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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 all
surveying requirmenls of the State of
Arkansas and City of Lltle Rock Sub-
division Rules and Regulations hove been
compiled with and a copy of said `
boundary has been duly filed for record
in offices of the State Surveryor Grid
the Pulaski County Circuit Clerk on
19_, in Plat Book _Page
Date of Execution Joe D. White, Registered Land
Surveryor No. 534, Arkansas
CERTIGICATE OF PRELIMINARY
ENGINEERING ACCURACY
J. Timothy E. Daters, hereby certify
that this plat correctly represents a
Plat mode by me, and that engineering
requirements of the Little Rock
Subdivision Rules and Regulations have
hove been compiled with.
Dote of Execution Timothy E. Daters
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. _
Legal Description
dUlulnlnrhllr
• •SRAT•••O F*• %
53
�.
11,11i t LAND
lmunNa
A tract of land being port of the E 1/2 of the NE 1/4 of Section 5,
T-1-14, R-13-W, in the City of Little Rock, Pulaski County,
Arkansas, and being more particularly described as follows:
Commencing at the SE comer of the above said E 1/2 of the rtE 1/4
of Section 5; thence N1'31'09•'E, along the East line thereof,
66.67 ft. to the Easterly right-of-way line of the 1-630 Extension
and the point of beginning, thence along the Easterly right-of-way
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 Della of 1722'W), and a
chord bearing and distance of 143743'05r W, 417.41 ft.; thence
N2659'54"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
(5'43'20') and a chord bearing and distance of N31'43'59"W.
147.99 ft; thence N31'05'54'W, 104.30 ft.; thence N39'35'49'W,
52.09 ft.. thence N2641'18'W, 109.40 ft. to the Southerly right-
of-way line of West Markham Street; thence along the above said
southerly right-ot-way line of West Markham Street, the following
courses and distances; thence N26'12'48'E, 65.11 ft; thence
along the arc of a curve to the right, (said curve having a radius
of 532.96 ftand a Delta of 20'OV07) and a chord bearing and
distance of N64'00'3YE, 185.10 ft.; thence N81'08'14'E, 109.77
ft.; thence S8711`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.
i
VOTE:
JNDERGROUND UTILITIES WERE LOCATED ON THESE DRAWINGS ACCORDING TO LOCATION
MAPS PROVIDED BY THE UTILITY COMPANIES. UNDERGROUND UTILITIES SHOULD BE FIELD
VERIFIED PRIOR TO CONSTRUCTION.
THE 20" WATERLINE IS LOCATED WITHIN THE 80' RIGHT-OF-WAY OF (OLD) WEST
MARKHAM. ONCE (OLD) WEST.MARKHAM IS CLOSED, THE CITY SPECIFICALLl RETAINS THE
RIGHT TO USE, AND ALLOW OTHERS TO USE, THE FORMER STREET RIGHT-OF-WAY IN ITS
ENTIRETY AS A PUBLIC UTILITY AND DRAINAGE EASEMENT.
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