HomeMy WebLinkAboutS-1073-B Map 1EXISTING \
CURB LINE
LEGAL DESCRIPTION - ENTIRE PARCEL
Commencl7 at a CENTER SECT. 36, T-2-N, R-14-W, \
PULASA7 COUNTY, ARKANSAS:
Thence South 87 Degrees 59 Minutes Of Seconds East, ,
along the north line of the NW1/4, SE1/4, said Section 36,
a distance of 1343.21 feet
to a FIP PINCH -PIPE and the true POINT OF BEGINNING,
Thence South Of Degrees 34 Minutes 34 Seconds !lest,
along the east line of the W1/2, SE1/4, said Sec. 36,
a distance of 1840.24 feet to a FIP PINCH -PIPE; \
Thence North 87 Degrees 17 Minutes 20 Seconds West,
a distance of 547.53 feet to a FIP;
Thence South 12 Degrees 36 Minutes 08 Seconds West,
a distance of 158.44 feet to a FIP;
Thence South 86 Degrees 58 Minutes 24 Seconds West,
a distance of 47.85 feet to a FIP;
Thence South Of Degrees 15 Minutes 02 Seconds West,
a distance of 154.93 feet to a FIP;
Thence North 87 Degrees 31 Minutes 22 Seconds West,
a distance of 417.38 feet to a point
on the east right-of-way line of Chenal Parkway;
Thence North 09 Degrees 56 Minutes 17 Seconds West
along said east right-of-way line,
a distance of 948.87 feet to a point;
Thence North 80 Degrees 03 Minutes 43 Seconds East
and continuing along said east right-of-way line; ,
a distance of 10 00 feet to a point;+
Thence North 09 Degrees 57 Minutes 08 Seconds West S, -,i
and continuing along said east right-of-way line, 7 W 1 G
a distance of 4.00 feet to a point; r
Thence around a curve to the left I'AIV
and continuing along said east right-of-way line,
thr&Wh a central angle of 19 Degrees 55 Minutes 27 Seconds
an arc distance of 1017.07 feet, a radius of 2924,79 feet and
a chord bearing of North 18 Degrees Ott Minutes 49 Seconds hest
with a distance of 1015.60 feet to a point;
Thence North 60 Degrees 08 Minutes 47 Seconds East,
and continuing along said east right-of-way line,
a distance of 20.00 feet to a point;
Thence around a curve to the left
and continuing along said east right-of-way line,
through a central angle of O1 Degrees 46 Minutes 47 Seconds
an arc distance of 92.09 feet,a radius of 2964.79 feet and
a chord bearing of North 30 Degrees 44 Minutes 36 Seconds West
with a distance of 92.08 feet to a point;
Thence North 31 Degrees 38 Minutes 39 Seconds West,
a distance of 161.04 feet to a point;
Thence South 58 Degrees 21 Minutes 21 Seconds West,
and continuing along said east right-of-way line.
a distance of 10.00 feet to a point;
Thence North 31 Degrees 38 Minutes 39 Seconds West,
and continuing along said east right-of-way line,
a distance of 80.46 feet to a point;
Thence North 66 Degrees 34 Minutes 2f Seconds East,
a distance of 467.85 feet to a point;
Thence South 87 Degrees 58 Minutes 10 Seconds East,
a distance of f322.99 feet to a point
the east line ofj the W1/2, NE1/4, said Sec. 36;
hence South O1 begrees f2 Minutes 25 Seconds West,
along said east line, a distance of 222.82 feet
to the POINT OF BEGINNING,
Containing 2953443.09 square feet or 67.80 acres, more or less.
