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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,
plot
and
subdivide said real estate
in accordance with
this
plat.
Date of Execution Name
Address
Source of Title:
Instrument No.
CERTIFICATE OF SURVEYING ACCURACY
1, LANE HOLISLEY , hereby certify that
this plat correctly represents a boundary survey made
or verified by me, all monuments required actually exist
and are correctly shown hereon and that all surveying
requirements of the Little Rock Subdivision Rules and
Regulations hove been complied with.
Date of Execution RANDALL LANE HOLISLEY
Registered Professional
Land Surveyor
No. 1457
Arkansas
CERTIFICATE OF PRELIMINARY ENGINEERING ACCURACY:
TRACT E
I hereby certify that this plat represents a plan made by me; and that all
PROPERTY DESCRIPTION
engineering requirements of the morrilton subdivision rules and regulations have
been fully complied with.
Part of the North 1/2 of the Northwest Y of Section 15, T-1-N, R-13-W, Pulaski County, Arkansas, said tract of land also being o part of the
(a
land platted as Cottage Homes Heights Subdivision in the City of Little Rock, Pulaski County, Arkansas, being more particularly described as
Late o execution a in
follows:
Registered Professional
GRAPHIC SCALE IN FEET
Engineer
No. 12169, Arkansas
STARTING at the Southwest corner of the Northwest Y of the Northwest Y2 of said Section 15; thence South 87% 58' 00" East along the South
line of said Northwest Y Northwest Y2 a distance of 97.36 feet to the East right-of-way line of Shockleford Road, said point also being the
60' 0 60
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
CERTIFICATE OF FINAL APPROVAL
183.19 feet and a chord bearing and distance of North 17% 54' 04" West 180.00 feet; thence North 01% 19' 22" East along said East
DATE OF SURVEY: 12-27-05
Pursuant to the Little Rock Subdivision Rules and
right-of-way line a distance of 723.01 feet; thence South 85% 58' 48" East a distance of 52.76 feet; thence along a curve to the right having a
OWNER/DEVELOPER:
Regulations, and all of the conditions of approval having
radius of 401.08 feet, an arc distance of 211.01 feet and a chord bearing and distance of South 71% 13' 25" East 208.59 feet; thence South
JACOB CHI, PRESIDENT
been completed, this document is hereby accepted.
This certificate is hereby executed under the authority
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
ROWAN DEVELOPMENT LLC
of said rules and regulations.
a chord bearing and distance of South 73% 40' 42" East 177.23 feet; thence South 87% 12' 24" East a distance of 371.54 feet; thence along a
641 OLD HICKORY BLVD, #111
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 75% 36' 18" East
BRENTWOOD, TN 37027
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
Date of Execution L.R. Planning
South 75% 33' 12" East 118.20 feet; thence South 87% 42' 57" East a distance of 94.09 feet; thence along a curve to the left having a radius
Commission
of 320.98 feet, an arc distance of 18.54 feet and a chord bearing and distance of South 89% 25 17 East 18.54 feet to a point on the
Northerly right of way line of Aldersgote Road as shown on the plat of Tract 5, Ecumenical Retirement Center Addition (Plat E-836); thence South
n
CERTIFICATE OF RECORDING 02% 22 40 West along the West line of said Tract 5, Ecumenical Retirement Center Addition a distance of 616.91 feet to the Southwest corner
This document, number filed for record of said Tract 5; thence North 89% 01' 03" West along the South line of said Northwest Y2 Northwest Y2 a distance of 68.69 feet; thence North
12-, in Plat Book , Page 87% 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.
(Signed) 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:
Clerk 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.
