CONSTRUCTION PLANSINDEX OF SHEETS
SHEET DESCRIPTION
PROJECT INFORMATION
CODE COMPLIANCE
LOCATION MAP N
DRIVING DIRECTIONS CONTACT INFORMATION
SITE COORDINATES
REV
2305 NC HWY 87 S
CAMERON, NC 28326
(HARNETT COUNTY)
AT&T SITE #: 368-218
FA LOCATION CODE: 10017390
AT&T SITE NUMBER :
PROJECT DESCRIPTION:
TOWER TYPE:
SITE ADDRESS:
320' SELF-SUPPORT
JURISDICTION:
PRESENT
OCCUPANCY TYPE:
CURRENT ZONING:
PIN #:
RA
HARNETT COUNTY
T1 TITLE SHEET
N1 GENERAL NOTES
C1 TOWER ELEVATION & EXISTING ANTENNA LAYOUT
2
TELECOMMUNICATIONS
FACILITY
E1 ELECTRICAL NOTES
E2
GROUND ELEVATION:
LATITUDE:
LONGITUDE:
UTILITIES:
POWER COMPANY:
CONTACT:
PHONE:
METER # NEAR SITE:
TELEPHONE COMPANY:
CONTACT:
PHONE:
PHONE # NEAR SITE:
PEDESTAL # NEAR SITE:
NAME:
ADDRESS:
CITY, STATE, ZIP:CONTACT:
PHONE:
SITE NAME:
SITE ID:
TOWER ENGINEERING PROFESSIONALS326 TRYON ROADRALEIGH, NC 27603
KIMBERLY S. MARTIN, P.E.
(919) 661-6351
TOWER ENGINEERING PROFESSIONALS
326 TRYON ROAD
RALEIGH, NC 27603MARK S. QUAKENBUSH, P.E.
(919) 661-6351
HIGH PERFORMANCE SERVICES
111 EAST SAINT PETER STREET
CARENCRO, LA 70520
SARAH M. DOUCET(337) 565-2921
APPLICANT/LESSEE:
SITE PROJECT MANAGER:
CIVIL ENGINEER:
ELECTRICAL ENGINEER:
NAME:
ADDRESS:
CITY, STATE, ZIP:
CONTACT:PHONE:
TOWER OWNER:
NAME:ADDRESS:CITY, STATE, ZIP:
CONTACT:
PHONE:
NAME:
ADDRESS:
CITY, STATE, ZIP:
CONTACT:
PHONE:
NAME:
ADDRESS:
CITY, STATE, ZIP:
CONTACT:
PHONE:NOC #:
ALLTELCUSTOMER SREVICE
(800) 255-8351
(919) 776-5644
UNKNOWN
CENTRAL EMC
CUSTOMER SERVICE
(800) 446-7752
23 315 048
AT&T MOBILITY
GREENSBORO, NC 27455
KEN WELKER
(336) 549-9987
42960.110259
9575-86-9090.000
LTE 1xXMU UPGRADE
368-218
:
1
AMERICAN TOWER CORPORATION
3500 REGENCY PARKWAY, STE 100
CARY, NC 27518GREG CSAPO
(919) 749-6927
SPOUT SPRINGS NC1
21274
T-1 2
0 03-27-17 PRELIMINARY
April 10, 2017
ESA CSN
2002 PISGAH CHURCH RD, ST 300
2305 NC HWY 87 S
CAMERON, NC 28326
(HARNETT COUNTY)
*INFORMATION PROVIDED BY AT&T
TYPICAL LTE ONE-LINE DIAGRAM
TYPICAL LTE RISER DIAGRAME3
1 04-04-17 PRELIMINARY
2
2
2
2
2
2
2
LATEST EDITIONS OF THE FOLLOWING:
4.2014 NCEC
(NEC 2014 & NC ADDENDUM)
5.LOCAL BUILDING CODE
6.CITY/COUNTY ORDINANCES
1. NORTH CAROLINA BUILDING CODE
(2012 EDITION)
2. NORTH CAROLINA CODE COUNCIL
3. ANSI/TIA-222-G-2009
C1A EXISTING ANTENNA ORIENTATION
C2 EQUIPMENT LAYOUT
2C1BPROPOSED ANTENNA ORIENTATION
2C1CPROPOSED ANTENNA/CABLE SCHEDULE
(800) 638-2822
FROM RALEIGH: HEAD WEST ON E SOUTH ST TOWARD S SALISBURY ST. TAKE THE
1ST LEFT ONTO S SALISBURY ST. KEEP LEFT AT THE FORK. CONTINUE ONTO S
WILMINGTON ST. SLIGHT RIGHT ONTO US-401 S/FAYETTEVILLE RD. CONTINUE TO
FOLLOW US-401 S. TURN RIGHT ONTO N MAIN ST. TURN RIGHT ONTO N CAROLINA
27 W/W OLD RD. CONTINUE TO FOLLOW N CAROLINA 27 W. TURN LEFT ONTO
BUFFALO LAKE RD. TURN RIGHT ONTO N CAROLINA 87 N. SITE WILL BE ON THE
RIGHT.
