HomeMy WebLinkAboutZ-4215-A Map 4p�.
50 0 50
GRAPHIC SCALE IN FEET
BASIS of BEARING
TRUE NORTH Based on Solar Observation
at Latitude N 34'43'11.9"
do Longitude W 09712'00'
on May 13, 1999
LEGEND
- X FENCE
• FOUND MONUMENT
• FOUND REBAR
a SET 1/2 -INCH REBAR
w/YELLOW CAP (LS1333)
--e- UTILITY POLE
-W- UTILITY POLE w/TRANSFORMER
UTILITY POLE w/NIGHT LIGHT
GUY DOWN ANCHOR
AERIAL POWER LINE
- T - AERIAL TELEPHONE LINE
• BORE HOLE w/NUMBER
x-250 CONTOUR LINE (2' Interval)
Datum: NAVO 88
EL. 249.5 ELEVATION IN FEET -
Datum: NAVD 88
FG FINISH GRADE
FG 250.4Q¢
REMOVE EXISTINGa
TREE
�00
(,
NEW POWER
POLE 00
s 8)'2,6'21" E
tp 45.89'
REMOVE APPROXIMATELY •- _ - FG 25LO.50.
36' OF, .EXISTING
FENCE. r nee 2 %37
INSTALL NEW 12' w _} • _ f \
WIDE DBL 6'-0" t
LEAF GATE IN
EXISTING FENCE.
o
FG 250,00 z -.-5.0- - - - 1n
EL 49.5
N 89'26�'1'3ZW 5.89El. 249.8
SUPPORT EXISINTING
FENCE (TYP.) iv °a°°°�
REROUTED
O.H. ELECTRICAL ELEVATION OF TOP OF
1 FOUNDATION SLAB FOR
UNOCCUPIED EQUIPMENT
SHELTER (12'x20')
EQUALS 251.00
ENLARGED COMPOUND PLAN
SCALE: 1 " = 20'
-'- EW
MONOPOLE
FG 250.25
CORNER REFERENCE Found Iron Bar at Northwest Comer of
Section 16, r -1-N, R -If -W of the Fifth Principal Meridian.
1. S 86' W (Mog.) J7.J' Set 600 Nail in Utility Pole.
'r 2. N 02' E (Mag.) 1170' Set 600 Nod in Utility Pole.
J. S 88' E (Mag.) 166.7' Set 600 Nail in Utility Pok.
r.
rr
Ir
11 Existing Bridge
1
t --- ---� Aerial Power Line
TIN R11W---- + *�_+ N 89.59'11" E 2220.78' FOURCHE PIKE AVENUE
S8 S9 S 89.59'11" W 4D663' �1 -1 - _ (Asphalt PAvement, 20' Wide)
r
S17 Sib
/0EN111248LE Po/NT
Centerline of Fourche Pike
Avenue ® Center Point of
Exisitng Bridge
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PROPOSED NEW I„
ROUTE FOR I'
O.H. ELECTRICAL
II
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48' Elm tree
(TRY) El. 251.54 1
SEE ENLARGED COMPOUND
PLAN THIS SHEET
S $9'26'21 " E 45.89' -
NEW POWER (11271
POLE
N 00.33'40" E 40.00'
REROUTED
OVERHEAD Gate
ELECTRICAL
NN
w
g
n
g
1.5
-w Ig %t 7efe. Ped. - - -
stormier
Tele. Ped. Fro N 89'3109 -12.00' -
Utility Pole (ryp.)- - (5/a) Nydmnt
(5/8) • Meter Meter
Guy Down Anchor (Typ.) (5/8) Meter 11�
Gravel Surface Z
Ci o
Existing Frorne
r Building (6' x 6i ' 1
w/Nlght Light
13.0 0
N
m n l0 2117' I
NI IN 1� h
PART OF LOT 9 w 11 4.10,
L.P. COLEMAN'S SUBDIVISIONI n 8-411-7 zo�Ex,st/ng
One -Story
b I I b j ccs •1 im Frame Bldg.
