED, THIS DOCUMENT IS HEREBY
No.5033 �4 -1F ROCK SUBDIVISION RULES AND REGULA ONS ACCEPTED. THIS CERTIFICATE IS HEREBY
�+.EA 07'7 HAVE BEEN COMPLIED WITH. EXECUTED UNDER THE AUTHORITY OF SAID
RULES AND REGULATIONS.
i '1 I ZA 1.6
DATE OF EXECUTION TIMOTHY E. DATERS
LOT 4
PLAT BK. E, PG. 387
5' o -
HAVEN OF REST
I CEMETERY
R225.00'
CDS44°08'547W
LC301.69' /
R225.00'
CDS47'33' 14" W
LC320.99'
R225.00' /
CDS89239'12"W
LC26.73'
REGISTERED PROFESSIONAL DATE OF EXECUTION LITTLE ROCK PLANNING
ENGINEER NO. 5033, ARKANSAS COMMISSION
CERTIFICATE OF RECORDING
THIS DOCUMENT, NUMBER acD:Ll, 14 FILED FOR
RECORD Itj_, 20L_, IN PLAT BOOK Cn�
PAGE
• WOLYN STALEY, Circuit County Clak 8 Reno;
GENERAL NOTES:
1. 1/2" IRON PINS WERE SET AT ALL LOT CORNERS
2. ALL EASEMENTS SHOWN - - - ARE TO BE USED
.„------- --1111 FOR DRAINAGE AND/OR UTILITIES.
Some of this property is within the 100 year flood boundary as shown on the
FLOODWAY, FLOOD BOUNDARY AND FLOOD INSURANCE WORK MAP for Little Rock, Arkansas.
FIRM Community Panel $ 050181 0101 F, REVISED June 13, 2003 through Letter of
Map Revision, Case # 02-06-2217P
I s6635'05els LEGAL DESCRIPTION
W 55,00, 0.
1n PART OF THE SW1/4 SW1/4, SECTION 1, T-1—N, R-13—W, LITTLE ROCK,
In 8 N,35,01.W iG PULASKI COUNTY, ARKANSAS, MORE PARTICULARLY DESCRIBED AS:
IL_ _ 25, Building Line = N ACCESS EASEMENT 11'71 /
-�,/ COMMENCING AT THE NORTHEAST CORNER OF SAID SW1/4 SW1 j4; THENCE
`�i3 S0702'57"W, 503.00 FT. TO A POINT ON THE SOUTH RIGHT—OF—WAY LINE
20' Utility �~ / OF INTERSTATE ROUTE #630, THE NORTHWEST CORNER OF LOT 5, FREEWAY
R15.00'
y &Sign Eosement CDNIV57'40•E R14.00' / BUSINESS PARK AND THE POINT OF BEGINNING;
LC20.93' cosoo59.31•E THENCE S0702'57"W ALONG THE WEST LINE OF SAID LOT 5, 77.70 FT.
N86456'28" W LC23�
TO A POINT ON THE NORTH RIGHT—OF—WAY LINE OF FREEWAY DRIVE;
146.33' 6 THENCE, SOUTHERLY ALONG SAID NORTH RIGHT—OF—WAY LINE,
R225.00' FOLLOWING THE ARC OF A 225.00 FT. RADIUS CURVE 70 THE LEFT, A CHORD
® cas873s53'w BEARING AND DISTANCE OF S21'31'13"W, 150.00 FT.; THENCE
�,R L,� T _ LC 6.01 a 4Tw Lc1o.73 /
A 1 DRIVE
/ 16D1 / 66-26 T.; AND CONTINUING ALONG SAID NORTH RIGHT—OF—WAY LINE,
1J11, V (50' R W/ / / RIGHT FT.; THENCE SOUTHWESTERLY AND CONTINUING ALONG SAID NORTH
N86'S6'254 -----e-- RIGHT—OF—WAY LINE,. FOLLOWING THE ARC OF A 225.00 FT. RADIUS CURVE
NG AND DISTANCE OF S4733'14"W 320 99
PLAT BK. E, PG. 387
LOT 1
PLAT BK. F, PG. 711
TO THE RIGHT, A CHORD BEARI
FT.; THENCE N86'56'28"W AND CONTINUING ALONG SAID NORTH RIGHT—OF—
WAY LINE, 146.33 FT. TO A POINT ON THE SOUTH RIGHT—OF—WAY LINE OF.
SAID INTERSTATE ROUTE #630; THENCE N01'24'55"E ALONG SAID SOUTH
RIGHT—OF—WAY LINE, 302.50 FT„ THENCE N68'34'13"E AND CONTINUING
ALONG SAID SOUTH RIGHT—OF—WAY LINE, 381.60 FT.; THENCE
N57*56'02"E AND CONTINUING ALONG SAID SOUTH RIGHT—OF—WAY LINE,
94.95 FT. TO THE POINT OF BEGINNING, CONTAINING 3.2246 ACRES MORE OR
LESS.
3. LOTS WITH ROUNDED CORNERS ARE
MEASURED TO A POINT OF INTERSECTION
OF LOT LINES AND NOT POINTS ON A
CURVE.
4. DISTANCES SHOWN ALONG CURVES ARE
CHORD DISTANCES.
5. ERROR OF CLOSURE: EXCEEDS 1: 50,000
5. AREA OF LOT 1— 1.3556 ACRES
LOT 2— 1.8690 ACRES
PLA T OF
LOTS 2 & 3
FREE WA17 BUSINESS PARK
AN ADDITION TO THE CITY OF
LITTLE. R 0 CK, ARKANSAS
BEING PART OF THE S W 1 /W S W 1 /4,
SEC770N 1, T-1—N, R-13—W,
PULASKI COUNTY, ARKANSAS
JULY, 2003
® VV 1CLI1L 1J IJJ-MA Jl 11O1U AM®ltsZA MVC.
Q CIVIL ENGINEERING, LAND PLANNING do DEVELOPMENT, SURVEYING
24 RAHUNG CIRCLE LITTLE ROCK, ARKANSAS 72223
PLAT
�{ ( APT
As SFi'J`
BY:
DATE:
Job No. 03-0460