$06/
APPENDICES
MOUNT MODIFICATIONS
2 04-10-17 CONSTRUCTION
April 10, 2017
2
42960.110259
AT&T #: 368-218
PRELIMINARY
April 10, 2017
2 04-10-17 CONSTRUCTION
1 04-04-17
CSN KSM
N-1
GENERAL
NOTES
GENERAL NOTES
NOTES:
2
42960.110259
AT&T #: 368-218
PRELIMINARY
April 10, 2017
2 04-10-17 CONSTRUCTION
1 04-04-17
C-1
TOWER ELEVATION &
EXISTING ANTENNA
LAYOUT
GMABSE
TOWER ELEVATION EXISTING ANTENNA ORIENTATION
GENERAL NOTES:
EXISTING ANTENNA/CABLE SCHEDULE
ANT.
MARK SECTOR EXISTING
TECH.
MANUFACTURER/
MODEL #
AZIMUTH
(TN)
RAD
CENTER
ELEC.
D-TILT
TMA
MODEL
COAX/
CABLE
SURGE
PROTECTION
RRU
MODEL
2
42960.110259
AT&T #: 368-218
PRELIMINARY
April 10, 2017
2 04-10-17 CONSTRUCTION
1 04-04-17
C-1A
EXISTING
ANTENNA/CABLE
SCHEDULE
GMABSE
EXISTING ANTENNA/CABLE SCHEDULE
NOTE:
x
x
2
42960.110259
AT&T #: 368-218
PRELIMINARY
April 10, 2017
2 04-10-17 CONSTRUCTION
1 04-04-17
C-1B
PROPOSED
ANTENNA
ORIENTATION
GMABSE
PROPOSED ANTENNA ORIENTATION
GENERAL NOTES:
PROPOSED ANTENNA/CABLE SCHEDULE
ANT.
MARK SECTOR TECH.MANUFACTURER/
MODEL #
AZIMUTH
(TN)
RAD
CENTER
ELEC.
D-TILT
TMA
MODEL
COAX/
CABLE
SURGE
PROTECTION
RRU
MODEL
EXISTING/
PROPOSED
CABLE
LENGTH
2
42960.110259
AT&T #: 368-218
PRELIMINARY
April 10, 2017
2 04-10-17 CONSTRUCTION
1 04-04-17
C-1C
PROPOSED
ANTENNA/CABLE
SCHEDULE
GMABSE
PROPOSED ANTENNA/CABLE SCHEDULE
NOTES:xxxx
2
42
9
6
0
.
