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`°N�-► S88037'53"E WEST MARKHAM STREET r 1321.45'
ti.7W - NOI°22 07 E 40.82-IS;;eo"s, O 1 61700 - 01°22'07"E 32.0' FUN $01°22107"W 10.006 of
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_ . �• 7153"E 280 doI t� 1
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369 33' R I •� TIQN I --- IRON PIN SE _
p 0 9-- -- --- - -- --- -- 25 B.L . - - _ _ -7�- _ , �_ \ 25' R. ° ! n
0 p 8.I ,� + N88` Sf6-3 W trl - 270p0 . S 44 10 17 E
c � 10'DRAINAGL �II� 11 \\CURVE CURVE ~ --_ NOR3E \ IlloIt � I8.5' 35.021
No N EASEMENT I l �NO.'S NO.4----.------- 5.�,� (CHORD)
31 \ + N 880 37' 53" W 254.43' .
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N04°20�52"WJs'l4''.� s� ? / ��� wog=* : �"� \ No. 2 r
-
50.251--- 8-r- �� K j
I ,I{
Qxt, \CURVE`"�'i\ PUBLIC ACCESS AND / �/ / 10 \ '
owe JN \ Q' �� DRAINAGE S'
xPovP° SIN\N0.8 ��9F \\ UTILITY EASEM T-�/ /' /� EASEMENT �?2• 1 �h�// �� Y 00
F Io EASEM,-r • 9`•, % �
1 S�I
It CURVE DATA
= 48° 14' 52"
R
= 302.17'
L
= 254.45'
C
= 247.00'
T
= 135.32'
(5UTILITY) I
\I \ QT \\ ^�/ L 0 T I h F;ti�W �sso I L�
N, o-
y �
pV ^W CURVE 18.672 ACRES ± ��� drjj,�o y I Ld f`
D h.. s i - CC
NO.6 , 1e�
c,a ,r p�Y S / 35.54�35.5' \ \,�UisC CURVE DATA �'F oP L\ \
' R= 277,17' \ IO�R/W DEDICATION
0s° \ THIS PLAT
0'' L C 2 241 94' \f 3 -50' /35
0.
T=134.45 '4 - N PUBLIC ACCESS AND UTILITY EASEMENT
S48°38'I �S6 - - - PUBLIC ACCESS AND UTILITY EASEMENT \ I M I �\ �, I N8 904505 W
t IRON PIN SE 8,4 �".. CUR
z �I _ 75'135 5' \\ N0. ( -
6A�6 N71°5'OTE
355.57l
.
S 8 9°41139"E JF F �R // , "W 12.4 N-��T'21'3Oi'E.� S �3°
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19.84 4 �,`,P� �2 1�, 200 `sso°4o' I
20 AID 2 ND�=' �' g\ 35.5' I?sv " c `�3� �\ 20 / O% ----- Q1 0. 30 E I i (n
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'( , , CURVE \ ti O� 6 -,DRAINAGE / 00 ,,S89° I
IRON PINS i' 1 N0. 12 a�10' \ \ `1 �•\ / i I(�` ti/ / - /3, �\ I -
sET /% y /, EASEMENT S rt _ / _ 30„ �\
IC ACCESS I UTILIT�\ �'3x / 5 / 35 -_E 1 I
D UTILITY EASEMENT v "/ EASEMENT 3 n'� i - - '
\ O / N36°2446 E / '�•`'S / 00 \ 11.1 ' X 3
In I� \�./ `'� S48°14'29"W \' �' v, c'g 120.00' / j S
r` CURVE N - NO. -- -�cn _sb
N I cr 2,52
J o 37
20- S34°1531"E
54° 31
00� n w = y 001,
16 5.00
I_I 4 .67 i \
_ A 1
____ O' UTILITY
_ 92.5'��\ 9- ; `,EASEMENT
i�
W MI5P24'
(M I L 0 T 2 �\ •,`�s�s \�" N88°31;14"W / / 105k
J,
ml
fo / in 05� `-v0' \F \ I CVI
/ CURVE DATA \��� \ SgT30„
'Y 0 = 380I I' 44"
R = 450.00'
Ns� L = 299.99' Z355-_*35.5' a I
"--6• 2 C = 294.46' w'C#
44°8 W T = 15 5. 81' CURVE
NO.9 ,
/ M I
_ - - - - -- - -- - - �-----O-i
40' B.L- 3.995 ACRES ± \ -- - / Isar 288.66
,--�6 - 35H "W e - En -
\i. -- f� /� \ '- � oe88° 334.07' S89°�J07"W I
T15'uNGI�TuFbCr fi;1FFER N ✓1 T r -- /-W.�2so.oT----- •�`! f----- S ADOW LAKE DRIVE _ 196.00'
- GURV�-��• I` � '
Z {. - ------ ----------- --- ----- ----- -- �1.- -- -- --- 641.78 I.PF CENTER OF SECTION 5 T-1-N R-13-W I F
IRON PIN , 1 IRCV o IriL N 88° 35 14 W 47tD.82' a--�-FULASKI COUNTY ARKANSAS I
FOUND N 88° 35 1.411W 843.28 $T - - •• N ..
