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TRACT E
PROPERTY DESCRIPTION
Part of the North 1/2 of the Northwest'/, of Section 15, T-1-N, R-13-W, Pulaski County, Arkansas, said tract of land also being a part of the land platted
as Cottage Homes Heights Subdivision in the City of Lithe Rock, Pulaski County, Arkansas, being more particularly described as follows:
STARTING at the Southwest comer of the Northwest 1/4 of the Northwest 1/4 of said Section 15; thence South 870 58' 00" East along the South line of said
Northwest''/, Northwest'/, a distance of 97.36 feet to the East right-of-way line of Shackleford Road, said point also being the POINT OF BEGINNING;
thence along said East right-of-way line along a curve to the right having a radius of 282.50 feet, an arc distance of 183.19 feet and a chord bearing and
distance of North 170 54' 04" West 180.00 feet; thence North 010 19' 22" East along said East right-of-way line a distance of 723.01 feet; thence South
850 58' 48" East a distance of 52.76 feet; thence along a curve to the right having a radius of 401.08 feet, an arc distance of 211.01 feet and a chord
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feet; thence alon
g a curve to the e
bearing and distance of South 71 13' 25" East 208.59 feet; thence South 57 09' 11" East a distance of 209.87 a ,the g
having a radius of 358.72 feet, an arc distance of 179.09 feet and a chord bearing and distance of South 73' 40' 42" East 177.23 feet; thence South 870
12' 24" East a distance of 371.54 feet; thence along a curve to the right having a radius of 353.86 feet, an arc distance of 143.74 feet and a chord
bearing and distance of South 750 36' 18" East 142.76 feet; thence along a curve to the left having a radius of 293.86 feet, an are distance of 119.02 feet
and a chord bearing and distance of South 750 33' 12" East 118.20 feet; thence South 870 42' 57" East a distance of 94.09 feet; thence along a curve to
the left having a radius of 320.98 feet, an arc distance of 18.54 feet and a chord bearing and distance of South 890 25' 17" East 18.54 feet to a point on
the Northerly right of way line of Aldersgate Road as shown on the plat of Tract 5, Ecumenical Retirement Center Addition (Plat E-836); thence South 020
22' 40" West along the West line of said Tract 5, Ecumenical Retirement Center Addition a distance of 616.91 feet to the Southwest comer of said Tract
5; thence North 890 01' 03" West along the South line of said Northwest''/4 Northwest 1/4 a distance of 68.69 feet; thence North 870 58' 00" West along
the South line of said Cottage Homes Heights Subdivision (Plat Book 1, Page 97) a distance of 1200.26 feet to the POINT OF BEGINNING, containing
955,961 square feet or 21.946 acres, more or less.
LESS AND EXCEPT the following lands located within the Cottage Home Heights Subdivision in the City of Little Rock, Pulaski County, Arkansas, and
being more particularly described as follows:
Lot 5, 8, and 18, Block 9; Lot 8, Block 10; Lots 5, 8, 9, 10, 16, 17, 18 and 22, Block 11; Lots 5, 23 and 24, Block 12; Lots 21, 22, 23 and 24, Block 13; Lots
17 and 18, Block 14 and Lot 13, Block 16.
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VICINITY MAP
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FLOOD NOTE: BY GRAPHIC PLOTTING ONLY, THIS PROPERTY IS NOT IN A SPECIAL
FLOOD HAZARD AREA OF THE FLOOD INSURANCE RATE MAP, COMMUNITY PANEL
NO, 0501810082 F, WHICH BEARS AN EFFECTIVE DATE OF OCTOBER 19, 2001
AND IS NOT IN A SPECIAL FLOOD HAZARD ZONE. NO FIELD SURVEYING WAS
PERFORMED TO DETERMINE THIS ZONE AND AN ELEVATION CERTIFICATE MAY BE
NEEDED TO VERIFY THIS DETERMINATION OR APPLY FOR VARIANCE FROM THE FEDERAL
EMERGENCY MANAGEMENT AGENCY.
