HomeMy WebLinkAboutZ-4215-A Map 350 0 550
GRAPHIC SCALE IN FEE
BASIS of BEARING
TRUE NORTH Based on Solar Observation
at Latitude N 34'43'11.9"
k Longitude W 092'12'00"
on May 13. 1999
Z
LEGEND
X
FENCE
•
FOUND MONUMENT
•
FOUND REBAR
24
SET 1/2 -INCH REBAR
o
w/YELLOW CAP (LS1333)
-6-
UTILITY POLE
-0-
UTILITY POLE w/TRANSFORMER
O
UTILITY POLE w/NIGHT LIGHT
_ _ 9
GUY DOWN ANCHOR
-----'1'�-
AERIAL POWER LINE
- T -
AERIAL TELEPHONE LINE
O
BORE HOLE w/NUMBER
$?0
CONTOUR LINE (2' Interval)
Datum: NAVD 88
£L. 249.5
ELEVATION IN FEET -
LL863'
Datum: NAVD 88
Z
CORNER REFERENCE- Found Iron Bar of Northwest Comer of
Section 16, T -1-N, R -11-W of the Fifth Principal Meridian.
L S 86' W (Mag.) 37.3' Set 600 Nail in Utility Pole.
2, N 02' £ (Mag.) 1 f7.0' Set 600 Nail in Utility Pole.
J. S 88' E (Mog.J 166.7Set 600 Noil in Utility Pole.
f f Existing Bridge
1 I
TIN R11W �`-
S8 S9, S 89'59'11" W 406.63'
S17 Sib
IDENTIFIABLE POINT
Centerline of Fourche Pike
Avenue 0 Center Point of
Exisitng Bridge
48" Elm Tree
(78M) El. 251.54
Tower Site
S 89'26'21" E 45.89'
\ \ N 00'33'40" E 40.00' -
AREA: 1836 Sq. FL/0.042 Acres
S 89'26'21" E
45.89' \
t
Latitude:
North
34'43'13.55"
Longitude:
West
24
NAD 83 Coordinates:
x
O
O
North
�? i /
o
O
092'12'03.25"
NGVD 29 Elevation in Feet:
I
n
O�
feet
O
I
l
N
CORNER REFERENCE- Found Iron Bar of Northwest Comer of
Section 16, T -1-N, R -11-W of the Fifth Principal Meridian.
L S 86' W (Mag.) 37.3' Set 600 Nail in Utility Pole.
2, N 02' £ (Mag.) 1 f7.0' Set 600 Nail in Utility Pole.
J. S 88' E (Mog.J 166.7Set 600 Noil in Utility Pole.
f f Existing Bridge
1 I
TIN R11W �`-
S8 S9, S 89'59'11" W 406.63'
S17 Sib
IDENTIFIABLE POINT
Centerline of Fourche Pike
Avenue 0 Center Point of
Exisitng Bridge
48" Elm Tree
(78M) El. 251.54
Tower Site
S 89'26'21" E 45.89'
\ \ N 00'33'40" E 40.00' -
AREA: 1836 Sq. FL/0.042 Acres
S 89'26'21" E
45.89' \
t
Latitude:
North
34'43'13.55"
Longitude:
West
24
NAD 83 Coordinates:
x
O
O
North
�? i /
o
O
092'12'03.25"
NGVD 29 Elevation in Feet:
' G
n
O�
feet
O
l
N
C
LL863'
CORNER REFERENCE- Found Iron Bar of Northwest Comer of
Section 16, T -1-N, R -11-W of the Fifth Principal Meridian.
L S 86' W (Mag.) 37.3' Set 600 Nail in Utility Pole.
2, N 02' £ (Mag.) 1 f7.0' Set 600 Nail in Utility Pole.
J. S 88' E (Mog.J 166.7Set 600 Noil in Utility Pole.
f f Existing Bridge
1 I
TIN R11W �`-
S8 S9, S 89'59'11" W 406.63'
S17 Sib
IDENTIFIABLE POINT
Centerline of Fourche Pike
Avenue 0 Center Point of
Exisitng Bridge
48" Elm Tree
(78M) El. 251.54
Tower Site
S 89'26'21" E 45.89'
\ \ N 00'33'40" E 40.00' -
AREA: 1836 Sq. FL/0.042 Acres
S 89'26'21" E
45.89' \
t
Latitude:
North
34'43'13.55"
Longitude:
West
24
NAD 83 Coordinates:
O
O
North
�? i /
o
O
092'12'03.25"
NGVD 29 Elevation in Feet:
' G
n
O�
feet
O
l
N
LL863'
L,J
249.5
CD
X
O
�
x
O
1 AREA: 1836 Sq. Ft./
o �Q�
Z
X0.042 Acres
5.0'
(n
A, /
EL 2149.5
L \H[ RITAGE\99057
5-24-1999 2:20 P.M. HARNESS
EI. 249.8 Q))
N 89'26'21 " W 45.89' 7
P
1 \o
OQOQ��'b
x
Aerim Power Line
N 89.59'11" E 2z20.78':::: FOURCHE PIKE AVENUE
(Asphalt PAvement, 20' Wide)
I I w ry ht Tele. Ped.