I I II I �.N 85054'19" WFOUND 1/2"
FLOOD STATEMENT: Y GRAPH PLOTTING ONLY THIS PROPERTY IS NOT IN A SPECIAL
IV 52.75 REBAR E B IC E
FLOOD HAZARD AREA OF THE FLOOD INSURANCE RATE MAP, COMMUNITY PANEL
I III Il IIII tf�J 1 NO. 0501810082 F, WHICH BEARS AN EFFECTIVE DATE OF OCTOBER 19, 2001
III _ II R --
- AND IS NOT IN A SPECIAL FLOOD HAZARD ZONE. NO FIELD SURVEYING WAS
C4
I III 4 - PERFORMED TO DETERMINE THIS ZONE AND AN ELEVATION CERTIFICATE MAY BE
� EEDED TO VE I ETER INATION OR APPL FOR V E FROM THE FEDERAL
NUMBER
BEARING
DISTANCE
L1
N 89°39'07' W
18.56'
L3
N 01°s9'34' E
L3
N 30°59'01' W
38.89'
38.89'
L4
S 01 °59'33' W
L5
S 23°56'OB' W
7884'
7E.
LINER FEET OF PUBLIC STREETS
1563
LINER FEET OF PRIVATE STREETS
2853'
AVERAGE LOT SIZE
0.430 ACRES
MINIMUM LOT SIZE
0.9625 ACRES
OF LOTS
41
TRACTS (OPEN SPACE)
4
SOURCE OF WATER SUPPLY
CENTRAL ARKANSAS WATER
MEANS OF WASTEWATER DISPOSAL
LITTLE ROCK WASTEWATER
NUMBER
I BEARING
DISTANCE
L6
N 23056'08' E
76.12'
L7
N 23056'08' E
82.87'
LB
S 23°56'08' W
7B.84'
L9
N 23056'08' E
11.42'
L70
S 23°56'08' W
73.67'
NUMBER
BEARING
DISTANCE
111
N 02°47'33' E
3233'
64.91'
65.21'
L12
S 02°20'35' W
L13
N 02°4733' E
I III
I III II I
I III II 113
I III II I ti -
N RIFY TH S D M Y ARIANC
FOUND 1/2" EMERGENCY MANAGEMENT AGENCY.
REBAR UTILITY NOTE:
\ THE UTILITY LOCATIONS SHOWN ARE THE BEST INFORMATION AVAILABLE FROM THE
RESPECTIVE UTILITY COMPANY OR THE OWNER. AT LEAST 48 HOURS BEFORE BEGINNING
0.920T 1 ; y CONSTRUCTION IN ANY GIVEN AREA THE CONTRACTOR SHALL CONTACT ALL THE
ACRES S�° APPROPRIATE UTILITY COMPANIES TO MARK THE EXACT LOCATION OF THE UNDERGROUND
(COMMERCIAL/OFFICE) ��AA+ UTILITIES.
NUMBER
DELTA ANGLE
RADIUS
ARC LENGTH
TANGENT
DEGREE OF CURVE
CHORD DIRECTION
CHORD LEI
Cl
68003'46'
25.00
29.70
16.88
229°10'59'
N 57°58'01' E
27.98
c2
111056'14'
10.00
19.54
14.81
572057'28'
N 32°01'59' W
16.57
G3
68°03'46'
10.00
11.88
6.75
572057'28'
S 57°58'01' W
11.19
ca
111°56'14'
15.00
29.31
22.21
381058'19'
S 32001'59' E
24.86
cs
68°03'46'
15.00
17.82
10.13
3a1°58'1s'
N 57°58'01' E
16.79
cs
m°ss'14'
15.00
zs.31
22.21
381°58'19'
s 3z°at'ss' E
24.86
C7
68°03'46-
0.00
11.88
6.75
572°57'28'
S 57°58'Ot' W
11.19
111°56'14'
10.00
19.54
14.81
572°5T28:
N 32°01;59' W
1R57
60' R/W
t6 233-22'
I II j
�A_ t 234, 27'
\ i IIII II I
\ I IIII I
\ I IIII I
II ml
PROPOSED PUBLIC STREET
N 89°02'40" W 354.32'
I II Jill I LOT 2
(CO
II IIII I o 1.5435 ACRES
I II IIII I MERCIAL/OFFICE)
I II IIII I
III Illil�oj 3
.;r LLOO
II IIIII � I °
II IIp 1.0 1
0
Cn
<
II IIIII I CO
�� IIII
III •
II Ill �
ff -11�1y --1-
11 III
II I I
II IIII 1 S 89°53'2�
