HomeMy WebLinkAbout14-010 Map 2CURVE DATA
CURVE@
RADIUS
CURVE
CHORD
CHORD
LENGTH
BRG.
LENGTH
(M) 548.00'
128.85'
N 32.2535" W
128.55'
Cl
(R) 548.00'
129.30'
N 32'30'55" W
129.00'
(M) 25.00'
39.12'
N 05*13'42' E
35.25'
C2
(R) 25.00'
38.69'
N 06'03'33" E
34.94'
(M) 548.00'
218.59'
N 68'33'45" E
212.67'
C3
(R) 548.00'
218.57'
N 68'24'52" E
1 212.64'
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IN CONCRETE
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GRAPHIC SCALE
0 15 30 60
( IN FEET )
1 inch = 30 ft.
CHISELED
(M) N 88°12'32"
W 57.10' EPE
(R) N 88°23'42"
W 57.25' f FIDE
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`-•CHISELED "X"
IN CONCRETE V CERTIFICATION
I, KIRT SLEDGE, ARKANSAS PROFESSIONAL SURVEYOR #1665,
DO HEREBY CERTIFY THAT A BOUNDARY SURVEY WAS
PERFORMED UNDER MY DIRECT SUPERVISION AND THIS
DRAWING ACCURATELY REFLECTS MONUMENTS FOUND OR SET
DURING THE COURSE OF THE SURVEY TO THE BEST OF MY
KNOWLEDGE AND ABILITY.
t/I4 /I4
KIRT SLEDGE DATE
x
0
0
0
3
o0
0
0
0
INSET 1
N.T.S.
INSET 2
N. T.S.
LEGEND
FOUND SURVEY BOUNDARY MARKER
(TYPE AS NOTED)
O
SET 1/2• X 24• REBAR
(UNLESS OTHERWISE NOTED)
(M)
MEASURED BEARING/DISTANCE
(R)
RECORDED BEARING/DISTANCE
&-3s jwv T
NAIL IN
SEE INSET 1 CONCRETE
LOT 2, BURROWS GRAHAM COMMERCIAL SUBDIVISION TO
THE CITY OF LITTLE ROCK, PULASKI COUNTY ARKANSAS.
SURVEYOR'S NOTES:
BEARINGS FOR THIS PROJECT ARE BASED ON THE WEST LINE
OF LOT 2
FIELD WORK FOR THIS SURVEY WAS COMPLETED IN APRIL,
2013.
FOR THE USE AND BENEFIT OF EZ MART STORES INC
SOURCE OF TITLE: DESCRIPTION SUPPLIED BY CLIENT.
FLOOD INFORMATION: FLOOD INFORMATION WAS NOT
RESEARCHED FOR THIS PROJECT.
NO STATEMENT IS MADE AS TO THE EXISTENCE, CORRECTNESS,
OR LOCATION, EXCEPT WHERE
SHOWN, OF ANY PROPERTY CORNER MONUMENT.
ALL EASEMENTS KNOWN TO SOUTH POINT SURVEYING AT THE
TIME OF THE SURVEY ARE SHOWN ON THE DRAWING, BUT NO
STATEMENT IS MADE AS TO THE COMPLETENESS OF THE
EASEMENTS SHOWN. TRACT IS SUBJECT TO EASEMENTS,
RESTRICTIVE COVENANTS, SUBDIVISION RESTRICTIONS, AND
PLANNING AND ZONING REGULATIONS OF RECORD, IF ANY, AND
IS SUBJECT TO SUCH FACTS AS AN ACCURATE AND CURRENT
TITLE SEARCH MAY DISCLOSE.
ERROR OF CLOSURE: THIS SURVEY MEETS THE STATE OF
ARKANSAS MINIMUM STANDARDS FOR ERROR OF CLOSURE IN
URBAN SURVEYS OF 1 PART IN 10.000.
