HomeMy WebLinkAboutS-0057-NN Map 5ARKANSAS STATE PLANE COORDINATE
NORTH ZONE MONUMENT
N 158206.78 E 1220740.93 found 2" pipe
N 157979.62 E 1220807.43 found 1/7 pin
N 157858.31 E 1220862.25 set 1/2' iron pin
I N 157848.02 E 1220839.46 set 1/2' iron pin -%
N 157826.69 E 1220849.10 set 1/2' iron pin
I N 157804.03 E 1220840.30 set 1/2" iron pin
N 157785.60 E 1220826.37 found 1/2" iron pin RIPER HEIGHTS
I N 157748.28 E 1220721.52 set 1/2' iron pin PLAT BOOK D, P,CGF 890
N 157734.72 E 1220666.15 set 1/2" iron pin
N 157717.55 E 1220608.68 set 1/2' iron pin
N 157713.73 E 1220597.89 set 1/Y iron pin
N 157744A5 E 1220534.06 set 1/Y iron pin
N 158073.29 E 1220417.43 found 1/2" iron pin
N 158107.48 E 1220513.91 set 1/2' Iran pin
N 158156.32 E 1220598.52 set 1/2' iron pin / 1\' 0
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RIVE (50,
CANAL POINTE
PLAT BOOK C, PAGE 871
NW Corner
Tract D-2A
30 0 30
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TRACT D-2A
RIVERDALE ADDITION
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PiIO SSIONAL
ENGINEER
N0.5033
CERTIFICATE OF RECORDING
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THIS DOCUMENT, NUMBER ,FILED FOR
RECORD , 20 IN PLAT BOOK
1 PAGE
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CERTIFICATE OF SURVEYING ACCURACY
I, 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 OF EXECUTION PAUL M. WHITE
REGISTERED LAND SURVEYOR
NO. 1281, ARKANSAS
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.
RTIFICATE 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
D.R. PAGE
INSTRUMENT NO. -
MARION BURTON, agent
2230 COTTONDALE UN.
SUITE # 6
LITTLE ROCK, AR 72202
RTIFICATE OF FINAL APPROVA
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 TIMOTHY E. DATERS DATE OF EXECUTION LITTLE ROCK PLANNING
REGISTERED PROFESSIONAL COMMISSION
ENGINEER NO. 5033, ARKANSAS
GENERAL NOTES:
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. 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
RIVERDALE RH-8
A TRACT OF LAND LOCATED IN THE NE1/4 OF SECTION 32 AND NW1/4 OF
SECTION 33, T-2-N, R-12-W, LITTLE ROCK, PULASKI COUNTY, ARKANSAS
MORE PARTICULARLY DESCRIBED AS FOLLOWS:
BEGINNING AT THE NORTHWEST CORNER OF TRACT D-2A, RIVERDALE ADDITION,
LITTLE ROCK, ARKANSAS; THENCE S16'19'00"E ALONG THE WEST LINE OF
SAID TRACT D-2A, 236.69 FT.; THENCE S24'19'03"E CONTINUING ALONG
SAID WEST LINE, 133.12 FT. TO THE NORTHEAST CORNER OF TRACT D-2A1,
SAID RIVERDALE ADDITION; THENCE S65'40'57"W ALONG THE NORTH LINE
OF SAID TRACT D-2A1, 25.00 FT. TO THE NORTHWEST CORNER THEREOF;
THENCE S24'19'03"E ALONG THE WEST LINE OF SAID TRACT D-2A1, 23.41
FT. TO A POINT ON THE NORTH RIGHT-OF-WAY LINE OF RIVERBEND ROAD;
THENCE WESTERLY ALONG SAID NORTH RIGH-OF-WAY LINE THE FOLLOWING:
(1) SOUTHWESTERLY ALONG THE ARC OF A 60.00 FT. RADIUS CURVE TO THE
LEFT A CHORD BEARING AND DISTANCE OF S21'14'49"W, 24.31 FT.; (2)
SOUTHWESTERLY ALONG THE ARC OF A 25.00 FT. RADIUS CURVE TO THE
RIGHT, A CHORD BEARING AND DISTANCE OF S37'04'07"W, 23.10 FT.;
(3) SOUTHWESTERLY ALONG THE ARC OF A 547.96 FT. RADIUS CURVE TO THE
RIGHT, A CHORD BEARING AND DISTANCE OF S70'24'36"W, 111.29 FT.;
(4) S76'14'18"W, 57.01 FT.; (5) SOUTHWESTERLY ALONG THE ARC OF A
597.96 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE
OF S73'21'49"W, 59.98 FT.; (6) S70'29'21"W, 11.45 FT. AND (7)
NORTHWESTERLY ALONG THE ARC OF A 50.00 FT. RADIUS CURVE TO THE
RIGHT, A CHORD BEARING AND DISTANCE OF N64'30'40"W, 70.71 FT. TO
A POINT ON THE EAST RIGHT-OF-WAY LINE OF RIVERFRONT DRIVE; THENCE
N19'30'41"W ALONG SAID EAST RIGHT-OF-WAY LINE, 349.19 FT. TO A
POINT ON THE SOUTH LINE OF AN ACCESS, UTILITY AND DRAINAGE EASEMENT
RECORDED IN PLAT BOOK C, PAGE 871, RECORDS OF PULASKI COUNTY;
THENCE N70'29'18"E ALONG SAID SOUTH LINE, 102.35 FT.; THENCE
N6900'09"E CONTINUING ALONG SAID SOUTH LINE, 97.69 FT.; THENCE
N70'29'18"E CONTINUING ALONG SAID SOUTH LINE, 151.09 FT. TO THE
POINT OF BEGINNING, CONTAINING 140,172 SQ. FT. OR 3.2179 ACRES
MORE OR LESS.
St LUCr 41421
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147N -
PLA T OF
TRACT R 0
RI VERLDALE ADDITION
LITTLE ROCK, ARKANSAS
PART OF SECTIONS 32 AND 33
T-2-N, R-12-W
PULASKI COUNTY, ARKANSAS
Epp {rJA, N�UvA�R�Y, n2006
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CIVIL ENGINEERING, LAND PLANNING & DEVELOPMENT, SURVEYING
Q 24 RAHUNG CIRCLE LITTLE ROCK, ARKANSAS 72223
bops
to
Job No. 05-1104P