MISCELLANEOUS NOTES
BASIS OF BEARING: PAGIS MONUMENTS 2048 AND 2048-A
HORIZONTAL DATUM: NAD 83 ARKANSAS STATE PLANE NORTH
VERTICAL DATUM: NGVD 29
CURME DATAOUR4 \ a
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TRACT 3
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OB TRACT C & D
N 87'53 27" W
N 8947' W
A TITLE SEARCH WAS NOT CONDUCTED BY THIS SURVEYOR. I MP7D °� 13' "; ir'YE� Iil'' 3 - Pr.eEv
Im PER PEAT I T N E:000 r43e, PACE 32 I I 1. g n
HE MAKES NO CERTIFICATION OR IMPLIES THAT ALL EASEMENTSL----------------- _ _W-1
OR RIGHTS OF WAYS HAVE BEEN SHOWN ON THIS SURVEY. THE UTILITY NOTE: _ _ Yq7 --- - - _______ 113 , I'I.g
THE UTILITY LOCATIONS SHOWN ARE THE BEST INFORMATION fOGAPAI �L$Z�C$ 4A-�� 3.49�_M - j [_ `-'-'-----r� I
SURVEYOR HAS REQUESTED A COPY OF A CURRENT TITLE t --0 W 643.45 P f=.____ __-+ -------
AVAILABLE FROM THE RESPECTIVE UTILITY COMPANY OR THE --- --------_-- - -'
COMMITMENT WITH COPIES OF ALL ITEMS LISTED IN SCHEDULE B, 1-10wRrwAWLO_-_-- T r
BY THE OWNER OF THE PROPERTY. OWNER. AT LEAST 48 HOURS BEFORE BEGINNING I ______ ___'R" 1"__ _ _II; wArEASENERrREaRom I
CONSTRUCTION IN ANY GIVEN AREA THE CONTRACTOR SHALL ----- -'s "S'NaOo-"Q_°'_ "1NBCO(,4a0. PACE 34
CURVE DATA CONTACT ALL THE APPROPRIATE UTILITY COMPANIES TO MARK - ~
BE PROVIDED TO HIM. OWNERSHIP 1tvF0 MATION WAS VI _ _ __
I � d ----r_ ' '-------- CONCRETE
p = 30'08'38" THE EXACT LOCATION OF THE UNDERGROUND UTILITIES.
T = 108.01' a ASPH
R=401.08' �
_ L= 211.01' N`J
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7 � ��� �� 19 - --� - L= 8.18'
S8 _ _ I I R - 358.72' 6 1 1 19 - - L_ _ _ 24
f t8 ' Yi41 £ 193 j I \I pOs I IT= 248.t13 - _ I I _ _ 6 I I 19
17 7 I I 18 - - 6 I CURVE DATA
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is � - - R 1" _`- � � ry� - -- �6 t7 _ _ _ _ B E17 - I IC-U RV�� T%� n7 I T = 9.28'22" ' t5 S83 9 �\ o I 1g----T = 60.34' 6 R = 320 98' -o to I 1�S°1 a �S. - --JJJJ _ - _ 293. 9 L = 18.55' fi
- _ _ y� 22 2 . 101 1 15 Lam- 119_02
I t4 � it I 14-�73'4p ; €-7T- -- 1 I 10 I I 15 1 E S 891838 E
27 • `�- 42 14' I t4 - - _ _ 2 65 _ 10 I
t3 f R _ 1 1 tt I I 14 18.52' I� ,;
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r �_� M 13 � 3716 - 712 11 I Q S 89'g0 31 E N 88'55'12" W 187.72' P
,d F j2� 1 133 fa 18.54 M CH/ N 88'55'12' W 187.72' M
1 WASHINGTON STREET 40' R W 3 75 ��� FOUND t 2�biCR�-2`�- -?a-= T00ND 1/2' REBAR �11824. E1z r / -
SET 1/2' REBAR Flit 0.26' NW
_£ . �S 8916'12" E FOUND /2' REBAR _ `�
C 1 24 (�24 - _'-1 PTfIr=-r- 371.55 14z 7` F FOUNSD 1/2' REBAR 94.09' R ��'
1 23 - - -1 L _ _ S S8 tLLL� 371� , 1 24S 75, �33' S 87'42'�57 i /5
