HomeMy WebLinkAboutS-0569 Map 3A F 1 8036
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N04020E52"W NFlo
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R CURVE DATA
= 48014' 52"
R = 302.17'
L = 254.45'
C = 247.00'
T = 135.32'
OPP
�- S88037'53"E _ MARKH�M STREET 1321.45' 4--
WEST
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6 " 61700 NO1022 017E 32.0 S0122 07 W 10.00 �
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CURVECURVE N0.3s\�-
\ 0EASC ENT NO.5 NO.4,
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:URVE'\ �Y PUBLIC ACCESS AND / 4 7/ / . \ I 1
\NO.8 \S�` \ UTILITY EASEM'T�f DRAINAGE
EASEMENT 22• , ,,�r1,, /
\ 0� � (8s UTILITY) I � �1// / }�
LOT I
CURVE 18.672 ACRES 041)1\'�'
3�52 ✓�% SO / 3 .5' 35.5' 11
i- CURVE DAT� c� p L
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L=250.36' ��� / tul
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s_ o ��\\�y `� C= 241.94' - 35. r S
134.45' _ - iN i PUBLIC ACCESS AND UTILITY EASEMENT
a8°38'1 6 / o PUBLIC ACCESS AND UTILITY EASEMENT a I \
1275 35.5' I `\ CURVE _
NO. 1
MI
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201
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N L 0 T 2 10 �� '96`, `i N 88°35' 14"W % /M 406 1 %
OD' 3.995 ACRES ± \\ � �__ 731 L� /X
w �n CURVE
Z CURVE _____�` T- NO. 10
IRON PIN NO. I I
FOUND
N 880 35E 14" W
PROPERTY OESCR1PT1011
SOUTHWEST CORNER OF THE
SE 1/4 OF THE NW 1/4
SECTION 5 T-I-N R-13-W
Tree. is 14 and 19 of Hilivale Addition, Pulaski County, Arkansas, as
recorded In Plat Book 4, Page 36 and that portion of Naiekin Street
lying between said Tracts. 14 and 19, and that part of Lorena Avenue
lying South of Tract 19 all in Section 5, T-1-N, A-13-N, Pulaski
County. Arkansas, less and except Lot 2A, Evergreen Fares. Subdivision
r r
PULASKI COUNTY ARKANSAS
r
to the City of Little Rock, Arkansas as recorded in Plat Book A. Page
219 and part of the Northeast ,• of the Northeast '. of the Southwest t
of said Set tion 5, T-1-14, R-13-N, Pulaski County, Arkansas. Also
being snore particularly described as follows:
Beginninggt the Southwest corner of the Southeast '. of the Northwest
4 of said Section 5, 7-1-N, R-13-N, Pulaski county, Arkansas: thence
North 0°3ffi 21" East along the Nest line of the Southeast '. Northwest.
of said Section 5 a distance of 220.63 feet: thence South 89041'39"
East 19.84 feet to the Southwest corner of Lot 2A, Evergreen Earn
Subdivision, Little Rock, Arkans es (Plat Book A. Page 21q), thence
North 72041'24" East along the South line of said Lot 2A, a distance
Of 364. 76 feet to the Southeast corner of said Eat 2A 1d int
sa m
being on a 302.17 foot radius curve concave to the East; thence
/f 1 Northwesterly along the East line of said Lot 2S along said curve
ZS4.4S feet, the chord G feet; thence North 4°20�52" Nest or which along san idEast 4line of Lot 6'40" West 22A,47. �a
distance or 50.2S feet; thence North 3021'46" East alonq said East
line 140.Dg feet to the South right-of-way line of Nest Markham
Street; thtnce South 85037'53" East along said South right-of-way
line 1053.12 feet; thence South 01022'07" Nest along the right-of-wav
of Nest klarkham 10.DC feet to a point on the South right-of-way of
Nest 14arkburi Street; thence South 88 37'53" Cast along said South
�Q right -of -wily line 280 38 feet to the Nest right-of-way line of Stacy
Drive; thence South O617'20" Nest along said west right-of-way line
( 757.36 fe4t to She South right-of-way line of Shadow Lake Drive;
thence South 89 59'07" west along said South right-of-wey line 289.02
�l feet; thence continuing along said South right-of-way line North 860
35'14" west 334.69 feet to A Point on a 475.00 foot radius curve
fY s Concave in. the North; thence Northwesterly along said curve 138.33
feet, the Chord fee Mich Dears North 80014 4D" West 137.84 feet:
thence North 88035'14" Nest along the South line of the Southeast S
of the Northwest I. of said Section 5, a distance of 843.2h feet to the
Point of beginning containing 24.738 acres more or less.
