HomeMy WebLinkAboutS-0024-M Map 1I
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1"=50'
scale
CURVE DATA
/J n= 128r 33' 30
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R = 7 5.00
T = 155.69'
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C= 135.14'
6=54 39' 30'
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R = 300.00'
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T = 155.04'
C=275.46'
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(3) n= 47'00' 06'
j R=75.00'
T =32.6V
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C = 59.81'
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R = 631.99'
T = 55.29'
C=110.17'
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r.illsborough Subdivision - Phase IVB
Property Description
�506a•'
Part of the NWIA of Section 32, T-2-N, R-13-W, Pulaski County, Arkansas,
more particularly described as:
Coatteemcing at the NE Corner of said NW1Al1 of Section 32; thence SO°12'24'E
along the East line of said NW1/4 Section 32 1080.0'; thence S87°27'11"W
140.02'; 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 S0049'44"W 77.32' to
the pd nt 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 segsment having a chord bearing and
distance of S30003'04"E 16.47'); thence W81 48'57"W 167.0l'; thence
N26°48'36"W 50.0'; thence N54'14'34"W 90.0'' thence N75°16'04"W 90.49';
thence S78042'22"W 110.32% thence S83000'47"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 S3033'26"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.O'; 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
163.63' 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 lime 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 130,04 1; 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 S69'49'22"E 252.65'); thence con-
tinue (long 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 100.0'); 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
S66203111 79.75'); thence S89923'49"E 7.42' to the point of curvature of
a curve to the right (said curve having a central angle of 90013'33" 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 3 Acres, more or less.
V/C//V/ 7Y MAP
NE COR. NW 1/4 SEC.
32, T-2-N, R-13-W
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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.
or_y /9 I0I83 -- -
Patrick M. Mc(3etrick
Registered Professinal Engineer
#4566, 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.
Ro�brt C. Lowe
Registered Land Surveyor -
Certificate #12, 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.
Little Rock Planning Commission
ROBERT C. LOWE, JR.
h'EGISTERED
LAND SURVEYOR
GTATE OF
KRKANSAS
GENERAL NUIES
I. ALL BUILDING LINES ARE A MINI1MUN1 OF 25 FT. FROiINI PROPERTY
LINES UNLESS OTHFRWJ SE NOTED.
2. ALL I:ASEb,ENTS SH014N------- - - - - -- '10 BE USED FOR UTILITIES
AND/OR DRAINAGE AND ARE TO BE 10 FT. IN WIDTH UNLESS
INDICATED OTNI:PWISE I HERE SHOWN ON LIME BE7k'? EN LOTS,
5 FT. ON EACH SIDE.
:i. RADII AT INTERSEC7I0N OF STREETS RIGH'IS-OF-WAY TO
BE 25 FT. I.M.E.SS OTHEkWISE NOTED, t
.ALL LOTS HAVING CURVED BOUNDARY LINES ARE 14t_ASURF•D
".LvNG CHORD DISTANCES, NOT .ALONG ARC LENGTHS.
IRON PiNS AND/OR MONIIAIE\TS ARE SET AT ALL PROPERTY AND
null ARZ' CORNERS. ��5 ���I✓ 4 `�,P
7
ty r. S
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f,NVe AL PLAT
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HI LSBOROUGH SUB'D.
0$` (y PHASE IV B
14 LOTS 113 & 115-119
�eM LITTLE ROCK, PUL. COUNTY
/ka ARKANSAS
THE HODGES FIRM
HODGES, DEAN, LOWE and McGETRICK
PLANNERS / ENGINEERS / SURVEYORS
i 209112 W. SECOND STREET
LITTLE ROCK. ARKANSAS 72201 PHONE (501) 375-4404
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