HomeMy WebLinkAboutZ-8325 Map 2FOUND 1/2" REBAR
USED FOR THE W1/4 CORNER
OF SECTION 22 T-1-N R-11-
V
987045'39"E 1300.83
0 400 800
SCALE: 1"= 400'
BASIS OF BEARING:
NAD-83 GRID NORTH
ARSP NORTH ZONE
M
C0
ico
CQ
Z`
MAGNETIC READING
USED FOR THE SW CORNER
OF SECTION 22 T-1-N R-11-W
i/
S87044'51 "E 1292.59
NW COR. EAST Y2
NORTHWEST Y4 OF
SECTION 22, T1N-R11W
FOUND MAG NAIL
USED AS NW COR.
SOUTH Y2-NORTHEAST Y4
SECTION 22, T1N-R11W
S87047'23 "E
30.02'
W
2.02 ACRFF S88.27'S3"E
34.OD' -
IN NAME OF
ItA p,e_,Q$, N01'32'07"E
LAND OF 419 00' - --
ENTERGY W
r- r
Oe
cc i C
tiC
O �
FOUND 1/2" REBAR Z
USED FOR THE CENTER CORNER
OF SECTION 22 T-1-N R-11-W
S87°45'39"Ei3r7n.
SURVEYORS REPORT (EASEMENTS):
1) EASEMENT AS DESCRIBED IN BOOK 504 PAGE
437 DESCRIBES A 70' WIDE EASEMENT FOR THE
O
FOURCHE ISLAND DRAINAGE DISTRICT NO. 2 BEING
c
35' EITHER SIDE OF THE CENTERLINE OF THE
EXISTING LEVEE. THIS DOCUMENT IS PARTIALY
C0
UNREADABLE.
2) EASEMENTS DESCRIBED IN BOOK 771 PAGE 55,
BOOK 771 PAGE 71 AND BOOK 772 PAGE 261 ARE
W
TEMPORARY EASEMENTS WHICH EXPIRED IN JUNE
OF 1971,
CQ
3) THE DESCRIPTION IN EASEMENTS RECORDED IN
1.0
BOOK 793 PAGE 171 AND BOOK 793 PAGE 173
°
COVERS A LARGE PORTION OF THE SURVEYED
O
O'
PROPERTY IN SECTIONS 22 AND 27 AND DOES
Z
NOT SPECIFY AN EXACT LOCATION.
FOUND Y2" REBAR
AS SHOWN ON SURVEY
BY GARVER & GARVER
500 01N-11W-0-22-12340-1467
O
ea
lW
e
O
Z
FOUND Y2" REBAR
OFFSET 60' EAST OF
NW COR. S X- NE A
,SEC. 22, TlNR11W 7 / TG,AREA 104 FOUND 1" PINCH S01031'55'W 5URVEYEDRYGARVERB PIPE IN CENTERLINE
100.01I GARVER, OCT. 19e5 OF LEVEE
7-4rl0' OR
-- 210.00, serE
.00'
SO419200 "W ��✓ ��
(/
- ^ PART OF SOUTH Y2 OF
_ NB7'48'1G"V
zlaao' NORTHEAST 1/4 �o 0
SECTION 22, T1 N-R11 W
53.11 AC. +f- S60047'44"W��
80,00' \-
S29°12'16"E \
200.00'
- -- ---- - N60°47'44"E"
PART OF NORTH 1/2 OF
SOUTHEAST 1/4
SECTION 22, T1 N-R11 W
717 Ada F - .f.!.
S29012'16"E /
239,17'
S75°27'50'
284,15'
087°41'08"E
SURVEYORS CERTIFICATE
The undersigned. a Professional Land Surveyor hereby certifies that wlthis survey and the property
description set forth hereon are true and correct and prepared from on actual on theground survey of the real
propertyshown hereonblsuch surveywas conducted bythe surveyoror under his supervision. ¢,all
monuments shown hereon actually exist and the location. size and type of material thereof are correctly
shown. (d rthat the property description and plat shown hereon iso part of and whollycontolned within the
propertyshown on and described in that certain surveyprepared Lyme on June .,. lice%and that there are no
overlaps of or gaps from the common boundaries as shown and described Ehereon. ie )except as shown
hereonthere ore no encroachments onto the property or protrusions therefrom. there are no improvements
on the property unless shown on survey. there are no visible easements or rights of way on the property and
there are no discrepancies conflicts shortages in area or boundary line conflict unless shown on surveydl
the size. location and type of improvements are as shown graphically on and all are located within the
boundaries of the property and list bock from the property lines as shown on surveyglthe distance from the
nearest intersecting street or road is as shownh,the property has access to and from a public roadway. d I
all recorded easements hove been correctly platted thereon. (tithe boundaries dimensionsandotherdetails
shown hereon are true and correct.
