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VICINITY MAP I "=5000'
Know what's below.
Call before you dig.
CONSULTANT TEAM
ARCHITECT
AMERICAN TOWER CORPORATION
1898 LELAND DRIVE SUITE A
MARIETTA, GA 30067
PHONE: 678-265-6705
FAX: 678-265-6781
CONTACT: JAMES JUSTICE
A & E MANAGER
APPLICANT:
CRICKET COMMUNICATIONS, INC.
10307 PACIFIC CENTER DR
SAN DIEGO, CA 9212 1
ZONING & BUILDING PERMIT'
BUILDING PERMIT CONTACT/AGENT.
WILLIAM MCELWAINE
PHONE: 412-867-5637
LANDLORD:
AMERICAN TOWER CORPORATION
10 PRESIDENTIAL WAY
WOBURN ' MA 0 1801
PHONE: 781-926-4500
FAX: 781-9264555
GROUND OWNER:
REED FAMILY LIMITED PARTNERSHIP
201 SOUTH VICTORY STREET
LITTLE ROCK AR 72201
ELECTRIC
ENTERGY
PHONE: 800-368-3749
TELCO
AT&T
PHONE: 800-331-0500
THIS FACILITY SHALL ME ET OR r7EED ALL
�RY REQUIREME=
0
cTicKe7L
0 0
communications, INC
SITE NAME:
LIT -595
SITE NUMBER:
LIT -595
ATC SITE NUMBER:
300297
NEW EQUIPMENT AND NEW ANTENNAS ON AN EXISTING
174'VALMONT MONOPOLE
PROJECT SUMMARY
ATC SITE NAME:
CAPITOL AR 6
LITTLE ROCK AR 72202-3414
PULASKI COUNTY
PARCEL ID: T- I -N, R- I 2-W
ZONING JURISDICTION: CITY OF LITTLE ROCK
ZONING CLASSIFICATION: 1-2 PLANNED DEVELOPMENT
DISTRICT
LAT. 34* 44'33.3'N
LON. 92* 18'6 8"W
GROUND ELEVATION: 299'AMSL
USE: TELECOMMUNICATION FACILITY
BUILDING CODE & STANDARDS:
2008 NATIONAL ELECTRIC CODE
2006 INTERNATIONAL BUILDING CODE
2007 ARKANSAS FIRE PREVENTION CODE
EXISTING TOWER WITH NEW ANTENNAS ARE
ADEQUATELY DESIGNED TO RESIST WIND LOADS IN
ACCORDANCE WITH TIA/E[A-222-F, AS REQUIRED BY
OBCC 3108.4
TELECOMMUNICATIONS INDUSTRY ASSOCIATION
TIPVEIA-222-F, STRUCTURAL STANDARDS FOR STEEL
ANTENNA TOWER AND ANTENNA SUPPORTING
STRUCTURES.
PROJECT NOTES:
1. THE FACILITY IS UNMANNED.
2 A TECHNICIAN WILL VISIT THE SITE APPROXIMATELY ONCE
A MONTH FOR ROUTINE INSPECTION AND MAINTENANCE.
3. THE PROJECT WILL NOT RESULT IN ANY SIGNIFICANT LAND
DISTURBANCE OR EFFECT OF STORM WATER DRAINAGE.
4. NO SANITARY SEWER, POTABLE WATER OR TRASH DISPOSAL
IS REQUIRED.
5. HANDICAP ACCESS IS NOT REQUIRED.
APPROVALS
CRIcKErR.FMGR KENFLEMING
EMAIL AND PHONE:
DATE
CRicKET NErop. SCOTT BRAMLETT
EMAIL AND PHONE:
DATE
CRICKET CONST. GREG POWERS
EMAIL AND PHONE:
DATE
CRICKET SITE RON NALL
DEV. MGR. EMAIL AND PHONE:
REV
DATE
PROPERTY fSIGN & PRINT�
OWNER EMAIL AND PHONE:
T -I
DATE
PLANNING I SIGN & PRJNTJ
5-10-2012
EMAIL AND PHONE:
DATE
THE FOLLOWING PARTIES HEREBYAPPROVE AND ACCEPT THESE DOCUMENTS AND AUTHORIZE THE
CONTRACTOR TO PROCEED WITH THE CONSTRUCTION DESCRIBED HEREIN. ALL DOCUMENTS ARE SUBJECT
TO REVIEW BY THE LOCAL BUILDING DEPARTMENT AND MAY IMPOSE CHANGES OR MODIFICATIONS.
DRIVING DIRECTIONS
FROM 1-630 IN LITTLE ROCK TAKE EXIT 3 A (WOODROW ST) AND GO SOUTH, GO 0.3 MILES TO 12TH ST
AND TURN LEFT. GO 0.3 MILES TO THAYER ST AND TURN LEFT� FOLLOW 0,2 MILES AND TURN LEFT INTO
SITE (WAREHOUSE ON LEIFT MARKS THE TURN).
%V UoloJ Ave
W -61h St
V1 -Wo
T�—
.12 T
W --7th
3A
0
-W 9th St rsflry
W loth St
iE W 10ih St
W 11th St W llth St
—0
0 W 12th St -
D
Ft W 13th St
LOCAL MAP
AoMINISTR&T
_IVELY
By Fk�nnlng DeV010PITIOnt Staff
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ATC TOWER SERVICES, INC
8505 FREEPORT PARKWAY
SUITE 135
IRVING, TX 75063
1972) 999-8900 Tel.
(972) 999-8940 Fax
NYSEAMT
CUSTOMER SITE NUMBER:
LIT -595
CUSTOMER SITE NAME:
LIT -595
ATC SITE NUMBER:
300297
S[TEADDRESS:
2515 MARYLAND
LITTLE ROCK, AR 72202-3414
LICENS160-
No. 7784
sq
R
W,;,; �i,�
STAMP HERE:
rDRAWN 'BY. CDL
CHECKED BY: SAE
W
DATE DRAWN: 5-1-2012
JOB NO: 493457K3
SHEETTITLE
TITLE SHEET,
VICINITY MAP
AND GENERAL
INFORMATION
SHEET NUMBER: REV. #
T- I 1 0
PROJECT DESCRIPTION
THE PROPOSED PROJECT INCLUDES:
ATTACHED (3) NEW ANTENNAS TO FACE OF TOWER AT 160-
INSTAU- POWER AND TELCO UTILITIES.
INSTALL NEW GROUNDING SYSTEM.
DRAWING INDEX
SHEET
SHEETTITLE
REV
DATE
BY
T -I
TITLE SHEEF, VICINITY MAP AND GENERAL
INFORMATION
0
5-10-2012
JL
A-)
ENLARGED SITE PLAN
0
5-8-2012
MP
A -]A
OVERALL SITE PLAN
0
5-10-2012
JL
A-2
TOWER ELEVATIONS AND COAX CONFIGURATION
DETAILS
0
5-10-2012
JIL
A-3
EOUIPMEi\rr LAYOUT AND GPS DETAIL
0
5-8-2012
MP
A-4
CABINET COAX CONFIGURATION AND ANTENNA
MOUNT DETAILS
0
5-8-2012
MP
A-5
POWER AND TELCO LAYOUT
0
5-1-2012
CDL
A-6
COAX AND ANTENNA DETAILS
0
5-8-2012
MP
EN -1
ELECTRICAL NOTES
0
5-1-2012
CDL
E-1
ELECTRICAL DETAILS
0
5-1-2012
CDL
G-1
GROUNDING PLAN AND NOTES
5-8-2012
MP
G-2
GROUNDING DETAILS
0
5-8-2012
IMP
GN -1j
GENERAL NOTES 1
0
5-1-2012
CDL
A �OTES 2
0
1 2012
CDL
GN -3
GENERAL NOTES 3
0
5-1-2012
CDL
GENERAL DRAWING SUPPLEMENT
I
Copyright Q 2012 American Tower Corporation, All rights reserved.
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AM RW
ATC TOWER SERVICES, INC
8505 FREEPORT PARKWAY
SUITE 135
IRVING, TX 75063
1972) 999-8900 Tel.
(972) 999-8940 Fax
NYSEAMT
CUSTOMER SITE NUMBER:
LIT -595
CUSTOMER SITE NAME:
LIT -595
ATC SITE NUMBER:
300297
S[TEADDRESS:
2515 MARYLAND
LITTLE ROCK, AR 72202-3414
LICENS160-
No. 7784
sq
R
W,;,; �i,�
STAMP HERE:
rDRAWN 'BY. CDL
CHECKED BY: SAE
W
DATE DRAWN: 5-1-2012
JOB NO: 493457K3
SHEETTITLE
TITLE SHEET,
VICINITY MAP
AND GENERAL
INFORMATION
SHEET NUMBER: REV. #
T- I 1 0
COMPOUND VIEW
FINAL POWER AND TELCO ROUTING TO BE
DETERMINED IN FIELD AND APPROVED BY
ATC SITE SUPERVISOR
I CIVIL LEGEND: I
(DPROPOSED CRICKET I o' -o' x 15'-0' LEASE AREA
@EXISTING VACANT 9'-0- x 13'-O'CONCRETE PAD
(2)PROPOSED CRICKET BTS CABINETS
(DPROPOSED CRICKET PPc/TPc CABINET ON 6'-()- H -FRAME
(DEXISTING 14--0- LONG ICEBRIDGE
75'-O'LEASEAREA
-4'
4--5- 12'-0
GATE SLIDING
GATE
5- 3 -
PROPOSED CRICKET
TO UTILIZE EXISTING
9'X 13'CONCRETE
PAD WITHIN
101-0, X 15-0,
LEASEAREA
FNI
EXISTING
MONOPOLE
EXISTING
12'X 18'
SHELTER &
GROUND
x SPACE
M
m /GRAVEL �E X
I SURFACE
CHAIN LINK
EXISTING 9'
FENCE WITH
x EXISTING CABINETT x BARBED WIRE
X
—c—o
B'WOODEN PRIVACY FENCE
PER ZONING REQUIREMENTS
63'-0'
75-0"
Q���
LEGEND
X X CHAIN LINK FENCE
PROPERTY LINE
LEASEAREA
— OHT/OHP OVERHEAD TELEPHONE/
OVERHEAD POWER
UNDERGROUND UTILITY LINES
UTILITY EASEMENT
SCALE: ;'-20'-O'(IIX171
— 10'- 0'(24X36)
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ATC TOWER SERVICES, INC.
8505 FREEPORT PARKWAY
SUITE 135
IRVING, TX 75063
1972) 999-8900 Tel.
(972) 999-8940 Fax
NYSEAMT
CUSTOMER SITE NUMBER:
LIT -595
CUSTOMER SITE NAME:
LIT -595
ATC SITE NUMBER:
300297
SITE ADDRESS:
2515 MARYLAND
LITTLE ROCK, AR 72202-3414
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11-r-SSIONAL
GINEER
No. 7784
Q [his crocu
STAMP HERE:
DRAWNBY.' CDL
CHECKED BY.' SAE
DATE DRAWN: 5-1-2012
JOS NO: 493457K3
SHEE'r-nTLE.'
ENLARGED
SITE PLAN
SHEE7 NUMBER: V '4
A- I I r"O
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EXISTING ATC
COMPOUND
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ATC TOWER SERVICES, INC.
8505 FREEPORT PARKWAY
SUITE 135
1 RVI NG, TX 75063
1972) 999-8900 Tel.
(972) 999-8940 Fax
NYSE AMT
CUSTOMER SITE NUMBER:
LIT -595
CUSTOMER SITE NAME:
LIT -595
ATC SITE NUMBER:
300297
SITE ADDRESS:
2515 MARYLAND
LITTLE ROCK, AR 72202-3414
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STAMP
DRAWN BY: COIL
BY: SAE
ICHECKED
DATE DRAWN: 5-1-2012
JO 8 NO: 493457K3
SHEET TITLE:
OVERALL
SITE PLAN
SHEET NUMBER:
REV. #
A -1A
1 0
TOP OF EXISTING MONOPOLE
Af% TOWER
-910—ELE9. ff��-O-A-dL7
NOTE:
• IT IS THE CONTRACTORS RESPONSIBILITY TO
CONFIRM WITH AMERICAN TOWER PROJECT
MANAGER (LISTED ON THE T-1 PAGE) THATTHEY
HAVE THE MOST RECENT VERSION OF THE
STRUCTURAL ANALYSIS BEFORE COMMENCING
WORK.
• ALL COAX, ANTENNAS AND MOUNTS TO BE
INSTALLED PER THE LATEST INFORMATION ON
FILE WITH THE AMERICAN TOWER ENGINEERING
DEPARTM ENT.
Ln
PROPOSED CRICKETH-FRAME
UTILITY RACK
CRICKET TO UTILIZE EXISTING
ICE BRIDGE W/ PROPOSED CRICKET GPS
PROPOSED CRICKET
EQUIPMENT
EXISTING CONCRETE PAD
EXISTING CHAIN
LINK FENCE
o-TOWEER ELEVATION
s ���
NOTE: T TO SCALE
ANTENNA MOUNT.
MC-RM306G-3
ELEVATION 172'-O'A.G.L
PROPOSED (3) CRICKET ANTENNAS AND
(3) FUTURE ANTENNAS
W:TH RAD CENTER@ I 60'A,G.L
—W TH AZIMUTHS iT. 14 VANO 240'
lip
ELEVATION 146'-O"A-G.L.
EXISTING EQUIPMENT
NOT SHOWN FOR
CLARITY
EXISTING
SHELTER
M
(1) CMA-RET/ASBT 7 -SMART SIAS T-1 @ BTS -(MALE AISG) ON ALPHA RX Y/W
(1) CMA-RET/ASBT2-SMART BIAS T-1 @ ANTENNA -(FEMALE AISG) ON ALPHA rZX Y1W WITH (1) 3 M AISG CABLE - BIAS TTO ANTENNA
(2) CMA-RET/ACS-AISG JUMPER CABLES I O -METER (1) ALPHA TO BETA , (1) BETA TO GAMMA
YELLOW/ORANGE
CHECKED BY:
(TXI/RXII
DATE DRAWN:
I
I
YELLOW/WHITE
u
[RX21
N
SR
<
------ rr—
EXISTING (IS) I
COAXCA
NINN,
;:� in
oA 4 TIENNA ORIENTATION
, �INE- Ti
LE NO TO SCALE
�z? s
0+
00+ott
NOTES:
1. APPROXIMATE LENGTH OF (1) COAX RUN = APPROX. LENGTH
OF ICEBRIDGE + ANTENNA MOUNTING HEIGHT + 20'
2. CON`rRACrOR SHALL VERIFY THE DOWNTILT OF EACH
ANTENNA WITH A DIGITAL LEVEL
3. CONTRACTOR TO CONFIRM COAX COLOR CODING PRIOR TO
CONSTRUCTION.
4- COLOR BANDING SHALL BE 2'WIDE ON THE MAIN LINE (5
WRAP MIN.). SPACING TO BE I - BETWEEN COLORS. COLOR
HAND ON JUMPERS I'WIDE WITH I'SPACE. START COLOR
BANDS 2"BEYOND WEATHERPROOFING. START SECTOR COLOR
NEXTTO END CONNECTOR
PROPOSED (6) 1 5/8 -
CRICKET COAX CABLES TO
BE INSTALLED AS SHOWN
c �COAX CONFIGURATION
s 0 SCALE
330 30
129
2
MAGNETIC DECLINATION
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ATC TOWER SERVICES, INC
8505 FREEPORT PARKWAY
SUITE 135
IRVING, TX 75063
(972) 999-8900 Tel.
(972) 999-8940 Fax
NYSE AMT
CUSTOMER SITE NUMBER:
LIT -595
CUSTOMER SITE NAME:
LIT -595
ATC SITE NUMBER:
300297
SITE ADDRESS:
2515 MARYLAND
LITTLE ROCK, AR 72202-3414
LICENSED
ir **
No. 7784,
STAMPHERE
DRAWN BY:
CHECKED BY:
SAE
DATE DRAWN:
I
tj "CDL
5-1-2012
.POa NO:
4931-17K.3
SHEET TfrLE:
TOWER
ELEVATION AND
COAX
CONFIGURATION
DETAILS
S T V #
HEF NUMBER: RF
PROPOSED CRICKET 6'H -FRAME TO
BE CONSTRUCTED OF 3 Y2"DIA.
GALVANIZED POSTS AND I %'
UNI -STRUT AT A HEIGHT OF 6'
ABOVE FINISH GRADE. POSTS ARE
TO BE SET IN CONCRETE FOOTING
(I 2'DIA. x 3'DEEP).
50OW QUARTZ LIGHT MOUNTED
TO BB WITH I'CONDUFr AND A
DUPLEX GFCI AND A TIMER
SWITCH.
ORIENT TO SHINE ON EQUIPMENT.
NOTES:
1. CONTRACTOR TO SUPPLY 2'TO 1'90* ELBOW TO BTS.
2. PROPOSED LIGHT PLACEMENT VARIES DEPENDED UPON
CABINET MOUNTING AND/OR DOOR SWING. VERIFY
PLACEMENT PRIOR TO DEPLOYMENT.
EXISTING 9'X 13'
CONCRETE PAD
LUCENT
1.012.0
BTS
CABINET
EZBFO
BAT-TERY
CABINET
PROPOSED (2) RIGID CONDUITS (1) 2- FOR TELCO
& (1) 2- FOR POWER FROM TRANSTECTOR TO PLATFORM
PROPOSED (2) SEALTIGHT CONDUITS (1) 2"FOR TELCO
& (1) 2- FOR POWER FROM EDGE OF PLATFORM TO BTS
TYPICAL EQUIPMENT LAYOUT
SCALE: NOT TO SCALE
MINIMUM OF 75% OR
270* IN ANY DIRECTION
OBSTRUCTIONS MUST
GPS M INI MUM SKY V1 EW REOUI REMEWS
NOTES:
THE ELEVATION AND LOCATION OF THE GPS
ANTENNA SHALL BE IN ACCORDANCE WITH THE
FINAL RF REPORT.
2. THE GPS ANTENNA MOUNT IS DESIGNED TO FASTEN
TO A STANDARD 1- 1/4- DIAMETER, SCHEDULE 40,
GALVANIZED STEEL OR STAINLESS STEEL PIPE. TH E
PIPE MUST NOT BE THREADED AT THE ANTENNA
MOUNT END. THE PIPE SHALL BE CUT TO THE
REQUIRED LENGTH (MINIMUM OF 18 INCHES) USING
A HAND OR ROTARY PIPE CUTTER TO ASSUREA
SMOOTH AND PERPENDICULAR CUT. A HACKSAW
SHALL NOT BE USED. THE CUT PIPE END SHALL BE
DEBURRED AND SMOOTH IN ORDER TO SEAL
AGAINSTTHE NEOPRENE GASKETATFACHED TO THE
ANTENNA MOUNT.
