HomeMy WebLinkAboutS-0024-M Map 2L�:III ICAiE OF (XIER
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CURVE DATA
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121r 3S 3d'
\1. R=75.00'
T= 155.69'
C= 135.14'
I O p= 54 39' 30'
R= 300.00'
i T = 155-04'
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C=275.4e'
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I 0 p= 47"06 06'
R = 7 5.00'
T=32.81'
& C = 59.81'
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R=631.99'
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T = 55.29'
e C=110.170
KESW iC►� Co E
RI WI
Hillsborough Subdivision - Phase IVB
Property Description
NE COR. NW 1/4 SEC.
32, T-2-N, R-13-W
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118 `�s �� O W
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Part of the NW1/4 of Section 32, T-2-N, R-134, Pulaski County, Arkansas.
more particularly described as:
Commencing at the NE Corner of said NWIA of Section 32; thence SO"12'24"E
along the East line of said NWIA Section 32 1080.0'' thence S87027'11"W
14U.02'; thence N88°23'19"W 50.01' to a point on the West R/W line of
Hillsborough Lane and the point of beginning; thence SO°49'44"W 77,32' to
the point of curvature of a curve to the left (said curve having a central
angle of 10°00' and a radius of 656.99'); thence along the arc of said
curve to the left to a point (said curve segment having a chord bearing and
distance of S00003'04"E 16.47'); thence N81 48'57"W 167.01'; thence
N26'48'36"W 50.0'; thence N54°14'34"W 90.0'; thence N75°16'04"W 90.49';
thence S78°42'22"W 110.32'; thence S83°00'47"W 110.0' to the Southeast
corner of Lot 114, Hillsborough Subdivision, Phase IVA, Recorded as plat
A-801 in the records of the Circuit Clerk and Ex-Officio Recorder of
Pulaski County, Arkansas; thence S3°33'26"W 200.0'; thence N89'08'32"W
106.54' to the Southeast corner of Lot 112, Phase IVA; thence N1048'00"W
along the East line of said Lot 112 177.50' to a point on the Southerly
line of a 30.0' wide access easement; thence N76°44'43"E along said access
easement 15.0'; thence N13°04'22"W along the Easterly line of said access
easement 25.0' to the SW corner of the aforesaid Lot 114; thence
S86°44'28"E along the South line of said Lot 114 115.79' to the Southeast
corner thereof; thence N2°23'12"W along the East line of said Lot 114
160.63' to the Northeast corner thereof (said point also being on the
Southerly R/W line of Keswick Cove); thence N83°00'47"E along the Southerly
R/W line of said Keswick Cove 183.85' to the point of curvature of a curve
to the right (said curve having a central angle of 54'39'30" and a radius
of 13U.04 ); thence in a Southeasterly direction along the arc of said
curve to the right to the point of tangency thereof (said curve segment
having a chord bearing and distance of S69049'22"E 252.65'); thence con-
tinue along the Southerly R/W line of said Keswick Cove S42°33'51'E 72.32'
to the point of curvature of a curve to the left (said curve having a
central angle of 47*00' and a radius of 100.01; thence in a Southeasterly
direction along the arc of said curve to the left to the point of tangency
thereof (said curve segment having a chord bearing and distance of
S66'03'51"E 79.76'); thence S89°23'49"E 7.42' to the point of curvature of
a curve to the right (said curve having a central angle of 90°13'33" and a
radius of 25.0'); thence in a Southeasterly direction along the arc of said
curve to the right to the point of tangency thereof and the point of
beginning (said curve segment having a chord bearing and distance of
S44.23'04"E 35.33'), containing ,5 5(o Acres, more or less.
0
we, the undersigned, owners of 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.
De'�D{xrl Jj 19B9 —_
Date of Execution
/3 boo f3CT;���7R
Source of Title: Instrument No. IJr1 /448�g4EG03
CERTIFICATE OF RECORDING
This document, number _ filed for record 19_,
in Plat Book , Page
C lerk
CERTIFICATE OF ENGINEERING ACCURACY
I, Patrick M. McGetrick, hereby certify that this plat correctly repre-
sents 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 Patrick M. McGetrick
Registered Professinal Engineer
d4566, Arkansas
CERTIFICATE OF SURVEYING ACCURACY
I, Robert C. Lowe, hereby certify that this plat correctly represents a
boundary survey made by me and boundary markers shown hereon actually
exist and their location, type and material are correctly shown.
Date of Execution Ro rt C. Lowe
Registered Land Surveyor
Certificate k12, Arkansas
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
r� 51a1e �f
14$ All CAN' As
PIE GIs rfREn
PR01:ESS10 N AL
.o FNGINEE$ r
7'y No.4566
Little Rock Planning Commission
RO9ERT C. LO'WE. JR.
I'VEGISTERED
LAND SURVEYOR
GTATE OF
ARKANSAS
&Z
LIGNE y
GENERAL NOTES
1. ALL BUILDING LINES ARE A MINIMJM OF 25 FT. rROM PROPERTY
LINES UNLESS OTHERWISE NOTED.
2. ALL EASEMENTS SHOWN - - - - - - - - - - - -- - 10 RE USED FOR UTILITIES
AND/OR DRAINAGE AND ARE TO BE 10 FT. IN WIDTH UNLESS
INDICATED OTHLRWISE WHERE SHOWN ON LINE BMIffEN LOTS,
5 FT. ON EACH SIDE.
3. RADII AT INThRSECTION OF ST'RFETS RIGHTS -OF WAY TO
BE 25 FT. UNLESS OTHERWISE NOTED.
4. ALL LOTS HAVING CUR1'ED BOUNDARY LIES .ARE MEASURED
ALONG CHORD DIS'IANCES, NOT ,ALONG ARC LENGTHS.
S. IRON PINS AND/OR 'IONUMENTS ARE SET AT .ALL PROPERTY .AND
BOUNDARY CORNERS.
FINAL PLAT
HILLSBOROUGH SUB'D.
PHASE IV B
LOTS 113 & 115-119
SEPT. 83
LITTLE ROCK, PUL. COUNTY
ARKANSAS
46 THE HODGES FIRM
Y HODGES, DEAN, LOWE and McGETRICK
Ana PLANNERS / ENGINEERS / SURVEYORS
or oa 209'h W SECOND STREET
% i LITTLE ROCK. ARKANSAS 72201 PHONE (501) 375-4404
I