HomeMy WebLinkAboutS-0495-D Map 6Curve Data - Curve No. 1
Radius: 361.80'
Chord: 221.22'
Arc Length. 224.82'
Delta: 35'36'11"
Tangent: 116.17'
Curve Data - Curve No. 2
Radius: 120.24'
Chord: 158AT
Am Length: 173.01'
Delta: 82'26'36"
Tangent: 105.34'
NE Comer, SW 114, NE 1/4
Sec. 16, T-1-N, R-11-W
N 89"30'4r w
45,0'
W 176.57'
131.73' 44.84' - - its
10' Sewer Ease,
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0.82 Acres
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CERTIFICATE OF RECORDING
This Document, number filed for
record , 19 _, in Plat Book
, Page
(Signed)
(Name) Clerk
l 0 25 50 100 150
1"=50'
Fouche Dam Pike
S 01621TW W S 01 °28'30" W
MaryMarker
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10' Sewer Ealae. - --' Hwy Marker 80 vV
10' Sewer Ease. Hwy Marker '
Lot 2B Lot 2C
0,96 Acres 1.18 Acres 00
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25' Bldg. Line Ct
5' Water Ease 25' Bldg. Line C\.
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N8'58 58^E - 5' Water Eat"
85.00,
N 08-58,58. E
Fluid Drive (60' R/w \
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GENERAL NOTES - -
1. All building lines are a minumum of 25 feet from property lines unless otherwise noted. - - - -- _ ��_ �28 �• 82"
2. All easementsshown to be used for utilities and/ordrainage are tobe 10 feet in width --_.__ �� 03��
--
1
unless otherwise indicated.
3. All lots having curved boundary lines are measured using chord distances.
4. All lot comers, angle points and points of curvature are marked by means of iron pins. - \
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Closure Statement: closure better than 1 in 10000 c
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Lot 2C
Lot 26
Commencing at the NE Comer, SW 1/4, NE 114. Section 16, T-1-N, R-11-W,
Lot 2A
Commencing at the NE Comer, SW 114, NE 1/4. Section 16, T-1-N. R-11-W, thence
thence North 89"30'47" West, a distance of 45.00 feet to a point on the
Commencing at the NE Comer, SW 1/4, NE 114, Section 16, T-1-N, R-11-W,
North 89'30'47" West, a distance of 45.00 feet to a point on the West ROW line
West ROW line of Fouche Dam Pike;thence South 01'28'30' West, a distance
thence North 89"30'47' West, a distance of 45.00 feet to a point on the West
of Fouche Dam Pike;thence South 01'2810" West, a distance of 44.84 feet to the
of 221.41 feet to the Point of Beginning; thence South 01'28'30" West,
ROW line of Fouche Dam Pike; thence North 01-28-30" East, a distance of 13173
Point of Beginning: thence South 01'28'30" West, a distance of 176.57 feet;
a distance of 60.00 feet; thence South 19-37'27" West, a distance of
feet to the Point of Beginning; thence South 01'28'30" West, a distance of
thence North 88'23'48" West a distance of 249.50 feet; thence North 00'58'58'
80,25 feet: thence South 68'17'19" West, a distance of 363.64 feet;
176.57 feet; thence North 88'23'48" West.. a distance of 226.24 feet; thence
East, a distance of 178.04 feet; thence South 88°2348" East. a distance of
thence South 58'38'43" West, a distance of 2.35 feet to point on a
North 08'58'58" East, a distance of 72.14 feet to a point on a curve concave
226.24 feet to the Point of Beginning. Containing 0.96 ACRES, more or less
curve concave to the northwesthaving a radius of 361.80 feet and a central
to the southeast having a radius of 120,24 feet and a ontral angle of 82'2633"
angle of 35.36'09" and being subtended by a chord which bears North 28'32'09"
and being subtended by a chord which bears North 50'12'15' East 158.47 feet
East 221.22 feet; thence northeasterly and northernly along said curve,
thence northemly, northeastery and easterly along said curve, a distance of
a distance of 224.82 feet to a point, thence North 08'58'58" East, a distance
173.01 feet; thence South 88`34'29" East, a distance of 97.84 feet to the Point
of 85.00 fast; thence South 88°23'48" East, a distance of 249.50 feet to
of Beginning. Containing 0.82 ACRES, more or less
the Point of Beginning. Containing 1.18 ACRES, more or less.
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CIVIL I
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DESIGN, INC
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Not To Scale
CERTIFICATE OF OWNER
We, the undersigned, owners of the real estate
shown and described harem, do hereby certify
that we have laid off, platted and subdivided,
and do hereby lay off, plat and subdivide said
mat estate in accordance with this plat. ,
s/1/rs�r
Date of Execution ' ne& r
n
Name
Address
Source of Title: D.R. Page
Instrument No. 96 " o f 5 3 68
CERTIFICATE OF ENGINEERING
ACCURACY
I, William L. Dean, 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 nave been compiled with.
57A _7�.1�
Date of Execution William L. Dean
Registered, Professional
Engineer No. 4418
Arkansas
CERTIFICATE OF SURVEYING
ACCURACY
I, Wiliam R. Gipson, hereby certify that
this plat correctly represents a boundary
survey made by me or verified by me, all
monuments required actually exist and are
correctly shown hereon and that all surveying
requirements of the Little Rode Subdivision
Rules and Regulations have been compiled with,
_/_ j_m 41 � 1/
Da of Execution William R. Gipson
Registered, Professional
Land Surveyor No. 1170
Arkansas
CERTIFICATE OF FINAL APPROVAL
Pursuant to the Little Rock Subdivision Rules
and Regulations, and ail of the conditions of
approval having been completed, this document
is hereby accepted. This certificate is hemby
executed under the authority of said rules and
regulations.
Date L.R. Planning
Commission
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LITTLE ROCK. ARX, N 72212
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