HomeMy WebLinkAboutZ-8296-B Map 3PROPOERTY DESCRIPTION TRACT 1
PART OF THE NE 1/4 OF SECTION 11. TOWNSHIP 1 NORTH, RANGE 13 WEST, LITTLE ROCK, PULASKI COUNTY,
ARKANSAS, MORE PARTICULARLY BOUNDED AND DESCRIBED AS FOLLOWS: BEGINNING AT THE SW CORNER OF THE
NW 1/4 OF THE NE 1/4 SECTION 11 , TOWNSHIP 1 NORTH, RANGE 13 WEST, A FOUND 1/2" REBAR, RUN THENCE
N 01'45'13" E ALONG THE WEST LINE OF THE SAID NW 1/4, NE 1/4, 408.90, TO THE SOUTHERLY RIGHT OF WAY
OF KANIS ROAD; THENCE S 75'27'03" E ALONG SAID SOUTHERLY RIGHT OF WAY 30.55'; THENCE CONTINUE
ALONG SAID RIGHT OF WAY 528.72' ON A CURVE TO THE LEFT HAVING A RADIUS OF 550.00', A CHORD BEARING
AND DISTANCE OF N 77'00'30" E 508.59% THENCE CONTINUE ALONG SAID RIGHT OF WAY N 49'28'08" E 17,76'
TO THE WESTERLY RIGHT OF WAY OF LABELLE DRIVE; THENCE LEAVING SAID SOUTHERLY RIGHT OF WAY ALONG
SAID WESTERLY RIGHT OF WAY 375.68' ON A CURVE TO THE RIGHT HAVING A RADIUS OF 245.00' AND A CHORD
BEARING AND DISTANCE OF
S 14-28122" W 339.94; THENCE CONTINUE ALONG SAID WESTERLY RIGHT OF WAY 33,40, ON A CURVE TO THE
RIGHT HAVING A RADIUS OF 38.00' AND A CHORD BEARING AND DISTANCE OF S 83'35'48" W 32.33'; THENCE
CONTINUE ALONG SAID WESTERLY RIGHT OF WAY 101,73' ON A CURVE TO THE LEFT HAVING A RADIUS OF 62,00'
AND A CHORD BEARING AND DISTANCE OF 5 61'46'16" W 90.69'; THENCE CONTINUE ALONG SAID RIGHT OF WAY
31.28' ON A CURVE TO THE RIGHT HAVING A RADIUS OF 38.00' AND A CHORD BEARING AND DISTANCE OF
S 38*20*40" W 30.40'; THENCE CONTINUE ALONG SAID RIGHT OF WAY 151.67' ON A CURVE TO THE LEFT HAVING
A RADIUS OF 305.00' AND A CHORD BEARING AND DISTANCE OF S 47'40'35" W 150.11' TO THE SOUTH LINE OF
THE NW 1/4 OF THE NE 1/4; THENCE LEAVING SAID RIGHT OF WAY ALONG SAID SOUTH LINE N 88'03'35" W
165.82' TO THE POINT OF BEGINNING CONTAINING 4.06 ACRES (176881.08 SQ. FT.) MORE OR LESS.
CONCRETE MONUMENT (FND)
PROPOER TY DESCRIPTION TRACT 2
PART OF THE NE 1/4 OF SECTION 11, TOWNSHIP 1 NORTH, RANGE 13 WEST, LITTLE ROCK, PULASKI COUNTY,
ARKANSAS, MORE PARTICULARLY BOUNDED AND DESCRIBED AS FOLLOWS: COMMENCING AT THE SW CORNER OF
THE NW 1/4 OF THE NE 1/4 SECTION 11 , TOWNSHIP 1 NORTH, RANGE 13 WEST, A FOUND 1/2" REBAR, RUN
THENCE S 88'03'35" E ALONG THE SOUTH LINE OF THE SAID NW 1/4, NE 1/4, 470.44'. TO THE EASTERLY RIGHT
OF WAY OF LABELLE DRIVE AND THE POINT OF BEGINNING OF THE LAND HEREIN DESCRIBED; RUN THENCE
N 01'46'22" E ALONG SAID RIGHT OF WAY 48.69'; THENCE CONTINUE ALONG SAID RIGHT OF WAY 52.47' ON A
CURVE TO THE LEFT HAVING A RADIUS OF 318.21' AND A CHORD BEARING AND DISTANCE OF N 04'27'42" W
52.41', THENCE CONTIUE ALONG SAID RIGHT OF WAY 69,67' ON A CURVE TO THE RIGHT HAVING A RADIUS OF
66.72' AND A CHORD BEARING AND DISTANCE OF N 25'30'50" E 66.55'; THENCE CONTINUE ALONG SAID RIGHT OF
WAY 216,03' ALONG A CURVE TO THE LEFT HAVING A RADIUS OF 305.00' AND A CHORD BEARING AND DISTANCE
OP N 38'37'05" E 211.55'; THENCE LEAVING SAID RIGHT OF WAY S 43'46'15" E 474.64' TO THE SOUTH LINE OF
SAID NW 1/4 OF THE NE 1/4, THENCE N 88-03-35" W ALONG SAID SOUTH LINE 486.75' TO THE POINT OF
BEGINNING CONTAINING 2.02 ACRES (88192.88 SQ. FT.) MORE OR LESS.
