HomeMy WebLinkAboutS-0463-B Map 3PO B
SW CORNER
NEI/4,NE1/4,SE1/4
SEC. 32, T-2-N, R-13-W
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I. ALL EASEMENTS SHOWN--- -ARE TO BE USED
FOR UTILITIES AND/OR DRAINAGE UNLESS NOTED.
2. IRON PINS ARE SET AT ALL LOT CORNERS
3 LOTS WITH ROUNDED CORNERS ARE MEASURED
TO A POINT OF INTERSECTION OF LOT LINES AND
NOT POINTS ON CURVE.
4. ALL DISTANCES SHOWN ALONG CURVES ARE CHORDS.
5. RADII AT INTERSECTION OF STREET RIGHT-OF-WAY
ARE TO BE 25FT.
6. FRONT BUILDING LINES ARE TO BE 15FT.
7. ERROR OF CLOSURE = FLAT
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REGISTERED
I'IE 1➢FESSIONAL
ENGINEER
No.5033 Q-,
:,may F DP,r
CERTIFICATE OF SURVEYING ACCURACY
I, Joe D. White, 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.
Pate of Executio. - do White
Registered Land .Surveyor
No. 534, Arkansas
CERTIFICATE OF ENGINEERING ACCURACY
I, Timothy E. Daters, 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.
Date of Execution Timothy E. Daters
Registered Professional
Engineer No. 5033, Arkansas
PLAT OF
CERTIFICATE OF OWNER
We, the undersigned, owners of the real es-
tate shown and described herein, do hereby
c,artify that we have laid off, platted, and
subdivided, and do hereby lay off, plat, and
subdivide said real estate in accordance with
%:his plat.
5
'Bate of Execution
D.F. ___Page_L,/lie. r,<L-. 4rK. ,ems 7zzrz
Address
Q�
Instrument No. O� - 1 -7 3 54
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 1-ereby accepted. This certificate is
hereby executed under the authority of said
Rules and Regulations.
DatTeo f Execution Little Rock Planning
Commission
CERTIFICATE OF RECORDING
This document, number filed for
record 19 in Plat Book
Page__
LEGAL DESCRIPTION
Purt of the NE 1/4, NE 1/4, SE 1/4, Section 32, T-2-N, R-13-14, Pulaski
County, Arkansas, more particularly described �s: Beginning at a point on
th? West line of the NE 1/4, NE 1/4, SE 1/4, said Section 32, 20.0 feet, N
00 OS 53 E of the Southwest corner thereof, said point being located on
the North right-of-way line of Ridgehaven Road; thence N 00 05' 53" E along
thA West line of said NE 1/4, NE 1/4, SE 1/4. 641.6 ft. Lo the Northwest
corner thereof; thence N 89° 41' 08" F along the North line of Said NE 1/4,
NE 1/4, SF I/4, 580.69 ft. to it point of the West right-of-way line of Napa
Valley (toad; thence S 10 26' 52" E along said West right -of -way line,
621.08 ft. to a point; thence Southwesterly along the arc of , 25 ft.
r•ad us curve to the right, having a chord bearing and distance of S 440 21'
16" 14, 35.85 ft. to a point on tha North right-of-way line of Ridgehaven
Road; *nce N 890 49' 33" W along said North right-of-way line 572.40 ft.
to the point of beginning, containing 8.7119 acres more or less.
EAGLE PO/NTE
AN ADD/T/ON TO THE CITY OF L / T TL E ROCK, ARKANSAS
PART OF THE N.E 1/4, NE 1/4, S.E.I/4 , SEC. 32, T-2-N , R- 13-W
PULASKI COUNTY, ARKANSAS
5C 100 150
l / S)✓ � T FED I /� A �S / '�U� � E� ;FIAPh C SCALE /N FEET
FEBRI14RY /B, /988. A'ev 4-z0-/9B9
13WHITE-DATERS & ASSOCIATES, INC.
13 CIVIL ENGINEERING. LAND PI-ANNING & DEVELOPMENT, SURVEYING
0 401 Victory Street Little Rock, Arkansas 72201