HomeMy WebLinkAboutS-0048-EE Map 1BUTTERFIELD
(50'R/W)
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N 150 321 19"
31.90'-
ILOT 311
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N 860 57' 2911 W 3 21. 89- i %
EDWARD GERALD SMITH
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LAND SURVEYOR
SLATE O.
An KANSAS
ATE OF�
r� ARhA SAS �C
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REGISTERED
PROFESSIONAL
ENGINEER
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ifo 485
GERAILOS��
CERTIFICATE OF SURVEYING ACCURACY
I, Edward G. Smith, 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.
6
Date ot Execution EdwarrtrM ith
Registered land Surveyor
No. 9, Arkansas
CERTIFICATE OF ENGINEERING ACCURACY
I, Edward G. Smith, 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.
loi
Date of Execution Edward G Sin
Registered Professional
Engineer No. 485, Arkansas
LEGAL DESCRIPTION
CERTIFICATE OF OWNER
We, the undersigned, owners of the real es-
tate 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.
Date of
D.R. _Page
Instrument No.
ress
of
CERTIFICATE OF FINAL APPROVAL
Pursuant to the Little Rock Subdivision Rules
and Regulations, and all of the conditions of
approval having been completed, this docu-
ment is hereby accepted. This certificate is
hereby executed under the authority of said
Rules and Regulations.
Date of Execution Little ock Planning
Commission
CERTIFICATE OF RECORDING
This'ocunent, number , filed for
record 19_—in-PTat Book
Page
Name
Part of the HE 1/4, SF. 1/11, Section 20, T-2-H, R-13-W, Pulaski
County, Arkansas, (also being part or Tracts 81, 82, 158, 159 6
GENERAL NOTES 160, Woodlnwn Farm Acre Tracts, Little Rock, Arkansas) more
particularly described as: Beginning at the Northeast corner of so
HALL EASEMENTS SHOWN ----ARE TO BE USED FOR Lot 29, Piedmont Subdivision, Little Rock, Arkansas; thence
UTILITIES AND/OR DRAINAGE S 86 deg. 54 mi n. 09 sec. F., 234. 91 ft. to a poi nt on the east
IRON PINS. ARE SET AT ALL LOT CORNERS line of the NE 1/4, SE 1/4, said Section 20; thence S 2 deg.
08 min. 51 sec. H along said east line, 199.50 ft. to the
-SLOTS WITH ROUNDED CORNERS ARE MEASURED Northeast corner of Lot 30, said Piedmont Subdivision; thence
TO POINT OF INTERSECTION OF LOT LINES. N 86 deg. 57 min. 29 sec. H along the north line or said Lot
4.ALL DISTANCES SHOWN ALONG CURVES ARE 30, 321.89 ft. to the Northwestern most corner or said Lot 30,
CHORDS. said corner lying on the east right -or -way line of ButtcrCield
Lane; thence Northwesterly along said cast right-of-way line,
5. ERROR OF CLOSURE 0.77/5000. being the arc of a 50 rt. radius curve to the left having a chord
r.a;o bearing and distance or N 15 (log. 32 min. 19 sec. N, 31.90 ft. to
a point on the south line of said Lot. 29: Lhencc S 87 deg.
15 22 2:Fzr 13 min. 09 min. E along said south line, 75.63 ft. to the
16 21 gnfe urxpwTtln CRrvC =1 2a
Southeast corner of said Lot 29; thence ti 9 deg. 11 min.
51 sec. E nlong the cast line or said Lot 29, 170.11 rt.. I.o the
point of begrnning, conLarntng 1.1797 Acres more or less.
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0.R>•R1,GE VICINI T Y MA P GRAPHIC SCALE IN FEET V
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FINAL PLAT OF LOT 35
G i1 I 21 ZB
PIEDMONT SUBDIVISION
Revised:
EDWARD G. SMITH & ASSOCIATES LITTLE ROCK, ARKANSAS
1 SbBD/Y)S$JN CONSULTING HNaENLLH Date: 07-17-85
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