_ _ 37 Dim �1 94,09 M
122 ( 1 I 3 1 I I _ _ 2 I I 23 _ - I I 2 I ��� 23 730 B5, �2 /6. / I mat'G may%
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20 a CURVE DAT 130. �3 f J
1 19 1 1 g 19 _ Z0 - - _ _ 5 20 - 5 a FOUND 1/Y REBAR 5/� \ 702
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118 I �'1 �- 7 1 _ I I 6 1 1 19 R= 353.861 I S 8T42'57" E I ;1 2:1E \
17 1 - _ 8 7 1 I 18 - ,- I - - 7 I 59U'12_.01 51.61' M I I SET 1/2' REBAR / �I 103
El 42.60' R 7 1 S 89'16'12" E
= _ /� 17 - - �j 51.49' R I I 32g0 P M
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114 I NN 111 \ I i4 I I p I I �74 �° 1 - _ i I 1p1 a MIMa INr S6g2 \
13 1 M __I L -- _ _ 12 t3 - - j- cv - - P�'F N\�S�g1l 11 I I 14 - - 1 1 - - 1 0 - I N - TRACT 5 I o sµ r� \ \ 105 \
0 o v C - _ 12 <`' T3 _ - C°� 1.e t2 13 _ it �'' a'1^ ECUMENICAL REiiREMENT ^^ / �s� \ \
- - - co co o SET 1 2' REBAR
z z - = JEFFERSON STREET (40' R/W) �pY3P �o° - _ _ t2 co Lo CQJT�ETR E DDT} N �� W w o Q j \ \ 106
z 24 �'•• ``8.196 ACRES± & I" 2 O °o %'",..v.,� \ Q G
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23 - I� 2 I o I 23 �f z C - - _ � 14 N f� c� k I ENV N� po(o \ \ 108
P 3 1 w 1 22 -- -_ I I _ 2 1 1 23 I I 0 0 (N �� .(�'s �/ tr
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F�a U 21__ __ 4 wP20
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20SET 112. REB
_ -J _ - _ 5 w - - a _ _ 4 I°� IT 1/Y REBAR
1 119 by II g 19 -� Q-_ -_ 5 20 h \ 110
118 -moo I 1 I I 61 1 19
_ I I CURVE DATA "7 I I 7 1 m I 18 I I -- 6 1 I t9 -_ I --
17 - O - 3--7 99 8 - IF
- - 7 1 I 18 _ - 1 - - 6 I 1� �C I \� �� 1E.•zs�E '. \_` 111
94.95
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FOUND t 2' REBAR I 5 -A D c) 1�3a9 5 - _ _ _ - - _ - 9 16 - - 8 I (L�\ /
/ _ cb1 _ 101 1 1 II 15 J�__� s I 1 0. 112
SOUTHWEST CORNER 1 O _ _ - - 10 1 i E - - ^� , /
NW 1/4 NW 1/4 SEC. 15 � 11 I 1 14 1 I - _ 1 1 - - 101 1 t5 1 1 I S 88'42'34` W oh
_ 1t 1 I 14 10 I 98.03' P "S A,
T-i-N. R-13-W - - - 6 - - 1 1 71 I 6J2.24' AR - - t1 I S 88'42'13' W �� 113R t2 13 .61' M 12 �--13 - - FOUND 1 REBAR 98.03' M SET 1/2' REBAR
S 87'58'00" E 97.36' M I eFniun 1/z' amAR t2 _63 12 FOUND 1/2' REBAR
SET i/2' REBAR -� gg'42'j3� 71 68'� M N 87'57.18" W 12 1SET 1/2' REBAR
S 8927'20" E 97.36' R POB TRACT E N 87 58'00` W 1200 26' M
SET 1/2 REBAR - 5.52 M
N 89'27'20" W 1199,37' R N 89'0103 W S 88'4234" W 471.64' P EAST 127.15' P
68.69' M
S 88'42'34" W TRACT A
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Revisions
TRACT E
Drown by
BMW
Checked by
Job Number
742-1
Contact Person
BMW
I
iDate
12/27/2005
Sheet Number
4/4