HomeMy WebLinkAboutZ-6278-E Map 20
FOUND 1/2- RE13AR
O
SET 1/2- REBAR
CONC.
FIRE HYDRANT
to
WATER METER
®
WATER VALVE
r0'
unary POLE
1b
GUYWIRE
I
LIGHT POLE
-WA-
WA - WATER
-ws-
G - GAS
-WT-
UGT - BURIED
O
TELEPHONE
FOUND
1/2" REBAR
PROPERTY DESCRIPTION
Lots 1 and 2 The Sports Authority Addition,
City of Little Rock, Pulaski County, Arkansas,
PROPERTY DESCRIPTION LOT
A part of the South 1/2 of the North 1/2 of the Northeast 1/4 of the Southwest 1/4
of Section 4, T -1-N, R -13-W, and a part of Lots 20,21, and 27 Montclair Heights
Subdivision (Part II) all in the City of Little Rock, Pulaski County, Arkansas being
more particularly described as follows:
Commencing at the Northeast Corner of theNortheast 1/4 of the Southwest 1/4
of said Section 4; thence S 00'36'55" E 19.63 feet; thence N 89'23'22" W,
20.00 feet; thence S 00'33'07° E, 325.36 feet; thence N 89'23'37" W, 14.19 feet
for the POINT OF BEGINNING. Thence S 00'33'07" E, 80.89 feet; thence N 46'39'42" W,
24.14 feet; thence N 89'23'37" W, 161.41 feet; thence S 00'36'23" W, 258.13 feet;
thence N 89'20'07" W, 134.67 feet; thence S 00'21'31" E, 207.72 feet to the
Northerly Right -of -Way of Chenal Parkway; thence along said Northerly Right -of -
Way along a curve to the left having a radius of 1165.92 feet, an arc length of
28.47 feet with O chord bearing and distance of N 47'53'29" W, 28.47 feet; thence
continue along the Northerly Right -of -Way along a curve to the left having a radius
of 1165.92 feet, an Arc Length of 304.38 feet and a chord bearing and distance of
N 56'04'12" W, 303.52 feet; thence continue along the Northerly Right -of -Way along a
curve to the left having a radius of 1165.92 feet, an Arc Length of 129.11 feet and a
chord bearing and distance of N 66'43'39" W, 129.04 feet; thence N 00'23'47" W,
40.00 feet; thence N 00'20'58" W, 254.66 feet; thence S 89'33'08' E, 82.53 feet;
thence S 89'23'37" E, 625.10 feet to the POINT OF BEGINNING, containing 4.830 Acres
(210,382 sq.ft.) more or less.
FOUND
CONC. MONUMENT
S 89033'08"
E
i
82.53 '
CONC.
STATEMENT
COMMENTS
s•
HEIGHT = 36.0'
1S�CP
LI
T
HT OLE
°
I
318,70 feet; thence S 00021'31" E, 207.72 feet to the Northerly Right -of -Way of
Chenal Parkway; thence along said Northerly Right -of -Way along a curve to the left
having a radius of 1165.92 feet and an are length of 28.47 feet with a chord bearing
and distance of N 47053'29" W, 28.47 feet; thence continue along the Northerly Right -
STORMDRAIN I
INLET
'
20' UTILITY
If EASEMENT
STORMDRAIN
MONUMENT STORMDRAININLET
INLET
O
j-`
ELEV.
TOP=443.94
70'R
ELEV.
IE=441.44
\
CONC.
FILLED
1
PIPE BOLLARDS
PROPERTY DESCRIPTION LOT 2
A part of the S1/2 of the N1/2 of the NE1/4 of the SW1/4 of Section 4,
T-1-14, R -13-W, City of Little Rock, Pulaski Count;, Arkansas being more
particularly described as follows:
Commencing at the NE corner of the NE1/4 of the SW1/4 of said Section 4;
thence S 00'36'55" E, 19.63 FT to a point; thence N 89'23'22" W, 20.00 feet
to a point; thence S 00'33'07" E, 325.36 feet to a Set Iron Pin; thence
N 89'23'37" W. 14.19 feet; thence S 0033'07" E, 80.89 feet for the POINT
OF BEGINNING; thence S 00'33'07" E, 241.99 feet; thence N 89'20'07" W,
184.03 feet; thence N 00'36'23" E, 258.13 feet; hence S 89'23'37" E, 161.41
feet to a Set Iron Pin; thence S 46'39'42" E, 24.14 feet to the POINT OF
BEGINNING, containing 1.072 Acres (46,705 sq.ft.) more or less.
