HomeMy WebLinkAboutS-0054-T Map 2' o S 87.55011'a E 401.80' NE COR., SE 1/4, NW 1/4,
IPF J SECTION 8, T-1-N, R-13-W
3/4" REBARF,�,. pF
ry11 .00rOB 3 4_RE6AR7.5' EASEMENT ° I ) 7.5' EASEMENT°o 36 00 i �I J{ 1 mO ' I n f 5' EASEMENT
O �,9 10' EASEMEN a°
N JLIJ 0 I F Oa 20' EASEMENT
-asEASEMENT 236.79' J �+ I 9° aJj- A PROPERTY DESCRIPTION
L1J o � f o�
1 0' o 0 o Part of the SE 1/4, NW 1/4, of Section 8, T-1-N, R-13-W, Little Rock, Pulaski County,
35 I I i ^�' 2 I Arkansas, being more particularly described as:
m II__ cat 2
P9• ( Commencing at the NE conrer SE 1/4, NW 1/4 of Section 8, T-1-N, R-13-W; thence
(D 236.76' f >. I v S 02'02 26 W along the West line of the SE 1/4, NW 1/4 of said Section 8 a distance
9
° f of 662.10'; thence continue along the West line of the 5E 1/4, NW 1/4 of said Section 8
p o 8 I MI N o�° I °° S 01'25'45" W 409.81% thence N 77'29'16" W 89.24'; thence N 41'05'14" W 721,32';
'00a l I 1 3 ( 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 e I to thence S 89'01'46" E 256.54'; thence N 02"01'17" E 200.08'; thence S 87'55'11" E
. 3 cn 0 EASEMENT
f/'8�) o PF G1 h� 34 a r I f 401.80' to the point of beginning, containing 10.56 Acres, more or less.
�0) 13F4" REBAR S 89*01'46" E 256.54' 13/4" REBAR qo"'� - - - - 5' EASEMENT �90 I N+ 115A0'
I °• w
155.25' 65.01 - 36.2?' 24.73 61.006
4sy1?.--- --- --- -- - --�-_� 61.00 - Wm090.00
Jyl O, 0I o0I r oo.
1
O 1 v 10' EASEMENT I
( ,0 28 I 115.00'
CN 29 a 30 31 _� 32 0
� I ' 33
O j IN I r0+ o
Z �, I
7� _ a 25' BUILDING LIN I f ' C)ye. _
C.A Z�. •.U642.80Q� `o �0' EASEMENT -.--,y -- -- -c - ---- I �
`a ^23.98'
27 B1.00 2 61.00 - - � I 115.00' I CD
1 12" 14 so.00' J I
9'b, I o° ZONING - R2
`�- '1 _ _-_ _ .CHEYENNE COVE 50' R1W BOOK G, PAGE 614
'n cw �8T28'21" W 145.26' T ci 1 6 0
1 93.27' �� 90a0'D• -- N eTza'zl ' w zlo.ol - - f I I POINT WEST 3RD PHASE 3
of a
�, 5° r 72.06' ---� I N
l l,16 .._ \ I� I J 80.00' >> 80.00, , 75.00' N
b PF 17 33'22" \ A• °R' EASEMENT 1 oti° `� E - 9� I 9 0 ;�
(rt \ N / 5' BUI N ' LINE' I A
3/ " RE@AR Vot'39�a5" % 1A l I - - - -
�, \\ 26 J 54.43�oa i W I I II I 7 I9
? - 24 I� iw o 1 0l 0 1 10
f q I 1 o w ---I 8 1 1 of 1 o I
25 I N I� 1 140 I of 37 I 9 w 115.Do' I CURVE # 1 CURVE # 2 CURVE # 3
N v / �056 I C jU I 10' EASEMENT-� 00 W �0.1 15' EASEMENT �O °
W /t 75' EASEMENT o �b t09.e6' I o I f I ao c = 107'43'38" 0 = 90'00'00" = 89'll'Ol"
l v I } ay, I �, f z l g t o R= 150.00 R= 115.00 R= 150.00
118 m ° z eo.oD' ° 9�ry so.oD' I NIA o L = 282.03 L = 180.64 L = 233.48
�Z r °� > �ry9 IQ a e IQ I ml I T = 205.43 T = 115.00 T = 147.88
0' \ > 23 ° I IJ I�4j goti gJO+�, 1 �93 3 Z I 1 tts.00' 1 C = 242.28 C = 162.63 C = 210.62
0
,y�,59 \ \ ::..�3 n PT IC..) II I 15' EASEMEN � I -��j� - g�0. to °
13%4" REBAR \ir �`1 IS�89 n ,' >' 1 O
CA IT �U' 1
`�?•�q': 44.77 17 �, 9° 1 �i. �`� \ lam' I 38 J �� �I
1 i
6 115.00'
�9 12.20v2" \ \k& N I^ I qb. 122
10
oo
m
�R
STATE PLANE CORDINATES
NORTHING
EASTING
1
148395.574
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
1155283.372
8
148214.548
1185286.067
9
148210. 203
1185542.566
10
148 410.158
118 55 49.6 23
PAGIS MONUMENT # 2054-0104 148213.5711 1185818.0407
PAGIS MONUMENT # 2054-0103 147646.9915 1185798.8592
VICINITY MAP
P
PIa" s I I q
uTur. a
wN wnFSr lslr•
0 ,ro �1 7 1(ANIS k ff I
8 1200
/ 13w i--
1400
Ism I_ a ,-•
1600
fat PROJECT Iwo I -
ISoc
OLDS
2400
?300
,Ting Valley _ 7600
q ,.( 2A1r0
aanl
d't? Brunch ..2CQ
tarp
g g g $ g Pa J400
��i�•Tt�a
8$ a ,.
