HomeMy WebLinkAboutS-0185-BB Map 2OJ
z
m a
WARNING
F
0 1/2 1
0
O
z
IF THIS BAR DOES
z
NOT MEASURE 1"
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IS NOT TO SCALE
200 0 200
GRAPHIC SCALE IN FEET
BASIS OF BEARING
PAGIS STATION NAME: PAGIS 1001 DATED
JANUARY 1990 ARKANSAS PLANE
COORDINATE - NAD 83 - NORTH ZONE.
THE BEARING BASE DIFFERS FROM THE
RECORD TITLE OF TITLE COMMITMENT
FILE NO. 20083074 AND FILE NO. 20083092.
LEGEND
SYMBOLS/
ABBREVIATIONS DESCRIPTION
FOUND IRON ROD
FOUND REBAR
®
BET 1/2"0 REBARw/LS663
0
SET PK NAIL wlWASHER
fiJ
UTILITY POLE
----�
GUY DOWN ANCHOR
,h
AERIAL POWER LINE
R-O-W ---
RIGHT-OF-WAY
UGE
UNDERGROUND ELECTRIC LINE
SS
UNDERGROUND SANITARY SEWER LINE
NAVD
NORTH AMERICAN VERTICAL DATUM OF 1988
._ NGVD
NATIONAL GEODETIC VERTICAL DATUM OF 1929
AHDT
ARKANSAS HIGHWAY DEPARTMENT
OF TRANSPORTATION
HAS
HANDICAPPED ACCESSIBLE SIDEWALK
(RD)
RECORD DEED
(M)
MEASURED
NIGHTLIGHT
y
UNDERGROUND WATER LINE
TO1 N R11 W
S19 S20
G
UNDERGROUND NATURAL GAS LINE
530 S 9
B
BORE HOLE
`
Bk.
BOOK
)\
Pg.
PAGE
�\
\\
ESMT
EASEMENT
\j
EOC
EDGE OF CONCRETE
TRAFFIC FLOW
®
WATER METER
D4
WATER VALVE
9-
FIRE HYDRANT
Q
GAS METER
N
NORTH
E
EAST
S
SOUTH
W
WEST
(14)
ADDRESS
-Ir
SIGN
m
TELEPHONE JUNCTION BOX
®
ELECTRIC JUNCTION BOX
L'\aead\39529 Man Induelrlea\0W FlIm\Draft Plot 5-28-0&dn
Fri, 30IMay/0B 0&42am RNN
N1 16
I
CORNER REFERENCE: FOUND 3/4" 0 REBAR AT THE
T01 N
"' --- NORTHWEST CORNER OF THE SW 1/4 NW 1/4 OF
SECTION 21, T-01-N, R-11-W.
1. S 09° W (MAG.) 142.T SET 600 NAIL IN POWER POLE.
2. N 10° W (MAG.) 109.2' SET 600 NAIL IN POWER POLE.
S 88°5 .84' E 2625.84'`C114S19 S20 TO1N R
T01N R11W
\\
\� CORNER REFERENCE: FOUND 2' 01RON AT THE WEST
QUARTER CORNER OF SECTION 20, T-01-N, R-11-W.
' 1. N 01- W (MAG.) 10.7' SET 600 NAIL IN GROUND.
2. S 70- W (MAG.) 11.5' SET 600 NAIL IN GROUND.
ADJOINING OWNER:
MARY R. TONEY (46.875%)
SAMUEL L. RAINES (26.565%) 1j4
BARBARA ILLA ANN LEAWIILKINSONDUTY,INES ,FORMERLY No-1phNRg1W
BARBARA W. RAINES (15.105%) S2
INSTRUMENT NO.:
J PER BENCH ABSTRACT & GUARANTY COMPAN
(NO DEED DOCUMENT PROVIDED SURVEYOR)
8 $3°16'59" E 415,6;
( POWER LINE IS I
16.5' 2.2' NORTH OF J
PROPERTY LINE
NW 111N R11W f
I
520AO
I
I
S A4
N`1'4111N-R111W
I Sg 410 F CAS 0l
III
20" STEEL PIPE
I W.T. AND PSI NOT
I PROVIDED O
SURVEYOR
16" STEEL PIPE
1
W.T. AND PSI NOT
PROVIDED TO
SURVEYOR
1
i
Iz
-�. - - Z. I(1 lr3i
II
Im
wC I
Io
r
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ADJOINING OWNER:
MARY R. TONEY (46.875%)
I
I
SAMUEL L RAINES (26.565%)
TWILLA ANN RAINES HARPER (11.455%)
�cOp
BARBARA LEA WILKINSON DUTY, FORMERLY
GG
BARBARA W. RAINES (15.105'X)
1
INSTRUMENT NO.:81-15188 PER BENCH
ABSTRACT & GUARANTY COMPANY
I
1
(NO DEED DOCUMENT PROVIDED
...
