HomeMy WebLinkAboutZ-6560-A Map 190
200 0 20
GRAPHIC SCALE IN FEET
BASIS of BEARING
ASTRONOMIC AZIMUTH Based on Solar Observation
at Latitude N 34'39'11'
k Longitude W 091
on July 7, 1999.
LEGEND
4
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)(
FOUND COTTON PICKEN SPINDLE
TOWER:
•
FOUND REBAR
Latitude:
North 34'39'16.01"
SET 1/2 -INCH REBAR
West 092'21'48.58"
o
w/YELLOW CAP (LS663)
Latitude:
__Il
UTILITY POLE
/
_41I
UTILITY POLE w/TRANSFORMER
Ground:
294.5 feet
GUY DOWN ANCHOR
y
u o
--
AERIAL POWER UNE
-T-
UNDERGROUND TELEPHONE LINE
-W-
WATER LINE
BORE HOLE */ELEVATION
y
-x-
FENCE
� 296,
CONTOUR LINE (1' Interval)
Datum: NGVD 29
a.
296.00
ELEVATION IN FEET -
Datum: NGVD 29
4
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METES AND BOUNDS DESCRIPTION FOR EXISTING 30 -FOOT BY
30 -FOOT LEASE AREA:
A portion, 900 square feet/0.021 acres, more or less, out of the
Northeqst Quarter (NE/4) of the Northeast Quarter (NE/4) of Section
11, Township 1 South, Range 13 West of the Fifth Principal Meridian,
Pulaski County, Arkansas, more particularly described as follows.
COMMENCING at the Northeast Comer of said Section 11; THENCE South 02
degrees 16 minutes 38 seconds West, 22091 feel along the East line of
said Section 11; THENCE North 87 degrees 43 minutes 22 seconds West,
113.10 feet to the POINT OF BEGINNING; THENCE North 88 degrees 44
minutes 37 seconds West, 30.00 feet to o found five -eights inch
diameter rebar; THENCE North 01 degrees 15 minutes 29 seconds East,
30.00 feet to a found five -eights inch diameter rebar; THENCE South 88
degrees 44 minutes 37 seconds East, 30.00 feet to a found five -eights
inch diameter rebar, THENCE South 01 degrees 15 minutes 23 seconds
West, 30.00 feet to the Point of Beginning.
CENTERLINE DESCRIPTION FOR EXISTING 15 -FOOT WIDE ACCESS
EASEMENT:
A 15.0 foot wide strip• of land containing 4350 square feet/0.100
acres, more or less, lying 7.5 feet each side of a centerline, out of
the Northeast Quarter (NE/4) of the Northeast Quarter (NE/4) of
Section 11, Township 1 South, Range 13 West of the Fifth Principal
Meridian, Pulaski County, Arkonsos, the centerline of said strip being
more particularly described as follows:
COMMENCING at the Northeast Comer of said Section 11; THENCE South 02
degrees 16 minutes 38 seconds West, 220 91 feet along the East line of
said Section 11; THENCE North 87 degrees 43 minutes 22 seconds West,
113.10 feet; THENCE North 88 degrees 44 minutes 37 seconds West, 15.00
feet to the centerline of said 15.0 foot wide strip and the POINT OF
BEGINNING; THENCE South 01 degrees 15 minutes 24 seconds West, 54 48
feet to a curve concave to the Northeast having a radius of 50.00
feet; THENCE Southeasterly, 78.54 feet along said curve through a
central angle of 90 degrees 00 minutes 00 seconds and a chord bearing
South 43 degrees 44 minutes 36 seconds East 70.71 feet; THENCE South
88 degrees 44 minutes 36 seconds East, 34.37 feet; THENCE North 46
degrees 15 minutes 24 seconds East, 24.07 feet terminating at the West
right-of-way of Chicot Rood.
Conic. Pod \
S 88'44'37" E 22.73' \
X
CanC. I t VI
Pod
p
BoltVEI.Center
x
I ru 3 4
I
I N
TBAf x c `� 8a
295.75 Existing
Mono U o
Tower x, / ,n n� /
X -x-x-x-x-x� /
N 8844'37' W 30.00' /
( I
Grovel
I Road I
i /
I I I
I !I
I I u' 15'
15' I�QW
I _ i
INSET
LEASE AREA
(5/8 11111
.war
a
m
V
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MABELVALE CUTOFF
S 88'56'37" E 255.02'
105.04'
PLAT OF SURVEY
ALLTEL Mobile Communications, Inc.