For the use and benefit of Welspun Pose Inc Chicago Ttle Insurance Companyand Standard Abstract .Ttls Compony.Inc
BY Mart, SssttF°ster
Professional Lord Surveyor No
FOURCHE ISLAND DRAINAGE
DISTRICT #2 LEVEE
70° EASEMENT
I
-
-
-----------------
I FOUND 1/2" ROD
USED FOR THE NE CORNER `
OF THE SE1/4 OF SECTION 22 \
T-1-N R-11-W
Fi
Pa,,' 111a-�F
FOUND 5/8" ROD
USED FOR THE SE CORNER
N1/2 OF THE SE1/4 OF SECTION 22
/ T-1-11 R-11-W
E
SOUTHWEST % OF
SOUTHEAST %,
SECTION 23,
TIN-R11W,
LEGEND
POWER POLE
LIGHT POLE
,
SIGN
WATER VALVE/METER
SANITARY SEWER MAN -HOLE
-
TELEPHONE PEDESTAL
-
FIRE HYDRANT
'_'
GAS METER'
SATELLITE DISH)
DROP INLET GRATE
HANDICAP PAR KING=r
BASELINE POINTS
L�
CONCRETE
CONC.
GUY WIRE ANCHOR-G.W.A.
POINT OF BEGINNING-P.Q.B.
ELEVATION
ELEV. J
N
WIE
S
C: \D
THIS PLAT
MP
SITE LOCATION MAP NO SCALE)`.
252.1
s2 (6.05' 894'2N'18'N
145,43 .43 33.4533.45
S87.38'41'E 628.85 SOe•11'55'1r
CHORD-177.11'
100.00
530028'47"E 1\' 272,96'
N2e°39 59"E
M, F
Rs2e•4433n
486.76' S27°27'30"W
Lea sesei1i41w
s N4° 20190
CHORD=254.44'
\ 290.58'
R4 R
4172
- 9®350.e9
SOUTH 1/2 OF
SN59.47'59E
SOUTHEAST �/a OF
SOUTH �/2
S31017'10"W
y� 18.E 34.48
S[�C 202.690 N7101332 E50
1oe,77 24 ACRES,
SECTION 229 T1 N-R11 W
SOUTHWEST 1/4
309.67'
a xo g7S8 N e5.44zE MORE
se242.a4E
S3811'24"IT
CHORD=541.40'
S13°6.75' TP
R=582.12'
79.22 AC. +l-
801.5
'TOTAL
SECTION 23
ss.75'
� 142.aD OR LESS,-
�,4
ACRES, M
RE OR LESS
80.20 AC. +/-
S24.36'37"W
�_ 4°e° J< N5a5s2sv
`y9 F smog �xs5.11'a3'r s55e
�¢ i
$`'P''$F N6Pt0'46"E /
��'..
-
23 VR, M.S.L..
531285.83'
WHIf`Nr WAS , 5'11'39W ;.'
r 131.73
NOT LOCATED DURING THIS SURVEY. / Rgypl•499_,-,-.-----"--" - I LOCATION SHOWN FROM APPROXIMATE .! 296.52'' cso».t�2s I % f�. sass4'ta'.
�1 �.✓ 3685s
----_------.._._______ 2 2 DIMENSIONS OW
1111
FOUND 1/2" REBAR PROVIDED IN RECORD DESCRIPT ON. N87°5.98' W R0546'29&
USED FOR THE SW CORNER *,; -" t a3 3m W
OF THE SE1/4 OF SECTION 22N h ��8m J9
T-1-N R-11-W NORTHWEST,�4'QF
R 705.42 ACRES
DEGREES 16
LYING NORTHEAST %4 OF
WEST
F LEVEE I�EASECTION 26, T ,'TI-R"11 W 534°26'29"W
��;
N IONTH a
OOE-3 0.47 AO E +�- j 206.45'
--_...