SURVEYOR)
WEST 788.66' (RD)
I
SW Sp1N R11W f
52 TIA ON ,qW 520- I
I
o
I
6
SURFACE OWNER: I
=
JANE M. SAUGUS LIMITED
�
PARTNERSHIP
vOi
INSTRUMENT NO.:93-89763
N 80°37'16' W-� N 88°3T16' W686.82'
2643.66'
CORNER REFERENCE: CALCULATED SOUTHWEST
CORNER OF SECTION 20, T-01-N, R-' 1-W.
1.
S 88'54'53" E 2624.83' -
T01N
ADJOINING OWNER:
520, S.
JANE MARIE RAINES MCKIMMEY BAUGUS(37.5%)
MARY ELIZABETH RAINES TONEY (37.5%)
SAMUEL L. RAINES (17.19%)
TWILLA ANN RAINES HARPER (2.08%)
ELIVING E OF HE
Na10 N R�4W B AR LEA WILKINSONTWILKINSON
DUTY 2003
S2 TRUST UNDER DECLARATIONOF REVOCABLE
TRUST DATED THE 26TH OF MAY, 2003 (8.73%)
PER BENCH ABSTRACT &GUARANTY COMPANY
ADJOINING OWNER: (NO DEED DOCUMENT PROVIDED SURVEYOR)
o
0
RADIUS: 2914.29' (RD) MARKLA REALTY COMPANY
w
w
CHORD: S 85°01'04" E 168.69' (RD) INSTRUMENT NO. 81-15189
RADIUS: 4921.49' (RD)i
ARC: 168.71' (M) CHORD: S 87'47'02' E 190.24' (RD)
v�
RADIUS: 2914.29' (M) ARC: 190.25' (M)
s
HORD: S 84056'30" E 168.69' (M) RADIUS: 4921.49' (M) s5.op'
z
z
CENTRAL ANGLE: 03019'01" (M) CHORD: S 87°42'25" E 190.24' (M)
CENTRAL ANGLE: 02'12'53" (M
S 86-40-34" E 936.35' (RD)
m
r
- _ 1 ZUEBER ROAD- - S $6°35'S8" F qa; zr' /.. S 88°48'5 'E
or
50' ROAD EASEMENT PER f
iT NG TELEPHONE LINE b PULASKI COUNTY ROAD AND 1 100.00' BM"," BM-"K" L-
N E PAINT ON GROUND) 'O BRIDGE DEPARTMENT, u�S In 1
NO DOCUMENT PER EASEMENT
49.8' NORTH OF PROVIDED SURVEYOR EXISTING TELEPHONE LINE
PROPERTY LINE (ORANGE PAINT ON GROUND)
NE AI1)114 f
V q,A\N
i E114 S2O PCRgS
NE 1j41N•R11'N (O g23
I 52O-10 PCRES 3)
O
I
Z7-- - - -
I
1W
_ CORNER REFERENCE: EXISTING 3/8" 0 REBAR AT THE NORTHEAST
CORNER OF SE 1/4 NE 1/4 OF SECTION 20, T-01-N, R-11-W.
1. N 02° W (MAG) 5.4' SET 600 NAIL IN 4" ELM TREE,
2. S 87° W (MAG) 2.0' SET 60D NAIL IN 22" ELM TREE.
SURFACE OWNER:
JANE M. BAUGUS LIMITED PARTNERSHIP
INSTRUMENT NO.: NONE PROVIDED
NW 11 ,N �1VJ
521A0
EXISTING TELEPHONE LINE ZUEBER ROAD
)RANGE PAINT ON GROUND) (16' WIDE ROAD)
18" RCP-\
49.6' n �88"5`3'28^ E 1
TELEPHONE LINE 15"RCP FLOWLINE
(ORANGE PAINT ON GROUND)OF DITCH ioIEST
°i(TY
JPROEEXISTING
OF TOP OF BANK
'�
RLINE OF DITCH
EXISTING BUILDING �(
50' ROAD EASEMENT PER
(40.& X 30.2'}
PULASKI COUNTY ROAD AND
EXISTING BUILDIN
BRIDGE DEPARTMENT.