N 89'23'22" W
20.00 '
N 89023'37" W-
14.19'
P.O.B.
STORMDRAIN
INLET STORMDRAIN
NE CORNER, NE1/4, SW1/4
SECTION 4, T -1-N, R -13-W
D S 00'36'55' E
o M 19.63 '
M �
b N
O M
ELEV. TOP=423.54 INLET I STORMDRAIN
S 89.23'37 E ELEV. E=411.95 ELEV. TOP=417.47 INLET
LIGHT POLE LIGHT POLE 625.10 BOARD FENCE ELEV. E=410.10 �Q ELEV. TOP 09.57 7
r
�/ ELEV. E=409.57
-- _15' UTILIN EASEMENT -� 6' TALL "' �7 S 00'33'07" E
SCC ., UKb & uulltR % CP
RAMP- UP I
174.1'
a" % 8-
BLDG.
DOWNSPOUT
HEIGHT = 30.0'
RETAINING
WALL P.
gPA
ASPHALTom PLANTERS A.1
i
CONC. FILLEDPIPE BOLLARDS ry
8" X 8"
-. DOWNSPOUT
40'00 NLORMDRAI
BLOCK/STUCCO
BLDG.
____LIGHT POLE
CONC.
STATEMENT
COMMENTS
s•
HEIGHT = 36.0'
PAD
LI
T
0
BUILDING
I
318,70 feet; thence S 00021'31" E, 207.72 feet to the Northerly Right -of -Way of
Chenal Parkway; thence along said Northerly Right -of -Way along a curve to the left
having a radius of 1165.92 feet and an are length of 28.47 feet with a chord bearing
and distance of N 47053'29" W, 28.47 feet; thence continue along the Northerly Right -
STORMDRAIN I
INLET
b
O
20' UTILITY
If EASEMENT
8" x e"
MONUMENT STORMDRAININLET
ELEV. TOP=450.76
O
j-`
DOWNSPOUT
0
ELEV. IE=449.03
Z
ELEV TOP=465.46
ELEV. E=451.76
\
II
28.5
°
STORMDRAIN
:2i
and not shown by the public records.
o
��%'
K
0
STORMDRAIN
CONIC.
NC
ELEV. TOP=450.76
INLET
.',' INLET
Q
\\
ELEV. IE=443.76
ELEV. TOP=465.46
STORMDRAIN
STORMDRAIN
ELEV. IE=452.26
_.�
(3) WATE
INLET
INLET
ME ERS
\
4
ELEV. TOP=447.99
ELEV. TOP=447.99
HEIGHT = 36.0'
STORMDRAIN
T 64.62 FT
ELEV. E=442.56
ELEV. 443.19
INLET
s"xa^
20• CONCRETE
L 129.11 FT 129.04
CHORD
�o ELEV. TOP=447.99
40'3
STORMDRAIN
ELEV. IE=442.09
OwNSPOur
INLET
!
\\ ELE. METER- ,
I
FLOOR.y
STORMDRAIN
79.7'
CONIC. FILLED
--
I
INLET
PIPE BOLLARDS
N oo°23'a7" w
ELEV. TOP=457.92
PLANTERS
ELEV. 443.02
EMERGENCY
'n
40'00 NLORMDRAI
BLOCK/STUCCO
BLDG.
2' ONCRETE
U & GUTTEF
Ll
STATEMENT
COMMENTS
s•
HEIGHT = 36.0'
P.)
LI
T
ELEV. IL=449.74.
BUILDING
I
318,70 feet; thence S 00021'31" E, 207.72 feet to the Northerly Right -of -Way of
Chenal Parkway; thence along said Northerly Right -of -Way along a curve to the left
having a radius of 1165.92 feet and an are length of 28.47 feet with a chord bearing
and distance of N 47053'29" W, 28.47 feet; thence continue along the Northerly Right -
FOUND CONC.
not shown by the public records. (c) Encroach-
i
43,264 SO. FT.
MONUMENT STORMDRAININLET
li
ri
O
matters which would be disclosed by an accurate
PAGIS 0006-0082
0
survey and Inspection of the premises. (d) Any
\ \\c\
ELEV TOP=465.46
ELEV. E=451.76
\
II
28.5
heretofore or hereafter furnished, Imposed by low
w
:2i
and not shown by the public records.
o
��%'
K
0
STORMDRAIN
CONIC.