Tele. Ped.
I Fire N 89'31 D9 12.00'
Utility Pole (To.)- (s/8) Nydront �-
I/ J
Guy Down Down Anchor (Typ.) _ (5/87 (5 8" •Mder 1 I Meter
I I I I c
�'R
I
I I Surface I (.• N x
i ( Gravef c
°
m T Existing Fr ime - I I c. '- Q
Buildin
g (6'x 6') III 3'
I I M w/Night Light ti;
x- ( I • f x -x.
a x-�
it
kX -.__7r-
I I I.
In o0 21.7'
to I Z / NII IN n h
I^1 v k PART OF LOT 9 cal 13 8.0' n
1q I 3D L.P. COLEMAN'S SUBDIVISION rI I ° L7.e' zo
Existing
h �I I< •' e One -Story
+ I c k I I o 009 a Frame Bldg.
ZI IN G 12.1 N
v k PROPOSED 12 -FOOT WIDE
ACCESS EASEMENT i
V % w/Nght Light AREA 8540 Sq Ft./0.196 Acres
I I k I I
I / III
k I I
III � I I
I I Arc: 50.70'
Radius: 394.70'
t k I I Arc: 49.16'
82.
Chord: N 03'26'12" W 50.67'
I I Radius: 382.70'
I / Existing Central Angle: 07'21'36' IChord: 5 03'26'12" E 49.13'
R Portable I IY Central Angle: 07'21'36"
Metal 809. Conc. Pod
c �'0� Gas Pumps 1 I
C4 „' I
'oma' .824 n 'and Gas Tanks
(Below Ground)
I i -S 07'07'00" E 48.97'
gr r EXISTING METAL N 07'07'00" W 48.97=---( t
X W g Ci b - ,C6 VENEER BUILDING I6AJ I I
2• I 82.4' N w/Night Light */Night Light f w/Night Light ry
IB 83 r POINT OF BEGINNING Arc: 53.76' Arc: 68.76"
_ `12' wide Act. Esm t. Radius: 56.00' Radius: 44.00' i
`--Chord: S 61'56'21" E 51.72' Chord: N 3T38'56" E 61.97--�. Arc: 876.0
X \ \ Radius: 56.00'
EI. 249.20 \ Centrist Angle: 55'00'00" Central Angle: 89'31'53" i / �Ghord: 5 37'38'86' W 78.87
5.0' \ S 89'26'21" E - - N 81.24'533' E_61-81 Central Angle: 89'31'53"
` \ -- - 45.22 ---- -- - - - --
\1 \ S 82.2 Yi 61 81• Existing Grovel Surface Road,
O. 4'53" 12' wide
O N 89'26'21" W
Gate 0 p 45.22' Arc: 49.06'
Radius: 345.08'
111) Are: 42.24' Chord: N 86'29'16" E 49.02'
Radius: 44.00'
Chord: S 61'56'21" E 40.63'
_ Central Angle: 08'06'46"
Central Angle: 55'00'00"
O Arc: 50.77'
c^v 1 `4- Radius: 357.08'
;,,� Arc: 53.76' Chord: S 86'29' 16" W 50.73'
o Radius: 5600 Central Angle: 08'08'46"
w Chord: N 61'56'21" W 51.72'
x CV Centro[ Angle: 55'00'00"
a 1 i7'
n 00 U7 Are: 42.24'
Radius: 44,00'
$ 1 Z Chord: N 61'56'21" W 40.63'
Z K Central Angle: 55'00'00"
1
w/Night Light w/Night Light
N 89'26'21" W 435.00'
METES AND BOUNDS DESCRIPTION FOR
INSET A 40 -FOOT BY 45.89 -FOOT TOWER SITE:
A portion, 1836 square feet/0.042 acres, more or less, out of Lot 9,
L.P. Coleman's Subdivision out of the Fractional Northwest Quarte
(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
Comer 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 feel to a found one-half inch diameter rebar and
the POINT OF BEGINNING from which a found iron bar at the Northwest
Comer 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 feel; THENCE South 89 degrees 26 minutes 21 seconds East, 45.89
feet to a set one-half inch diameter rebar; THENCE South 00 degrees 33
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 feet
to a set one-half inch diameter rebor; THENCE North 00 degrees 33
minutes 40 seconds East, 40.00 feel to the Point of Beginning.
