HomeMy WebLinkAboutS-0057-EE Map 750 0 50
17
Sccle 1
VICINITY MAP
TRACT RH-3
UNRECORDED
150
= 5Q ft
R25.00'
CDN49000'06'E
LC18.26'
t
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/+ STATE OF
ARKANSAS
( NO. 1291
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SREGISTERED
PROFESSIONAL
,A INSINIES
IP NO.5033
�tiY
TRACT RH-2A
RIVERDALE ADDITION
DOC.# 93-78185
PLAT �7f D, PC. 848
k50,001
CDS87017'43'E
LC90.72'
I
228 q1 / / 6 60
R25.00'
CDS64432'48'E
LC35.38'
f 5��25,EGAN / ®/ O
*/1 �{ R25.00'
/ AN 22g55 CDN88°09'54'W
L / G LC18.26'
> Slp'2
\R25App'
\ CDS25'27'16'W
\ 6 LC35.33'
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ARKANSAS STATE PLANE COORDINATES
N
159590,58
E.
1220209.95
N
159607.24
E
1220250.04
N
159542.43
E
1220184.00
N
159543.01
E
1220165.75
N
159466A2
E
1219950.42
N
159434,51
E
1219935.23
N
15953820
E
1219898.50
N
159522.99
E
1219930.44
I N
159599.54
E
1220145.64
I N
159611.52
E
1220159.42
0
TRACT RH-5
UNRECORDED
7' W
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
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 AMD REGULATIONS
HAVE BEEN COMPLIED WITH.
DATE OF EXECUTION TIMOTHY E. DATERS
REGISTERED PROFESSIONAL
ENGINEER N0. 5033. ARKANSAS
It .
TRACT RH-4
UNRECORDED
LEGAL DESCRIPTION
PART OF THE SEI/4 OF SECTION 29, T-2-N, R-12-W, LITTLE ROCK,
PULASKI COUNTY, ARKANSAS MORE PARTICULARLY DESCRIBED AS -
COMMENCING AT THE SOUTHWEST CORNER OF TRACT PH - 2A, RIVERDALE
ADDITION TO THE CITY OF LITTLE ROCK (PLAT BOOK D, PAGE 848)I
THENCE N67.25'51'E ALONG THE SOUTH LINE OF SAID TRACT PH - 2A,
43.4E FT. TO THE POINT QF BEGINNING; THENCE SOUTHWESTERLY ALONG
THE ARC OF A 50.00 FT. RADIUS CURVE TO THE RIGHT, A CHORD BEARING
AND DISTANCE OF S45.32'17'W, 92.53 FTj THENCE WESTERLY ALONG
THE ARC OF A 25.00 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING
AND DISTANCE OF N88'09'S4'W, 1826 FTa THENCE S70'25'06'W,
v+
228.55 FTj THENCE SOUTHWESTERLY ALONG THE ARC 13F A 25.00 FT.
RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF
1 W
S25'27'16'W, 35.33 FT, TO A POINT ON THE EAST RIGHT-DF-WAY LINE
tJ
OF RIVERFRONT DRIVL THENCE N19'30'30'W ALONG SAID EAST RIGHT-
OF-WAY LINE, 110.00 FTj THENCE SOUTHEASTERLY ALONG THE ARC OF A
U=
25.00 FT. RAIIIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE
OF S64'32'48'E, 35.38 FTj THENCE N70'25'06'E, 228.41 FTy
THENCE NORTHEASTERLY ALONG THE ARC OF A 25.00 FT, RADIUS CURVE TO
THE LEFT, A CHORD BEARING AND DISTANCE OF N49'00'06'E, 18.26
FTj THENCE EASTERLY ALONG THE ARC OF A 50.00 FT. RADIUS CURVE TO
THE RIGHT, A CHORD BEARING AND DISTANCE OF S87'17'43'E, 90.72
FT. TO THE POINT OF BEGINNING. CONTAINING 23,610 SQUARE FEET OR.
PAGIS MARKER 2019
0.542 ACRES MORE OR LESS.
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 MARION BURTON
2230 COTTONDALE LN.
SUITE g 6
LITTLE ROCK, AR 72202
DATE OF EXECUTION RIVERDALE OFFICE PROPERTIES PARTNERSHIP
RIVERDALE OFFICE CORPORATION
JIM FOWLER, SECRETERY
100 MORGAN KEEGAN DR.
LITTLE ROCK, AR 72202
D R PAGE
INSTRUMENT N0. -
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
CERTIFICATEOF RECORDIN
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
2. ALL EASEMENTS SHOWN - = = - ARE TO BE USED
FOR DRAINAGE AND/OR UTILITIES.
3- LOTS TATH ROUNDED CORNERS ARE,
MEASURED TO A POINT OF INTERSECTION
OF LOT JNES AND NOT POINTS ON A
CURVE.
4 DISTANCES SHOWN ALONG CURVES ARE
CHORD DISTANCES.
5 ERROR OF CLOSURE: 1: 85,400
DEDICATION PLAT
MORr,A.lNi- KEECAN DRIVhj,_'
RIGHT-OF-WAY
RIVERDALE ADDITION
LITTLE ROCK, ARKANSAS'
IWrM MIDA � 11lJ * G(L.11A T7 9 H4(0
CIVIL ENGIIERNIG, LAND PLANNING & DEVELOPMENT, SURVEYING
401 VICTORY STREET LITTLE ROCK, ARKANSAS 72201
Job N 98-0102