HomeMy WebLinkAboutS-0114-A Map 6CERTIFICATE OF ENGINEERING ACCURACY
CERTIFICATE OF FINAL APPROVAL
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F'1
CJ�GY� IJ -i'l�rJ
LI�PC� ; CIG(it
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.
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.
27
ate c�utic,r Edward u..`timith �' too Execution ATannir A&inistratbr
Registered Professional Department of Community Development
Engineer No. 485, Arkansas Little Rock, Arkansas
CERTIFICATE OF OWNER CERTIFICATE OF RECORDING
We, the undersigned, Owners of the real estate This document, number_-_ filed for record_
shown and described herein do hereby certify 19 in plat book_page
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.
Name
L Z%k .� "� #_ For Bill of Assurance see Deed Record Book
ate�xecutioonn Page_
D.R. * Page_.:. --
Address
Contains %'i Acres.
LEGAL DESCRIPTION
nani Street Subdivision, Little kuti, trkansas, n01'P
_L,;rting at the Northeast corner of said Tract 9, Wes;
v 1, on, said corner being located in the South right-of-way
c.. _� 05 3U W along the East line of said Tract c+,
, r
,4 `..he point of begs n•1'l l; thence o"'l lw,
u t I e of said Tract 9, files'_. Markham Street >ubdiv Jl,
nt. thence N .7 54'-3O"W, 132.0 ft. to a point; thence N54`24'30'�W'
r - re arc d cury
!1dVlng r (.' .^.earl++y arrd n. r'.c_ '.i :'i fiL fi'd'3J• i - i. .`} e
v7E""?3 4l",. r,U g1 ft. to a point; thence N87`54`30'', o`;."i ft. to a point
rf-way line of Interstate Route No. 430; thence ';6'45'W aiong said
ine 2E,R.?C ft. to a p,irr *•;e•nce S87`54 30':., 130.14 ft. to a
� lc iS to a D)'nT.., thF_nce NvrthE2.,L?rly along the arc of
r ft' �- CtrJe t0 the right. Y-direr a chord bearing drld distance of N16`
14� ft. ' rn'
i nt ?rCe 6k.2 t. .o g r
Northeasterly `along the a c i,4
c tt' ft `+along a ch d bearing and distance of N20`°54 4r ! " .
the .e esterly along the arc of a 25 ft. radius curve to the l,eft, having
e• d , : , uric di >tance of P441 "D ' 581-W, 39. 11 ft. to a point on the c.;+',-
orcUllpV. It
r, rLh31, r��`• tr,:=',e Ea$teriy along said South right-;,`
fine the G bea nos and distances: N87°10'30"E, 59.83 ft.; N75`55'E.
49.67 ft', to a uu r^; thence SOuthwester2 along the arc of
l havingc hnrd r;,r Y 9 a 25 ft. ra9iu5 curv>-
anc distance of S40 OJ'30"MJ, 29.24 ft. to a Pc.
m. terl nr: !�,e arc of a 316.48 ft, radius curve to the right, hav�ir;
,'+d c stance of Si7"57'47"iv, !49.15 ft. to a point; thence N58"24'25"W,
rnerce 35'35 W, E4.2 ft, to a point; thence Southwesterly a.;rne
adi;:< curve c the left, having a Chord bearing and distance
234.4 r♦ } F
c *fie UOir,t o
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