HomeMy WebLinkAboutZ-4215-A Map 1CORNER REFERENCE: Found Iron Bar at Northwest Comer of
Section 16, T -1-N, R -11-W of the Fifth Principal Meridian.
1. S 86' W (Mag.) 37.3' Set 600 Nail in Utility Pole.
2. N 02' E (Mog.) 117.0' Set 600 NO# in Utility Pole.
/ J. S 88' E (Mag.) 166.7' Set 600 Nail in Utility Pole.
I! Existing Bridge
t 1
T I N R 1 1 W--�,
58 oul S 89'59'11" W 406.63'
S17 S16
IDEN7IFL48LE POINT
Centerline of Fourche Pike
Avenue 0 Center Point of
Exisitng Bridge
50 0 50
GRAPHIC SCALE IN FEET
BASIS of BEARING
TRUE NORTH Based on Solar Observation
at Latitude N 34'43'11.9"
& Longitude W 092' 12' 00"
on May 13, 1999
LEGEND
* FENCE
• FOUND MONUMENT
• FOUND REBAR
o SET 1/2 -INCH REBAR
w/YELLOW CAP (LS1333)
$ UTILITY POLE
-0- UTILITY POLE w/TRANSFORMER
UTILITY POLE w/NIGHT LIGHT
GUY DOWN ANCHOR
AERIAL POWER LINE
- T - AERIAL TELEPHONE LINE
e BORE HOLE w/NUMBER
48" Elm Tree
(T8M) EL 251.,,
Tower Site
S 89026'21" E 45.89'
Power Line
N 89'59'11" E 2220.78
FOURCHE PIKE AVENUE
(Asphalt PAvement, 20' Wide)
_'9Te/e. Ped: T
Tete. Ped Fire N 891 1200' -
Utility Pole (Typ.)- (518') hydront
Gas �X_x
(5/8)SWater >
Guy Down Anchor (Typ.) (5/8 J Meter - { Meter
III-. v
I, I
X' o
Surface{11. I X
- _- Grovel 1 I '� •' .o
T Existing Fume I I Q
(1/2
iBb3� r
N 00'33'40" E 40.00'
El. 24
AREA 1836 Sq. Ft./0.042 Acres 5.;
E /
Gpre
I
N
o X
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W
X
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0
Z if
89'2621 " E \
45.89,
---
(1/2 ) X-x� _ x -X
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X 24"0
00 I Tee PI o O
'L N O \ \
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It't EI. 249.5
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AREA: 1836 Sq. Ft./ o
Z Xi-- 0.042 Acres / 5.0' en A
\ EI. 249.5
E:\HERITAGE\99057
5-24-1999 2:20 P.M. HARNESS
EI. 249.8
1 " W 45.89' ���P
4ti\ /
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METES AND BOUNDS DESCRIPTION FOR
MET A 40 -FOOT BY 45.89 -FOOT TOWER SITE:
A portion, 183E square feet/0.042 acres, more or less, out of Lot 9,
L.P. Coleman's Subdivision out of the Fractional Northwest Quortffr
(NW/4) of Section 16, lying East of Fourche Creek in Township 1 Nortl,
Range 11 West of the Fifth Pr ino ipaI Meridian, Pu l ask Countl.
