HomeMy WebLinkAboutZ-6240-B Map 15PAUL F067/9°
OTH ST
FD. 10 CAI MD TOP PIK-1
Fa 1 jY am
FD. 1 jr gm
PAGE MONIMNTS 20WO
RIM 402.14
FL IN 6' PVC FROM N.E. 394.
FL IN 8' PVC FRON N. 394.21
FL OUT 8' PVC TO S. 394.19
1
1121' dmk no
BARRICADE
PART OF THEE & W J4, E 7¢, NE A, SECTION 20 TOWNSHIP 2 NORTH, RANGE 13 WEST, LOTS 2-4 VIEWPOINTE
OFFICE SUBDIVISION. PULASKI COUNTY, ARKANSAS, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
BEGINNING AT A FOUND Us REBAR WITH STONE COLLAR FOR THE NORTHEAST CORNER OF LOT 1 G.C.C. ADDITION
TO THE CITY OF LITTLE ROCK, ARKANSAS, SAID CORNER LYING ON THE WEST LINE OF THE E )i W E Ji NE
A. SECTION 20, TOWNSHIP 2 SOUTH. RANGE 13 WEST. THENCE S 63'16'53" E 344.89' TO A FOUND J5 IRON ROD.
THENCE S 02'08'29' W 602.95° TO A PONT ON THE EAST RIGHT-OF-WAY LINE OF VIEWPOINTE COVE (60'
R -O -W). THENCE N 87'51431' W 60.00' TO A FOUND PUNCH MARK ON SIDEWALK, SAID PONT IS ON THE WEST
RIGHT-OF-WAY OF SAID VIEWPOINTE COVE, THENCE N 8T51'31' W 245.60' TO A FOUND h IRON ROD. THENCE N
01'07'12' E 285.37' TO A FOUND X IRON ROD AND STONE COLLAR, PASSING AT 221.04' A FOUND J5 IRON ROD,
THENCE N 01.46'29' E 461,07' TO THE POINT OF BEGINNING CONTAINING 4.80 ACRES MORE OR LESS.
DECLARATION:
I HEREBY DECLARE THAT THE HEREON PLATTED AND DESCRIBED SURVEY WAS COMPLETED UNDER MY
SUPERVISION, THAT ALL VISIBLE ENCROACHMENTS ARE SHOWN, AND THAT THE CORNERS WERE FOUND
OR SET. AS SHOWN, TO THE BEST OF MY KNOWLEDGE AND ABILITY.
BRIAN A. TINNEL
PROFESSIONAL LAND SURVEYOR
ARKANSAS NUMBER 1438
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4 ....... 45'
b STATE OF i
ARYAN a.
0 N 3 _
NI
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ZS�o7
DATE
CONTROL DATA
Node ID
Northing
Easting
EIMIllon
Dour' tion
11
169902.7174
1188467.0296
442.90
BOD
MAC NAIL
12
170037.1602
1168425.0902
441.92
BOD
MAG NAIL
13
170132.9011
1188401,0903
461.93
BOD
MAC NAIL
14
170256.1056
1188312.6758
489.64
600
MAG NAR
15
170254.1891
1188203.9456
493.03
BOD
MAG NAIL
16
170031.8461
1188221,9647
477.20
601)
MAG NAIL
17
116291&3700
111188207.3160
1453.48
ISOD
MAG NAIL
300
1170214.4745
IIISM7.54i2
478 97
60D MAG NAIL
SURVEYOR'S NOTES:
HORIZONTAL COORDINATES AND ELEVATIONS FOR THIS PROJECT ARE BASED ON PAGIS MONUMENT
02052 BEING A ALUMINUM CAP SET IN CONCRETE. PROPERTY LINES ARE BASED ON A PRELIMINARY
PLAT BY WHITE—RATERS & ASSOCIATES. INC.. TITLED: LOTS 1-4 THE VIEWPOINTE OFFICE SUBDIVISION,
DATED 4-18-05. REVISED 5-31-05 AND FIELD VERIFIED MONUMENTS AS SHOWN HEREON.
CONTOUR INTERVAL - 1 FOOT,
FIELD WORK FOR THIS SURVEY WAS COMPLETED APRIL, 2007.
NO STATEMENT IS MADE CONCERNING SUBSURFACE CONDITIONS.
BURIED UTILITIES AND SUBSURFACE STRUCTURES ARE SHOWN BASED ON VISUAL INSPECTION OF MANHOLES
AND OTHER SURFACE FEATURES. McCLELLAND CONSULTING ENGINEERS HAS ACCURATELY DEPICTED THE
UNDERGROUND AND SUBSURFACE FEATURES TO THE BEST OF THEIR KNOWLEDGE AND ABILITY. ANY
CONSTRUCTION AT THIS SITE SHOULD ONLY BE DONE AFTER CONTACTING ARKANSAS ONE CALL AT
1-800-482-8998 AT LEAST 48 HOURS PRIOR TO ANY EXCAVATION.
LEGEND
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GRAPHIC SCALE
( IN FEET )
1 Inch - 50 fL
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