1
1
0
2
5
9
AT
&
T
#
:
3
6
8
-
2
1
8
PR
E
L
I
M
I
N
A
R
Y
Ap
r
i
l
1
0
,
2
0
1
7
2
04
-
1
0
-
1
7
CO
N
S
T
R
U
C
T
I
O
N
1
04
-
0
4
-
1
7
C-
2
EQ
U
I
P
M
E
N
T
P
L
A
N
EXISTING EQUIPMENT LAYOUT
BS
E
KS
M
CODES:
TESTING:
GUARANTEE:
UTILITY CO-ORDINATION:
EXAMINATION OF SITE:
CUTTING, PATCHING AND EXCAVATION:
SCOPE:
CONDUCTORS:
GROUNDING:
UL COMPLIANCE:
EXTERIOR CONDUIT:
EQUIPMENT:
RACEWAYS / CONDUITS GENERAL:
ABBREVIATIONS AND LEGEND
INTERIOR CONDUIT:
RCL CSN
E-1
ELECTRICAL
NOTES
2
42960.110259
AT&T #: 368-218
PRELIMINARY
April 10, 2017
2 04-10-17 CONSTRUCTION
1 04-04-17
CONDUIT REMARKSCABLEMARK
*CABLE AND CONDUIT SCHEDULEGENERAL NOTES:ELECTRICAL SCOPE:
x
x
x
x
TYPICAL LTE
ONE-LINE DIAGRAM
E-2TYPICAL LTE ONE-LINE DIAGRAM
AAK BSE
2
42960.110259
AT&T #: 368-218
PRELIMINARY
April 10, 2017
2 04-10-17 CONSTRUCTION
1 04-04-17
TY
P
I
C
A
L
L
T
E
RI
S
E
R
D
I
A
G
R
A
M
E-
3
TYPICAL CABLE AND GROUNDING RISER DIAGRAM
2
42
9
6
0
.
1
1
0
2
5
9
AT
&
T
#
:
3
6
8
-
2
1
8
PR
E
L
I
M
I
N
A
R
Y
Ap
r
i
l
1
0
,
2
0
1
7
2
04
-
1
0
-
1
7
CO
N
S
T
R
U
C
T
I
O
N
1
04
-
0
4
-
1
7
AA
K
BS
E
TY
P
I
C
A
L
R
F
R
I
S
E
R
D
I
A
G
R
A
M
CL
S
MA
55
1
0
5
-
3
6
8
-
2
1
8
-
0
1
-
M
A
55
1
0
5
-
3
6
8
-
2
1
8
-
N
S
P
O
U
T
S
P
R
I
N
G
S
H
W
Y
8
7
Pr
o
p
o
s
e
d
M
o
d
i
f
i
c
a
t
i
o
n
s
-
I
s
o
m
e
t
r
i
c
V
i
e
w
SK
-
1
Fe
b
2
3
,
2
0
1
7
a
t
6
:
0
1
P
M
55
1
0
5
-
3
6
8
-
2
1
8
-
0
1
-
M
A
.
r
3
d
Y
X
Z
En
v
e
l
o
p
e
O
n
l
y
S
o
l
u
t
i
o
n
24
"
(
T
Y
P
)
24
"
(
T
Y
P
)
Po
s
i
t
i
o
n
(
1
)
Po
s
i
t
i
o
n
(
3
)
Mo
v
e
e
q
u
i
p
m
e
n
t
f
r
o
m
P
o
s
i
t
i
o
n
(
1
)
an
d
i
n
s
t
a
l
l
a
t
P
o
s
i
t
i
o
n
(
3
)
f
o
r
a
l
l
se
c
t
o
r
s
.
CL
S
MA
55
1
0
5
-
3
6
8
-
2
1
8
-
0
1
-
M
A
55
1
0
5
-
3
6
8
-
2
1
8
-
N
S
P
O
U
T
S
P
R
I
N
G
S
H
W
Y
8
7
Pr
o
p
o
s
e
d
M
o
d
i
f
i
c
a
t
i
o
n
s
-
P
l
a
n
V
i
e
w
SK
-
2
Fe
b
2
3
,
2
0
1
7
a
t
5
:
5
8
P
M
55
1
0
5
-
3
6
8
-
2
1
8
-
0
1
-
M
A
.
r
3
d
Y
X
Z
En
v
e
l
o
p
e
O
n
l
y
S
o
l
u
t
i
o
n
24
"
(
T
Y
P
)
24
"
(
T
Y
P
)
Re
m
o
v
e
(
1
)
e
x
i
s
t
i
n
g
s
t
i
f
f
a
r
m
a
n
d
i
n
s
t
a
l
l
(
2
)
n
e
w
Si
t
e
P
r
o
1
S
T
K
-
U
S
e
c
t
o
r
F
r
a
m
e
S
t
i
f
f
A
r
m
K
i
t
s
p
e
r
se
c
t
o
r
.