Arkansas, more particularly described as follows:
COMMENCING at a found one-half inch diameter rebar at the Southeast
Corner of said Lot 9; THENCE North 00 degrees 33 minutes 40 seconds
Eos t, 22.34 feet to a found five -eights inch diameter rebar; THEME
North 89 degrees 26 minutes 21 seconds West, 435.00 feet to a foudd
five -eights inch diameter rebar, THENCE North 00 degrees 33 minutes 40
seconds East, 200.27 feet to a found one -ho If inch diameter rebar and
the POINT OF BEGINNING from which a found iron bar at the Northwest
Corner of said Section 16 bears North 00 degrees 00 minutes 49 seconds
West 431.16 feet and South 89 degrees 59 minutes 11 seconds West
406.63 feet: THENCE South 89 degrees 26 minutes 21 seconds East, 45.89
feet to a set one-half inch diameter rebar, THENCE South 00 degrees 37
minutes 40 seconds West, 40.00 feet to a set one-half inch diameter
rebar; THENCE North 89 degrees 26 minutes 21 seconds West, 45.89 fest
to a set one-half inch diameter rebar; THENCE North 00 degrees 33
minutes 40 seconds East, 40.00 feet to the Point of Beginning. I
Light
POINT OF BEGINNING Arc: 53.76'
I-
rl-w/Night
x�X_
x�
34'43'13.55"
I
X-X-
092'12'02.72°
NAD 83 Coordinates:
Chord. 5 61.56'21" E 51.72'
T
X
920
North
\ Central Angie. 55'00'00"
\\
Central Angie: 89'31'53"
E 61- 1•- / / `-Chord: S 3T38'S6' W 7887
West
092'12'03.25"
I.
13.0
01
I^
21.7'
�I
0
113
Existing Gravel Surface Road,
82'24,53" W 61 81 12' wide
PART OF LOT 9
O
N 89'26'21 ' W
M
L.P. COLEMAN'S SUBDIVISION
nl
�O
76' 7.0' Existing
w/Night Light
' I Existing
j Portable
Metal Bldg. 46.0'
V l` Al d
EXISTING METAL
VENEER BUILDING
al I- • •te One-StoO
of to ;de From, Bldi
o e
�I IN G 2.1
III
I I
PROPOSED 12 -FOOT WIDE -
ACCESS EASEMENT
AREA: 8540 Sq. Ft./0.196 Acres
I I
III
I I
Arc: 50.70'
Radius: 394.70' I I
Chord: N 03'26'12" W 50.67' I Radius: Arc: 49.16'
9.16'
Central Angle: OT21'36" J 'Chord: S 03'26'12" E 49.13'
r -Cont. Pad I I Central Angle: 0721'36"
Gas Pumps I 1
n Gas Tanks I 1
.616.0 „• (Below Ground) i {•-S OT07'00" E 48.97'
N '
r7, N OT07'00" W 48.97' {
16.0' 1 1
r`n-i w/Night Light w/Night Light w/Nright Light '
w/Night Light
N 89'26'21" W 435.00'
w/Night Light
POINT OF COMMENCEMENT =='I/
Southeast Cor^
Lot 9
LP. Coleman's Sutoi s �-
METES AND BOUNDS DESCRIPTION FOR
A 12 -FOOT WIDE ACCESS EASEMENT:
A portion, 8,540 square feet/0.196 acres, more or less, out of Lot 9,
L.P. Coleman's Subdivision out of the Fractional Northwest Quarter
(NW/4) of Section 16, lying East of Fourche Creek in Township 1 North,
Range 11 West of the Fifth Principal Meridian, Pulaski County,
Arkansas, more particularly described as follows:
COMMENCING at a found one-half inch diameter rebar at the Southeast
Corner of said Lot 9; THENCE North 00 degrees 33 minutes 40 seconds
East, 22.34 feet to a found five -eights inch diameter rebar, THENCE
North 89 degrees 26 minutes 21 seconds West, 435.00 feet to a found
five -eights inch diameter rebar; THENCE North 00 degrees 33 minutes 40
seconds East, 200.27 feet to a found one-half inch diameter rebar from
which a found iron bar at the Northwest Corner of said Section 16
bears North 00 degrees 00 minutes 49 seconds West 431.16 feet and
South 89 degrees 59 minutes 11 seconds West 406.63 feet; THENCE South
89 degrees 26 minutes 21 seconds East, 45.89 feel to a set one-half
inch diameter rebar; THENCE South 00 degrees 33 minutes 40 seconds
West, 2.00 feet to the POINT OF BEGINNING and a curve concave to the
Southwest having a radius of 56.00 feet; THENCE Southeasterly, 53.76
