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CERTIFICATE OF PRELIMINARY
SURVEYING ACCURACY
I, Joe 0. White, hereby certify that
this plat correctly represents a bound-
ary survey made of verified by me that oil
surveying requirments of the State of
Arkansas and City of L.11le Rock Sub-
division Rules and Regulations have been
compiled with and o 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 Plot Book _Page
Date of Execution Joe D. White, Registered Land
Surveryor No. 534, Arkansas
CERTIGICATE OF PRELIMINARY
ENGINEERING ACCURACY
I, Timothy E. Daters, hereby certify
that this plat correctly represents a
plat made by me, and that engineering
requirements of the Little Rock
Subdivision Rules and Regulations have
have been compiled with.
Date 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 Name
Address
Source of Tile D.R. _ Page
Instrument No. _
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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,
T-1—N, 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 NE 1/4
of Section 5; thence NI'31'OTE, 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 olong the Easterly right—of—woy
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 1 T22'O(f ), and a
chord hearing and distance of N37*43'05'W, 417.41 ft.; thence
N2659'54'W, 282.49 ft.; thence along the orc of o 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 N31'05'54'111, 104.30 ft., thence N39.35'49'W,
52.09 ft.; thence N26'41'1$W, 109.40 ft. to the Southerly right—
of—way 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 N2B'12'48"E, 65.11 fl.; thence
along the orc of a curve to the right, (said curve having a radius
of 53 Z.96 fl. and a Della of 2PD0'?07) and a chord bearing and
distance of 1,164'00'32E, 185.10 ft.; thence N81'08'14'E, 109.77
ft.; thence S87.11'45'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 more or less.
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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
150 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
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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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