HomeMy WebLinkAboutPLANSVERIZON SITE M
VERIZON SITE NAME:
ATC SITE #:
aim
ATC SITE NAME:
PROJECT DESCRIPTION
TOWER TYPE:
JURISDICTION:
PRESENT
OCCUPANCY TYPE:
CURRENT ZONING:
PARCEL M
131694
RUSSAKIS INDRIO ROAD
412253
RUSSAKIS INRIO RD FL
EQUIPMENT INSTALLATION
114'MONOPOLE
ST. LUCIE COUNTY
TELECOMMUNICATIONS
FACILITY
AG-1
1314-323-0001-000-6
PROJECT INFORMATION
LATITUDE: 27.519100°`
LONGITUDE:-80.414800P `
GROUND ELEVATION: 18't (AMSL) `
`INFORMATION PROVIDED BY ATC
TOWER COORDINATES
SITE
verizF0
nil
4700 EXCHANGE COURT, SUITE 100
BOCA RATON, FL 33431
VERIZON SITE ID: 131694
VERIZON SITE NAME:
z Q) RUSSAKIS INDRIO ROAD
CO 4690 EMERSON AVE
co FORT PIERCE, FL 34951
(ST. LUCIE COUNTY)
((
LESSEE:
NAME: VERIZON WIRELESS
ADDRESS: 4700 EXCHANGE COURT, SUITE 100
CITY, STATE, ZIP: BOCA RATON, FL 33431
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CONTACT: FLORIDA OFFICE
PHONE: UNKNOWN
UNKNOWN
f
• _
TOWER OWNER:
_
NAME: AMERICAN TOWER CORPORATION
ADDRESS: 900 CIRCLE 75 PARKWAY, STE 300
CITY, STATE, ZIP: ATLANTA, GA 30339
io RolPvQ
CONTACT: JAMES MCINTURF
PHONE: (407) 488-0524
IF
CIVIL ENGINEER:
NAME: TOWER ENGINEERING PROFESSIONALS
ADDRESS: 326 TRYON ROAD
CITY, STATE, ZIP: RALEIGH, NC 27603
'yT I
CONTACT: JUSTIN J. COSGROVE, P.E.
i
PHONE: (919) 661-6351
( t----
ELECTRICAL ENGINEER:
�~
NAME: NIA
ADDRESS: NIA
CITY, STATE, ZIP: NIA
i
CONTACT: NIA
1
PHONE: NIA
•
I
PROPERTY OWNER:
NAME: RUSSAKIS INVESTMENTS LLC
i`
ADDRESS: 8801 RD
•
CITY, STATE, ZIP: FORT PIE RICE, FL 34951
_ I !
CONTACT: UNKNOWN
r
PHONE: UNKNOWN
i'
LOCATION MAP
CONTACT INFORMATION
ALL WORK AND MATERIALS SHALL BE PERFORMED AND INSTALLED
IN ACCORDANCE WITH THE CURRENT EDITIONS OF THE FOLLOWING
CODES AS ADOPTED BY THE LOCAL GOVERNING AUTHORITIES.
NOTHING IN THESE PLANS IS TO BE CONSTRUED TO PERMIT WORK
NOT CONFORMING TO THE LATEST EDITIONS OF THE FOLLOWING:
1. 2017 FLORIDA BUILDING CODE, 3. ANSIMA-222-G-2-2009
6TH EDITION 4. 2014N.EC.
