HomeMy WebLinkAboutZ-4249-C Map 641
PROPERTY DESCRIPTION
PART OFR-13-WHE , LITTLE ROC4 THE 1✓OUN� .1 aAND FNSAS�BEiN iMQRE SECTION 1,
PARTICULARLY
DESCRIBED AS FOLLOWS
COMMENCING AT THE _SE CORNER OF THE SE 1/4, SW 1/4 OF SAID 'SECTION 1; T t -N, R -13-W;
THENCE N 89`43'58" W 2&00': THENCE N 01'41 02 E 543.00' TO THE POINT OF BEGINNING;
THENCE N 66°31'58" W 672.77', THENCE N 87-"01'58" W 270.OGi'; THENCE S 01°22'42 W 191.70':
THENCE N 87`01'58" W 410.24, THENCE S 0262'57" W 52.41;, TO A POINT OF CURVATURE ON
FREEWAY DRIVE (SAIDPONT BEING THE POINT OF CURVATURE OF A=CURVE TO THE RIGHT HAVING
A CENTRAL- ANGLE :CF 91°00 ;5" AND RADIUS OF 275'), THENCE IN A SOUTHWESTERLY DIRECTION
ALONG THE ARC OF SAID CURVE rO THE RIGHT -TO A POINT WHICH IS S 47°33'14" W 392.32' FROM SIG EASEMENT
THE POINT OF CURVATURE THEREOF; THENCE N',816'50"28" W' 70.96' TO A POINT OF CURVATURE ON 20-�
FREEWAY DRIVE (SAID POINT BEING THE POINT OF CURVATURE OF A CURVE TO THE LEFT HAVIN,' A so o so 120 ,- 7
CENTRAL ANGI:F OF 113"37'00" AND A RADIUS OF 35';; THENCE IN A SOUTHWESTERLI/ DIRECTION 1,6 1
TO C. F r 7! 7 –
ALONG THE ARC t1F SAID CURVE 0 TME LEFT: TO A POINT WHICH IS S 36"1502" W 5858' ROM THE
POINT' OF, CURVATURE THEREOF. SAID POINT ALSO BEING A POINT ON THE EAST RIGHT -0c -WAY OFT4,
RODNEY`PARHAM ROAD THENCE N 2033'28" W ALONG THE RIGHT-OF-WAY OF RODNEY PARHAM ROAD �47°
108.07'; THF -'NCE S 86 56''48' F 146.33' TO A POINT OF CURVATURE ON FREEWAY DRIVE (SAID POINT ,Q
BEING THE POINT OF CURVATURE OF A OURVE` TO THE LEFT HAVING .A CENTRAL .ANGLE OF 91°00'35 133n
AND A RADIUS 225'); THENCE IN A NORTHEASTERLY DIRECTION' ALONG THE ARC OF SAID CURVE 0 ms`s
THE LEFT TO A POINT WHICH ISN 4433'14' E 320.99' FROM THE POINT OF CURVATURE THEREOF; 31 r
s`
THENCE N C2'02'57" E 66.26" TO A POINT OF `CURVATURE ON FREEWAY DRIVE (SAID POINT B171NGTHE POINT OF CURVATURE OF A CURVE TO THE RIGHT HAVING A CENTRAL ANGLE OF 9055 0 " AND
A RADILI� OF 2 5); THENCE IN A NORTHEASTERLY DIRECTION ALONG THE ARC OF SAID CURVE TO
THE RIGHT TO H POINT WHICH IS N 21`3113' E 150.00' FROM THE POINT OF CURVATURE THEREOF; � _� R LOT 6 �Ill
THENCE N _2'02'57" r 77,78'; THENCE N 57'56'02" E 226,95' THENCE N 73'16'02" E` 407.20'; 9 � tp 15750 SQ. FT.
THENCE N 82°5 t F 667.50'; THENCE S 0 G8 58" ;E 274.10'; THENCE S 20'46'58" E 104.00'; ,��®�6� / cv
THENCE S 45°2n 6 " E .8 c`_='; IHENBE S 01'37'00" V-1071 THENCE N 88'23'00" W 20.00' TO Gj1 +�,Co` / x LOT 5
THE PONT OF BEGINNING ONTAINING 12.69 ACRES, -MORE OR LESS. 14800 SC. FT.
