HomeMy WebLinkAboutS-0742 Map 1CERTIFICATE OF SURVEYING ACCURACY
I, Joe D. White, 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.
Date of Execution Joe D. White
Registered Land Surveyor
No. 534, Arkansas
CERTIFICATE OF ENGINEERING ACCURACY
I, Timothy E. Daters, 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 of Execution Timothy E. Daters
Registered Professional
Engineer No. 5033, Arkansas
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CERTIFICATE OF OWNER
We, the undersigned, owners of the real es-
1 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.
Rate of Execution
D.R. Page
Instrument No.
Address
CERTIFICATE OF FINAL APPROVAL
Pursuant to the Little Rock Subdivision Rule --
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.
Date of Execution Little Rock Planning
Commission
CERTIFICATE OF RECORDING
This document, number , filed for
record L9 in Plat Book
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LEGAL DESCRIPTION
A tract of land located in the N 1/2, Section 32, T-1-N, R-12-W,
Pulaski County, Arkansas, more particularly described as:
Beginning at the center of said Section 32; thence S 0 deg.
28 min. 30 sec. W along the east line of the NE 1/4, SW 114, said
Section 32, 439.25 ft. to the intersection of said east line of
the NE 1/4, SW 1/4, and the east right-of-way line of Scott
liamilton Drive; thence Northwesterly along said east right-of-way
line, being the arc of a 737.75 ft. radius curve to the left,
having a chord bearing and distance of N 35 deg. 48 min.
30 sec. W, 513.8 ft.; thence N 56 deg. 10 min. 45 sec. W and
continuing along said east right-of-way line 5.44 ft.; thence
Northerly and continuing along said east right-of-way line, being
the arc of a 694.75 ft. radius curve to the right having a chord
hearing and distance of N 27 deg. 55 min. 16 sec. W, 659.03 ft.;
thence N 0 deg. 22 min. 18 sec. E and continuing along said east
right-of-way line 570.79 ft. to a point on the south right-of-way
line of Interstate Route No. 30; thence Northeasterly along said
south right-of-way line the following hearings and distances:
N 55 deg. 31 min. 30 sec. E, 83.28 ft.; N 62 deg. 40 min.
30 sec. E, 362.25 ft.; N 26 deg. 55 min. 30 sec. E. 33.35 ft. and
N 69 deg. 13 min. 30 sec. E. 238.97 ft. to a point on the east
line of the NW 44, said Section 32; thence S 0 deg. 3b min.
30 sec. W along said east line 1,461.19 ft. to the point of
beginning.
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/ ADDITIONAL EASEMENTS REQUIRED
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