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2• 44.27
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STATE PLANE CORDINATES
NORTHING
FASTING
1
149395.574
1185951.158
2
147733.894
1185927.584
3
147324.212
1185917.363
4
147343.545
1185830.244
5
147887.214
1185356.185
6
148023.887
1185308.216
7
148124.309
1185283.372
148214.548
1185286.067
9
r8
148210.203
1185542.566
10
148410.158
1185549.623
,PAGIS MONUMENT # 2054-0104 148213.5711 1185818.0407
PAGIS MONUMENT # 2054-0103 147646.9915 1185798.8592
VICINITY MAP
7
1 ,Ti 40 Place `: aA
J f > -s •t 14,AVAILY
Fj i MWF011ESi �r QI.
0 g KAKI$ of I
100 I i_
1400 ' E
��� 1600I
16M
1 •. 1700 I -_
ai PROJECT 1800 I -
1_ I•_
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as
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e'�� B+ancA
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iarm
i e zoaa
;150D
3600 ••
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4WD
Lakes W 4100
Ninon '0jo a W r--'
B 4400
S r (al0 UM-11 ,IOTsv apC ^46DD 4I
�10) S 87055'11 " E
IPF
3/4' REBAR
-7.5' EASEMENT - -
o I 36
O �
O
N I
2� 15' EASEMENT
236.79'
w
O
z I 1
0
I
35
m
�9,°I
CDB°7
236.76'
N
.
1.sR•
I
401.801
NE COR., SE 1/4, NW 1/4,
SEC110N 8, T-1-N, R-13-W
1?5.00 POB 13 F4L=REBAR
_ } ------
P�>4 7.5' EASEMENT-� �onry �,'\
0' /
1CI
5' EASEMENT
0' EASEMENT oa
115111a: h'
20' EASEMENT
o°b3 �FQP°o°
P}�OPERTY DESCRIPTION
of o
I o
Part of the SE
1/4, NW 1/4, of Section 8,
T-1-N,
R-13-W, Little Rock, Pulaski
County,
10
I 2
-
Arkansas, being
more particularly described
as:
V I
o 11s.00'
I
Commencing at
the NE conrer SE 1/4, NW
1/4 of
Section 8, T-1-N, R-13-W;
thence
S 02'0226 W
along the West line of the
SE 1/4,
NW 1/4 of said Section 8 a
distance
9°b.
I
of 662.10'; thence
continue along the West
line of
the S 1/4, NW 1/4 of said
Section 8
O 1 v N ° �° S 01-25.45" W 409.81'; thence N 77.29 16 W 89.24 ; thence N 41 05 14 W 721.32 ;
o thence N 19'20'23" W 144.85'; thence N 13'53 45" W 103.45'; thence N 01'42'40" E 90.28'
Z I ig I V) 3 I thence S 89'01'46" E 256.54% thence N 02'01'17" E 200.08% thence S 87'55'11" E
9 1ry 34 I I� 3I < H01 EASEMENT I 401,80' to the point of beginning, containing 10.56 Acres, more or less.
256.54' I3/OBAR it - - - - �15�EASEMENT _ - - - +y�° NI a I 115.00'
65.01 _• 36.27 _24.73 61.00 �56.74 - ��' Pi �O I o
61.00 c�1 p°.
o-ih n� O. /Lo' rLA l>• - ^h in 0 I la O
I I 4 1
10' EASEME�T
29 30 31 „S.oa'
32 331 0 9
u, o
1 T- - I ui �O,
fro 0
___co 25' BUILDING LIN_ i 5 1 N
^ 42.80, a ^ r10' EASEMENT T- - -
61.00, eo 61.OU' - - - I I 115.00'
90.00'
-J I 9�0, I o° ZONING - R2
_ _ _C_H_ EYENNE COVE 50' �W o I I 6 3 eooK D, PAGE 614
N 8T28'Zt" W 145.26 - - - -- r
�� N 87.28'21" W 210.01' POINT WEST 3RD PHASE 3
90d0'0'
72.G6 _, I I I N
_ r-
6-7-� �g I l� 1 J� .00' %1 80.00, .1 115.00' (V
EASEMENT T ti9 I sue. 90 j- I I 90� O
° I LO ( 25' BUI D N LINE g \ Yp, I I N
4.43�01� at I IUj I I I o I 7 I 00
- �ry 24 to to I F
ci I I v a i 40 10 I fo 115.00
37
N I� I �I I I� � W CURVE # 1 CURVE # 2 CURVE # 3
gb o IU I 1 10' EASEMENT �01-, - o° A = 107'43'38" 4 = 90.00'00" = 89 11'01"
6^0 I I GR w o I
15' EASEMENT qo R= 150.00
v^ 109.86 I o I 69 J 1 1I9 s I _R I z 8 t o R= 150.00 R= 115.00
eD.00' °' wiry so.00' I NIrY L = 282.03 L = 180.64 L = 233.48
r ti9 IQ a �
I P
T= 205.43 T= 115.00 T= 147.88
-S a ID
93o4Iz 115.00' C = 242.28 C = 162.63 C = 210.62
23 SEMENrJ I�5' EA
00 PT U c 9
6R 17 9C h �, 1,, 39 38
11 115.00'
<01
ST \2-
,2-20'n
I \�` \ i)R
22 I
m '�o�� .,1 11 10 P
102.4T'45 \ \ - -' J 1 115.00'
\\ 9
w- i \ \ .o
Sy6 \ 1 \ P - ---- \ PC o, I rci C�
Rs� N 7 57'34" W 95.00' -- o I 11
.59 9i•"52'56' .