(7.0' X 7.0')
NO DOCUMENT PER EASEMENT
EXISTING BUILDING-�
PROVIDED SURVEYOR
(51.0' X 31.0')
NW N SS
1
Nw
10 )
S25�8 P'C i'
Tp1N S )
S2 425 PCFE
�0
06
DRAFT PLAT
MAY 29, 2008
CORNER REFERENCE: FOUND 3/8" 0 REBAR AT THE r-
CENTER CORNER OF SECTION 21, T-01-N, R-11-W,
1. N 07° E (MAG.) 5.1' CENTER FLAGGED 2" 0 CHAIN
LINK FENCE POST. \\\
2. S 22° W (MAG.) 5.9 CENTER FLAGGED 2" 0 CHAIN \
LINK FENCE POST.
S 88°45'11' E 2656.96'
ADJOINING OWNER
CONTINENTAL EXPRESS, INC. 1
INSTRUMENT NO.86-74342
I
= LINE
20UNE
RCP
SOUTH RIGHT-OF-WAY u
OF ZUEBER ROAD PER
TITLE COMMITMENT
FILE NO. 20083092
SCHEDULE
DESCRIPTION
GRAVELDRIVE
I
TRACT 4
PT. OF THE SE 1/4 SE 1/4 &'
°
I1
PT. OF THE NE 1/4 SE 114
a'
OF SECTION 20, T-01-N, R-11-W
CDI
ORDER F
W
&
ARKANSAS
AREA: 76,378 SQ. FT. OR cc
LIGGHTHT CPOWER
COMPANY
- - - T- - - - 1.753 ACRESt - -I
(16'WIDE)
- -
EAST RIGHT-OF-WAY
J
- - - -
OFFLETCHERROAD
I
EAST RIGHT-OF-WAY
T"R4CT1,
PER TITLE
COMMITMENT FILE NO.
I
OF FLETCHER ROAD
PERTITLE
',TITLE COMMITMENT FILE NO. 20083092)
20083074 SCHEDULE A
COMMITMENT FILE NO.
THE SW 1/4 SW 1/4, PT. OF THE NW 1/4 SW 1/4,
SURFACE OWNER: DESCRIPTION I N-'--, 20083092 SCHEDULE
I JANE M. BAUGUS LIMITED PARTNERSHIP N m DESCRIPTION PT. OF THE NE 1/4 SW 1/4, &
3� INSTRUMENT N0.:99763 5E1Ias':��aW � ^ PT. OF THE SE 1/4 SW 1/4 OF
TRACT 2 E2Olo sst) < C) SECTION 21, T-01-N, R-11-W
(TITLE COMMITMENT FILE NO. 20083074) lob°P fr uJ W AREA: 3.670,AC ES FT. SURFACE OWNER.,
I THE SE 1/4 SE 1/4, PT. OF THE SW 1/4 SE 1/4, W OR73.670ACRESt
5 BUTTERFIELD INVESTMENTS
AMENDED PIPELINE EASEMENT I PT. OF THE NW 1/4 SE 1/4, &
= ti � CONCRETE PAD
(So'wIDE) PT. OF THE NE 1/4 SE 1/4 OF 0 Z W/ IRRIGATION
SECTION 20, T-01-N, R-11-W LU o TRACT 3 PIVOTASSEMBLY
25' -1(9.0' X 7.8')
AREA: 3,418,602 SQ. FT. LL z PT. OF THE SW 1/4 SW 1/4 & FUEL TANK
OR 78.480 ACRES POINT OF BEGINNING =� I CONCRETE PAD-'-
- - - - - - -N 88'51'44" W 1730,69' (RD)- (TRACT 4) �_ �PT. OF THESE 1/4 SW 1/4 W/ENGINE ASSEMBLY EXISTING 9' V
--------- OF SECTION 21, T-01-N, R-11-W (10.0'X7.T) FIELD ROA
�N 1117�570'(RD)---'�-'----"-'�----- -T AREA: 67,937 SQ. FT.
E1j4 S 88047'08" E 65.00' (M I 1.560ACRES t A14
5E 11aS R11W N 88'51'44" W 65.01 (RD) SW 114
r' R11W
310gy01P RES i) I I tla SW 11 W $213 A1P RE5 t)
1 l S`N 1N.R11 139.