Telecorp Chicot Road and Mabelvale Cutoff Col
Section 11, T -15-N, R -13-W
Pulaski County, Arkansas
40" MoPle ilIre
Aerial Power
125.5'
Utility
41,; IJ -r VVIyyIVL m
AREA: 4350 Sq. Ft./0.100
(PER DRAWING BY HOPE ENG
DRAWING BY HOK ENGINEERING)
A NE)A
. NEI �jW
PAR,
Utility Pole
w/Night Light
Right -of -Way
91.01
tion Cell Site
POINT OF COMMENCEMMENT
TIS R13W
- S2 S1
�Sll S12
CORNER REFERENCE' r i I
1. Reference Document J.
2. Reference Document 4.
�- J5.00'
COORDINATES AT
THE CENTER
OF AN EXISTING
TOWER:
NAD 27 Coordinates:
Latitude:
North 34'39'16.01"
w Longitude:
West 092'21'48.58"
116 NAD 83 Coordinates:
Latitude:
North 34'39'16.35"
Longitude:
/
of
C J
�I
Ground:
294.5 feet
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METES AND BOUNDS DESCRIPTION FOR EXISTING 30 -FOOT BY
30 -FOOT LEASE AREA:
A portion, 900 square feet/0.021 acres, more or less, out of the
Northeqst Quarter (NE/4) of the Northeast Quarter (NE/4) of Section
11, Township 1 South, Range 13 West of the Fifth Principal Meridian,
Pulaski County, Arkansas, more particularly described as follows.
COMMENCING at the Northeast Comer of said Section 11; THENCE South 02
degrees 16 minutes 38 seconds West, 22091 feel along the East line of
said Section 11; THENCE North 87 degrees 43 minutes 22 seconds West,
113.10 feet to the POINT OF BEGINNING; THENCE North 88 degrees 44
minutes 37 seconds West, 30.00 feet to o found five -eights inch
diameter rebar; THENCE North 01 degrees 15 minutes 29 seconds East,
30.00 feet to a found five -eights inch diameter rebar; THENCE South 88
degrees 44 minutes 37 seconds East, 30.00 feet to a found five -eights
inch diameter rebar, THENCE South 01 degrees 15 minutes 23 seconds
West, 30.00 feet to the Point of Beginning.
CENTERLINE DESCRIPTION FOR EXISTING 15 -FOOT WIDE ACCESS
EASEMENT:
A 15.0 foot wide strip• of land containing 4350 square feet/0.100
acres, more or less, lying 7.5 feet each side of a centerline, out of
the Northeast Quarter (NE/4) of the Northeast Quarter (NE/4) of
Section 11, Township 1 South, Range 13 West of the Fifth Principal
Meridian, Pulaski County, Arkonsos, the centerline of said strip being
more particularly described as follows:
COMMENCING at the Northeast Comer of said Section 11; THENCE South 02
degrees 16 minutes 38 seconds West, 220 91 feet along the East line of
said Section 11; THENCE North 87 degrees 43 minutes 22 seconds West,
113.10 feet; THENCE North 88 degrees 44 minutes 37 seconds West, 15.00
feet to the centerline of said 15.0 foot wide strip and the POINT OF
BEGINNING; THENCE South 01 degrees 15 minutes 24 seconds West, 54 48
feet to a curve concave to the Northeast having a radius of 50.00
feet; THENCE Southeasterly, 78.54 feet along said curve through a
central angle of 90 degrees 00 minutes 00 seconds and a chord bearing
South 43 degrees 44 minutes 36 seconds East 70.71 feet; THENCE South
88 degrees 44 minutes 36 seconds East, 34.37 feet; THENCE North 46
degrees 15 minutes 24 seconds East, 24.07 feet terminating at the West
right-of-way of Chicot Rood.
Conic. Pod \
S 88'44'37" E 22.73' \
X
CanC. I t VI
Pod
p
BoltVEI.Center
x
I ru 3 4
I
I N
TBAf x c `� 8a
295.75 Existing
Mono U o
Tower x, / ,n n� /
X -x-x-x-x-x� /
N 8844'37' W 30.00' /
( I
Grovel
I Road I
i /
I I I
I !I
I I u' 15'
15' I�QW
I _ i
INSET
LEASE AREA
(5/8 11111
.war
a
m
V
N
ry
MABELVALE CUTOFF
S 88'56'37" E 255.02'
105.04'
PLAT OF SURVEY
ALLTEL Mobile Communications, Inc.
