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PRELIMINARY ENGINEERING CERTIFICATE
I, Edward G. Smith, hereby certify that this proposed
preliminary plat correctly represents a survey completed
by me, or under my supervision on 4-/
19 that the boundary lines s oh wn hereon correspond
wf t e description in the deeds cited in the above
Source of Title; and that all monuments which were found
or placed on the property are correctly described and
located.
Date of Execution Edward G. Smith
Registered Professional
Engineer No. 485 , Arkansas
CERTIFICATE OF OWNER
We, the undersigned, owners of the real estate 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 the within plat.
a6—te o Ex-# eeut1on
Source of Title: D.R.
age
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CERTIFICATE OF PRELIMINARY PLAT APPROVAL
All requirements of the Little Rock Subdivision Rules and
Regulations relative to the preparation and submittal of a
preliminary plat having been fulfilled, approval of this
plat is hereby granted, subject to further provisions of
said Rules and Regu ations.
This Certificate shall expire
Date of Execution anning Administrator
little Rock Planning Commission
LEGAL DESCRIPTION -
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Part of the SW 1/4, HE 114, and S' 114, HW l''t4, Section 4, T-1-H,
R-13-W, Pulaski County, Arkansas, more particularly described as: ._..
Starting at the Northwest corner of the SE 114, NW 1/4, said --
Section 4; thence S 0 deg. 06 min. W along the west line of said
SE 1/4, NW 1/4, 161.8 ft. to a point on the south right-of-way
line of West Narkham Street; thence East along said south right-
of-way line, 722.5 ft. to the point of beginning; thence East and
continuing along said south right-of-way line, 1,557.10 ft. to a
point; thence S 1 deg. 27 min. W. 412.55 ft. to a point; thence , SFP 1.5 f�. #
N 58 deg. 30 min. 21 sec. W. 223.89 ft. to a point; thence c�/����
Northwesterly along the arc of 847.41 ft. radius curve to the o V Y Y
left, having a chord bearing and distance of N 69 deg. 12 min. C ® m�
55 sec. W, 314.95 ft. to a point; thence Easterly along the arc E3sament Approved
of a 1,457.93 ft. radius curve to the left, having a chord
bearing and distance of N 86 deg. 02 min. 59 sec. W, 311.12 ft. Easement Required _v
to a point; thence S 87 deg. 49 min. 31 sec. W, 130.0 ft. to a
point; thence Northwesterly along the arc of a 44653 ft. radius Date
curve to the right, having a chord bearing and distance of
N 81 deg. 02 min. 59 sec. W, 173.09 ft. to a point; thence By
N 69 deg. SS min. 29 see. W, 20.0 ft. to a point; thence
Northwesterly along :he are of a 758.36 ft. radius curve to the
left, having a chord bearing and distance of N 79 deg. 40 min.
29 sec. W, 256.85 ft. to a point? thence Northwesterly along the ;.�r• /•p /��y �
arc of a 226.17 ft. radius curve to the right, having a chord V �'/1A !—
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hearing and distance of N 66 deg. 40 min. 29 sec. 1, 174.92 ft.
to a point; thence N 44 deg. 43 min. 47 sec. W- 25.49 ft. to the , _ '% {l/J� {/��%J(�U /'/j�/�/f �// /,�jj /%
point of beginning, containing 6.3605 acres more of less. ,t / / / I " 11— \ / \ / ,o4/ ' I LAI YO /�JD/ I IJI
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