I
I / BLDG. LINE-
--- _ ..-�_�
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77.78 1J A^ly
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FI _ 3
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200 0
S 87°18'00 E 79.1 T, zo4o-000z
VE
a,.. 64
54'51 44l 9 i.7S'
i
"30 1.j c 3571 E 67b
25_0 SLOG. LINE gy q �a
270,GG
f
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55' EASEMENT -1
82.'52'02" E 66`50
39-5.e 2 i
i;
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25.(y
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LOT 7
15750 SO. FT. !
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r 41
LOT 8 ----' i
5.56 ACRES__-- !
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- 1 �'!rr rr rrrrr `lS
5' unuTY EASEMENT 30,'
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S 45�2y(6"3 `
26,85
Ai
4013 EASEMENT--!
0
�r s %, LOT 4
I r91ui) SQ. FT. _
LOT
'
'( r (� 'ERTIFICATE OF ENGINEERING AUGJRAC'I
(CNI ty �87-01-58"
e/� . �. PATRICK M. McGETRICK._._ _ NEPE9� _Lana., THAT THIS P A
N �i 7• �I P, AN MAUE-B-, M.. kNC THAT • THE Ew ;IhEEti.Fil- FECU:R E _
G W t
�Q -. - +%� - 4� �, 2' SU$O1V1SiON RULES ENO. REGULATJONS HAVE BEEN COMPLIED WITH.
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'S 02002'57'° w- -- - - -
O r. ( ,. DATE C! ;r FL •t\ 1 �lME. R�� R i' RO ESSIONAl
2 �( S. v I -ER 4 ( _ ARKANSAS
TAG URArY'EkTI,'1
� e
RO®ERT C LOWE Hr_REBY CERTIFY THAT THIS PIAT CORRECT ,
(� A .,,.v_.�_ .4 R ENTS A 3CUNDARY SU•NE - MAD raY ME AND f3vUNDARY MARKERS SHOWN HFRFON
V VL CURVE DATA :__Y EXIST AND THEIR LOCA-IONTYPE AND MATF_RIAL ARE CORRECTLY SHOWN.
G E h $ s CURVE #1 CURVE # 2 7 lS - —
r u `. �, zc" _ �,I_, ,y, L4 e .•F t:tt�J RON NAVE REC STEREI, SUR YQR
. j.�__ AP.LANSAS
1
I / � 0 - CERTIFICATE OF CWhlrR
147 J(,', L — YI '.fJ .. 47E, THE UN", ':,'.Eu OYRiERS OF THE REAL ESTATE SHOWN AND DESCRIBED HEREIN,
' G - IVl HERESY '- * THAT gE HAVE LA -AFF, PLAITED, AND SU$OIVIGED. AND DO
pt I T 254.4. T = 2 _ 3. _=: U\� " "
4 / i - _ .,, -- H : PI LAY OFF LAT, TIC _UBbI';!DE SA.D REAL ESTATE IN ACCORDANCE N7ru
{ - `,�!1C,h5 _8� 1,' 411" FLAT. _ -
' —� INC,
_ 1, A' DATE F XE�TYM f'
�L q � � x?. vAME rI
1 S 6� __8" E R �'' - .,... ADDRESS 701 NIEST 12TH
�' 1 •p/°q p�°�y �p t'� �•�s °� p app
r— --_ —` .1`-- ~m — — u�' d7OUND i CURVE DATA
souRCE of TILE. u.R. _aAcc LITTL€ ROCK, AR. 7220`
146.33 .
INSTRUMEN` N> 4 78188
%°I 2.'30'" E. 1 5. �CERTIFICATE GF FINAL APROVAL
_ _ _ CURVE 3 CURVE 4 CURVE 5 CURVE # 6
�/.), -. PURSUANT TO ! a A E SU
4i 20033'28"
/•{ g i. _____--� � G BJIL!-i'NI RL1L.E5 !ND RFGLIACfI0N5, AND :ALL OF
__ U lAPPROVALw
ryry ! O� .h.-1 �' R I r 1- DOCUMENT IS
3 G -.l _AT Hf a a r I COMPLETED. III_ .Ho HEREB}-
. 1 .; L, �, ,� : r _ � EE• D RnCiC,.Tr '., htrN,ES ESV �cD !,hDER j'+E PUTHORIT"Y OF SATO
1, 2Ja.4��
108.07 �-�A.: ti p. � R 25.0;) F 226 _r, - - , _ ,, ES ,r,1: RE .L;:TL,rIs
tFel I L _ 45'.03 L ',5 39 - = 6 4n L = 436.82
I 2 z T..T T _ _ —___-_
T - 8.fi.: 7 = �'_1 T = 279 89 17,14.25__
Pi 11/_U
- GA.E GrFT xEC I �K. PLSh,A'YG .-)MMIbS ITN
A ---- —_ 56�5�'2�" = 320: 74 = _ i < _
39 32
_ �S 361 5'02" r
Q Aa .SQ� 70.96 C'E'T jrj fQF RECORDIN(;
58 3
2 A
L
f,l
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N., . 2'r,"49 30. W 198.00-
'..`L_y. (�S
kGs�J x[v
I
"ER ICL�\A wca E',EN.