A
t
t
a
c
h
t
o
e
x
i
s
t
i
n
g
s
e
c
t
o
r
f
r
a
m
e
h
o
r
i
z
o
n
t
a
l
pi
p
e
s
w
i
t
h
S
i
t
e
P
r
o
1
P
U
C
K
i
n
l
i
e
u
o
f
c
r
o
s
s
o
v
e
r
pl
a
t
e
p
r
o
v
i
d
e
d
i
n
s
t
a
n
d
a
r
d
k
i
t
.
DE
T
A
I
L
A
DETAIL B
DE
S
C
R
I
P
T
I
O
N
DR
A
W
I
N
G
U
S
A
G
E
C
H
E
C
K
E
D
B
Y
EN
G
.
A
P
P
R
O
V
A
L
DR
A
W
N
B
Y
DWG. NO.
CP
D
N
O
.
KC
8
1 OF 1
CE
K
2
/
1
8
/
2
0
1
3
8/
1
6
/
2
0
1
2
STK-U
SE
C
T
O
R
F
R
A
M
E
ST
I
F
F
A
R
M
K
I
T
46
4
7
CU
S
T
O
M
E
R
STK-U
CL
A
S
S
S
U
B
PART NO.
81
0
2
PAGE
TO
L
E
R
A
N
C
E
S
O
N
D
I
M
E
N
S
I
O
N
S
,
U
N
L
E
S
S
O
T
H
E
R
W
I
S
E
N
O
T
E
D
A
R
E
:
SA
W
E
D
,
S
H
E
A
R
E
D
A
N
D
G
A
S
C
U
T
E
D
G
E
S
(±
0
.
0
3
0
"
)
DR
I
L
L
E
D
A
N
D
G
A
S
C
U
T
H
O
L
E
S
(±
0
.
0
3
0
"
)
-
N
O
C
O
N
I
N
G
O
F
H
O
L
E
S
LA
S
E
R
C
U
T
E
D
G
E
S
A
N
D
H
O
L
E
S
(±
0
.
0
1
0
"
)
-
N
O
C
O
N
I
N
G
O
F
H
O
L
E
S
BE
N
D
S
A
R
E
±
1
/
2
D
E
G
R
E
E
AL
L
O
T
H
E
R
M
A
C
H
I
N
I
N
G
(±
0
.
0
3
0
"
)
AL
L
O
T
H
E
R
A
S
S
E
M
B
L
Y
(±
0
.
0
6
0
"
)
TO
L
E
R
A
N
C
E
N
O
T
E
S
PR
O
P
R
I
E
T
A
R
Y
N
O
T
E
:
TH
E
D
A
T
A
A
N
D
T
E
C
H
N
I
Q
U
E
S
C
O
N
T
A
I
N
E
D
I
N
T
H
I
S
D
R
A
W
I
N
G
A
R
E
P
R
O
P
R
I
E
T
A
R
Y
I
N
F
O
R
M
A
T
I
O
N
O
F
V
A
L
M
O
N
T
IN
D
U
S
T
R
I
E
S
A
N
D
C
O
N
S
I
D
E
R
E
D
A
T
R
A
D
E
S
E
C
R
E
T
.
A
N
Y
U
S
E
O
R
D
I
S
C
L
O
S
U
R
E
W
I
T
H
O
U
T
T
H
E
C
O
N
S
E
N
T
O
F
VA
L
M
O
N
T
I
N
D
U
S
T
R
I
E
S
I
S
S
T
R
I
C
T
L
Y
P
R
O
H
I
B
I
T
E
D
.
Engineering Support Team: 1-888-753-7446 valmontLocations:New York, NYAtlanta, GA Los Angeles, CAPlymouth, INSalem, ORDallas, TX
A
PA
R
T
S
L
I
S
T
NET WT.UNIT WT.LENGTH
PA
R
T
D
E
S
C
R
I
P
T
I
O
N
PA
R
T
N
O
.
