HomeMy WebLinkAboutS-0057-QQ Map 5STATE PLANE COORDINATES
NORTHING
EASTING
1
155332.9930
1221808.7428
2
155344.0737
1221404.2516
3
155457.4400
1221350.6837
4
155502.2106
1221333.7520
5
155563.3477
122131 1 ,9551
6
155845.1392
122121 1.4894
7
155928.6827
1221 181,4421
8
156040.9520
1221762.7462
9
156010.4768
1221812.2982
10
156001.8437
1221830.0865
11
1559 54.5286
1221870.9530
12
155703.4314
122 2087.8277
13
155619.1882
1222160.5892
14
155605.8348
1222172,1227
15
155324,8357
1 2221 65.4633
16
155670.3143
1222087.4435
17
155601.4695
1222041.6102
18
155568.1291
1222025.9494
19
155441.7460
1221820.7986
20
155444.9 449
1221704.0267
21
155492.6275
1221573.1748
22
155547.2905
1221340.7053
23
155491.5889
1221370.6484
24
155445, 6543
1221535,8449
25
155384.9674
1221702.3836
261
155381.7685
1221819.1555
271
155542.6197
1222080.2566
281
155575.9 601
122209 5.9174
291
155618.2856
1222122.0059
P.O.B. FOUND 1/2" REBAR
(R/W DEDICATION) _ N
❑lJ
TRACT ' F'
RIVERDALE ADDITION
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'
\eACk
C9 \
TRACT G1
±8.585 ACRES
PROPERTY DESCRIPTION
A part 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 1085,14 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 19'37'21" W, 364.07 feet; thence continue along said
Easterly Right of Way N 19'46'54" W, 88.78 feet; thence N 79'04'08" 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 Rock, 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 88'25'51" 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 Lone; thence S 40' 49'03" E, along said Westerly Right of Way 111.32
O 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 88'39'35' 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 31'38'56" W, 49.72 feet; thence S 25'09 38" W, 36.84 feet; thence on a curve to
s 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 8825'51" W. 116.82 feet; thence
Ate. \0 \ on a curve to the right having a radius of 280.00 feet, an arc length of 180.35 feet and a chord
bearing and distance of N 69.58'42' W, 177.25 feet; thence on a curve to the left having
`�� O a radius of 220.00 feet, an arc length of 176.13 feet and chord bearing and distance of
61 N 74'27'39" W, 171.46 feet; thence on a curve to the left having a radius of 25.00 feet,
F Q� rO an arc length of 45.63 feet and a chord bearing and distance of S 30'18'44" W, 39.56 feet
9/ to the POINT OF BEGINNING, containing 1.302 Acres (56,704 sq.ft.) more or less.
`/'�
NO O'`i �AI FOUND 1/2" REBAR
N l�
40' UTILITY EASEMENT/
AND SETBACK LINE \
FOUND 1/2" REBAR
FOUND 1/2" REBAR
PROPOSED COTTONDALE DRIVE
FOUND 1/2" REBAR
FOUND 1/2" REBAR
U
Ic 21.11'18'•
Do 22'55'06"
CD N 35'45'17" E
T 46.76' 0
R 250.00' f' C 16 \
L 92.45' ;
LC 9193' 17.E i i� '•s,,, 14
60 R.O.W.
RIGHT OF WAY DEDICATION �°' V .^''•
THIS PLAT 2 w oa, m._..-...__ .. ,._
I
�A� I
i
I c 36' 54 19 is 66 '24 '3 1 '
22'55'06"
Do 22'55'O6" -
S 69'S8'42" E T N rll'i
T 83.42' CD 58'21'54" E
QQ R 250.00' R 163.62• / { I 3 TRACT 5B-z
D250.00-\
,&, ,.z•
L 289.76'
8.26 / s;' - ' RIVERDALE ADDITION
® 12 LC 15LC 273.81' G1 r CO
U C -f �'0 BOOK E, PAGE #249
8 V W
Ic 09 '09 '06
-
Do 05'16'48"
o
CD N 24'01'41 " W
' --
T 86.85'
R 1085.14'
L 173.32'
LC 173.14'
FOUND 1/2"
REBAR
O.�U?iL; r EASE,a�- C
TRACT G2
- ±2.053
N 88'25'51 "
404.64'
NUMBEF
Delta
Do
CD
T
R
L
Chord
Cl
06'37'27"
05"6'48"
N 25'17'30" W
62.80
1085.14
125.46
125.39
C2
02'31'39"
05'16'48"
N 20'42'57" W
23.94
1085-14
47.87
47.87
C3
57'59'45"
95'29'35"
S 58'24'28" E
33.26
60.00
60.73
58.17
C4
46*35'18"
229" 0'59"
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
36.2D
33.12
C6
16'59'10"
20'27'46"
N 33*39'13" E
41.81
280.00
83.01
82.71
C7
66'24'31
26'02'37"
N 58'21'54" E
143.99
220.00
254.99
240.96
C8
36*54'19"
26'02'37"
S 69'58'42" E
73.41
220.00
141.71
139.27
C9
50'29'04"
20'27'46"
S 76'46'04" 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 58'21'54" 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"
229-10'59"
S 88-39'35" W
30.35
25.00
44.09
38.59
S 88'25'51"
116.82'
N Bn5'511
® 116.82'
E 1 r, O
(n
1@ /:'
N 88741'24" W
FOUND 1/2" REBAR 358.81'
P.O.B.
TRACT A-1(R) (PROPERTY DESCRIPTION)
RIVERDALE ADDITION i"'
BOOK A, PAGE #180 0 TRACT A-2
W W g RIVERDALE ADDITION
II..BOOK A, PAGE #726
NN
g�
00
zz
33
R-12-W
LEGEND
O SET 1/2" REBAR
* FOUND MONUMENT
�E;Q \1�qrtrcX
O
GSA---
OUND 1/2" REBAR
VICINITY MAP
NOT TO SCALE
TP�
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.
Alitel Communications, Inc.
One Allied Drive
P.O. Box 2177
Little Rock, AR 72203-2177
Signed:
Date of Execution
(Print Name)
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 complied with.
Date of Execution Roy 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 certif-:ate is hereby executed under the authority
of said ru'es and regulations.
Date of Execution L.R. Planning
Commission
CERTIFICATE OF RECORDING
This document, number filed for record
90 in Plat Book , Page
(Signed)
Clerk
FLOOD PLAIN CERTIFICATION
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 E, PUBLISHED BY THE FEDERAL
EMERGENCY MANAGEMENT AGENCY DATED NOVEMBER 3, 1993.
BASIS OF BEARINGS: STATE PLANE COORDINATES
S T
. ° STATE OF
ARKANSAS 0 _
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No.128 = z;
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SCALE
FINAL PLAT OF TRACTS G1 & G2, RIVERDALE ADDITION
CITY OF LITTLE ROCK, PULASKI COUNTY, ARKANSAS
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DEVELOPMENT
CONSULTANTS
INCORPORATED
2200 NO. RODNEY PARHAM RD.
SUITE 220
LITTLE ROCK, ARKANSAS 72212
ENGINEERING PLANNING
LAND SURVEYING
LANDSCAPE ARCHITECTURE
2007
SCALE
1" 60'
FAWN BY
TAS
12-10-07
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