HomeMy WebLinkAboutS-1012-D Map 29
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PAGIS MARKER
# 2040 R
30 0 30 90
Scale 1" = 30 ft
CURVE LENGTH DELTA TANGENT RADIUS
_. --- 397_10' —--91*00'35' _...._ — 254_45' --- ---� =�
C2 _ _ 317.36' 90'55,05 203.23' 200.00'
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ARKANSAS STATE PLANE COORDINATES N�$
1 N9721.98 E 1205772.77
2 N 14149644.33 E 1205769.99
3 N 149504:71 E 1205714.97 f
4 N 14943857 E 1205712.60
5 N 149221.94 E 1205475.74
6 N 149229.75 E 1205329.61
7 N 149532.16 E 1205337.08 25' $
8 N 149671.58 E 1205692.30
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25' IIz
LOT 2
Limits of 100 Year Flood as scaled c N 06
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from FIRM Mop 050181 0101 F 1.
REVISED June 13, 2003 -= .— M
Letter of Map Revision, Case # 02-06-2217P 0,
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INTERSTATE ROUTE 630
126.00'
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Northeast corner
SW1/4 SW1/4
Section 1
T-1—N, R-13—W
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((DD � 01 ys9'�''
,' LOT 5
PLAT SK. E. PG. 387
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F R225.00'
° CDS21'31'13"
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/ A /
R225.00'
CDSW29.03' W
I.C34.80'
52.62'
R60.00'
CDN75'45'4YW I
LC27.45'
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LOT 3 "
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CERTIFICATE OF SURVEYING ACCURACY
I, PAUL M. WHITE, HEREBY CERTIFY THAT THIS
.• PLAT CORRECTLY REPRESENTS A BOUNDARY
....................
�G�STER� SURVEY MADE OR VERIFIED BY ME, ALL
�° OF ''• MONUMENTS REQUIRED ACTUALLY EXIST AND
1zs1 ARE CORRECTLY SHOWN HEREON AND THAT ALL
` SURVEYING REQUIREMENTS OF THE LITTLE
® SIGNATUK0 3 r 3 ROCK SUBDIVISION RULES AND REGULATIONS
•'sJjO HAVE BEEN COMPLIED WITH.
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DATE OF EXECUTION PAUL M. WHITE
REGISTERED LAND SURVEYOR
NO. 1281, ARKANSAS
0'/'s, A T�f p CERTIFICATE OF ENGINEERING ACCURACY
01 Ate ANSAS N
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.
DATE OF EXECUTION NOLAND PROPERTIES, INC.
2700 WASHINGTON AVE.
SUITE 400
NEWPORT NEWS, VA 23607
INSTRUMENT NO. 96-64636
CERTIFICATE OF FINAL APPROVAL
ltEG1STERED 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
%� ENGINEERING REQUIREMENTS OF THE LITTLE COMPLETED, THIS DOCUMENT IS HEREBY
,?r0TN0.5033 pelf ROCK SUBDIVISION RULES AND REGULAT ONS ACCEPTED. THIS CERTIFICATE IS HEREBY
`o.yE^ O�i01� HAVE BEEN COMPLIED WITH. EXECUTED UNDER THE AUTHORITY OF SAID
— � RULES AND REGULATIONS.
---
DATE OF EXECUTION TIMOTHY E. DATERS Zi 0
LOT 4
PLAT BK. E, PG. 387
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HAVEN OF REST
I CEMETERY
R225.00'
CDS44'08'54"W /
LC301.69'
/ R225.00'
CDS47'33' 14" W
LC320.99'
R225.00'
CDS89'39' 12" W
I I LC26,73'
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 JI
588.3b�05'E ? LEGAL DESCRIPTION
W 55.00' 0•
to PART OF THE SW1/4 SW1/4, SECTION 1, T-1—N, R-13—W, LITTLE ROCK,
p w // g Nasssos'W / G PULASKI COUNTY, ARKANSAS, MORE PARTICULARLY DESCRIBED AS:
25, Build_ L Line 0 N ACCESS EASEMENT 11'71 // / COMMENCING AT THE NORTHEAST CORNER OF SAID SW1/4 SW1/4; THENCE
S02'02'57"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 Easement CDN1fr57'40'E R14.00• BUSINESS PARK AND THE POINT OF BEGINNING;
LC20.93' CDS00.59.3TE THENCE S02'02'57"W ALONG THE WEST LINE OF SAID LOT 5, 77.70 FT.
D N86'56'28" W� Lc23.6s'
1 s TO A POINT ON THE NORTH RIGHT—OF—WAY LINE OF FREEWAY DRIVE;
THENCE -SOUTHERLY ALONG SAID NORTH RIGHT—OF—WAY LINE,
146,33' R22s.oa �� FOLLOWING THE ARC OF A 225.00 FT. RADIUS CURVE TO THE LEFT, A CHORD
F j� L� j�T jAj ® �R2o 5.00' LC673' BEARING AND DISTANCE OF S21'31'13"W, 150.00 FT.; THENCE
1 I,f i •(.� ►'j'A Y. DRIVE �5�' R�W�6D1 �� 66.26 'S7'W AND CONTINUING ALONG SAID NORTH RIGHT—OF—WAY LINE,
/ 66.26 FT.; THENCE SOUTHWESTERLY AND CONTINUING ALONG SAID NORTH
N86'56'2$"W --+1 % RIGHT—OF—WAY LINE, FOLLOWING THE ARC OF A 225.00 FT. RADIUS CURVE
TO THE RIGHT, A CHORD BEARING AND DISTANCE OF S47*33'14"W, 320.99
FT.; THENCE N86'56'28"W AND CONTINUING ALONG SAID NORTH RIGHT —OF —
PLAT SK. E, PG. 387 WAY LINE 146.33 Fr. TO A POINT ON THE SOUTH RIGHT—OF—WAY LINE OF.
LOT 1
PLAT BK. F, PG. 711
SAID INTERSTATE ROUTE #630; THENCE N01'24'55"E ALONG SAID SOUTH
RIGHT—OF—WAY LINE, 302.50 FT.; THENCE N6T34'13"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.
REGISTERED PROFESSIONAL DATE OF EXECUTION LITTLE ROCK PLANNING
ENGINEER NO. 5033, ARKANSAS COMMISSION
CERTIFICATE OF RECORDING
THIS DOCUMENT, NUMBER L0D� ia�11� FILED FOR
RECORD-1y 2, 20 5 IN PLAT BOOK C�
PAGE 2,21
_ GAl'tOM STALEY, Circuit County yak 8 Rcuo
GENERAL NOTES:
1. 1/2" IRON PINS WERE SET AT ALL LOT CORNERS
2. ALL EASEMENTS SHOWN — = = ARE TO BE USED
FOR DRAINAGE AND/OR UTILITIES.
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
FREEWAY BUSINESS PARK
AN ADDITION TO THE CITY OF
LITTLE ROCK, ARKANSAS
BEING PART OF THE S W 1 /W S W 1 /4,
SECTION 1, T-1—N, R-13--W,
PULASKI COUNTY, ARKANSAS
JULY) 2003
® VV If1L1L ll T-Jl A 111L11W & 131M®CZ4L ld 111I 9 H\ C.
CIVIL ENGINEERING, LAND PLANNING do DEVELOPMENT, SURVEYING
24 RAHUNG CIRCLE LITTLE ROCK, ARKANSAS 72223
FINAL W11AI
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BY;
DATE: J 4f
(�;- f 0 r -,:N;,---t
Job No. 03-0460