HomeMy WebLinkAboutS-1261-A Map 5CERTIFICATE OF OWNER
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ARKANSAS STATE PLANE COORDINATES
NORTH ZONE
N
133775.10
E
1188079.65
2
N
133817.28
E
1188111.55
2
N
133816.79
E
1188126.54
3
5
N
N
133808.71
133783.73
E
E
1188341.31
1188340.37
3
N
133779.22
E
1188460.29
7
N
133689.28
E
1188456.90
3
N
133688.90
E
1188466.90
3
N
132765.45
E
1188432.16
0
N
132774.13
E
1188201.59
1
N
132764.66
E
1188189.96
N
132781.11
E
1188177.18
3
N
133017.59
E
1188086.61
4
N
133078.08
E
1188084.93
Southwest corner
SW114 sw1/4
SECTION 21
T-1-N, R-13-W
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40 0 40
Scale 1" = 40 ft
120
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05
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204359.70'
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ARKANSAS ESMF 5g.18
CENTRAL
y 86 b \SF , Io
�T�\�° O�3 \\ \ 25' BLDG UNE \ 73\ I
PAGIS Marker
ED
PLANS APPROV
j 2145 gym\
EASEMENT APPROVED pt' 85 I
EASEMENT REQUIRED \ 2 \ \
� S,g9• oo•� ay0
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.
v^'� KENWOOD LAND DEVELOPMENT LLC
2213 N. REYNOLDS
SUITE 4
BRYANT, AR 72022
D.R. PAGE
INSTRUMENT NO.
CERTIFICATE OF SURVEYING ACCURACY
1, 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,
DATE OF EXECUTION TIMOTHY E. DATERS
REGISTERED PROFESSIONAL
ENGINEER NO. 5033, ARKANSAS
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 LITTLE ROCK PLANNING
COMMISSION
CERTIFICATE OF RECORDING
THIS DOCUMENT, NUMBER FILED FOR
RECORD 20 IN PLAT BOOK .
PAGE
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 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
6. NO VEHICULAR ACCESS TO ANY LOT FROM DAVID 0. DODD ROAD.
7. THERE IS A 10 FT. EASEMENT ACROSS THE FRONT OF ALL LOTS
ADJACENT TO STREET RIGHT-OF-WAYS AS SHOWN.
NO PORTION OF THIS PROPERTY IS LOCATED WITHIN THE 100 YEAR FLOOD
BOUNDARY AS SHOWN ON THE FLOODWAY, FLOOD BOUNDARY AND FLOOD
INSURANCE WORK MAP FOR LITTLE ROCK, ARKANSAS.
FIRM COMMUNITY PANEL # 050181 0083 F, OCT. 19, 2001
LEGAL DESCRIPTION
PART OF THE SW1/4 SW1/4 OF SECTION 21 AND PART OF THE NW1/4 NW1/4
OF SECTION 28, T-1-N, R-13-W, PULASKI COUNTY, ARKANSAS, MORE
PARTICULARLY DESCRIBED AS:
COMMENCING AT THE SOUTHWEST CORNER OF SAID SW1/4 SWt/4, SECTION 21;
THENCE N01'52'10"E ALONG THE WEST LINE OF SAID SW1/4 SWt/4, 43.20
FT.; THENCE S88'07'50"E, 30.51 FT. TO A POINT ON THE EAST RIGHT-
OF-WAY LINE OF DAVID 0. DODD ROAD, BEING 30.00 FT. FROM THE
CENTERLINE THEREOF AND THE POINT OF BEGINNING; THENCE
S88"07'50"E, 15.00 FT.; THENCE S87'50'45"E, 214.92 FT.; THENCE
S02'09'15"W, 25.00 FT.; THENCE S8750'45"E, 120.00 FT.; THENCE
S02'09'15 W, 90.00 FT.; THENCE S87*50'45"E, 10.00 FT.; THENCE
S02'09'15"W, 924.10 FT.; THENCE N87'50'45W, 230.73 FT.; THENCE
S50'53'12"W, 15.00 FT. TO A POINT ON THE EAST RIGHT-OF-WAY LINE
OF SAID DAVID 0. DODD ROAD; THENCE NORTHWESTERLY ALONG SAID EAST
RIGHT-OF-WAY LINE BEING THE ARC OF A 470.00 FT. RADIUS CURVE TO THE
RIGHT, A CHORD BEARING AND DISTANCE OF N37*50'37"W, 20.83 FT.;
THENCE NORTHWESTERLY CONTINUING ALONG SAID EAST RIGHT-OF-WAY LINE
BEING THE ARC OF A 336.23 FT. RADIUS CURVE TO THE RIGHT, A CHORD BEARING
AND DISTANCE OF N20'57'25"W, 253,23 FT.; THENCE NORTHWESTERLY AND
CONTINUING ALONG SAID EAST RIGHT-OF-WAY LINE BEING THE ARC OF A
470.^vv F �. RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE OF
N01'35'09"W, 60.52 FT.; THENCE NO2'03'44"E CONTINUING ALONG
SAID EAST RIGHT-OF-WAY LINE, 739.68 FT. TO THE POINT OF BEGINNING,
CONTAINING 8.2677 ACRES, MORE OR LESS.
FINAL PLAT OF
Lots 1 & 75-96
DATE 0 � )Z \ \ \ J
R� ,N F 1 ran o®d
c 2 S9, \ N 30.0'
ESMT �
\ \\a 10' ESMT 230.73' - - - J spoOM
C� R470.00' 11 , �L� N87'50'45"W O
2O t CDN37'50'37"W 5 O 230.73
LC20.83'
Little Rock Wastewater Utility
221 East Capitol
Itlz Rock, Arkansas 72202
>r11-376-2903
JV0 SEWER SERVICE AVAILJIBLE
j'AT THIS TIME
�9 'PAT
26'41
i Aan/Nn Data;
500h h0
*1 t1t. b d i v o rl c
An
Addition to
the City
of
Little Rock,
Arkansas
Being
part of the SWl/4 SWl/4
of Section 21 and
0
NW1/4 NW1/4 of Section 28,
T-1-N, R-13-W,
Pulaski County, Arkansas
JULY, 2002
c,\'k-
CIVIL ENGINEERING, LAND PLANNING & DEVELOPMENT, SURVEYING
24 RA}1LING CIRCLE UfTLE ROCK, ARKANSAS 72223
Job # 02-0414
Ind 2002 6T 90:bi 11 in(' nUl 1V1d\V1Hd\0OOMN3X\2002\ N