HomeMy WebLinkAboutZ-8262 Map 1TRACT E
PROPERTY DESCRIPTION
Part of the North 1/2 of the Northwest''/4 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 Little Rock, Pulaski County, Arkansas, being more particularly described as follows:
l 1 O
'thence uth 87 58 00" East alas the South Ilse of said
STARTING at the Southwest corner of the Northwest /< of the Northwest / of said Section 15, So g
Northwest /. Northwest /, a distance of 97.36 feet to the East right-of-way line of Shackieford 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
bearing and distance of South 710 13' 25" East 208.59 feet; thence South 57' 09' 11" East a distance of 209.87 feet; thence along a curve to the left
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 arc 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 Canter 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 Y4 Northwest'/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.
.PROJECT
LOCATION
VICINITY MAP
NTS
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 MA\ 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
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SOUTHEAST CORNER
SW 1 4 SECTION 10
-P� T-1-14, R-13-W
M POB TRACT C h D
M i N 87°53'27" W
N 89'47' W
EXI'
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A TITLE SEARCH WAS NOT CONDUCTED BY THIS SURVEYOR. I OA0 PAD I A I I IEl Al BLUM
HE MAKES NO CERTIFICATION OR IMPLIES THAT ALL EASEMENTS I AG acANDur s EAStAQT ° 1 1D•ueuwWRCHTGP Irr.DEv-aa6u
UMT PER FIAT I 1 1 WAY EASEMENT RECGTO]m -' a -3T 1/7 RE&R
UTILITY NOTE: I---- ------------- NeaoN,wse PACE z !If og_------
OR RIGHTS OF WAYS HAVE BEEN SHOWN ON THIS SURVEY. THE r47" W 64 49 M--- ------ ------ -- __ '
THE UTILITY LOCATIONS SHOWN ARE THE BEST INFORMATION GOING. - -� _ ---- _l- , L ---
SURVEYOR HAS REQUESTED A COPY OF A CURRENT TITLE AVAILABLE FROM THE RESPECTIVE UTILITY COMPANY OR THE I __ -_` `24'00' W-- 45_ P --f�= _ __--- �-
COMMITMENT WITH COPIES OF ALL. ITEMS LISTED IN SCHEDULE B, +e aMww�t xx nE----- r -
- OWNER. AT LEAST 48 HOURS BEFORE BEGINNING ___-_--------_- I I WAY EASEMENT RE49RDE0 V9 eo14�66 PR ARGE�
BE PROVIDED TO HIM. GWivtRSH l INFORMATION WAS PROVIDED CONSTRUCTION IN ANY GIVEN AREA THE CONTRACTOR SHALL `---------� AS INS. N. SSSOB Y�
CURVE DATA BY THE OWNER OF THE PROPERTY. CONTACT ALL THE APPROPRIATE UTILITY COMPANIES TO MARK � a- _ CONCRETE
? = 30'08'38" THE EXACT LOCATION OF THE UNDERGROUND UTILITIES.
T = 108.01'
R = 401.08' I OR:' I ASPH
I_ = 211.01' w �N N
_ t e
2+ S 8T2 6" E 552.76'%7fr' R t za _-- _ _ i �� I�
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till 21 1 23 --\\- - \ 24 -- \\- _ �� 'M N @
1-22 �O ISf 3 1 1 22 -- 2 1 23 1 2 1 23 i ¢ 0 0 1 GONCR I
N Ot'22'31" E 29.90' M e _ _
V 00°26'52" W 30.05' R 21 ly 4 - - - - - _ 3 1 1 22 it
_ _ I - - 2 1 z z
_ _ 325� E 4 eT201 _ __ _ 3 1 1 22 CURVE DATAFOUND 1/2" REBAR 0 RVE QATA 4 21 _ - 3 1 ? = 3T18'40"S 85'48'O6" E 95 R o ? _ 28*3615 5 20 _ _ a zt-- T = 128.67'
i G� QC�+ c�F .