3. IT Is CRITICAL THATTHE GPS ANTENNA IS MOUNTED
SUCH THAT IT IS WITHIN 2 DEGREES OF VERTICAL
AND THE BASE OF THE ANTENNA IS WITHIN 2
DEGREES OF LEVEL
4. DO NOT SWEEP TEST GPS ANTENNA.
VAULT
v uL'
#2 AWG BCW
I
TO GROUND
RING
GPS DETAIL
SCALE: NOT TO SCALE
GPSANTENNA
1- 1/4-0 SCH. 40 STAINLESS
STEEL OR GALV. PIPE
IPE CAP
3 112- DIA. ICE BRIDGE
SUPPORT PIPE
1 1/4- PIPE TO 3 -
PIPE CLAMP
GROUNDING KIT
112-0 COAX CABLE 8- MINIMUM
BENDING RADIUS PER MANUFACTURER'S
STANDARD
#6 AWG GROUNDING KIT CABLE (PROVIDED WITH
KIT)
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ATC TOWER SERVICES, INC.
8505 FREEPORT PARKWAY
SUITE 135
IRVING, TX 75063
1972) 999-8900 Tel.
(972) 999-8940 Fax
NYSE AW
CUSTOMER SITE NUMBER:
LIT -595
CUSTOMER SITE NAME:
LIT -595
ATC SITE NUMBER:
300297
SITE ADDRESS:
2515 MARYLAND
LITTLE ROCK, AR 72202-3414
,00 T E
of sjbif& --"�
I ARKANSAS 1%
LICENSED
rr_,3SIONAL
G
INEER
L j. No. 7784—r— j#
STAMP HERE:
DRAWN Or. CD
CHECKED BY: SAE
DATE DRAWN: 5-1-2012
JOB NO: 493457K3
SHEETTITLE:
EQUIPMENT
LAYOUT AND
GPS DETAIL
SHEET-NUMPER: I REV.#
�w
GPS
SECTOR C (GAMMA)
TSECTOR 8 (BETA)
A--- SECTOR A (ALPHA)
RX TX RX TX RX TX
CABINET COAX CONFIGUMTION
�_�SCALE �NOTTO�SCALE
ANTENNA MOUNT DETAIL
��SCALE �NOT TO �SCALE
TO ANTENNA
0- ORANGE
W- WHITE
Y- YELLOW
R- RED
G- GREEN
ITEM
PARTNO.
DBCRFrION
ary.
WEIGHT
I
MC-RMI03G-3
010"-30"RINGMOUNFr
1
189.54 LBS
2
MT197H
HARDWARE KIT fITEM 3)
3
-
3
GB -052 �A
5/8- X 2-112- GALV. BOLT KIT (A325)
12
0.30 LBS
4
MT197.011
SINGLE SUPPORT ARM
3
66L05 LBS
5
MT216NSH
HARDWARE KIT (ITEMS 6-81
3
-
MT216.02
15'CENTER CHANNEL BRACKET
3
20-03 LBS
7
GUB-4355
1/2-X3-5/8-X5-GALVU-BOLTKIT _
12
0.72 LBS
8
4
GUB5458_
5/8'X 4-5/8'X 7-1/2'GALV. U -BOLT KJT
6
1.56 LBS
9
MT -219-H_
HARDWARE KIT (ITEMS 10- 12)
6
10
M7217.0 1_
PIPE MOUNT PLATE
6
7-53 LEIS
11GUB-4240
112- X 2-112- X 4- GALV U -BOLT KIT
12
0.57 LBS
12
GUB-4356
El 12'X 3-5/8'X 6' GALV U -BOLT KIT
12
0.83 LBS
13
MT216.01
3/2'O.D. X I O'GALV. PIPE
3
79.83 LBS
14
MT-XXXX
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6
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8505 FREEPORT PARKWAY
SUITE 135
IRVING, TX 75063
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NYSE AMT
CUSTOMER SITE NUMBER:
LIT -595
CUSTOMER SITE NAME:
LIT -595
ATC SITE NUMBER:
300297
SITE ADDRESS:
2515 MARYLAND
LITTLE ROCK, AR 72202-3414
LICENSED
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!.N�IGINEER
w
.4. t4o.7784-r-
STAMP HERE
DRAWN BY: CDL
CHECKED BY.' SAE
DATE DRAWN: -5, 1 f0 12
jOB NO: 493457K3
SHEETTM-E:
CABINET COAX
CONFIGURATION
AND ANTENNA
MOUNT DETAILS
SHEET NUMBER REV. #
A-4 1 0
FRONT VIEW
x
X _x _x — X -X -X
PROPOSED CRICKET
TO UTILIZE EXISTING
9'X ITCONCRETE
PAD WITHIN
101-0, X 75-0,
LEASEAREA
f -N
X X
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r
�OMEER & TELCO ROUTING
T TO SCALE
POWER AND TELCO DETAILS
�_�SCALE�.NOTTO�SCALE
EXISTING METER RACK
WITH AVAILABLE
EMPTY METER SOCKET
PROPOSED 2'CONDUIT
ROUTING FOR POWER
PROPOSED 2"CONDUIT
ROUTING FOR TELCO
PHOTO
LOAM AREA PAVED AREA
TWO COURSES OF
1-1/2- BITUMINOUS PAVEMENT
6ML YELLOW WARNING TAPE
HIGH VOLTAGE
FINISH GRADE 'SAW -CUT TO STRAIGHT EVEN
E GE BEFORE PAVING
"x JIB- GRAVEDL BASE
0 � x
0 Xyl x
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COMPACTED
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6'MIN. ON ALL SIDES
SCHEDULE 40 CONDUITS FOR NEW ELECTRICAL AND TELEPHONE
SERVICES SEE UTILITY AND SITE PLANS. PROVIDE APPROVED PULL BOXES
AS REQUIRED, AND COORDINATE INSTALLATION W1 ALL UTILITY
COMPANIES FOR INTERFACING AT TERMINATION POINTS. PROVIDE FULL
LENGTH PULL ROPES (TYP.).
TYPICAL UTILITY TRENCH DETAIL
'-T'— L
SIS�LE-Nn SCALE
CTicVet
communications, INC
THESE DRAWNGSANDYOR ME ACC—PANYIW
SPECIAONTION AS INSTRUMENTS OF SEWOE ARE ME
EXCLUSIVE PROPERTY OF AYERI�N TOWERS U -C. THEIR
USE AND PUBLICATION SHAU- BE RESTRICTED TO ME
ORIGINALSITEFO WHICHTHEYAREPREPAREQ ANY
USE OR DISCLOSURE OTHER MAN THAT WHIO� RELATE!
TO AMERICAN TOwERS LLC OR ME SPECIFIED CARRIER 1!
SnI�YPROHIBITE TITUETOTHESEIDOCUMENTS
5HAU_ REWIN ME PROPERTY OF AMERICAN TOWERS
LUC WHETHER OR NOT ME PROJECT 15 IDIECUTED.
NEITHER THE ARCHITECT NOR ME ENGINEER U_ BE
PR_DINGON-SITECO STRUCTIONRINlEW.FTHIS
PROJEU. CONTRACTORISJ MUST �RIFY ALL DIMENSION
AND ADVISE AYIERICAN TOWERS LLC OF ANY
DGCREPAN05 ANY PRIOR ISSUANCE OF MIS DRAWINC
IS SUPERSEDED BY ME LATEST �RSION ON FILE WITH
AMERICAN TOWERS ULC
A
ATC TOWER SERVICES, INC
8505 FREEPORT PARKWAY
SUITE 135
IRVING, TX 75063
(972) 999-8900 TeL
(972) 999-8940 Fax
NYSE AMT
CUSTOMER SITE NUMBER:
LIT -595
CUSTOMER SITE NAME:
LIT -595
ATC SITE NUMBER:
300297
SITE ADDRESS:
2515 MARYLAND
LfITLE ROCK, AR 72202-3414
LICENSED
OFIESSION
-NGINEER
No. 7784 -r -
STAMP HERE:
DRAWN BY: CDL
CHECKED BY. SAE
DATE DRAWN: 5, 1-2012
JOB NO: 493457K3
SHEETTITLE:
POWER AND
TELCO
LAYOUT
SHEET NUMBER: REV. #
A-5 1 0
NOTES:
1. CONTRACTOR TO COORDINATE WITH LOCAL
TELEPHONE AND POWER PROVIDERS FOR
AME
REQUIREMENTS PRIOR TO INSTALLATION.
2. EXISTING UNDERGROUND UTILITIES ARE NOT SHOWN.
CONTRACTOR SHALL HAVE LOCATOR SERVICE LOCATE
AND MARK UNDERGROUND UTILITIES PRIOR TO
CONSTRUCTION.
3. CONTRACTOR RESPONSIBLE FOR UTILITY RUNS FROM
SERVICES TO PPC. CONTRACTOR ALSO RESPONSIBLE FOR
RUNS FROM PPC TO JUST BELOW BTS. NORTEL
RESPONSIBLE FOR FLEX CONDUIT TO STS.
R AND
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X X
(DP
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POWER AND TELCO DETAILS
�_�SCALE�.NOTTO�SCALE
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WITH AVAILABLE
EMPTY METER SOCKET
PROPOSED 2'CONDUIT
ROUTING FOR POWER
PROPOSED 2"CONDUIT
ROUTING FOR TELCO
PHOTO
LOAM AREA PAVED AREA
TWO COURSES OF
1-1/2- BITUMINOUS PAVEMENT
6ML YELLOW WARNING TAPE
HIGH VOLTAGE
FINISH GRADE 'SAW -CUT TO STRAIGHT EVEN
E GE BEFORE PAVING
"x JIB- GRAVEDL BASE
0 � x
0 Xyl x
Ld N
M
0
COMPACTED
BACKFILL
COMPACTED
PROCESSED GRAVEL,
6'MIN. ON ALL SIDES
SCHEDULE 40 CONDUITS FOR NEW ELECTRICAL AND TELEPHONE
SERVICES SEE UTILITY AND SITE PLANS. PROVIDE APPROVED PULL BOXES
AS REQUIRED, AND COORDINATE INSTALLATION W1 ALL UTILITY
COMPANIES FOR INTERFACING AT TERMINATION POINTS. PROVIDE FULL
LENGTH PULL ROPES (TYP.).
TYPICAL UTILITY TRENCH DETAIL
'-T'— L
SIS�LE-Nn SCALE
CTicVet
communications, INC
THESE DRAWNGSANDYOR ME ACC—PANYIW
SPECIAONTION AS INSTRUMENTS OF SEWOE ARE ME
EXCLUSIVE PROPERTY OF AYERI�N TOWERS U -C. THEIR
USE AND PUBLICATION SHAU- BE RESTRICTED TO ME
ORIGINALSITEFO WHICHTHEYAREPREPAREQ ANY
USE OR DISCLOSURE OTHER MAN THAT WHIO� RELATE!
TO AMERICAN TOwERS LLC OR ME SPECIFIED CARRIER 1!
SnI�YPROHIBITE TITUETOTHESEIDOCUMENTS
5HAU_ REWIN ME PROPERTY OF AMERICAN TOWERS
LUC WHETHER OR NOT ME PROJECT 15 IDIECUTED.
NEITHER THE ARCHITECT NOR ME ENGINEER U_ BE
PR_DINGON-SITECO STRUCTIONRINlEW.FTHIS
PROJEU. CONTRACTORISJ MUST �RIFY ALL DIMENSION
AND ADVISE AYIERICAN TOWERS LLC OF ANY
DGCREPAN05 ANY PRIOR ISSUANCE OF MIS DRAWINC
IS SUPERSEDED BY ME LATEST �RSION ON FILE WITH
AMERICAN TOWERS ULC
A
ATC TOWER SERVICES, INC
8505 FREEPORT PARKWAY
SUITE 135
IRVING, TX 75063
(972) 999-8900 TeL
(972) 999-8940 Fax
NYSE AMT
CUSTOMER SITE NUMBER:
LIT -595
CUSTOMER SITE NAME:
LIT -595
ATC SITE NUMBER:
300297
SITE ADDRESS:
2515 MARYLAND
LfITLE ROCK, AR 72202-3414
LICENSED
OFIESSION
-NGINEER
No. 7784 -r -
STAMP HERE:
DRAWN BY: CDL
CHECKED BY. SAE
DATE DRAWN: 5, 1-2012
JOB NO: 493457K3
SHEETTITLE:
POWER AND
TELCO
LAYOUT
SHEET NUMBER: REV. #
A-5 1 0
PER SECTOR
RXI/TXI
IRxt/TXI BTS CABINET RX2
GROUNDING
ANTENNA COMPONENTS
ITEM
NO-
ITEM DESCR IPTION
TOTAL
QUANTITY
I
ANTENNA
3
2
TOPJUMPERS
6
2a
ATTACHED MALE DIN CONNECTORS
12
3
MAIN COAXIAL CABLE
6
4
UNATTACHED FEMALE DIN CONNECTOR
6
5
BOTTOM JUMPERS
6
5A
UNATTACHED MALE DIN CONNECTORS
CONFIGURATION, EXTEND
6 i
COAX GROUND Krr
18
GROUNDING
SCHEMATIC DIAGRAM
KIT, TYP.
OVER MASTIC TAPE
COAXGROUNDBAR
NOTES:
BASE OF TOWER
A.
REFER TO DETAIL 2 FOR ANTENNA MAKE AND MODEL.
COAX GROUND BAR
B.
WEATHERPROOF ALL GROUNDING CONNECTIONS AND
SECTOR GROUND BAR
CONNECTORS, RE: DETAIL 3
(NEARANTENNAS)
C.
CONTRACTOR SHALL NOTE ANTENNA SERIAL NUMBERS
SEE DETAIL 4/G-2
IF REQUIRED BY ANTENNA
AND ACTUAL COAX LENGTHS ON RED -LINES.
THAN I O'FROM TOWER
D.
FOR COAX RUNS OVER 200'IN LENGTH, PLACE AN
CONFIGURATION, EXTEND
ADDITIONAL GROUNDING KIT AND GROUND BAR
GROUNDING
MID WAYS UP THE TOWER
I � j CMA-RET/ASBT I -SMART BIAS T -1 1@ BTS -(MALE AISG) ON ALPHA RX Y/W
(1) CMA-RE-F/ASBT2-SMART BIAS T -I @ ANTENNA -(FEMALE AISG) ON ALPHA RX Y/W WITH
MAIN COAXIAL (1) 3 M AISG CABLE - BIAS T TO ANTENNA
CABLE (2) AISG JUMPER CABLES I 0 -METER (1) ALPHA TO BETA, (1) BETA TO GAMMA
al 0 w � 1A Wl�,
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)F 4"ABOVE
�NTENNA
� DOWNTILT
ACKET
PPLIED WITH
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-1
PUTTY TAPE
FIGURE 3
(NJ 1/2-OJUIV
I — A—KINA
I/
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,NTENNA
CMA-B/3324/EO
/--\TYPICAL ANTENNA DETAIL
�Z �SCALE �NOTTOS`CALE
I DOWNTILT
ACKET
PPLIED WITH
,rrENNA
(N) 1/2-0 JUMPERS
SCHEMATIC DIAGRAM
(DANTENNA
SCALE: NOT TO SCALE
OVER MASTIC TAPE
COAXGROUNDBAR
BASE OF TOWER
ELECTRICAL TAPE
COAX GROUND BAR
OVER MASTIC TAPE
END OF ICEBRIDGE
CLOSEST TO EQUIPMENT
(IF REQUIRED) GREATER
IF REQUIRED BY ANTENNA
THAN I O'FROM TOWER
0
CONFIGURATION, EXTEND
SLOT FOR ADJUSTABLE
GROUNDING
BAND CLAMP
B
CLAMP
GROUND BAR
1/4--20
GROUNDING
HARDWARE
#6 GROUND LEAD
JG
GROUNDING
CLAMP
A
ASSEMBLY
FIGURE I
FIGURE 2
al 0 w � 1A Wl�,
UPPORT
VILL EXTEND A J
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� DOWNTILT
ACKET
PPLIED WITH
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-1
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FIGURE 3
(NJ 1/2-OJUIV
I — A—KINA
I/
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)F 4* ABOVE
,NTENNA
CMA-B/3324/EO
/--\TYPICAL ANTENNA DETAIL
�Z �SCALE �NOTTOS`CALE
I DOWNTILT
ACKET
PPLIED WITH
,rrENNA
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FIGURE 4
FIGURE 5 FIGURE 6
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8505 FREEPORT PARKWAY
SUITE 135
IRVING, TX 75063
1972) 999-8900 Tel.
(972) 999-8940 Fax
NYSEAMT
CUSTOMER SITE NUMBER:
LIT -595
CUSTOMER SITE NAME:
LIT -595
ATC SITE NUMBER:
300297
SFI-EADDRESS:
2515 MARYLAND
LITTLE ROCK, AR 72202-3414
TF
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L LICENSED
ICI
P-3SIONAL
.NGINEER
N No
o. 7784 oj0
STAMPHE
rR E-:
DRAWN BY, CDL
CHECKrD BY.' SAE
DATE DRAWN: 5-1-2012
JOB NO: 493457K3
SHEETTITLE:
COAX AND
ANTENNA
DETAILS
SHEET NUMBER�� REV, 0
A-6 1 0
ELECTRICAL TAPE
OVER MASTIC TAPE
#6 GROUND LEAD
ELECTRICAL TAPE
OVER MASTIC TAPE
Z BARRELL HYDRAULICALLY
CRIMPED CONNECTION
IF REQUIRED BY ANTENNA
0
CONFIGURATION, EXTEND
LEAD W1#2 CONDUCTOR TO
GROUND BAR
GROUNDING
CLAMP
FIGURE 4
FIGURE 5 FIGURE 6
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8505 FREEPORT PARKWAY
SUITE 135
IRVING, TX 75063
1972) 999-8900 Tel.
(972) 999-8940 Fax
NYSEAMT
CUSTOMER SITE NUMBER:
LIT -595
CUSTOMER SITE NAME:
LIT -595
ATC SITE NUMBER:
300297
SFI-EADDRESS:
2515 MARYLAND
LITTLE ROCK, AR 72202-3414
TF
0 SAS ftk
L LICENSED
ICI
P-3SIONAL
.NGINEER
N No
o. 7784 oj0
STAMPHE
rR E-:
DRAWN BY, CDL
CHECKrD BY.' SAE
DATE DRAWN: 5-1-2012
JOB NO: 493457K3
SHEETTITLE:
COAX AND
ANTENNA
DETAILS
SHEET NUMBER�� REV, 0
A-6 1 0
ELECTRICAL SPECIFICATIONS
GENERAL PROPERTIES
A, REQUIREMENTS: FURNISH ALL LABOR, MATERIALS, SERVICE.
EQUIPMENT. AND APPLIANCES REQUIRED TO COMPLETE THE
INSTALLAT(CN OFTHE COMPLETE ELECTRICAL SYSTEM IN ACCORDANCE
WITH THE SPECIFICATIONS AND CONTRACT DRAWINGS.
S. REOUIREMEI�M OF REGULATORY AGENCIES AND STANDARDS:
INSTALLATION. MATERIAL COUIPMENTAND WORKMMSHIF SHALL
CONFORM TO TME APPLICABLE PROVISIONS OF THE NATIO NAL ELECTRIC
CODE JNEC) - APPLICABLE STATE ELECTRIC CODES. THE NATIONAL
ELECrMCAL SAFETY CODES (NESCI, AND THE TERMS AND T14E
CONDITIONS OF7HE AUTHORITIES HAVING LAWFUL JURISDICTION
PERTAINING TO T14E WORK REQUIRED. ALL MODIFICATIONS REWRED
BY THESE CODES, RULES, REGULATIONS. AND AUTHORITIES SHALL BE
MADE BY THE CONTRACTOR WITHOUT ADDITIONAL C WrIE TO THE
UNDERWRiTER'S LABORATORIES (ULJ. ALL IAATERIALS� APPLIANCES, OR
DEVICES SHALL CONFORM TO THE APPLICAS LE STANDARDS OF
UNDERWRITER'S LABORATORIES, INC THE LABEL OF, OR LISTING BY.,
U.L IS REQUIRED.
