HomeMy WebLinkAboutZ-6886-A Map 920' EASEMENT
INSTRUMENT $ 95 33382
W
NW CORNER, NW 1/4 NF 1 /A
_
S 02'59'21" W 195.42'
10'05'37" W 403.11'
?'58'07" W 517.40'
20'43'27" W 74.78'
CERTIFICATION
The undersigned, a Registered Professional Land Surveyor
in the State of Arkansas, certifies to the parties named
below as follows; to the best of our knowledge and ability:
1, The plat and the survey upon which it is based was
conducted on the ground by me or under my supervision and
complies with the Minimum Standard Detail Requirements for
ALTA/ACSM Land Title Surveys, developed jointly by the
American Land Title Association and American Congress on
Surveying and Mapping in 1992.
2, To the best of our knowledge and ability, the survey
plat shows the boundaries and dimensions of the property;
the area o the subject property and the location, size
and type o improvements on the subject property.
3, Except�as may be shown hereon, no encroachments of
any kind o to or off the subject property were noted at
the time o survey,
4. To the best of our knowledge and abitty, all platted
easements, building lines and/or rights-of-way are shown
hereon, as well as any other matters affecting the subject
property o which we have been advised.
5. To the best of our knowledge, the subject property
has access to and from a duty dedicated public street
or highway, unless otherwise indicated.
6, To the best of our knowledge, the subject property
forms a mathematically closed figure, unless otherwise
indicated.
7, Except as may be shown hereon, the subject property
does not lie within any prescribed flood hazard zone,
according to FIRM maps for the area, panel# 050181 0010 E
dated NOVEMBER 3, 1993
8, This certification is for and limited to the parties
named hereon and shall not extend to any other parties
or entities without the expressed written recertification
of the Surveyor named hereon.
Surveyed For; THE CHURCH AT ROCK CREEK INC.
Date
.................. 6/19/2002
LLA.
McGetrick Engineering
Ololo—erot—C, Lowe, Jr.
Registered Professional Land Surveyor
Cert�ca e #12 Arkansas
ko ��
PART OF THE NW 1/4 AND PART OF THE NE 1/4 OF SECTION 16, T -1-N, R -13-W PULASKI
COUNTY, ARKANSAS, MORE PARTICULARLY DESCRIBED AS:
COMMENCING AT THE NW CORNER OF THE NW 1,/4, NE 1/4 OF SECTION 16, T -1-N, R -13-W;
THENCE S 88°46'51" E ALONG THE NORTH LINE OF SAID NW 1/4 NE 1/4 680.30' TO A POINT
ON THE WEST R/W LINE OF U.S. INTERSTATE HIGHWAY 430; THENCE IN A SOUTHERLY DIRECTION
ALONG THE WEST R/W LINE OF SAID HIGHWAY THE FOLLOWING COURSES: S 02°59'21" W 195.42';
S 10'05'37" W 403.11'; S 02'58'07" W 517.40' TO THE POINT OF BEGINNING (SAID POINT
ALSO BEING ON THE SOUTHLINE OF SANDPIPER CREEK ADDITION); THENCE CONTINUE
ALONG THE WEST R/W LINE OF SAID HIGHWAY THE FOLLOWING COURSES: S 03'17'25" W 494.51';
S 00'45'54" E 701.78'; S 03`06'20" W 248.49'; S 20'43'27" W 74.78' TO A POINT ON THE
NORTH R/W LINE OF WEST 36TH STREET, THENCE ALONG THE NORTH R/W LINE OF SAID WEST
36TH STREET THE FOLLOWING COURSES: N 82'03'35" W 219.06'; N 86'34'04" W 142.30';
THENCE N 01'59'27" E 198.20'; THENCE N 89'13'11" W 640.91'; THENCE S 01'59'27" W 183.91'
TO A POINT ON THE NORTH R/W LINE OF WEST 36TH STREET; THENCE N 87'57'36" W ALONG
THE NORTH R/W LINE OF WEST 36TH STREET 110.99'; THENCE N 02'13'58" E 1909.96' TO A
POINT ON THE SOUTH LINE OF SANDPIPER CREEK ADDITION; THENCE IN A SOUTHEASTERLY
DIRECTION ALONG THE SOUTH LINE OF SAID SANDPIPER CREEK ADDITION THE FOLLOWING
COURSES: S 88°11'16" E 156.44'; S 52'08'38" E 553.36'; S 67°03'41" E 221.55'; S 85'44'21" E
301.94' TO THE POINT OF BEGINNING, CONTAINING 40.00 ACRES, MORE OR LESS.
NOTE: BEARING DATUM SHOWN HEREON WAS DERIVED
FROM PAGiS MONUMENTS AND ACCESSORIES.
IN
1"=100'
0 100 200 300
LITTLE ROCK, ARKANSAS 72201
PHONE 501-223-9900
SPRINGDALE, ARKANSAS 72765
PHONE 501-872-8282