HomeMy WebLinkAboutS-0024-I Map 3CERTIFICATE OF PRELIMINARY 'SURVEYING
ACCURACY
I' .1" hereby certify that
this plat 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
Date of Execution Name, R g sti erect
Land Surveyor
No. L4, Arkansas
CERTIFICATE OF PRELIMINARY ENGINEERING
ACCURACY
I, 1't. 7 -, < .::.{, .hereby certify that
this plat correctly represents a plat
made by me, and that engineering
requirements of the Little Rock
Subdivision Rules and Regulations have
Sean complied with.
Signed
Date of Execution Name, ,Reg;.ste�—
Engineer, No. JCZ7
Arkansas
CERTIF!,:ATE 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 of Execution Name,
L.R. Flanning
Commission
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Part of the N.441 of Section 39, T-2-'+, it-13-.., Little Hock,:^alaski
County, Arkansas, more particularly described as follows:
Commencing at the N.: corner of Section 32, T-2-N, R-13-.J, 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 5•:est boundary line of
said Hillsborough Phase I, thence 'S 66° 48, 13" .J 233.92' along
the north boundary line of lot 70, Hillsborough Subdivision Phase
IIA, city of Little Rock, Arkansas, thence S 210 28' 38" E 250.0'
along the vest boundary line of said Phase IIA, thence N 680 31'
?3" E 79.09' along the boundary line of said Phase IIa, thence
S 910 28' 38" 11 60.0' along the .est boundary line of said Phase
IIA, thence S 680 31' 21" .J 100.0' along said boundary line of
Phase IIA, thence S 100 09' S7" E 194.6N' along said boundary
line of Phase IIA, thence S 880 13' 37" lJ 72.62' alone, said
boundary line of Phase IIa, thence S 820 43' 34" ;J 71.37' along
said boundary line of Phase IIA to the point of beginning, thence
S 100 34' 33" E 151.811, thence H 790 25' 27" Z 73.34', thence
S 10° 40' 02" E 50.01, thence along a circular curve to the left
having; a chord whose bearing; and distance is S 420 34' 581, J
59.83', thence S 50 49' S8" .J 95.31', thence ii 840 24, 46" E
216.28', thence S, ?go 36' 05" E 53.34', thence S 60 25' 29" 4
222.89', thence S 536' 04" .J 1?-7.90', thence N 880 4,1' 05"
W 517.23', thence 1l 10 16' 55" E 173.65, thence N 9° 15' 05"
E 50.49" thence N 40 10' 33" is 114.61', thence cd 880 09' 32"
6V 125.59', thence N 820 33' 43" .J 124.o', thence 14 750 59' 51"
S 259.18', thence N 10 27' 53" r1 310.0', thence S 870 06' 01"
E 217,37, thence S 810 46, 05" E 396.14', thence 11 790 25' 27"
E 138.0' to the point of beginning, said parcel containing- 10.55
Acres more or less.
15�1�
GENERAL NOTES � I
t. All front building lines shown— — to be 'F
25' from :t/''J line unless noted.
�. all easements shown_----_ to be 10' in width unless
noted. Where shown on line between lots, easement
to be 5' on each lot centered on lot line unless
noted.
3. Lots with rounded corners are measured to inter-
section of lot lines (in general) and not to
point on curve.
4. All distances sho.%n along curves are chords.
5. The nadii at street R iJ to be 25' unless noted.
6. Area is above 100 yr. flood plane.
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