SW 11a5 PAwl
l30- P RE5 t)
48.9' SOUTH OF
15,0' PROPERTY LINE
i
-S 01°40'06" E 35,05'
G C
BOUNDARY MONUMENT (BM)
(BM)
BEARING
DISTANCE
FOUND MONUMENT
BM "A'
N 42'35'52' W
0.6B'
1/2" 0 REBAR
BM-"B'
N 66'36'30' W
0.36'
1/2" 0 REBAR
BM-'C'
S O6'51SY E
0.40'
1/2" 0 REBAR
BM"D"
N 03'3948•'+V
0.51'
1l2" 0 REBAR
BM"E-
1 N 58.1521' E
018'
1l2" 0 REBAR
BM "F"
I N OT40'11" W
0.47'
1l2" 0 REBAR
BM-"G"
I S 88.0219" W
0.15'
1/2" 0 REBAR
BM-"H'
S Ob°O5'44° V^!
1,26'
VT 0 REBAR
BM"I`
S 11'30'29" `."J
1.67'
112" 0 REBAR
BM-W
S 061326° W
1.2e'
112" 0 REBAR
BM---'
5 29°18'56- E
1.01,
112" 0 REBAR
8M-'L "
N 65-52'21- E
0.42'
1/2' 0 REBAR
S� p32 ACPES t)
NO gv�CO�NG
0
00 I
ARC: 71,59' (RD)
RADIUS: 904.931 (RD)
CHORD: S 86'37'28" E 71.58' (RD)
ARC: 71.59 (M)
RADIUS: 904.93' (M) NE11aSWRiW
CHORD: S 86033'49" E 71.57' (M) S21Ap1N
CENTRAL ANGLE: 04°31'58" (W /
5/8' 0 S4°21'28" E
m5AR--8Z4ZY13.01'�,D)611
.., 1 Al i
/ m I OF DITCH
TOP OF BANK /
OF DITCH /
EXISTING TELEPHONE LINE
(ORANGE PAINT ON GROUND) /
�14
NE 10 IA 1W /
�7 339 p,CRES 31 1
I 38" STEEL NATURAL r
GAS PIPELINE (.:URAL) /
735 MAX PSI /
I
i SO -STEEL NATURAL /
GAS PIPELINE (..'OON+'T)
735 MAX PSI / U V.
30" STEEL NATURAL
GAS PIPELINE (.344WT)
735 MAX PSI /
;u
XISTING TELEPHONE LINE
m /ORANGE PAINT ON GROUND)
/ ADJOINING OWNER: I
,2
/ MARCUSJ.BRYANT
/ 1001EASEMENT
/ ARKANSAS POWER & LIGHT
COMPANY AS DEPICTED IN
AGREEMENT BETWEEN
/ NATURAL GAS PIPELINE OF
AMERICA L ARKANSAS
4'1, O
POWER &HT COMPANY, NO
LIGHT
/ ROW PROVIDED SURVEYOR
/ FOR ARKANSAS POWER &
LIGHT COMPANY EASEMENT
/ WITH SURFACE OWNER 150
IT
/
SIGNED ON MAY 6, 1985 BY
I
/
- - BOTH PARTIES^
N
3
�-
T
RIGHT OF WAY PERMIT &
CORRECTION PERMIT
o
/
(15' WIDE) y
3
-TEXAS
ILLI OIS NATURAL
GAS PIPELINE COMPANY
/
RIGHTOFWAY
/ to e.,
( S2Apt
RE5 )
(,8 582 AC
U' 3
jhSo
P'3
//
v 11a 1 W
I
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y
/C5 C9 ADJOINING OWNER:
/
I
JAMES A. BUTTRY AND VIRGINIA ANN BLTTTRY (10%)
1 / /
ANTHONY J. DiPIETRO AND LOUSIE DiPIETRO (10%)
/
THOMAS I. KOIKE AND KAY KOIKE (10%)
NORTH CLINIC
(
LITTLE ROCK DERMATOLOGY (30%)
JEROME K. SHERMAN
(10%)
WATKINS THE PRINTER, INC.,
DBlA WATKINS GRAPHIC IMPRESSIONS (10 %)
JAMES T.WILLIAMS AND ANNIE LAURIE WILLIAMS (10%)
RANDOLPFI C. WILLIAMS AND DIANA WILLIAMS (10%)
INSTRUMENT NO.82-20852
c�
4
UTILITIES, INGRESS, &
4ell
EGRESS EASEMENTPUBLIC ROADWAY,POINT OF BEGINNINGDRAINAGE& (60'WIDE) 10PIPELINE EASEMENT
(TRACT 2) UTILITY EASEMENT /O
(60'WID(50' WIDE) SURFACE EASEMENT---------i(VALVE)
-.-'-------------
EAST 2640.0' (RD) ® GN 88°37'16" W 1749.52' (M)t012' STEEL NATURAL � 6N 88°45'55" W 1403.25' M 67.a'NORTH OF
PIPENWOSIDE-NMOENT GAS PIPELINE (.312WT) �Ot N R11N%p -g�ig@B g55so 5 77.3' NORTH OF N 88048'49" W 1403.72' (RD) ( ) tq 15 PROPERTY LINE V
LOCATION SPECIFIED) 715.735 MAX PSI 2 21 L.- "I II 3 6@, 4(4f) F EXISTING PROPERTY LINE ROADWAY EASEMENT m
ADJOINING OWNER: \; 2 I 1 5004R09"B BUILDING ADJOINING OWNER: (20' WIDE)
FOURCHE ISLAND, INC. �/ /� 1\ JOHN GENE FLETCHER
INSTRUMENT NO. 84.73974 POINT OF BEGINNING INSTRUMENT NO.85-36604
POINT OF COMMENCEMENT (TRACTS I, 2, & 4) i
& POINT OF BEGINNING (TRACTS) (rRAcr1)
CORNER REFERENCE: FOUND 1 1/2" 01RON AT THE
SOUTHWEST CORNER OF SECTION 21, T-01-N, R-11-W.