$ 1
U :5gnd,RTHEIAST '4
PERPETUAL S35059' 16 "W
BOOK 722 PAGE 533
�- 293.17'
PROPERTY DESCRIPTION OF ENTIRE TRACT TO BE PURCHASED,
NORTHWEST �4 O F /�\ 537032' 40 "W
222.29
A PART OF SECTIONS 22, 23, 26, AND 27 ALL IN TOWNSHIP I NORTH, RANGE II WEST. PULASKI COUNTY, ARKANSAS BEING MORE PARTICLT.ARLY DESCRIBED AS FOLLOWS:
1.1i2" PIPE AS SHOWN ON SURVEY BY NIELVIN NIOBBS AND BEING THE SOUTHEAST CORNER OF HlE NORTHEAST QUARTER OF SECTION 27, TOWNSHIP 1 NORTH,
-iECTION 26, T1 N-R11 W o� ;
BF,GINNZNG AT A FOUND
THE SOUTH LP E OF THE NORTH ONE HALF F SECTION 27, TIN-R11W 1952.18 FEET TO A FOUND 5, 8" REBAR
S89'24'25"E
S32 58 45"W
RANGE 11 WEST. THENCE NORTH 87 DEGREES 47 MN" TES 23 SECONDS WEST ALONG
S86'43'I7B 12.11� :
S00°03'08"E
LYING WEST O F Ii I V E R ,y 226.64'
AS SHOWN ON SURVEY BY MELVIN MOBBS; THENCE CONIINLT NORTH 87 DEGREES 47 MINUTES 23 SECONDS WEST' 460.90 FEETTO THE INTERSECTION OF ITF SAID SOUTH LINE with THE
WESTERLY RIGHT OF WAY LNE OF FRAZ�t PIKE ROAD; THENCE ALONG A 237.00 FEET RADIUS CLRt'E TO TIRi RIGHF AND HAVING A CHORD BEARING AND DISTANCE OF, NORTH 34 DEGREES 31
I
9�''HI 80.08' S88°23'02'E j ;I
'1 28.80 AC. +I- 0� - ° ' "
S23 22 51 W
MINUTES 33 SECONDS WEST 28.54 FEET TO A FOUND kj' REBAR BEING.4T THE INTERSECTION F THE NORTH RIGHT OF WAY LINE OF THIBAULT ROAD AND THE WESTERLY RIGHT OF LINE F
- 306.12' '' � ',
L
O
'.. e 7 i 234 A4'
FRA7 R PIKE ROAD AC SHOWN ON SURVEY BY GARVER:WD GARVER; THENCE NORTH 87 DEGREES 23 h'RVUTES 04 SECGS 51 WEST ALONG 7TIE N S EAST LONG THE LINE LINE OF THE T
ROAD 1470.73 FEET TO A FOUND REBAR AS SHOWN ON SURVEY BY GARVER AND GARVER; THENCE NORTH 00 DEGREES 51 _VflN TES 26 SEC011)S EAST ALONG THE WEST LIlUE OF THE EAST
---.--.-._..___
cT0 S19013'22'W
.i'
ONE HALF OF THE NORTHWEST QUARTER OF SECTION 27, TIN -RI 1W 2635.30 FEET TO THE NORTHWEST CORNER OF THE SAID EAST ONE HALF F THE NORTHWEST QUARTER; THENCE NORTH 01
M TAL SOS°28'54"E
30 X 50 E cTORD=43zz5 `
___ _
i - T - -_- . _ _ - _ _ _ .�-566001'S5"
; S87°2023"E 1903.41
E 2)56.25 278.54
DEGREES 20 MINUTES 51 SECONDS EAST ALONG THE WEST LINE F the EAST ONE HALF F THE SOIII"fHREST QUARTER OF SECTION 22, TIN -RI 1 W 2637.0E FEET 1'O IHB NORTTiREST CORNER OF
he S.4 u EAST ONE It1LFJFTHE SOU7TiNEST QU4RTEAOF SECTION 22, TIN•R11W;'ITiENCE SOi T1i 8 i DEGRELS 45 ti Lti1TES 39 SECONDS EAST ALONG TIE NORTH LINE OF THE SAID EAST ONE
SHOP BLDG `R=2260.00' III'
a
' o '
"W S14 43 47'