QT
Y
IT
E
M
1.391.392 1/2 in
ST
I
F
F
A
R
M
A
N
G
L
E
B
R
A
C
K
E
T
X-
S
T
A
3
1
1
2.741.37
ST
I
F
F
A
R
M
C
H
A
N
N
E
L
B
R
A
C
K
E
T
X-
S
T
U
2
2
6.453.23
1/
2
"
x
1
0
"
T
H
R
E
A
D
E
D
R
O
D
(
H
D
G
.
)
G1
2
R
-
1
0
2
3
0.150.151 1/2 in
1/2
'
'
x
1
-
1
/
2
"
H
D
G
H
E
X
B
O
L
T
G
R
5
G1
2
1
1
2
1
4
0.430.223 in
1/2
"
x
3
"
H
D
G
H
E
X
B
O
L
T
G
R
5
F
U
L
L
T
H
R
E
A
D
G1
2
0
3
2
5
0.210.01
1/2
"
H
D
G
L
O
C
K
W
A
S
H
E
R
G1
2
L
W
15
6
0.580.03
1/
2
"
H
D
G
U
S
S
F
L
A
T
W
A
S
H
E
R
G1
2
F
W
17
7
1.070.07
1/
2
'
'
H
D
G
H
E
A
V
Y
2
H
H
E
X
N
U
T
G1
2
N
U
T
15
8
0.250.251 1/2 in
5/
8
'
'
x
1
-
1
/
2
"
H
D
G
B
O
L
T
G5
8
1
1
2
1
9
0.030.03
5/8
"
H
D
G
L
O
C
K
W
A
S
H
E
R
G5
8
L
W
1
10
0.130.13
5/
8
'
'
H
D
G
H
E
A
V
Y
2
H
H
E
X
N
U
T
G5
8
N
U
T
1
11
3.713.71
CR
O
S
S
O
V
E
R
P
L
A
T
E
2
-
3
/
8
"
X
2
-
3
/
8
"
SC
X
1
1
12
2.630.66
1/
2
"
X
2
-
1
/
2
"
X
4
-
1
/
2
"
X
2
"
U
-
B
O
L
T
(
H
D
G
.
)
X-
U
B
1
2
1
2
4
13
48.0648.06150 in
2-
3
/
8
"
O
D
X
1
5
0
"
S
C
H
4
0
G
A
L
V
A
N
I
Z
E
D
P
I
P
E
P2
1
5
0
1
14
0.650.65
4-
1
/
1
6
"
C
L
A
M
P
H
A
L
F
,
1
/
4
"
T
H
K
.
AC
P
1
15
0.770.77
ST
I
F
F
A
R
M
M
O
U
N
T
C
L
A
M
P
SA
M
1
16
B
TOTAL WT. #63.79 13 7 6 8
13768
14
14
2
2
4
7
6
8
9
10
11 16
15
5
7
6
8
3
7
6
8
12
X2
X2
X2
X2
X2 X2 X2
X2 X2 X2
1
SE
C
T
O
R
F
R
A
M
E
W
E
L
D
M
E
N
T
PU
R
C
H
A
S
E
D
S
E
P
A
R
A
T
E
L
Y
AN
G
L
E
O
R
P
I
P
E
TO
W
E
R
L
E
G
2-3/8" DIA. SECTOR FRAME PIPE
AN
G
L
E
O
R
P
I
P
E
TO
W
E
R
L
E
G
PA
R
T
S
L
I
S
T
NET WT.UNIT WT.LENGTH
PA
R
T
D
E
S
C
R
I
P
T
I
O
N
PA
R
T
N
O
.