NC
C
INLET
.',' INLET
Q
FOR O�
ELEV. TOP=465.46
ELEV. TOP=465.46
\
,.\ 12- REW
ELEV. IE=452.26
ELEV. E=452.51
(3) WATE
BLDG.
ME ERS
\
4
2o•R I I
� I
-�{(A)
HEIGHT = 36.0'
i I
T 64.62 FT
-
°
R 1165.92 FT N 6C'4339
13.0
20• CONCRETE
L 129.11 FT 129.04
CHORD
NOTE: BLDG. HEIGHTS ARE
40'3
STORMDRAIN
I 20'
IN REFFERENCE TO FINISH
INLET
!
-
I
FLOOR.y
ELEV, IL OUT=435.38
I
0,,
Ij
PLANTERS
EMERGENCY
?
1
GENARATOR
_
•$Sj
4'1
CONIC.
BLDG.
PAD
HEIGHT = 30.0'',
40'00 NLORMDRAI
\\\\
1OO'R
2' ONCRETE
U & GUTTEF
ET
STATEMENT
COMMENTS
s•
ELEV. TOP=457.92
P.)
LI
T
ELEV. IL=449.74.
RAW
I
318,70 feet; thence S 00021'31" E, 207.72 feet to the Northerly Right -of -Way of
Chenal Parkway; thence along said Northerly Right -of -Way along a curve to the left
having a radius of 1165.92 feet and an are length of 28.47 feet with a chord bearing
and distance of N 47053'29" W, 28.47 feet; thence continue along the Northerly Right -
FOUND CONC.
not shown by the public records. (c) Encroach-
i
MONUMENT STORMDRAININLET
li
ri
O
matters which would be disclosed by an accurate
PAGIS 0006-0082
0
survey and Inspection of the premises. (d) Any
\ \\c\
ELEV TOP=465.46
ELEV. E=451.76
\
II
28.5
heretofore or hereafter furnished, Imposed by low
\�G
:2i
and not shown by the public records.
o
��%'
F5-,
STORMDRAIN
;% STORMDRAIN
NC
C
INLET
.',' INLET
Q
ELEV. TOP=465.46
ELEV. TOP=465.46
\
,.\ 12- REW
ELEV. IE=452.26
ELEV. E=452.51
(3) WATE
De Ito 06020'40'
ME ERS
\
2o•R I I
� I
-�{(A)
WATER
i I
T 64.62 FT
VALVES
°
R 1165.92 FT N 6C'4339
W
20• CONCRETE
L 129.11 FT 129.04
CHORD
RB & GU
�T$I
X g- - _ ° 322.88'
-------- --------
I + zae. Wf�ffER M ER ,P
a'N
iii00
I I STbRM'DRAI1N " , I I I I Pce ����� 1 5•a O STORMDRAIN
ASPHALT INLET �'%`%'I ST RMDRAI 1 '� INLET
ELEV. TOP=435.07 ��'' INLET ,1, I I ELEV. TOP -417.47
ELEV. E=429.98 FOEWD PK NNL ELEV. TOP -423.54 11' FOUND 1/2" RE&.R I ELEV. E=409.95
IRE SERVICE WA IN ASPHALT �� i� WA ELEV. =412.47 1 w/ WW I 1 D
4.5'R • • » 11 I S 46'39'42" E
26' 10'R STORMDRAIN 161.41' 151. 111',1 I I 24.14'
o INLET „ P.O.B. O.p
28' ELEV. TOP=435.07
ELEV. IE=429.64 3o'R I I cNls�D ^x•
4.5P
_„,Z 4.5'R
H I 1 II I I 1/ 14.�SR U=1
ASPHALT
428'
' "
I / e•
18' PJ
28'
AR 5 ERCLEANOUT �� .
r
2' CONCRETE
CURB & GUTTER
._�
1a.)
fa'TI'1T'
CONC. //
ISLANH
EXCEPTION
j)
2' ONCRETE
U & GUTTEF
Commencing at the Northeast Corner of the Northeast 1/4 of the Southwest 1/4
STATEMENT
COMMENTS
s•
1a'
P.)