co; r�
+ zl rn I
Lam.-•-_../_"
1 I I
I ' I
a PROPOSED 12 -FOOT WIDE
0A +/Night Light ACCESS EASEMENT
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AREA 8540 Sq. Ft./0.196 Acres I I
CONTRACTOR TO
HAVE O.H. POWER
REROUTED AS SHOWN
/ Arc: 50.70'
T EXISTING LINE TO Radius: 394.70' Arc: 49.16'
BE REROUTED Chord: N 0326'12" W 50.67' Radius: 382.70'
Existing Central Angle: aT21'36" �I 1 1 -Chord: S 03'26'12" E 49.13'
Portable rConc. Pod ' 1� Central Angle: 07'21'36"
Metol Bldg 46.0' L
/ or--- - -- n, rGos Pumps
�. 1 Gas Tanks
o
3 ww cil s 'dL - i(Below Ground) r -S 07'07'00' E 48.97'
�� -,aria ng it EXISTING METAL N 07'07'00' W 48.97=-I 1
VENEER BUILDING 16_0_
N Z I ^I N
\ I 82.4' `'a"j +'/Night Light w/Night-Light w1%ght Light j
POINT OF BEGINNING Arc: 53.76' Arc: 68.76'
• 12 wide Acc. Esm t Rcdius• 56.00' Radius: 44.00'
r Arc: 87.51
56.0
?g \ Chord: S 61'56'21" E *00" Chord: N angle. 8' E 61.97'
`/� Radius: 56.00'
Centro! Angle: 55'00'00' Central Angle: 89'31'S3� / Chord: S 3T38'56' W 78.87
S 89'26'21" E N BT24'53.E 61� �' Central Angle: 89'31'53'
4_5.22'
X Existing Gravel Surface Road,
O 1h - - - 5 672453 'N 61 12' wide
O / N 89'26'27" W
LA 45.22' Arc: 49.06'
Arc: 4224' Radius: 345.08'
�y5ry,�0 Chord: N 86'29'16" E 49.02'
<_ Radius: 44.00' Central Angle: 08'08'46"
Chord: 5 61'56'21" E 40.63'
Central Angle: 55'00'00" Arc: 50.77'
_d- Radius: 357.08'
Arc: 5).76' Chord: S 86'29'16" W 50.73'
rV r� Radius: 56.00' Central Angle: 08'08'46"
rp p Chord: N 61'56'21" W 51.72'
CV O Central Angle: 55'00'00"
C 00 (n Arc. 42.24'
Radius: 44.00'
Z Chord: N 61'56'21" W 40.63'
Central Angle: 55'00'00"
i+c +/Night Light w/Night Light
1' W 435.00'
POINT OF COMMENCEMENT
Southeast Comer
Lot 9
L.P. Coleman's Subdivision
(v2)
w/Night Light
-1.3'
TIN R11W
1/4 5i6(
14.00'
Centerline of Pr000sed 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
(s/B )
-N 00'33'40' E 22.34'
(f/2)
NOTES:
1.) 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/pubic service
facility. For information regarding these utilities or facilities,
please contact the appropriate agencies or other surveys.
2.) Except as specifically slated 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 stitch 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 any other land -use regulations, and any
other facts which an accurate and current title search may
disclose.
3.) Boundary 4 Topographic data were taken from a sun% prepared by
Hoffman-Prieur R Associates, Inc. dated 5-24-99, x
4.) UTILITIES
Power Line
ENTERGY
1-800-368-3749
Telephone Line:
SOUTHWESTERN BELL
1-800-499-7928
5.) Basis of Height and Postion:
Position: National Geodetic Survey desigrwfion: Little Rock, Reset
Latitude: N34'44'47.24945' NAD 83
Longitude: W 09717'17.00630' PUD 83
Elevation in feet: 332.93 NAVD 88
Temporary Bench Mark (TBM): Set 600 Nail in South Face of 48' Elm,
Tree, N 06'06' E. 104. feet from the Northwest Comer of Subject
Property as depicted hereon.
! Devotion: 251.54 feet, NAVD of 1929.
g
d
ONE ALLIED DRIVE Little Rock, Arkansas 72202
Office: (501) 905-8500 Fax: (501) 905-6243
PROJECT: LITTLE ROCK AIRPORT, ARKANSAS
150' MONOPOLE
SHEET TRLE: SITE PLAN
DESIGNED BY: REVISIONS CELL SITE: /
DRAWN BY: HERITAGE MSA
CHECKED BY: WBW SHEET NO.
WORK ORDER NO. ''3
DATE: 27 MAY 99 1 FILENAME 99053C3 OF: 9