C. MATERIALS: ALL SIMILAR 164ATERVLS AND EQUIPMENTSHALL HE
THE PRODUCT OF THE SAME MANUFACTURER WHERE NO SPECIFIC
MATERIAL APPARATUS OR APPLIANCE 15 MENTIONED. MANUFACTURER
MAYBE USED PROVIDING ITCONFORMS TO THE CONTRACT
REQUIREMENTS AND MEETS THE APPROVAL OF THE OWNER. MATERIAL
AND EC)UIPMEKrr SHALL BE THE STANDARD PRODUCTS OF
MANUFACTURER'S REGULARLY ENGAGED IN THE PRODUCTIONS OF SUCH
MATERIAL AND SHALL BE THE MANUFACTURER'S CURRENT IN
STANDARD AND DESIGN.
D. EXECUTION: FABRICATION, ERECTION. AND INSTALLATION OF THE
COMPLETE ELECTRICAL SYSTEM SHALL BE DONE IN A FIRST CLASS
WORKMANLIKE MANNER BY QUALIFIED PERSONNEL EXPERIENCED IN
SUCH WORK AND SHALL PROCEED IN AN ORDERLY MANNER 50 AS
NOT TO HOLD UP PROGRESS OF THE PROJECT.
E. PERFORMANCE TESTS:THOROUGHLY TEST FEEDERS, EQUIPMENT
AND ALL CIRC UrTS FOR PROPER 0 PERATING CONDITION AND FREEDOM
FROM GROUNDS AND SHORT CIRCUITS BEFORE ACCEPTANCE IS
REQUESTED. ALL EQUIPMENT . APPLIANCES. AND DEVICES SHALL BE
OPERATED UNDER LOAD CONDITIONS.
F. AS -BUILT DRAWINGS: DURING PROCESS OF THE WORK MAINTAIN
AN ACCURATE RECORD OF THE INSTALLATION OF THE SYSTEM.
LOCATING EACH CIRCUIT PRECISELY BY DIMENSION. UPON COMPLETION
OF THE INSTALLATION. TRANSFER ALL RECORD DATA TO BLUE LINE
PRINTS OF THE ORIGINAL DRAWINGS.
RACEWAYS. BOXES. AND FITTINGS
A CON Du ITS. ELECTRICAL METALLIC TUBING I M ETI: MILD STEEL
ZINC COATED ON THE OUTSIDE AND EITHER ZINC COATED OR COATED
WITH AN AP PROVED CORROSICI N RES ISTA NIT C DATING ON THE INSIDE
MAXIM UM, SIZE 2 ELECTRI CAL TIZA OS SIZE UNLESS NOTED 0 N THE
DRAWINGS OR SPECIFICALLY APPROVED FOR EQUIPMENT CONNECTIONS
SIZES NOT NOTED ON DRAWINGS SHALL BE AS REQUIRED BY NEC.
B. CONDUIT FITTINGS: CONNECTORS AND COUPLINGS: EMT
COUPLINGS AND CONNECTORS EITHER STEEL OR MALLEA13LE IRON
ONLY, CONCRETE TIGHT OR RAIN TIGHT AND EITHER THE GLAND AND
RING COMPRESSION TYPE OR THE STAINLESS STEEL MULTIPLE LOCKfNG
TYPE. CONNECTORS TO HAVE INSULATED THROATS. EMT FITTINGS USING
SET SCREWS OR INDENTATIONS AS A MEANS OF ATTACHMENT ARE NOT
TO BE PERMITTED. BUSHINGS: INSULATED TYPE, DESIGNED TO
PREVENT ABRASION OF WIRES WITHOUT IMPAIRING THE CONTINUITY OF
THE CONDUM IMC AND RIGID ALUMINUM CONDUIT
C. CONDUIT INSTALLATIONS: CONDUITS SYSTEMS, EMT, OR RIGID
NONMETALLIC CONDUIT UNLESS NOTED. CONDU)T INSTALLAT(Oft.
INSTALL CONCEALED COND UIT AND EMT IN AS DIRECT LINES AS
POSSfo LE. INSTALL EXPOSED CONDUITS AND EMT PARALLEL TO C) R AT
RIGHTANGUES TO THE LINES OF THE BUJLDING. RIGHT ANGLE BENDS
IN EXPOSED CONDUIT AND EMT RUNS SHALL BE MADE WITH STANDARD
ELBOWS. SCREW JOINTED CONDUIT FITTINGS OR CONDUIT BENT TO
RADIUS NO LESS THAN THOSE OF STANDARD ELBOWS.
D. CONDUIT SUPPORTS: PROVIDE SUPPORTS FOR HORIZONTAL
CONDUITS AND EMT NOT MORE THAN a FEET APART WITH NOT LESS
THAN TWO ELBOW OR SEND INCLUDING RUNS ABOVE SUSPENDED
CEILINGS AND WITHIN 3 FEET OF ALL JUNCT]ON 8 OXES, SWITCHES,
FITTINGS. ETC, INSTALL ONE HOLD PIPE STRAPS ON CONDUITS I WCH
OR SMALLER INSTALL INDIVIDUAL PIPE HANGERS FOR CONDUITS LARGER
THAN I INCH. SPRING STEEL FASTENERS WITH HANGS I? RODS MAY BE
USED IN DRY LOCATIONS IN UELI OF PIPE STRAPS.
CONDUCTORS
A WIRES AND CABLES 1600 VOLTSJ: CONFORM TO THE APPLICABLE UL AND
IPCFA STANDARDS FOR THE US E INTENDED. COPPER CONDUCTO RS WITH 600
VOLTS INSULATION UNLESS OTHERWISE SPECIFIED OR NOTED ON THE
DRAWINGS- STRANDED CONDUCTORS FOR NO.$ OR LARGER WHERE ELSEWHERE
SPEGA ED OR NOTED ON THE DRAWINGS. USE OF ALUMINUM CONDUCTORS
WILL BE P6RM)TTED. INSULATIO N SHALL BE TYPE THH N/THWN INSULATI ON 7 VC
FOR ALL CONDUCTORS. OTHERWISE SPEC 18 ED CONDUCTORS COLO R -COVED IN
ACCORCIANC E W rTH NEC. CONNECT ALI CONDU CTO RS OF THE SAME PHASE
CONDUCTOR, COLOR CODING SHALL HE A -BLACK. a- RED. N -WHITE. WITH GREEN
FORALLGROUND CONDUCTORS.
S. CONNECTORS AND LUGS� FOR COPPE17 09 ALUMINUM CONDUCTORS
NO, 6 AND SMALLER: 3m SCOTCH-LOR OR T & 8 STA-KON COMPRESSION 0 R
INDENT TYPE CONNECTORS WfTH INTEGRAL OR SEPARATE INSULATING
CAPS, FOR COPPER CONDUCTORS LARGER THAN NO, 6 SOLDERLESS,
INDENT HEX SCp EW OR SOLT TYPE PRESSURE CONDUCTOnS.
PROPERLY TAPED OR INSULATED.
C. SPLICES: 1480 VOLTS ANI) UNDER): CONDUCTOR LENGTHS SHALL
BE CONTINUOUS FROM TERMINATION TO TERMINATION WITHOUT
MCES UNLESS APPROVED BY THE BUILDING INSPECTOR.
CIRCUIT BREAKERS
A. PROVIDE MOLDED CASE, SOLT.ON, THERMAL MAGNE71C TRIP. SINGLE -
TWO. 09 THREE POLE BRANCH CIRCUIT BREAKERS AS SHOWN ON
DRAWWGS, MULTIPLE POLE BREAKERS SHALL BE SINGLE HANDLE,
COMMON TRIP. NC RATING TO MATCH EXISTING 012 AS REQUIRED FOR
AVAILABLE FAULT CURRENTS.
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CUSTOMER SITE NUMBER:
LIT -595
CUSTOMER SITE NAME:
LIT -595
ATC SITE NUMBER:
300297
SITE ADDRESS:
251
xe. :9.
LL.
STAI.IP HERE;
LRAWN By COL.
CHEC" BY. SAE
DATE ORAWN: 5-1:2012
JOB NO. 493457r3
SHEYTTFILE
ELECTRICAL NOTES
SHEErNUMBER:
REV- to
EN- I
1 0
NEW 200A METER —\
(31013/0 W1 (1) 02 GRD
200A FUSABLE '(" 12 GjRD
DISCONNECT SWITCH
200/2
200A
200A EMERGENCY
GENERATOR
RECEPTACLE F_
MTS
2001
24 POSITION
LOAD PANEL
LP_I'
PPC CABINET
TRANSTECTOR MODEL
TTOR-200-24-CC-08
200A
(2166
(1) 06 GRO
121012
III 012GRD
"POWER SOURCE'
4'OSCH. 40 PVC CONDUIT
(OR AS REO'D. BY LOCAL ELECT. CODEJ
GR PER #2 CO IN I/?- SCHED, 80 FVC TO 5/8'X 10' COPPER ROD TO
NE 25 24 5E BONDED AS INDICATED ON ORAW�NG G I TO EXISTING
GROUND RING. INSTALL ADDITIONAL GROUND RODS AND
BOND AS INDICATED & REQUIRED PER NEC250-24
4310 (1) 02 GRD
3 7
TO EXISTING UTILITY
SOURCE
T r
=P�
ELEPHONE SERVICE
TELCO 4'0 SCH. 40
Box PVC CONDUIT
POWER � MODULAR
CABINET CELL
jPWR) CABINET
IMCCI P I
_j I
—
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GROUND PER
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NEC250-24
rwj�� .,L�mtv � Fj m v4Ad(l
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2 1/2- PVC f6) CATS CABLES
1. ALL ELECTRICAL WORK SHALL BE DONE IN ACCORDANCE WITH CURRENT NATIONAL ELECTRICAL CODES AND ALL LOCAL AND
STATE CODE, LAWS. AND ORDINANCES. PROVIDE ALL COMPONENTS AND WIRING SIZES AS REQUIRED TO MEET NEC.
2. CONTRACTOR SMALL COORDINATE WITH LOCAL POWER COMPANY FOR REQUIREMENTS OF POWER SERVICE LINE TO THE METER
BASE. POWER SERVICE REQUIREMENT IS COMMERCIAL AC NOMINAL 120/208 VOLT OR 120/240 VOLT. SINGLE PHASE WITH 2GO
AMP RATING.
3. CONTRACTOR 514ALL COORDINATE WITH LOCAL TELEPHONE COMPANY FOR REQUIREMENTS OFTI'SERVICE LINE TO TERMINATE
AT THE PPC CABINET.
4. CONTRACTOR SHALL FURNISH AND INSTALL ELECTRIC METER BASE AND 200A DISCONNECT SWITCH PER SITE PLAN AND DETAIL
DRAWINGS. THE METER BASE SHOULD BE LOCATED IN A MANNER WHERE ACCESSIBLE BY THE LOCAL POWER COMPANY.
5. LOCAL POWER COMPANY SHALL PROVIDE 200 AMP ELECTRIC METER. CONTRACTOR SHALL COORDINATE INSTALLATION OF
METER WITH LOCAL POWER COMPANY.
6. U N DERGROUN 1) POWER AND TELCO S ERViCE LINES SHALL Fit ROUTED IN A COMMON TRENCH. ALL UNDERGROUND CONDUfT
S HALL 6 E PVC SCHEDULE 4 0 AND CONDUIT EXPOSED ABOVE 6 ROUND SHALL HE RIGID GALVANIZED STEEL UNLESS OTHERWISE
INDICATE[)- POWER CONDUIT LINES SHALL BE SIZED AS REQUIRED PER CABLE SIZING AND NEC REQUIREMENTS AS S HOWN IN
TABLE BELOW.
7. ALL TELCO CONDUIT LINES SHALL BE 4'SCH. 40 PVC CONDUIT UNLESS OTHERWISE INDICATED. THE TELCO CONDUIT FROM THE
PPC S14ALL BE ROUTED AND TERMINATED AT DESIGNATED TELCO DEMARCATION OR Z -FEET OUTSIDE FENCED AREP, NEAR
UTILITY POLE JIN FENCED AREA), OR END CAP OFF AND PROVIDE MARKER STAKE PAINTED BRIGHT ORANGE WITH DESIGNATION
FOR TELCO SERVICE
B. CONDUITS INSTALLED AT PCS EQUIPMENT ENDS PRIOR TO THE EQUIPMENT INSTALLATION SHALL BE STUBBED AND CAPPED AT 6'
ABOVE GRADE OR PLATFORM. IF SERVICE LINES CANT 13E INSTALLED INITIALLY, PROVIDE NYLON PULL CORD IN CONDUITS.
9. THE PPC CABINET. INCLUDING 200 AMP LOAD PANEL AND TELCO PANEL SHALL BE PROVIDED BY OWNER AND INSTALLED BY THE
CONTRACTOR. CONTRACTOR IS TO INSTALL BREAKER(S) NOT PROVIDED BY MANUFACTURER. SEE PANEL SCHEDULE ON THIS
SHEET FOR BREAKER REQUIREMENTS.
10. LOCATION OF ELECTRIC METER AND DISCONNECT SWITCH TO BE COORDINATED BY ELECTRICAL CONTRACTOR AND FIELD
CONSTRUCTION MANAGER.
11. #2 WIRE TO BE UTILIZED IN ELECTRIC SERVICE RUNS EXCEEDING 100'.
SINGLE LINE DIAGRAM
_:?111'11�3 LF L
S�
NOT TO �5
j;% r,& Qft--=4 tft <!�*
TYPE NC TYPE HS TYPE SS TYPE PT TYPE HA
Qj-
ME GT TYPE GR TYPE VS TYPE XA TYPE GL LUG
TYPICAL CADWELD TYPE CONNECTIONS
Q_LSEWLE' . NOT TO SCAL E
ELECTRICAL NOTES:
1. CONTRACTOR SHALL INS PECT THE EXISTING CONDITIONS PRIOR TO
SUBMTM NG BID, ANY OUESTIONS ARISING DURING THE SID PERIOD IN
REGARDS -TO THE CONTRACTORS FUNCI IONS, THE SCOPE OF WORK OR ANY
OTHER ISS UE RELATED TO THIS PROJECT SHALL BE BROUGHT UP DUR INGTHE
BID PERIOD WITH THE PR DIECT MANAGER FOR CLARIFICATION, NOT AFTER
THE CONTRACT HAS BEEN AWARDED.
2. LOCATION OF EQUIPMENT. CONDUIT AND DEVICES SHOWN ON THE
DRAWINGS AREAPPROXIMATE AND SHALL BE COORDINATED WITH FIELD
CONDITIONS PRIOR TO ROUGH -IN.
3. THE CONDUIT RUNS AS SHOWN ON THE PLANS ARE APPROXIMATE EXACT
LOCATION AND ROUTING SHALL BE PER EXISTING FIELD CONDITIONS.
4. PROVIDE PULL BOXES AND JUNCTION BOXES WHERE SHOWN OR REQUIRED
BY NEC.
S. ALL CONDUIT$ SHALL BE MET WITH SENDS MADE IN ACCORDANCE WITH NEC
TABLE 346- 10. NO RIGHT ANGLE DEVICE OTHER THAN S-TANDARD CONDUIT
ELBOWS WITH 12' MINIMUM INSIDE SWEEPS FOR ALL CONDUITS Z'OA LARGER.
6. ALL CONDUIT TERMINATIONS SHALL BE PROVIDED WITH PLASTIC THROAT
INSULATING GROUNDING BUSHINGS.
7. CONTRAC TPOR TO CH EC K WTIH LOCAL JUMS DICTIONS TO VERIFY THAT ALL
WIRE SHALL BE TYPE THWN. SCLID, ANNEALED COPPER OR ALUMINUM UP TO
SIZE 0 10 AWG 1 #9 AND LARGER SHALL HE CONCENTRIC S7RANEXD) 75
DEGREE C. f 167 DEGREE 5 F 1, 98b COND UCrfVrrY. MINIMUM 8 12,
8- ALL WIRES SHALL B F TAGG ED AT ALL P ULL BOXES, J -BOXES. ECUMMENT BOX ES
AND CAB INETS WITH APPROVED PLASTIC TAGS, ACTION CRAFT. BRADY. OR
APPROVED EQUAL
9- ALL NEW P64ATERIAL SHALL HAVE A U.L LABEL
io. CONDUIT ROUGH -IN SHALL BE COOROMTED wITH THE MECHANICAL
EQUIPMENT TO AVOID LOCATION TO CONFUCTS. VERIFY WITH MECHANICAL
CONTRACTOR AND COMPLY AS REQUIRED.
11. ALL PANEL DIRECTORIES SHALL BE TYPEWRITTEN NOT HAND WRITTEN.
POWER CABINET LI
CIRCUIT I I ---
I I pq NEUTRAL
L
TELCO FAN O�
GFI RECEPTACLE INTER
7(?A
TVS5 tj
7
0_�
I I
12. INSTALL AN ED UIPMENT GROUNDING CONDUCTOR IN ALL CONDUITS Pe R
THE SPECIFICATIONS AND NEC. THE EOUIPM ENT GROUNDI NG
CONDUCTORS SHALL BE BONDED AT ALL JUNCTION BOXES. PULLBOXES,
AND ALL DISCONNECT SWITCHEi STARTERS, AND ECIUIPM ENT CABINETS,
13. THE CONTRACTOR 5 HALL PREPARE AS,BUILT DRAWWGS, DOCUMENT ANY
ANO ALL WIRING AND EOLAPME NT CONDFTIONS ANO CHANGES WHILE
COMPLERNGTHIS CONTRACT. SUBMIT AT SUBSTANTIAL COMPLETION -
14. ALL DISCONNECT SWITCHES AND OTHER COITMOLUNG DEVICES SHALL BE
PROVIDED Wam ENG RAVED LAMICO)D NAMEPLATES INDICATMIS
ECUIPME NT CONTROLLED, BRANCH CIRCUITS INSTALLED ON, AND PANEL
FIELD LOCATIONS FED FROM INO EXCEPTIONS.)
15. ALL ELECTR;CAL DEVICES AND INSTALLATIONS OF THE 0 EVICES SHALL
COMPLY WITH [ADAI AMERICANS WITH DISABILITIES ACT AS ADOPTED BY
THE APPLICABLE STATE.