Z LOCAL BUILDING CODE S. CITYICOUNTY ORDINANCES
CODE COMPLIANCE
THE STRUCTURAL ANALYSIS REPORT BY CLS GROUP DATED
FEBRUARY 28, 2018 WAS PERFORMED IN ACCORDANCE ✓lITH THE
2017 FLORIDA BUILDING CODE, 6TH EDITION, BASED UPON:
1. WIND SPEED (ULTIMATE 3SECOND GUST) =15T MPH
Z WIND SPEED (NOMINAL ISECOND GUST)= 122 MPH
3. EXPOSURECATEGORY=C
4. RISKCATEGORY=II
DESIGN CRITERIA
UTILITIES: -
POWER COMPANY: FLORIDA POWER & LIGHT
CONTACT:
CUSTOMER SERVICE
PHONE:
(800) 966.4875
METER # NEAR SITE:
520 581 658
TELEPHONE COMPANY:
AT&T
CONTACT:
CUSTOMER SERVICE
PHONE:
(800) 331-0500
PHONE # NEAR SITE:
888) 407-5742
PEDESTAL # NEAR'SITE:
E05AM
SITE
A
AMERICA111 TIDWER•
coeron ATION
900 CIRCLE 75 PARKWAY, STE 300
ATLANTA, GA 30339
ATC M 412253
ATC SITE NAME:
RUSSAKIS INDRIO RD FL
THE PURPOSE OF THIS PROJECT IS AS FOLLOWS:
TOWERSCOPEOFWORK:
GROUND SCOPE OF WORK:
.REMOVE(6)ANTENNA
. INSTALL(12) RRUs
•INSTALL(6) ANTENNA
. INSTAM(6)TRIPLEXERS
•INSTALL(6) TRIPLEXERS
.lNSTAU-(6)DIPLUERS
• INSTALL (6) DIPI EXERS
• INSTALL (3) BIAST
NOTE: ALL PROPOSED GROUND WORK TO BE COMPLETED WITHIN LESSEE EXISTING GROUND
SPACE. NO GROUND DISTURBANCE TO BE CONDUCTED AS A PART OF THIS PROJECT
PROJECT SCOPE OF WORK
THE LESSEE ISSUED SCOPE OF WORK IS AS FOLLOWS:
ANTENNAS EXISTING; ADO RRU'S FOR AWS LIM
RF SCOPE OF WORK
DESCRIPTION
INDEX OF SH
REV
PLANS PREPARED BY:
A ENGINEERING PROFESSIONALS
326 TRYON ROAD
RALEIGH, NC 27603.5263
OFFICE: (919) 661.6351
www.tepgroup.net
FL COA # 30978
2
1 OG-21-181
CON5TRUCTION
1
04-27-15
C0N5TRUC➢0N
O
04-09-15
PRELIMINARY
REV
I DATE
ISSUED FOR:
DRAWN BY: 5135 I CHECKED BY: C5N
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PLANS PREPARED FOR:
PROJECT NOTES:
1. ALL REFERENCES TO THE OWNER AND/OR LESSEE IN THESE DOCUMENTS SHALL BE CONSIDERED VERIZON OR ITS
DESIGNATED REPRESENTATIVE.
2. WORK SHALL BE COMPLETED IN ACCORDANCE WITH THE 2017 FLORIDA BUILDING CODE (6TH EDITION)
3. UNLESS SHOWN OR NOTED OTHERWISE ON THE CONTRACT DRAWINGS, OR IN THE SPECIFICATIONS, THE FOLLOWING
NOTES SHALL APPLY TO THE MATERIALS LISTED HEREIN, AND TO THE PROCEDURES TO BE USED ON THIS PROJECT.
4. ALL HARDWARE ASSEMBLY MANUFACTURER'S INSTRUCTIONS SHALL BE FOLLOWED EXACTLY AND SHALL SUPERSEDE
ANY CONFLICTING NOTES ENCLOSED HEREIN.
5. ALL DIMENSIONS, ELEVATIONS, AND EXISTING CONDITIONS SHOWN ON THE DRAWINGS SHALL BE FIELD VERIFIED
BY THE CONTRACTOR PRIOR TO BEGINNING ANY MATERIALS ORDERING, FABRICATION OR CONSTRUCTION WORK
ON THIS PROJECT. CONTRACTOR SHALL NOT SCALE CONTRACT DRAWINGS IN LIEU OF FIELD VERIFICATIONS.
ANY DISCREPANCIES SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE OWNER AND THE OWNER'S
ENGINEER. THE DISCREPANCIES MUST BE RESOLVED BEFORE THE CONTRACTOR IS TO PROCEED WITH THE WORK.