THIS SURVEY VALID ONLY IF PRINT HAS ORIGINAL SEAL AND
SIGNATURE OF THE SURVEYOR PRESENT UPON IT.
RIGHT OF WAY DEDICATION DE' SCBIP'f10N
BEGINNING AT THE SOUTHWEST CORNER OF LOT 2, BURROWS
GRAHAM COMMERCIAL SUBDIVISION TO THE CITY OF LITTLE ROCK,
THENCE 128.85' ALONG A CURVE TO THE LEFT WITH A RADIUS OF
548 00' AND A CHORD BEARING/ DISTANCE OF N32°25'35"W 128.55 ;
THENCE 39.12' ALONG A CURVE TO THE RIGHT HAVING A RADIUS OF
25 00' AND A CHORD BEARING/DISTANCE OF S05°13'42"E 35.25 ;
THENCE S45'59'02"E 5.00 ; THENCE 31.85 ALONG A CURVE TO THE
LEFT HAVING A RADIUS OF 20 00' AND A CHORD BEARING/ DISTANCE
OF S05°54'24"W 28.61; THENCE 130.83' ALONG A CURVE TO THE RIGHT
HAVING A RADIUS OF 553.00' AND A CHORD BEARING/ DISTANCE
S32023'13'E 130.52 ; THENCE S73' 12'43"W 5.06' TO THE POINT OF
BEGINNING CONTAINING 826.50 SQUARE FEET MORE OR LESS.
BURIED FUEL TANK FILL PORTS
TEST MONITOR WELL
SIGN
® TRAFFIC SIGNAL CONTROL VAULT
O
STORM WATER MANHOLE
WATER SPRINKLER VALVE
LIGHT POLE
CURB LINE
�
POWER POLE
2'CSCG - 2' CONC STEP CURB dt GUTTER
F
GUY LINE
OHE —OHE— OVERHEAD ELECTRIC LINE
x x FENCE
EPEDO
ELECTRIC PEDESTAL
PROPERTY LINE
TPEDEI
TELEPHONE PEDESTAL
— RIGHT OF WAY LINE
WATER VALVE
— — — BUILDING SETBACK LINE
®
WATER METER
— — — — — — — — EASEMENT LINE
a
CURVE DATA
CURVE#
RADIUS
CURVE
CHORD
CHORD
LENGTH
BRG.
LENGTH
(M) 548.00'
128.85'
N 32'25'35" W
128.55'
C1
(R) 548.00'
129.30'
N 32.30'55" W
129.00'
(M) 25.00'
39.12'
N 05'13'42" E
35.25'
C2
(R) 25.00'
38.69'
N 06*03*33" E
34.94'
(M) 548.00'
218.59'
N 68.33'45" E
212.67'
C3
(R) 548.00'
218.57'
N 68.24'52" E
212.64'
VIP
jC
O eKis ;Lt i] "ic" (R N`88° ,3:42'`.�v
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CHISELED "X"
' IN CONCRETE
C3 ;: 25' BUILDING LINE I
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CHISELED "7C ET
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i CONCRETE
{� METAL';-
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IN
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.
0��1W SEE INSET 1 C01
INGRESS.
_' ' • 'EGRESS
€ASEAdEtV
- SEE INSET 2
- ` CHISELED X.
IN CONCRETE .`'���•Q'I&$ S'I rQr��rf''.
CERTIFICATION N
_ y Q� O000000*0
I, KIRT SLEDGE, ARKANSAS PROFESSIONAL SURVEYOR #1665, GRAPHIC SCALE ' a ° ARKA °F`NSAS °°%
DO HEREBY CERTIFY THAT A BOUNDARY SURVEY WAS ��co ARKAo
PERFORMED UNDER MY DIRECT SUPERVISION AND THIS
DRAWING ACCURATELY REFLECTS MONUMENTS FOUND OR SET
DURING THE COURSE OF THE SURVEY TO THE BEST OF MY
KNOWLEDGE AND ABILITY.
