HomeMy WebLinkAboutZ-8066-A Survey 1117217- 8066 - Pv
s5u vly
Fence Corber
N!8'S! s 0.5,
ftom Stone.
Basis of Bearings
Grid North
Based on PAGIS
Point pO82
Scale: 1 �200
NOTE}
I
Tha tocation of the Easement and Right -at -way over,
upon and across the ls4ds depicted bercon IN based
on the June 24, 1942 casement Deed recorded J,a Pulaski 1
Co., Arkansas Deed Back 287, Page 500.
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L4777CE
I
1
TOWER1
+
r
f 5/8" Rebar w/Cup
Reference survey for
Fnd. Stone
CDM by NTB do Assoc.
Northwest Corner {
Dated: 8131106
SW1/4 SE1/4
1I Northeast Comer
Sec.I o, T-2-N R--14-W
Fenee Corner
S 4 27'l1 5.5'
� SY1/4 S,91/4
Sec.10, T-2-MR-14-W
I
Aroin Caroar.
-.1 /
S88'55'3Z"E Nor 11:rr terser S $B'S5'32' $ - I081.43` 3 em'42' E IO$8.71`
250.00' - _ �.� �. .,,
907.95' S Off 26'42' E
pan" larica� 14.5' z 4.5'
Set 5/8" a•5' th f ' 3 Ueb Valve Pit
Rebar w/Cap 1 OB
g 9a 1
4
C; w
11.03 At'3t&S r
e+rl Irest of AP&L r
�+ Rigbt-4f: lies � c
r�
x eat aid Rlg�
asexn z
50
f)WArER•
Set 5/8"
Rebar w/C+
Legal DescrlpNon
All that part of the Savll+ Half of the Southeast OuOrter Of See50n is
Township 2 Narlh, Rangel4 West, Pulaski County, Arfansos more fu*r
described as /allows:
Commencing of a stane marking the north,re f Corner of the Southwest
Quarter of the Southeast 0uorlar of soil section 10 Mn thenco
S 86'55'.32- E along the hcrth line lhcrrof for a distance of
?5000 fear to a 518, die. rebor with cap /1199 MaAring the
northwest corner of this tract and Pain! of 9e0717in9 of the lands to
be described hOWn.
Thence continue S 88.53J2" £ along the said north line for of a
distance of roai•43 fast to a 518" dlo' rebor marking the northeast
Corner of the said Southwest Ouarter of the Southeast duartcri
rhence S S8 2"2, E for 0 distance of J07.95' to a 518• dla, mbar
marking the northwost comer of this tra6E'
7k0=tr S 01'3945' W for a dislance of 600-00 feet to a 51d6" dio.
rebor with cap ,/1199 marking the southeast Comer of this trod,'
Ricncs N 88'?6 42" W parvllol with the earth bne of the Southeast
ouodar of the Southeast 00orfer far a dislance of JOZ95 feel to a
518' dip rabor WiM cap /1199,'
fhan47e N 88'55:U' W parolfel with the said north 1r-4a al the Southwest
Quarter of the Soat,c&wI Ovarter at ❑ distance of 0.65 reef pass a
paint oo the cost line of the Soulhwast ouarlar of the Southeast
Ouorter, and in all 1081.4X feet to ❑ 51-l' d'a cedar with cap 11199
markr'rrg the southwest comer of this tract said point being 250.00 /eel
cost of the west /lee of the sorb. Southwesl Guarfar of the Southeast
Ouorter.'
71MAee Al 01-39'45' E par01161 »With (ha said west line for a dislance of
60Ll00 feet to the polar at Beginning and conloining 14.69 acres In the
SWI14 SE114. 4.25 acres in the SE114 SE114, 19. N acres in aN Marc
or less.
MR. Eugene M. Pfeifer,
R
I
5/8" Rebar w/Cap
Reference survey for
CDM by NTB & Assoc.
Da ted: 8131105
Northeast Corner
SEI/4 SE1/4
Sec.10, T-2-N,R-14--W
,Set 5/8"
ya Rebar W/Cap
V,
AMCE ~
or
71011&R w A I `Cb
-
.�
�r 5�4.25 ACRIS— 03
' a East of AP&L
��'� Right-0� tiny
d
t
�i Set 5/8 Rebar wlCap
N 88W42. T
W.95'ail �'i1"
! r
L2/Drim
No~ &;vW07
PBR
bleed Eos*manr and Right-c,I xvy
10/09/05
h" Pf 1.947 t-osment brad
ordod fa am d Book M7. at
jC9
page S" AAxmo Cowts Arkcnsys.
DATE,
vap'P1PiJCM ..
8Y
REVISIONS
- t1De1� 0,85' :�4 N Wow W
i 307.95'
Detail "A" (NTS)
NOTES -
I j Ownership supplied by others
Other easements or restrictions of record
may exist.
2.) Uhrilles as shown were derived from above
ground physrsal ewdencs.
J) Ais mop and survey it is based on
does noe consilute the foOowing:
A) Environmental Assessment
8) Wetlands ar Rood Hazard Determination
C..) Subsurface Determination.
LEGEND
. MUM rveAExr As SHM
0 SET are , A MM 1 e1r
n CM.au= 1 inm
FOR THE USE AND BENEFIT OF.
CDM
I HEREBY CERTIFY TWAT THE ]INE&ON PLATTM AND DBSCMrW
SURVEY BIAS COMPLETED UNDER MY SUPERVISION, TXAT ALL VISIBLE
:E'NCROACHlf,ENTS ARE SHOffN, AND THAT TITS CORNERS WERE FOUND OR
SET, AS SHOWN, TO THE BEST OF MY KNOWLEDGE AND ABILITY. THIS
SURVEY IS MADE FOR THE PARTIES LISTED HEREON.
THE BEARINGS SWOWN ON MIS PLAT ARE GRID
AND ARE' TO BE USED TO DEFINE GENERAL DIRECTION
AND TRUE ANGLE AT INTERSECTION OF PROPERTY AND LAND MAW.
TRACT IS SUBJECT TO BAShIENTS, RBSTRICTIME COVENANTS,
SEWMWON RESTRICTIONS, AND PLANNING AND ZONING
REGUL4TIO)YS OF RECORD, IF ANY. AND IS SUBJECT TO SUCH FACTS
AS AN ACCURATE AND CURRENT TITLE SEARCH MAY DISCLOSE.
EQUIPMENT USBD DUMNG SURVEY.•
GTS-511 SVIUSS TOPCON TOTAL STATION
TOCON 11USNY FS/GS DATA COLLECTOR
RESZARCH :MATERIAL USER TO DETERMINE
LAND OWNSRSIHP AND BOUNDARY LINBS.
A) GENERAL LAND OFf7CE (G O) PLATS & NOTES
B) S URVE}f PLAT BY EDWARD G. SMITH do ASSOC.
DA TED a\ IG 73
C) SVRVEr PLAT BY DONALD W. BROOKS DATED 2X10\04
D) SURVEY' PLAT BY DONALD F. YROOKS DATED 5� 06j 99
E) SURVEY PLAT BY BMV A7TTLER JR. DATED A28\ 92
F) SURVEY, PLAT BY TROY LAMA DATED 8\ 16\ 88
G) AP&L RIGHT OF WAY PERMIT FK.1263 PG.371 OF THE
"Cawo OF PULASA7 CO., ARKANSAS
500-02N-14W-0--10-200-60-1199
LITTLE MAUMELLE WASTEWATER I-REATMENT PLANT
NO NMS - RY RS LITTLE ROCS
ET�pNEEitS -- SUriVE't6ti5
1'b n �, Sum 200 WASTEWATER
LITTLE ROCK AR 72202
(M1)6M-6380 - cm - - UTILITY
� (501)28p411 (FAX)
Date: Exhibit No.
mkI _...,i.._.. ink^nu ...--4..,..,.+.-- r.,nil Ar\n:.rr:.icsnr inRSng,..f--