HomeMy WebLinkAboutZ-8262-A Map 5CERTIFICATE 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
I, LANE HOUSLEY 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 th
I ' tle Rock Subdivision Rules and e Lit
Regulations have been complied with.
Date of Execution RANDALL LANE HOUSLEY
Registered Professional
Land Surveyor
No. 1457
Arkansas
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CERTIFICATE OF PRELDAINARY ENGINEERING ACCURACY:
TRACT E
PROPERTY DESCRIPTION
I hereby certify that this plat represents a plan made by me; and that all
engineering requirements of the morrilton subdivision rules and regulations have
been fully complied with.
Part of the North 1/2 of the Northwest Y2 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
Dote of execu ion Bart J. Mink
follows:
Registered Professional
GRAPHIC SCALE IN FEET
Engineer
No. 12169, Arkansas
STARTING at the Southwest corner of the Northwest Y2 of the Northwest Y2 of said Section 15; thence South 873/8 58' 00" East along the South
line of said Northwest Y2 Northwest Y a distance of 97.36 feet to the East right-of-way line of Shockleford Rood, 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, on 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 adistance 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 Aldersgate Road as shown on the plat of Tract 5, Ecumenical Retirement Center Addition (Plat E-836); thence South
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 89YB 01' 03" West along the South line of said Northwest Y2 Northwest Y2 a distance of 68.69 feet; thence North
L9___, 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. Rlock 14 and Lot 13. Block 16.
Q" W FOUND 1/2" FLOOD STATEMENT: BY GRAPHIC PLOTTING ONLY, THIS PROPERTY IS NOT IN A SPECIAL
5 REBAR
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
44 PERFORMED TO DETERMINE THIS ZONE AND AN ELEVATION CERTIFICATE MAY BE
NEEDED TO VERIFY THIS DETERMINATION OR APPLY FOR VARIANCE FROM THE FEDERAL
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 BEF
ORE BEGINNING
LOT \ CONSTRUCTION IN ANY GIVEN AREA THE CONTRACTOR SHALL CONTACT ALL THE
0.92 ACRES N APPROPRIATE UTILITY COMPANIES TO MARK THE EXACT LOCATION OF THE UNDERGROUND
(COMMERCIAL/OFFICE) \ ` �S��ug., UTILITIES.
233.22
234.
PROPOSED PUBLIC STREET
4 89002'40" W 354.32'
LOT
1.5435 ACRES
(COMMERCIAL/OFFICE)
II II IIy ,
IIII 1
II1�
II Ill I , S 89°53'22" W
PHASE
11 I N 0.6L70ACRES
(COMMERCIAL/OFFICE)
I I I
II I I i
II I
I I
I
154.6
S f 2" REBARI�
1 97-98'
tl �.
I I
1 .2849 CRIES -
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1 C3
CD
FOUND 1 / 2" REBAR
SOUTHWEST CORNER
NW /4NW1 /4
SEC 15 T-1 N R-13-W S S 2, E,
9 ET 1/2" F
I v
52.15'
PUBLIC STREET
ON
OPEN SPATE
0 0.2489 RE$�`
CD �•`
70.64'
70.18'
I�
13
°n N
v N
0 3
o OPEN SPACE v^
rn 0.9458 ACRES o /
LOT4
3.4576 ACRES
(MIXED USE BUILDING)
�r
0
2.020�ACRES
(COMMERCIAL/OFFICE)
1/2"
_--S 19038'47" W 27.90'
�
3 \ \ FOUND 1/2"
REBAR
\ 8' TALL OPAQUE SCREENED FE
ON NORTH PROPERTY LINE
W 142.73'
L��
NUMBER
BEARING
DISTANCE
L1
N 89039'07' W
18.56'
L2
N 01°59'54' E
17.50'
L3
N 30059'01' W
38.89'
L4
S 01'59'33' W
24.78'
L5
S 23056'08' W
78.84'
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 I
CENTRAL ARKANSAS WATER
MEANS OF WASTEWATER DISPOSAL
LITTLE ROCK WASTEWATER
NUMBER
BEARING
DISTANCE
L6
N 23056'08' E
76.12'
L7
N 23056'08' E
82-87'
LB
S 23056'09' W
78.84'
L.9
N 23°56'08' E
11.42'
L10
S 23°56'08' W
73.67
NUMBER
BEARING
DISTANCE
L11
N 02°47'33' E
323S
64.91'
65.21'
L12
S 02°20'35' W
L13
N 02047'33' E
NUMBER
DELTA ANGLE
RADIUS
ARC LENGTH
TANGENT
DEGREE OF CURVE
CHORD DIRECTION
CHORD LENGTH
Cl
68103'46'
25.00
29.70
16.88
229010'59'
N 57158'01' E
27.98
C2
111056,1e
10.00
19.54
14.81
572'5728'
N 32°0159' W
16.57
C3
68°03'46'
10.00
11.88
6.75
572457'28'
S 57°58'01' W
11.19
C4
111°56'14'
15.00
29.31
2221
381°58'19'
S 32001'59' E
24.66
C5
68°03'46'
15.00
17.02
10.13
381°509'
N 57°58'01' E
16.79
C6
111°56'14'
15.00
29.31
2221
381058*19'
S 32001'59' E
24.86
C7
68*03'46'
10.00
11.88
6.75
572057'28
S 57°58'01' W
11.19
C8
111056'14'
10,00
19.54
14.81
572°57'28'
N 32°01'59' W
16.57
C9
8912'21'
25.00
138.92
24.66
229-10.59'
N 47°23'43' E
35.11
CIO
90°20'41'
25.00
39.42
25.15
229°10'59'
S 42049'46' E
35.46
C11
89039'19'
10.00
15.65
9.94
572°57'28'
S 4710'14' W
14.10
C12
90°47'39'
10.00
15.85
10.14
572°57'28'
N 42036'17' W
14.24
C13
111°56'14'
i550
29.31
22-21
381°58'19'
N 32°01'59' W
24.86
C14
21008'35'
74 .00
27 .31
Taal
77°25'36'
N 13021'50' E
27.15
C15
89°12'21'
10.00
15.57
9.86
572057'28'
N 47°23'43' E
14.04
C16
93°37'35'
10.00
16.34
10.65
572057'28'
S 41011'19' E
14.58
C17
1818,39,
37.50
11.98
6.04
1520019'
S 14°46'48' W
11.93
C18
68°03'46'
15.00
17.82
110.13
381'5899'
S 57058'01' W
16.79
C19
90°00'00'
120.00
31.42
l2o.00
286°28'44'
S 68*56*08" W
28.28
N 87012 27 W
33� -
Lj
LOT
FOUND 1/2"
REBAR
FOUND 1/2
EBAR
TN
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VICINITY MAP
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v
T.