THE CONTRACT DOCUMENTS DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL
SUPERVISE AND DIRECT THE WORK AND SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS,
METHODS, TECHNIQUES, SEQUENCES, AND PROCEDURES. OBSERVATION VISITS TO THE SITE BY THE OWNER
AND/OR THE ENGINEER SHALL NOT INCLUDE INSPECTION OF THE PROTECTIVE MEASURES OR THE PROCEDURES.
6. ALL MATERIALS AND EQUIPMENT FURNISHED SHALL BE NEW AND OF GOOD QUALITY, FREE FROM FAULTS AND
DEFECTS AND IN CONFORMANCE WITH THE CONTRACT DOCUMENTS. ANY AND ALL SUBSTITUTIONS MUST BE
PROPERLY APPROVED AND AUTHORIZED IN WRITING BY THE OWNER AND ENGINEER PRIOR TO INSTALLATION.
THE CONTRACTOR SHALL FURNISH SATISFACTORY EVIDENCE AS TO THE KIND AND QUALITY OF THE MATERIALS
AND EQUIPMENT BEING SUBSTITUTED.
7. THE CONTRACTOR SHALL BE -RESPONSIBLE FOR INITIATING, MAINTAINING, AND SUPERVISING ALL SAFETY PRECAUTIONS
AND PROGRAMS IN CONNECTION WITH THE WORK. THE CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT THIS
PROJECT AND RELATED WORK COMPLIES WITH ALL APPLICABLE LOCAL, STATE, AND FEDERAL SAFETY CODES
AND REGULATIONS GOVERNING THIS WORK.
8. ACCESS TO THE PROPOSED WORK SITE MAY BE RESTRICTED. THE CONTRACTOR SHALL COORDINATE INTENDED
CONSTRUCTION ACTIVITY, INCLUDING WORK SCHEDULE AND MATERIALS ACCESS, WITH THE RESIDENT LEASING
AGENT FOR APPROVAL.
9. ALL PERMITS THAT MUST BE OBTAINED ARE THE RESPONSIBILITY OF THE CONTRACTOR. THE CONTRACTOR WILL
BE RESPONSIBLE FOR ABIDING BY ALL CONDITIONS AND REQUIREMENTS OF THE PERMITS.
10. IF APPLICABLE, ALL CONCRETE WORK SHALL COMPLY TO LOCAL CODES AND THE ACI 318-11, "BUILDING REQUIREMENTS
FOR STRUCTURAL CONCRETE".
11. ALL TOWER DIMENSIONS SHALL BE VERIFIED WITH THE PLANS (LATEST REVISION) PRIOR TO COMMENCING
CONSTRUCTION. NOTIFY THE ENGINEER IMMEDIATELY IF ANY DISCREPANCIES ARE DISCOVERED. A DESIGNATED
RESPONSIBLE EMPLOYEE SHALL BE AVAILABLE FOR CONTACT BY GOVERNING AGENCY INSPECTORS.
12. ALL TOWER MODIFICATION WORK SHALL BE IN ACCORDANCE WITH TIA-1019-A STANDARD FOR INSTALLATION,
ALTERATION AND MAINTENANCE OF ANTENNA SUPPORTING STRUCTURES AND ANTENNAS.
verizon%l
4700 EXCHANGE COURT, SUITE 100
BOCA RATON, FL 33431
PROJECT INFORMATION:
VZW SITE #: 131694
VZW SITE NAME:
RUSSAKIS INDRIO ROAD
4690 EMERSON AVE
FORT PIERCE, FL 34951
(ST. LUCIE COUNTY)
PLANS PREPARED BY:
TOWER ENGINEERING PROFESSIONALS
326 TRYON ROAD
RALEIGH, NC 27603-3530
OFFICE: (919) 661-6351
www.tepgroup.net
FL COA # 30978
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June 21, 2018
2
OG-21-18
CON5TRUCTION
04-27-18
CONSTRUCTION
IREVI
DATE
I ISSUED FOR:
-DRAWN BY: 5D5 1 CHECKED BY: CSN
SHEET TITLE:
PROJECT
NOTES
N-1
2
G709G. 101272
NOTE:
COMPOUND DETAIL TAKEN FROM INFORMATION PROVIDED BY ATC. CONTRACTOR TO VERIFY
ALL EXISTING INFORMATION IS AS INDICATED ON SITE PLAN. CONTRACTOR IS TO ESTABLISH
THE EXISTENCE AND LOCATION OF ALL EXISTING OVERHEAD AND UNDERGROUND UTILITIES.