HALF OF THE SOUTHWEST QUARTER OF SECTION 22, TIN-RI1 W 1300.83 FEET TO A FOUND V- REBAR BEING USED AS THE. CENTER CORNER OF SECTION 22, TIN-Rl1 W; THENCE NORTH Ol
BEING USED
p,
II
,1
S 32° 07' 25
DEGREES 32 N11NT-TES 07 SECONDS EAST ALONG :HE WEST LINE F THE SOUTH ONE HALF F TOTE NORTHEAST QUARTER OF SECTION 22, T1N-RI l W 1321.47 FEET TO A FOUND N.4II
TRACT 1 Ol E- 2 183.90
37.01'
AS THE NORTHWEST CORNER OF THIE SAID SOUTH ONE HgJ.J'' OF THE NORTHEASI QUARTER OF SECTION 22, TIN4kl l[W' THENCE SOUTH 87 DEGREES 47 NIJ.NUTES 23 SECONDS EAST 30.02 FEET TO
TO POINT; THENCE
00.51'28"E i 96.82 A C _.
, ES IN NAME PERPETUAL EASEMENT o
S06 54'0§"W
718 PAGE 221 { 3°51'S4"W
.4 POINT, THENCE SOUTH 01 DEGREES 31 MINUTES 55 SECONDS WEST 100.01 FEET TO A PONT. THENCE SOUTH 87 DEGREES 48 MINUTES 10 SECONDS EAST 1500.54 FEET A
SOUTH 29 DEGREES 12 MEN'=S 16 SECONDS EAST 910.63 FEET TO A POINT, THENCE SOUTH 60 DEGREES 47 MINUTES 44 SECONDS WEST 80.00 FEET TO A POINT; THENCE SOUTH 29 DEGREES 12
N
1403.30' w O F W
BOOK S
3 RI G INC. 146, 44
'
Ml`IUTES 16 SECONDS EAST 200.00FEET 70 A POINT; TTENCE ::OATH 60 DEGREES 47 NBNLTIES 44 SECONDS EAST 80.00 FEET TO A POINT; THENCE SOUTH 29 DEGREES 12 MINUTES 16 SECONDS
, , � 1 �
{ S O U T H W EST /4.
s t aCNBA6H TR 3, c" I T
32.54'
- - S 18017' 10' E
TRACT 101 E- 4 +
EAST 239.17 FEET TO A POINT; THENCE SOUTH 75 DEGREES 27 MNU1'F.S 50 SECONDS EAST 2d4.15 FEET TO A Pt3A` i; THENCE SOUTH O1 DEGREES 22 NANL'TF-S 09 SECONDS WEST 133235 FEET TO A
POINT; THENCE SOLIDI 87 DEGREES 41 MINUTES 08 SECONDS EAST 100.00 FEET TO A FOUND S'8' RODBEING USED .AS THE SOUTHEAST CORNER OF THE NORTH ONE HALF OF THE SOUTHEAST
SURVEYED BY GARVER 3008.04' �' NORTHEAST 7/'4 .. SOUTHEAST -
^NORTHEAST
PERPETUAL EASEMENT ` 94'36
"
QUARTER OF SECTION 22,ItN-RIIW; THENCE SOUTH 87 DEGREES 38\11NU 41 SECONDS EAST 4LONG THF,SOLTHI.LNE OF TITS SAID NORTH ONE HALF OF THE SOUTHEAST QUARTER 2636.3E
FEETTOAMHNT;TTIENCECONTNUESOLTH87DEGRFaS3893LN1TES41SECOh[SE.4STf80.25FiETTOAP7INT ON7TffTOPWEST BANKOFTHE XRKANSASRIVER; THENCE ALONG IHESAM
sGARVER - w ;
JANUARY 13,411984 ,,T1 `' SECTION 27
Y
" IOK 71B PAGE 222 0
S21°24 27"N' S24 02'51 W TRACT 119E BOUND BY
325.60' 234' CONTOUR, M.S.L. WHICH WAS
TOP WEST BANK OF THE ARKANSAS RIVER THE FOLLOWING 32 BEARINGSAND DISTANCES: SOUIH_7 DEGREES 23 NTiNUTES 43 SECONDS WEST 272.9E FEET TO.4 POINT; 'DANCE SOUTH 27
DEGREES 27 MINUTES 30 SECONDS WEST 290.59 FEET TOAPONT; THENCE SOU H 31 DEGREES I7 N NUTES 10 SECONDS WEST 309.67 FEET TO A POINT; THENCE. SOUTH 13 DEGREES 02 MINUTES