feet along said curve through a central angle 55 degrees 00 minutes 00
seconds and a chord bearing South 61 degrees 56 minutes 21 seconds
East 51.72 feet to a curve concave to the Northeast having a radius of
44.00 feet; THENCE Southeasterly, 42.24 feel along said curve through
a central angle of 55 degrees 00 minutes 00 seconds and a chord
bearing South 61 degrees 56 minutes 21 seconds East 40.63 feel; THENCE
South 89 degrees 26 minutes 21 seconds East, 45.22 feet to a curve
concave to the Northwest having a radius of 345.08 feet; THENCE
Northeasterly, 49.06 feet along said curve through a central angle of
06 degrees 08 minutes 46 seconds and a chord bearing North 86 degrees
29 minutes 16 seconds East 49.02 feel; THENCE North 82 degrees 24
minutes 53 seconds East, 61.81 feet to a curve concave to the
Northwest having a radius of 44.00 feet; THENCE Northeasterly, 68.76
feet along said curve through a central angle of 89 degrees 31 minutes
(1/2)
w/Night Light
T1N R11W
S9
S16
14.00'
Centerline of PrOlDosed Tower, Bore Hole
NAD 27 Coordinates:
POINT OF BEGINNING Arc: 53.76'
Arc: 68.76'
North
34'43'13.55"
X12' wide Ace. Esm L Radius: 56.00'
`"�
Radius: 44.00' / - Arc: 87.5'
092'12'02.72°
NAD 83 Coordinates:
Chord. 5 61.56'21" E 51.72'
T
Chord: N 3738'56" E 61.9"- _
� Radius: 56.00'
920
North
\ Central Angie. 55'00'00"
\\
Central Angie: 89'31'53"
E 61- 1•- / / `-Chord: S 3T38'S6' W 7887
West
092'12'03.25"
\ S 89'26'21" E
N 8T2_53" -w -/ Central Angle: 89'31'53'
Ground:
4522'
/ -
\
--
Existing Gravel Surface Road,
82'24,53" W 61 81 12' wide
O
N 89'26'21 ' W
p
45.22'
Arc: 49.06'
aq
d
Radius: 345.08'
Uj
I Arc: 42.24'
Chord: N 86'29'16" E 49.02'
Radius: 44.00'
Central Angle: 08'08'46"
Chord: S 61'56'21" E 40.63'
3
°
O
Central Angle: 55'00'00"
I
Arc: 50.77
e
Arc: 53.76'
Radius: 357.08'
tV
t•7
Chord:
-Radius: 56.00'
S 86'29'16" W 50.73'
toChore.
r'0
N 61'56'21" W 51.72' Central
Angle: 08'08'46"
9
to
O
O
Central Angie: 55'00'00"
Oy
00
(n
Arc. 42.24'
- Radius- 44.00'
Z
Cnoro-. N 61'56'21" W 40.63'
Ce-trc Angle: 55'00'00"
w/Night Light
N 89'26'21" W 435.00'
w/Night Light
POINT OF COMMENCEMENT =='I/
Southeast Cor^
Lot 9
LP. Coleman's Sutoi s �-
METES AND BOUNDS DESCRIPTION FOR
A 12 -FOOT WIDE ACCESS EASEMENT:
A portion, 8,540 square feet/0.196 acres, more or less, out of Lot 9,
L.P. Coleman's Subdivision out of the Fractional Northwest Quarter
(NW/4) of Section 16, lying East of Fourche Creek in Township 1 North,
Range 11 West of the Fifth Principal Meridian, Pulaski County,
Arkansas, more particularly described as follows:
COMMENCING at a found one-half inch diameter rebar at the Southeast
Corner of said Lot 9; THENCE North 00 degrees 33 minutes 40 seconds
East, 22.34 feet to a found five -eights inch diameter rebar, THENCE
North 89 degrees 26 minutes 21 seconds West, 435.00 feet to a found
five -eights inch diameter rebar; THENCE North 00 degrees 33 minutes 40
seconds East, 200.27 feet to a found one-half inch diameter rebar from
which a found iron bar at the Northwest Corner of said Section 16
bears North 00 degrees 00 minutes 49 seconds West 431.16 feet and
South 89 degrees 59 minutes 11 seconds West 406.63 feet; THENCE South
89 degrees 26 minutes 21 seconds East, 45.89 feel to a set one-half
inch diameter rebar; THENCE South 00 degrees 33 minutes 40 seconds
West, 2.00 feet to the POINT OF BEGINNING and a curve concave to the
Southwest having a radius of 56.00 feet; THENCE Southeasterly, 53.76
feet along said curve through a central angle 55 degrees 00 minutes 00
