HomeMy WebLinkAboutS-1306 Map 2a
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BASELINE
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OTTER CREEK RD.
# 5
AR STATE HWY
INTERSTATE 30
VICINITY MAP
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568"? t'33' W
PAGIS Marker 1625,43'
# 2070 A-'. W. t .
ARKANSAS STATE PLANE
COOORDINATES
NORTH ZONE
MONUMENT
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113954.96
E
1181948.37
set 1/2' iron
pin
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114558.02
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1181971.58
found iron pin
3D
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114550.60
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1182085.34
set 1/2" iron
pin
44D
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114530.91
E
1182386.92
found iron pin
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114106.87
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1182368.91
set 1/2' iron
pin
6D
N
114000.42
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1182064.24
set 1/2" iron
pin
R5929.58'
CDN67'52'48"E
LC20.36'
LEGAL DESCRIPTION— FLOODWAY
PART OF THE W1/2 SW1/4 OF SECTION 8, T-1—S, R-13—W, LITTLE ROCK,
PULASKI COUNTY, ARKANSAS MORE PARTICULARLY DESCRIBED AS:
COMMENCING AT THE SOUTHWEST CORNER OF THE SW1/4 OF SAID
SECTION 8; THENCE N02739'59"E ALONG THE WEST LINE OF SAID
SW1/4, 1519.58 FT. TO A POINT ON THE NORTH RIGHT—OF—WAY LINE
OF INTERSTATE ROUTE # 30; THENCE NORTHEASTERLY ALONG SAID
NORTH RIGHT—OF—WAY LINE, BEING THE ARC OF A 5929.58 FT. RADIUS
CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE OF N67'52'48"E,
20.36 FT.; THENCE NO2'12'14'E, 503.64 FT. TO THE POINT OF BEGINNING;
THENCE NO2'12'14"E, 99.87 FT.; THENCE S86'15'56"E, 114.00 FT.;
THENCE S02'11'45'W, 56,52 FT.; THENCE SOUTHWESTERLY ALONG THE
ARC OF A 514.70 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING
AND DISTANCE OF S72'43'56'W, 120.88 FT. TO THE POINT OF
BEGINNING, CONTAINING 0.1980 ACRES MORE OR LESS.
50 0
Scale 1"
50
— 50 ft
CERTIFICATE OF SURVEYING ACCURACY
• •'� Gi •°''•• I, PAUL M. WHITE, HEREBY CERTIFY THAT THIS
''..•. ¢�STER��';`••• PLAT CORRECTLY REPRESENTS A BOUNDARY
7'GOF'••,, SURVEY MADE OR VERIFIED BY ME, ALL
r' NSAS MONUMENTS REQUIRED ACTUALLY EXIST AND
12s ARE CORRECTLY SHOWN HEREON AND THAT ALL
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SURVEYING REQUIREMENTS OF THE LITTLE
SGNATURF ' ROCK SUBDIVISION RULES AND REGULATIONS
•; � •''.gyp •�
HAVE BEEN COMPLIED WITH.
150 11.��7AL LAB.... J
DATE OF EXECUTION PAUL M. WHITE
REGISTERED LAND SURVEYOR
NO. 1281, ARKANSAS
AR AN AS
REGISTERED
PROFESSIONAL
ENGINEER
S86°15'56"E Q3 416.22' �►��s�ANo.5033 <Pi
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LC293.14'
LOT
R5929.58'
CDS68'34'47"W
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Southwest corner
SW1/4, Section 8
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LC322.7 4'
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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 REGULATIONS
HAVE BEEN COMPLIED WITH.
DATE OF EXECUTION TIMOTHY E. DATERS
REGISTERED PROFESSIONAL
ENGINEER NO. 5033, ARKANSAS
LEGAL DESCRIPTION
PART OF THE W1/2 SW1/4 OF SECTION 8, T-1—S, R-13—W, LITTLE ROCK,
PULASKI COUNTY, ARKANSAS MORE PARTICULARLY DESCRIBED AS:
COMMENCING AT THE SOUTHWEST CORNER OF THE SW1/4 OF SAID
SECTION 8; THENCE NO2'39'59"E ALONG THE WEST LINE OF SAID
SW1/4, 1519.58 FT. TO A POINT ON THE NORTH RIGHT—OF—WAY LINE
OF INTERSTATE ROUTE # 30; THENCE NORTHEASTERLY ALONG SAID
NORTH RIGHT—OF—WAY LINE, BEING THE ARC OF A 5929.58 FT. RADIUS
CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE OF N6752'48"E,
20.36 FT. TO THE POINT OF BEGINNING;
THENCE 1\102'12'14"E, 603.51 FT.; THENCE S86.15'56"E, 114.00 FT.;
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THENCE S02'11'45"W, 550.58 FT. TO A POINT ON SAID NORTH RIGHT-
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OF —WAY LINE OF INTERSTATE ROUTE # 30; THENCE SOUTHWESTERLY ALONG
SAID NORTH RIGHT—OF—WAY LINE, BEING THE ARC OF A 5929.58 FT. RADIUS
J
CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF S68'34'47"W,
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124.47 FT. TO THE POINT OF BEGINNING, CONTAINING 1.5095 ACRES MORE OR LESS.
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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.
DATE OF EXECUTION �~
ALIZA & JEFF M. BROWN
13820 WIMBLEDON LOOP
LITTLE ROCK, AR 72209
INSTRUMENT NO. 2000072263
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
CERTIFICATE OF RECORDING
THIS DOCUMENT, NUMBER ,FILED FOR
RECORD , 19 IN PLAT BOOK
PAGE
LITTLE ROCK PLANNING
COMMISSION
GENERAL NOTES:
1. 1/2" IRON PINS WERE SET AT ALL LOT CORNERS,
UNLESS NOTED OTHERWISE.
2. ERROR OF CLOSURE: EXCEEDS 1:50,000
3. ALL 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.
(FIRM Community Panel # 050181 0020 E, Nov. 3, 1993)
4. AREA LOT 1 65,754 SO. FT. 1.5095 ACRES
LOT 2 146,336 SQ. FT. 3.3594 ACRES 5V,F r 6/G-
V ME ROM( �2- - G -
PLAT
LOT 1
SIEBER T ADDITION
AN ADDITION TO THE CITY OF No ADDITIONAL LisHTs eset!
LITTLE ROCK, ARKANSAS �WSH 6Sl�T3b€'1,1
lls sii '
LG1'/v1 sip% ate_.
BEING PART OF THE S W I /4
OF SECTION 8, T— I —S, R— 13—W, 2-
LITTLE ROCK, PULASKI COUNTY, ARKANSAS
FEBRUARY, 2001 01/v
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0 CIVIL ENGINEERING, LAND PLANNING & DEVELOPMENT, SURVEYING
024 RMLING CIRCLE LITTLE ROCK, ARKANSAS 72223
Job No. C0-0701