Telecorp Chicot Road and Mabelvale Cutoff Col
Section 11, T -15-N, R -13-W
Pulaski County, Arkansas
40" MoPle ilIre
Aerial Power
125.5'
Utility
41,; IJ -r VVIyyIVL m
AREA: 4350 Sq. Ft./0.100
(PER DRAWING BY HOPE ENG
DRAWING BY HOK ENGINEERING)
A NE)A
. NEI �jW
PAR,
Utility Pole
w/Night Light
Right -of -Way
91.01
tion Cell Site
POINT OF COMMENCEMMENT
TIS R13W
- S2 S1
�Sll S12
CORNER REFERENCE' r i I
1. Reference Document J.
2. Reference Document 4.
�- J5.00'
COORDINATES AT
THE CENTER
OF AN EXISTING
TOWER:
NAD 27 Coordinates:
Latitude:
North 34'39'16.01"
w Longitude:
West 092'21'48.58"
116 NAD 83 Coordinates:
Latitude:
North 34'39'16.35"
Longitude:
West 092'21'49.13
NGVD 1929 Elevation:
�I
Ground:
294.5 feet
Pod
S 4477'
x E 22
Fx
Conic i r
Pod
a o I
S 88'44157' E
O
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Za
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Li t2
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ti.
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0
3
TELECORIP LEASE AREA I
AREA. 900 S.F./0.021 ACRES
(PER DRAWING BY HOPE ENGINEERING)
104.4'
POINT OF BEGINNING
TELECORP 30' X 30' LEASE AREA 1
_---__ N 8743'22" W 113.10---- -----�
I W w 1
I. � I
I � I
I i
k N I
I I Gas Riser
ll
NNE N `
1
Mc: 78.54'
Radius: 50.00'
Chord: S 43'44'36" E 70 71'
\ Central Angle: 9901
\ _
-� Grovel Surface Drive --"-
S 88'44'36" E 34.37'
N 8944'05' W 255.00'
a
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S 66'31'27" W 12 85
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48
REFERENCE DOCUMENTS
1. USGS BONO QUADRANGLE, ARKANSAS, CRAGHEAD CO., 7.5 Minute Series
(Topographic), 1980.
2. GLO Plot of Township 1 South, Range 13 West.
3. Warranty Deed 99001246.
4. Survey Plot of Telecorp Lease Area by Hope Engineering.
UTILITY INFORMATION
No attempt las 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 except as depicted on this survey plat. For information
regarding these utilities or facilities, please contact the
appropriate agencies or other surveys.
Arkansas One -Coll Center was Notified, Reference #1604676 for
Utility Locations. Utilities shown were Evidenced by Point Marks
On Ground.
Power Line:
Entergy Electric
1-800-368-3749
Telephone Line:
Southwestern Bell
1-800-499-7928
EASEMENTS ZONING AND LAND USE REGULATIONS
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 lines;
restrictive covenants; subdivision restrictions; zoning or other
land -use regulations, and arty other land -use regulations, and any
other facts which an accurate and current title search may
disclose.
BASIS OF POSITION AND HEIGHT
POSITION AND HEIGHT. TRIMBLE NAVIGATION PROXI w/OMNI DGPS
Temporary Bench Mark (TBM): Top of Bolt Southwest Bolt on Concrete
Pod N 30' W. 29 feet from the Southeast Corner of Subject Property
as depicted on this survey.
Elevation 295.75 feet, NGVD of 1929.
FLOOD INFORMATION
By graphic plotting only, the subject property is located within
Zone C of the National Flood Insurance Program, Federal Emergency
Management Agency, Flood Insurance Rale Map, kap Number 050046 0001 B
Effective Date: December 4, 1985.
Zone C denotes areas of minimal flooding outside 100 -year floodplain.
LAST DAY OF SURVEY
October 28, 1999
SURVEY AND PLAT
• hoflman•peurIII wsswaWs,ira.
land surveyors • consulting engineers
p.o. box 1226 - von buren, AR 72956
.,,,�•A tel.: (501) 474-7916 - fox: (501) 474-2450
HP JOB NO. 99082
HE JOB NO. 99-0076
CERTIFICATION
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 Divsion.
And that the coordinates Latitude and Longitude, forth American
of 1927 and North American Datum of 1983 expressed as degrees, minutes
and seconds of the center of an existing water tank and the ground
elevation National Geodetic Vertical Datum of 1929 expressed as feet
as depicted hereon are within the following accuracy tolerances:
Horizontal t 50 feet and Vertical t 20 feet.
vltltcU n W r,/r,
,.�\`�,pSTERF'''�, ,
STATE OF
ARKANSAS d
= 0 NO. 663
La_r _
vgC LAN�,���`
rrlr/lnIIItI0
Ivan L Hoffman, Jr.
Arkansas Registered Professional land Surveyor
Certificate No. 663
Hoffmon-Prieur h Associates. Inc.
320 O'Bryan Lane
Von Buren, Arkansas 72956
ARKANSAS SURVEY PLAT _CODING
Arkansas Geological Commission
Land Survey Division
File Code Number
500 -01S -13W-0-11-110-60-0663
• • •'
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