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.`� Ind ai; ryfi ] D7'� s�J ¢Fti,� 2 r q� 1. DISTANCES : HOWN Al,ONG CURVES ARE CUORD DISTANCF;.
d i � O .�In ' I 2. RADII OF LOT LINES AT STREET INTERSECTIONS ARE 25'
72°444 ^,? 3'f I UNLF,SS OTITERWISE SHOWN. ---
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GIN Deed Dated October 25, 1,972
Recorded November 17,1972 Book 1221, Page 371
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WDeed Dated February 14
Ca/ � e/-
Recorded February 4,1974Book 1279, Pm(Ie 401
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LEGAL DESCRIPTION / I /Li ' 2/S. 7 3
Descri
tion of a '"Tact of Land 1y� file SEL SE1k NW
�s S:a�s
p _
s
� G o � /�i 2
�+� s 5E3; Section 11, 'township 1 South Range 13 t•iest F�ilask 1 I
County, Arkansas and more particularly described as:
Startling at
the Northeast corner of the SEII SF}a
Section 11;
TI:TIJCE S89 39'
55" W for 1,118.70 feet to the Point
of Beginning;
THENC_'E S550 07'
51" W for 100.36 feet;
THENCE along a
cure to the right having radius of
' by a chord
bearing
N37 56' 04" W for 9.73 feet to an ironn min;
pin;
THENCE S530 42'
THEfKF
W for 50.0 feet to an iron oin;
having
�Z_
I
aloes a
cure to the left a radius of 220.56'by
a chord
bearing
S41 45' 21" E for 41.94 feet to an iron pin;
�/s / /
L O C/!7 / Z T 5 /C�,
THIUX S480 53'
said SE%
47" W for 137.70 feet to an iron pin
S&L, Section 11;
on the West line of
2
THUX-E N36° 41'
20" W for 248.23 feet to an iron pin
on the South line of
/-
0 �1'FO/zi J/,�! L L f Y
10 / Ti ON
said N *
SEA Section 11;
THENCE S890 39'
55" W for 283.64 feet to an iron pin;
�N/0
THENCE NOOO 20'
THENCE NO1° 53'
05" W for 120.0 feet to an iron pin;
44" W for 50.02 feet to an iron pin;
_
O� ,
2
OT'GS�
/
,'ei=iB3.97
THENCE N000 21' 05" E for 91.44 feet to an iron in; - -
THENCE S890 38' 55" E for 120.0 feet to an iron pin; �/u7__/_✓__ ��`�/�/LL /n^/YG S `0)/VN
TE9110E NOOO 21' 05" E for 30.6 feet to an iron pin; /LC� eE QN
THENCE S890 38' 55" E for 200.0 feet to an iron pin;
TONCE SOOO 21' 05" W for 50.0 feet to an iron pin; .4 L Z_ / IV
Ti994CM S750 53' 54" E for 192.39 feet to a point on a curve to the right
having a radius of 208.94' ; .5�/�1 S� /Q N�'1/� ,5� S�Y�d S� ��l �!-
THENCE along said curve by a chord bearing S250 19' 53"11 for 30.96 feet TDIN/l/S///� /y
to an iron pin;
THENCE S700 18' 25" E for 154.97 feet to an iron pin;
'IYi13•KE Soo 29' 40" W for 109.27 feet to the Point of Beginning;
ERROR OF CLOGURE:
Containing 4.13 acres, more or less. - This Phase Boundary was prepared by i.ntornal r.�lcul;ilior:
within a total project boun,':iry survey :• it ii ,10.nre of
I - 0100.
CERTIFICATION OF ENGINEERING ACCURACY
I hereby certify that this plat rep-
resents a survey and a plan made by me;
that all monuments shown hereon actually
exist and their location, size, type and
material are correctly shown; and that
all engineering requirements of the Lit-
tle Rock Subdivision Rules and Regulations
have been fully complied with.
Date of Execution Reg. PYrof.Engineer
#848 (AR)
ARTHUR H. THOM M
REGI5TERED
LAND SURVEYOR
SIATL U,'
ARK ANSA
NO. 6
CERTIFICATE OF OWNER
We the undersigned, Owner of the Real Estate
shown and described hereon, 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.
'I7;e Crestwood Company, an Arkansas Partnership
by General Properties, Inc., its Managing Partner.
CERTIFICATE OF FINAL PLAT APPROVAL
Pursuant to the Little Rock Subdivision
Rules and Regulations, All of the con-
ditions of approval having been completed
this document is hereby accepted and this
certification executed under the authority
of said Rules and Regulations.
to Of EKOK -- sUai7sion Adm. C ty o
,rule Rock, Arkansas
S4
CTRTIFICATE OF SURVEYIN; AC(,'URACY
I, hereby certify
that s p at correctly represents a
boundary survey made by me and bou i&u y
markers shown hereon actually exist and
their location, type and material are
correctly shown.
Date Arthur H. Thomas, R g.L�and
Surveyor No. 6 AR
o,�
PROFESSIONAL
ENGINnR
tint*
•9 Na. ma
aPS
CEI7CIFICATE OF RECORDIW
This Document, Number
filed for record
at o'clock M, r
in plat book
Page
Name Clerk
For bill of assurance see deed Record
Book Page
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