HomeMy WebLinkAboutS-0509 Map 1STATE PLANE COORDINATES
PT. NO, NORTHING
1
108007.61
2
107961.06
3
107955.64
4
107965.57
5
108069.99
6
108245.13
7
108388.12
8
108251.94
EASTING
1179966.00
1179904.10
1179858.94
1179813.57
1179708.46
1179886.13
1180029.,; 4
1180182.92
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NE CORNER, NW1/4, SE1/4,
SECTION 18, T-1 -S, R-13-W
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GRAPHIC SCALE INMILES
VICINITY MAP
CERTIFICATE OF OWNER
CERTIFICATE OF SURVEYING ACCURACY
I, JOE D WHITE, HEREBY CERTIFY THAT THIS
WE, THE UNDERSIGNED, OWNERS OF THE REAL
PLAT CORRECTLY REPRESENTS A BOUNDARY
ESTATE, SHOWN AND DESCRIBED HEREIN, D❑
SURVEY MADE OR✓ERIFIED BY ME, ALL
HEREBY CERTIFY THAT WE HAVE LAI➢ OFF,
MONUMENTS REQUIRED ACTUALLY EXIST AND
PLATTED, AND SUBDIVIDED, AND D❑ HEREBY
` ARE CORRECTLY SHOWN HEREON AND THAT ALL
LAY OFF, PLAT, AND SUBDIVIDE SAID REAL
SURVEYING REQUIREMENTS OF THE LITTLE
ESTATE IN ACCORDANCE WITH THIS PLAT.
ROCK SUBDIVISION RULES AND REGULATIONS
HAVE BEEN COMPLIED WITH.
-
DATE OF EXECUTDJN c{
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I
DATE OF EXECUTION JOE ➢. WHITE
D,R, __-__- PAGE ----------
REGISTERED LAND SURVEYOR
ADDRESS
II NO. 534, ARKANSAS
INSTRUMENT NO.
�I CERTIFICATE OF ENGINEERING ACCURACY
CERTIFICATE OF FINAL APPROVAL
I, TIMOTHY E. DATERS, HEREBY CERTIFY
THAT THIS PLAT CORRECTLY REPRESENTS A
PURSUANT TO THE LITTLE ROCK SUBDIVISION
\� PLAN MADE BY ME, AND THAT THE
RULES AND REGULATIONS, AND ALL OF THE
ENGINEERING REQUIREMENTS OF THE LITTLE
CONDITIONS OF APPROVAL HAVING BEEN
ROCK SUBDIVISION RULES AND REGULATIONS
COMPLETED, THIS DOCUMENT IS HEREBY
HAVE BEEN COMPLIED H.
ACCEPTE➢, THIS CERTIFICATE IS HEREBY
EXECUTED UNDER THE AUTHORITY OF SAID
RULES AND REGULATIONS.
DATE OF EXECUTION TIMOTHY E. DATERS
f 1¢
REGISTERED PROFESSIONAL
?jfL-- -
ENGINEER NO. 5033, ARKANSAS
DATE OF EXECUTION LITILE ROCK PLANNING
COMMISSION
CERTIFICATE �4REi§4URZINg
7
-FILED
THIS DOCUMENT, NUMBER FILED FOR
RECORD , 19 IN PLAT BOOK
PAGE _
ll// (l
50 0 ? 00
i-egol Description
GRAPHIC SCALE IN FEET
Part of the fractional Section 18, T-1-S, R-13-W, which includes
part of the Original Town of Alexander, Arkansas, more particularly
described as: Starting at the Northeast corner of the 01/4, SEl/4
said Section 18; thence S1'58'27'W along the East line of said
NW1/4, SEt/4, 1394.86 ft. to a point on the Northerly right-of-way
line of Alexander-Yabelvale Road; thence along said Northerly
right-of-way line the following bearings and distances:
S41'30'27'W, 143.84 ft.; N4928'25W, 15.0 ft. and
S41'35'59'W, 114.26 fL to the point of beginning; thence
Westerly and continuing along said Northerly rght-of way Ilne the
following bearings and distances: S41'35'5TW, 326.73 ft.
S53'03'2TW, 77.45 ft.: S83'09.09'W, 45.48 ft.; N5924'3GW,
-
C F N E- R A I-. N❑ T F S',
40.43 ft and 544'48'49'W, 15.0 ft, to a point on the Lost"
-- -
right-of-way line of Walnut Street, thence N45.11.11'W, along
1, IRON PINS WERE SET A T ALL L1.1 T CEIRNE IRS (112")
said Easterly right-of-way line, 148.16 ft.; thence N4524'3TW,
249.47 ft.; thence N4503'5TE, 202.45 ft; thence S4924'01'E,
2. ALL EASEMENTS SHOWN `_ _ _ = ARE 1 ❑ BE USED
205.18 fL to the point of beginning, containing 2.2226 Acres more
FOR ACCESS, DRAINAGE AND/OR UTILITIES,
or lees.
3. LOTS WITH ROUNDED CORNERS ARE
MEASURED TO A POINT OF INTERSECTION
OF LOT LINES AND NOT POINTS ON A
CURVE
4. DISTANCES SHOWN ALONG CURVES ARE
CHORDS
5, RADII AT INTERSECTIONS OF STREET
RIGHTS OF WAY ARE 25'
6. ERROR OF CLOSURE: 0,98/20,000'
r
7, PAGIS MARKERS WERE SET AS SHOWN,
P
9 OF, LOTS 40 - 46
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T1JB1'-A11T A CR'T__,'S
An Addition to the City of
Little Rock, Arkansas
TMal � T
ON WHITE-DATERS & ASSOCIATES, INC,.
CIVIL ENGINEERING, LAND PLANNING & DEVELOPMENT, SURVEYING
401 VICTORY STREET LITTLE ROCK, ARKANSAS 72201