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N O T E S
I_. Easements may be used for utilities and/or drainage.
2. Iron pins were set or found at all Lot corners.
3. This property lies within the 100 year flood plain as out-
lined on the Flood Study maps for the area, prepared by the
U. S. .Army Corps of Engineers. The 100 year flood elevation
is 314 ft. M.S.L. Minimum floor elevation is 315 ft. M.S.L.
4. Error of Closure - 1/5000 +
CERTIFIC111E OF %JNER
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 this plat.
LU514 PROpC-RTIES, INC.
Date of Execution 8Y; $ILL 2. LU614 . PReSI DENT
7 5Gf2wYN Dit1Va
LITTLE ROCK] AR19. '72,707
Source of Title: D. R. // 7S Page / 9 Instrument --
CERTIFICATE OF RECORDING
This document, number filed for record L)in Plat Book
Page
CERTIFICATE OF ETIGINEERING ACCURACY Clerk
I, SAMUEL L. DAVIS, 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.
/2/71eZ __
Date of execution SAMUEI. L. DAVIS
Registered Professional Engineer
No. 2040 Arkansas
CERTIFICATE OF SURVEYING ACCURACY
I, SAMUEL L. DAVIS, hereby certify that this plat correctly represents a boundary survey
made by me and houndary markers shown hereon actually exist and their location, type, and
material are correctly shown.
�Z/ 7 B7{�
Date SAMUEL L. DAVIS
Registered Land Surveyor No. 46, Arkansas
CERTIFICATE OF FINAL APPROVAL
Pursuant to the Tittle Rock Subdivision Rules and Regulations, and all of the conditions
of approval having been completed, this document is hereby .amepted: This Certificate
is hereby executed under the authority of said Rules and Regulations.
Date l.. R. Planning-- Commission
I
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L F G A h DES C R I P T I O N
Part of the SW i SW �;, Section 1, T-1-N, R-13-W, in the City of Little Rock, Pulaski County,.,,'
Arkansas described as:
Beginning 651.0' north of and 213.0' east of the S. W. Corner of said Section 1, said
point being on the East R/W line of Rushing Circle; thence N 01' 29' E along said East
R/W 100'; thence N 69' 01' 38" W 17.% to the Southerly R/W line of I. fi. #630;
thence along said Southerly R/W the following bearings and distances: N 010 29' E
86.88'; S 87' 11' E 17.34' and S 72' 15' E 160.6 ; thence S 010 29' W 150.0'; thence
N 87" 35' W 154.6' to the Point of Beginning;
Containing 0.643 acres, more or less.
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