HomeMy WebLinkAboutS-0057-QQ Map 1STATE PLANE COORDINATES
NORTHING
EASTING
155332.9930
1221808.7428
r34
155344.0737
1221404.2516
155457.4400
1221350.6837
155502.2106
1221333.7520
5
155563.3477
122131 1.9551
6 1
155845.1392
122121 1.489 4
7
155928.6827
1221 181.4421
8
156040.9520
1221762.7462
9
156010.4768
1221812.2982
10
156001.8437
1221830.0865
11
155954.5286
1221870.9530
12
155703.4314
1222087.8277
13
155619.1882
1222160.5892
14
155605.8348
1222172.1227
151
155324.8357
1222165.4633
161
155 670.3143
122 2087.4435
17
155601.4695
1222041.6102
18
155568.1291
1222025.9494
19
155441.7460
1221820.7986
20
155444.9449
1221704, 0267
21
155492.6275
1221573.1748
22
155547.2905
1221340.7053
23
155491.5889
1221370.6484
24
155445.6543
1221535.8449
25
155384.9 674
1221702.3836
26
155381.7685
1221819.1555
27
155542.6197
1222080.2566
281
155575.9 601
122209 5.9174
291
155618.2856
1222122.0059
% f
OUND 1/2" REBAR
FOU D 1/2" REBAR
P.O.B. FOUND 1/2" REBAR n
(R/W DEDICATION)
Ic 09 '09 '06
Do 05'16'48" n
CD N 24'01'41" W '-
T 86.85'
R 1005.14'
L 173.32'
LC 173.14'
FOUND 1/2" REBAR
FOUND 1/2" REBAR
/
TRACT 'F'
RIVERDALE ADDITION FOUND 1/2" REBAR
FOUND 1/2" REBAR
25' SETBACK
EXISTING COTTONDALE LANE R/W TO BE
ABANDONED AND RETAINED AS UTILITY
AND DRAINAGE EASEMENT.
RIGHT OF WAY ABANDONMENT BY
ORDINANCE NUMBER 17,851
I c 54' 33' 52' °
Do 22'55'06'
CD S 78'48'28" E
T 128.94'
R 250.00'
L 238.08'
LC 229.19'
-�25'
�egCk
C9
PROPERTY DESCRIPTION
-
-----A-port -of the-SW1/4 of Section 33, T-2-N, R-12-W, City of Little Rock, Pulaski County,
Arkansas.
Commencing at the SE Corner of the NW1/4 SW1/4 of said Section 33, thence
N 01'40'21 E, 464.00 feet for the POINT OF BEGINNING; thence N 88'25'51" W, 404.64
feet to the Easterly Right of Way of Riverfront Drive; thence along the said Easterly Right
of Way on a curve to the right having a radius of 10P5.14 feet, an arc length of 173.32
feet and a chord bearing and distance of N 24'01'41" W, 173.14 feet; thence continue
along said Easterly Right of Way N 191 W, 364.07 feet; thence continue along said
Easterly Right of Way N 19'46'54" W, 88.78 feet; thence N 791 E, 592.05 feet to
the Westerly Right of Way of Cottondale Lane; thence along said Westerly Right of Way on
a curve to the left having a radius of 60.00 feet, an arc length of 60.73 feet and a chord
bearing and distance of S 58'24'28"E, 58.17 feet; thence continue along said Westerly Right
of Way on a curve to the right having a radius of 25.00 feet, an arc length of 20.33 feet
and a chord bearing and distance of S 64'06'42" E. 19,77 feet; thence continue along the
Westerly Right of Way S 40'49'03" E. 62.52 feet; thence continue along the said Westerly
Right of Way S 40'49'03" E, 460,75 feet; thence S 01'21'27" W, 281.08 feet; thence
N 88*41'24' W, 356.81 feet to the POINT OF BEGINNING, containing 11.939 Acres
(520,066 sq.ft.) more or less.
RIGHT OF WAY DEDICATION DESCRIPTION ---- - "`
A part of the SW1/4 of Section 33, T-2-N, R-12-W, City of Little Pock, Pulaski County,
Arkansas.
