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CERTIFICATE OF PRELIMINARY SURVEYING
ACCURACY
I, a-x„..hereby certify that
this'p at correctly represents a
boundary survey made by me and all
monuments shown hereon actually exist
and their location, size, type and
material are correctly shown.
Signed
r
Date of Execution Name stereo
Land Surveyor
No. Arkansas
CERTIFICATE OF PRELIMINARY ENGINEERING
ACCURACY
I, �,;r< r:.:J: w hereby certify that
this p'at correctly represents a plat
made by me, and that engineering
requirements of the Little Rock
Subdivision Rules and Regulations have
been complied with.
Signed
Date of Execution Name /Rester
Engineer, No.
Arkansas
CERTIFik2ATE OF PRELIMINARY PLAT APPROVAL
All requirements of the Little Rock
Subdivision Rules and Regulations
relative to the preparation and
submittal of a Preliminary Plat having
been fulfilled, approval of this plat is
hereby granted, subject to further
provisions of said Rules and
Regulations. This Certificate shall
expire
Date
Signed
Date o Execution Ka
me
6lanning
Commission
Part of the CI:4, of :.section 32, T-2-N, R-13-A, Little Rock,Yulaski
County, Arkansas, more particularly described as follows:
Commencing at the R.: corner of Section 32, T-2-1, R-13-'.4, thence
S 890 40' 04" E 988.34' along the north section line of said
Section 32 to the NJ corner of Lot 44, Hillsborough Subdivision
Phase I of the city of Little clock, Pulaski County, Arkansas;
thence S 70 5?' 10" E 48.87' along the vest boundary line of
said Hillsborough Phase I, thence S 660 48' 13" .4 233.92' along
the north boundary line of lot 70, }iillsborou,Th Subdivision Phase
IIA, city of Little Rock, Arkansas, thence S 210 28' 38" E 250.0'
along the west boundary line of said Phase IIA, thence N 680 31'
23" E 79,09' along the boundary line of said Phase IIA, thence
S 710 28' 38" E 60.0' along the .:est boundary line of said Phase
IIA, thence S 680 31' 21" ..1 100.0' alonngg said boundary line of
Phase IIA, thence a 100 09' 57" E 194.24' aloe said boundary
line of Phase IIA, thence S 880 13' 37" l4 72.62' aloru' said
boundary line of Phase Ila, thence S 820 43' 34" .4 71,37' along
said boundary line of Phase IIA to the point of beginning, thence
S 10° 34' 33" E 151.81', thence 1i 790 25' 27" E 73.34', thence
S 10° 40' 02." E 50.0', thence along a circular curve to the left
having a chord whose bearing; and distance is S 420 34' 58" :!
59.83'� thence S 5° 49' S8" :4 95.3i', thence N 840 24' 46" s'
216.28', thence S 2;rO 36' 05" 2 53 34', thence S 60 25' 29'
222.89', thence S 5 36' 04" .4 1,1.7.90', thence N 880 41' 05"
W 517.23', thence 1,' 10 16' 55" E 173.65, thence 11 9° 15' 05"
E 50.49', thence N 40 10' 33" 2 114.61', thence 1q 880 09' 32"
w 125.59', thence N 820 33, 43" •4 124.0', thence 14 750 59' 51"
W 259.18', thence N 10 27' 53" f4 310.0', thence S 870 06' 01"
E 217,37, thence S 810 46, 05" E 396.14', thence N 790 25' 27"
E 138.0' to the point of beginning, said parcel containing 10.55
Acres more or less.
GENERAL NOTf3
All front building lines shown.-- to be
25' from R/'l line unless noted.
All easements shown ---' to be 10' in width unless
o noted. Where shown n_ line between lots, easement
to be 5' on each lot centered on lot line unless
noted.
Lots with rounded corners are measured to inter-
section of lot lines (in general) and not to
point on curve.
All distances sho•+n along curves are chords.
The nadii at street Va to be 25' unless noted.
Area is above 100 yr. flood plane.
Yo�sI Co.q6
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7°5L�/0"E 48.f7'
ROBERI J. RICHARDSON
RFON.SrPREe
LAND SURVEYOR
EraTe w
A n K A N 5 4 S
NO 928
_ n .
V101JITY M,4P
.. 200 300 400
..
SEP 12 1980
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6700 LAeerrr
/.rris ,Rack, Acr.
DaEo Bent - 144,9
PNGE'S 663, 605, 607, &9, 6//., 413, 6/5", 6/9
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