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 21003'52' W
28.28
021
15023'28'
180.00
48.35
24.32
31°49'52'
N 16W4'24' E
48.21
C22
83°2714'
20.00
29.13
17.94
286028'44'
N 50016'17' E
26.62
C23
90°47'39'
20.00
31.69
20.28
286028'44'
S 42°36'17' E
28.48
C24
21°08'35'
50.00
18.45
9.33
114°35'30'
S 13021'50' W
18.35
C25
70°22'O1'
20.00
24.56
14.10
286°28'44'
N 52°49'06' W
23.05
C26
52038'21'
180.00
165.37
89A4
31°49'52'
N 4Y57'16' W
159.62
C27
18°46'14'
180.00
58.97
29.75
31049'52'
N 79039'34' W
58.71
C28
18°46'14'
120.00
39.31
19.93
47044'47'
N 79°3934' W
39.14
C29
57°36'03'
120.00
120.64
65.97
47444'47'
N 41028'25' W
115.62
C30
26°08'56'
120.00
54,77
27.87
47°44'47'
N 37000'36' E
54.29
C31
24028'08'
120,00
51.25
26.02
47°44'47'
N 11°42'04' E
50.86
C32
44°03'53'
180.00
138.43
7284
31049'52'
N 70°23'15' E
135.05
C33
24*25'11'
180.00
76.72
38.95
31°49'52'
N 36°0843' E
76.14
C34
90000'00'
20.00
31.42
20.D0
286°28'44'
N 68'56'08' E
28.28
C35
90000'00'
20,00
31.42
20.D0
286°28'44'
S 21003'52' E
28.28
C36
111°56*le
40.00
78.15
59.23
143°14'22'
S 32001'59' E
66,30
C37
68°03'46'
50.00
59.40
33.77
114035'30'
N 57°58'01' E
55.96
C36
21.3513Y
6250
23.55
11.92
91°40'24'
N 13008'21' E
23.41
C39
90°20'41'
50.00
78.84
50.30
114°35'30'
N 42049'46' W
70.92
C40
26°30'14
120.00
55.51
28.26
47°44'47'
N 79010'05' E
55.02
C41
2411'12'
282.07
119.07
60,44
20018'45'
N 75°33'14' W
118.19
C42
23°1126'
355.18
143.76
7288
16°0T53'
N 75°36'44' W
14278
C43
27°03'42'
378.83
178.93
91.17
15007'27'
N 73°40'36' W
177.27
C44
29°05'44'
415.21
210.85
107.75
13°47'57'
N 71°21'18' W
208.59
C45
38°20'28'
274.32
183.57
95.37
20053*13"
S 17°52'19' E
180.16
C46
90°20.35'
20.00
31.54
20.12
286°28'44'
N 4Y5223' W
28.37
C47
89°39'09'
20.00
31.29
19.88
286°28'44-
S 4600745' W
28.20
1.0773 ACRES
aI
_ FOUND 1/2"
(TOWN HOMES)
z m
\ ,.4�
FOUND
1/2" REBAR
REBAR
N 87038 q0 W
a
94.
CD
N 88°00'06" W 318,62'
z
OPEN SPACE
1.9096 ACRES
EMERGENCY ACCESS DRIVE
3 PROPOSED PUBLIC STREET
J
REINFORCED TURF
S 88000'06" E 249.44'
N
N 88000106 W 341.20'
PROPOSED PRIVATE STREET
C
329.65'
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LOT 7
7.5264 ACRES
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PROPOSED ALLEY
9"
N
(TOWN HOMES)
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C
N 66°
a 3 �352,
� PRIVq ly?�226,
LOT 8
1.2563 ACRES
(TOWN HOMES)
S 88°00'27" E 1
AVERS GPI ROPD
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GATE
- - 360.43 z
n I 57 ( 40' ! ` 40' ! 40' ( 40' ! I - 40' 40' 83.42: - CO
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f ACRES i ACRES I I ACRES^ACRES
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40'_. 53.73' w
I 332.49' n
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332.49 I.. O
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BUFFER
40• I Ufa -1 4V 575
j � 1 -( 40-52s�'- ry� OPEN y
1 = 1.9096 ACRES I
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N 34 aI`o35
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ACRE ACRES ACRES �00918-0.0918 _�0.0918 , �0091D8 i 0 41
I I ACRES ACRES ACRES ! ! ACRES f I ACRES1. v
7.7.32' I 40_ L_40_ L40 _ i i 94 ' ,to l 40L45 54'i
325.74' G�
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324 66
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Revision
L.PRELIMINARY PLAT
Drawn by
CSO
Checked by
Date
04/09/08
Job Number
078011-01
Contact Person
J. KELSO
Sheet
1002