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15'UTILiTY
EASEMENT
RECCRDED BY
INSTRUMENT
N0.85-15894
I S 770I7'39"
24.5'
C•1
J
AXLE FOUND(I.PF 187-NORTH)
/ 15'UTILFFY EASEMENT
RECORDED BY INSTR. NO. 85-15894
II..�,
--ZZJ'SANiTA--RY SEWER
EASEMENT- INSTRUMENT
NO- 81-17130
CURVE NO.16
t50.512
7 E ror
v / CURVE
32.12 NO.15 _� 1
I � i11 l
J i 1 1 /� !!
1� PUBLIC
ACCESS /la
11 2 \ UTILITY EASEMENT'�-
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1 No 1 1
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1 It 1 305
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87 1 183-7
S 870 44' 23" E C_ //-:-�
APaL EASEMENT
BOOK 933, PAGE 209
CENTERLINE CURVE DATA
CURVE •
DELTA
TANGENT
RADIUS
LENGTH
CHORD
1
37°44.27•
60.00,
175.54•
335. 63,
113.55'
e
27*23'33-
35.00•
143.621
6a.66•
68.01'
a
570-,p'30-
50.00'
1010.36
92. 77•
W.60'
4
3e24•e7-
30.0o•
102.601
58.38•
57.59•
3
40°51.53-
30.00•
60.53•
57.44'
54. e3-
♦
7c'P 36.43-
30.00•
42.36•
52.21.
7
41°49'17-
30.97'
al.06'
39. I7' I �,� •
a
6fr� 31.54-
50.00.
73.39•
37. 5:'
Ce. W, -
9
42°52'19-
70.00•
178.29'
133.41•
130.:e•
10
68049.23•
62.01,
90.52'
106.73'
102.31'
I1
54°5e'47-
7r.00'
144.43•
130.36•
133.13•
le
44° 54'47.
60.00'
145.16•
113.79'
110.90'
13
26°27•eb-
50.o0•
212.70'
90.22 97.35'
!4
e9'26'10-
50.00•
190.34'
97.79' I
46.71•
15
124032. 10-
sts.00•
54.64'
1W.22'
91.93'
16
72011•-,7•
36.56•
49.23•
62.09'
50.70'
17 1
7-'P03'34"
53.39'
72.07' 1
91.90'
85.80'
\\ \/+q� `\1 N15°52'45"E
C/N
31.90Wz \ \ °42'28"E
tr
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IOxION0. 13
31.624 Ac. *-
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o09�'h/�
age %1,10' UTILITY
qh \� �4, EASEMENT
Y �l 120 Idx15'
15 UTILITY EASEMENT
RECORDED BY INSTR. NO.85-15894
452.63'
l �1_� - - - 900_ _ _-
I.PF, I.PF., LPL
+ I - - 596.61'-- - -
llI NO3°53.OQ'E
12 9.86
I 11
CURVE NO.5
�URVE --- . --- i -----
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S 86° 35 2i_ W_?I<
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k EASEMEN
WATER
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1
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PUBLIC ACCESS
N 19013'00"E
CURVE
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a
TI TY SEMEN
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10'x10.
PLATTED 20' ROAD
CLOSED BY ORDINANCE
NO.14688 a INSTRUMENT
N 0.84-40396
I .PF
16.7E
S 89' 26' 10"W
L.R.M.WWW. EASEMENT (50')
BOOK24L, PAGE
_ 3.48 )
LINE -/
CURVE NO. III
2g 32 wF 37 = u
N81'35 W ► a
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1
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10' UTILITY
EASEMENT
79.13, �y41
�Netc 26'S7" in n '1 Ii11 11
290.79
`
\ 1 n n
N 52° 32 47" W
i 29.87'
one
z
ASEMENT
z
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-I CURVE NO. 4 111 75.88
\ \� _.��OQ 01 I
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S40027'56W
68.65' /�� 0, �� 1
1.