PHASE
I
ll I
II I I LOT 3
111 j 0.67 I (COMMERCIAL/OFFICE(
II I I I
I I
I _
I III'
I III
11 S T 1 2j� REBARI� P
1 I ` I 97.98'
�l
I
I I .2849 CRIES
Ln
FOUND 1 / 2" REBAR
SOUTHWEST CORNER \ \
NW /4NW1 /4 \
SEC 15 T-1-N R-13 W
PUBLIC STREET
- S 8 52 E.-
9 . Y, SET 1/2' REBAR
6' TALL OP1
ON SOUTH
OPEN SP
0,2489 AI
70.64
70.18'
�3
M
M 3
o OPEN SPACE
0.9458 ACRES ,40
A
rn/
LOT4
3.4576 ACRES
(MIXED USE BUILDING)
0
(CO2.02099 ACRES
MMERCIAL/OFFICE)
FOUND 1/2"
REBAR
S 19038'47" W 27.90'
C43 FOUND 1/2"
-� REBAR
ONTNORTHPPROPERTYELIND FENCE
1q
88000'06" W 142.73'
N 87°72 27" W FOUND 1/2"
_ 1/2'
LOT 6 `'' `N :77�% EBAR
1.0773 ACRES o t� ` FOUND 1/2"
(TOWN HOMES) z m w �� FOUND 1/2" REBAR
n �
Kam+
SITE_
VICINITY MAP
v z1
NUMBER
DELTA ANGLE
RADIUS
ARC LENGTH
TANGENT
DEGREE OF CURVE
CHORD DIRECTION
CHORD LENGTH
C20
90°00'00'
20.00
31.42
20.00
286°28'44'
N 21°03'52' W
28.28
C21
15023'28'
180.00
48.35
24.32
31°49'52'
N 16014'24' E
48.21
C22
8Y27'14'
20.00
29.13
17.04
286°28'44'
N 50°76'17" E
26.62
C23
90°4739'
20.00
31.69
20.28
286°28'44'
S 42036'17* E
28.48
C24
21°08'35
50.00
18.45
9.33
114°35'30'
S 1Y21'50' W
18.35
C25
70022'01'
20.00
24.56
14.10
28662T44'
N 52°49'06' W
23.05
C26
52*3921'
180.00
165.37
89.04
31049'52'
N 43057'16" W
159.62
C27
18°46'14'
180.00
5B.97
29.75
31049'52'
N 79039'34' W
58.71
C28
18°46'14-
120.00
39.31
19.83
47644'47'
N 79°39'34' W
39.14
C29
57°36'03'
120.00
120.64
65.97
47°44'47'
N 41028'25' W
115.62
C30
26°08'56'
120.00
54.77
27.87
47'44'47'
N 37°DO'36' E
54.29
C31
24°28'08"
120,00
51.25
26.02
47044'47'
N 11°42'04' E
50.86
C32
44003'5Y
180.00
138.43
7284
31°49'52•
N 70023'15' E
135.05
C33
24°25'11'
180.00
76.72
38.95
31049'52'
N 36*08*43' E
76.14
C34
90400,00,
20.00
31.42
20.DG
286028'44'
N 68°56'08' E
28.28
C35
90600'00'
20.00
31.42
20.DO
286°28'44'
S 21°03'52' E
28.28
C36
111°56'14'
40.00
78.15
59.23
143°14'22'
S 32°01'59' E
66.30
C37
68°03'46'
50.00
59.40
33.77
114035!30'
N 57'58'01' E
55.96
C38
21°35'33'
62.50
23.55
11.92
91°40'24'
N 13008'21' E
23.41
C39
90020'41'
50.00
78.84
50.30
114°3530"
N 42949'46' W
70.92
C40
26*3614'
120.00
55.51
28.26
47*44'47'
N 79010'05* E
55.02
C41
24*11'l2•
28207
119.07
60.44
20018!45'
N 75*3S14' W
118.19
C42
23°11'26'
355.18
143.76
72.88
16°0T53'
N 75°36'44' W
14278
C43
2T03'42'
378.83
178.93
91.17
15*07'27*
N 73°40'36' W
177.27
C44
2900544'
415.21
21 D.85
107.75
13°47'57'
N 71*21'18' W
208.59
C45
38°20'28'
274.32
183.57
95.37
20°53'73'
S 17°52'19' E
180.16
C46
90'20'35'
20.00
31.54
20.12
286°28'44'
N 4305223' W
28.37
C47
89°39'09'
20.00
31.29
19.88
286°28.44-
S 46°0745' W
28.20
94.