42.97 AC. 8;.
,
100,60 --.-- __ _.._ NOT LOCATED DURING THIS SURVEY.
38 SECONDS WEST 66.75 FEETTO APONT;'IHENCE SOLDH24 DEGREES 36 MGVLTS 37 SECONDS WEST 2$5.83 FEET T0.4 POINT; THENCE SOUTH35 DEGREES 11 MINUTES 39 SECONDS WEST 296.52
y p
I d8.88 AC. +1-
FOUND Y2 REBAR j o d V FO
RCHE ISLAND DRAINAGE LOCATION ,SiOWN FROM APPROXIMATE
DIMENSIONS
FAT TO APOINT; THENCE NORTH 87 DEGREES 36XPENLIE854 SECONDS WEST 45.N FEET IU APiHN-T; 1HENCF SOUTH 34 DEGREES 26bRNUTES 29 SECONDS WEST 206.45 FEET TO APOINT;
35 DEGREES 59 MINUTES 16 SECONDS WEST 293.17 FEET TO A PENT; THENCE SOUTH 37 DECREES 32 Nam-[ TES 40 SECONDS WEST 222.29 FEET TO A POINT; THENCE SOUTH 32
AS SHOWN ON SURVEY o
DISTRICT #2 LEVEE PROVIDED IN RECORD DESCRIPTION.
THENCE SOUTH
DEGREES 58 MINUTES 45 SECONDS WEST 228.64 FEET TO APONT; THENCE SOLTH23 DECREES 22 MNUTES 51 SECONDS WEST 234.44 FEET TO APOINT; THENCE SOUTH 19 DEGREES 13 MINUTES
BY GARVER & GARVER z
" 'S'14039'44"
22 SECONDS WEST 278.54 FEET TO A POINT, THENCE SOUTH 14 DEGREES 43NUNUTES 47 SECONDS WEST 183,90 FEETTO A POINT; THENCE SOUTH 06 DEGREES 54 MNT.TES 05 SECONNDS WEST
918°57'43"E 1 '
7® EASEMENT S11016 36 W 159.18'
146A4 FEET TO A POINT; THENCE SOUTH 32 DEGREES 07 MIN- TES 25 SECOND3 WEST 37.01 FEETTO A FONT; IHENCE SOUTH 73 DEGREES 51 MINUTES 54 SECONDS WEST 32.54 FEET TO A POINT;
THENCE SOUTH 18 DEGREES 17 MINUTES 10 SECONDS EAST 9438 FEET TO A POINT; THENCE SOUTH 24 DEGREES 02 MINUTES 51 SECONDS WEST 325.60 FEET TO A POINT; THENCE SOUTH 21
CHORD-98.07' I ldg7°47'
172.60 �.*
DEGREES 24 MINCIIES 27 SECONDS WEST 100.60 FEET TO A POINT; THENCE SOUTH 14 DEGREES 39:11L\DIES 44 SECONDS WEST 139.1 E FEET TO A POINT; THENCE SOUTH 56 DEGREES 12 MINUTES
,;
556012' 44' /l
\
Y1DNT-TES 36 SECONDS WEST 172 60 FEETTO A POINT' THENCE SOUTH 19 DEGREES 36 MINUTES 13 SECONDS WEST 247.49
---__ ' N87047'23"W 1952.18'1.70' 98.42' 44 SECONDS WEST 99.42 FEET TO APONT, THENCE SOCTELI
j1j--23-203-60-1467 ! --- _-____ --- -__ P.O.B.POB° FEETTO APOINT; THENCE SOUTH 14 DEGREES 39 NINTIE551 SECONDS WEST 250.06 FEET TO A POINT; THENCE SOUTH 04 DEGREES 52 MINUTES 27SECONDS WEST 283,97 FEET TO A POINT;