1
PROPERTY DESCRIPTION
- SOUTHWEST CORNER OF THE
Tracts It and 19 of Hilivale Addition, Pulaski County, Arkansas, as
recorded in Plat Boos 4, Paqe 38 and that portion of Milekin Street
SE I/4 OF THE NW I/4
lying between said Tract, I/ and 19. and that Part of LonN Avenue
R.13-w. Pulaski
lythg South of Tract 19 all in Section 5, T-1-1111,
T-I-N R-13-W
County, Arkansas, less and except Lot 2A, Evergreen Fars Subdivision
SECTION 5, r
to the City of Little Rock, Arkansas as recorded In Plat•2dok A. Page
PULASKI COUNTY ARKANSAS
219 and Part of the Northeast y of the Northeast ', of the Southwest '.
Pulaski Arta•ro+k. Also
r
of said Section S. T-1-Ns R-13-W, County.
M'••j »•. ar!'s.'s•'> 'at-'Ibed at -0i fca,a.
Beginning At the Southwest corner of the Southeast y of the Northwest
W of Sala Section 5, T-1-11, R-13-N. Auloshi County, Arkansas: thence
North 0018 21" East alorig the West line of the Southeast ." Nnrthwest i
of said Section 5 a distance of 220.63 feet; Owwace 111 1191
East 19.Bo feet to the Southwest corner of Lot ?A, Evergreen tam
Subdivision, tittle Rock, Aransas (Plat Book A. Page 219); thence
North 72041*24' East along the South line of said Lot 2A• a distan"
of 364.75 feet to the Southeast corner of said fast ?A sail point
being on a 302.17 foot radius curve concave to the East; thence
Northwesterly along the East line of Said Lot 16 along said curve
254.45 feet, the chord for which being North 22 45.40" West 247,D0
II thence Bon B'. 4020'52" West along said East 17ne of Lot ?A, a
distance of 50.2S feet: thence North 1021'46" East ela.,9'seid East
line 140.00 feet to the South right-of-way line of West IOrkhan,
Stre, C, thence South 88037'S3' Easy along said South right-of-way
line 1053.32 last; thence South 01 ?2'07' West along the light-of-wa.
of West Markham 10,00 feet to a pain% on the South right-of-way, of
West Markham Street; thence South RBI Last along said South
right-of-way line ?BO 38 feet to the West rigin-of-way line of Stacy
line
Drive; thence South D617'20' West along said West right-of-way
757.36 feet to Joe, South right-of-way lire of Shadow Lake Drive;
thence South 89 59.07" Nest along said South right-of-way line 289.02
feet; thence continuing along said South right-of-way lirf, North Bet'
3S'14' West 334.69 feet to a paint on a 475.00 Coat radius curve
concave tr the North; thence Northwesterly along said curve 138.33
feet, the chord for which heirs North 800]4'40• West 117,84 feet;
thence Worth BB035'14' Nest along the SOutt, line of the 6outhea5t ,
of the Northwest , cf said Section 5, a distance of 8<3. id .set to tn'
Point of beginning :o. ta,ring 24.i38 acres more or lesI,.