seconds and a chord bearing South 61 degrees 56 minutes 21 seconds
East 51.72 feet to a curve concave to the Northeast having a radius of
44.00 feet; THENCE Southeasterly, 42.24 feel along said curve through
a central angle of 55 degrees 00 minutes 00 seconds and a chord
bearing South 61 degrees 56 minutes 21 seconds East 40.63 feel; THENCE
South 89 degrees 26 minutes 21 seconds East, 45.22 feet to a curve
concave to the Northwest having a radius of 345.08 feet; THENCE
Northeasterly, 49.06 feet along said curve through a central angle of
06 degrees 08 minutes 46 seconds and a chord bearing North 86 degrees
29 minutes 16 seconds East 49.02 feel; THENCE North 82 degrees 24
minutes 53 seconds East, 61.81 feet to a curve concave to the
Northwest having a radius of 44.00 feet; THENCE Northeasterly, 68.76
feet along said curve through a central angle of 89 degrees 31 minutes
(1/2)
w/Night Light
T1N R11W
S9
S16
14.00'
Centerline of PrOlDosed Tower, Bore Hole
NAD 27 Coordinates:
Latitude:
North
34'43'13.55"
Longitude:
West
092'12'02.72°
NAD 83 Coordinates:
Latitude:
North
34'43'13.88"
Longitude:
West
092'12'03.25"
NGVD 29 Elevation in Feet:
Ground:
249.5
feet
(5/8 )
-N 00'33'40" E 22.34'
(1/2 )
METES AND BOUNDS DESCRIPTION FOR
A 12 -FOOT WIDE ACCESS EASEMENT C
53 seconds and a chord bearing North 37 degrees 38 minutes 56 seconds
East 61.97 feet; THENCE North 07 degrees 07 minutes 00 seconds West,
48.97 feet to a curve concave to the Northeast having a radius of
394.70 feet; THENCE No•thwesterIy, 50.70 feet along said curve through
a central angle of 07 degrees 21 minutes 36 seconds and a chord
bearing North 03 degrees 26 minutes 12 seconds West 50.67 feet; THENCE
North 00 degrees 14 minutes 36 seconds East, 281.60 feet to the South
right-of-way of Fourche Pike Avenue; THENCE North 89 degrees 31
minutes 09 seconds East. 12.00 feet along the South right-of-way of
said Fourche Pike Avenue; THENCE South 00 degrees 14 minutes 36
seconds Wbst, 281.75 feet to a curve concave to the Northeast having a
radius of 382.70 feet; THENCE Southeasterly, 49.16 feet along said
curve through a centrcl angle of 07 degrees 21 minutes 36 seconds and
a chord bearing South 03 degrees 26 minutes 12 seconds East 49.13
feet; THENCE South 07 degrees 07 minutes 00 seconds East, 48.97 feet
to a curve concave to the Northwest having a radius of 56.00 feet;
THENCE Southwesterly, 87.51 feel along said curve through a central
angle o/ 89 degrees 31 minutes 53 seconds and a chord bearing South 37
degrees 38 minutes 56 seconds West 78.87 feet; THENCE South 82 degrees
24 minutes 53 seconds West, 61.81 feet to a curve concave to the
Northwest having a roe us of 357.08 feet; THENCE Southwesterly, 50.77
feet along said curve through a central angle of 08 degrees 08 minutes
46 seconds and a chord bearing South 86 degrees 29 minutes 16 seconds
West 50.73 feet; THENCE North 89 degrees 26 minutes 21 seconds West,
45.22 fee' to a curve concave to the Northeast having a radius of
56.00 feet: THENCE Northwesterly, 53.76 feet along said cure through a
central argle of 55 degrees 00 minutes 00 seconds and a chord bearing
North 61 degrees 56 midutes 21 seconds West 51.72 feet to a curve
concave is the Southwest having a radius of 44.00 feet; THENCE
Northwesterly, 42.24 feet along said curve through a central angle of
55 degrees 00 minutes 00 seconds and a chord bearing North 61 degrees
56 minutes 21 sec ones West 40.63 feet; THENCE North 00 degrees 33
minutes 40 seconds East, 12.00 feet to the Point of Beginning.