LI
T
OL
RAW
I
318,70 feet; thence S 00021'31" E, 207.72 feet to the Northerly Right -of -Way of
Chenal Parkway; thence along said Northerly Right -of -Way along a curve to the left
having a radius of 1165.92 feet and an are length of 28.47 feet with a chord bearing
and distance of N 47053'29" W, 28.47 feet; thence continue along the Northerly Right -
an
not shown by the public records. (c) Encroach-
i
Q
ments, overlaps, boundary line disputes, or other
li
ri
O
matters which would be disclosed by an accurate
� II
thence continue along the Northerly Right -of -Way of Chenal Parkway on a curve to the
survey and Inspection of the premises. (d) Any
left having a radius of 1165.92 feet, an Arc Length of 129.11 feet and a bearing and
distance of N 66043'39" W, 129.04 feet; thence N 00023'47"W, 40.00 feet; thence
or right to a lien, for services, labor, or material
II
z
heretofore or hereafter furnished, Imposed by low
Z I
:2i
and not shown by the public records.
o
F5-,
C
NC
C
1 / STORMDRAIN
INLET
ELEV. TOP=449.02
LIGHT POLE ASPHALT / ELEV. E=440.37
425R O a -$
4R C81e 1a o
FOUNDWAP REBV1
LIGHT POLE
RETAINING \ CONC. \
WALL HEADWALL STORMDRAIN
CONIC. INLET
HEADWALL ELEV. TOP=449.02
\ ELEV. IL=440.70 115'R
STORMWATER 55'R
DETENTION AREA
CONC. ASPHALT Aca
HEADWALL \ 2' CONCRETE Q
CURB &GUTTER I
N_
W
THE SPORTS AUTHORITY
SIGN 8' TALL m
40'R
///y'-�}rl114'R 10 1
TITLE COMMITMENT 1297222 -Revised Dated: July 22, 1998
EXCEPTION
EXCEPTION
2' ONCRETE
U & GUTTEF
Commencing at the Northeast Corner of the Northeast 1/4 of the Southwest 1/4
STATEMENT
COMMENTS
2
Standard Exceptions: (a) Rights of claims of
No prescriptive areas were noted on site.
parties in possession not shown by the public
RAW
records. (b) Easements or claims of easements,
318,70 feet; thence S 00021'31" E, 207.72 feet to the Northerly Right -of -Way of
Chenal Parkway; thence along said Northerly Right -of -Way along a curve to the left
having a radius of 1165.92 feet and an are length of 28.47 feet with a chord bearing
and distance of N 47053'29" W, 28.47 feet; thence continue along the Northerly Right -
an
not shown by the public records. (c) Encroach-
t�01i I
Q
ments, overlaps, boundary line disputes, or other
li
ri
O
matters which would be disclosed by an accurate
� II
thence continue along the Northerly Right -of -Way of Chenal Parkway on a curve to the
survey and Inspection of the premises. (d) Any
left having a radius of 1165.92 feet, an Arc Length of 129.11 feet and a bearing and
distance of N 66043'39" W, 129.04 feet; thence N 00023'47"W, 40.00 feet; thence
or right to a lien, for services, labor, or material
II
z
heretofore or hereafter furnished, Imposed by low
Z I
:2i
and not shown by the public records.
o
De I to 14.57 '28" -�
T 153.06 FT
R 1165.92 FT
L 304.38 FT
N 56'04'12" W
303.52' CHORD
N 4753'29" W
28.47' CHORD
De Ito 01'23'57"
T 14.24 FT
R 1165.92 FT
L 28.47 FT
(02/11/98) EDITED STORM DRAIN CULVERT SIZES,
CHANGED CERTIFICATION, ADDED ZONING
ORDINANCE NO.
(03\27\98) ADDED STATEMENT TO CERTIFICATE
AND EXCEPTION EXPLANATION
(08\04\98) ADDED MONUMENT LABELS, REVISED
EXCEPTIONS & CERTIFICATION.
(08\20\98) REVISED CERTIFICATE, AND ADDED
REQUESTED ADDITIONAL INFORMATION.
ASPHALT
2' CONCRETE CURB & GUTTER
_j34.§_ 264.6
lIIIII
-- -UGT - FI- 9 E -
SANITARY SEWER \ BOX 1/2- R
"WIRE-_-CLEAN"'IT
LIGHT POLE
5'R
IqCONC. RAMP
t z ASPHALT
LOT
ASPHALT
IIVLGI
ELEV. TOP=443.55
ELEV. E=438.25 a.s'R,
P T=1
f 18' RCP
_ _ _u e•=fi .03
��•r - � OHE
UGT-M.-n r--1%T�MDRATfT GT-
�V INLET
SANITARY SEWER �V.�AP=446..01 ST=
MANHOLE ELEV. E IN=435.48 INLET
ELEV.