500 - 01 N-11 ,r 0 V - -- --� - N86 14 23 'W 1636.20 -- THENCE SOUTH 04 DEGREES 22 hTN1TIES 05 SECONDS WEST 143.32 FEET TO A POLNT; THENCE SOUTH 31 DEGREES 16 N9.WTES 37 SECONDS EAST 41.43 FEET TO A POINT; THENCE SOITH164
500-01N-11W-0-26-134-60-1467 THIBAULT ROAD _ S19° 36' 13 "W DEGREES34 MINUTES 25 SECONDS EAST 259.22 FEET TO A POINT; THENCE SOUTH 37 DEGPEES 59 MINUTES 58 SECONDS EAST 117.16 FEET TO A POINT'; THENCE SOUTH 23 DEGREES OS MINUTES 10
T.ASI 181.52 FEET TO A POINT ON THE SOUTH LINE OF TH1,
- - Q° RAW ST
N34-3T'33"W N O [; I j ?r ! 247.49' QUARTER F SECT10 26, T1N-R1 I W; THENCE NORTH ONDS EAST 156.71 FEET TO A POINT: THENCE 96DEGREES 48 MINUTES 34 SECONDS WEST ALONG SAID SOUTH LINE OF THE NORTH ONE HALF' OFhTHE SOUTHWEST QUARTER OORTH ONE HALF OF THE F 3E SECTION
500-01N-11W-0-27-104 60 1467 (5 FOUND 1-X" PIPE ® FC
cxoRD=zB.sa' FOUND �§" REBAR 26,TIN-R11W,1956.47FEET TOTHE AFOUND 'i'REB.ARASSEiOW'NONSUR4EYBl'3TELVT[c110HBSAA'DBENGITIESOUliiWESTCORNER OFTHE SAID NORTH O?4EHALF OFTHE SOUTHWEST
R-237.00' AS SHOWN ON SURVEY BY USED FOR THE SE CORNER SOIL AWES 1 S14°39 51"W
MELVIN MOBBS OF THE NEt/4 OF SECTION 27 a+ SECTION
RESECTION 26, TIN -RI IW';THENCE ETURNIXITOdiEE545ML.FBEGr SECONDSE_4STALONGTI ACRES, LOREOR TIE ESAff NORTH ONE HALF OF THE SOUTHWEST QUARTER OF
T-1-NR-11-W SECTI. 26,T1N•R1IW 250.06' SECTION26,TIN-RilWads[aoceof13I7.oLrIETLRNNOTOtlxPUitiTOESFGL\NT.G,Co.T.NLG8U,.56ACRES,MOREORLBss.
NOTES ��
ATIONS W % L*) !N� .87 AC' +I- SO4°52'27 17 TRACT 116E-2 BOUND BY THIS PROPERTY ISSUB.TECTT01TiERHGFHFOFW'AYOFTIEFOURCHE ISLAND DRAL'i.4C$DISTRICT #2I.EVEECROSSING PORTIONS OFSECTONS23A1+ID26.
BEARINGS ARE BASED ON NAD-83 GRID NORTH, ARKANSAS STATE
NO STATEMENT IS MADE CONCERNING
FLOODZONE LOC
WOO
y Ik, z
O'
SURVEY
PLANE NORTH ZONE DETERMINED WITH CPS.
SURVEY VALID ONLY IF PRINT HAS ORIGINAL
SEAL AND SIGNATURE OF
'y m a
SURVEYOR IN RED PRESENT
ON IT.111111
THE BEARINGS SHOWN ON THIS PLAT ARE ASSUMED AND ARE TO BE USED TO
= 0 4
N g c �'
h
S31'16'37"E - -
DEFINE THE GENERAL DIRECTION AND TRUE ANGLES AT INTERSECTION OF
UTILITIES NOT FIELD VERIFIED. VISUAL INSPECTIONS
SHOW WATER, ELECTRIC,
TO UTILITY
41.43'
PROPERTY AND LAND LINES.