16. PROVIDE CORE DRILLING AS NECESSARY FOn PENETRATION$ OR RISERS
THROUGHBUILDING. DO NOT PENETRATE STRUCTURAL MEMBERS
WITHOUT CONSTRUCTION MANAGERS APPROVAL SLEEVES ANDJOR
PENEMATTONS IN FIRE RATED CONSTRUCTION 5 HALL BE PACKED WITH FIRE
RATED MATERIAL VjHjCH SHALL MAINTAIN THE FIRE RATING OF T14E WALL
OR STRUCTURE. FILL FOR FLOOR PENETRATION$ SHALL PREVENT PASSAGE
OF WATER. SMOKE, FlUE AND FUME& ALL MATE RLAL SHALL BE LIL
APPROVED FOR THIS PURPOSE -
17. ELECTRICAL CHARACTER ISTICS OF ALL EQUIPMENT (NEW AND EXISTING)
SHALL BE FIELD VERIFIED WITH THE OWNER'S REPRF SENTATFVE AND
EQUIPMENT SUPPLIER PRIOR TO ROUGH -IN OF CONDUIT AND WIRE. ALL
EQUIPMENT SHALL BE PROPERLY CONNECTED ACCO RDING 70 THE
NAMEPLATE DATA FURNISHED ON
18. THE EOUJ PME NT (THE DESIGN OF THESE PLANS ARE BASED UPON BEST
AVAILABLE INFORMATION AT THE TIME OF DESIGN AND SOME EQ UIPMENT
CHARAC'rF RZSTICS MAY VARY FROM 0 ESIGN AS S HOWN 0 N THES E
DRAWINGS) . LOCATION OF ALL OUTLET, BOXES, ETC, AND THE TYPE OF
CONNECTION I PLUG OR Di RECTI SHALL BE CONFIRMED WITH THE OWNER'S
REPRESENTATIVE PRIOR TO ROUGH -IN -
POWER CABINET
F:EEDER CIRCUITS 1.2.3
I
(1) 06 GROUND
T TELC
ELCO GROUND
62 GROUND RODAND GROUND
GROUND RING BY CONTRACTOR
15A
2
6
j
NOTE:
THIS PAGE WAS SUPPLIED PREVIOUSLY BY THE CUSTOMER AND POWER PANEL SCHEDULE
AMERICAN TOWER CORPORATION DOES NOT VERIFY ITS ACCURACY. SCALE NOT TO SCALE
CTiC k4t
communi cations. mv
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ATC TOWER SERVICES, INC.
8505 FREEPORT PARKWAY
SUITE 135
IRVING, TX 75M
1972� 999-8900 Tel.
�9 999-BG40 Fax
14"EMIT
CUSTOMER SITE NUMBER
LIT -595
CUSTOMER SITE NAME:
LIT -595
ATC SITE NUMBER:
300297
SITE ADDRESS:
25 15 MARYLAND
LrrrL efffl47W2&-3 4 14
-40 & x & T E
A R_A�JP !AS
Pig
STAMP HERE:
DRAWN BY! CDL
C:HZC4�fo 6y; SAE
DATE DRAWN- 5-1-2012
jOil NO; 493457K3
SHEET TITL_l'
ELECTRICAL
DETAILS
E- I
0_
15:N — —
0
0
X
NEW GROUND RING
----- BURIED BELOW
GRADE (SEE DETAIL
I & 2 FOR MORE
INFORMATION)
#2 TINNED SOLID COPPER
EXISTING TOWER
GROUNDING NOTES:
PLATFORM GRATING. QUANTITY
GROUND RING
DEPENDENT ON CABINET
commuEdcadons, iNc
CONFIGURATION.
— — — — — — — — — —
GROUNDING VAULT
2.
13*x24'xl2"
#2 STRANDED INSULATED
MECHANICAL CONNECTION
0 - (FROM EOUIPMENIT TO MGB)
2515 MARYLAND
LITTLE ROCK, AR 72202-3414
PART# MTC97681324
A-EXOTHERMIC WELD (CADWELD)
ME5E�%K�AWORTHEACC PAWNG
CONDUIT. THE INSTALLATION SHALL BE PER LOCAL AND NATIONAL ELECTRIC CODE (NFPA-70).
DRAWN BY.' CDL
SEFMOE�ME
TOWEZLLC�N
3.
EXOTHERMIC WELDING IS RECOMMENDED FOR GROUNDING CONNECTION WHERE PRACTICAL OTHERWISE, THE CONNECTION SHALL BE MADE USING
AND FVkJCAT]ON �LL BERESTMCFED TO ME
COMPRESSION TYPE -2 HOLES. LONG BARREL LUGS OR DOUBLE CRIMP CLAMP"C* CLAMP. THE COPPER CABLES SHALL BE COATED WITH ANTIOXIDANT (COPPER
NOTE:
zo Lu
9,101 !;
SHIELD) BEFORE MAKING THE CONNECTIONS. THE MANUFACTURER'S TORQUING RECOMMENDATIONS ON THE BOLTASSEMBLYTO SECURE CONNECTIONS
REVISED STANDARD TO REQUIRE GROUND
(2) #2 TINNED SOLID COPPER
ARE TO BE FOLLOWED.
BAR PLACEMENT TO INCLUDE CAD WELD
CAD WELDED
I ------
AND OR LUG CONNECTION. FIELD VERIFY.
#6 GREEN THHN GROUND
I ------
14WKWG c"Ilm rDNVmjvm
LEADS FROM COAX GROUND
SHALL BE BONDED TO A COPPER GROUND BUSS AT THE LOWER MOST POINT OF A VERTICAL RUN JUST BEFORE IT BEGINS TO BEND TOWARD THE
PROAC?
AND�AMSFCANTV�LLC
KITS WITH TWO HOLE LONG
HORIZONTAL PLANE. WIRE RUNS TO GROUND SHALL BE KEPT AS STRAIGHT AND SHORTAS POSSIBLE ANTENNA CABLE SHIELD SHALL BE GROUNDED JUST
Oftoa-MOU � � JV4*Na Of DM DMMNC
1% RA-CWLIfO gr ME LATEST VEMON ON FILE WTM
BARREL COMPRESSION LUG
BEFORE ENTERING THE CELL CABINET. ANY ANTENNA CABLES OVER 200 FEET IN LENGTH SHALL ALSO BE EQUIPPED WITH ADDITIONAL GROUNDING AT
�Qwlcmlmttl:
(MTC 976715 - 15' OR
MID-POINrr.
ALL GROUNDING CONDUCTORS INSIDE THE BUILDING SHALL BE RUN IN CONDUIT RACEWAY SYSTEM, AND SHALL BE INSTALLED AS STRAIGHT AS PRACTICAL
WITH MINOR BENDS TO AVOID OBSTRUCTIONS. THE SENDING RADIUS OF ANY #2 GROUNDING CONDUCTOR IS 8* ' PVC RACEWAY MAY BE FLEXIBLE OR RIGID
A
MTC 976720 - 20')
PER THE FIELD CONDITIONS. GROUNDING CONDUCTORS SHALL NOT MAKE CONTACT WITH ANY METALLIC CONDUrFS, SURFACES OR EQUIPMENT.
15:N — —
0
0
X
NEW GROUND RING
----- BURIED BELOW
GRADE (SEE DETAIL
I & 2 FOR MORE
INFORMATION)
#2 TINNED SOLID COPPER
STINGERS EXTEND THROUGH
GROUNDING NOTES:
PLATFORM GRATING. QUANTITY
1.
DEPENDENT ON CABINET
commuEdcadons, iNc
CONFIGURATION.
— — — — — — — — — —
— — — — — — —
G
s A�ROUNDWG PLAN
TO SCALE
FINISHED GRADE #2 AWG SOLID BARE
TINNED COPPER EXTERIOR
AGGREGATE SURFACE GROUND RING
Lu
EXOTHERMIC WELD
't 0 s:11 TO GROUND ROD
LL
10
ui GROUNDROD
(TYPICAL)
GROUNDING RING DETAIL
SCALE: NOT TO SCALE
/--\ GROUNDING NOTE CUSTOMER SITE NAME.
�!�SCALE TNOTT3SCALE �� I I LIT -595
ATC SITE NUMBER:
GROUNDING NOTES:
cricl4et
1.
ALL ELECTRICAL AND GROUNDING AT THE CELL SITE SHALL COMPLY WITH THE NATIONAL ELECTRICAL CODE (NEC), NATIONAL FIRE PROTECTION ASSOCIATION
commuEdcadons, iNc
(NFPA) 780 (LATEST EDITION), AND MANUFACTURER.
2.
IF THE AC PANEL IN THE POWER CABINET IS WIRED AS SERVICE ENTRANCE, THE AC SERVICE GROUND CONDUCTOR SHALL BE CONNECTED TO GROUND
#2 STRANDED INSULATED
MECHANICAL CONNECTION
0 - (FROM EOUIPMENIT TO MGB)
2515 MARYLAND
LITTLE ROCK, AR 72202-3414
ELECTRODE SYSTEM. WHEN THE AC PANEL IN THE POWER CABINET IS CONSIDERED A SUB -PANEL, THE GROUND WIRE SHALL BEWSTALUED IN THE AC POWER
A-EXOTHERMIC WELD (CADWELD)
ME5E�%K�AWORTHEACC PAWNG
CONDUIT. THE INSTALLATION SHALL BE PER LOCAL AND NATIONAL ELECTRIC CODE (NFPA-70).
DRAWN BY.' CDL
SEFMOE�ME
TOWEZLLC�N
3.
EXOTHERMIC WELDING IS RECOMMENDED FOR GROUNDING CONNECTION WHERE PRACTICAL OTHERWISE, THE CONNECTION SHALL BE MADE USING
AND FVkJCAT]ON �LL BERESTMCFED TO ME
COMPRESSION TYPE -2 HOLES. LONG BARREL LUGS OR DOUBLE CRIMP CLAMP"C* CLAMP. THE COPPER CABLES SHALL BE COATED WITH ANTIOXIDANT (COPPER
Om� sff FM �'*' T� ME MFAI�a Amf
Lr5f OR Cr�MOWW OMER � TAAT �104 PKWE!
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9,101 !;
SHIELD) BEFORE MAKING THE CONNECTIONS. THE MANUFACTURER'S TORQUING RECOMMENDATIONS ON THE BOLTASSEMBLYTO SECURE CONNECTIONS
TUAW2rAy 70� UC W TA V%��D �A r
J0131"n' q914q7Kq
ARE TO BE FOLLOWED.
iMCny rRoHarrfO T1W FO THESE DOCUMENTS
�Ll K� ME PROMMY OF �� TaWERS
SHEET TITLE:
aC VAJE"k 00 NOT ME MOJECF 0 GKE�-
Nr"n ME Ako�TKT N� THE D(C�EER V M. BE
4.
THE ANTENNA CABLES SHALL BE GROUNDED AT THE TOP AND BOTTOM OF THE VERTICAL RUN FOR LIGHTING PROTECTION. THE ANTENNA CABLE SHIELD
14WKWG c"Ilm rDNVmjvm
FILL TEST WELL TO WITHIN 2'OF
SHALL BE BONDED TO A COPPER GROUND BUSS AT THE LOWER MOST POINT OF A VERTICAL RUN JUST BEFORE IT BEGINS TO BEND TOWARD THE
PROAC?
AND�AMSFCANTV�LLC
TOP OF GROUND LOOP WIRE
HORIZONTAL PLANE. WIRE RUNS TO GROUND SHALL BE KEPT AS STRAIGHT AND SHORTAS POSSIBLE ANTENNA CABLE SHIELD SHALL BE GROUNDED JUST
Oftoa-MOU � � JV4*Na Of DM DMMNC
1% RA-CWLIfO gr ME LATEST VEMON ON FILE WTM
#2 AWG SOLID TINNED 5/8'Ox I O'LONG COPPER
BEFORE ENTERING THE CELL CABINET. ANY ANTENNA CABLES OVER 200 FEET IN LENGTH SHALL ALSO BE EQUIPPED WITH ADDITIONAL GROUNDING AT
�Qwlcmlmttl:
5.
MID-POINrr.
ALL GROUNDING CONDUCTORS INSIDE THE BUILDING SHALL BE RUN IN CONDUIT RACEWAY SYSTEM, AND SHALL BE INSTALLED AS STRAIGHT AS PRACTICAL
WITH MINOR BENDS TO AVOID OBSTRUCTIONS. THE SENDING RADIUS OF ANY #2 GROUNDING CONDUCTOR IS 8* ' PVC RACEWAY MAY BE FLEXIBLE OR RIGID
A
PER THE FIELD CONDITIONS. GROUNDING CONDUCTORS SHALL NOT MAKE CONTACT WITH ANY METALLIC CONDUrFS, SURFACES OR EQUIPMENT.
6.
PROVIDE PVC SLEEVES WHERE GROUNDING CONDUCTORS PASS THROUGH THE BUILDING WALLS AND/OR CEILINGS.
A Rw
7.
INSTALL GROUND BUSHINGS ON ALL METALLIC CONDUITS AND BOND TO THE EOUIPMENT GROUND BUSS IN THE PANEL BOARD
ATC TOWER SERVICES, INC.
S.
GROUND ANTENNA BASES, FRAMES, CABLE RACKS AND OTHER METALLIC COMPONENTS WITH #2 GROUNDING CONDUCTORS AND CONNECTTO INSULATED
8505 FREEPORT PARKWAY
SURFACE MOUNTED GROUND BARS. CONNECTION DETAILS SHALL FOLLOW MANUFACTURER'S SPECIFICATIONS FOR GROUNDING.
SUITE 135
IRVING. TX 75063
9.
GROUND COAXIAL SHIELD AT BOTH ENDS USING MANUFACTURER'S GUIDELINES.
(972) 999-8900 Tel
(972) 999-8940 Fax
GROUND FIELD TEST PROCEDURE:
A THE CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE A"FAUL OF POTENTIAUTESTON THE NEW SUPPLEMENTAL GROUND FIELD PRIOR TO FINAL
NYSE ANTr
CONNECTION OF THE GROUNDING SYSTEM TO EQUIPMENT. THE TEST SHALL BE PERFORMED BY A QUAUFIED AND CERTIFIED TESTING AGENT. PROVIDE
INDEPENDENT TEST RESULTS TO THE PROJECT MANAGER FOR REVIEW. THE GROUND SYSTEM RESISTANCE TO EARTH GROUND SHALL NOT EXCEED FIVE
(5) OHMS. IF THE GROUND TEST EXCEEDS THE MAXIMUM OF 5 OHMS THE CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE ADDITIONAL GROUND
CUSTOMER SITE NUMBER:
I
CONNECTIONS AS REQUIRED TO MEETTHE 5 OHMS MAXIMUM.
LIT -595
/--\ GROUNDING NOTE CUSTOMER SITE NAME.
�!�SCALE TNOTT3SCALE �� I I LIT -595
LICENSED
8'x 36# DP. INSPECTION
ATC SITE NUMBER:
GROUNDING LEGEND:
300297
5/8-x8' -0- COPPERCLAD GROUND
-XITGROUNDROD #2 AWG BCW
0
ROD AT EACH CORNER
SrFEADDRESS:
-GROUND TEST WELL AT ROD
#2 STRANDED INSULATED
MECHANICAL CONNECTION
0 - (FROM EOUIPMENIT TO MGB)
2515 MARYLAND
LITTLE ROCK, AR 72202-3414
FINISHED
A-EXOTHERMIC WELD (CADWELD)
STAMP HERE
GRADE
LICENSED
8'x 36# DP. INSPECTION
Lpmr
SUEEVE,PVC OR SOIL PIPE
WITH CAP OR EQUIVALENT
Ift No.
Im vi
�*'
CADWELD CONNECTION
,M:Kft too
FINISHED
STAMP HERE
GRADE
DRAWN BY.' CDL
Zo I w WIDE SLOT FOR GROUND
_
fx WIRE EXTEND 2'ABOVE
0 GROUND WIRE
CHECKED BY: SAE
5-1-2012
zo Lu
9,101 !;
DATE DRAWN:
J0131"n' q914q7Kq
SHEET TITLE:
3/4- CRUSHED STONE OR EQUAL
FILL TEST WELL TO WITHIN 2'OF
TOP OF GROUND LOOP WIRE
GROUNDING
#2 AWG SOLID TINNED 5/8'Ox I O'LONG COPPER
PLAN AND
COPPER WIRE (EXTERIOR
GROUND RING) CLAD GOUND ROD
NOTES
SHEET NUMBER: REV r]
(:DG UNDING TEST WELL
_�21R
s �O�
CA OT TO SCALE G 0
GROUND
#2 AWG
CA13LE TO
CABLE CADWELD
GROUND
#2 AWG
VERTICAL POST NOT
CONNECTED TO
RING
NOTE:
1. VERTICAL POSTS SHALL BE BONDED TO THE RING AT EACH CORNER AND
AT EACH GATE POST. AS A MINIMUM ONE VERTICAL POST SHALL BE BONDED
TO THE GROUND RING IN EVERY 100 FOOT STRAIGHT RUN OF FENCE.
2. HORIZONTAL POLES SHALL BE BONDED TO EACH OTHER.
3. BOND EACH HORIZONTAL POLE/BRACE TO EACH OTHER AND TO
cAATE GROUNDING DETAIL (IF APPLICABLE)
, LE: NOT TO SCALE
1111milmilli
E NOTE
3&4
L-Amt==��LMA��
#2 AWG BCW CABLE TO CABLE #2 AWG BCW
CAD�WIE�LD ITYP.j
r2 -
RING GROUND #2 AWG BCW 136- MIN. BELOW GRADE)
NOTE:
1. THE #2 AWG, BCW, FROM THE RING GROUND SHALL BE CADWELDED TO THE
POST ABOVE GRADE.
2 BOND EACH HORIZONTAL POLE/BRACE TO EACH OTHER AND TO EACH
VERTICAL POLE BONDED TO THE EXTERIOR GROUND RING
3. GATE JUMPER SHALL BE #4/0 AWG WELDING CABLE WITH SLEEVES ON EACH
END DESIGNED FOR EXOTHERMIC WELDING.
4. GATE JUMPER SHALL BE INSTALLED SO THAT IT WILL NOT BE SUBJECTED TO
DAMAGING STRAIN WHEN GATE IS FULLY OPEN IN EITHER DIRECTION.
FENCE GROUNDING DETAIL f IF APPLICABLE)
���SCALE �NOTTO9CALE
GROUND LEAD
#6 AWG FOR COAX GROUNDS DIRECT BOLT MOUNTING BRACKETS
(SUPPLIED WITH GROUND BAR)
1/4'THICK x 2'x I O'COPPER GROUND BAR
(KOPR-SHIELD COATED).
ANDREW PART No. MTC9674TS
(OR APPROVED EQUAL) MOUNTED
TO TOWER TOP, IN A NON -INSULATED
MANNER.
CONTRACTOR TO UTILIZE
KOPR-SHIELD (THOMAS &
BETTS) ON ALL LUG
CONNECTIONS
TOP TOWER GROUND BAR DETAIL
SCALE: NOT TO SCALE
4
#2 TINNED SOLID COPPER
GROUND WIRE CONNECTED TO
GROUND RING WITH EXOTHERMIC
CONNECTION, TYP.
NOTE: N�-L
REVISED STANDARD
TO REQUIRE GRUUNIJ
BAR PLACEMENT TO
INCLUDE CAD WELD
AND OR LUG
CONNECTION. FIELD
VERIFY.
TWO HOLE LONG BARREL
COMPRESSION LUGS, TYP.