ELEV. TOP=445.56 ELEV.
ELEV. E=441.49
NOTE: EASEMENT SHOWN HEREON WAS BASED
ON THE ORIGINAL POSITION OF THE NORTH
RETAINING LOT LINE OF LOT 1 ALHAMBRA SQUARE AS
WALL FILED FOR RECORD IN THE PULASKI COUNTY
CIRCUIT CLERKS OFFICE, INSTRUMENT NUMBER
97 028675.
6' CONIC. SIDEWALK
CHISEDLED "X"
\ IN CONCRETE
LIGHT POLE
2' CONCRETE CURB & GUTTER
I
INSIDE WALK
(LOT 2)
2' ONCRETE
U & GUTTEF
Commencing at the Northeast Corner of the Northeast 1/4 of the Southwest 1/4
STORMDRAIN
j
INLET
IC
ha
ELEV. TOP=441.50
RAW
ELEV. IE=424.68
318,70 feet; thence S 00021'31" E, 207.72 feet to the Northerly Right -of -Way of
Chenal Parkway; thence along said Northerly Right -of -Way along a curve to the left
having a radius of 1165.92 feet and an are length of 28.47 feet with a chord bearing
and distance of N 47053'29" W, 28.47 feet; thence continue along the Northerly Right -
an
t�01i I
Q
(n
li
ri
O
W
� II
thence continue along the Northerly Right -of -Way of Chenal Parkway on a curve to the
left having a radius of 1165.92 feet, an Arc Length of 129.11 feet and a bearing and
distance of N 66043'39" W, 129.04 feet; thence N 00023'47"W, 40.00 feet; thence
o
II
z
>
Z I
:2i
o
F5-,
or less.
I
N
Q
�I I I
II
II
I II
11
(3) WATE
ME ERS
2o•R I I
� I
-�{(A)
WATER
i I
OHE I-
VALVES
.
II
11
II
1 I
20• CONCRETE
RB & GU
�T$I
40'3
STORMDRAIN
I 20'
I
INLET
!
-
ELEV. TOP -446.01
I
ELEV, IL OUT=435.38
I
0,,
Ij
PROPERTY DESCRIPTION (TOTAL BOUNDARY)
DEVELOPMENT
CONSULTANTS
INCORPORATED
2200 NO, RODNEY PARHAM RD.
SUITE 220
LITTLE ROCK, ARKANSAS 72212
ENGINEERING PLANNING
LAND SURVEYING
LANDSCAPE ARCHITECTURE
A part of the South 1/2 of the North 1/2 of the Northeast 1/4 of the Southwest 1/4
of Section 4, T -1-N, R -13-W, and a part of Lots 20, 21, and 27 Montclair Heights
Subdivision (Part II) all in the City of Little Rock, Pulaski County, Arkansas
being more particularly described as follows:
Q
■ , ■
W
COPY
Commencing at the Northeast Corner of the Northeast 1/4 of the Southwest 1/4
SCALE
of said Section 4; thence S 00036'55" E 19.63 feet; thence N 89023'22" W,
20.00 teat; thence S 00033'07" E, 325.36 feet; thence N 89°23'37" W, 14.19 feet
for the POINT OF BEGINNING; thence S 00033'07" E, 322.88 feet; thence N 89920'07" W,
RAW
318,70 feet; thence S 00021'31" E, 207.72 feet to the Northerly Right -of -Way of
Chenal Parkway; thence along said Northerly Right -of -Way along a curve to the left
having a radius of 1165.92 feet and an are length of 28.47 feet with a chord bearing
and distance of N 47053'29" W, 28.47 feet; thence continue along the Northerly Right -
an
EHEC,
of -Way of Chenal Parkway on a curve to the left having a radius of 1165.92 feet, an
Arc Length of 304.38 feet and a bearing and distance of N 56004'12" W, 303.52 feet;
li
ri
APPRt
thence continue along the Northerly Right -of -Way of Chenal Parkway on a curve to the
left having a radius of 1165.92 feet, an Arc Length of 129.11 feet and a bearing and
distance of N 66043'39" W, 129.04 feet; thence N 00023'47"W, 40.00 feet; thence
o
DATE
N 00020'58" W, 254.66 feet; thence S 89033'08" E, 82.53 feet; thence S 89°23'37" E,
v
625.10 feet to the POINT OF BEGINNING, containing 5.902 Acres (257,087 sq.ft.) more
F5-,
or less.