AND PHONE IN THE AREA. NO OTHER STATEMENT
IS MADE AS
9 j J
Oho TRAC 1 E-2
EXISTENCE OR LOdO,ATION.
Q J
PERPET AL E SEMENT
TRACT IS SUBJECT TO EASMENTS, RESTRICTIVE CONVENANTS, SUBDIVISION
RECORD, IF ANY,
OPERTY HAS BEEN SURVEYED,
H W Y
B00 722 PA E
527 S37059'
RESTRICTIONS, AND PLANNING AND ZONING REGULATIONS OF
I CERTIFY THAT THE ABOVE DESCRIBED P
WITH EXISTING
x ?�' �,?
,
117.16
AND IS SUBJECT TO SUCH FACTS AS AN ACCURATE AND CURRENT TITLE
CORNER MONUMENTS HAVE BEEN ESTABLISHED
IN ACCORDANCE
SEARCH MAY DISCLOSE,
MONUMENTATION IN THE AREA AND IMPROVEMENTS
IF ANY ARE AS SHOWN
-
�'1
S23°05
HEREON.
FOUND Y2" REBAR
° g��4
156.
NO STATEMENT IS MADE AS TO THE EXISTENCE OR LOCATION, EXCEPT WHERE
SW COR, NY2 -
6.41'
SHOWN OF ANY PROPERTY CORNER MONUMENTS.
O COPYRIGHT 2007 ARKANSAS SURVEYING
NO CONSULTING, INC. ALL RIGHT
SWY4, AS SHOWN ON
' - TRAcr 116E BOUND BY
RESERVED. THIS DOCUMENT CANNOT BE RE,RODUCED
WITHOUT THE WRITTEN
SURVEY BY MELVIN
^34' CONTOUR. M.S.L., WHICH WAS
FOUSND 2" REBAR
NO STATEMENT IS MADE CONCERNING SUBSURFACE CONDITIONS.
AUTHORIZATION OF ARKANSAS SURVEYING
AND CONSULTING, INC.
MOBBS //' NOT LOCATED DURING THIS SURVEY.
LOCATION SHOWN FROM APPROXIMATE DIMENSIONS
SURVEY BY MELVIN
I
//
PROVIDED IN RECORD DESCRIPTION.
MOBBS
283.97' 234' CONTOUR, MS.L, WHICH WAS SUBJECT TO A 60.00 FOOT RIGIITOF WAY DESIGNATED FOR FR ZIER PIKE ROAD.
NOT LQCAT�D DURING THIS SURVEY.
SO4°22 05'W LOCATION
RSHO D IPN M APPRCORD DXIMATE DIMENSIONS SUBJECTTOFERPETUALEASENIE TS100E-3(BOOK 722PAGE5?3),IOIE-2(BOOK 718PAGE221}101E-4(BOCK 718 PAGE 2221102E.4(BOOK 722PAGE 527).
143.32' SUBJECT TO AN EASEMENT GRAN TFD TO TILE FOURCHE ISLAND DRAINAGE DISTRICT NO.2 AS RECORDED BOOK 793 PAGE 171 & 173.
S64°34'25"E
259.22' REVISED: 07-11-07
115RA'WIiii
DATE: 06-14-2007 ! ARKANSAS SURVEYING & CONSULTING WELSPUN PIPES, INC.
E CAE: 1"= 400' PART OF SECTIONS 22 23
15825 CHILDRESS ROAD • ,1
BY; CDH •BAUXITE, AP. KAtVS_9S '-_ if 11.
. TELE'- <�0 1> so2-z 19O • 26, & 27, T-1-N-R-11-W,
CHECKED BY: MSF l . Ir�'1lx <s0>> 60z-�a0zs. I
S12020'45"E FILE NnME:WELSPUN W SHEhLDAN AR OFFICE 883-0399 I W E-MAIL: sumey_man_jr®hotn i1.dom W PULASKI COUNTY, ARKANSAS
181.52' -