CONTRACTOR TO UTILIZE KOPR-SHIEUD
(THOMAS & BETTS) ON ALL LUG
CONNECTIONS
ICEBRIDGE CA13LE TRA CABLE TRAY GROUND
JUMPER W UND I JUMPER W/TWO
HOLE L U ECTORS HOLE LUG CONNECTOR
AT EACH JOINT. AT TRAY AND CADWELD
p CONNECTION AT POST.
#6 INSULATED GROUND --,'
.
N)
I
LEADS FROM COAX GROUND
KITS WITH TWO HOLE LONG
BARREL COMPRESSION LUG
I
MTC 976715 - 15'
MTC 976720 - 20'
Z CONDLIJ
FOR POWER
2'FLEXIBLE CONDUIT
2"CONDU�
FOR TELCO
2'SCHED. 40 PVC CONDUIT
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MTC 976720 - 20'
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ATC TOWER SERVICES, INC
8505 FREEPORT PARKWAY
SUITE 135
IRVING, TX 75063
1972) 999-8900 Tel.
(972) 999-8940 Fax
NYSE AVr
CUSTOMER SITE NUMBER:
LIT -595
CUSTOMER SITE NAME:
LIT -595
ATC SITE NUMBER:
300297
SITE ADDRESS:
2515 MARYLAND
LITTLE ROCK AR 72202-3414
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STAMP HERE:
DRAWN BY: CDL
CHECKED BY, SAE
DATE DRAWN: 5-1-2012
jcU NO: 493457K3
rrLE:
GROUNDING
DETAILS
SHEET NUMBER: REV. #
G-2 1 0
IMPORTANT NOTE:
THE CONTRACTOR MUST PROVIDE CLOSE-OUT DOCUMENTS AT THE FINAL
INSPECTION WALK BEFORE PAYMENTS WILL BE MADE.
GENERAL REQUIREMENTS
1. THE CONTRACTOR SHALL GIVE ALL NOTICES AND COMPLY WITH ALL
LAWS, ORDINANCES, RULES, REGULATIONS, AND LAWFUL ORDERS OF ANY
PUBLIC AUTHORITY, MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS,
AND LOCAL AND STATE JURISDICTIONAL CODES BEARINGONTHE
PERFORMANCE OF THE WORK. THEWORK PERFORMED ON THE PROJECT
AND THE MATERIALS INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL
APPLICABLE CODES, REGULATIONS, AND ORDINANCES.
2. THE ARCHITECT/ENGINEER HAVE MADE EVERY EFFORT TO SET
FORTH IN THE CONSTRUCTION AND CONTRACT DOCUMENTS THE
COMPLETE SCOPE OF WORK. THE CONTRACTOR BIDDING THE JOB IS
NEVERTHELESS CAUTIONED THAT MINOR OMISSIONS OR ERRORS IN THE
DRAWINGS AND OR SPECIFICATIONS SHALL NOT EXCUSE SAID
CONTRACTOR FORM COMPLETING THE PROJECT AND IMPROVEMENTS IN
ACCORDANCE WITH THE INTENT OF THESE DOCUMENTS.
3. THE CONTRACTOR OR BIDDER SHALL BEAR THE RES PONSIBILrrY
OF NOTIFYING (IN WRITING) CRICKET'S REPRESENTATIVE OF ANY
CONFLICTS, ERRORS, OR EMISSIONS PRIOR TO THE SUBMISSION OF
CONTRACTOR'S PROPOSAL OR PERFORMANCE OF WORK.
4. THE SCOPE OF WORK SHALL INCLUDE FURNISHING ALL
MATERIALS, EQUIPMENT, LABOR AND ALL OTHER MATERIALS AND
LA13OR DEEMED NECESSARY TO COMPLETE THE WORK/PROJECTAS
DESCRIBED THEREIN.
5- THE CONTRACTOR SHALL VISIT THE JOB SITE PRIOR TO THE
SUBMISSION OF BIDS OR PERFORMING WORK TO FAMILIARIZE HIMSELF
WITH THE FIELD CONDITIONS AND TO VERIFY THAT THE PROJECT CAN
BE CONSTRUCTED IN ACCORDANCE WITH THE CONTRACT.
6. THE CONTRACTOR SHALL OBTAIN AUTHORIZATION TO PROCEED
WITH CONSTRUCTION PRIOR TO STARTING WORK ON ANY ITEM NOT
CLEARLY DEFINED BY THE CONSTRUCTION DRAWINGS/CONFFRACT.
7. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND
MATERIALS ACCORDING TO THE MANUFACTURER'S/VENDOR'S
SPECIFICATIONS UNLESS OTHERWISE OR WHERE LOCAL CODES OR
ORDINANCES TAKE PRECEDENCE.
8. THE CONTRACTOR SHALL MAINTAIN A FULL SET OF
CONSTRUCTION DOCUMENTS AT THE SITE UPDATED WITH THE LATEST
REVISIONS AND ADDENDUMS OR CLARIFICATIONS AVAILA13LE FOR THE
USE BY ALL PERSONNEL INVOLVED WITH THE PROJECT.
9. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE PROJECT
DESCRIBED HEREIN. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE
FOR ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES.
AND PROCEDURES AND FOR COORDINATING ALL PORTIONS OF THE
WORK UNDER THE CONTRACT.
10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL
PERMITS AND INSPECTIONS WHICH MAY BE REQUIRED FOR THE WORK
BY THE ARCHITECr/ENGINEER, THE STATE, COUNTY OR LOCAL
GOVERNMENT AUTHORITY.
11. THE CONTRACTOR SHALL MAKE NECESSARY PROVISIONS TO
PROTECT EXISTING IMPROVEMENTS, EASEMENTS, PAVING, CURBING, ETC
DURING CONSTRUCTION. UPON COMPLETION OF WORK THE
CONTRACTOR SHALL REPAIR ANY DAMAGE THAT MAY HAVE OCCURRED
DUE TO CONSTRUCTION ON OR ABOUT THE PROPERTY.
12. THE CONTRACTOR SHALL KEEP THE GENERAL WORK AREA
CLEAN AND HAZARD FREE DURING CONSTRUCTION AND DISPOSE OF
ALL DIRT, DEBRIS, RUBBISH AND REMOVE EQUIPMENT NOT SPECIFIED
AS REMAINING ON THE PROPERTY. PREMISES SHALL BE LEFT IN
CLEAN CONDITION AND FREE FORM PLAIN SPOTS, DUST OR SMUDGES
OF ANY KIND.
13. THE CONTRACTOR SHALL COMPLY WITH ALL PERTINENT
SECTIONS OF THE APPLICABLE BUILDING CODES AND ALL OSHA
REQUIREMENTS AS THEY APPLY TO THIS PROJECT.
14 THE CONTRACTOR SHALL NOTIFY CRICKET'S REPRESENTATIVE
WHERE A CONFLICT OCCURS ON ANY OF THE CONTRACT DOCUMENTS.
THE CONTRACTOR IS NOT TO ORDER MATERIAL OR CONSTRUCT ANY
PORTION OF THE WORK THAT IS IN CONFLICT UNTIL CONFLICT IS
RESOLVED BY CRICKET'S REPRESENTATIVE.
15. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS,
PROPERTY LINES, ETC. ON THE JOB.
16. THE CONTRACTOR SHALL NOTIFY THE RIF ENGINEER FOR
ANTENNA AZIMUTH VERIFICATION (DURING ANTENNA INSTALLATION)
PRIOR TO COORDINATING SITE SWEEPING.
17. THE CONTRACTOR SHALL SUBMIT, AT THE END OF THE
PROJECT, A COMPLETE SET OF AS -BUILT DRAWINGS TO CRICKET'S
PROJECT MANAGER.
SITE WORK AND DRAINAGE
EARTHWORK, EXCAVATION, AND GRADING
PARTI GENERAL
1.01 WORK INCLUDED: REFER TO SURVEY AND SITE
PLAN FOR WORK INCLUDED.
1.02 RELATED WORK
A. CONSTRUCTIONOF EQUIPMENT FOUNDATIONS
B. INSTALLATION OF ANTENNA SYSTEM
1.03 DESCRIPTIONS
A. ACCESS ROAD, TURNAROUND AREAS, AND SIRES ARE
CONSTRUCTED TO PROVIDE A WELL DRAINED, EASILY MAINTAINED, EVEN
SURFACE FOR MATERIAL AND EQUIPMENT DELIVERIES AND
MAINTENANCE PERSONNEL ACCESS.
104 QUALITY ASSURANCE
A. APPLY SOIL STERILIZER IN ACCORDANCE WITH MANUFACTURER'S
RECOMMENDATION (USE AS NEEDED)
B. VEGETATION LANDSCAPING, IF INCLUDED WITHIN THE CONTRACT
WILL BE PLACED AND MAINTAINED AS RECOMMENDED BY NURSERY
INDUSTRY STANDARDS
105 SEQUENCING
A. CONTRACTOR IS RESPONSIBLE FOR LAYOUT AND CONSTRUCTION STAKING.
B. GRUB THE COMPLETE ROAD AND SITE AREA PRIOR TO FOUNDATION
CONSTRUCTION OR PLACEMENT OF BACKFILL OR SUB -BASE MATERIAL
C CONSTRUCT TEMPORARY CONSTRUCTION ZONE ALONG ACCESS DRIVE
D. THE SITE AREA WILL BE BROUGHT TO SUB -BASE COURSE
ELEVATION AND THE ACCESS ROAD TO BASE COURSE ELEVATION PRIOR
TO FORMING FOUNDATIONS.
E. APPLY SILT STERILIZER PRIOR TO PLACING BASE MATERIAI S.
F IF REQUIRED, GRADE, SEED, FERTILIZE AND MULCH DISTURBED
AREAS IMMEDIATELY AFTER BRINGING THE SITE AND ACCESS ROAD TO
BASE ELEVATION. WATER TO ENSURE GROWTH.
G. REMOVE EXCESS GRAVEL FROM TEMPORARY CONSTRUCTION
ZONE.
H. AFTER APPLICATIONS OF FINAL SURFACES, APPLY SOIL
STERILIZER TO THE STONE SURFACES.
1-06 SUBMITTALS
A. BEFORE CONSTRUCTION
I IF LANDSCAPING IS APPLICABLE TO THE CONTRACT,
SUBMIT TWO COPIES OF THE LANDSCAPING PLAN UNDER NURSERY
LETTERHEAD IF A LANDSCAPE ALLOWANCE IS INCLUDED IN THE
CONTRACT, PROVIDE AN ITEMIZED LISTING OF PROPOSED COSTS UNDER
NURSERY LETTERHEAD (REFER TO SITE PLAN FOR LANDSCAPING
REQUIREMENT).
2. SUBMIT FOR APPROVAL 112 CUBIC FOOT OF THE
PROPOSED SURFACE COURSE MATERIAL.
3. LANDSCAPING WARRANTY STATEMENT, IF REQUIRED.
PART 2 PRODUCTS
2.01 MATERIALS
A ROAD AND SITE MATERIALS; FILL MATERIAL SHALL BE
ACCEPTABLE, SELECT FILL SHALL BE IN ACCORDANCE WITH LOCAL
DEPARTMENT OF HIGHWAY AND PUBLIC TRANSPORTATION STANDARD
SPECIFICATIONS.
B. SOIL STERILIZER SHALL BE EPA REGISTERED OF LIQUID
COMPOSITION AND OF PRE -EMERGENCE DESIGN.
C. SOIL STABILIZER FABRIC SHALL BE MIRAFI OR EQUAL - 50OX AT
ACCESS ROAD AND SOAK AT COMPOUND.
D. GRAVEL FILL; WELL GRADED, HARD, DURABLE, NATURAL SAND
AND GRAVEL, FREE FROM ICE AND SNOW, ROOTS, SOD RUBBISH, AND
OTHER DELETERIOUS OR ORGANIC MATTER. MATERIAL SHALL CONFORM
TO THE FOLLOWING GRADATION REQUIREMENTS.
Q S. SIEVE NO % PASSING BY WEIGHT
4" 100
112- 50-85
#4 40-75
#10 30-60
#40 IG -30
#100 5-20
#200
GRAVEL FILL TO BE PLACED IN LIFTS OF 9'MAXIMUM THICKNESS AND
COMPACTEDT095 %DENSITY.
2.02 EQUIPMENT
A. COMPACTION SHALL BE ACCOMPLISHED BY MECHANICAL MEANS
LARGER AREAS SHALL BE COMPACTED BY SHEEPS FOOT, VIBRATORY
OR RUBBER TIED ROLLERS WEIGHING AT LEAST FIVE TONS. SMALLER
AREAS SHALL BE COMPACTED BY POWER -DRIVER, HAND HELD
TAMPERS.
B PRIOR TO OTHER EXCAVATION AND CONSTRUCTION EFFORTS
GRUB ORGANIC MATERIAL TO A MINIMUM OF 6' BELOW ORIGINAL
GROUND LEVEL.
C. UNLESS OTHERWISE INSTRUCTED BY CRICKET COM. REMOVE
TREES, BRUSH AND DEBRIS FROM THE PROPERTY TO AN AUTHORIZED
DISPOSAL LOCATION.
D. PRIOR TO PLACEMENT OF FILL OR BASE MATERIALS, ROLL THE SOIL.
E. WHERE UNSTABLE SOIL CONDITIONS ARE ENCOUNTERED, LINE THE
GRUBBED AREAS WITH STABILIZER MAT PRIOR TO PLACEMENT OF FILL
OR BASE MATERIAL.
3.03 INSTALLATION
A. THE SITE AND TURNAROUND AREAS SHALL BEAT THE
SUB -BASE COURSE ELEVATION PRIOR TO FORMING FOUNDATIONS.
GRADE OR FILL THE SITE AND ACCESS ROAD AS REQUIRED TO
PRODUCE EVEN DISTRIBUTION OF SPOILS RESULTING FROM FOUNDATION
EXCAVATIONS. THE RESULTING GRADE SHALL CORRESPOND WITH SAID
SUB -BASE COURSE, ELEVATIONS ARE TO BE CALCULATED FORM
FINISHED GRADES OR SLOPES INDICATED.
B. CLEAR EXCESS SPOILS, IF ANY, FROM JOB SITE AND DO NOT
SPREAD BEYOND THE LIMITS OF CRICKET INC. LEASE PROPERTY
UNLESS AUTHORIZED BY PROJECT MANAGER.
C THE ACCESS ROAD SHALL BE BROUGHT TO BASE COURSE
ELEVATION PRIOR TO FOUNDATION CONSTRUCTION,
D. DO NOT CREATE DEPRESSIONS WHERE WATER MAY POND
E. THE CONTRACT INCLUDES ALL NECESSARY GRADING, BANKING,
DITCHING AND COMPLETE SURFACE COURSE FOR ACCESS ROAD. ALL
ROADS OR ROUTES UTILIZED FOR ACCESS TO PUBLIC THOROUGHFARE
IS INCLUDED IN SCOPE OF WORK UNLESS OTHERWISE INDICATED.
F. WHEN IMPROVING AN EXISTING ACCESS ROAD, GRADE THE
EXISTING ROAD TO REMOVE ANY ORGANIC MATTER AND SMOOTH THE
SURFACE BEFORE PLACING FILL OR STONE.
G. PLACE FILL OR STONE IN 3" MAXIMUM LIFTS AND COM PACT
BEFORE PLACING NEXT LIFT.
H. THE FINISH GRADE, INCLUDING TOP SURFACE COURSE, SHALL
EXTEND A MINIMUM OF 12' BEYOND THE SITE FENCE AND SHALL
COVER THE AREA AS INDICATED.
1. RIPRAP SHALL BE APPLIED TO THE SIDE SLOPES OF ALL FENCED
AREAS, PARKING AREAS AND TO ALL OTHER SLOPES GREATER THAN
2:1
J. RIPRAP SHALL BE APPLIED TO THE SIDES OF DITCHES OR
DRAINAGE SWALES AS INDICATED ON PLANS.
K. RIPRAP ENTIRE DITCH FOR 6-0"IN ALL DIRECTIONS AT
CULVERT OPENINGS.
L. SEED, FERTILIZER AND STRAW COVER SHALL BE APPLIED TO ALL
OTHER D:STURBED AREAS AND DITCHES, DRAINAGE, SWALES, NOT
OTHERW SE RIP -RAPPED.
M. UNDER NO CIRCUMSTANCES SHALL DITCHES, SWALES OR
CULVERTS BE PLACED SO THEY DIRECT WATER TOWARDS, OR PERMIT
STANDING WATER IMMEDIATELY ADJACENT TO SITE. IFOWNERDESIGNS
OR IF DESIGN ELEVATIONS CONFLICT WITH THIS GUIDANCE ADVISE THE
OWNER IMMEDIATELY.
N. IFA DrTCH LIES WITH SLOPES GREATER THAN TEN PERCENT,
MOUND DIVERSIONARY HEADWALLS IN THE DrrCH FOR 6'-O'ABOVE
THE CULVERT ENTRANCE
0. SEED AND FERTILIZER SHALL BE APPLIED TO SURFACE
CONDITIONS WHICH WILL ENCOURAGE ROOTING. RAKE AREAS TO BE
SEEDED TO EVEN THE SURFACE AND TO LOOSEN THE SOIL.
P. SOW SEED IN TWO DIRECTIONS IN TWICE THE OUANITITY
RECOMMENDED BY THE SEED PRODUCER.
Q IT IS THE CONTRACTOR'S RESPONSIBILITY TO ENSURE GROWTH
OF SEEDED AND LANDSCAPED AREAS BY WATERING UP TO THE POINT
OF RELEASE FROM THE CONTRACT. CONTINUE TO REWORK BARE
AREAS UNTIL COMPLETE COVERAGE IS OBTAINED.
3,04 FIELD QUALITY CONTROL
A. COMPACTION SHALL BE 90 % MAXIMUM DENSITY IN ACCORDANCE
WITH ASTM D-1557 FOR SITE WORKAND 95 % MAXIMUM DENSITY
UNDER SLAB AREAS. AREAS OF SETTLEMENT WILL BE EXCAVATED AND
REFILLED AT CONTRACTOR'S EXPENSE
3.05 PROTECTION
A. PROTECT SEEDED AREAS FORM EROSION BY SPREADING STRAW
TO A UNIFORM LOOSE DEPTH OF 1 �-2'. STAKE AND TIE DOWN AS
REQUIRED. USE OF EROSION CONTROL MESH OR MULCH NET SHALL BE
AN ACCEPTABLE ALTERNATIVE.
B. ALL TIRES PLACED IN COMUNCTION WITH A LANDSCAPE
CONTRACT SHALL BE WRAPPED, TIED WITH HOSE PROTECTED WIRE AND
SECURED TO STAKES EXTENDING 2'-O"INTO THE GROUND ON FOUR
SIDES OF THE TREE
C. ALL EXPOSED AREAS SHALL BE PROTECTED AGAINST WASHOUTS
AND SOIL EROSION. STRAW 13ALES SHALL BE PLACED AT THE INLET
APPROACH TO ALL NEW OR EXISTING CULVERTS.
CHAIN LINK FENCE
PART I -GENERAL
4.01 SEQUENCING
A. IF THE SITE AREA HAS BEEN BROUGHT UP TO SURFACE COURSE
ELEVATION PRIOR TO FENCE CONSTRUCTION, FENCE POST EXCAVATION
SPOILS MUST BE CONTROLLED TO PRECLUDE CONTAMINATION OF SAID
SURFACE COURSE.
