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LEGAL DESCRIPTION - ENTIRE PARCEL 1 ��
-
Commanc{ng at a CENTER SECT 36, T-2-N. R-14-W, `, R2944.79'
PULASKI COUNT}', ARKANSAS-
Thence South 87 Degrees 59 Minutes 01 Seconds East, ', CDN21'SI'l3"W ,('r. y- \ rufuF_� �• �,JL'/��
along the north line of the NW1/4, SEI/4, said Section 36. �� `1 LC819.68' V ���, �`V- \
a distance of 1343.21 feet \ _- ♦�` ` .ss - 5P1G-�.Wa• \
to a FIP PINCH -PIPE and the true POINT OF BEGINNING;
Thence South 01 Degrees 34 Minutes 34 Seconds West.
along the east line of the WI12, SE1/4, said Sec. 36,
a distance of 1840 24 feet to a FIP PINCH -PIPE; �1
Thence North 87 Degrees 17 Minutes 20 Seconds West, \ G 0 T / �\ ����♦ ,
a distance of 547.53 feet to a FIP, 1
Thence South 12 Degrees 36 Minutes 08 Seconds West. —�`
a distance of 158.44 feet to a FIP: 1 Niaob �E 1 �� , \ g8.�6, ' -
Thance South 86 Degrees 58 Minutes 24 Seconds West, 1 20 00'
a distance of 4785 feet to a FIP; 1 Detailed
Of
Thence South O1 Degrees 15 Minutes 02 Seconds West, 1 1 Detailed Study - _ -
a distance of 154.93 feet to a FIP, 1 '�' \ `�- T Imps of
1 I pass 1 Construction
Thence North 87 Degrees 31 Ninutes 22 Seconds West, j I Q IA 1 _<�1 _ —
a distance of 417.38 feet to a point I { �' N/Ip- tit2 rl �Fi A -- —�-- on the east 'right-of-way line of Chenal Parkway, 1 "\��� 24.7s / - -----------'
Thence North 09 Degrees 56 Minutes 17 Seconds West 1 1 p1427 w ISLCNG UNE
= 1
along said east right-of-way line, 1 1 f f 1
a distance of 948.87 feet to a point. 1 1 1
Thence North 80 Degrees 03 Minutes 43 Seconds East 1 1 1 g 1
and continuing along said east right-of-way line:
a distance of 10 De feet .5 a point; dsw �1 e:
Thence North 09 Degrees .57 Minutes 08 Seconds West 1 ' � , �% � / � OQ
y
and continuing along said east right-of-way line. W I tGH 1 %
a distance of 4 00 feet to a point: p
3jE 1
Thence around a curie to the left P� �`� ��' �_ 1 ioAo /
and continuing along said east right-oJ-way line.
through a central angle of 19 Degrees 55 Minutes 27 Seconds _ 1 I Limits .Of Zone AE j t
an arc distance of 1017. 07 feet,a radius of 2924 79 feet and ', _ I P PbSE. �C I 100 Year Floodwoy i 1
a chord bearing of North 18 Degrees 46 Minutes 49 Seconds West 1 ITIOt As .Per Firm CAmrtwr" P t--
with a distance of 1015.60 feet to a point; --` 1 t rr ;
1 No. 050181 0005E 1
Thence North 60 Degrees OB Minutes 47 Seconds East, 1 ,
and continuing along said east right-of-way line, 11%j Dated Nov. 3, 1993 Jj --�,----_•-_, 1
a distance of 20.00 feet to a point; ', I c TRUCT 5' I// 1
Thence around a curve to the left 1 1y{ LK ALONG / J 1
and continuing along said east right tine. A ON CHENAL_ - t
through a central angle of O1 Degrees 46 Minutes 47 Seconds 1 ' , 1 / AR AY / L 0 T 5 1 36' Wide i v
an arc distance of 92.09 feet,a radius of 2964.79 feet and 1 N / / ± 1 36' Wide Pavement
a chord bearing of North 30 Degrees 44 Minutes 36 Seconds West
unth a distance of 92.08 feet to a point:
Thence North 3/ Degrees 38 Ninutes 39 Seconds West,
a distance of 16 t 04 feet to a point: 1 1 I7 c' a�(p � PVMT
t fs j1 1
Thence South 58 Degrees 21 Minutes 21 Seconds West. $ ��
and continuing along said east right-of-way line, 1 a ^ J '� 1
a distance of 10.00 jest to a point; (� '
Thence North 31 Degrees 38 Minutes 39 Seconds West, 1 �1 �Q`r 4' SideWOIkJ�Q
and continuing along said east right-of-way line, b
a distance of 80.46 feet to a point: 4' CONIC WALK 1
