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CERTIFICATE OF PRELIMINARY
SURVEYING ACCURACY
I, Joe D. White, hereby certify that
this plot correctly represents a bound-
ary survey mode of verified by me that oil
surveying requirments of the State of
Arkansas and City of LXe Rock Sub-
division Rules and Regulations have been
compiled with and a copy of said
boundary has been duly filed for record
in offices of the State Surveryor and
the Pulaski County Circuit Clerk on
19_, in Plat Book_Poge
Dote of Execution Joe D. White, Registered Land
Surveryor No. 534, Arkansas
CERTIGICATE OF PRELIMINARY
ENGINEERING ACCURACY
I, Timothy E. Deters, hereby certify
that this plot correctly represents a
plot mode by me, and that engineering
requirements of the Little Rock
Subdivision Rules and Regulations have
hove been compiled with.
Date of Execution Timothy E. Deters
Registered Professional
Engineer No, 5033, Arkansas
CERTIFICATE OF PRELIMINARY PLAT APPROVAL
All requirements of the Little Rock
Subdivision Rules and Regulations
relative to the preparation and
submittal of a preliminary plot having
been fulfilled, approval of this plat
is hereby granted, subject to further
provision of said Rules and Regulations
this certificate shall expire.
Date of Execution Planning Administrator
Little Rock Planning Commission
OWNER OR DEVELOPER
Date of Execution Nome
Address
Source of Tile D.R. _ Page
Instrument No.
REGI STf
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Legal Description
A tract of land being part of the E 1/2 of the NE 1/4 of Section 5,
qq nf T-1—N, R-13—W, in the City of Little Rock, Pulaski County,
Arkansas, and being more particularly described as follows:
wI, Commencing at the SE comer of the above said E 1/2 of the NE 1/4
Of Section 5; thence NI'31'O9'E, along the East line thereof,
�'3�.�r- 66.67 ft. to the Easterly right—of—way line of the 1-630 Extension
IY''V I •..C��If L and the point of beginning; thence olong the Easterly right—of—woy
f line of the above said 1-630 Extension the following courses and
distances; thence along the arc of curve to the right, (said curve
having a radius of 1382.39 ft. and a Delta of 17'22'00'), and a
chord bearing and distance of N3743'05'W, 417.41 ft.; thence
N28'59'54 W, 282.49 ft.; thence along the arc of a curve to the
left, (said curve having a radius of 1482.39 ft. and a Delta of
(S43'20*) and a chord bearing and distance of N31'43'59'W,
147.99 ft; thence N31'05'54'W, 104.30 ft.; thence 439'35'49'W,
52.09 ft.; thence N26'41'18'W, 109.40 ft, to the Southerly right—
of—woy line of West Markham Street; thence along the above said
southerly right—of—way line of West Markham Street. the following
courses and distances; thence N28'12'4TE, 65,11 ft.; thence
along the arc of a curve to the right, (said curve having a radius
of 532.96 ft. and o Delta of 20'001`02") and a chord bearing and
distance of N64'00'32*E, 185.10 ft.; thence N81'08'14'E. 109.77
ft.; thence 58T11.45'E, 329.58 ft. to the East line of the above
said E 1/2 of the NE 1/4 of Section 5, 1069.98 ft. to the point of
beginning, containing 9.13 Acres mom or less.
:ik.�', INC.
Scale 1" = 50 ft
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NOTE:
UNDERGROUND UTILITIES WERE LOCATED ON THESE DRAWINGS ACCORDING TO LOCATION
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MAPS PROVIDED BY THE UTILITY COMPANIES. UNDERGROUND UTILITIES SHOULD BE FIELD
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VERIFIED PRIOR TO CONSTRUCTION.
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THE 20" WATERLINE IS LOCATED WITHIN THE 80' RIGHT-OF-WAY OF (OLD) WEST
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MARKHAM. ONCE (OLD) WEST MARKHAM IS CLOSED, THE CITY SPECIFICALLY RETAINS THE
RIGHT TO USE, AND ALLOW OTHERS TO USE, THE FORMER STREET RIGHT-OF-WAY IN ITS
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ENTIRETY AS A PUBLIC UTILITY AND DRAINAGE EASEMENT.
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