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 -tab Inch diameter rebar from
which a found iris+ bar at the Northwest Comer of so;d 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 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 Southeastedy. 42.24 feet along said curve through
a central angle of 55 degrees 00 minutes DO seconds and a chord
bearing South 61 degrees 56 minutes 21 seconds East 40.63 feet; THENCE
South 89 degrees 26 minutes 21 seconds East, 45.22 feel to a curve
concave to the Northwest having a radius of 345.08 feet; THENCE
Northeasterly, 49.06 feet along said curve through o central angle of
08 degrees OB minutes 46 seconds and a chord bearing North 86 degrees
29 minutes 16 seconds East 49.02 feet; THENCE North 82 degrees 24
minutes 53 seconds East, 61.81 feet to a curve concave to the
Northwest having o radius of 44.00 feet; THENCE Northeasterly, 68.76
feet along said curve through a central ongie of 09 degrees 31 minutes
POINT OF COMMENCEMENT ='a
=
Southeast Corner
Lot 9
L.P. Coleman's Subdivision
TIN R11W
1/4-1S9
516
(1/27
Centerline of Proposed Tower. Bore Hole 1:
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
w/Night Light
-1.3'
(5/8 7
-N 00'33'40' E 22.34-
(112 7
2.34'(1/27
METES AND BOUNDS DESCRIPTION FOR
A 12 -FOOT WIDE ACCESS EASEMENT CONTINUED
a
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 feel; THENCE Northwesterly, 50.70 feet along said curve through
a central ongle 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 West, 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 central angle of 07 dec,aes 21 minutes 36 seconds and
o chord bearing South 03 degrees'rules 12 seconds East 49.13
feet; THENCE South Ol degrees 07 •-^ =s 00 seconds East, 48.97 feet
to a curve concave to the Northwest -: ng a radius of 56.00 feel;
THENCE Southwesterly, 87.51 feet aier- =-d curve through a central
angle of 89 degrees 31 minutes 53 secs and o chord bearing South 37
degrees 38 minutes 56 seconds West 75 -' 'eel THENCE South 82 degrees
24 minutes 53 seconds West, 61.81 .e: to a curve concave to the
Northwest having o radius of 357.08 feet; THENCE Southwesterfy, 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 feet to a curve concave to the Northeast having a radius of
56.00 feet; THENCE Northwesterly, 53.76 feel along said cure through a
central angle of 55 degrees 00 minutes 00 seconds and a chord bearing
North 61 degrees 56 minutes 21 seconds West 51.72 feel to a curve
concave to 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 seconds 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 -I -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
.applicable to the subject real estate: easements, other than
possible easements which were visible at the time of the making
of this survey or as provided by client; building setback ling;
restrictive covenants; subdivision restrictions; zoning or other
land -use regulations, and any other land -use regulations, and any
other facts which an accurate and current title search may
disclose.
4.) Class of Survey: Rural Area, Type 8
5.) Lost Date of Survey: May 14, 1999
6.) H -P Field Note Reference and Electronic File Info:
Field Book: C-9
Pogo: 59-73
CADD File: E:\HERffAGE\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 American Vertical Datum of 1929 expressed as
feet m depicted hereon are within the following accuracy tolerances:
Horizontal t 50 feet and Vertical t 20 feet
A�1\Illllllllllir
STATE OF
0 ARKANSAS
NO. 663 C
= 1
rn :v -'�
L ANS
r/j/11111111111110
Ivan L. Hoffman, Jr.
Arkansas Registered Professional Land Surveyor
Corticate No. 663
Hoffman-Prieur g Associates, Inc.
320 O'Bryan Lane
Von Buren, Arkansas 72956
HP Job No. 99057
HE Job No. 99-0058
9.) UTILITIES
Power Line
ENTERGY
1-800-368-3749
Telephone Line:
SOUTHWESTERN BELL
1-800-499-7928
10.) Basis of Height and Postion:
Position: National Geodetic Survey designation: Little Rock, Reset
Latitude: N34'44'47.24945' NAD 83
Longitude: W 092'17'17.00630" NAD 83
Elevation in feet: 332.93 NAVD 88
Temporary Bench Mark (TBM); Set 600 Nail in South Face of 48' Elm
Tree, N 0606' E, 104, feet from the Northwest Corner of Subject
Property as depicted hereon.
Elevation: 251.54 feet, NAVD of 1919.
NOTE: THIS DRAWING IS NOT TO BE USED FOR TOWER LOCATION.
INFORMATION SHOWN HEREIN IS FOR GEOTECHNICAL BORING
LOCATIONS ONLY. FOR ACTUAL TOWER LOCATION SEE SHEET 3.