IMMEDIATELY NOTIFY THE CONSTRUCTION MANAGER OF ANY DISCREPANCIES.
EXISTING UTILITY
H—RACK BY
OTHERS (TYP) —
EXISTING 12'—(
WIDE ACCESS 1
EXISTING ICE
BRIDGE BY OTHERS
(TYP)
EXISTING MONOPOLE
TOWER. SEE SHEET
C-2 FOR ELEVATIONS
EXISTING GRAVEL
WITHIN COMPOUND
VZW EQUIPMENT NOTES:
0ICE BRIDGE (TYP)
10
DISCONNECT
EXISTING LESSEE
06101 CABINET
11
METER
8'-0"X 16'-0"
EQUIPMENT PAD
OBRAM CABINET
12
FIBER ENCLOSURE
O4 BTS CABINET
13
ATS
O5 BRAM CABINET
14
PROPOSED
ERICSSON RRUS [RRUS12 (134) (TYP OF 6)]
O6 GENERATOR
15
PROPOSED
ERICSSON RRUS [RADIO 2212 B13 (TYP OF 5)]
O7 TELCO ENCLOSURE
16
PROPOSED
KAELUS TRIPLEXERS [TBO030F1V1-1 (TYP OF 6)]
O6 PPC
17
PROPOSED
COMMSCOPE DIPLEXER [DBC-7CAP (TYP OF 6)]
M TS
COMPOUND PLAN
SCALE: 1" = 10'
EXISTING CONCRETE
EQUIPMENT PAD BY
OTHERS (TYP)
EXISTING 12'-0"
WIDE ACCESS GATE
EXISTING LESSEE 250
GALLON LPG TANK
EXISTING EQUIPMENT
SHELTER BY OTHERS
(TYP)
EXISTING 10'-3" WIDE
SLIDING ACCESS GATE
verizonl
4700 EXCHANGE COURT, SUITE 100
BOCA RATON. FL 33431
L
PROJECT INFORMATION:
VZW SITE #: 131694
VZW SITE NAME:
RUSSAKIS INDRIO ROAD
4690 EMERSON AVE
FORT PIERCE, FL 34951
(ST. LUCIE COUNTY)
PLANS PREPARED BY:
TOWER ENGINEERING PROFESSIONALS
326 TRYON ROAD
RALEIGH, NC 27603-3530
OFFICE: (919) 661-6351
www.tepgroup.net
FL COA # 30978
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04-L-18
CON5TRUCTION
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ISSUED FOR:
DRAWN BY: 5155 1 CHECKED BY: C5N
COMPOUND PLAN
SHEET NUMBER:
0 10 20 C-1
SCALE IN FEET
REVISION:
2
G709G. I
,I NOTES:
1. TOWER ELEVATION IS FOR SCHEMATIC PURPOSES ONLY. TEP DID NOT
CONFIRM EXISTING SITE CONDITIONS INCLUDING, BUT NOT LIMITED TO,
ANTENNA HEIGHTS, ANTENNA AZIMUTHS, AND MOUNT CONFIGURATIONS.
2, TEP DID NOT ANALYZE TOWER TO DETERMINE ADEOUATE STRUCTURAL
CAPACITY FOR ANY LESSEE LOADING.
3. FAA REGISTERED HEIGHT WITH APPURTENANCES IS 199'-0" (219'-0"AMSL).
117'-0"t „
CE/ LESSEE ANTENNAS
0 114'-0"t
T/ TOWER
0'-0"(REFERENCE)
Y T/CONCRETE
TOWER ELEVATION
SCALE: 1" = 30'
i
PROPOSED LESSEE ANTENNA
(TYP OF 6). SEE SHEETS C-3C
THROUGH C-31) FOR DETAILS.