KIRT SLEDGE DATE
0 20 40 so
i
( IN FEET
1 inch = 40 M
INSET 1
N.T.S.
>l�lla1 �0
Ffii=���(��
SURVEY DESCRIPTION
LOT 2, BURROWS GRAHAM COMMERCIAL SUBDIVISION TO
THE CITY OF LITTLE ROCK, PULASKI COUNTY ARKANSAS.
SURVEYOR'S NOTES:
BEARINGS FOR THIS PROJECT ARE BASED ON THE WEST LINE
OF LOT 2
FIELD WORK FOR THIS SURVEY WAS COMPLETED IN APRIL,
2013.
FOR THE USE AND BENEFIT OF EZ MART STORES INC
SOURCE OF TITLE: DESCRIPTION SUPPLIED BY CLIENT.
FLOOD INFORMATION: FLOOD INFORMATION WAS NOT
RESEARCHED FOR THIS PROJECT.
NO STATEMENT IS MADE AS TO THE EXISTENCE, CORRECTNESS,
OR LOCATION, EXCEPT WHERE
SHOWN, OF ANY PROPERTY CORNER MONUMENT.
ALL EASEMENTS KNOWN TO SOUTH POINT SURVEYING AT THE
TIME OF THE SURVEY ARE SHOWN ON THE DRAWING, BUT NO
STATEMENT IS MADE AS TO THE COMPLETENESS OF THE
EASEMENTS SHOWN. TRACT IS SUBJECT TO EASEMENTS,
RESTRICTIVE COVENANTS, SUBDIVISION RESTRICTIONS, AND
PLANNING AND ZONING REGULATIONS OF RECORD, IF ANY, AND
IS SUBJECT TO SUCH FACTS AS AN ACCURATE AND CURRENT
TITLE SEARCH MAY DISCLOSE.
ERROR OF CLOSURE: THIS SURVEY MEETS THE STATE OF
ARKANSAS MINIMUM STANDARDS FOR ERROR OF CLOSURE IN
URBAN SURVEYS OF 1 PART IN 10,000.
THIS SURVEY VALID ONLY IF PRINT HAS ORIGINAL SEAL AND
SIGNATURE OF THE SURVEYOR PRESENT UPON IT.
LEGEND
FOUND SURVEY BOUNDARY MARKER
BURIED FUEL TANK FILL PORTS
(TYPE AS NOTED)
O
SET 1/2" X 24" REBAR
®
TEST MONITOR WELL
(UNLESS OTHERWISE NOTED)
SIGN
(M)
MEASURED BEARING/OISTANCE
®
TRAFFIC SIGNAL CONTROL VAULT
(P,)
RECORDED BEARING/OISTANCE
v` :`
WATER SPRINKLER VALVE
O
STORM WATER MANHOLE
CURB LINE
2' CONC STEP CURB do GUTTER
LIGHT POLE
OHE—
—OHE OVERHEAD ELECTRIC LINE
POWER POLE x
x FENCE
F
GUY LINE
PROPERTY LINE
EPEDO
ELECTRIC PEDESTAL
— —
RIGHT OF WAY LINE
TPEDO
TELEPHONE PEDESTAL
_
_ _ BUILDING SETBACK LINE
m
WATER VALVE _ — — —
— — —
— — — _ EASEMENT LINE
IQI
WATER METER
F ,
POINT
"
= I� •
U
SURVEYING
o e
`
No. 2408
:, '
, ,
•
SOUTH POINT SURVEYING, PLLC
2109 Stoney Creek Dr Little Rock AR'72211
southpointsurveying @yahoo. com
Kirt:501-285-5958 Mark:501-837-2342
Fax: 501-224-o890
Drawing; I Date: I Page: Drawn by:
MARA LYNN EZ MART 5-14-13 1/1. 1 MID
Surveyed for:
EZ MART STORES INC.
EZ MART STORE #607
11911 MARA LYNN RD. LITTLE ROCK AR.