HomeMy WebLinkAboutS-0285-WWW Map 30' CERTIFICATE OF SURVEYING ACCURACY
`q 4111, PAUL M. 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 WITH.
DATE W EXECUTION PAUL M. WHITE
REGISTERED LAND SURVEYOR
NO. 1281, ARKANSAS
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10' RIGHT-OF-WAY DEDICATION
THIS PLAT (3,398 SQ. FT.)
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CERTIFICATE OF ENGINEERING ACCURACY
I, TIMOTHY E. DATERS, HEREBY CERTIFY
THAT THIS PLAT CORRECTLY REPRESENTS A
PLAN MADE BY ME, AND THAT THE
ENGINEERING REQUIREMENTS OF THE LITTLE
ROCK SUBDIVISION RULES AND R LATIO
HAVE BEEN COMPLIED WITH.
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DATE F XECUTION TIMOTHY E. DATERS
REGISTERED PROFESSIONAL
ENGINEER NO. 5033, ARKANSAS
�``�%I A T E
A11 AN A `
{ REGISTERED
PROFESSIONAL
t ENGINEER
a �a No.5033
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CERTIFICATE OF OWNER
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.
4/i7/C� C` Gcui�lzz% (i�/✓
DATE OF EXECUTION BY
RANCH PROPERTIES,INC.
900 S. SHACKLEFORD, SUITE 300
LITTLE ROCK, AR 72211
INSTRUMENT NO. 89 62166
NtN1 1"4 NE1;
SECT.
�t=� I luN 14
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.
DATE OF EXECUTION LITTLE ROCK PLANNING
COMMISSION 60
"-------- _--_o _------------- S87`35'41"E 1656.52'
—1646.52'------
2 5' B L D G . U N E — — — — — — — — — — —
RE
�Q. 31k
NW1/4 NEi/4
S01/4 NE114
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31 25' BLDG. LINE _
10' Esmt.
10 100"20'— — —
`- N8732'42"W 1011.20'---------N -- 10'Esmt.------- —
OF — I
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ST0JN1 'BP!DCF- APARTNfElVTS
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RACT G-R, THE RANCH
PLAT BK. H, PG. 224
CERTIFICATE OF RECORDING
THIS DOCUMENT, NUMBER J el) 6 c6,�j,FILED FOR
RECORD , 2W6 IN PLAT BOOK_
PAGE .
PLA T OF
TRA CT J
THE 1�ANCH
AN ADDITION TO THE CITY OF
TL LITE ROCK ARKANSAS
< 1�
BEING PART OF THE NE 1 /4, SECTION 14
LITTLE ROCK, PULASKI COUNTY, ARKANSAS
U MARCH, 2006
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LEGAL DESCRIPTION
PART OF THE NE1/4 OF SECTION 14, T-2-N, R-14-W, LITTLE ROCK,
PULASKI COUNTY, ARKANSAS MORE PARTICULARLY DESCRIBED AS FOLLOWS:
BEGINNING AT THE NORTHWEST CORNER OF TRACT G-R, THE RANCH, AN
ADDITION TO THE CITY OF LITTLE ROCK, ARKANSAS;
THENCE NO2'58'18"E ALONG THE WEST LINE OF THE E1/2, SAID SECTION 14, 339.81 FT.
TO THE SOUTHWEST CORNER OF THE N3/4 NW1/4 NEI/4, SAID SECTION 14; THENCE
S87'35'41"E ALONG THE SOUTH LINE OF SAID N3/4 NW1/4 NE1/4 AND THE
SOUTH LINE OF THE N3/4 W1/4 NE1/4 NE1/4, SAID SECTION 14, 1656.52 F. TO THE
N 36° 35' 14' W
60.00' —
R542.96' /
CDN49°47'03"E/
LC 64.83'
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RIGHT-OF-WAY DEDICATION
\\.. 50.00, I THIS PLAT (5,409 SQ. FT.)