SURVEYOR'S NOTES
HORIZONTAL COORDINATES, BEARINGS, AND ELEVATIONS FOR THIS PROJECT ARE BASED ON PAGIS MONUMENT 2040.
FIELD WORK FOR THIS SURVEY WAS COMPLETED DECEMBER, 2011.
NO STATEMENT IS MADE CONCERNING SUBSURFACE CONDITIONS.
W! N1/4 SECTION 11, TIN, R13W BURIED UTILITIES AND SUBSURFACE STRUCTURES ARE SHOWN BASED ON VISUAL INSPECTION OF MANHOLES AND OTHER
e SURFACE FEATURES. McCLELLAND CONSULTING ENGINEERS HAS ACCURATELY DEPICTED THE UNDERGROUND AND
CURVE DATA
MI;- P FD k" REBAR THE BEST OF THEIR KNOWLEDGE AND ABILITY ANY CONSTRUCTION AT THIS SITE SHOULD
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NUMBER
RADIUS
ARC LENGTH
CHORD BEARING
CHORD DIST.
Cl
550.00
528.72
N77'00'30"E
508.59
C2
24&00
375.68
514-28'22"W
339.94
C3
4 0
S 335'48"W
8
32.33
C4
62.00
62.00
101
10.28
S61'46'16"W
CS
38.00
31.28
S38'20'40"W
30.40
30.40
C6
305.00
151.67
S47'40'35"W
150.11
C7
305.00
216.03
N36'37'05"E
211.55
C8
66 22
69.67
925'30'50"E
66.55
C9
318.21
52.47
NO4.27.42"W
52.41
/2" REBAR (FND)
10' NON VEHICULAR
ACCESS EASEMENT
SUBSURFACE FEATURES TO
DISTURBED
ONLY BE DONE AFTER CONTACTING ARKANSAS ONE CALL AT 1-800-482-8998 AT LEAST 48 HOURS PRIOR TO ANY
N 49'28'08 E '� EXCAVATION.
17,776' .O
FD. Y2" REBAR
vp i �o6P��0 .�.. GA• 3
p.�Ts (2)AT&T
`TD VAULTS O
C8
S 6V5522" W .. ,.
. N88*03'35:W 165.821:� 304,62'
P.O.S. TRACT 1 S88'03'35"E 470,44'
1/2" REBAR (FIND)
SW COR, NW 1/4, NE 1/4
SECTION 11 TIN, R13W
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M'i
FLOOD INFORMATION: NO PORTION OF THIS PROPERTY IS WITHIN THE BOUNDARIES OF A 100 YEAR FLOOD ACCORDING TO
A FEDERAL EMERGENCY MANAGEMENT AGENCY (FEMA) FLOOD INSURANCE RATE MAP (FIRM) FOR CITY OF LITTLE ROCK,
ARKANSAS, PULASKI COUNTY. COMMUNITY PANEL NUMBER 050151 0101 F. DATED OCTOBER 19, 2001.
NO STATEMENT IS MADE AS TO THE EXISTENCE, CORRECTNESS, OR LOCATION, EXCEPT WHERE SHOWN, OF ANY PROPERTY
CORNER MONUMENT.
ALL EASEMENTS KNOWN TO McCLELLAND CONSULTING ENGINEERS AT THE TIME OF THE SURVEY ARE SHOWN ON THE
DRAWNG, BUT NO STATEMENT IS MADE AS TO THE COMPLETENESS OF THE EASEMENTS TRACT IS SUBJECT TO
EASE,HENTS, RESTRICTIVE COVENANTS, SUBDIVISION RESTRICTIONS,
A1.0 i'LANNING AND ZONING REGULATIONS OF RECORD, IF ANY, AND IS SUBJECT TO SUCH FACTS AS AN ACCURATE AND
CURRENT TITLE SEARCH MAY DISCLOSE.
rit
Ig o0 I olv"".,,, DECLARATION:
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0° °o 1, L I HEREBY DECLARE THAT THE HEREON PLATTED AND DESCRIBED SURVEY WAS
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o STATE A o
" W o° ARKANSAS o G• % COMPLETED UNDER MY SUPERVISION, THAT ALL VISIBLE ENCROACHMENTS ARE
07 0 o f L SHOWN, AND THAT THE CORNERS WERE FOUND OR SET, AS SHOWN, TO THE
No. IB 6
C p BES MY KNOWLEDGE AND ABILITY.
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SET 1/2" X 24" REBAR
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( IN FEET)
(UNLESS OTHERWISE NOTED)
SANITARY SEWER MANHOLE
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'•\ 1 inch = 100 Ft.
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CURB LINE
N88'03'35"W �.._..�..e.._.._..
_.. 486.75' _..
1/2" REBAR-/
W/CAP #1438
---- WATER LINE
I .... ... SANITARY SEWER LINE
PROPERTY UNE
--- -----•-------- RIGHT OF WAY UNE
-,•- BUILDING SETBACK LINE
... EASEMENT LINE