-yb 9.9 1B? 70.00' , L_. 1-0' EASEMENT 001
- -- - - - - -
° 20
aP 4 I s� 2
0 °° �• 1" so'
� ZONING - R2 I =
I o �,- i 1 12 BOOK D, PAGE 853Ln
I _ -
�'s, \ 19 118 I tC N' CN I I POINT WEST 4TH ADDITIgN
\ I 0 50 100 150
20.6' -I t-•15' EASEM T I p 0 1 t 5.77'
I c�
sz ?, R I rU \ v - °o Ip'ht
81.76' 9S 9Sg u \ 7J"9 13
�• 1
yz a• EASEMENT i T -:ky I \
10' EASEMENTS 1 9ti \ I - - - -
7/ 15 ,` \ 90 \� I \ \9�4 3 R I cL
EXIT a2�• \ 17
�17-
�e 3 Sig \
" vu. 15' EASEMENT \ 16 �4��5.25¢0"o O - -. \ 14
5 LA
PT
r. ma s4
`,;,` IPS r. \ %
15 \ 103,50'13 \ /
\ PI I - - \ 5R
7.5' EASEMENT-+ \ /
a �\ 14 to \� ,' ZONING - R2
BOOK D, PAGE 853
'6 �• I^ /POINT WEST 4TH ADDITION
1�gy 8 w.1a '
t? \
P 4" REBAR
N >>•29'16T. W 89.24•IPF
9
89• 243/4' REBAR
CERTIFICATE OF ENGINEERING ACCURACY
I PATRICK M. MCGETRICK ------ HEREBY CERTIFY THAT THIS PLAT CORRECTLY
REPRESENTS A PLAN MADE BY ME, AND THAT THE ENGINEERING REQUIREMENTS OF THE
LITTLE ROCK SUBDIVISION PULES AND REGULATIONS HAVE BEEN COMPLIED WITH.
DATE OF EXECUTION T NAME, REGISTERED PROFESSIONAL
ENGINEER No. ���ARKANSAS
CERTIFICATE OF SURVEYING ACCURACY
_ ROBERT C. LOWE -- 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.
NIA
"" 1
2IZe��S S
DATE OF EXECUTION NA REGISTERED AND SUR YOR
No.1ARKANSAS
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.
- --
-2�Z8 SIGNED
iS
DATE OF EXECUTION NAMEriwe
ADDRESS. er S,y,� �,� vy95
SOURCE OF TITLE: D.R. -___._ PAGE
INSTRUMENT No. 84_ H--
CERTIFICATE OF FINAL APPROVAL
PURSUANT TO THE UTLE ROCK SUBDIVISION RULES AND REGUALTIONS, 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.
SIGNED
DATE OF EXECUTION L.R. PLANNING COMMISSION
CERTIFICATE OF RECORDING
THIS DOCUMENT, NUMBER ------ FILED FOR RECORD 19_-- IN PLAT
BOOK -_-__, PAGE
SIGNED
CLERK
GENERAL NOTES
1. ALL EASEMENTS SHOWN TO BE USED FOR UTILITY OR DRAINAGE
2. IRON PINS SET AT ALL CORNERS
3. ALL DISTANCES SHOWN ALONG CURVES ARE CHORDS
4. ALL FRONT BUILDING LINES TO BE 25' UNLESS OTHERWISE SHOWN
5. LINEAR ERROR OF CLOSURE EXCEEDS 1' IN 10,000' UNADJUSTED.
StiAiF p`F.
PH 0 F E0f1rAZ
W
A xxcU
'per * !
No.4566
tCfi' A4 Sv1 �0'�.
4 S'TA'f[: nF �iO
•�'r(PlU Nry 7 C; r
FINAL PLAT
POINT WEST 5TH ADDITION
LITTLE ROCK, ARKANSAS
MCGETRICK ENGINEERING
FNGINE£RING / LAND DEVELOPMENT CONSULTANTS
Little Rock, Arkansas 72221
FEBRUARY 28, 1995
FI
D 1 � � A�
As Signed