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Pro^^rtv. D,-�scripti�n
a. CERTIFICATE OF OWNER
We, the undersigned, owners of the real
estate shown and described herein, do
Part of the : outheast 1,/4 of the Northeast 1/1i and nart of the Northeast
hereby certify that we have laid off,
1,14 nP the Southeast 1/i, all in Section 20, ^-2-44; 1.-13-W, Little Rock,
platted, and subdivided, and do hereby
Pulaski County, Arkansas :sore particularly lescribed as follo'gs:
lay off, plat, and subdivide said real
estate in accordance with this plat.
Starting at the Southeast corner of the Northeast 1/4 of said Section :10;
thence North -V° o West alon,, the South line of said Northeast 1/4 a distance
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of 1032.58 feet to the point of beginning; thence North 2�08,41't East 374.."'
Works
feet to the 1ior8herly line of a 90' wide Little Rock Water easenent-
thence South 41 5F'45' East along the Northerly line of sails easement 525.6,:
Date of Execution Name
feet to a Doint on the Westerly Right of `.hv line of Piedmont Lane; thence
Address���
along said Right of Way line glonq a 290.=11 foot radii; cur -re to the left, the
sag x.s
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chord of which bears South 39 35t 3" West 105.32 feet: thence .forth Bac15"rll
Source of Title: D.R. a ` Page ze9
seo 9 so?
West 277.15 feet; thence North 13 25'35" West 91.77 feet to the Point of Be Lnnilv,,
Instrument No.
containin3 2.200 acres, more or less.
b. CERTIFICATE OF RECORDING
This document, number filed for
record 19 in Plat Book
_
Page ---
(Signed)
a
Name Clerk
SOUTHEAST CORNER N0200851" E 1311.1
c. CERTIFICATE OF ENGINEERING ACCURACY
NE 1/4 SECTION 20
I, do hereby certify that
-_
T-2-N, R-13-W
this plat correctly represents a plan
made by me, and that the engineering
SOUTHEAST CORNER
requirements of the Little Rock Subdivision
ti
NEI/4 SEI/4,SEC.20
Rules and Regulations have been complied with.
T-2-N, R-13-W
(Signed)
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Date of Execution Name, RLsgistered
Professional
s
Engineer No. ,L95/3
�p
Arkansas
u7
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d. CERTIFICATE OF SURVEYING ACCURACY
Do
z
I , ,•�� ,� v /,rSo i hereby certify that
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this plat correctly represents a boundary
survey made by me and boundary markers
PIEDMONT LANE
shown hereon actually exist and their
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location, type and material are correctly
L P. F. S,� 50' R/W
shown.
CENTERLINE CURVE DATA
A = 74'
T = 200.01
R = 265.41'
NOTES' / LINE
I. ALL EASEMENTS TO BE FOR UTILITIES EVOR
DRAINAGE, UNLESS OTHERWISE NOTED.
2. EASEMENTS SHOWN --._— ip�` /
3. ALL DISTANCES ARE CHORD UNLESS �<0
OTHERWISE SHOWN. 4j in
4. IRON PINS SET AT LOT CORNERS. '
b F,
O N
LOT 10
2.200 ACRES ± 3
1.PS
pc� M
5
OD
CD
/ UTILITY &; L R KE cc Z
DRAINAGE EAIE .LENT
UTILITY 8/OR_ I
/ DRAINAGE EASEMENTS I UNABLE To SET
I.I, F _ �- 2G0 it W PIN DUE TO LAKE
N 02° 08' 41 E 374.79' P.S I251?
91.
POINT OF
BEGINNING
(Signed)
Date of Execution Name, Registered
Land Surveyor No.
9s7 , Ark.
e. 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 Certificiate is hereby
executed under the authority of said
Rules and Regulation.
Date of Execution
(Signed)
L.R. Planning
Commission
50 0 50 100
5 C A L E
Ai' I F'RO s
A A R :i 11rJ,i S
REIt; I�vT,:CE1)
PR 0Fi:;3:101NAL
B,\GI1'EE$
w . #
No.4943
L<FS LO`N�✓�I
B. MICHAEL WATSON
REGISTERED
LAND SURVEYOR
STATE OF
A R K A N S A S
NO. 957
I SIGNATURE
Mehlburger
Tanner
Renshaw
& Associates
Architects-Engi ncer s
LITTLE ROCK
EL DORADO
ARKANSAS
APRIL 11, 1983
DRAWN Br
OG
CHECKED BY:
APPROVED BY:
SCALE:
1"= 50,
DATE'
APRIL 11, 1983
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NUMBER
PROJECT
283 -
116
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SHFET NO.