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ADDITION - - - -
EDWARD GERALD SMITH
REGISTERED
LAND SLjMVCYOR
STATE Uf
ARKANSAS
✓ ARk-Pyr1AS :,
� . .
REGISTERED
PROFESSIONAL
E,NGINEHa
�FO�r 485
�14k() G E R AA-9
CERTIFICATE OF SURVEYING ACCURACY
1, 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.
bate—o7--Execut on Edward G. Smith
-
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.
Date o7 Execution Edward G. Smith
Registered Professional
Engineer No. 485, Arkansas
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.
ate o F Execution
D.R. _Page
Address
Instrument No.
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 hereby accepted. This certificate is
hereby executed under the authority of said
Rules and Regulations.
ate of Executt m Little Rock Planning
Commission
CERTIFICATE OF RECORDING
This document, number , filed for
record 191— in at Book
Page
i
Name
LEGAL DESCRIPTION
Part of Lots 19, 20, 29 1t 30, West Highland Subdivision, Little
Rock, Pulaski County, Arkansas, more particularly described as:
Starting at the intersection of the north line of said Lot 20 and
the east right-of-way line of Hardin Road; thence S 0 deg.
32 min. 14 sec. E along said east right-of-way line, 234.24 Ft.
to a point; thence Southeasterly and continuing along said east
right-of-way line, being the are of a 165.99 ft. radius curve to
the left, having A chord bearing and distance of S 15 deg.
1C min. 14 sec. E, 83.87 ft. to a point; thence S 29 deg.
48 min. 14 sec. E and continuing along said east right-of-way
line 45.11 ft. to the point of beginning; thence N 41 deg.
58 min. 54 sec E, 183.23 ft. to a point; thence S 64 deg- 13
min. 04 sec. E, 195.0 ft. to a point; thence S 42 deg. 10 min.
14 see. E, 40,0 ft. to a point on the northerly right-of-way line
of Financial Centre Parkway; thence S 47 deg. 49 min. 46 sec. W
along said northerly right-of-way line, 141.25 Ft. to a point;
thence Southwesterly and continuing along said northerly right-
of-way line, being the arc of a 768.51 Ft. radius curve to the
right, having a chord bearing and distance or S 52 deg. 40 min.
53 sec. W, 129.94 ft..to a point on the easterly right-of-way
tine of Hardin Road; thence Northwesterly along said easterly
right-of-way line, being the are of a 25 ft- radius curve to the
r.4ht, having a chord bearing and distance or N 76 deg. 15 min.,
iG sec. W, 36.04 Ft. to a point; thence N 29 deg. 48 min.
14 sec. W and continuing along said easterly right-oC-way line,
155.19 Ct,.to the point of beginning, containing 51,584 sq. Ft.
or 1.1842 acres more or less.
GENERAL NOTES
I. ALL--EASE-MENTS SHOWN _A -RE TO BE USED- FGR
UTILITIES AND/OR DRAINAGE.
2. IRON PINS ARE SET AT ALL LOT CORNERS.
3. LOTS WITH ROUNDED CORNERS ARE MEASURED
TO POINT OF INTERSECTION OF LOT LINE.
4. ALL DISTANCES SHOWN ALONG CURVES ARE
CHORDS.
5. ERROR OF CLOSURE 1/6439.14,
1ty �N4(�Y�b���
25 0 50
4PHIC SCALE
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