HomeMy WebLinkAboutS-0285-UU Map 2�nr
ARKANSAS STATE PLANE COORDINATES
(NORTH ZONE) Monument
N
173174.65
E
1171768.09
$at
I/2" Iron
pin
N
173222.74
E
1171744,56
set
1/2' iron
pin
N
173279.34
E
1171760.72
set
1If iron
pin
N
173512.19
E
1171798.39
set
1 /2' Iron
pin
1 N
173513.05
E
1171778.41
set
1/Y Iron
pin
i N
173546.74
E
1171778.85
not
Ile iron
pin
' N
173419.35
E
1 1721 17.58
sot
1 /2• iron
pin
N
173085.31
E
1172009.80
set
1/2• iron
pin
I N
173118.83
E
1171906.82
set
I/2' iron
pin
NO
NO PORTION OF THIS PROPERTY IS LOCATED WITHIN THE 100 YEAR FLOOD
BOUNDARY AS SHOWN ON THE FLOODWAY, FLOOD BOUNDARY AND FLOOD
INSURANCE WORK MAP FOR PULASKI COUNTY, ARKANSAS.
CERTIFICATE OF SURVEYING ACCURACY
•''�C,IS...... " I, PAUL M. WHITE, HEREBY CERTIFY THAT THIS
? �•d••' Tfi OF''+
PLAT CORRECTLY REPRESENTS A BOUNDARY
AR 12 i SURVEY MADE OR VERIFIED BY ME, ALL
MONUMENTS REQUIRED ACTUALLY EXIST AND
� swN+A uARE CORRECTLY SHOWN HEREON AND THAT ALL � uN: i
kAy SURVEYING REQUIREMENTS OF THE LITTLE
E' `PJr M. J�,r'� ROCK SUBDIVISION RULES AND REGULATIONS
•�;�AL LA1�S'' HAVE BEEN COMPLIED WITH.
DATE OF EXECUTION PAUL M. WHITE
REGISTERED LAND SURVEYOR
NO. 1281, ARKANSAS
CERTIFICATE OF ENGINEERING ACCURACY
A & A, ♦� I, TIMOTHY E. DATERS, HEREBY CERTIFY
/ * . • THAT THIS PLAT CORRECTLY REPRESENTS A
�, REI+ISTERBf PLAN MADE BY ME, AND THhT THE
p R rr p E g 1 Y Y AL } ENGINEERING REQUIREMENTS OF THE LITTLE
6N61NL'L�R ROCK SUBDIVISION RULES AND REGULATIONS
\\a�5033HAVE BEEN COMPLIED WITH
0TN.
E.
DATE OF EXECUTION TIMOTHY E. DATERS
REGISTERED PROFESSIONAL
ENGINEER NO. 5033, ARKANSAS
LEGAL DESCRIPTION
iF SECTION 14, LYING NORTH OF ARKANSAS STATE HWY.
, PULASKI COUNTY, ARKANSAS, MORE PARTICULARLY
:RSECTION OF THE NORTH RIGHT-OF-WAY LINE OF
#10 AND THE EAST RIGHT-OF-WAY LINE OF
1ENCE NORTHWESTERLY ALONG SAID EAST RIGHT-OF-WAY
:)F A 40.00 FT. RADIUS CURVE TO THE RIGHT, A
)ISTANCE OF N26'04'29"W, 53.54 FT.; THENCE
INUING ALONG SAID EAST RIGHT-OF-WAY LINE,
RTHERLY AND CONTINUING ALONG SAID EAST RIGHT -
HE ARC OF A 1004.93 FT. RADIUS CURVE TO THE
IG AND DISTANCE OF N09'11'25'E, 235.88 FT.;
61) CONTINUING ALONG SAID EAST RIGHT-OF-WAY
:E NO2'27'01" E AND CONTINUING ALONG SAID
INE, 33.73 FT.; THENCE S69'20'00" E, 360.95
"W, 351.00 FT. TO A POINT ON THE SAID NORTH
F ARKANSAS STATE HWY. #10; THENCE N72'03'38"W
3HT--OF-WAY LINE, 108,30 FT.; THENCE
TINUING ALONG SAID NORTH RIGHT-OF-WAY LINE,
)INT OF BEGINNING, CONTAINING 109,171 SQ. FT. OR
)R LESS.
RIKIMSYLIH
• • .0
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.
j 1NnNcIAL 6c#.Aht(r'rp0 -"QA
M�NAjI•.rj Mtynhr,.
DATE OF EXECUTION BY
FCC TRACT D PARTNERSHIP
900 S. SHACKLEFORD, SUITE 300
LITTLE ROCK, AR 72211
INSTRUMENT N0. 89 62166
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
EXECUTED UNDER THE AUTHORITY OF SAID
RULES AND REGULATIONS.
l��wlD'L
DATE OF EXECUTION LITTLE ROCK PLANNING
COMMISSION
CERTIFICATE OF RECORDING
THIS DOCUMENT, NUMBFR �OZIS,20/3 FILED FOR
RECORD 20 bZ IN PLAT BOOK
PAGE
CAftg6YN STALEYI Circuit County Cleric j Recorder
GENERAL NOTES:
1. 1/24 IRON PINS WERE SET AT ALL LOT CORNERS
2. ALL EASEMENTS SHOWN = - = ARE TO BE USED
FOR DRAINAGE AND/OR UTILITIES.
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
CHORD DISTANCES.
5. ERROR OF CLOSURE: EXCEEDS 1:50,000
PLA T OF
TRACT D - I
THE RANCH
AN ADDITION TO THE CITY OF
LITTLE R 0 CK, ARKANSAS
PART OF THE SE 1 /4, SECTION 14
T-2-N, R-14-W
PULASKI COUNTY, ARKANSAS
JUNE, 2002
W;9lff=l ®AD7E" A4 ASNOCUT= WC.
CML ENGINEERING, LAND PLANNING A. DEVELOPMENT. SVRVE"
24 RMUNG CiRCLE U1TLE ROCK. ARKANSAS 72223