HomeMy WebLinkAboutS-1042-L Map 2N 155999.82
E 1178359.78
L
LEGAL DESCRIPTION
PART OF THE S1/2 SW1/4, SECTION 3 , T-2-N, R-13-W, PULASKI
COUNTY, ARKANSAS MORE PARTICULARLY DESCRIBED AS: STARTING AT THE
SOUTHWEST CORNER OF THE S1/2 SW1/4 SAID SECTION 31; THENCE
NOt'39'39"E ALONG THE WEST LINE THEREOF 662.29 FT.; THENCE
EASTERLY ALONG THE ARC OF A 945.00 FT. RADIUS CURVE TO THE LEFT A
CHORD BEARING AND DISTANCE OF, S85'03'31"E, 84.81 FT.; THENCE
S8737'41"E, 272.22 FT. TO THE POINT OF BEGINNING; THENCE
NO1'39'39"E, 90.01 FT.; THENCE S8737'41"E, 56.75 FT.; THENCE
SOUTHEASTERLY ALONG THE ARC OF A 695.00 Fr. RADIUS CURVE TO THE
RIGHT, A CHORD BEARING AND DISTANCE OF S61'53'11"E, 603.70 FT.;
THENCE S48'36'20"E, 71.60 FEET; THENCE EASTERLY ALONG THE ARC
OF A 85.00 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND
DISTANCE OF, S85'15'25"E, 101.48 FT.; THENCE NORTHEASTERLY
ALONG THE ARC OF A 420.00 FT. RADIUS CURVE TO THE LEI7, A CHORD
BEARING AND DISTANCE OF, N4717'25"E, 157,42 FT. TO A POINT ON
THE RIGHT-OF-WAY FOR WELLINGTON VILLAGE ROAD; THENCE
N 156071.22
E 1178718.87
S87°37'41'E
56, 75'
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N 155992.51 p O' 56.19'
E 1178444.27 N 155981.25 0
E 1178716,26 Z
R945.00'
CDS85°03'31'E
LC84.81'
`- Southwest corner
SW1/4
Section 31
T-2-N, R-13-W
2"
aluminum cap
N
155337.33
E
1178352.42
S87°37'41'E
7'37 '41"E 272.22' 55.63'
S53'30'39"E ALONG SAID RIGHT-OF-WAY LINE, 60.00 FT. TO THE
SOUTHWEST CORNER OF TRACT A, WELLINGTON VILLAGE, AN ADDITION TO
THE CITY OF LITTLE ROCK, ARKANSAS; THENCE SOUTHWESTERLY ALONG THE
ARC OF A 480.00 FT. RADIUS CURVE TO THE RIGHT, A CHORD BEARING
AND DISTANCE OF, S49'03'16"W, 208.85 FT.; THENCE SOUTHERLY
ALONG THE ARC OF A 85.00 FT. RADIUS CURVE TO THE LEFT, A CHORD
BEARING AND DISTANCE OF S22'59'08"W, 106.14 FT.; THENCE
S12'37'45"E, 74.49 FT.; THENCE S0957'34"W, 129,71 FT.;
THENCE SOUTHERLY, ALONG THE ARC OF A 95.00 FT. RADIUS CURVE TO
THE RIGHT, A CHORD BEARING AND DISTANCE OF, S03'50'47"W, 69.94
FT. TO THE SOUTH LINE OF SAID S1/2 SW1/4; THENCE N87'39'36"W
ALONG SAID SOUTH LINE, 90.30 FT.; THENCE NORTHWESTERLY ALONG THE
ARC OF A 605.00 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND
DISTANCE OF N29'12'31"W, 721.33 FT.; THENCE S01'39'39"W,
315.15 FT.; THENCE N88'20'21"W, 280.00 FT.; THENCE
N01'39'39"E, 362.00 FT. TO THE POINT OF BEGINNING CONTAINING
5.099 ACRES MORE OR LESS.
N 156068.87
E 1178775.57
R605,00'
CDS76'42'55'E
LC229,07'
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Mo
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z TRACT H
155619.40
1178705.77
NW20'21' W
280.00,
�\T N
N 155926.31
E 1178994.78
N 155611.28
E 1178985.65
VICINITY MAP
R695.00'
CDS61*53' 1 1"E
LC603.70'
A
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CDN29°12'31'W
LC721.33'
Il NR1;'CORDL;'D
SOUTH LINE SW1/4, SECTION 31, T-2-N, R-13-W
50 0 50
Sca(e 1" = 50 f
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
N 155296,69
E 1179346.79
N 155784.39
E 1179308.04
155737.04
1179361.76
A3o
N66�A$2,
36'W
R420.00'
CDN47°17'25'E
LC157.42'
150
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 CERTIFY
THAT THIS PLAT CORRECTLY REPRESENTS A
PLAN MADE BY ME, AND THAT THE
ENGINEERING REQUIREMENTS OF THE LITTLE
ROCK SUBDIVISION RULES AND REGULATIONS
O�r HAVE BEEN COMPLIED WITH.
i
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 WINROCK DEVELOPMENT CO.
2222 COTTONDALE LANE
LITTLE ROCK, AR 72203
ADDRESS
D.R. PAGE
INSTRUMENT NO. 93-84869
CERTIFICATE OF FINAL APPROVAL
PURSUANT TO THE LITTLE ROCK SUBDIVISION
RULES AND REGULATIONS, AND ALL OF THE
CONDITIONS OF APPROVAL HAVING BEEN
COMPLETED, THIS DOCUMENT IS HEREBY
ACCEPTED. THIS CERTIFICATE IS HEREBY
EXECUTED UNDER THE AUTHORITY OF SAID
RULES AND REGULATIONS.
DATE OF EXECUTION TIMOTHY E. DATERS
/ REGISTERED PROFESSIONAL DATE OF EXECUTION
ENGINEER NO. 5033, ARKANSAS
CERTIFICATE OF RECORDING
THIS DOCUMENT, NUMBER FILED FOR
�(C RECORD 19 IN PLAT BOOK
y / N 155835,43 PAGE
E 1179578.56
YY
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6O "0�
p� 9
N 155799.75
E 1179626.80
R85.00'ZLC208.85'
CDS85°15'25'ELC101.48'N 155726.65E 1179462.89
F
lY
N 155662.88
E 1179469.05
R85.00'
CDS22'59'08"W
LC106.14'
N 155565.17
E 1179427.60
N 155492.48
E 1179443.89
155362.79
1179441.71
/R695.00'
✓ CDS03'50'47"W
LC69.94'
N 155293.01
E 1179437.02
TRACT A
WELLINGTON VILLAGE
PLAT BOOK E, PAGE 419
ume v"k
A:oko UN" ��mw
I
c NO ADDITIONAL EASEMENTS REQUIRED
ADDITIONAL-ASEMENTS ARE REQUIRED
AS SHOWN
gy '�
PLAT OF TRACT H
LITTLE ROCK PLANNING
COMMISSION
LITTLE RACK
6C��aWATER WORKS
PLANS APPROVED ,
EA.SE.MENI APPROVE
Y-11
EA.3-CMENT REQUIRED -
/6^rL^1�na t"F
THE TILLAGES OF WELLINGTON
LITTLE ROCK, ARKANSAS
PARTOF THE S112 SW1/4
SECTION 31, T-2-N, R-13-W
CIVIL ENGINEERING, LAND PLANNING & DEVELOPMENT, SURVEYING
401 VICTORY STREET LITTLE ROCK, ARKANSAS 72201
PH 501-374-1666 FAX 501-374-1668
S`
/
S
ob No. 97-0449