SURVEYOR'S NOTES:
1.) This survey is of a parcel of land out of Lot 9, L.P. Coleman's
Subdivision out of Fractional Northwest Quarter of Section 16,
T -1-N, R -11-W of the Fifth Principal Meridian, Pulaski County.
Arkansas, for a Tower Site and 12 -Wide Access Easement,
2.) No attempt has been made as a part of this boundary survey to
obtain or show data concerning existence, size, depth, condition,
capacity or location of any utility or municipal/public service
facility. For information regarding these utilities or facilities,
please contact the appropriate agencies or other surveys.
3.) Except as specifically stated or shown on this plat, this survey
does not purport to reflect any of the following which may be
app Iicob le to the subject real estate: easements, other than
possible easements which were visible of the time of the making
of this survey or as provided by client; building setback lines;
restrictive covenants; subdivision restrictions; zoning or other
land -use regulations, and any other land -use regu l at Ions, and any
other facts which an accurate and current title search may
disclose
4.) Class of Survey: Rural Area, Type B
5.) Last Date of Survey: May 14, 1999
6.) H -P Field Note Reference and Electronic File Info:
Field Book. C-9
Page 59-73
CADD File: E:\HERITAGE\99057.DWG
COGO File: E:\SC14\DATA\99057.CRD
RAW File: E:\SC14\DATA\99057.RAW
7.) Prepared for use by:
ALLTEL MOBILE COMMUNICATIONS, INC.
Little Rock, Arkansas
8.) The hereon platted survey was made under my personal supervision
and was executed in accordance with the current Minimum Standards
as set forth in Standards of Practice No. 1 (Revised March 14,
1996) Arkansas Minimum Standards for Property Boundary Surveys
and Plats as published by the Arkansas Geological Commission,
Land Survey Division.
And that the coordinates Latitude and Longitude, North American
of 1927 and North American Datum of 1983 expressed as degrees, minutes
and seconds at the center of a Proposed Tower, Bore Hole 1 and the
ground elevation North Amer i con Vertical Datum of 1929 expressed as
feet as depicted hereon are within the following accuracy tolerances:
Horizontal t 50 feet and Vertical f 20 feet.
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0•.�AN�C3��'' ?.y 11 y
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Ivan L. Hoffman, Jr.
Arkansas Registered Professional Land Surveyor
Certicale No. 663
Hof fman-Pr1eur & Associates, Inc.
320 0' Bryan Lane _
Van Buren, Arkansas 72956 -
HP Job No. 99057
HE Job No 99-0058
(f di s - i4
Su RvEyo
NOTE: THIS DRAWING IS NOT TO BE USED FOR TOWER LOCATION.
INFORMAT"ION SHOWN HEREIN IS FOR GEOTECHNICAL BORING
LOCATIONS ONLY, FOR ACTUAL TOWER LOCATION SEE SHEET 3.