QT
Y
IT
E
M
2.482.48
FL
A
T
D
I
S
K
C
L
A
M
P
P
L
A
T
E
4
"
C
E
N
T
E
R
S
(
G
A
L
V
A
N
I
Z
E
D
)
X-
1
2
7
5
9
4
1
1
1.830.91
CL
A
M
P
(
S
)
(
4
"
V
-
C
L
A
M
P
)
G
A
L
V
A
N
I
Z
E
D
X-
1
0
0
0
6
4
2
2
0.820.416 1/2 in
1/
2
'
'
x
6
-
1
/
2
"
H
D
G
H
E
X
B
O
L
T
G
R
5
F
U
L
L
T
H
R
E
A
D
G1
2
0
6
5
2
3
0.540.274 in
1/
2
'
'
x
4
"
H
D
G
H
E
X
B
O
L
T
G
R
5
F
U
L
L
T
H
R
E
A
D
G1
2
0
4
2
4
0.140.03
1/
2
"
H
D
G
U
S
S
F
L
A
T
W
A
S
H
E
R
G1
2
F
W
4
5
0.060.01
1/
2
"
H
D
G
L
O
C
K
W
A
S
H
E
R
G1
2
L
W
4
6
0.290.07
1/
2
'
'
H
D
G
H
E
A
V
Y
2
H
H
E
X
N
U
T
G1
2
N
U
T
4
7
DE
S
C
R
I
P
T
I
O
N
DR
A
W
I
N
G
U
S
A
G
E
C
H
E
C
K
E
D
B
Y
EN
G
.
A
P
P
R
O
V
A
L
DR
A
W
N
B
Y
DWG. NO.
CP
D
N
O
.
CE
K
1 OF 1
BM
C
9
/
1
/
2
0
1
0
8/
3
0
/
2
0
1
0
PUCK
AD
J
U
S
T
A
B
L
E
C
L
A
M
P
P
L
A
T
E
TI
E
-
B
A
C
K
A
S
S
E
M
B
L
Y
CU
S
T
O
M
E
R
PUCK
CL
A
S
S
S
U
B
PART NO.
81
0
1
PAGE
TO
L
E
R
A
N
C
E
S
O
N
D
I
M
E
N
S
I
O
N
S
,
U
N
L
E
S
S
O
T
H
E
R
W
I
S
E
N
O
T
E
D
A
R
E
:
SA
W
E
D
,
S
H
E
A
R
E
D
A
N
D
G
A
S
C
U
T
E
D
G
E
S
(±
0
.
0
3
0
"
)
DR
I
L
L
E
D
A
N
D
G
A
S
C
U
T
H
O
L
E
S
(±
0
.
0
3
0
"
)
-
N
O
C
O
N
I
N
G
O
F
H
O
L
E
S
LA
S
E
R
C
U
T
E
D
G
E
S
A
N
D
H
O
L
E
S
(±
0
.
0
1
0
"
)
-
N
O
C
O
N
I
N
G
O
F
H
O
L
E
S
BE
N
D
S
A
R
E
±
1
/
2
D
E
G
R
E
E
AL
L
O
T
H
E
R
M
A
C
H
I
N
I
N
G
(±
0
.
0
3
0
"
)
AL
L
O
T
H
E
R
A
S
S
E
M
B
L
Y
(±
0
.
0
6
0
"
)
TO
L
E
R
A
N
C
E
N
O
T
E
S
PR
O
P
R
I
E
T
A
R
Y
N
O
T
E
:
TH
E
D
A
T
A
A
N
D
T
E
C
H
N
I
Q
U
E
S
C
O
N
T
A
I
N
E
D
I
N
T
H
I
S
D
R
A
W
I
N
G
A
R
E
P
R
O
P
R
I
E
T
A
R
Y
I
N
F
O
R
M
A
T
I
O
N
O
F
V
A
L
M
O
N
T
IN
D
U
S
T
R
I
E
S
A
N
D
C
O
N
S
I
D
E
R
E
D
A
T
R
A
D
E
S
E
C
R
E
T
.
A
N
Y
U
S
E
O
R
D
I
S
C
L
O
S
U
R
E
W
I
T
H
O
U
T
T
H
E
C
O
N
S
E
N
T
O
F
VA
L
M
O
N
T
I
N
D
U
S
T
R
I
E
S
I
S
S
T
R
I
C
T
L
Y
P
R
O
H
I
B
I
T
E
D
.
Engineering Support Team: 1-888-753-7446 valmontLocations:New York, NYAtlanta, GA Los Angeles, CAPlymouth, INSalem, ORDallas, TXTOTAL WT. #6.16
2
1
2
4765
3
7
6
5