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CERTIFICATE OF ENGINEERING ACCURACY
I, Edward G. Smith, hereby certify that this plat
correctly represents a survey and a plat made by
me or under my supervision; and that monuments
shown hereon actually exist and their location,
size, type and material are correctly shown; and
that all requirements of the little Rock Sub-
division Rules and Regulations have been fully
complied with.
Dateo xeETwar4jtoit
.or• = ^ / Registered Professional
Engineer No. 485, Arkansas
51
CERTIFICATE OF OWNER
- - 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 the within
plat.
I
aJate —o xe ton
D.R. * Page •k ht•
Address --
Contains ! = l Acres.
CERTIFICATE OF FINAL APPROVAL
Pursuant to the Little Rock Subdivision Rules and
Regulations and under the conditions of Ordinance
No. 11338, this document is given final approval by
the Little Rock Planning Commission. All the con-
ditions of approval having been completed, this
document is hereby accepted and this certificate
executed under the authority of said Rules and Regu-
lations.
Date oExecution� Planning A-&i to straT&rr-------
Department of Community Development
Little Rock, Arkansas
CERTIFICATE OF RECORDING
This document, number filed for record
19___in plat book___page__.
Name ---------
For Bill of Assurance see Deed Record Book
Page,_
LEGAL !iLSCRIPTION
Street Subdivision, Little Rock, Arkansas. more
" " = d a-,: '>tartin(; at the Northeast corner of said Tract 9, West
' civic1 on, said corner being located in the South right-of-way
c - ' hdr `t eet; thence S2005'30"W along the East line of said Tract 9,
'•J6division, '79.3 ft, to the point Of beginning; thence continue
East line of said Tract 9, West Markham Street Subdivision,
it; thence N87°54'30"W, 132.0 ft. to a point; ;the F154`24'30"l,
-.. e.le, ;=•:left alongthe arc of a 5D ri.
the left, hdvin a r � P._ '� radius c�rr� to
9 r� ar'-,< and distance of N62008'30"W, 14.41 ft. to a point:
he r.r- 176°?3'pi f+. a point; thence N87054'30"fr :?E.8% it. to a point
.y line -4 Interstate Route No. 430; thence Nf, 45'N alonng said
268.20 ft. to a point; thence 587°54'30"E, 130.14 ft. to a
S t 12.75 ft. to a point; thence Northeasterly along the arc of
t :rve to the right, having a chord bearing and distance of N)6°
Pint theme N31035'35"E, 64.2 ft, to a point; thence N580
th r,e 'oetheaster'y along the arc of a 256.48 ft. radius
r!ibrd .x;; ing and distance of N20°54140"E, 94.55 ft. to a
n'nt; nencericr 1h:esterly along the arc of a 25 ft. radius curve to the left, having
a chord nearing and di:tarce of N41n07'58"W, s9.11 ft. to d point on the South right -
line line of Mare m Street; thence Easterly along said South right-of-way
line ., fnllu `icr earn,. and distances: N87`10'30"E, 59.83 ft.; N75°55'E,
to a po 1 nt. thence Southwesterly along the arc of a 25 ft. radius curve to
the lets, having a:,0io rd bearing and distance of S40°07'30"14, 29.24 ft. to a point;
tlevice _`-out.hvresterly -long the arc of a 316.48 ft. radius curve to the right, having
a chord nearing and distance of S17°57'47"W, 149.16 ft. to a point; thence OJ58°24'25"W,
5. 1. to a point; thence S31°35'35"W 2 64• f o a point; thence Southwesterly aicny
�'- u!'r Ut a 2.75. 44 radius cuJlve to the left, h,3vin^ a chord beanand sce
50ft. to a point; thencc S87LS4'30"E, 234.4 ff..tothepoipoint of
ngrniiiny, :.ontdu:rnq 3.7403 acres more or less,
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