4.02 APPLICABLE STANDARDS
ASTWA120 SPECIFICATION FOR PIPE, STEEL BLACK AND
HOT -DIPPED ZINC COATED (GALVANIZED) WELDED AND SEAMLESS FOR
ORDINARY USES
ASTM -A123 ZINC (HOT -DIP GALVANIZED) COATING ON IRON AND
STEEL PRODUCTS.
ASTM-AS25 STANDARD SPECIFICATION FOR STEEL SHEET ZINC
COATED (GALVANIZED) BY THE HOT -DIPPED PROCESS -
FEDERAL SPECIFICATION RR -F -191 -FENCING, WIRE AND POST METAL
(AND GATES. CHAIN LINK FENCE FABRIC AND ACCESSORIES).
PART 2 - PRODUCTS
4.03 FENCE MATERIALS
A ALL FABRIC WIRE, RAILS, POLES, HARDWARE AND OTHER STEEL
MATERIALS SHALL BE HOT -DIPPED GALVANIZED -
B. FABRIC SHALL BE 8'-O'HIGH X 2'CHAN LINK MESH OF NO. 9
GAUGE (0. 148) WIRE. THE FABRIC SHALL HAVE A TWISTED AND
BARBED FINISH FOR THE TOP EDGES AND A KNUCKLED FINISH FOR
THE BOTTOM EDGES, FABRIC SHALL CONFORM TO THE SPECIFICATIONS
OF ASTM A-392 CLASS 1.
C. BARBED WIRE SHALL BE DOUBLE -STRAND, 12 GAUGE TWISTED
WIRE, WITH 14 GAUGE 4 POINT ROUND BARBS SPACED AT 5* O.C.
D. ALL POSTS SHALL BE SCHEDULE 20 -GALVANIZED STEEL PIPE
AND SHALL BE TYPE 1 ASTM A-1 23 AND OF THE FOLLOW) NG DIAMETER
(OD PER FENCE INDUSTRY STANDARDS).
LINE 23/8 -
CORNER 3'
GATE 3"
E. EXTEND GATE AND CORNER POSTS 12', INCLUDING DOME CAP,
TO PROVIDE FOR ATTACHMENT OF BARBED WIRE.
F. ALL TOP AND BRACED RAIL SHALL BE 1 5/8- DIAMETER
SCHEDULE- 20 MECHANICAL -SERVICE PIPE. FRAMESSHALLHAVE
WELDED CORNERS,
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ATC TOWER SERVICES, INC.
8505 FREEPORT PARKWAY
SUITE 135
IRVING, TX 75063
1972) 999-8900 Tel.
(972) 999-8940 Fax
NYSE AMT
CUSTOMER SITE NUMBER:
LIT -595
CUSTOMER SITE NAME:
LIT -595
ATC SITE NUMBER:
300297
SIFFEADDRESS:
2515 MARYLAND
LITTLE ROCK AR 72202-3414
.4A%� &TE op
0 ARKANSAS
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LICENSED
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STA MP HERE:
DRAWN BY. COL
CHECKED BY: SAE
N
i A DRAWN: 5-1-2012
_
JOB NO: 493457K3
SHEETTFLE:
GENERAL NOTES I
SHEET NUMBER.
REV k
GN- I
1 0
iE
G. GATE FRAMES SHALL HAVE A FULL -HEIGHT VERTICAL BRACE
AND A FULL -WIDTH HORIZONTAL BRACE, SECURED IN PLACE BY USE
OF GATE BRACE CLAMPS.
H. GATE HINGES SHALL BE MERCHANTS METAL MODEL 64386 HINGE
ADAPTER WITH MODEL 6409,188 DEGREE ATTACHMENT, OR EQUAL
1. THE GUIDE (LATCH ASSEMBLY) SHALL BE TAMPER PROOF.
J. LATCHES, STOPS, AND KEEPERS SHALL BE PROVIDED FOR ALL
GATES.
K. ALL STOPS SHALL HAVE A FULL -HEIGHT PLUNGER BAR WITH
DOME CAP.
L. DOUBLE GATES SHALL HAVE A FULL -HEIGHT PLUNGER BAR WITH
DOME CAP.
M. A NO. 7 GAUGE ZINC COATED TENSION WIRE SHALL BE USED AT
THE BOTTOM OF THE FABRIC, TERMINATED WITH BAND CLIPS AT
CORNER AND GATE POSTS,
N. A 6-X 112- EYE-BOLTTO HOLD TENSION WIRE WILL BE PLACED
AT LINE POSTS.
0. STRETCHER BARS SHALL BE 3/16- X 3/4' OR HAVE
EQUIVALENT CROSS SECTIONAL AREA.
P. ALL CORNER, GATE AND END PANELS SHALL HAVE A 3/8 -
TRUSS ROD WITH TURNBUCKLES AND BE BRACED WITH ONE 1 -5/8 -
HORIZONTAL COMPRESSION MEMBER, SECURELY ATTACHED WITH [RON
FITTINGS.
R. PROVIDE OTHER HARDWARE INCLUDING BUT NOT LIMITED TO TIE
CLIPS, BAND CLIPS AND TENSION BAND CLIPS.
S. BARBED WIRE GATE GUARDS SHALL BE FITTED WITH DOME CAPS.
T. BARBED WIRE SUPPORT ARMS SHALL BE CAST ]RON WITH SET
BOLT AND LOCK WIRE IN THE ARM
U. ALL CAPS SHALL BE CAST STEEL.
V. INSTALL REDWOOD SLATTING IN BETWEEN ALL FABRIC WIRE -
FULL HT.
PART 3 - EXECUFION
4.04 EQUIPMENT., EXCAVATE POST HOLES WITH MECHANICAL AUGER
EQUIPMENT
4.05 INSPECTION: EXCAVATE POST HOLES PER CONSTRUCTION
DOCUMENT CONFIRM PROPER DEPTH AND DIAMETER OF POST HOLE
EXCAVATIONS.
4.06 INSTALLATION
A. POST FOUNDATIONS SHALL HAVE A MINIMUM 6'CONCRETE
COVER UNDER POST.
B. ALL FENCE POSTS SHALL BE VERTICALLY PLUMB WITHIN 1/4- IN
8'-0*.
C AT CORNER POSTS, GATEPOST AND SIDES OF GATE FRAME,
FABRIC SHALL BE ATTACHED WITH STRETCHER AND TENSION
BAND -CLIPS AT Y-3' INFrERVAIS.
D. AT LINE POSTS, FABRIC SHALL BE ATTACHED WITH BAND -CLIPS
AT 1-3* INTERVALS.
E. ATTACH FABRIC TO BRACE RAILS, TENSION WIRE AND TRUSS
RODS WITH TIE CLIPS AT 2'-O"INTERVALS.
F. A MAXIMUM GAP OF I'WILL BE PERMITTED BETWEEN THE CHAIN
LINK FABRIC AND THE FINAL GRADE.
G. GATES SHALL BE INSTALLED SO LOCKS ARE ACCESSIBLE FROM
BOTH SIDES.
H. GATE HINGE BOLTS SHALL HAVE THEIR THREADS PEENED OR
WELDED TO PREVENT UNALTFHORIZED REMOVAL.
4.07 PROTECTION: UPON COMPLETION OF ERECTION, INSPECT FENCE
MATERIAL AND PAINT FIELD CUTS OR GALVANIZING BREAKS WITH
ZINC -BASED PAINT COLOR TO MATCH THE GALVANIZING PROCESS.
CONCRETE
CASTAN-PLACE CONCRETE
PART I - GENERAL
1.01 DESCRIPTION
WORK INCLUDES CONSTRUCTION OF CASTAN-PLACE CONCRETE
FOUNDATIONS, INCLUDING FURNISHING AND INSTALLING READY -MIX
CONCRETE, REINFORCING, FORMWORK, AND ACCESSORY MATERIALS AS
SHOWN ON THE DRAWINGS. CAST -IN-PLACE CONCRETE INCLUDES ALL
SITE CONCRETE, INCLUDING FOUNDATIONS, SLABS ON GRADE,
EQUIPMENT PADS, AND GUARDPOST FOUNDATIONS.
1,02 RELATED WORK
A. COORDINATE UNDER SLA13 CONDUITS.
B. COORDINATE WITH GROUNDING.
1.03 APPLICABLE STANDARDS
A. ACI -301 -SPECIFICATIONS FOR STRUCTURAL CONCRETE
BUILDINGS.
B. ACI 347 - GUIDE TO FORMWORK FOR CONCRETE.
C ASTM C33 - CONCRETE AGGREGATES.
D. ASTM C94 - READY -MIXED CONCRETE
E. ASTM CI 50 - PORTLAND CEMENT.
F. ASTM C260 -AIR-ENITRAINING ADMIXTURES FOR CONCRETE.
G. ASTM C309 - LIQUID MEMBRANE FORMING COMPOUNDS FORMING
COMPOUNDS FOR CURING CONCRETE.
H. ASTM C494 -CHEMICAL ADMIXTURES FOR CONCRETE
1. ASTM A615 -STEEL WELDED WIRE FABRIC FOR CONCRETE
REINFORCEMENT.
J. ASTM A185 -STEEL WELDED WIRE FABRIC FOR CONCRETE
REINFORCEMENT.
1.04 QUALITY ASSURANCE
CONCRETE MATERIALS AND OPERATIONS SHALL BE TESTED AND
INSPECTED BY THE ENGINEER
1.05 TESTS
CONCRETE MATERIALS AND OPERATIONS SHALL BE TESTED AND
INSPECTED BY THE ENGINEER AS THE WORK PROGRESSES. FAILURETO
DETECT ANY DEFECTIVE WORK OR MATERIAL SHALL NOT IN ANY WAY
PREVENT LATER MATERIAL REJECTION WHEN SUCH DEFECT IS
DISCOVERED NOR SHALL IT OBLIGATE THE ENGINEER FOR FINAL
ACCEPTANCE.
A. FIVE CONCRETE TEST CYLINDERS SHALL BETAKEN OF THE
TOWER AND PIER FOUNDATION. TWO SHALL BE TESTED @ THREE
DAYS, TWO C@ TWENTY-EIGHT DAYS- THE FIFTH CYLINDER SHALL BE
KEPT SEPARATELY. IF REQUIRED TO BE USED IN THE FUTURE.
B. ONE ADDITIONAL TEST CYLINDER SHALL BETAKEN DURING COLD
WEATHER AND CURED ON SITE UNDER SAME CONDITIONS AS CONCRETE
IT REPRESENTS.
C. ONE SLUMP TEST SHALL BETAKEN FOR EACH SET OF TEST
CYLINDERS TAKEN.
PART 2 - PRODUCT
2.01 CONCRETE MATERIALS
CONCRETE SHALL BE COMPOSED OF PORTLAND CEMENT, WATER, FINE
AND COARSE AGGREGATES, AND ADMIXTURES AS SPECIFIED BELOW.
ALL WELL MIXED AND BROUGHT TO PROPER CONSISTENCY.
A. CEMENT., CEMENT SHALL BE TYPE 11, GRAY COLOR, LOW -ALKALI
PORTLAND CEMENT CONFORMING TO ASTM C150.
B. FINE AND COARSE AGGREGATES: AGGREGATES FOR USE IN
CONCRETE SHALL COMPLY WITH ASTM C33.
C. WATER: WATER FOR MIXING AND CURING CONCRETE SHALL BE
FREE FROM SEWAGE, OIL, ACID, ALKALI, AND SLATS AND SHALL BE
FREE FORM OBJECTIONABLE QUANTITIES OF SILT, AND OTHER
DELETERIOUS SUBSTANCES.
2.02 ADMIXTURES
A. AIR ENTRAINMENIT: AIR ENTRAINING AGENT SHALL CONFORM TO
ASTIVI C280. THE ADMIXTURE SHALL BE ADDED AS PART OF THE
COMPUTED MIXING WATER REQUIREMENTS. AGENTS PREPARED IN
SOLUTION SHALL BE MAINTAINED ATA UNIFORM STRENGTH AND SHALL
BE BATCH BY MEANS OF RELIABLE MECHANICAL DISPENSERS.
B. CHEMICAL ADMIXTURES: ASTM 494, TYPE A -WATER REDUCING
AND RETARDING.
2.03 CURING COMPOUND: ASTM C309, TYPE 1. CLASS 8;
TRANSLUCENT.
2.04 ACCESSORIES
A NONSHRINK GROUT: PREMIXED COMPOUND CONSISTING OF
NONMETALLIC AGGREGATE, CEMENT, WATER REDUCING AND
PLASTICIZING AGENTS; CAPABLE OF DEVELOPING MINIMUM COMPRESSIVE
STRENGTH OF 7,000 PSI IN 28 DAYS.
B_ JOINT FILLERS BITUMINOUS TYPE, ASTM D1751 OR
NON -BITUMINOUS TYPE, ASTM DI 752
C. ANCHOR BOLTS: ASTM A307. UNPRIMED.
2 05 CONCRETE MIX
A. CONCRETE SHALL BE PROPORTIONED FOR WORKABILITY, MAXIMUM
DENSITY, STRENGTH, AND DURABILITY REQUIREMENTS IN ACCORDANCE
WITH ACI 30 1, THE 28 -DAY DESIGN COMPRESSIVE STRENGTH OF
CONCRETE SHALL SEAS SPECIFIED ON THE DRAWINGS. CONCRETE
FURNISHED MAY BE A COMMERCIAL READY -MIX PROVIDED THAT
DELIVERY TO THE PLACING LOCATION IS SATISFACTORILY ESTABLISHED
AS OCCURRING NOT LATER THAN 45 MINLUES AFTER ADDITION OF
WATER TO THE MIX SLUMP OF DELIVERED CONCRETE SHALL NOT
EXCEED 5".
B. THE FOLLOWING STRENGTHS SHALL BE USED
1. FENCE POSTS FOUNDATIONS -DESIGN COMPRESSIVE
STRENGTH AT 28 DAYS OF 2,000 PSI.
2. EQUIPMENT FOUNDATIONS -DESIGN COMPRESSIVE
STRENGTH AT 28 DAYS OF 4,000 PSI.
3. ALL OTHER CONCRETE NOT SPECIFIED -DESIGN
COMPRESSIVE STRENGTH AT 28 DAYS OF 3,000 PSI.
4. CONCRETE SPECIFICATION FOR MONOPOLE OR TOWER
FOUNDATION SHALL CONFORM TO MANUFACTURER'S RECOMMENDATIONS
C. USE ACCELERATING ADMIXTURES IN COLD WEATHER ONLY WHEN
APPROVED BY THE ENGINEER. USE OF ADM IXTURES WILL NOT RELAX
COLD WEATHER PLACEMENT REQUIREMENTS.
D. USE SET -RETARDING ADMIXTURES DURING HOT WEATHER ONLY
WHEN APPROVED BY THE ENGINEER.
E. ADD AIR ENTRAINING AGENT TO CONCRETE MIX FOR CONCRETE
WORK SUBJECT TO OR EXPOSED TO EXTERIOR.
PART 3 - EXECUrION
3,01 INSPECTION
THE CONTRACTOR SHALL VERIFY ANCHORS, SEATS, PENETRATIONS,
PLATES, REINFORCEMENT, AND OTHER ITEMS TO BE CAST INTO
CONCRETE ARE ACCURATELY PLACED, HELD SECURELY, AND SHALL
NOT CAUSE HARDSHIP IN PLACING CONCRETE.
3.02 PREPARATION
A. THE CONTRACTOR SHALL PREPARE PREVIOUSLY PLACED
CONCRETE BY CLEANING WITH STEEL BRUSH AND APPLYING BONDING
AGENT. APPLY BONDING AGENT IN ACCORDANCE WITH
MANUFACTURERS INSTRUCTIONS.
3.03 PLACING CONCRETE
A. THE ENGINEER SHALL BE NOTIFIED NOT LESS THAN 24 HOURS IN
ADVANCE OF CONCRETE PLACEMENT. UNLESS INSPECTION IS WAIVED
IN EACH CASE, PLACING OF CONCRETE SHALL BE PERFORMED ONLY IN
THE PRESENCE OF THE ENGINEER.
CONCRETE SHALL NOT BE PLACED UNTIL ALL FORMWORK, EMBEDDED
PARTS, STEEL REINFORCEMENT, FOUNDATION SURFACES, AND JOINTS
INVOLVED IN THE PLACING HAVE BEEN APPROVED, AND UNTIL
FACILITIES ACCEPTABLE TO THE CRICKET REPRESENTATIVE HAVE BEEN
PROVIDED AND MADE READY FOR ACCOMPLISHMENT OF THE WORK AS
SPECIFIED. CONCRETE MAY NOT BE ORDERED FOR PLACEMENT UNTIL
ALL ITEMS HAVE BEEN APPROVED AND CRICKET HAS PERFORMED A
FINAL INSPECTION AND GIVEN APPROVAL TO START PLACEMENT
TESTING.
B. PLACEMENT OF CONCRETE SHALL BE IN ACCORDANCE WITH ACI
301.
C. THE CONTRACTOR SHALL ENSURE THAT REINFORCEMENT,
INSERTS, EMBEDDED PARTS, FORMED JOINTS, AND VAPOR BARRIERS
ARE NOT DISTURBED DURING CONCRETE PLACEMENT.
3.04 SURFACE FINISHES
A SURFACES AGAINST WHICH BACKFILL OR CONCRETE SHALL BE
PLACED REQUIRE NO TREATMENT EXCEPT REPAIR OF DEFECTIVE AREAS.
0. SURFACES THAT WILL BE PERMANENTLY EXPOSED SHALL
PRESENT A UNIFORM FINISH PROVIDED BY THE REMOVAL OF FINS AND
THE FILLING OF HOLES AND OTHER IRREGULARITIES WITH DRY PACK
GROUT, OR BY SACKING WITH UTILITY OR ORDINARY GROUr.
C. SURFACES THAT WOULD NORMALLY BE LEVEL AND WHICH WILL
BE PERMANENTLY EXPOSE TO THE WEATHER SHALL BE SLOPED FOR
DRAINAGE UNLESS ENGINEEKS DESIGN DRAWING SPECIFIES A
HORIZONTAL SURFACE OF SURFACES, SUCH AS STAIR THREADS, WALLS,
CURBS, AND PARAPETS SHALL BE SLOPED APPROXIMATELY 1/4 FT.
D. SURFACES THAT WILL BE COVERED BY BACKFILL OR CONCRETE
SHALL BE SMOOTH SCREENED.
E. EXPOSED SLAB SURFACES SHALL BE CONSOLIDATED, SCREENED,
FLOATED, AND STEEL TROWELED. HAND OR POWER -DRIVEN EQUIPMENT
MAY BE USED FOR FLOATING SHALL BE STARTED AS SOON AS THE
SCREENED SURFACE HAS ATTAINED A STIFFNESS TO PERM IT FINISHING
OPERATIONS. FLOATING SHALL BE CONTINUED THE MINIMUM TIME
REQUIRED TO PRODUCE A SURFACE UNIFORM IN TEXTURE AND FREE
FROM SCREENED MARKS OR OTHER IMPERFECTIONS. THE FINAL FINISH
SHALL BE PRODUCED BY USE OF STEEL -BLADED FINISHING TROWELS.