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ARAS N
REGISTERED _ a Tw-=
PROFESSIONAL auep' j- I I , JUNG lo, 1-1a16
ENGINEER �� 1 � i _ PAS ( � >d • 83 As:-:,
lop * • N t 1 Nsr31.2t'w
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?oTNo.503't� AREA OF REVISION 29.7 ACRES
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0�,�'� 1 PN`; z�■•..E.:.+✓ LOTS 4 THRU 8
CERTIFICATE OF SURVEYING ACCURACY �� "�' '' \— CMEkn. PARkWr" 12• FpR ,I� lA1E MARCH 18, 1996, rev 4/1 5/96
I, JOE D WHITE, HEREBY CERTIFY THAT THIS CERTIFICATE OF OWNER ' -
PLAT CORRECTLY REPRESENTS A BOUNDARY 100 0 _ 300
SURVEY MADE OR VERIFIED BY ME, ALL WE, THE UNDERSIGNED, OWNERS OF THE REAL
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, c
SURVEYING REQUIREMENTS OF THE LITTLE PLATTED, AND SUBDIVIDED, AND DO HEREBY Scale 1 " = 10 0 f t
ROCK SUBDIVISION RULES AND REGULATIONS LAY OFF, PLAT, AND SUBDIVIDE SAID REAL
HAVE BEEN COMPLIED WITH. THIS SURVEY HAS BEEN ESTATE IN ACCORDAplC WITH IS P T.
FILLED FOR RECORD WITH THE OFFICES OF THE
STATE SURVEYOR k CIRC IT CLERK WI THE LAST ENAL TE tV01.OGY CENTER
S N YEARS. 4-78-95 CONTACT: HANK KELLY
> f DATE OF EXECUTION
tv 425 W. CAPROL
LITTLE ROCK, AR 72207
DATE OF EXECUTION JOE D. WHITE D.R. PAGE
REG197ERED LAND SURVEYOR ADDRESS
NO. 534, ARKANSAS
INSTRUMENT N0. 95-53121
CERTIFICATE OF ENGINEERING ACCURACY CERTIFICATE OF PRELIMINARY APPROVAL
I, TIMOTHY E. DATERS, HEREBY CERTIFY PURSUANT TO THE LITTLE ROCK SUBDIVISION
THAT THIS PLAT CORRECTLY REPRESENTS A RULES AND REGULATIONS, AND ALL OF THE
PLAN MADE BY ME, AND THAT THE CONDITIONS OF APPROVAL HAVING BEEN
ENGINEERING REQUIREMENTS OF THE LITTLE COMPLETED, THIS DOCUMENT IS HEREBY
ROCK SUBDIVISION RULES AND REGULATIONS ACCEPTED. THIS CERTIFICATE IS HEREBY
HAVE BEEN COMPLIED WITH EXECUTED UNDER THE AUTHORITY OF SAID
44 - RULES AND REGULATIONS.
DATE OF EXECUTION TIMOTHY E. DATERS
REGISTERED PROFESSIONAL DATE OF EXECUTION LITTLE ROCK PLANNING
ENGINEER NO. 5033, ARKANSAS COMMISSION
PROPOSED PHASING PLAN
LOTS 1 &2 PHASE 1
LOTS 6-8 PHASE 2
LOTS 3,4,5¢ 9- 11 PHASE 3
DEVELOPER
CHENAL TECHNOLOGY CENTER
CONTACT: HANK KELLY
425 W. CAPITOL
LITTLE ROCK, AR 72201
THIS PROPERTY IS ZONED 0-2
SEWAGE DISPOSAL - LITTLE ROCK WAS! EWATER
WATER SUPPLY - LITTLE ROCK WATERWORKS
2900 LINEAR FEET OF NEW STREET
AVERAGE LOT SIZE - 8.4 ACRES
Rbri D I I- 0- TO oYJ NSW lU( �I��
REVISED PRELIMINARY PLAT
LOTS 4 - 9 (4-/,6.9w_
ARKANSAS SYSTEMS OFFICE PARK
PART
OF SECTION 36,
T-2-N,
R-14-W
LITTLE
ROCK, PULASKI
COUNTY,
ARKANSAS
1w=X-DA T7,23 !!1 ®ILIlI71 m6�y J1L V c
CIVIL ENGINEERING, LAND PLANNING do DEVELOPMENT, SURVEYING
401 VICTORY STREET LITTLE ROCK, ARKANSAS 72201
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