-N 2616'W d ERA, NOTES
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7� \A _ ALL BUILDING LINES ARE FS L. OWN
AI i_ DISTANCES ON CURVES ARE CHORD DISTANCE
\\
ALL CORNER RADII APE 25', UNLESS OTHERWISE NOTED,
Y 8
8 ALL STREET R -10 -Vi
4NL UL -DE -SAC RADII ARI' 5.T. JNLE SW uTHrawlsE vorEo --------- 0EASEME T
N 50 4'3 30, W�%✓ 30 F1.� 5. ALL EASEMENTS SHOWN ARE 10'• IN NOTE, UNLESS ,JTHERWSE .NOTED
aaacen�j
R- 4 N E✓`1' c �/ a ALL EAs=MENTs crl CnMwoN Lor LINES ARE Ic' Ira wIDTr„ 5' EITHER
2'30` NJ 243.71 LJ�
r y l,'N ESS �THFRWiSE NOTED
- ELLC11 Oa � a ee
0 � ' o g 5 $❑C 7. A.L EASEMENT'S ARE., HE .:SED FOR UTILITIES AND/OR -DRAINAGE
L TTE
[� L
W. 12TH STREET `� � � � a" ml�C S. w ETR, :,F LOSURF.
0'� R�1 �C7C y CURF FEAPINL , PAJAS MO6UMENT #2104uw+as S� AND ACCESSORIES.
•a"ov. o .. o v
10. RON PINS. (1/2" REBARS) SET AT ALL LUT L.ORNE:NS, _
. _ :,?,•A, POiN"S OF c�Uk`dE AND PCINT� OF ,NTERSL.-.ICIN.
I
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Y c6
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ZA as � w i i
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10` UTIUTY EA ENT Ci?
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i
N 01041902" E <
543.00
LOT 9
N 88°23'013"'
20.00
—1 SE CORNER OF
% SE 1 /4i S' 1/4, SEC, 1
89043'58m W T -1—N,, R-13-
20.00
w
MCGETRICK ENGINEERING
ENGINEERING / LAND DEVELOPMENT CONSCL-;,VTS
Little Rack, Arkanses 72221
JULY 7, 1995
STATE PLAIN COORDINATES
NORTHING
EASTING
1
149377,702
11207055.474
2
149645 614
11206448.350
3
1496559,i590
.1206178°712
4
149467.94
1206174,138
5149489180__j
1 05754 445
6
149436 -1 82l
1205752 `,7G
7
149172-007
1205470 J72
8
1149175 7931'0;7'02_,
,
9
149128.55
11205767 570
IC
14922° 744
705323620
11
149221 935
120-5475 740
12
149418.570
1120-5712.0
13
149504. 732'
1205 1+ 97
14
I1�.�, r
1_v_ .i 69..r�6
11�
l--° �
� ��
I 120j/72 ? i7
_16
� 14 84?98
110` -,n5 Ey9
xI/
143 C 7
I` 9206355.05
18
15L 042 65G__j
1 21C 017.91
-9
149769-277 1120703
725
�12
149653.207
149377.1 37
11207E )7 !
',207C85.466
3
1496 3 5. 833
11206412 725
L2-1
149/12363206'iL�3.684
N 01041902" E <
543.00
LOT 9
N 88°23'013"'
20.00
—1 SE CORNER OF
% SE 1 /4i S' 1/4, SEC, 1
89043'58m W T -1—N,, R-13-
20.00
w
MCGETRICK ENGINEERING
ENGINEERING / LAND DEVELOPMENT CONSCL-;,VTS
Little Rack, Arkanses 72221
JULY 7, 1995