STEEL TROWILING SHALL COMMENCE ONLYAFTER THE SURFACES TO BE
FINISHED HAVE BEEN BROUGHT TO CORRECT ELEVATION AND ALL
SURFACE IMPERFECTIONS CORRECTED. AND SHALL BE CONTINUED ONLY
UNTIL THE SURFACE IS SMOOTH AND UNIFORM IN TEXTURE AND
APPEARANCE. IF FREE WATER IS BROUGHTTO THE SURFACE DURING
THE FINISHING OPERATIONS. IT SHALL BE REMOVED BY SPONGING.
FINISHING SHALL BE TIMED AND PERFORMED SO THAT EXTRA WATER
NEED NOT BE APPLIED TO THE SURFACE BEING TROWELED.
3.05 PATCHING
THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY UPON
REMOVAL OF THE FORMS TO OBSERVE CONCRETE SURFACE CONDITIONS
IMPERFECTIONS SHALL BE PATCHED ACCORDING TO THE ENGINEER'S
DIRECTION
a06 DEFECTIVE CONCRETE
THE CONTRACTOR SHALL NOTIFY OR REPLACE CONCRETE NOT
CONFORMING TO REQUIRED LEVELS AND LINES, DETAILS, AND
ELEVATIONS AS SPECIFIED IN ACT 30 1.
3.07 PROTECTION
A. IMMEDIATELY AFTER PLACEMEIVr, THE CONTRACTOR SHALL
PROTECT THE CONCRETE FROM PREMATURE DRYING, EXCESSIVELY HOT
OR COLD TEMPERATURES. AND MECHANICAL INJURY. FINISHEDWORK
SHALL BE PROTECTED.
B. CONCRETE SHALL BE MAINTAINED WITH MINIMAL MOISTURE LOSS
AT RELATIVELY CONSTANT TEMPERATURE FOR PERIOD NECESSARY FOR
HYDRATION OF CEMENT AND HARDENING OF CONCRETE.
C. ALL CONCRETE SHALL BE WATER CURED BY CONTINUOUS (NOT
PERIODjq FINE MIST SPRAYING OR SPRINKLING ALL EXPOSED
SURFACES. WATER SHALL BE CLEAN AND FREE FROM ACID, ALKALI,
SLATS, OIL, SEDIMENT, OR ORGANIC MATTER. SUCCESSFUL CURING
SHALL BE ASSURED BY USE OF AN AMPLE WATER SUPPLY UNDER
PRESSURE IN PIPES, WITH ALL NECESSARY APPLIANCES OF HOSE,
SPRINKLERS, AND SPRAYING DEVICES -
METALS
PART I -GENERAL
1.01 WORKINCLUIDED
A. THE WORK CONSISTS OF THE FABRICATION AND INSTALLATION
OF ALL MATERIALS TO BE FURNISHED, AND WITHOUT LIMITING THE
GENERALITY THEREOF, INCLUDES ALL EQUIPMENT, LABOR AND SERVICES
REQUIRED FOR ALL STRUCTURAL STEEL WORK INCLUDING ALL ITEMS
INCIDENTAL THERETO AS SPECIFIED HEREIN AND AS SHOWN ON THE
DRAWINGS. INCLUDING:
1. STEEL FRAMING INCLUDING SEAMS, ANGLES, CHANNELS AND
PLATES.
2. WELDING AND BOLTING OF ATTACHMENTS
1.02 REFERENCE STANDARDS
A THE WORK SHALL CONFORM TO THE CODES AND STANDARDS OF
THE FOLLOWING AGENCIES AS FURTHER SIGHTED HEREIN:
1, ASTM: AMERICAN SOCIETY FOR TESTING AND MATERIALS,
196 RACE STREET, PHILADELPHIA, PA 19103, USA AS PUBLISHED IN
'COMPILATION OF ASTM STANDARDS IN BUILDING CODES-.
2. AVIS: AMERICAN WELDING SOCIETY INC., 250INW7TH
STREET, MIAMI, FIL 33125 USA AS PUBLISHED IN -CODE FOR STANDARD
PRACTICE FOR STEEL BUILDINGS AND BRIDGES': *SPECIFICATIONS FOR
THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR
BUILDINGS.'
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ATC TOWER SERVICES, INC.
8505 FREEPORT PARKWAY
SUITE 135
IRVING, TX 75063
1972) 999-8900 Tel.
(972) 999-8940 Fax
NYSE AMT
CUSTOMER SITE NUMBER:
LIT -595
CUSTOMER SITE NAME:
LIT -595
ATC SITE NUMBER:
300297
SITE ADDRESS:
2515 MARYLAND
U`TTLE ROCK, AR 72202-3414
I AFtKMSAS
W4
LICENSED
No. 784
01
'TAMPHERE:
rDRAVIN BY: CDL
C.E,
CHECKED BY:
D A_
ATE DRAWN: 5-1-2012
10B NO 4U497K
SHEETTFLE
GENERAL NOTES 2
SHEET NUMSER� I REV.#
GN -2 1 0
PART 2 - PRODUCTS
2.01 MATERIALS
A. STRUCTURAL STEEL: SHALL COMPLY WITH THE REQUIREMENTS OF
ASTM A36 AND A50 FOR STRUCTURAL STEEL
2.02 WELDING
A. ALL WELDING SHALL BE DONE BY CERTIFIED WELDERS.
CERTIFICATION DOCUMENTS SHALL BE MADE AVAILABLE FOR ENGINEER'S
AND/OR OWNER'S REVIEW IF REQUESTED.
B. WELDING ELECTRODES FOR MANUAL SHIELDED METAL ARC
WELDING SHALL CONFORM TO ASTM 1-233, E70 SERIES. BARE
ELECTRODES AND GRANULAR FLUX USED IN THE SUBMERGED ARC
PROCESS SHALL CONFORM TO AISC SPECIFICATIONS
C. FIELD WELDING SHALL BE DONE AS PER AWSD 1. 1 REQUIREMENTS
VISUAL INSPECTION IS ACCEPTABLE.
D. STUD WELDING SHALL BE ACCOMPLISHED BY CAPACITOR
DISCHARGE (CD) WELDING TECHNIQUE USING MIDWEST FASTENERS, INC.
CD 100 CAPACITOR DISCHARGE STUD WELDER OR EQUAL.
2.2 PROVIDE STUD FASTENERS OF MATERIALS AND SIZES SHOWN
ON DRAWINGS OR AS RECOMMENDED BY THE MANUFACTURER FOR
STRUCTURAL LOADINGS REQUIRED.
2 3 FOLLOW MANUFACTURERS SPECIFICATIONS AND INSTRUCTIONS
TO PROPERLY SELECT AND INSTALL STUD WELDS.
2.03 BOLTING
A. BOLTS SHALL BE 3/4' (MINIMUM) CONFORMING TOASTM A325,
HOT DIP GALVANIZED ORASTM A153, NUTS SHALL BE HEAVY HEX
TYPE.
B. ALL BOLTS SHALL BE INSTALLED IN SLIP CRITICAL CONNECTIONS
CONFORMING TO AISC METHOD, CONFORMING TO THE 1/4 TURN
METHOD.
2.04 FABRICATION
A FABRICATION OF STEEL SHALL CONFORM TO THE AISC AND AWS
STANDARDS AND CODES.
2.05 FINISH
A. STRUCTURAL STEEL EXPOSED TO WEATHER SHALL BE HOT -DIP
GALVANIZED AFTER FABRICATION IN ACCORDANCE WITH ASTM Al 23.
2.06 PROTECTION
A. UPON COMPLETION OF ERECTION INSPECT ALL GALVANIZED
STEEL AND PAINT ANY FIELD CUTS, WELDS, OR GALVANIZED BREAKS
WITH ZINC BASED PAINT, COLOR TO MATCH THE GALVANIZING PROCESS.
3.01 ERECTION OF STEEL
A. PROVIDE ALL ERECTION EQUIPMENT, BRACING, PLANKING, FIELD
BOLTS, NUTS, WASHERS, DRIFT PINS, AND SIMILAR MATERIALS WHICH
DO NOT FORM A PART OF THE COMPLETED CONSTRUCTION, BUT ARE
NECESSARY FOR ITS PROPER ERECTION.
B. ERECT AND ANCHOR ALL STRUCTURAL STEEL IN ACCORDANCE
WITH AISC REFERENCE STANDARDS. ALL WORK SHALL BE ACCURATELY
SET TO ESTABLISHED ATTACHMENTS TO THE CONSTRUCTION OF THE
BUILDING.
C. TEMPORARY BRACING, GUYING, AND SUPPORT SHALL BE
PROVIDED TO KEEP THE STRUCTURE SET AND ALIGNED AT ALL TIMES
DURING CONSTRUCTION, AND TO PREVENT DANGER TO PERSONS AND
PROPERTY. CHECK ALL TEMPORARY LOADS AND STAY WITHIN SAFE
CAPACITY OF ALL BUILDING COMPONENTS.
SPECIAL CONSTRUCTION
ANTENNA INSTALLATION
PART I -GENERAL
1.01 WORKINCLUDED
E. CONTRACTOR SHALL PROVIDE FOUR (4) SETS OF SWEEP TEST
UNDER ANRITSU ANALYZER.
SUBMIT FREQUENCY DOMAIN REFLECTOMETER (FDR) TEST RESULTS TO
THE PROJECT MANAGER. TESTING SHALL BE PERFORMED BY AN
INDEPENDENT TESTING SERVICE AND BE BOUND AND SUBMITTED WITHIN
ONE WEEK OF WORK COMPLETION.
F. INSTALL COAXIAL CABLES AND TERMINATIONS BETWEEN
ANTENNAS AND EQUIPMENT PER MANUFACTURER'S RECOMMENDATIONS.
WEATHERPROOF ALL CONNECTORS BETWEEN THE ANTENNA AND
EQUIPMENT PER MANUFACrURER'S REQUIREMENTS. TERMINATE ALL
COAXIAL CABLE THREE (3) FEET IN EXCESS OF ENTRY PORT LOCATION
UNLESS OTHERWISE STATED.
G. ANTENNA AND COAXIAL CABLE GROUNDING:
1. ALL EXTERIOR #6 GREEN GROUND WIRE DAISY CHAIN
CONNECTIONS ARE TO BE WEATHER SEALED WITH ANDREWS
CONNECTOR/SPLICE WEATHERPROOFING KIT TYPE 3221213 OR
EQUIVALENT.
2. ALL COAXIAL CABLE GROUNDING KITS ARE TO BE
INSTALLED ON STRAIGHT RUNS OF COAXIAL CABLE (NOT WITHIN
BENDS)
1.02 RELATED WORK
FURNISH THE FOLLOWING WORK AS SPECIFIED UNDER CONSTRUCTION
DOCUMENTS, BUT COORDINATE WITH OTHER TRADES PRIOR TO BID:
1. FLASHING OF OPENING INTO OUTSIDE WALLS.
2. SEALING AND CAULKING ALL OPENINGS.
3. PAINTING.
4. CUTTING AND PATCHING.
1.03 REQUIREMENTS OF REGULATOR AGENCIES
A. FURNISH U.L LISTED EQUIPMENT WHERE SUCH LABEL IS
AVAILABLE. INSTALL IN CONFORMANCE WITH U,L STANDARDS WHERE
APPLICABLE.
B. INSTALL ANTENNA, ANTENNA CABLES, GROUNDING SYSTEM IN
ACCORDANCE WITH DRAWINGS AND SPECIFICATIONS IN EFFECT AT
PROJECT LOCATION AND RECOMMENDATIONS OF STATE AND LOCAL
BUILDING CODES HAVING JURISDICTION OVER SPECIFIC PORTIONS OF
WORK THIS WORK INCLUDES, BUT IS NOT LIMITED TO THE FOLLOWING:
I EIA - ELECTRONIC INDUSTRIES ASSOCIATION RS -22.
STRUCTURAL STANDARDS FOR STEEL ANTENNA TOWERS AND ANTENNA
SUPPORTING STRUCTURES
2. FAA -FEDERAL AVIATION ADMINISTRATION ADVISORY
CIRCULAR AC 70/7480 -IH, CONSTRUCTION MARKING AND LIGHTING.
3. FCC -FEDERAL COMMUNICATION COMMISSION RULES AND
REGULATIONS FORM 715, OBSTRUCTION MARKING AND LIGHTING
SPECIFICATION FOR ANTENNA STRUCTURES
4. AISC -AMERICAN INSTITUTE OF STEEL CONSTRUCTION
FOR STRUCTURAL JOINTS USING ASTM 1325 OR A490 BOLTS.
5. NEC -NATIONAL ELECTRIC CODE- ON TOWER LIGHTING
KITS.
6. UL- UNDERWRITERS LABORATORIES APPROVED
ELECTRICAL PRODUCTS.
7. IN ALL CASES, PART77 OFTHE FAA RULES AND PARTS
17 AND 22 OF THE FCC RULES ARE APPLICABLE AND IN THE EVENT
OF CONFLICT, SUPERSEDE ANY OTHER STANDARDS OR SPECIFICATIONS.
B. LIFE SAFETY CODE NFPA, LATEST EDITION.
ELECTRICAL SPECIFICATIONS
GENERAL PROPERTIES
A. ANTENNAS AND COAXIAL CABLES ARE FURNISHED BYCRICKET A. REQUIREMENTS: FURNISH ALL LABOR, MATERIALS, SERVICE,
UNDER SEPARATE CONTRACT. THE CONTRACTOR SHALL ASSIST EQUIPMENT, AND APPLIANCES REQUIRED TO COMPLETE THE
ANTENNA INSTALLATION CONTRACTOR IN TERMS OF COORDINATION AND INSTALLATION OF THE COMPLETE ELECTRICAL SYSTEM IN ACCORDANCE
SITE ACCESS. ERECTION SUBCONTRACTOR SHALL BE RESPONSIBLE WITH THE SPECIFICATIONS AND CONTRACT DRAWINGS.
FOR THE PROPERTY.
B. INSTALL ANTENNAS AS INDICATED ON DRAWINGS AND CRICKET
COM. SPECIFICATIONS.
C. INSTALL GALVANIZED STEEL ANTENNA MOUNTS AS INDICATED ON
DRAWINGS
D. INSTALL FURNISHED GALVANIZED STEEL OR ALUMINUM
WAVEGUIDE AS INDICATED ON DRAWINGS.
a REQUIREMENTS OF REGULATORY AGENCIES AND STANDARDS:
INSTALLATION, MATERIAL, EQUIPMENTAND WORKMANSHIP SHALL
CONFORM TO THE APPLICABLE PROVISIONS OF THE NATIONAL ELECTRIC
CODE (NEC) - APPLICABLE STATE ELECTRIC CODES, THE NATIONAL
ELECTRICAL SAFETY CODES (NESC), AND THE TERMS AND THE
CONDITIONS OF THE AUTHORITIES HAVING LAWFUL JURISDICTION
PERTAINING TO THE WORK REQUIRED. ALL MODIFICATIONS REQUIRED
BY THESE CODES. RULES, REGULATIONS, AND AUTHORITIES SHALL BE
MADE BY THE CONTRACTOR WITHOUTAIDDITIONAL CHARGE TO THE
UNDERWRITER'S LABORATORIES (UL): ALL MATERIALS, APPLIANCES, OR
DEVICES SHALL CONFORM TO THE APPLICABLE STANDARDS OF
UNDERWRITER'S LABORATORIES, INC. THE LABEL OF, OR LISTING BY-
U.L IS REQUIRED.
C, MATERIALS: ALL SIMILAR MATERIALS AND EQUIPMENT SHALL BE
THE PRODUCT OF THE SAME MANUFACTURER WHERE NO SPECIFIC
MATERIAL APPARATUS OR APPLIANCE IS MENTIONED. MANUFACTURER
MAY BE USED PROVIDING IT CONFORMS TO THE CONTRACT
REQUIREMENTS AND MEETS THE APPROVAL OF THE OWNER. MATERIAL
AND EQUIPMENT SHALL BE THE STANDARD PRODUCTS OF
MANUFACTURER'S REGULARLY ENGAGED IN THE PRODUCTIONS OF SUCH
MATERIAL AND SHALL BE THE MANUFACTURER'S CURRENT IN
STANDARD AND DESIGN.
D. EXECUTION: FABRICATION, ERECTION, AND INSTALLATION OF THE
COMPLETE ELECTRICAL SYSTEM SHALL BE DONE INA FIRST CLASS
WORKMANLIKE MANNER BY QUALIFIED PERSONNEL EXPERIENCED IN
SUCH WORK AND SHALL PROCEED IN AN ORDERLY MANNER SO AS
NOT TO HOLD UP PROGRESS OF THE PROJECT.
I- PERFORMANCE TESTS: THOROUGHLY TEST FEEDERS, EQUIPMENT
AND ALL CIRCUITS FOR PROPER OPERATING CONDITION AND FREEDOM
FROM GROUNDS AND SHORT CIRCUITS BEFORE ACCEPTANCE IS
REQUESTED. ALL EQUIPMENT, APPLIANCES, AND DEVICES SHALL BE
OPERATED UNDER LOAD CONDITIONS.
F. AS -BUILT DRAWINGS: DURING PROCESS OF THE WORK, MAINMAIN
AN ACCURATE RECORD OF THE INSTALLATION OF THE SYSTEM,
LOCATING EACH CIRCUIT PRECISELY BY DIMENSION. UPON COMPLETION
OF THE INSTALLATION, TRANSFER ALL RECORD DATA TO BLUE LINE
PRINTS OF THE ORIGINAL DRAWINGS.
RACEWAYS, BOXES, AND FITTINGS
A CONDUITS, ELECTRICAL. METALLIC TUBING (MET): MILD STEEL,
ZINC COATED ON THE OUTSIDE AND EITHER ZINC COATED OR COATED
WITH AN APPROVED CORROSION RESISTANT COATING ON THE INSIDE.
MAXIMUM, SIZE 2 ELECTRICAL TRADE SIZE UNLESS NOTED ON THE
DRAWINGS OR SPECIFICALLY APPROVED FOR EQUIPMENT CONNECTIONS.
SIZES NOT NOTED ON DRAWINGS SHALL BE AS REQUIRED BY NEC
B. CONDUIT FITTINGS: CONNECTORS AND COUPLINGS: EMT
COUPLINGS AND CONNECTORS EITHER STEEL OR MALLEABLE IRON
ONLY. CONCRETE TIGHT OR RAIN TIGHT AND EITHER THE GLAND AND
RING COMPRESSION TYPE OR THE STAINLESS STEEL MULTIPLE LOCKING
TYPE, CONNECTORS TO HAVE INSULATED THROATS, EMT FITTINGS USING
SET SCREWS OR INDENTATIONS AS A MEANS OF ATTACHIMENTARE NOT
TO BE PERMITTEU BUSHINGS: INSULATED TYPE, DESIGNED TO
PREVENT ABRASION OF WIRES WITHOUT IMPAIRING THE CONTINUITY OF
THE CONDUIT, IMC AND RIGID ALUMINUM CONDUIT.