CERTIFICATE OF OWNER CERTIFICATE OF RECORDING
We, the undersigned, owners of the real This document, number filed for
estate shown and described herein, do record _ 19 , in Plat Book
hereby certify that we have laid off, Page
platted, and subdivided, and do hereby - -
lay off, plat, and subdivide said real (Signed)
estate in accordance with this plat. -
(Signed) Name 7 Clerk
Date of Execution Name
Address
Source of Title: D.R. Page
Instrument No.
843.28'
CERTIFICATE OF ENGINEERING ACCURACY
I, do 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
(Signed)
Date of Execution Name, Registered
"!--+, Professional
00'� �x07 Engineer No._
✓ A8:1NSAS Arkansas
• e
REretse'ERED
PROFESSIONAL
ENGINEER I1,
* ,t
No.4943 `4I
E�FS Lowe;
/ CURVE DATA
/ n = 3801 1' 44"
� � I
s9 �> q I I
/ R = 450,00'
1
L = 299.99' Z35.5 �35.6
C = 294.46' 1 w,
T = 155.81'
8-DIi NO.9E .
-�� 1 - N -1
01
6/0' ° 1 25' B.L. t 1 �i 288.661
IN 3514 W 334.07 eS89°590rW I
��-- SHADOW LAKE DRIVE _ 196.00'
f 4-440_ "W aw ��ti N 88° 35' 14" W 641,76' tPF CENTER OF SECTION 5,T 1-N, R-13-W
ROE PIN 84' Iri �-
sET �- - - -• N 470.82 a �� FULASKI COUNTY, ARKANSAS
iC CURVE DATA IRON
ET IN N 88° 35' 14" W 334.69E (ROUND S 890 59E 07" W 289.02E
n =
160 41' 08"
R =
475.00'
L =
138, 33'
C =
137.84'
T =
69.66'
60 0 60 120
I� r i
SCALE
NOTES'
• ADDITIONAL EASEMENTS MAY BE FILED UNDER
SEPARATE INSTRUMENT AT A LATER DATE.
• EASEMENTS TO BE FOR UTILITIES AND/OR
DRAINAGE.
CERTIFICATE OF SURVEYING ACCURACY
1, hereby certify that
this plat correctly represents a boundary
survey made by me and boundary markers
shown hereon actually exist and their
location, type and material are correctly
shown.
Date of Execution
3. MIC4AEL WATSON
REGISTERED
LAND SURVEYOR
STATE OF
A R K A N S A S
NO. 957
(Signed)
Name, Registered
Land Surveyor No.
- Ark.
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 Certificiate is hereby
executed under the authority of said
Rules and Regulation.
(Signed)
Date Of Execution L.R. Planning
Commission
Ld
0
THIS PLAT
40„ W
5'
CCNTERLINt CURVE DATA
CIIPVE NO
LS
R
I
C
T
"Dill,
POINT N'
1
56009'45"
28.00'
27. 46'
26.36
14.94'
269
2
._._76411'22"
105.00'
^82. 74,
2"
140.14,
129.97,
7 _
- _55005'23"--
46.00'
43_27'-
41.62
23.47'
269
4
90000,00"
20011'37"
26.50
220.00
--41 63'
77 54'
- _--
37.48
77 14'
26. 50'
39. 18'
277
708
5
6
300M 00.
30%0 DO"
350.001
_ -67.18
163.46'
35.17,
181 37
-34 77'
93 B9
ltl 00
306
131- -
7 -
-
B
00 00"
200.90
38.40
38. 34'
_ 19 26,
367
9
88017'54•
46046 16"
63.50
140.00
_- - - --
97.86
130.70
--..
88.46'
127 01
._ ..
61.64'
69 26'
_. .
N/A
106
10
11
48048 14"
111038,00"
55.00
75.00,
46.85
146E 13'
46 44
124.09'
24 95'
110.43'
109
Ill
12 -
---
13
-
4300(1
85 M,
63.79'
62.31'
33.9d'
122
VICINITY MAP
NT S.
Mehlburger
Tanner
Renshaw
& Associates
Architects -Engineers
Little Rock
El Dorado
�rkamD>
COPYRIGHT 19
Mehlburger Tanner Renshaw
d Associates
DRAWN BY:
DON G.
CHECKED BY:
APPROVED By
SCALE
I" = 60'
DATE
AUGUST 19, 1983
C5 3
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PROJECT NO.
283 - 130