HomeMy WebLinkAboutS-0057-NN Map 1ARKANSAS STATE PLANE COORDINATE 61
NORTH ZONE MONUMENT 2oO�ov��ja ?
N 158206.78 E 1220740.93 found 7 pipe
N 157979.62 E 1220807.43 found 1/7 pin
N 157858.31 E 1220862.25 set 1/7 iron pin /
N 157848.02 E 1220839.46 set 1/7 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 1/7 iron pin PLAT BOOK D, PAGE 890 ./
N 157734.72 E 1220666.15 set 1/7 iron pin
N 157717.55 E 1220608.68 set 1/7 iron pin
N 157713.73 E 1220597.89 set i/7 iron pin��.jj,
N 157744.15 E 1220534.06 sat 1 /7 iron pin
N 168073.29 E 1220417.43 found 1/7 iron pin
N 158107.48 E 1220513.91 -.-- set 1/2' iron pin
N 158156.32 E 1220598.52 set 1/2' iron pin 1 a
15
41
PAGIS Marker # 2019-0042\ '13
N 158113.35
E 1220403.24
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VICINITY MAP
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-THIS PLAT
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BEND R___
RIVER (60'
CANAL POINTE
PLAT BOOK C, PAGE 871
Sccle 1" = 30 ft
RIVER BEND
TRACT D-2A
\ RIVERDALE ADDITION
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THIS DOCUM
RECORD
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1
CERTIFICATE OF SURVEYING ACCURACY
" I, PAUL M. WHITE, HEREBY CERTIFY THAT THIS
��GC -61?� •�` PLAT CORRECTLY REPRESENTS A BOUNDARY
1.sT or'•., SURVEY MADE OR VERIFIED BY ME, ALL
1CA SAS MONUMENTS REQUIRED ACTUALLY EXIST AND
N 281 ARE CORRECTLY SHOWN HEREON AND THAT ALL
Q SURVEYING REQUIREMENTS OF THE LITTLE
Q sc Au, ROCK SUBDIVISION RULES AND REGULATIONS
`PjO9tM.�j.
Ak
HAVE BEEN COMPLIED WITH.
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DATE OF EXECUTION PAUL M. WHITE
REGISTERED LAND SURVEYOR
NO. 1281, ARKANSAS
o�e� CERTIFICATE OF ENGINEERING ACCURACY
O0R o
E%1 T f ,'"
of Atli
4 r I, TIMOTHY E. DATERS, HEREBY CERTIFY
��;�°� �°��� �, THAT THIS PLAT CORRECTLY REPRESEN
P 110 F IE i 10 N A L 1 PLAN MADE BY ME, AND THAT THE
ENGINEERING REQUIREMENTS OF E LI TL
ENC-INEEK ROCK SUBDIVISION RULES AND R LA 10 S
No.5033 BCD 04 HAVE BEEN COMPLIED WITH,
0T'yY EE OdQ� e°r G
DATE OF EXECUTION TIMOTHY E. DATERS
REGISTERED PROFESSIONAL
ENGINEER NO. 5033, ARKANSAS
CERTIFICATE OF RECORDING
NUMBER 2nbyo�688? ,FILED FOR
Z&, , 20oG IN PLAT BOOK 14
-6�
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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.
I Z5 ZocG � o
DATE OF EXECUTION MARION BURTON, agent
2230 COTTONDALE LN.
SUITE # 6
LITTLE ROCK, AR 72202
D.R. 1053 PAGE /S3
INSTRUMENT NO. 2 v G vo68�,7
TIFICATE OF FINAL APPROV
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 (u toy
DATE OF EXECUTION LITTLE ROCK PLANNING
COMMISSION
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 S7924'36"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 N64'3O'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 N7929'18"E ALONG SAID SOUTH LINE, 102.35 FT.; THENCE
N60'00'09"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 OR 3.2179 ACRES MORE OR LESS.
(BEARINGS BASED ON ARKANSAS STATE PLANE COORDINATES -NORTH ZONE)
PLA T OF
TRACT RH-10'
Rl W ER'AL�/ ADD 11 ' '
LITTLE ROC, A KANQAS
PART OF SECTIONS 32 AND 33
T-2-N, R-12-
PULASKI COUNTY, AR NSAS �-
JANUARY, 2006 /
I� 1
(SURVEY DATED OCTOBER 23, 2003)
WA= lIDA1'If1L'1.W & .9MGCIfA1417 9 MC Z D U� t717V
■ CIVIL ENGINEERING, LAND PLANNING & DEVELOPMEI-T, SURVEYING
24 RAHLING CIRCLE LITTLE ROCK, ARKANSAS 722z3
L9
Job No. 05-1104F