Z-6042-B Map 3J
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NOTES:
1. TYPE AND SIZES OF THE ANTENNA CABLES ARE BASED ON
ESTIMATED LENGTH, PRIOR TO ORDERING CABLE, CONTRACTOR TO F1
VERIFY ACTUAL LENGTH BASED ON CONSTRUCTION LAYOUT AND
NOTIFY ENGINEER IF ACTUAL LENGTH EXCEED ESTIMATED LENGTHS. 1901 i
0 O
2, AS -BUILT DRAWINGS TO BE COMPLETED BY FIELD ENGINEER WITH ACTUAL LENGTHS.
3. AZIMUTHS ARE ORIENTED CLOCKWISE FROM TRUE NORTH.
IRON PIPE -SW COR—
SE 1/4 SE 114- TIN 0+00 BASE LINE /-0+50 1 +00
R13W
FOUND IRON PIN /
5/8 I.P. I FOUND R/W MARKER
AHTD R/W
S 86'14 E � ,ti �
35.90'
TO 20" LINE ON
OAD " (52.30
ALLTEL
40'X60'
TEMPORARY SITE
BENCHARK CONC.---\
FLOW TUBE
& VAULT
i
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E
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r
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X�O/ 20 DUCTILE IRON T 7\\�0�4z
FSWB AERIAP PRIMARY&R E C0_GLENN (Sol*
) CV v
p �S> \ �/
S00' 41 ' 161WN#\0)
FIP 1.0' S. &� i 50.16'
10
0.3' E OF SET \
5/8" REBAR w/CAP �� f� BOG
(n
ANT TYPE
_ 00
CD
00
60
O
W 004
m
�I
o0
cl
v
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=
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FOUND CROSS TIE—II
SET 5/8" REBAR`
1A/ Ir, OP
do /
(N) UNDERGROUND
\ TELCO LINE a Q\<
\ (N) UNDERGROUND
POWER LINE
HEADWALL
W/FLAP GATE
CLE
\ - SELECTIVE (E) 6" CRUSHED STONE
- CLEARING SURFACING
151'-4"
PROPOSED 40' x 40' LEASE AREA
f 0
(E) 7' CHAIN LINK FENCE
O
- (N 04'45'00" E)
- PROPERTY LINE (430.00 )
150' S06'27'45"W
} y 430.52' v ti
SECTOR
ANT TYPE
COAX
SIZE
RAD
CENTER
AZIMUTH
EST. CAB.
LENGTH
RX TX
/
DOWN TILT
DEGREES
COLOR
CODE
JUMPER
SIZE
JUMPER
LENGTH
Al
DB98OH9OT2-M
1 5/8'
147'-0
0'
175'-O"±
RX
2'
RW
1/2"0
6 -0
A2
DB980H9OT2-M
1 5/8
147'-0"
0'
175'-O"±
TX
2'
RRY
1/2"0
6 -0
B 1
DB980H9OT2-M
1 5/8"
147'-0"
120
175'-0"t
RX
0-
BW
1/2"0
6'-0"
1 5/8"
147'-0"
120'
175'-0"f
TX
0'
BBY
1/2"0
6'-0"
B2
DB980H9OT2-M
1 5/8
147'-0"
240'
175'-O"±
RX
0'
GW
1/2"0
6'-0"
C1
DB980H9OT2-M
1 5/8"
147-0
240'
175'-0"f
TX
0'
GGY
1/2"0
6'-0"
C2
DB980H90T2-M
,0-
0
FOUND R/W MARKER
507 SELECTIVE
CLEARING—,
5�
6" CRUSHED STONE
SURFACING
FOUND IRON PIN
E PLS # 1026
ALTITUDE VALVE
& VAULT
GROU
^�X�v
10'
I o
I
o O
/
��E
0
a
B-1
GAL.
E RESERVOIR
-2
FOUND IRON PIN
N06'27'45_E PLS # 1026
- 40.000 R3'_2„ o
+ N
i rW
� �, �� of
o
z DIM Ot
0
_ _ _280_ '
� Y Y v 123.43
SITE BENCHMARK
FOUND IRON PIN – (N) 12' WIDE
PLS # 1026 ACCESS ROAD
ELEV. 460'
SITE PLAN
SCA, E: 1" = 20'-0"
0
SECTOR C
240° x--- 120
111INXIIIII
/SECTOR A
0°
120*
SECTOR B
120*
ANTENNA ORIENTATION
NOT TO SCALE
\�FIP
o
-_ 00
rr N O O
rn 00 _4 0
N p-)
°' � o
00 00 N
STA. # 15
111'-10" TANK #15
RECORDED: BOOK#1234 PAGE #367-372
PARCEL #03-7000-02
E) TWO 10' GATES PROPOSED 150' HIGH MONOPOLE
W/6 DB 980H9OT2-M ANTENNAS
2 ANTENNAS PER SECTOR
f ON 3 SECTORS
FI P
TELECORP
900 S. SHACKLEFORD
SUITE 600
LITTLE ROCK, AR 72211
OFFICE- (501) 312-2455
&I
GEM ENGINEERING COMPANY
10970 Stancliff
Houston, Texas 77099-4206
Phone(281) 561-9225
Fax (281) 561-9399
PROJECT NON LTR023D
DRAWN BY- JC
CHECKED BY- TA/HM
SUBMITTALS
DATE DESCRIPTION REV.
08-07-981 CONSTRUCTION FINAL
op
ARKANSAS p
� I
NAL
ENGINE R
No.
8 1 98 00�����
SCALE -
0 1/2 1 2
Iiiiiii!I I 1
GRAPHIC SCALE IN INCHES
LTR023D
COLONEL GLENN/
WATER LAND
COLONEL GLENN ROAD
AT 1-430
LITTLE ROCK,
ARKANSAS 72211
SHEET TITLE
SITE PLAN
SHEET NUMBER
A-1
SHEET 2 OF 8 SHEETS