xowr asoe
4eoo
Nunn b •+r 4200 r---.
qD a.100
4400
(OLO Uvpen MTa A.,G, h 4-w 41
\ p \fir , I 1 0
iO \02•Il•4,5 \ ` ---U I 115. Do'
mow. j \� \\ \ � 9
O
\ \ N PC
0.
49� N ti / 57 34" W 95.00' a 11 0
U.)
_
'S6 9'92 1B� 70.00' , _ r-10' EASEMENT o
1ST '°+ g° a 9 - 2
�p ZONING - R2 i 1- 50,
12
o' I CF BOOK D, PAGE 853
Lo
POINT WEST 4TH ADDITaN19 -'
0 50 100 150
20I^ f--15' EASEMENT f o 1 '15.77'
PC a-
0 s9.57' - - L 81.76- 9s� u I ` ' �,
EASEMENT 18
S y6�?• � - _ j \� \ 13
EASEMENT - - - - - - -
7i I `ass, 1
c4'G o cli
15' 1 �• \ \ \ �9?
ELT 1 / \� (
ee�rrs` .��. 11996 \ N� ' \
r \ 'O � 1
r c� •2J \ 8 J
to \10
1g� I •N 15' EASEMENT \ 16 /?O 52�340"0 1 ^� -- �\
r_ urrvlt ;J;1, , p 'L � O °°• iA `�` -- - Si�X �a V •
�o1;S PT
M. MTN � i
loi
I g ST IPS
-XX r \ I ' \i a3'
15 �, � r, \
" 103.507 3 0 \ /
PI I - \ 5R
7` y /l \ ry° 7.5' F•ASEMENT•�
14 \ o ZONING - R2
la \\ / BOOK D, PAGE 853
POINT WEST 4TH ADDITION
I ,&wI \ ��sr, J
we,m1�D` J (
4" REBAR
7j*29161, 89.24- 9
( ,Y 8g•24' 3/4' REBAR
CERTIFICATE OF ENGINEERING ACCURACY
1, 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 RULES AND REGULATIONS HAVE BEEN COMPLIED WITH.
g/ SIGN 1
ay-p `-------
DATE (1F EXECU�TION NAME, REGISTERED PROFESSIONAL
ENGINEER No. 451K-- ARKANSAS
CERTIFICATE OF SURVEYING ACCURACY
I, - 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.
SIGNf
DATE OF EXECUTION NA REGISTERED tAND SUR YOR
No.�ARKANSAS
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.
SIGNED
DATE OF EXECUTION NAMEfPvc ea6/aje rvR SRC /®iefileea -
ADDRESS�vRr y4t5
SOURCE OF TITLE: D.R. ------ PAGE
INSTRUMENT No. 84_2665�
CERTIFICATE OF FINAL APPROVAL
PURSUANT TO THE LITLE 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.
S
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.a E,vGlPi:
Nc.4566 ,
STWIF,
!
1 rw� .
rp
FINAL PLAT
POINT WEST 5TH ADDITION
LITTLE ROCK, ARKANSAS
MCGETRICK ENGINEERING
ENGINEERING j LAND DEVELOPMENT CONSULTANTS
Little Rock, Arkonsas 72221
FEBRUARY 28, 1995
FINAL PLAT
BY:
DATE.: