HomeMy WebLinkAboutZ-8066 Map 1NOTE:
The Iocation of the Easement aad Right-of-way over, 1
` upon and across the lands depicted hereon is based
Il on the June 24, IS42 easement Deed recorded in Pulaski I K i
Co_ Arkansas Deed Book 287, Page 500. LATTICE
ER
TOW
i If
I 5/8" Rebar w/Cap
1 z I Reference survey for
f Fnd. Stone CDM by NIB & Assoc.
Northwest Corner I I Da ted: 8/31/05
Fence Corner i SW1/4 SEI/4 Northeast Corner
N45'S1 E 0.5' [ Sec.10, T -2 -NR -14-W f Fence Corner SW1/4 SE1/4
from Starve. i S68"27'W 3.5'!!! See.10, T -2 -NR -14-W
I I I from Corner.- ;1 /
—, S88°55'32'E Hog Wire Fence._.S 88'55'32" 9 - 1081.43`
250.00'
Fence
Set 5/8" 0.5' soueb
Fede
1.8' s uth
Rebar w/Cap of Line.
of tr e.
O7
�
11.03 ACRES y, i � C
pal
West of AP&L
Mght-Of- Way
1 0 u
o
�t�of�WaY
Rig x
z
t and o
Basis of Bearingseven
SaS a
Grid North 50,
Based on PAGIS 1
OWNER:
Poixt 1082 -
Scale: I =200'
is—
MR.
Eugene M. Pfeifer ,
all
Se 51
Rebar w/Cap no
N 88'55'32" iW - 1081.43'
Legal Description
I
All that part of the South Half of the Southeast Ou❑rter of Section 10,
Township 2 North, Ranga14 West, Pulaski Cauniy, Arkansas more fully
described as follows:
Commencing at a stone markMog the northwest corner of the Southwest
Quarter of the Southeast ouarter of said section 10 run thence
S 68'5532" E along the north line thereof for ❑ distance of
_
25000 feet to a 5/8" dia. rebor with cap ,x'1199 marking the
northwest corner of this tract and Point of Beginning of the lands to
be described herein.
Thence continue S 88'5532" E along the said north line for at a
ovilance of 1061.43 feet to a 5/8" dia. rebor marking the northeast
comer of the said Southwest Quarter of the Southeast Quarter,
'=- •.=. _ :=
3 p -�pQ�
thence S 88'2642" E for a distance of .107.95' to a 5/8" dia. rebor�^�`
r
marking the northeast corner of this tract;
`i ti; • ' �y�-ti~'1;+'i;'
Thence S 01.3945" W for a distance of 600.00 feet to a 5/8" dia.
rebar with cap `1199 marking the southeast corner of this tract;
�:;:.•
Thence N 86'2642" W parallel with the north line of the Southeast
Ouarier o£ the Southeast Quarter for a distance of 307.95 feet to 0
5/8" dia rebor with cop 10`1199;
Thence N 88'55:12" W parallel with the sold north line of the Southwest
quarter of the Southeast duorter at ❑ distance of 0.65 feet pass a
pain/ on the east line of the Southwest Quarter of the Southeast
12/06/05 Revised Boundary F
4uarter, and in all 1081.43' feet to a 5/8" did, rebor with cop 411,9,9
---
marking the southwest corner of this tract said point being 250.00 feet
0051 0( the west line of the said Southwest Quarter of the Southeast
.Added Easement and Right-of-way
{ 10/05/05 'lune 24,1942 Easment Deed.
quarter'
,Recorded in Deed Book 287 at '
Page SOD Pulaski County, Arkansas.
thence N 01'.79'45" E porallel With the said west fine for a distance of
600..00 feet to the Point of fthoning and coalci(ing 14.69 acres in the
DATE 0ANCRIPAON
SWI/4 SE7/4, 4.25 acres in the SE7/4 SE1/4, 19.14 acres in all more
or less.
RFA/ TCTfINC
OF S 88'26'42" E 1026.71'
307.95' g 8 =26'42" E
4.5' x 4.5'
Valve Pit
5/8" Rebar w/Cap
Reference survey for
CDM by NIB & Assoc.
Dated: 8/31/05
Northeast Corner
SE1/4 SE1/4
Sec.10, T -2 -NR -14-W
�N D 1 1- !
a :• ;' I Set 5/8"
Rebar w/Cap
0
Y O
m
LATTICE -
TOWER wl�
#108
=41
4.25 4.25 ACRES
v r East of AP&L I
of S Right -Of -Way
F
jj 1
-I Set 5/8"
I Rebar -/Cap
N 88'26'42" W
307.95'
See Detail "'A"
I i
_19 _ 1081..43_ 0.65 N 66'26'422- W
307.95'
Detail 'A" (NTS)
NOTES.'
1.) Ownership supplied by others.
Other easements or restrictions of record
may exist.
2.) Utilities as shown were derived from above
ground physrcol evidence.
3.) This map and survey it is based on
does not constitute the following:
A.) Environmental Assessment.
B) Wetlands or Flood Hazard Determination
C.) Subsurface Determination.
LEGEND
• FOUND MONUMENT AS SHWN
O SET 5/0 ' REPAR IL CAP
A CALCULATED POSITION
FOR THE USE AND BENEFIT OFa
CDM
I HEREBY CERTIFY THAT THE HEREON PLATTED AND DESCRIBED
SURVEY WAS COMPLETED UNDER MY SUPERVISION, THAT ALL VISIBLE
ENCROACHMENTS ARE SHOWN, AND THAT THE 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 SHOWN ON THIS PLAT ARE GRID
AND ARE TO BE USED TO DEFINE GENERAL DIRECTION
AND TRUE ANGLE AT INTERSECTION OF PROPERTY AND LAND LINES.
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.
EQUIPMENT USED DURING SURVEY:
GTS -511 SERIES TOPCON TOTAL STATION
TOCON-HUSKY FS/GS DATA COLLECTOR
RESEARCH MATERIAL USED TO DETERMINE
LAND OWNERSHIP AND BOUNDARY LINES:
A) GENERAL LAND OFFICE (GLO) PLATS & NOTES
B) SURVEY PLAT BY EDWARD G. SMITH & ASSOC.
DATED 8\16\73
C) SURVEY PLAT BY DONALD W BROOKS DATED 2\10\04
D) SURVEY PLAT BY DONALD W. BROOKS DATED 5\06\99
E) SURVEY PLAT BY BEN KITTLER JR. DATED 5\26\92
F) SURVEY PLAT BY TROY LANA DATED 8\16\88
G) AP&L RIGHT OF WAY PERMIT BK.1263 PG.371 OF THE
RECORDS OF PULASKI CO., ARKANSAS
500 -02N -14W-0-10-200-60-1199
NM ASSOCIATES, INC.
ENGINEERS G -s SUFNEYOFtS i4 LITTLE ROCK
IS CORPW7E DR.. SutrE 2W WASTEWATER
UM.E ROCK, 2202
t (501)2sa-0411 (FAX) j cm UTILITY
LITTLE MAUMELLE WASTEWATER TREATMENT PLANT
�_.. a C' N 1; , nai A -7\ n�.ir.\ 1 0nr —,i-4 innSn4 rlwn
Legal Description
^
Being a strip of land 50 feet wide lyiag in that part of the South Half of the Southeast Quarter of
Section 10, Township 2 North, Range 14 West, Pulaski County, Arkansas more fully described as
�1
follows:
^
Commencing at a stone marking the northwest corner of the Southeast Quarter of the Southeast
NBW0151
Quarter of sold section 10 run thence S 88.55'3,2" E along the north Rne thereof for a distance of
across the lands not depicted hereon exists and is based
250.00 feet to a 518" die. rebRr with cap 41199 marking the northwest corner of that certain
19.140 more tract belonging to Little Rock Wastewater ULUR7, Thence with the west alae of said
19.140
acre tract S 01'39'45 W for a distance of 403.89 feet to the northeast corner and a 5/8"
Co., Arkansas Deed Book 287, Page 500.
rebar with cap for the Point of Beginning of the strip of land 50 feet wide to be described herein.
of Line.
Rebar w/Cap
Thence continue S 01'39'45" W along the east edge of said strip of land 50 feet wide for at a
distance of 30.00 feet to a 518" rebar with cap; �
Thence N 88'20'15" W a distance of 21.32 feet to a 516" rebar with cap;
Thence around a curve to the right having a radius of 550 feet, a length of 122.32 feet, a chord
bearing of N 81'5757" W And a chord length of 122.07 feet to a 518" rebar with cap;
Thence N 75'35'40" W at a distance of 141.26' to a 516" rebar with cap; .S 88'02'45" E 1,32,9.55'
Thence around a curve to the left having a radius of 220 feet, a length of 96.95 feet, a chord '
bearing of N 88'10'47" W and a chord length of 95.87 feet to a 518" rebar with cap;
Thence S 79.14'06" W for a distance of 143.10 feet to a 518" rebar with cap;
Thence around a curve to the right hsvfng a radius of 270 feet, a fength of 184.35 feet, a chord
bearing of N 81'12'17" W and a chord length of 160.79 feet to a 5/8'• rebar with cap;
FOR THE USE AND BENEFIT OF.-
CDM
F.
CDM
WEST RIDGE RD
Fn d. 3/4 „ Pipe
in Fence Line
525.9' East & 0.28'
North of Line.\
Barb wire
Fence Corner
IV36"12 E 0.6'
from Pipe.
S 88'41'J6" E 1324.94 '
+I
CHL =95.67 O R=S-'
'-
Fence 23' East &
CFI=R6l'dr$7'I1
^
That an Easement and Right-of-way over, upon and
NBW0151
1.7' South of Line.
across the lands not depicted hereon exists and is based
j
on the June 24, 1942 easement Deed recorded in Pulaski
lV
Co., Arkansas Deed Book 287, Page 500.
Fnd. 314" Pipe
of Line.
Rebar w/Cap
944.3' East & 0.15'
^
North of Line.
cfl
Fnd. Stone
O
Northwest Corner
Fence Corner Fence Corner
o.9s North N45'51'E 0.5'
N
O
SWI/4 SE1/4
Sec. 10, T-2-N,R-14-W
1 of Line. from Stone.
Z
I
588'55'32"E
Hog Wire Fence
Begin Barb wire
CHL =95.67 O R=S-'
'-
Fence 23' East &
CFI=R6l'dr$7'I1
59.Dd
^ ca=122.7
NBW0151
1.7' South of Line.
ZL 32'
8.7' South
of Line.
Fence
fn d. 5/8" 0.5' South
7.6' South
of Line.
19.6' South
25.2' South 11.7' South
of Line. 29.1' South
of line of Line. h
of Line.
Rebar w/Cap
Thence N 61'38'40" W for a distance of 137.29 feet to a 518" rebar with cap; No Mo um en t Found Old Hog wire of Line.
Thence around a curve to the left having a radius of 220 feet, a length of 161.64 feet, a chord Position Calculated Fence R=27o'
bearing of N 82'41'34" W and a chord length of 158.03 feet to a 516" rebar with cap; Using 1973 Survey Plat 1=198.36'
CH=S6241'34"E
Thence S 76'15'31 " W for a distance of 197.85 feet to a 518" rebar with cap; By Edward Smith RPLS #9
Thence around a curve to the left havin a radius of 220 feet, a Id th of 123.55 feet, a chord Northwest 'Corner R-270
! ng' Ir151.63'
bearing of S 60'.1075' A and a chord length of 121.93 feet to a $/8" rebar with cap; CH=N6U'10'15"E - R=220'
SEI/4 SWI/4 CHL =148.64' aygis'S��l g=220 4.' �4e 1=150.21
Thence S 44'0458" W for a distance of 89.69 feet to a 518" rebar with cap;19785 L=161.64' `Ye H1147.3I
See. T -2 -NR -14-W �a� cH=N62*41.34'F
Thence around a curse to the left having a radius of 220 feet, a length of 31.88 feet, a chord
besriag of S 395$'53* W and a chord length of 31.85 feet to a 518" rebar with cap;
Thence S 354649" W for a distance of 26.01 feet to a 518" rebar with cap;
Thence around a Carve to the left basing a radius of 220 feet, a length of 1='.71 feet, a chord
bearing of S IB 29'69" W and a chord length of 130.70 feet to a 518" rebar with cap;
Thence S 01'13'07" W for a distance of 18.57 feet to a 518" rebar with cap; 1")
Thence around a curve to the left having a radius of 220 feet, a length of 65.57 feet, a chord ^
bearing of S 07'19'11" E and a chord length of 65.33 feet to a 5/8" rebar with cap;
Thence S 15.51 29" E for a distance of 6.71 feet to a 518" rebar with cap for the southeast corner
of said strip of land 50 fent wide;
Thence S 74'08'31' W for a distance of 50.00 feet to a 518" rebar with cap for the southwest
corner of said strip of land 50 feet wide;
Thence N 15'51'29" W for a distance of 6.71 feet to a 518" rebar with cap; ^
Thence around a curve to the right having a radius of -'170 feet, a length of 80.47 feet, a chord O
bearing of N 07'19'11 " W and it chord length of 80.17 feet to a 518" rebar with cep;
Thence N 01'13'07" E for a distance of 18.57 feet to a 518" rebar with cap;
Thence around a curve to the right having a radius of 270 feet, A length of 161.87 feet, a chord
benring of N 18'2958" E and a chord length of 160.41 feet to a 518" rebar Wth cap;
Thence N 35'4649" E for a distance of 26.01 feet to a 518" rebar with cap;
Thence around a c t th Ash h s}
CID. =158.03'
R=2M� `
L 39.12 SI9 ti'flb
CN=H36'S5'S3"E .�$' H=`6(•]0'151f _
CHL =39.9 `fq CID, =121.93 1.71 acres in L=1844.35'
° R=223 SEI/4 SWI/4 CM =16079'
• 6 o L --31.W
R=270' CR=S39.55'53U
L=Lsa sr CR 41.a5' 2. 0 0 6 A,%, 7 L �►J
C1t•NIM-58-E f
1 R=220'
CHL =160.41' J STRIP
ate/ �Jy •g��'] ��y/ ,��/'7
H�16'29'561t
c t CK=1307T /7��0' r LAND
T 50
R=270' z R=220'
1 e6.4r �7 0 WNER.
H=NO719'11 R H 50779'Ll E
CSD, =80.17 HL =65.33'
Vv�% 0.71• MR. Eugen e M. Pfeifer
S15'S1'19'E
S.TY
Nlssl'2sY
curve
o e[ a ng a radtus of 270 feet, a length of 39.12 feet, a chord NOTES•
bearing of N 395553" E and a chord length of 39.09 feet to a 518" rebar with cap; 1.) Ownership supplied by others.
Thence N 44'0458" E for a distance of 89.69 feet to a 518" rebar with cap; Other easements or restrictions of record
may exist.
Thence around a curve to the right having a• radius of 270 feet, a length of 151.6.7 feet, a chord 2.) Utilities as shown were derived from above
bearinP of N 60'10'15" E and a chord length of 149.64 feet to a 5/8- rebar with cap: ground phySIL-01 evidence.
Thence N 76'1531" E for a distance of 197.85 feet to a 518" rebar with cap; 3.) This map and Survey it is based on
Thence around a cure to the right having a radius of 270 feet, a l does not constitute the following:
g g eagth of 198.38 feet, a chord
bearing of S 82'41'34` E and a chord length of 193.94 feet to a 518" rabar with cap; A.) Environmental Assessment.
Thence S 61'38'40" E for a distance of 137.29 feet to a 5/8" rebar with cap; B.) Wetlands or Flood Hczcrd De , terminction
C.J Subsurface Determination.
Thence around a curve to the left having a radius of 220 feet, a length of 150.21 feet, a chord 200 0 ,1 Y00
bearing of S 81'12'17" E and a chord length of 147.31 feet to a 518" rebar with cap;
Thence N 79'14'06" E for a distance of 143.10 feet to a 518" rebar with cap;
Thence around a curve to the right having a radius of 270 feet, a leagth of 118.61 feet, a chord
bearing of S 86'10'47' E and a chord length of 117.66 feet to a 5/8" rebar with cap; � --
Thence S 75'35'40" E for a distance of 141.26 feet to a 518" rebar with cap;
Thence around a curve to the left hawing a radius of 500 feet, a length of 111.20 feet, a chord
bearing of S 81'5757" E and a chord length of 110.97 feet to a 518" rebar with cap;
QA
Thenar S 88'20'15" E for a distance of 21_32 feet to the Paint of Beginning and containing 12,690 DATE
sq. ft. or 0.291 acres in the SWI/4 SE114, 1.71 acres in the SE114 SW114, 2.006 acres in all more RF\
or less.
rte.
a
LEGEND
0 MUM MONUMENT AS SHM N
0 SET 50'
REBAR L CAP
A CALCULATED POSITION
IrM ASSOCIATES, INC.
ENGINEERS - SURVEYORS
18 CORPORATE DR., SUITE 200
UTILE ROCIG AR 72242
(501)684-8380
(501)280-•0411 (FAX)
r
Basis of Bearings
Grid North
Based on PAGIS
Point ,2082
Scale: 1e=200'
R=270'
L=116.81'
H=SWj; 47"E
CHL =11766'
588'23.151
41.32'
R=720' Iii ��
Lr98.95' •28'
CH=N68'IC'471f Q�
CHL =95.67 O R=S-'
L=122.32' _
$91'39'457 POB
CFI=R6l'dr$7'I1
59.Dd
^ ca=122.7
NBW0151
ZL 32'
�
In d. 5/8"
oRebar w/Cap
8"Yr
40
,
LITTLE ROCK
am WASTEWATER
I HEREBY CERTIFY THAT THE HEREON PLATTED AND DESCRIBED
SURVEY WAS COMPLETED UNDER MY SUPERVISION, THAT ALL VISIBLE
ENCROACHMENTS ARE SHOWN, AND THAT THE 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 SHOWN ON THIS PLAT ARE GRID
AND ARE TO BE USED TO DEFINE GENERAL DIRECTION
AND TRUE ANGLE AT BVTER5EC770N OF PROPERTY AND LAND LINES.
TRACT IS SUBJECT TO EASEMENTS, RESTRICTIVE COVENANTS,
SURDIWSION 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.
EQUIPMENT USED DURING SURVEY.-
GTS -511 SERIES TOPCON TOTAL STATION
TOCON-HUSKY FS1GS DATA COLLECTOR
RESEARCH MATERIAL USED TO DETERMINE
LAND OWNEAnW AND BOUNDARY LINES:
A) GENERAL LAND OFFICE (GLO) PLATS & NOTES
B) SURVEY PLAT BY EDWARD G. SMITH & ASSOC.
C) SURVEY PLAT BY DONALD W BROOKS DATED 2\10\04
D) SURVEY PLAT BY DONALD W. BROOKS DATED 5\ 06\ 99
E) SURVEY PLAT BY BEN KITTLER ✓R. DATED 5\26\92
F) SURVEY PLAT BY TROY LAHA DATED 0\16\88
G) AP&L RIGHT OF WAY PERMIT BK.1263 PG.371 OF THE
RECORDS OF PULASKI CO., ARKANSAS
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