HomeMy WebLinkAboutS-0495-D Map 2CERTIFICATE OF RECORDING
This Document, number filed for
record 19 _, in Plat Book
Page
(Signed)
(Name) Clark
Curve Data - Curve No. 1 Curve Data - Curve No. 2
Radius: 361.89
Radius: 120.24'
Chord: 221.22'
Chord: 158.47'
Arc Length: 224.82'
Arc Length: 173.01'
Delta:35'36'11"
Deft:82'26'38"
Tangent 116.1T
Tangent: 105.34'
NE Comer, SW 1/4, NE 1/4
- Bar- 16, T-1-N, R-11-W
N 89030'4T W
Fouche Dam Pike
1°28'30"
OS W
176.5T
S 01°28'30" W
44.84'---
Sewer Ease.
-- -- --Hwy Marker10'
10' Sewer Ease.25'
Bldg. Line
FS
00
Lot ZA
0.82 Acres
I
Lot 28
0.96 Acres
�N
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N
cc
- J
25' Bldg. Line
i w ct
L i
72.14'
- S T W A'f r e
_
N8
W
r)
N
00
m
M
01 "28'30" W
Hwy Marker 8'Q
Sewer Ease. 6'
\ Hwy Marker
i
Lot 2C
1.18 Acres
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Project L do «.
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ITY11 ROCK OOPT IRDOITRI°l PAR" v �!y
Vicinity Map
Not To Scale
CERTIFICATE OF OWNER
We, the undersigned, owners of the real estate
„7480a shown and described herein, do hereby certify
Wgithat we have laid off, platted and subdivided,
and do hereby lay off, plat and subdivide said
NO AUDIT10fiAL EASEMENTS REQUIRE® real estate in accordance with this plat
ADDiTIONAL':A E4ENTS ARE REQUIRED
AS S ri;
BY
N81 \
oftrE:...�!.i� 15 9 8
25' Bldg. Line \
NO \ \
F'Ui(1 Drive \
(60 R/w
GENERAL NOTES
1. All building lines are a minumum of 25 feet from property lines unless otherwise noted. \ A,
2. All easements shown to be used for utilities and/or drainage are to be 10 feet in width
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.
Closure Statement closure better than 1" in 10000' \\
Lot 28 Lot 2C
Lot 2A
Commencing at the NE Comer, SW 1/4, NE 1/4, Section 16, T-1-N, R-11-W, thence
Commencing at the NE Comer, SW 1/4, NE 1/4, Section 16, T-1-N, R-11-W,
Commencing at the NE Comer, SW 1/4, NE 1/4, Section 16, T-1-N, R-11-W,
North 89°30'am West, distance of feet to a point the West ROW line
thence North 89'30'47" West, a distance of 45.00 fast to a point on the
thence North 89°30'47' West, a distance of 45.00 feet to a point on the West
an
a 1*2845.D
of Fouche Dam Pike;thence Sarah 01°28'30" West, a distance of 44.84 feet to the
to
yy� ROW line of Fouche Dam Pike. -thence South 01'28'3U" West, a distance
ROW fine of Fouche Dam Pike; thence North 01'28'30" East, a distance of 131.73
Point of Beginning; thence Sant 01'28'30" West, a distance of 176.57 feet;
of 221 Al feet to the Point of Beginning; thence South 01'28'30" West,
South to the Point of Beginning; thence Sdh 01'28'30a
thence North 88°23'48' West, a distance of 249.50 feet thence North 08'58'58"
distance of 60.00 feet; thence uth 19°3T27" West, a distance of
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
80.25 feet thence South 68'17't9" Wast, a distance of 363.64 feet;
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.
thence South 58°38'43' West, a distance of 2.35 feet to point on a
to the southeast having a radius of 120.24 feet and a central angle of 8226'33"
curve concave to the northwesthaving a radius of 361 M feet and a central
and being subtended by a chord which bears North 50'12'15" East 158.47 feet;
angle of 35°36'09" and being subtended by a chord which bears North 28'82'09'
thence northemly, northeasterly and easterty along said curve, a distance of
East 221.22 feet thence northeasterly and northemly along said curve,
173.01 feet thence South 88*3429' East, a distance of 97.64 feet to the Point
a distance of 224.82 feet to a point thence North 08'58'58" East, a distance
of Beginning. Containing 0.82 ACRES, more or less.
of 85.00 feet; thence South BWZT48" East, a distance of 249.50 feet to
the Point of Beginning. Containing 1.18 ACRES, more or less.
6iv/v
54560
of Execution Signed:
Name
Address
Source of Title: DAL Page
Instrument No.
CERTIFICATE OF ENGINEERING
ACCURACY
,ArAI,�LA /I, William L. Dean, hereby certify that
✓ this plat correctly represents a plan made
Ek1I by me, and that the engineering requirements
EA_ ' V A W ' MU1W) of the Little Rock Subdivision Rules and
Regulations have been compiled with.
S 58"3843" W
- 2.35'
Hwy Marker
Date of Execution Willem L. Dean
Registered. Professional
Engineer No. 4418
Arkansas
CERTIFICATE OF SURVEYING
ACCURACY
I, William 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 Rock Subdivision
Rules and Regulations have been compiled with.
Date 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 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 L.R. Planning
Commission
I
BIriYEY BY:
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03/26/98 98-05 N
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