C. CONDUIT INSTALLATIONS: CONDUITS SYSTEMS, EMT, OR RIGID
NONMETALLIC CONDUIT UNLESS NOTED. CONDUIT INSTALLATION:
INSTALL CONCEALED CONDUITAND EMT IN AS DIRECT LINES AS
POSSIBLE. INSTALL EXPOSED CONDUITS AND EMT PARALLEL TO ORAT
RIGHT ANGLES TO THE LINES OF THE BUILDING. RIGHT ANGLE BENDS
IN EXPOSED CONDUIT AND EMT RUNS SHALL BE MADE WITH STANDARD
ELBOWS, SCREW JOINTED CONDUIT FITTINGS OR CONDUIT BENT TO
RADIUS NO LESS THAN THOSE OF STANDARD ELBOWS.
D. CONDUIT SUPPORTS: PROVIDE SUPPORTS FOR HORIZONTAL
CONDUITS AND EMT NOT MORE THAN 8 FEET APART WITH NOT LESS
THAN TWO ELBOW OR BEND INCLUDING RUNS ABOVE SUSPENDED
CEILINGS AND WITHIN 3 FEET OF ALL JUNCTION BOXES, SWITCHES,
FITTINGS, ETC. INSTALL ONE HOLD PIPE STRAPS ON CONDUITS I INCH
OR SMALLER INSTALL INDIVIDUAL PIPE HANGERS FOR CONDUITS LARGER
THAN I INCH, SPRING STEEL FASTENERS WITH HANGER RODS MAY BE
USED IN DRY LOCATIONS IN LIEU OF PIPE STRAPS.
CONDUCTORS
A. WIRES AND CABLES (600 VOLTS): CONFORM To THE APPLICABLE UL AND
IPCEA STANDARDS FOR THE USE INTENDED. COPPER CONDUCTORS WITH 600
VOLTS INSULATION UNLESS OTHERWISE SPECIFIED OR NOTED ON THE
DRAWINGS. STRANDED CONDUCTORS FOR NO. 8 OR LARGER WHERE ELSEWHERE
SPECIFIED OR NOTED ON THE DRAWINGS. USE OF ALUMINUM CONDUCTORS
WILL BE PERM ITTED. INSULATION SHALL BE TYPE THHN,/THWN INSULATION 75- C
FOR ALL CONDUCTORS, OTHERWISE SPECIFIED CONDUCTORS COLOR -CODED
ACCORDANCE WITH NEC. CONNECT ALL CONDUCTORS OF THE SAME PHASE
CONDUCTOR, COLOR CODING SHALL BE A -BLACK B -RED. N -WHITE, WITH GREEN
FOR ALL GROUND CONDUCTORS.
I Q GROUND COAXIAL SHIELD AT BOTH ENDS USING
MANUFACTURER'S GUIDELINES.
B. CONNECTORS AND LUGS: FOR COPPER ORALUMINUM CONDUCTORS
CTicVet
NQ, 6 AND SMALLER: 3M SCOTCH-LOK OR T & B STA-KON COMPRESSION OR
communications, INC
INDENT TYPE CONNECTORS WITH INTEGRAL OR SEPARATE INSULATING
11. GROUND FIELD TEST PROCEDURE
CAPS. FOR COPPER CONDUCTORS LARGER THAN NO. 6 SOLDERLESS,
DATE DRAWN: 5-1-2012
INDENT HEX SCREW OR BOLT TYPE PRESSURE CONDUCTORS,
THE CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE A 'FALL OF
PROPERLY TAPED OR INSULATED.
POTENTIAU TEST ON THE NEW SUPPLEMENTAL GROUND FIELD PRIOR
TO FINAL CONNECTION OF THE GROUNDING SYSTEM TO EQUIPMENT.
C. SPLICES: (480 VOLTS AND UNDER): CONDUCTOR LENGTHS SHALL
THE TEST SHALL BE PERFORMED BY A QUALIFIED AND CERTIFIED
BE CONTINUOUS FROM TERMINATION TO TERMINATION WITHOUT
cm4� sirr FORWHO4 T�WFME NOMM AW
SPLICES UNLESS APPROVED BY THE BUILDING INSPECTOR.
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A. PROVIDE MOLDED CASE, BOLT -ON, THERMAL MAGNETIC TRIP. SINGLE,
TWO, OR THREE POLE BRANCH CIRCUIT BREAKERS AS SHOWN ON
001=15 DRAWNC
DRAWINGS. MULTIPLE POLE BREAKERS SHALL BE SINGLE HANDLE.
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COMMON TRIP, A/C RATING TO MATCH EXISTING OR AS REQUIRED FOR
Aw_� I OVRA UC
AVAILABLE FAULT CURRENTS.
GROUNDING
A
A. ALL ELECTRICAL AND GROUNDING AT THE CELL SITE SHALL
COMPLY WITH THE NATIONAL ELECTRICAL CODE (NEC), NATIONAL FIRE
NEW
PROTECTION ASSOCIATION (NFPA) 780 (LATEST EDITION), AND
ATC TOWER SERVICES, INC.
MANUFACTURER.
8505 FREEPORT PARKWAY
B, IF THE AC PANEL IN THE POWER CABINET IS WIRED AS SERVICE
SUITE 135
ENTRANCE, THE AC SERVICE GROUND CONDUCTOR SHALL BE
IRVING, TX 75063
CONNECTED TO GROUND ELECTRODE SYSTEM. WHEN THE AC PANEL IN
1972) 999-8900 Tel.
THE POWER CABINET IS CONSIDERED A SUB -PANEL, THE GROUND WIRE
(972) 999-8940 Fax
NYSE AVr
SHALL BE INSTALLED IN THE AC POWER CONDUIT. THE INSTALLATION
SHALL BE PER LOCAL AND NATIONAL ELECTRIC CODE (NFPA-70).
C, EXOTHERMIC WELDING IS RECOMMENDED FOR GROUNDING
CUSTOMER SITE NUMBER:
CONNECTION WHERE PRACTICAL OTHERWISE, THE CONNECTION SHALL
LIT -595
BE MADE USING COMPRESSION TYPE -2 HOLES. LONG BARREL LUGS
OR DOUBLE CRIMP CLAMP'C'CLAMP. THE COPPER CABLES SHALL
BE COATED WITH ANMOXIDANT (COPPER SHIELD) BEFORE MAKING THE
CUSTOMER SITE NAME:
CRIMP CONNECTIONS. THE MANUFACTURER'S TORQUING
RECOMMENDATIONS ONTHE BOLTASSEMBLYTO SECURE CONNECTIONS
LIT -595
ARE TO BE FOLLOWED.
D. THE ANTENNA CABLES SHALL BE GROUNDED AT THE TOP AND
BOTTOM OF THE VERTICAL RUN FOR LIGHTING PROTECTION. THE
ANTENNA CABLE SHIELD SHALL BE BONDED TO A COPPER GROUND
BUS AT THE LOWERMOST POINT OF A VERTICAL RUN JUST BEFORE IT
ATC SITE NUMBER:
BEGINS TO BEND TOWARD THE HORIZONTAL PLANE. WIRE RUNS TO
GROUND SHALL BE KEPT AS STRAIGHT AND SHOIRT AS POSSIBLE THE
300297
ANTENNA CABLE SHIELD SHALL BE GROUNDED JUST BEFORE ENTERING
THE CELL CABINET. ANY ANTENNA CABLES OVER 200 FEET IN LENGTH
SHALL ALSO BE EQUIPPED WITH ADDITIONAL GROUNDING AT MID -POINT.
SITE ADDRESS:
6. ALL GROUNDING CONDUCTORS INSIDE THE BUILDING SHALL BE
2515 MARYLAND
RUN IN CONDUIT RACEWAY SYSTEM, AND SHALL BE INSTALLED AS
LITTLE ROCK, AR 72202-3414
STRAIGHT AS PRACTICAL WITH MINOR BENDS TO AVOID OBSTRUCTIONS.
THE MINIMUM BENDING RADIUS OF ANY #2 GROUNDING CONDUCTOR IS
B". PVC RACEWAY MAY BE FLEXIBLE OR RIGID PER THE FIELD
CONDITIONS. GROUNDING CONDUCTORS SHALL NOT MAKE CONTACT
WITH ANY METALLIC CONDUITS, SURFACES, OR EQUIPMENT.
0 AR"NSAS
7. PROVIDE PVC SLEEVES WHERE GROUNDING CONDUCTORS PASS
I
I
THROUGH THE BUILDING WALLS AND/OR CEILINGS.
LICENSED
L' I
B, INSTALL GROUND BUSHINGS ON ALL METALLIC CONDUITS AND
---r-ESSIONAL
1 ��
BOND TO THE EQUIPMENT GROUND BUS IN THE PANELBOARD.
NIGINEER
9. GROUND ANTENNA BASES, FRAMES, CABLE RACKS, AND OTHER
CONDUCTORS AND
METALLIC COMPONENTS WITH #2 GROUNDING
CONNECT TO INSULATED SURFACE MOUNTED GROUND BARS.
No 7784
1
CONNECTION DETAILS SHALL FOLLOW MANUFACTURIER'S SPECIFICATIONS
V%�K! :
FOR GROUNDING,
'06!? -
" E
I Q GROUND COAXIAL SHIELD AT BOTH ENDS USING
MANUFACTURER'S GUIDELINES.
STAMP HERE'
DRAWN BY, CDL
CHECKED BY: SAE
11. GROUND FIELD TEST PROCEDURE
DATE DRAWN: 5-1-2012
JOB NO' 49q4570
THE CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE A 'FALL OF
POTENTIAU TEST ON THE NEW SUPPLEMENTAL GROUND FIELD PRIOR
TO FINAL CONNECTION OF THE GROUNDING SYSTEM TO EQUIPMENT.
SHEETTITLE:
THE TEST SHALL BE PERFORMED BY A QUALIFIED AND CERTIFIED
TESTING AGENT. PROVIDE INDEPENDENT TEST RESULTS TO THE
PROJECT MANAGER FOR REVIEW. THE GROUND SYSTEM RESISTANCE TO
EARTH GROUND SHALL NOT EXCEED TEN (10) OHMS. IF THE GROUND
GENERAL NOTES 3
TEST EXCEEDS THE MAXIMUM OF 10 OHMS, THE CONTRACTOR SHALL
BE RESPONSIBLE TO PROVIDE ADDITIONAL GROUND CONNECTIONS AS
REQUIRED TO MEET THE 10 OHMS MAXIMUM.
NUMBER -
GN -3 1 0
GENERAL DRAWING SUPPLEMENT
16
SPECIFICATIONS:
PHYSICAL:
CAB:NET TYPE: UL TYPE 3R
CA13NET MATERIAL: 125" 5052-1-132 ALUMINIUM
WIRE CONDUIT KNOCKOUTS
SIDES - 3 PER SIDE 0 2-1/2"0 CONDUIT
TRADE SIZE (2.97"0 ACTUAL)
BOTTOM - 4 0 2-1/2-0 CONDUIT TRADE
SIZE (2.97"o ACTUAL)
OUTER CABINET DIMENSIONS: 64" X 30" X 12"
MOUNTING HOLES (BOTTOM): 4 0 0.44"0
MOUNTING HARDWARE/GASKET INCLUDED
WEIGHT: APPROXIMATELY 150 LBS. (68 KG)
0
CC)
11,
77
2-3'
A
MURA TELCO
[o m Im 10 L --A COMPARTMENT
Ilk MOUNTING HOLES
3/8- BOLTS
SURGE ARRESTOR (4) PLACES
POWER CENTER,
UL: LISTED TO UL 891
SERVICE: 120/24OV, 1 PHASE, 200 AMP
GENERATOR & UTILITY BREAKERS: SQUARE D,
0 FRAME, 200 AMP
FEATURES: FACE MOUNT MECHANICAL INTERLOCK
TRANSFER MECHANISM
2-
29.9
GENERATOR RECEPTACLE: 200A. 2W/3P APPLETON ADR1023
LOAD CENTER: 200 AMP, 24 POSITION SQUARE D, 00
STYLE BRANCH BREAKERS
(1) 20A DUAL POLE (TVSS) INCLUDED
(1) 15A SINGLE POLE (GFI RECEPTICAL) INCLUDED
(1) 1 OA VENTILATION FAN INCLUDED
SUPRESSION: 120/240V TRANSTECTOR MCP120TA-10M
SUPPRESSION
PRIMARY TECHNOLOGY: SILICON AVALANCHE SUPRESSOR
DIODES (SASD)
SECONDARY TECHNOLOGY: METAL OXIDE VARISTORS (MOV)
TELCO CENTER,
GROUND 12 POSITION MASTER COPPER GROUND BAR
13ACKBOARD: NOMINAL 3/4" COX GRADE PLYWOOD
RECEPTACLE: 15A GFI DUPLEX
TERMINAL STRIP: 12 POSITION
PUNCH DOWN BLOCK: 66 POSITION, CAT 5
SUPPRESSION: (1) TRANSTECTOR SYSTEMS TSJ-48-CLT
TECHNOLOGY: SILICON AVALANCHE SUPRESSOR DIODES
(SASD) (UL 497A)
2- CONDUFF (5) CAT -5
PAIR COLOR CODED
AS FOLLOWS:
(1) YELLOW
(2) RED
(3) GREEN
(4) WHITE
(5) BROWN
NOTE:
THIS PAGE WAS SUPPLIED PREVIOUSLY BY THE CUSTOMER
AND AMERICAN TOWER CORPORATION DOES NOT VERIFY ITS
ACCURACY.
APPLETON ADR1023
200 AMP, 2W/3P
GENERATOR INLET
5052-H32 AL.O.125 THICK
POWDER COAT FINISH
TYPE 3R ENCLOSURE
MCP SERIES
SUPPRESSION
200 AMP POSITION
SQUARE D LOAD CENTER
200 AMP INTERLOCKED
SQUARE D MAJN BREAKERS
COOLING FAN
w/ TWO STANDARD
12xl2xl FILTERS
0 1 '�, TSJ SERIES
SUPPRESSION
MULTIPOINT
GROUND BAR
GFCl CONVENIENCE
Eam
k
OUTLET
E0 0
12 POSITION
E3 E73 F9
TERMINAL BLOCK
CAT 5 PUNCH
�W�c
CD
DOWN BLOCK
-
-- SURGE ARRESTOR
COOLING FAN
w/ TWO STANDARD
12xl2xl FILTERS
0 1 '�, TSJ SERIES
SUPPRESSION
MULTIPOINT
GROUND BAR
�4
r!
SCALE
I- - 15-0- (11 X 17)
I- - T-6- (24 X 36)
�4
fF
EX STING I O'X 15'
NOUND SPACE
SURFACE
74'-B' LEASE
63'-4-
12'-0'
SLIDING
9'X IYCON.
PAD
(VACANT)
- 23'- 11'
TD
AT&TMOBILITY
2'X 18'SHELTER &
GROUND SPACE
]E
-0-1
PROPOSED ATC YXT�
GEN H -FRAME
LOW VOLTAGE CONTROL WIRE Z'
PROVIDED BY MONITORING PROVIDER
SHARED GEN CAN BE PLACED BESIDE
SHARED GEN H -FRAME DEPENDING <
ON COMPOUND SIZE ALLOWANCE.
8'WOODEN PRIVACY FENCE
PER ZONING REQUIREMENTS
63'-0'
SITE PLAN
TCHAIN LINK FENCE
WITH BARBED WIRE
EXISTING AT&T
METER
—PROPOSE[) POWER LINE
FROM H -FRAME TO M5TING
AT&T M ETER (TYP. 21
ELECTRICAL CONTRACTOR SHALL MAINTAIN
FACTORY RECOMMENDED CLEARANCES FOR
GENERATOR, OR 48'CLEAR ON EACH SIDE OF
GENERATOR AND 36- CLEAR ON EACH SIDE OF
H -FRAME. CLEARANCES MAY OVERLAP.
NOTE:
SEE G-1 FOR CABLE & CONDUIT ROUTE DETAILS.
at&t
me% Omvj"o AN4-Oq THE AMOWANVING SPECA�VNIN A�
,drRWVM F UMWE &RE nE S(MUM MOMM OF AX
AREPREPARED.
,W�ORDSQO!�MO-Ex TOATC
TOWEIRSEAVCHONCOR .
peaHtgrmo, izr� To DAIUE;=rE�Nn ME
FRO�ERM OF ATC TOWA St WrTHE
pwacr is omn= Nurwor n4 AROCTEC7 W�, V4 M"N"
OAW� WVWW OF
ATC fo� 3"Wa3- � OF
*$UAKEaFTHt5 O�W"R` I
ON FILE WITH ATC TOWER -9ERVM INC
ATC TOWER SERVICES, INC.
8505 FREEPORT PARKWAY
SUITE 135
IRVING, TX 75063
PHONE: (972) 999-8900
FAX- 19721999-8940
INMEAMT
ATC SITE NUMBER:
300297
ATC SITE NAME
CAPITOL AR 6
SITE ADDRESS:
2515 MARYLAND
LITTLE ROCK , AR 72202
��swrovetl
V qSSp&fflV3
414i;:EER
No rw
STAMP HERE:
.aRAWN BY- DH
CHECKED BY. SAE
DATE DRA
_aA -AWIlt. 09-12-12
JOB NO. 505147K2
SHEETTITLE:
SITE PLAN
I SHEET
XIBER: REV. #
A- I 1 0
PROPOSED AUTOMATIC
TRANSFER SWITCH
REFER TO GENERATOR SET
SIZING CHART ON SHEET
E-2
PROPOSEDATC
8'-O"X 14'-4'SHARED
GENERATOR GROUND
SPACE
ELECTRICAL CONTRACTOR SHALL MAINTAIN
FACTORY RECOMMENDED CLEARANCES FOR
GENERATOR, OR 48'CLEAR ON EACH SIDE OF
GENERATOR AND 36- CLEAR ON EACH SIDE OF
H -FRAME. CLEARANCES MAY OVERLAP.
NOTE:
SEE G-1 FOR CABLE & CONDUIT ROUTE DETAILS.
at&t
me% Omvj"o AN4-Oq THE AMOWANVING SPECA�VNIN A�
,drRWVM F UMWE &RE nE S(MUM MOMM OF AX
AREPREPARED.
,W�ORDSQO!�MO-Ex TOATC
TOWEIRSEAVCHONCOR .
peaHtgrmo, izr� To DAIUE;=rE�Nn ME
FRO�ERM OF ATC TOWA St WrTHE
pwacr is omn= Nurwor n4 AROCTEC7 W�, V4 M"N"
OAW� WVWW OF
ATC fo� 3"Wa3- � OF
*$UAKEaFTHt5 O�W"R` I
ON FILE WITH ATC TOWER -9ERVM INC
ATC TOWER SERVICES, INC.
8505 FREEPORT PARKWAY
SUITE 135
IRVING, TX 75063
PHONE: (972) 999-8900
FAX- 19721999-8940
INMEAMT
ATC SITE NUMBER:
300297
ATC SITE NAME
CAPITOL AR 6
SITE ADDRESS:
2515 MARYLAND
LITTLE ROCK , AR 72202
��swrovetl
V qSSp&fflV3
414i;:EER
No rw
STAMP HERE:
.aRAWN BY- DH
CHECKED BY. SAE
DATE DRA
_aA -AWIlt. 09-12-12
JOB NO. 505147K2
SHEETTITLE:
SITE PLAN
I SHEET
XIBER: REV. #
A- I 1 0