Commencing from the SE Corner of the NW1/4 SW1/4 of said Section 33, thence
N 01'40'21 E. 464.00 feet; thence N 88'25'51" W, 404.64 feet to the Easterly Right
of Way of Riverfront Drive; thence along the said Easterly Right of Way on a curve to the
right having a Radius of 1085.14 feet, an arc length of 125.46 feet and a chord bearing and
distance of N 25'17'30" W, 125.39 feet for the POINT OF BEGINNING; thence continue
along said Easterly Right of Way on a curve to the right having a radius of 1085.14 feet, an
arc length of 47.87 feet and a chord bearing and distance of N 20'42'57" W, 47.87 feet;
thence continue along Easterly Right of Way N 19'37'21" W, 64.91 feet; thence along a
curve to the left having a radius of 25.00 feet, an are length 35.95 feet and a chord bearing and
distance of S 60'48'58 E, 32.93 feet; thence along a curve to the right having a radius of
280.00 feet, an arc length of 246.71 feet and a chord bearing and distance of S 76'46'04" E,
238.81 feet; thence along a curve to the left having a radius of 220.00 feet, an arc length of
141.71 feet and a chord bearing and distance of S 69'58'42" E, 139.27 feet; thence
S 811 E. 116.82 feet; thence along a curve to the left having a radius of 220.00 feet,
an arc length of 254.99 feet and a chord bearing and distance of N 58'21'54" E, 240.96 feet;
thence N 25'09'38" E, 36.84 feet; thence along a curve to the right having a radius
\ 280.00 feet, an arc length of 83.01 feet and a chord bearing and distance of N 33'39'13 E,
82.71 feet; thence along a curve to the left having a radius of 25.00 feet an arc length of 36.20
1 1 feet and a chord bearing and distance of N 00'39 53" E, 33.12 feet to the Westerly Right
of Way of Cottondale Lane; thence S 40' 49'03" E, along said Westerly Right of Way 111.32
feet; thence along a curve to the left having a radius of 25.00 feet, an arc length of 44.09 feet and
a chord bearing and distance of S 8839'35 W, 38.59 feet; thence on a curve to the left
having a radius of 220.00 feet; an arc length of 49.83 feet and a chord bearing and distance of
S \ S 31'38'56" W, 49.72 feet; thence S 25'09 38" W, 36.84 feet; thence on a curve to
l the right having a radius of 280.00 feet, and arc length of 324.53 feet and a chord bearing and
^
distance of S 58'21'54" W, 306 67 feet; thence N 88'25'51" W. 116.82 feet; thence
\Q` \ on a curve to the right having a radius of 280.00 feet, an arc length of 180.35 feet and a chard
bearing and distance of N 69*CM 42 W, 177.25 feet; thence on a curve to the left having
O a radius of 220.00 feet, an or, length of 176.13 feet and chord bearing and distance of
N 74'27'39" W, 171.46 feet; thence on a curve to the left having a radius of 25.00 feet,
®� o an arc length of 45.63 feet and a chord bearing and distance of S 30'18'44" W, 39.56 feet
.91 to the POINT OF BEGINNING, containing 1.302 Acres (56,704 sq.ft.) more or less.
®Lfi FOUND 1/2" REBAR
F
40' UTILITY EASEMENT
AND SETBACK LINE
TRACT G1
±8.585 ACRES
PROPOSED COTTONDALE DRIVE
FOUND 1/2" REBAR
U
Ic 211118"
Do 22.55'06" '
CD N 35°45'17" E F
T250.00' Q C16 1
R
L 92.45'
LC 91.93'
h
V0
60' R.O.W.
m'
00
RIGHT OF WAY DEDICATION s? "' � 3 51'
ci�h
THIS PLAT nr '
_ ��.
rn f
I c 36' 54' 19' ' Ic 66 '24 '3 1
Do 22'55'06'° Do 22'55'06"
04
CD S 69°58'42" E CD N 58'21'54" E �2- __
T 83.42' T 163.62'
21 R 161.0' R 250.00' `
I. 161.03° L 289.76' jf
C 12 e � C 158.26' LC 273 81' r1i
ca
I
c 20' UTILITY EASE_J-E� i
t
TRACT G2
- f2.053
N 88'25'51" 1
464.64' -
NUMBER
Delta
Da
CD
T
R
L
Chord
C1
06'37'27"
05'16'48'°
N :>_5'17'30" W
62.80
1085.14
125.46
125.39
C2
02'31°39"
05'111
N 20'42'57" W
23.94
1085.14
47.87
47.87
C3
57'59'45-
95'29'35"
S 58724'28" E
33.26
60.00
60.73
58.17
C4
46*35'18"
229'10'59"
S 64'06'42" E
10.76
25.00
20.33
19.77
C5
82'57'51"
229'10'59"
N 00'39'53" E
22.10
25.00
36.20
33.12
C6
110"
2927'46"
N 1 33'39'3" E
41.81
280.00
83.01
82.71
C7
66'24'31"
26'02'37"
N 58721'54" E
143.99
220.00
254.99
240.96
C8
36*54'19"
26'02'37"
S (39'58'42" E
73.41
220.00
141.71
139.27
C9
50'29'04"
20'27'46"
S ;16'46'04" E
132.01
280.00
246.71
238.81
C10
82*23'15"
229'10'59"
S 60'48'58" E
21.88
25.00
35.95
32.93
C11
104'35'01
229'10'59"
S 30'18'44" W
32.34
25.00
45.63
39.56
C12
45'52'14"
26'02'37"
N 74'27'39" W
93.09
220.00
176.13
171.46
C13
36*54'19"
20'27'46"
N 69'58'42" W
93.43
280.00
180.35
177.25
C14
66'24'31"
20'27'46"
S :38'21'54" W
183.26
280.00
324.53
306.67
C15
12'58'35"
26'02'37"
S 31'38'56" W
25.02
220.00
49.83
49.72
C16
101'02'44"
229'1059
S 88'39'35" W
30.35
25.00
44.09
38.59
S 88'25'51" E -1 "
116.82'
S 88'25'51" E �iL1 E/ASE EIS r. 1
N
0-
116.82'_
6
5V LEVEE EASEMENT
LF) r rr
TRACT A--1(R)
RIVERDALE ADDITION
BOOK A, PAGE # 180
0
NIi
N 88 41 24 W
FOUND 1/2" REBAR 356.81'
P.O.B.
