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CERTIFICATE OF OWNER
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N 0 T E S
L. 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 +
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
paid real estate in accordance with this
plat.
LUI51Z PfcOPC-RTIES, INC.
Date of Execution
8Y: BILL Z, LU61e, , PReSI DHN'T
-7 BERwYN D1ttVE
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LITTLe ROCK ARK. 72207
Source of Title: D. R. // 7S
Page / 9 Instrument
CERTIFICATE OF RECORDING
This documept, number filed
,�
for record /.p } � L9E/, in Plat Book
(. Page 31 SS
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CERTIFICATE OF ENGINEERING ACCURACY
Clerk h, ,
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.
Date of Execution
.AMUEI 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 boundary markers shown hereon actually exist and their location, type, and
material are correctly shown. ��77
/ Z/ 7/B 7 �re.� 4"
Date SAMUEL L. DAVIS
Registered Land Surveyor No. 46, Arkansas
CERTIFICATE OF FINAL APPROVAL
Pursuant to the Little Rock Subdivision Rules and Regulations, and all of tha conditions
of approval having been completed, this document is hereby accepted. This Certificate
is eby executed under theauthorityof said Rules Regulations.
Date
L. R. Panning (fommission
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L E G A L D F S C R I P T L 0 N
Part of the SW k 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
RAI 100'; thence N 69' 01' 3R";. 17.96 to the Southerly RA line of I. H. #630;
thence along said Southerly R/W the following bearings and distances: N 010 29' E
86.88'; S 870 11' E 17.34' and S 720 15' E 160.6 thence S 01` 29' W 150.0'; thence
N 870 35' W ,154.6' to the Point of Begi.nninq;
Containing 0.643 acres, more or les:
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