1. N 37' E (MAG.) 38.3' NATURAL GAS PIPELINE WHITE SURVEYOR'S CERTIFICATION
PYLON MARKER.
TRACT 3 (M) 2. S 02° W (MAG,) 19.25-SET 600 NAIL IN 30" PECANTREE. TO MAN INDUSTRIES, CHICAGO TITLE INSURANCE COMPANY:
LINE
BEARING
DISTANCE
L1
N01°57'54'E
1941.18'
L2
S 88°49'48' E
35.0'
L3
S 01'57'54" W
1941.22'
L4
N 88`45'55" W
35.0'
TRACT 4 (M)
LINE
BEARING
DISTANCE
L5
N 88°47'08" W
65.0,
L6
N 01 °57'54" E
1175.08'
L7
S 88'48'52" E
65.00'
L8
S 01'57'54"W
1175.12'
THIS IS TO CERTIFY THAT THIS MAP OR PLAT AND THE SURVEY ON WHICH IT IS
BASED WERE MADE IN ACCORDANCE WITH THE "MINIMUM STANDARD DETAIL
REQUIREMENTS FOR ALTA/ACSM LAND TITLE SURVEYS;' JOINTLY ESTABLISHED AND
ADOPTED BY ALTA AND NSPS IN 2005, AND INCLUDES ITEMS 1, 2, 3, 4, 8, 10,
}1(B), AND 17 OF TABLE A THEREOF. PURSUANT TO THE ACCURACY STANDARDS AS
ADOPTED BY ALTA AND NSPS AND IN EFFECT ON THE DATE OF THIS CERTIFICATION,
UNDERSIGNED FURTHER CERTIFIES THAT IN MY PROFESSION OPINION, AS A LAND
SURVEY REGISTERED IN THE STATE OF ARKANSAS, THE RELATIVE POSITIONAL
ACCURACY OF THIS SURVEY DOES NOT EXCEED THAT WHICH IS SPECIFIED THEREIN.
AND WAS MADE IN ACCORDANCE WITH THE CURRENT ARKANSAS MINIMUM STANDARDS FOR
THE PRACTICE PROPERTY BOUNDARY SURVEYS AND PLATS ADOPTED BY THE ARKANSAS
GEOLOGICAL COMMISSION, LAND SURVEY DIVISION.
CORNER REFERENCE: FOUND 2" 01RON AT THE SOUTH )_ ;
QUARTER CORNER OF SECTION 21. T-01•N, R-11-W.
1. N 68` E (MAG.) 8.1' SET 00 NAIL IN 4" ELM TWIN TREE.
2. S 6W E (MAG.) 1.O' SET 600 NAIL IN 10" ELM TWIN TREE,
S W4 '55" E 1224.94' -_
ADJOINING OWNER:
SPS CORPORATION
INSTRUMENT NO. 9E87718
P�
DATE MAY 29, 2008
REGISTRATION NO.663
HOFFMAN & ASSOCIATES, INC-
320 O'BRYAN LANE
VAN BUREN, ARKANSAS 72956
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DATE:
05-29-2008
SCALE:
1 " 200'
DRAWN
BY: PHILLIPS
JOB NO.: 39529
SHEET
1 OF 2