HomeMy WebLinkAboutS-0057-NN Map 2ARKANSAS STATE PLANE COORDINATE
NORTH ZONE
MONUMENT
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N 158206.78 E 1220740.93 found 2" pipe
N 157979.62 E 1220807.43 found 1/2" pin
N 157858.31 E 1220862.25 set 1/2' iron pin
N 157848.02 E 1220839.46 set 1/2" iron pin
N 157826.69 E 1220849.10 set 1/2" iron pin /
N 157804.03 E 1220840.30 set 1/2" iron pin / --
N 157785.60 E 1220826.37 found 1/2" iron pin RIVER HEIGHTS
N 157748.28 E 1220721.52 set 1/2" iron pin PLAT BOOK D, PAGE 890
N 157734.72 E 1220666.15 set 1/2" iron pin -J�
N 157717.55 E 1220608.68 set 1/2" iron pin -
N 157713.73 E 1220597.89 set 1/2" iron pin
N 157744.15 E 1220534.06 set 1/2" iron pin
N 158073.29 E 1220417.43 found 1/2' iron pin
N 158107.48 E 1220513.91 - set 1/2" iron pin ,/ 0 P � k N1C 2g'1$ a
N 158156.32 E 1220598.52 set 11T iron pin (�P\N G 1 y _
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PAGIS Marker # 2019--0
N 158113.35
E 1220403,24
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.THIS PLAT
ROAD
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(60 RAW)
CANAL POINTE
PLAT BOOK C, PAGE 871
NW Corner
Tract D-2A
Scale 1" = 30 ft
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RIVER BEND
TRACT D-2A
RIVERDALE ADDITION
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CERTIFICATE OF SURVEYING ACCURACY
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I, PAUL M. WHITE, HEREBY CERTIFY THAT THIS
'`•,���ISi$���••''%
PLAT CORRECTLY REPRESENTS A BOUNDARY
�T 10.1
SURVEY MADE OR VERIFIED BY ME, ALL
1cF. SAS `
MONUMENTS REQUIRED ACTUALLY EXIST AND
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ARE CORRECTLY SHOWN HEREON AND THAT ALL
SURVEYING REQUIREMENTS
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OF THE LITTLE
; SIG URI. J,
ROCK SUBDIVISION RULES AND REGULATIONS
'ur),°+A1� Fv°•'�"
HAVE BEEN COMPLIED WITH.
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DATE OF EXECUTION PAUL M. WHITE
REGISTERED LAND SURVEYOR
NO. 1281, ARKANSAS
K Q f CERTIFICATE OF ENGINEERING ACCURACY
��A� %` I, TIMOTHY E. CATERS, HEREBY CERTIFY
[�E6I3TERE® THAT THIS PLAT CORRECTLY REPRESEN
PR�FB9SI®Al) PLAN MADE BY ME, AND THAT THE
ENGINEERING REQUIREMENTS OF E LI TL
ENGINEER " ROCK SUBDIVISION RULES AND R LA iu S
t HAVE BEEN COMPLIED WITH.
No.5033 ��gf
01
DATE OF EXECUTION TIMOTHY E. DATERS
REGISTERED PROFESSIONAL
ENGINEER NO. 5033, ARKANSAS
CERTIFICATE OF OWNER N - G / of
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 Zs' 20oG
DATE OF EXECUTION MARION BURTON, agent
2230 COTTONDALE LN.
SUITE N 6
LITTLE ROCK, AR 7220:
D.R. IO53 PAGE q�3
INSTRUMENT N0.
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CERTIFICATE 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.
l t c.
DATE OF EXECUTION LITTLE ROCK PLANNING
COMMISSION
GENERAL NOTES:
CERTIFICATE
OF RECORDING
1.
1/2" IRON PINS WERE SET AT ALL CORNERS, UNLESS NOTED OTHERWISE,
2.
ALL EASEMENTS SHOWN = _ _ - ARE TO BE USED
006067
FOR DRAINAGE AND/OR UTILITIES.
T, NUMBER
FILED FOR
2000
IN PLAT
BOOK.
3.
LOTS WITH ROUNDED CORNERS ARE
MEASURED TO A POINT OF INTERSECTION
-
OF LOT LINES AND NOT POINTS ON A
CURVE.
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4.
DISTANCES SHOWN ALONG CURVES ARE
CHORD DISTANCES.
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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 CORNE OF TRACT D-2A, RIVERDALE ADDITION,
LITTLE ROCK, ARKANSAS; THENCE S16' 'W'E ALONG THE WEST LINE OF
SAID TRACT D-2A, 236.69 FT.; THENC S24'19'03"E CONTINUING ALONG
SAID WEST LINE, 133.12 FT. TO THE N RTHEAST CORNER OF TRACT D-2A1,
SAID RIVERDALE ADDITION; THENCE S65 O'57"W ALONG THE NORTH LINE
OF SAID TRACT D-2A1, 25.00 Ff. TO E NORTHWEST CORNER THEREOF;
THENCE S24' 19'03" E ALONG THE WEST INE 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 IGH-OF-WAY LINE THE FOLLOWING:
(1) SOUTHWESTERLY ALONG THE ARC A 60.00 FT. RADIUS CURVE TO THE
LEFT A CHORD BEARING AND DISTANC OF S21'14'49'W, 24.31 Ff.; (2)
SOUTHWESTERLY ALONG THE ARC OF 25.00 FT. RADIUS CURVE TO THE
RIGHT, A CHORD BEARING AND DISTAN OF S37°04'07"W, 23.10 FT.;
(3) SOUTHWESTERLY ALONG THE ARC A 547.96 FT. RADIUS CURVE TO THE
RIGHT, A CHORD BEARING AND DISTANCE OF S70.24'36"W, 111.29 FT.;
(4) S7614'18"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 Ff.; (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
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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 SOUV LINE, 102.35 FT.; THENCE
N60'00'09"E CONTINUING ALONG SAID OUTH LINE, 97.69 FT.; THENCE
N70'29'18"E CONTINUING ALONG SAID SOUTH LINE, 151.09 FT. TO THE
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POINT OF BEGINNING, CONTAINING OR 3.2179 ACRES MORE OR LESS.
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(BEARINGS BASED ON ARKANSAS STATE PLANE COORDINATES -NORTH ZONE)
.PLA T OF
TRA. CT R"H- 0'
LITTLE R 0 CK, ARKANSAS
7.
Ail �
PART OF SECTIONS 32 AND 33;
T-2-N, R-92-W
PULASKI COUNTY, ARKANSAS
JANUARY, 2006 / I
(SURVEY DATED OCTOBER 23, 2003)
WRMT-M)A & AMCCL9Yl 3, H (C
CIVIL ENGINEERING, LAND PLANNING & DEVELOPMENT, SURVEYING
24 RAHLING CIRCLE LITTLE ROCK, ARKANSAS 72223
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Job No. 05-11
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