50.85 M 19 1 d�� S �1 \ _ _ - 20 - a R = 381.12' �P� ��
S 87°24'16" E 51.'16 R 118 F S 5819 _ I I R = 358.72' 6 I 19 - \ - - - _ L = 248.18' VCy0�y1
�Y�41„E 19,37j I 1OS•. 1 T= 24$.t$=! - _ 11 6 I I 19 I
I 6 1 CURVE DATA N ��
17 1g3 9 �17 ~ F- 4 - - 7 I 18 _ 7 I I 18
R F 2 �� 8 17 - _ I I CURVE DAT'7�-� '2 _ 4.05'21" yak \5
is _ - - S ,t �ti - - - _ - - 8 El - 23'12' T = 9.2II'15 --3- - 9B_\ 16 - - - - T = 60.34 6 R = 320.9E{'a��(_o to I 1 �S 1 }7`�7522' 1s \ - - \ _ - _ Q93 9 L = 18.55 e
114 --- --F- - -2� t0 1 _ S \ 119_02 !n
14 2 1 3'40'42" 4' I 1a 1 I - - 10 I f is - _ 142 sS E _ 10 I S 89'18'38" E _
13 �II I�� i2 13 - ,�0' E R - - 1 f ii 1 I 14 CHAINLNK FENCE A 7G;�
TY LINE18.52 R
_n 1 S 89'40'31" Ei N 88'55'12" W 187.72' P
2i24" F .1-54' 12 MOUND 1/2' REBAR 1g.243 E12 W 18.54' M CH N 88'55'12' W 187.72' M
! I -WASHINGTON STREET (40' RAW) ti S 7gy4,14�1 FOUND 1 2ii6�R�- - \ / ET 1 2 Ali SET 1/2" REBAR
.ZS' " w FOUND /2' tEBAR / \h FlP 0.26' Ni
36' �S 89'16'12" E
2+ - - \ - - 1g, -. �NB�f2=iiEHOR 142.7 f FOUND 1/2' REBAR
a�i R 24 i 371 55 s J S z 94.09' R '-�'•� ,I 2 35- S 87'42'57" i
I _ _ 2 1 1 23 1 1 2 23 � , 371-d' R ' I " �Q gas 7537'� OLry�. Et 94.09' M \ �O hti�h
I 1 22 _ - 3 I I - - - i I _ - ! 1 - _ 2 I �� 23 73�6$' M I I 1 A6 \ I C�� ��V
1 21 I 21 /� -- 3 I 22 I 3 ��O 2 7i °7�'3 ., 5 2 1 l \
- - a 21 _ _ _ _ 13p.56' 8 E I I 130.2 3 - ' / I �\to // 1I
20 20 4 21 CURVE AT 130 g 3g E a r°�
19 - - \ - - 5 20? = 2 FOUND 1/2" REBAR 102 \
----- f 11 61 19 \T_=-7 8 I C'0%
o f l 18 I f� 7 --- 7 I t8 - -- 6-I 19 R= 353.861 1 1 S 87'42'57"\
¢ 17 I - \'1 1� 1 - - q 7 1 $91b'12" 0 51.61' M SET t c REBAR \
o i is m -9 E17 - - 17 � R 7 I S 81.49,12'RE ; i /". \ \ 03
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N I 13 I 12 t3 ---- --_I -- G\Og1i 111 I 14 -__ II -_ 101 �a IN^ rEg�1 �j \
I " o c \ - - \ \ _ _ 2 �' �A 13 - - GO P P P I I _ _ 11 1 rn I ^ 7 TRACT 5 I\\\II\`
_ `o � IN o SET i/2- REBAR
0 0 �, - 12 13 I ECUMENICAL RETIREMENT I r` ^ 10.,
1 z z w JEFFERSON STREET 40' R /W) P 0� 00 - - \ - _ 12 [3:5
Ln CENTER ADDITION
_ ( 0�g°' �P((PLAT E-836) J`c Op O / - \ 106 \ Q `v��4> !
24 - r - - -�' 0 24 _ _ \ \ - - o - - - - 3 8.196 ACRESt 5J� M o \O O> \ 107
��a Io �Q
_ w I 23 G 1� - - \ '.`.' 24 _ d- d- r� F, •�C�
2 I c3 - _ 2 I 23 = - - cal "> Fri - I ;� .cal y1 /i' C 108 ��
I _ 3 1 J 22 -- _ _ 2 1 Z 23 N •CND N N OF c) N ph r/
_ 1 3 I o I 22 l - - Q 1 I 21 0 0to o �t Too �° .7h / 09
(-- 4 0 - - - - 1 _ 3 I N I 22 I I - - 1n T
QP z z \' �\t9SETti REBA - _ U 20 - - \- _ 3 � 20 - - - - 4 �0 _ - 7 - - 4 1 a�� I SET 1/2' REBAR�� �/ \ \
_ g 19 ¢ \-- -- 5 2h 110
[=201
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t� oo CURVE DATA 7 1 I f -- 7 1 1 116 l 6 1 I 19 -- I I _ 6 1 k��� I Q
- _P = 94.95' 16
6 - - -g t7 - - _ _ 7 I I 18 - - I f 7 I �.�G00 ^c /
16 \ �z R = 282-.50) g 16 - - - - 8 [=17 \.� _
_ _ - - I (c/ ti �-
FOUND 1/2 REBAR 1 5 D ::) I _ 101 I is I- JJ \ - _ i6 - - - y�
SOUTHWEST CORNER. 15 f 1 �'' -- - - ! ! - _ 10 1 1 15 _ _ 10 15 El E - - \ 1 I ,7p� 112
NW i/4 NW / SEC _ 11 1 14 - - I I - = 1 1 I I - - I S 88'42'34" W A7 !
n 1 14 1 - 101 98.03' P /
T-1-N, R-13-W � _ _ 11 I 6J2.24'1� - - 1 I 11
_ 12 _ 13 - .6 - - i2 13 _ S 88*42'13" W �� 113R
S -5 '0 E 97,36' M _fJ�1/2' REB- A\ 12 63 FOUND 1/2' REBAR 98.03' M SET 1/2>_REBAR
SET t/2" REBAR ��� 2 FOUND 1/2" REBAR r r SET 1/2 REBAR
S 89'2T20" E 97.36' R POB IkRACT E N 8T58'00" W 1200.26' M---'8$'42'i3 �8 M N 875718" W 125.52' M
N 89'27'20" W 1199.37' R r t/z" ��N 89'Ot'03" W S 88-42'34" W 471.64' P EAST 127.15' P
68.69' M
S 88'42'34" W TRACT A
70.14' P
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Drawn by
BMW
Checked by
Date
12/27/2005
Job Number
742-1
Contact Person
BMW
Sheet Number
4/4