ROPD
N 88000'06" W 318.62'
z
OPEN SPACE
GPI
1.9096 ACRES
EMERGENCY ACCESS DRIVE
-.,.--•
PROPOSED PUBLIC STREET
J
REINFORCED TURF
6 `
CRASH
S 88°00'O6" E 249.44'
N
N 88°00'O6" W 341.20'
GATE
PROPOSED PRIVATE STREET
329.65
0
�o
50.33'
40'
! -
I 40' i 40' , 40' it
--
40' j
i40,50'1o.os'
11
1§�>'
�
AA�
.812 a13 .ACRES
1 0.091819D.osia I$aoms
I0.0918 o16
o17PHASE
;� ,III AGO I ACRESACRES
ACRES-ACRESLU
i40-
I42I L 4O�
_
360.17''1.52644
,n
AOT CRESN
PROPOSED ALLEY
(TOWN HOMES)
o
3
C
3 N 66°03S?A
� ARIVq W 2j2.26.
7F pR1�'
Ro" _
LOT 8
1.2563ACRES
(TOWN HOMES)
S 88000'27" E
57 I ao I - 60.43 ---17
40' 40'
Co
1 I40' 40' 40, - --
J � ! l 1 ' � ' 2PHASE III 83.42, - -
`� 18oi1`o19 ll l 1 22
V A•�� I '20.0918 H `�009018 I 0.23 i ACRE { I I^ACRES ACRES ! '.�"AfE$ -ACRES = O.�SBe I M
ACRES ri
40' IIf I
__40� _ - _ 40' 40' _ 40' 53 73' - W
332.4,V
0
PROPOSED PRIVATE STREET
N ?4, I N
r� 5 332.49'
0 I
G A ! ao' �' I 4o I
40' -- tea- ao' I
81.50' a
26 0' ' I'.
C-V-V o.12a7Q I S0.oi8 I $ 28 g 29 I 00918 0 30 ! I ro 31 I 32 I 33 `� 10'
ACRES ACRES ^ACRES -ACRES ' 'ACRES 0.0918 �=00918 I �0.1575 v
' I ACRES I 1 ACRES ! ' -A-M o� LANDSCAPE
6 BUFFER
-40 L 4�-J
a 343.2I/ I-524H"-G� OPEN SPACE
1.9096 ACRES
N PROPOSED ALLEY
4 I°
oa4 48.30' II I i � 3 3.2� W _. r 40 I - 73.55' -4\01 Imo:
III
�nrO h li :i( 11
v 34
c, 01479 �30.30951e (1036 37 I 38 1I1039 tI ;0D20 ;I
ACRES 41ACRES ACRES 81 1 �0.0918 200918 , 20918'IA7EAM ACRES 0.1335ACRES E
v
ACRES f
77.32' I _40' _ `4 0, 40L J
0 I 325. 7 4'
� C,
6
N PROPOSED PRIVATE STREET y1
O r q U
,.� CRAFION, WILL, r,=_
SPARKS & >
ASSOCIATES, INC. -"
y No. 109
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Revision
PRELIMINARY PLAT
Drawn by
CSO
Checked by
Date
04/09/08
Job Number
078011-01
Contact Person
J. KELSO
Sheet Number
C I .0