(PROPERTY DESCRIPTION)
TRACT A-2
RIVERDALE ADDITION
BOOK A, PAGE #726
5E CORNER
NW114, SWI/4,
S ON 33
T-2-N, R-12-W
3I TRACT 56-2
RIVERDALE ADDITION
BOOK E, PAGE #249
Ly N•pp
W N
ej o
-` in \
LEGEND
O SET 1/2" REBAR
• FOUND MONUMENT
I I t-� J W 1 to
ND 1/2" REBAR
VICINITY MAP
NOT TO SCALE
2008008433 Received: 2/6/2008 9:49:34 AM
Recorded: 02106/2008 09:55:35 AM Filed 8
Recorded in Official Records of PAT O'BRIEN.
PULASKI COUNTY CIRCUIT/COUNTY CLERK
Fees $15.00
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,
plat and subdivide said real estate in accordance with
this plat.L.L C
Alltei Communications, 4Rs.
One Allied Drive
P.O. Box 2177
Little Rock, AR 72203-2177
d5 Signed
Date of Execution
Source of Title: Instrument # 2007087778
CERTIFICATE OF SURVEYING ACCURACY
I, Todd A. Shettles, 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 have been complied with.
Date of Execution Todd A. Shettles
Registered Professional
Land Surveyor
No. 1527
Arkansas
CERTIFICATE OF ENGINEERING ACCURACY
I, Roy C. Andrews, hereby certify that this
plat correctly represents a plan made by me, and that
the engineering requirements of the Little Rock Subdivision
Rules and Regulations have been compli h.
1-ln-O�
Date of Execution R C. Andrews
Registered Professional
Engineer No. 12707
Arkansas
CERTIFICATE OF FINAL APPROVAL
Pursuant to the Little Rock Subdivision Rules and
Regulations, and all of the conditions of approval having
been completed, this document is hereby accepted.
This certificate is hereby executed under the authority
of said rules and regulations.
Date of Execution L.R. API ng
Commission
CERTIFICATE OF RECORDING
TF�is,document, number filed for record
�., 2aQZL, in Plat Book , Page
(Signed) \�
Clerk
FI
NO PORTION OF THE PROPERTY SHOWN IS LOCATED
WITHIN THE 100-YEAR FLOOD PLAIN AS DESIGNATED
BY THE FLOOD INSURANCE RATE MAP, PANEL NO.
050181 0008 F, PUBLISHED BY THE FEDERAL
EMERGENCY MANAGEMENT AGENCY DATED NOVEMBER 3, 1993.
BASIS OF BEARINGS: STATE PLANE COORDINATES
.,,,,.,,
..,,,,,
a° STATE OF °c° i
b g ARKANSAS o d =
`
?�;` DEVELOPMENT =� =
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;`�:: No.128
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FINAL PLAT OF TRACTS G1 & G2, RIVERDALE ADDITION
CITY OF LITTLE ROCK, PULASKI COUNTY, ARKANSAS
G:\07-171 \Planning\07171 FP.dwg
DEVELOPMENT
CONSULTANTS
INCORPORATED
2200 NO. RODNEY PARHAM RD. I
SUITE 220
LITTLE ROCK, ARKANSAS 72212
ENGINEERING PLANNING I
LAND SURVEYING
LANDSCAPE ARCHITECTURE
2007
SCALE
1" = 60"
DRAWN BY
TAS
RMB
APPROVED BY
TAS
DATE
1-18-08
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