CERTIFICATE OF OWNER CERTIFICATE OF RECORDING CERTIFICATE Of ENGINEERING ACCURACY
we, the undersigned, owners of the real This document, number _ tiled for I, 4yI do hereby certify that
estate shown and described herein, do record 191 in Plat Book__ this plat correctly represents a plan
hereby certify that we have laid off, I Page -__ made by me, and that the engineering
platted, and subdivided, and do hereby
lay off, plat, and subdivide said real
estate in accordance with this plat.
<6L ZS- 8i 1
Date of Execution ame f•,d,�WR�rIrA1'k,
AddressJ;0icrsiW e'I
Source of Title: D.R. _Page
InstrUNlCnt No.-:�.,25'
requirements of the Little Rock Subdivision
(Signed) _ Rules and Regulations have been complied with.
erne Clerk I (Signed)
[late of Execution Nam, R@gisteriad
�'y�-PTS6fessiona1
//1p16 0
,'0's r--7. ;" I Engineer No. III?? 3
A� All:iANSAS Z Arkansas
P R f
fi RECIS:'ERED
PR OF ESS10NAL
j5 i1 of 111 Ar ,
�l
No.4943 f4
<S L cW°r'
R" CURVE DATA
G =
160 41' 08"
R =
475.00'
L =
138.33'
=
13 7.8 4
T =
69.66'
IROET IN 289.02RONI1"
N881W .
60 0 60 20
SCALE
NOTES'
• ADDITIONAL EASEMENTS MAY BE FILED UNDER
SEPARATE INSTRUMENT AT A LATER DATE.
• EASEMENTS TO BE FOR UTILITIES AND/OR
DRAINAGE.
• SHADOW LAKE DRIVE RIGHT-OF-WAY
DEDICATED BY THIS PLAT.
CERTIFICATE OF SURVEYING ACCURACY
I r 1v,a.•fAsA. sk.✓.rrjem/ hereby certify that
this plat correctly represents a boundary
survty made by me and boundary markers
shown hereon actually exist and their
location, type and material are correctly
shover.
Date �f Execution
n MICHAEL WATSON
REGISTERED
LAND SURVEYOR
STATE OF
A R K A N S A S
NO. 957
(Signed)
rveyor No.
9S'7 , Ark.
CERTIFICATE OF FINAL APPROVAL
Pursuant to the Little RoSk Subdivision
Rules and Regulations, anc all of the
conditions of app.roval having been
completed, this document is hereby
accepted. This Certificiate is hereby
executed under the authority of said
Rules and Regulation.
$3
Date f Ekiecution
(Signed)
L..K. rlanning
Commission
CENTERLINE CURVE DATA -
CURVE Me R C
Mehlburger
Tanner
Renshaw
& Associates
Architects -Engineers
ILittle Rock
El Dorado
I Arkansiis
COPYRIGHT 19
Mehlburger Tanner Renshaw
a Associates
DRAWN BY
DON G.
CHECKED BY:
APPROVED BY'.
SCALE'.
I" = 60'
DATE
AUGUST 19, 1983
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RADIUS 4
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Q Q LU
1
5601
28.00,
27. 46'
'3.36
14.94'
259
2
76028'22"
105.00'
1i9.97•
82. 14'
_
2"
140114'
3
S5006'23"
45. 00'
43.27'
41.62,
23.47'
269
4
900004000
26.60,
41.W'
'7.48'
26. 50'
277
5
20011'37"
270.00,
77.54,
t7. 14'
39.18,
308
6. - -
- 30°02'DO-
350. 00'
183.46,
181.37,
93 89
305
30°DO'00"
67_111
36. 17'
34.77'
181001
131
8
11600,001,
208.00'
38.48-
18.34'
It.26'
AI
9
88°17'54'
63.S0'
97.86'
31111.41111-_
51.64'
N/A
10
46048'16"
160.00,
130.70,
127.01,
69.25,
106
11 -
- 4e48'l4• _-
55.00'
46.85'-
-45,44'
24.96'--
-109
12
111038'00"
7S.00•
M IV
124.09' -
- 110.43'
- -112
-122
13
43000'00"
85. W'
63.79'
62. 31'
33.48'--
VICINITY MAP
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PROJECT NO.
283 - 130
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SHEET NO.