SOUTHEAST CORNER OF SAID 143/4 W1/4 NE1/4 NE1/4, SAID CORNER LYING ON THE
/
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WEST LINE OF LOT 268, CYPRESS POINT WEST, AN ADDITION TO THE CITY OF LITTLE ROCK, / ? R25.00'
ARKANSAS; THENCE S03'37'03"E ALONG SAID WEST LINE AND ALONG THE WEST LINE
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CDS73°36'36"W P
OF LOT 267, SAID CYPRESS POINT WEST, 186.11 FT. TO THE SOUTHWEST CORNER OF
SAID LC 18.56'
LOT 267; THENCE S19'46'32"E ALONG THE WEST RIGHT-OF-WAY LINE OF BUCKLAND
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ROAD AND ALONG THE WEST LINE OF LOT 266, SAID CYPRESS POINT WEST, 361.78 FT.
TO /
A POINT ON THE NORTH LINE OF TRACT S, SAID THE RANCH; THENCE SOUTHWESTERLY
ALONG THE NORTH LINE OF SAID TRACT S THE FOLLOWING: (1)
S6959'42"W, 222.33 FT.; (2) S6755'31"W, 21627 (3)
S49'37'25"W, 122.49 FT. AND (4) S76-22.OTW, 93.53 FT. TO THE
i pyo jT
WESTERNMOST CORNER OF SAID TRACT S; THENCE N35715'15'W, 201.20
Qs
FT.; THENCE N11'39'52"W, 14-4.93 FT.; THENCE SOUTHWESTERLY ALONG THE ARC
OF A 25.00 Fr. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE
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OF S7336'36"W, 18.56 FT. TO A POINT ON THE EASTERLY RIGHT-OF-WAY
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LINE OF CHENONCEAU BLVD.; THENCE NORTHEASTERLY ALONG SAID
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EAST RIGHT-OF-WAY LINE BEING THE ARC OF A 542.96 FT, RADIUS CURVE
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TO THE RIGHT, A CHORD BEARING AND DISTANCE OF N49'47'03"E, 64,83
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FT.; THENCE N36'35'14"W, 60.00 FT. TO THE NORTHEAST CORNER OF
SAID TRACT G-R, THE RANCH; THENCE N31'09'12"W ALONG THE NORTH LINE
OF TRACT G-R, 131.40 FF.; THENCE N8T32'427W CONTINUING ALONG SAID
/
NORTH LINE, 1011.20 FT. TO THE POINT OF BEGINNING, CONTAINING
18.9501 ACRES MORE OR LESS.
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SOME 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 LITTLE ROCK, ARKANSAS.
(FIRM COMMUNITY PANEL 111 050181 0029 F, DATED OCT. 19, 2001)
0 60
Scale 1" — 60 ft
fv3%4 71/4 NF1 j4 NEV4
SECTION 1+
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C6RNER
N3/4NElio ?IEi/4
Sc"Cf!OPJ 14
— — — — _ 332.94— 10' Esmt.
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N7257'17'E
55.0T
RIGHT-OF-WAY DEDICATION THIS PLAT (4,298 SO. FT.)
N19.46.32'W \
267
CY1-'R.E,S'S POI TIT PTL,'ST
P-CI BK, G. PG. 668
Nll OO
BUCK
265
66
25 0
ROM
S72 50.06' \ lP I
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a SET 1/2" IRON PIN
W/ CAP (W/D 1261)
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0) / ARKAIVSAS BAPTIST SC1100L
TRACT S, THE RANCH
�4j / / PLAT BK. D, PG. 265
0,
SET 1/2" IRON PIN
W/ CAP (W/D 1281) �- S, 6 Z,L, W
93 53 / AR STATE PLANE COORDINATES (NORTH ZONE)
GENERAL NOTES:
I
1. 1 /2" IRON PINS WERE SET AT ALL CORNERS,
UNLESS NOTED OTHERWISE.
2. ALL EASEMENTS SHOWN =_--` ARE TO BE USED
FOR DRAINAGE AND/OR UTILITIES.
3. ERROR OF CLOSURE: EXCEEDS 1:50,000
Job No. 06-252P