HomeMy WebLinkAboutS-0867-AA MapCERTIFICATE OF SURVEYING ACCURACY
1, JOE D WHITE, HEREBY CERTIFY THAT THIS
PLAT CORRECTLY REPRESENTS A BOUNDARY
SURVEY MADE OR VERIFIED BY ME, ALL
MONUMENTS REQUIRED ACTUALLY EXIST AND
ARE CORRECTLY SHOWN HEREON AND THAT ALL
SURVEYING REQUIREMENTS OF THE LITTLE
ROCK SUBDIVISION RULES AND REGULATIONS
HAVE BEEN COMPLIED WITH. '
DATE OF EXECUTION JOE'10. WHITE
REGISTERED LAND SURVEYOR
NO. 534, ARKANSAS
CERTIFICATE OF ENGINEERING ACCURACY
1, TIMOTHY E. DATERS, HEREBY CERTIFY
,`, e,ueee•rerry THAT THIS PLAT CORRECTLY REPRESENTS A
T� rrrr�� PLAN MADE BY ME, AND THAT THE
•,•°,..,,, ENGINEERING REQUIREMENTS OF THE LITTLE
�•ST OF•'. 11� ROCK SUBDIVISION RULES AND REGULATIONS
t �• HAVE BEEN COMPLIED N11p, i
� �
,�C+ DATE OF EXECUTION TIMOTHY E. DATERS
U"'�C TJ. �I�••V REGISTERED PROFESSIONAL
'', /t' •"°••"' '� ENGINEER NO. 5033, ARKANSAS
pis ti ` A r t-a6° ' � L,
AEviSTiRED I
1'91OFESSIONAA,
ENGINEER
A
+yn No.5033
iron fir, J 3G't �f a// ; (?r u?r .-✓-5
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CERTIFICATE OF OWNER
WE, THE UNDERSIGNED, OWNERS OF THE REAL
ESTATE, 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,
f
DATE OF EXECUTION "a•.•o
D. R. PAGE
ADDRESS
INSTRUMENT NO.
CERTIFICATE OF FINAL APPROVAL
PURSUANT TO THE LITTLE ROCK SUBOIVISION
RULES AND REGULATIONS, AND ALL OF THE
CONDITIONS OF APPROVAL HAVING BEEN
COMPLETED, THIS DOCUMENT IS HEREBY
ACCEPTED. THIS CERTIFICATE IS HEREBY
EXECUTED UNDER THE AUTHORITY OF SAID
RULES AND REGULATIONS.
I)/L
DATE OF EXECUTION LITTLE ROCK PLANNING
COMMISSION
CERTIFICATE OF RECORDINf§.,,-38904
THIS 00 UNEN, NUMBER ,FILED F
RECORD� & { 19IN PLAT BOOK .
PAGE
NAME
Part of Section 25, T-2-N, R-14-W, Pulaski County, ArkansO,lF,'Wro�r�
particularly as:-",oning at the^center of Sectiof gt.
"•" �"� 1 14-W; thence SO'45'34"W along the North -South
centerline of said Section 36, 1021.60 ft. to a point on the
centerline of Chenal Parkway; thence Northwesterly along said
centerline being the arc of a 2864.79 ft. radius curve to the
left, having a chord bearing and distance of N22055'45"W, 873.62
ft. to a point; thence N31°42'05"W and continuing along said
centerline, 2164.01 ft. to a point; thence Northwesterly and
continuing along said centerline, being the arc of a 5729.58 ft.
radius curve to the right, having a chord bearing and distance of
1426°52'34"W, 964.0 ft. to a point; thence N22'02'59"W and
continuing along said centerline, 811.45 ft. to a point on the
centerline of Chenal Valley Drive; thence N79048'07"E along said
centerline, 365.64 ft. to a point; thence Northeasterly and
continuing along said centerline, being the arc of a 409.26 ft.
radius curve to the left, having a chord bearing and distance of
N51°00'34"E, 394.23 ft. to a point; thence N67'46'57"W, 30.0, ft.
to a point on the Westerly right-of-wa- lire of said chF
Valley Drive and the point of begi-
200.0 ft. to a point; thence h' it;
thence 567'46'57"E, 200.0 n t-
of-way line of Chenal Val ,���� - ;aid
Westerly riyht-of-way ]in, - g
containing 0.9183 Acre mot
JUN 19 1992