I
I
SANITARY SEWER
11 MANHOLE
ELEV. TOP=447.00 FOUND CONIC.
o EL;_!���GIS
MONUMENT
j ) � NCAP REBAR 0006-0081
TELE.
BOX
iss a^ PJC
! GUYWIRE
SANITARl7 SEWER
MANHOL
ELEV. T =447.00
ELEV. E=441.13
SANITARY SEWER
MANHOLE
ELEV. TOP=447.00
ELEV. E=441.18
W
N
FOUND "X" IN CONC.
1997
1" = 40'
Y
TAS
BY
LDK
ABY:
LDK
8/20/98
SURVEYOR'S CERTIFICATE - Z in rn
> LU
Q W W
To The Sport Authority, Inc., Commercial Net Lease Realty, Inc., Stewart Title � ¢
Guaranty Company (the "Title Company"), MR/SA Partnership, and their respective
successors and assigns: This is to certify that this map or plat, and the survey
on which it is based: (1) were made in accordance with "Minimum Standard Y
- Detoil Requirements for ALTA/ACM Land Title Surveys",lointly established andLL
- - J U
adopted by ALTA, ACM and NSPS in 1997, and include Items 1,2,3,4,6,7(a),Z
7(b)(1), 7(c), 8,9,10,11 and 13 of Table A thereof; (2) were made pursuant to
the Accuracy Standards (as adopted by ALTA, NSPS and AMC and in effect on the ,w W
date of this certification) of an Urban Survey; (3) correctly shows the number and Cn J
layout o
f all loading docks and related facilities; 4correctly
Y g () ecrdshows the location fl
II --
of, and the recording information for, all matters of record affecting the land that
are referenced in Title Insurance Commitment No. 1297222 issued by the Title J
O ,q�
Company; (5) correctly indicates that no portion of the land is shown to be in a LL
flood hazard area; (6) correctly shows the location and direction of all storm Z O
drainage systems for the collection and disposal of all roof and surface drainage; ♦ '
(7) correctly shows that physical access to the land described in this survey is Y^
provided by Chenal Parkway and Autumn Road the some being a paved and F' -
dedicated right-of-way (or private right of way over which there is an easement ()
in favor of the land): and (8) correctly shows the point of entry of all utility } M W
services to the land described in this survey, either from adjoining public streets _
or adjoining private land. (See Utility Note) UJ
ZZ
r J
,A H
Rights of Way and Easements are as shown. Additional Easements and Rights of Ways, V/ Q
recorded or not a part of the public record, may or may not exist. These easements, RI Z
if present, were not part of the documentation provided to prepare this Survey. W Z O
Above ground utilities were located by visible observation only and shown J 0
hereon as located by DCI field crew. Buried utilities are as shown per location r 0
provided by Arkansas One Call and are shown hereon by visible observation LU
only. All utility locations shown hereon are approximate. No excavation has m
taken place as of this date to determine the exact location of existing
underground utilities shown on this survey.Q O CO)
This Property is zoned for Planned Commercial Development Z } d ~
by Ordinance No. 17,488. Q (n W r
J ir Z y W
x
• 20/99 0. � s°Y'aa
Lee D. KendrickDate 0: V+ W J N
Arkansas Registered ProfessionalQ Q Z 04
Land Surveyor No. 1274 I- Z
.J Y Z
a � U �' NpQ
WO J z 0 oYc
o:
The Property shown hereon is not in the designated 100 Year Flood Plain according 0. = N Q
to Flood Insurance Rate Map, City of Little Rock, Pulaski County, Arkansas Zone X, > L W ,Lys N C4
Community Panel Number 050181 0006 E. Map Revised: November 3, 1993. W F- y _J W r >
Q =~ cn Z Z
D
ll- _J aW4:)
Basis of Bearings is as per Pagis as Established by Monuments 0006-0081 = O
and 0006-0082. H ui N N 6
U. I- O N =
C )
,,,tr UJ
G`STE/R W J
LU
E IF
AN S PROJECT NO.
O. 1 ; O
-0.
98-173
nrrLIANO
40 20 40 80 A B 1. 1
1 I 1 t I
GRAPHIC SCALE 1" = 40'