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CERTIFICATE OF SURVEYING ACCURACY
Edward G. Smith, hereby certify that this
plat correctly represents a boundary survey
made by me and boundary markers shown hereon
actually exist and their location, type and
material are correctly shown.
to of Execution and G. kith
Registered Land Surveyor
No. 9, Arkansas
CERTIFICATE OF ENGINEERING ACCURACY
i. Edward G. Smith, 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
have been complied with.
CERTIFICATE OF OWNER
We, the undersigned, owners of the real es-
tate 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 or Execution
D.R. Page
Instrument No.
Address
CERTIFICATE OF FINAL APPROVAL
Pursuant to the Little Rock Subdivision Rules
and Regulations, and all of the conditions of
approval having been completed, this docu-
ment is Fe�eby accepted. This certificate is
herby executed under the authority of said
Rules and Regulations.
Date of Execution Edward G. Smith Date or Execution Little Rock Planning
Registered Professional Commission
Engineer No. 485, Arkansas
CERTIFICATE OF RECORDING
This document, number filed for
record 19_—in Prat Book
Page
FARMLL • SCMALII SLU[FlUNT CO.
EDWARD GERALD SMITH
REGISTERED
LAND SURVEYOR
STATE O�
A R KA N S A 5
NO. 9
DNn.1bA[
aSD I,. TE Of�
ARK1 SAS
REGISTERED
PR0FESSIONAL
ENGINEER
Fah 485 4`'
GERAC3S
P
N
p
THIS PROJ
ARKLA
GAS
EASEMENT APPROVED
EASEMENT RE0
1111 ZDF
DATE
eY
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LNre Rook 221 E. CODW
waatowater LmeTTsxa�T2202
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NO ADDITIONAL EASEMENTS REQ!.,"RED
ADDI.',CNAL EASEMENTS AAE REQUIRED
AS SHow) /
BY:
DATE:
CURVE DATA
L D T
I. 40056' 06" 160 0' 133.66
2. 140 57' 10" 1000, 75.19
VICINITY MAP
LEGAL DESCRIPTION
LOT 25R BLOCK5, HICKORY RIDGE
PHASE U, AN ADDITION TO THE CITY
OF LITTLE ROCK, PULASKI COUNTY,
ARKANSAS.
C5w�T
GENERAL NOTES
L L ALL EASEtJENTS TO BE USED FOR
255.84 UTILITIES AND/OR DRAINAGE
149.53 2.IRON PINS ARE SET AT ALL LOT CORNERS
&LOTS WITH ROUNDED CORNERS ARE MEASURED
TO POINT OF INTERSECTION OF LOT LINES.
4.ALL DISTANCES SHOWN ALONG CURVES ARE
CHORDS.
5.ERROR OF CLOSURE 0.85/5000
50 0 50 i00 ISO 200
I
GRAPHIC SCALE IN FEET