HomeMy WebLinkAboutS-0285-AA Map 2s
n
June 30, 1995
Legal Description
Part of the E1/2, Se
Arkansas, more partic
southwest corner of L
Arkansas, said corner
Ranch Drive; thence nor
line, being the arc of
a chord bearing dist
S42e211354-W, 600 ft.;
along the arc of 746.;
chord bearing and d
N36e501240-W, 91.16 ft.; thence northwesterly along the arc of a
447.46 ft. radius curve to the left, having a chord bearing
distance of N57e10100"W, 310.871; thence N11e00120"E, 4.86 ft.;
thence northerly along the arc of a 984.93' radius curve to the
left, having a chord bearing and distance of N8e3510811E, 83.171;
thence N6e09157"E, 222.68 ft.; thence N81021137"E, 400.43 ft. to a
point on the westerly line of Tract S, The Ranch, thence
S45e08132"E along said westerly line,270.861; thence S29048'12"E,
and continuing along said westerly line, 468.991 to the northern-
most corner of Lot 1, Tract F, The Ranch; thence S6100513111W along
the northwesterly line of said Lot 1, 173.851; thence S31023151"W
and continuing along said northwesterly line, 217.70' to the point
of beginning, containing 10.01 acres more or less.
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CERTIFICATE OF S RVEYING ACCURACY
L .JOE D WHITE, HEREBY CERTIFY THAT THIS
PLAT CORRECTLY REPRESENTS A BOUNDARY
SURVEY MADE OR VERIFIED BY ME, ALL
MONUMENTS REQUIRED ACTUALLY EXIST AND
ARE CORRECTLY SHOWN HEREON AND THAT ALL
SURVEYING REQUIREMENTS OF THE LITTLE
ROCK SUBDIVISION RULES AND REGULATIONS
HAVE BEEN COMPLIED W
DATE OF EXECUTION OE D. WHITE
REGISTERE➢ LAND SURVEYOR
NO. 534, ARKANSAS
CERTIFICATE ❑F_ENGINEERING ACCURACY
I, TIMOTHY E. DAT'ERS, 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.
DATE LTF F-YFCUTION
LERIIF [CATE_t[_F_0 N R
WE, THE UNDERSIGNED, OWNERS OF THE REAL
ESTATE, SHOWN AND DESCRIBED HEREIN, D❑
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
Financial Centre Corp.
Rapnch Prop roes, In
900 S. Shox IPFord, �61te 300
Little Rock _AR. .12211
DATE OF EXECUTION
D.R. — PAGE — ---ADDRESS
INSTRUMENT NO.
CERTIFICATE OF -FINAL APPROVAL
PURSUANT TO THE LITTLE ROCK SUBDIVISION
RULES AND REGULATIONS, AND ALL OF THE
CONDITIONS OF APPROVAL HAVING BEEN
COMPLETED, THIS DOCUMENT IS HEREBY
ACCEPTED, THIS CERTIFICATE IS HEREBY
EXCLUTED UNDER THE AUTHORITY OF SAID
RULES AND REGULATIONS.
TIMOTHY E. DATERS
REGISTERED PROFESSIONAL. -- —•
ENGINEER NO. 5033, ARKANSAS DATE OF EXECUTION LITTLE ROCK PLANNING
COMMISSION
CERTIF CATS -OF _KQRDING
THIS DOCUMENT, NUMBER—__ _,FILED FOR
RECORD_______ --___, 19 IN PLAT BOOK
PAGE-----._—�—
GENERAL NOTES:
1: IRON PINS WERE SET AT ALL LOT CORNERS
2. ALL EASEMENTS SHOWN = —'" —ARE TO BE USED
FOR ACCESS, DRAINAGE AND/OR UTILITIES:
150 3. LOTS WITH ROUNDED CORNERS ARE
MEASURED TO A POINT OF INTERSECTION
OF LOT LINES AND NOT POINTS ON A
-- CURVE.
4. DISTANCES SHOWN ALONG CURVES ARE
CHORDS.
R 1DI'• F,T TNTEPSFrTICNS 7F STRFF'
RIGHTS OF WAY ARE r'S'
6. ERROR OF CLOSURE;
7. PAGIS MARKERS WERE SET AS SHOWN.
1 VV !II(1L LI iL" Dail 1 1C111CIA , /.A: d'iIAYgoli.. ffA J1 L1./99 I V (C.
CML ENGINEERING. LAND PLANNING do DEVELOPMENT, SURVEYING
401 VICTORY STREET LITTLE ROCK, ARKANSAS 72201
PLAT OF' LOT Z TRACT F
THE RANCH
AN ADDITION TO THE, CITY
LITTLE ROCK, ARKANSAS
Revised
OF I Date 6-30-95
h Nor
I Scale t-----�
1 Survey W. I Drawn By: I Checked By: I Approved By 1
Sheet of