HomeMy WebLinkAboutS-1278-A Map 2S87'3+10 "E '50 -7-
Northwest corner
NW1/4 - - - - -
Section 14
T-2-N, R-14-W
ARKANSAS STATE PLANE COORDINATES
NORTH ZONE
1
N
175478.21
E
1169901.45
2
N
175467.68
E
_
1169910.51
3
N
175462.80
E
1169942.73
4
N
175487.57
E
1169991.52
5
N
1Z5431.85
E
1170013.77
6
N
175223.61
E
1169860.39
7
N
174925.54
E
1169727.72
8
N
174468.49
E
1169284.95
9
N
174193.89
E
1169167.89
10
N
154061.01
E
1169162-62
11
N
174035.39
E
1169183.29
12
N
174046.55
E
1169076.98
1
N
174070.53
E
1169102.95
14
N
174196.27
E
1169107.94
1
N
174510.09
E
1169241.72
1
N
174970.15
E
1169684.49
i
N
175228.33
E
1169800.57
1
N
175402.44
E
1169872.74
19
N
175434.99
E
1169872.68
20
N
175445.59
E
1169863.55
I
i
S8T30'36"1V
1 ii i • ■_-----
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120' AP&..L En'SEh1_NT
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Scale 1" = 100 f t
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RECIS?ERE
PROFESSIONAL
& A Excln lE�
° No.5033 tiQ�r
LC210'S9"W
,Li:217,7,2C'
R25.00'
CDS81"23'23" E
LC32.59'
R305.00'
CDN6305'09" E
70.
l `yh 2 3 OD O i
i
R25.00'
CDN00"06'17"W point of beginning
LC32.55'
R305.00' %--.- `� � R�4z 00 CDN22 3045" E - -- -
LC 188.47' LC258.64'
i
rJr
i � I
/r
R420.00' '
CDN24.12'34"E /
LC283.08'
LC323.52'
60,
\ /
10
IN
LEGAL DESCRIPTION k
/ PART OF THE Wl/2 OF SECTION 14, T-2-N. R-14-W, PULASKI COUNTY,
ARKANSAS MORE PARTICULARLY DESCRIBED AS:
STARTING AT THE NORTHWEST CORNER OF THE NW1/4, SAID SECTION 14;
THENCE 03731'00"E ALONG THE NORTH LINE OF SAID NWi/4, 7151:7
/ FT.; THENCE S01'40'35"W, 236.92 FT.; THENCE S34'31'447E, 338.06
Q FT.; THENCE S7721'30"E, 543.44 FT.; THENCE S22'40'54"W, 300.46
Fr.; THENCE SOUTHEASTERLY ALONG THE ARC OF A 286.48 FT. RADIUS
CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE OF S5732'21"E,
97.32 Fr.; THENCE S4745'36"E, 103.45 FT.; THENCE SOUTHERLY ALONG
f `10• THE ARC OF A 150.00 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING
8 THENCCETN49C•165rE525.00 FFT,.;2THE C S40`4307"EO,N389FFBEGINNING;
THENCE SOUTHEASTERLY ALONG THE ARC OF A 25.00 FT. RADIUS CURVE
TO THE LEFT, A CHORD BEARING AND DISTANCE OF S81'23'23"E, 32.59 Fr.;
R480.00' THENCE NORTHEASTERLY ALONG THE ARC OF A 305.00 FT. RADIUS CURVE TO
CDN23.05'16"E THE RIGh'f, A CHORD BEARING AND DISTANCE OF N63C3-G3-Z, 34.72 FT.;
LC341.15'\ THENCE S21'46'01"E, 60.00 FT.; THENCE SOUTHWESTERLY ALONG THE ARC
\ / OF A 245.00 Fr. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND
\\\ DISTANCE OF S36'22'27W, 258.64 FT.; THENCE SOUTHWESTERLY ALONG
THE ARC OF A 480.00 FT. RADIUS CURVE TO THE RIGHT, A CHORD BEARING
AND DISTANCE OF S24'12'34"W, 323.52 FT.; THENCE S43'54'l3'W,
638.51 FT.; THENCE SOUTHWESTERLY ALONG THE ARC OF A 420.00 FT.
/ R420.00RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF
CDS23.05'16"W S23.O5'16"W, 298.51 Fr.; THENCE SO716'19"W, 132.99 FT.; THENCE
LC298.5?' SOUTHEASTERLY ALONG THE ARC OF A 25.00 FT. RADIUS CURVE TO THE
LEFT, A CHORD BEARING AND DISTANCE OF S3854'31"E, 32.V2 FT TO
A POINT ON THE NORTH RIGHT-OF-WAY LINE OF ARKANSAS STATE HWY. # 10;
THENCE N80'05'21"W ALONG SAID NORTH RIGHT-OF-WAY LNE. 52.12 FT.:
THENCE N87, 43'28W AND CON-NUING ALONG SAID NORTH
O) LINE, 55.02 FT.; THENCEHE NORTASTERLY ALONG THE ARC OF A 25.00 FT.