Thence North 66 Degrees 34 Minutes 21 Seconds East,
a distance of 467.8e feet to a point; tip' I A/ ��1n�
Thence South 87 Degrees 58 Minutes 10 Seconds East, ,, / I 1 J v
a distance of 1322. 99 feet to a point r 1 I / 1 No WNW `-t/ t -
on the east line of the W1/2. NE1/4, said Sec. 36, , l40' ADDITIONAL 1
Thence South 01 Degrees 12 Minutes 25 Seconds West, / , RIGHT -Or-wA� 60' ROW 1 I S�'� .51
mh a 1 N ` 1
along said east 1{ne, a distance of 22282 feet
I 11 � 1
to the POINT OF BEGINNING;
Containing 2953443.09 square feet or 67.80 acres, more or less. I \ ❑
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This Project , V�N+Ia. T c/ N
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Vicin tz Map = �`s-rA ul ^ � R E 6 REU:i+� ±"'•tt� - .1u lo, I 6
FESbIN�fA1 �11 t"1 Lo I I tJ�Scale: 1' = 2000' ^ P R !)i �� 1p .�£'>3
Z ENGINE£�t ' a 1 a PAGIS MpT/t�IER ,
T3,'2Tw
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P •°F �i No � c�`t 1 ---"�------- - 4.17 AREA OF REVISION 29.7 A
-----------------
CERTIFICATE OF SURVEYING ACCURACY MARCH 18, 1996, rev 4/ 1 5/96
W1pEN GIEN�t PAR.WAr t2' FOR 7DIb1 LAW CERTIFICATE OF OWNER
I, JOE D WHITL, HEREBY CERTIFY THAT THIS lOO 0 lOO 300
PLAT CORRECTLY REPRESENTS A BOUNDARY
SURVEY MADE OR VERIFIED BY ME, ALL WE, THE UNDERSIGNED, OWNERS OF THE REAL c
MONUMENTS REQUIRED ACTUALLY EXIST AND ESTATE, SHOWN AND DESCRIBED HEREIN, DO
ARE CORRECTLY SHOWN HEREON AND THAT ALL HEREBY CERTIFY THAT WE HAVE LAID OFF, —
SURVEYING REQUIREMENTS OF THE LITTLE PLATTED, AND SUBDIVIDED, AND DO HEREBY Scale 1 — 100 ft
ROCK SUBDIVISION RULES AND REGULATIONS LAY OFF, PLAT, AND SUBDIVIDE SAID REAL
HAVE BEEN COMPLIED WITH. I/+tS SURVEY HAS BEEN ESTATE IN ACCORD WITH T IS P T. PROPOSED PHASING PLAN
FILLED FOR RECORD WITH THE OFFICES OF THE
STATE SURVEYOR &CIRCUIT -CLERK wnTN THE LAST IENAL TES NOLOGY CENTER LOTS 1 &2 PHASE 1
SE N YEARS i 4_,g_95 ONTACT HANK KELLY LOTS 6 - ; PHASE 2 REVISED PRELIMINARY PLAT
DATE OF EXECUTION 425 W. CAPITOL LOTS 3,4,54'-9- 11 PHASE 3 A // Q
LITTLE ROCK AR 72204 L 0 T,.� `t - / C•^ " �(p ' �v.�
DATE OF EXECUTION RE D.R.PAGE --_ 0- WHITE
REGISTERED LAND SURVEYOR ADDRESS DEVELOPER
NO, 534, ARKANSAS 95-53121 CHENAL TECHNOLOGY CENTER
INSTRUMENT NO -- CONTACT HANK KELLY
425 W. CAPITOL
CERTIFICATE OF ENGINEERING ACCURACY CERTIFICATE OF PRELIMINARY APPROVAL LITTLE ROCK, AR 72201 A RKA NSA S SYSTEMS OFFICE PA R K
THIS PROPERTY IS ZONED 0-2
TIMOTHY E. DATERS, HEREBY CERTIFY PURSUANT TO THE LITTLE ROCK SUBDIVISION
THAT THIS PLAT CORRECTLY REPRESENTS A RULES AND REGULATIONS, AND ALL OF THE SEWAGE DISPOSAL — LITTLE ROCK WASTEWATER PLAN MADE BY ME, AND THAT THE CONDITIONS OF APPROVAL HAVING BEEN PART OF SECTION 36, T_
2 —N, R —14 — W
ENGINEERING REQUIREMENTS OF THE LITTLE COMPLETED, THIS DOCUMENT IS HEREBY WATER SUPPLY - LITTLE ROCK WATERWORKS
ROCK SUBDIVISION RULES AND REGULATIONS ACCEPTED. THIS CERTIFICATE IS HEREBY 2900 LINEAR FEET OF NEW STREET
HAVE BEEN COMPLIED WITS EXECUTEi RULES ADNDUNDER THE REEGULATIONS.THORITY OF SAID AVERAGE LOT SIZE - 8.4 ACRES LITTLE ROCK, PULASKI C_ OUNTEARKANSAS
F /J
DATE OF EXECUTION TIMOTHY E. DATERS
,I,r(Jyvl''Lf./1�� rat/
REGISTERED PROFESSIONAL DATE OF EXECUTION LITTLE ROCK PLANNING 61�✓ 1 (/L
ENGINEER NO. 5033, ARKANSAS CQMMISSION
WM IDA : & AiMOCCZ&7'IE.§'y H4(C.
Uv':_ -,3':E=RING ., ND D-ANNING do DEVELOPMENT, SURVEYING di
i cC• :r_-�w•-Rc:- CITrLE ROCK. ARKANSAS 72201
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