F , z - CURVE NO. 2
Oe
N155.`32�
/ �.-� _10' UTILITY
10 UTILITY \ s < EASEMENT
EASEMENT q \\
Z
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O PUBLIC ACCESS'
r' \ UTILITY EASEMENT
LPF. S
374.69' -
CREEK PARKWAY (WEST BOUND LANES)
ROCK
I' i'-n �
/z LL1
L / Ld 3
N54°14'28"W \ \/� S P � ,\(
56.97' / (n
/ /5.0 E 1
0 �/ / W 87 11837
J e, -//_
RVE
8700
).10 / N 10.9' MQ
/ N 8700500"W
143.46' - $ W
/ Ic
V EASEMENT
I.Ps. --
\\^;A IS' UTILITY EASEMENT- RECORDED
l0'xid- \\ \ l/� CURVE NO. 9 / % BY INSTRUMENT NO. 85-15894
56
1 \ i 0o i
99g2//i EASEMETY
CURVE NO. 1 1
1 11 / 78°22'07"E
22.18' O�
200'� 1
1 1 NII°00'00"W V
W 180.46' ti O
/ v I
i93.557, G
137.2 LP$,
J a 05 500
7.� /
21 " 2 W ►t-- S 120 W 40AW
S.r9032t 47 Yr ,g 61.77'
ACCESS 81 DRAINAGE
EASEMENT
~�1 2 (Instrument No. 84-64284)
1 1
IV _
d� 09 32 N00 58,
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PROPERTY DESCRIPTION
Al; of Tract 4 and part of Tract 5, all in Hillvale Addition and part of
the Northwest !. of the Northwest 1. Section 5, T-I-N, R-13-W, Pulaski
County, Arkansas. All being acre particularly described as follows:
Starti,+g at the northwest corner of said North
5, T-1-N, R-13-W,
Pulaski County, Arkansas; thence South 87 d4'11' East along the Nor
line of said Section 5 a distance of 479.40 feet to the point of beginning;
thence continuing along said North line South 87044'23" East 1452.63 �eet
to the Northeast corner of Tract 4, Hillvale Addition, thence South 0 49'
34" West 654.96 feet to the Southeast corner of said Tract 4, said point
a18o being thern Northeast coer of Tract 5, Hillvale Addition; thence South
4J 00'00" West 300. 00 feet; thence South 79032'47" Nest 407.60 feet to the
Southwest corner of said Tract 5; thence North 83°51'35" West along the
North line of a Little Rock Water Works easement 196.10 feet; thence South
a0016'21" Hest along said North line of easement 287.32 feet; thence South
89°26'I$" West along said North line of eatd easement 374.69 feet; thence
North 0 53'53" East 1036.92 feet to the point of beginning containing 31.624
acres ■ore or less.
This property subject to en Arkansas Paler and Light Company easement along
the North side being 110 feet in width
CERTIFICATE OF OWNER LERTIFIU4'E OF RECORDINs 67- t 18.37 CERTIFICATE OF ENGINEERING ACCURACY CERTIFICATE OF SURVEYING ACCURACY CERTIFICATE OF FINAL APPROVAL
We the undersigned. Owners of the real This docuaent, number filed for I, Wes Lowder do hereby certify that Pursuant to the Little Rock Subdivision L ,
g Y I. M{chael Watson, hereby certify that Rules and Regulations, and all of the PROJEC ,`trot 1s►r �F, f '"fits.
estate sham and described herein, do record a2- .2�, 19 i n Plat Book this plat co rectly represents a plan this plat correctly represents a boundary conditions of approval haring been �C�T��H ' 3 '
hereby certify that we have laid off, �age /i_� made by ale, and that the engineering survey alsde by me and boundary markers completed, this document is hereby
platted, and subdivided, and do hereby requirements of the Little Rock Sub- shown hereon actually exist and their
lay off, plat, and subdivide said real division Rules and Regulations have location. accepted. This he authority is here
estate 1n accordance with this 1 g type and material are correctly r i a ••
executed under the authority of said .r- ••+••
az�' been complied with. slant. lP�
p S r, c Rules and Ragulatioa. � °� 51 a�; ;YL
JACQJRTA AtEX „R'DF -fit Clefkes, y9es'!'
4
tgned �. too cut on eg stere ro essTona xecu ton Registered
TMaar Clark Engineer No. +"?#3 �r, ti y
�s„4„•r„", 5urve Or NO. Qf'lr_ !/"- "_ `'7 /�. //'✓/ :F ,.. •y....,. '*K,...,, �r i+!`�
Feb 12 19 Joseph F. Sexton 1 A t t o', Arkansas r'+ ��r�TvT a'F., Arkansas * o Execution- a r"
Date o ecut on Name AII,ktiSdS ,•, •,�.••., �� rMc
01 N. Meridian St. Commission a
Q I .ATF or
�ddresslnd s,IN 46280 .' y T;• AllLahN .'• - L,,�? ,:
No Q5
Source of Title: D.R. Page
IH I,
Instrument No. 84-2307• • • .
No.4943 J/ :ftigE1 �'1�; \� VICINITY MAP 1+ F
IFS E pal N Ts
Mehlburger
Tanner
Renshaw
& Assodates
Architects -Engineers
Little Rock
Ei Dorado
Arkansas
COPYRIGHT 19
N4hlburgar Tmrw %nwww
6 Asaocalaa
DRAWN BY:
CHECKED BY:
APPROVED BY:
SCALE: 111 : 601
DATE: 1 - 19 - 87
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PROJECT NO.
284-124