14 ! RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF
�19J N47*16'20"E_35.36 FT.; THENCE N0716'19*E,125.83 FT.; THENCE
40.0_
y] ••'•�•..y1`..vL, .`,40 1;' A,-,C 0-7 A .DG I. /WIVE, Yv1 •,L -•J e.L
10) RIGHT, A CHORD BEARING AND DISTANCE OF N23-05'16"E, 341.15 FT.;
Go I ^ 1 HCN' ..L N4 1 3 E, G70.J r 1 ,,.; THENCE 'NORTHEASTERLY /DLO;\G THE
°J I _ARC OF A 420.00 Fr. RADIUS CURVE TO THE LEFT, A CHORD GEARING AND
=TANCE OF N24•112'34"E. ^83.08 FT.; THENCE NORTHEASTE-LY 'i--NC. _
R25 00' CN I 9 THE ARC OF A 305.00 FT, RADIUS CURVE TO THE RIGHT, A CHORD BEARING
1 AND C15Tl..+:CE OF `2730.45"E. 1-88•°..47 FT.; THENCE NORTHERLY ALONG
CDN47LC,35. 6 Z N THE ARC OF A 25.00 FT, RADIUS CURVE TO THE LEFT, A CHORD BEARING
LC35.36' R25.G0` -
\Q I AND DISTANCE OF N00'D6'17'W, 32.55 FT.; THENCE N40'43'07'W.
(10) CDS3a`54'31"E 13.98 FT.; THENCE N49.16'53"E. 25.00 FT. TO THE POINT OF BEGINNING.
aAlrara,: 10 ,1: G 2. 9 ACRES MORE OR I.Es-. o i .50E FT. R .436E
N8 95.-nOp: --
r 55.02 1^1,
nrnAN,��AS
STATE HIGHWA y NO.
10
J DEDI CA TION PLA T
O r*,
i
PAGIS
AZe #MK VALLEY RANCH DRIVE HIGHLANDS LANE
FICATE 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.
z/10/zna/ �� / �! Zff�
DATE OF EXECUTION FC GRASS FARM PARTNERSHIP
900 S. SHACKLEFORD
SUITE 300
LITTLE ROCK, AR 72111
INSTRUMENT NO. 94-56273
DATE OF EXECUTION JAMES FRANK LYO , JR.
TRUSTEE OF THE JAMES FRANK LYON JR. REVOCABLE TRUST
C/O WINGMEAD INC.
If 1 RIVERFRONT PLACE, SUITE 400
NORTH LITTLE ROCK, AR 72114
INSTRUMENT NO
2000-09111
CERTIFICATE OF SURVEYING ACCURACY
I, PAUL M. WHITE, HEREBY CERTIFY THAT THIS
PLAT CORRECTLY REPRESENTS A BOUNDARY
SURVEY MADE OR VERIFIED BY ME, ALL
MONUMENTS REQUIRED ACTUALLY EXIST AND
ARE CORRECTLY SHOWN HEREON AND THAT ALL
SURVEYING REQUIREMENTS OF THE LITTLE
ROCK SUBDIVISION RULES AND REGULATIONS
HAVE BEEN COMPLIED WITH.
DATE OF EXECUTION PAUL M. WHITE
REGISTERED LAND SURVEYOR
NO. 1281, ARKANSAS
CERTIFICATE OF ENGINEERING ACCURACY
I, TIMOTHY E. DATERS HEREBY CEPPFY
THAT THIS PLAT CORRECTLY REPRESENTS A
PLAN MADE BY ME, AND THAT THE
ENGINEERING REQUIREMENTS OF THE LITTLE
ROCK SUBDIVISION RULES AND RE ATIONS
HAVE BEEN COMPLIED
DATE OF EXECUTION TIMOTHY E. DATERS
REGISTERED PROFESSIONAL
ENGINEER NO. 5033, ARKANSAS
RTIFICATE_OF_-F[NAL APPROV
PURSUANT TO THE LItLE ROCK SUBDIVISION
RULES AND REGULATIONS, AND ALL OF THE
CONDITIONS OF APPROVAL HAVINr BEEN
COMPLETED, THIS DOCUMENT IS HEREBY
ACCEPTED. THIS CERTIFICATE IS HEREBY
EXECUTED UNDER THE AUTHORITY OF SAID
RULES AND REGULATIONS.
l . // -A //.
`7
,2 �o y4,,1 r,z�;r(/`Ld�
DATE OF EXECUTION LITTLE ROCK PLANNING
CCrMMI.SSON
CERTIFICATE OF RECORDING '
1-flS DO MENT, NUMBS O 22 L.Eu f •s+�aaene aea��s
RECORD�eb 27 . 20,9( IN F�T BOOK C!
PAGE_. �•+� �� ,' , C
CAROLYN STALEY " , Circuit CQ
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 117,I1IT!ES.
3. LOTS WITH ROUNDED CORNERS ARE
MEASURED TO A POINT OF INTERSECTION
CF LOT LINES AND NOT PC!NTS ON A
CURVE,
4. DISTANCES SHOWN ALONG CURVES ARE
CHORD DISTANCES.
5. ERROR OF CLOSURE: 1:133000
NO PORTION OF THIS PROPERTY IS LOCATED WITHIN THE
100 YEAR FLOOD BOUNDARY AS SHOWN ON THE FLOODWAY,
FLOOD BOUNDARY AND FLOOD INSURANCE WORK MAP
FOR PULASKI COUNTY, ARKANSAS.
FIRM COMMUNITY PANEL # 050179 0253 D, AUG. 5, 1991
AND # 050179 0261 C, MAY 16, 1983
BEING PART OF THE W 112 OF SECTIONS 14
TOWNSHIP 2 NORTH, RANGE 14 WEST
PULASKI COUNTY, ARKANSAS
FEBRUARY, 2001
FINALPLAT
Si ne
■ CIVIL ENGINEERING, LAND PLANNING & DEVELOPMENT, SURVEYING BY:4-�
,ti wig
• 24 RAHUING CIRCLE LITTLE ROCK, ARKANSAS 72223 DATp
0
Job No. 01-0052
7
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