HomeMy WebLinkAboutS-0508-E Map 5CERTTFICATE OF SURVEYING ACCURACY CERTIFICATE OF OWNER
STATE PLANE COORDINATES
PT. NO.
NORTHING
EASTING
1
108007.61
1179966.00
2
107961.06
1179904.10
3
107955.64
1179858.94
4
107965.57
1179813.57
5
108069.99
1179708.46
6
108245.13
1179886.13
7
108388.12
1180029.•. 4
8
108251.94
1180182.92
3
O
07
PAGIS(MKR. NO. 2071-0097
NE CORNER, NW1/4, SE1/4,
SECTION 18, 7
--1-S, P,-13-W
PAGIS MKR N0. 2071-0098
ON LOT LINE 8,11'
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GRAPHIC SCALE INMILES
VICINITY MAP
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 `v`ERIFIED BY ME, ALL HEREBY CERTIFY THAT WE HAVE LAID OFF,
i 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.
rill
DATE ❑F EXECUTIONDATE ❑F EXECUTiON HITE D.R. __—_— PAGE ----1 .
REGISTERED LAND SURVEYOR ADDRESS
NO. 534, ARKANSAS
INSTRUMENT NO,
CERTIFICATE OF ENGINEERING ACCURACY
Legal Description
Part of the fractional Section 18, 1-1-S, R--13-W, which includes
part of the Original Two of Alexander, Arkansas, more particularly
described as: Starting at the Northeast comer of the NW1/4, SE1/4
said Section 18; thence S1'58'27*W along the East line of said
NW1/4, SE1/4, 1394.86 ft. to a point on the Northerly right-of-way
line of Alexander-Mabelvale Road; thence along said North"
right-of-way line the following bearings and distances:
S41'30'27'W, 143.84 ft,; N4B28'25W, 15.0 ft. and
S41.35'5TW, 114.26 ft. to the point of beginning; thence
Westerly and continuing along said Northerly right-of-way line the
following bearings and distances: S41'35'59'W, 326.73 ft.;
S5.703'29'W, '7.45 ft_: S83TTOTIN, 45.48 ft.; N5924'367W,
40.43 ft and S44'48'49w, 15.0 ft. ;a a point on the costeny
right-of-way lbm of Walnut Street; thence N4511'11'W, along
said Easterly right-of-way line, 148.16 ft.; thence 144524'39'W,
249.47 ft.; thence 44TOT59'F, 202.45 ft.; thence W24'01'E,
205.18 ft. to the point of beginning, containing 2.2226 Acres mom
or lees.
CERTIFICATE OF FINAL_ APPROVALI
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 yCiZH. ACCEPTED. THIS CERTIFICATE IS HEREBY
_ EXECUTED UNDER THE AUTHORITY OF SAID
RULES AND REGULATIONS.
DATE OF EXECUTION TIMOTHY E DATERS
REGISTERED PROFESSIONAL
ENGINEER NO. 5033, ARKANSAS DATE OF EXECUTION LITTL_ ROCK PLANNING
COMMISSION
CERTIFICATE: 1§4RE64%3�
THIS DOCUMENT, NUMBER ^-_FILED FOR
RECURD_ , 19 1N PLAT BOOK �.
PAGE _— .
dy.��' F�
50 0 100
GRAPHIC SCALE IN FFET
GENERAL NLJTES
,. IRON PINS WL R_ SE T A i ALL Li it CORNERS
2. ALL EASEMENTS SHOWN = = _ = ARE T, BE USED
FOR ACCESS, DRAINAGE AND/OR UTILITIES.
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 INTFRSEC-TENS OF STREET
RIGHTS OF WAY ARE 25'
6, ERROR OF CLOSURE: 0,98/20,000'
7, PAGiS MARKERS WERE SET AS SHOWN,
F I�0T A PLAT O40 6
An Addition to the City of
Little Rock, Arkansas
,I PLAT.
Fay elt�a,
WHITE—DATERS &c ASSOCIATES, INC.
CIVIL ENGINEERING, LAND PLANNING & DEVELOPMENT, SURVEYING
401 VICTORY STREET LITTLE ROCK, ARKANSAS 72201