EXISTING LESSEE ANTENNA
(TYP OF 3). SEE SHEETS C-3A
THROUGH C-3D FOR DETAILS.
EXISTING ANTENNA
BY OTHERS (TYP)
EXISTING MONOPOLE TOWER
0 30 60
SCALE IN FEET
PLANS PREPARED FOR:
verizonk'
4700 EXCHANGE COURT, SUITE 100
BOCA RATON. FL 33431
PROJECT INFORMATION:
VZW SITE #: 131694
VZW SITE NAME:
RUSSAKIS INDRIO ROAD
4690 EMERSON AVE
FORT PIERCE, FL 34951
(ST. LUCIE COUNTY)
PLANS PREPARED BY:
TOWER ENGINEERING PROFESSIONALS
326 TRYON ROAD
RALEIGH, NC 27603-3530
OFFICE: (919) 661-6351
www.tepgroup.net
FL COA # 30978
SEAL:
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CONSTRUCTION
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7-
04-218
CONSTRUCTION
IREVI
DATE
I ISSUED FOR:
DRAWN BY: 505 1 CHECKED BY: CSN
SHEET TITLE:
TOWER
ELEVATION
CTEPN: 67
NOTE:
TEP HAS NOT VERIFIED ANY EXISTING ANTENNA CONFIGURATION OR MOUNT CONFIGURATION.
CONTRACTOR TO VERIFY MOUNT CONFIGURATION HAS SUFFICIENT SPACE FOR PROPOSED LESSEE
EQUIPMENT (I.E. CLEARANCES, MOUNT PIPE OF SUFFICIENT LENGTH, ETC.).
a
ao
EXISTING ANTENNA LAYOUT @ 117'-0"
SCALE: N.T.S.
EXISTING LESSEE ANTENNA TO BE
REMOVED (TYP OF 6). SEE SHEETS
C-313 THROUGH C-31D FOR DETAILS.
i0-
EXISTING LESSEE CSS ANTENNA TO
REMAIN (TYP OF 3). SEE SHEETS C-3B
THROUGH C-31) FOR DETAILS.
verizon✓
4700 EXCHANGE COURT, SUITE 100
BOCA RATON. FL 33431
PROJECT INFORMATION:
VZW SITE #: 131694
VZW SITE NAME:
RUSSAKIS INDRIO ROAD
4690 EMERSON AVE
FORT PIERCE, FL 34951
(ST. LUCIE COUNTY)
I PLANS PREPARED BY:
TOWER ENGINEERING PROFESSIONALS
326 TRYON ROAD
RALEIGH, NC 27603-3530
OFFICE: (919) 661.6351
www.tepgroup.net
FL COA # 30978
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CONSTRUCTION
1
04-27-18
CON5TRUCTION
IREVI
DATE
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BY: C5N
SHEET
EXISTING
ANTENNA LAYOUT
SHEET NUMBER: REVISION:
3A
2
TEPN: 67096.101
PLANS PREPARED FOR:
J
6.
EXISTING ANTENNA & CABLE SCHEDULE
MANUFACTURER
RAD
CABLE
AZIMUTH
CABLE
MECH.
ELEC.
DIPLEXER
J-BOX
POS.
SECTOR
USE
(MODEL#)
HEIGHT
SIZE
(TN)
LENGTH
D-TILT
D-TILT
[MODEL#]
(TOWER)
1
ALPHA
-
'GENERIC
rL ® 117'-0"t
0'
'•
••
PANEL ANTENNA
-
2
ALPHA
1900
CSS X7 665-4
rE B 117'-0"t
0'
••
«•
3
ALPHA
-
*GENERIC
rE 117 -0"f
0'
••
PANEL ANTENNA
4
BETA
-
'GENERIC
rE p 117'-0"t
80,
••
••
PANEL ANTENNA
(1COAX"
170t
-
-
5
BETA
1900
CSS
rE ®117'-0"f
80'
•'
X7 665-4
6
BETA
-
'GENERIC
CL ® 117'-0"t
80'
"
PANEL ANTENNA
7
GAMMA
-
*GENERIC
rE O 117'-0"t
240'
•«
"•
PANEL ANTENNA
—
8
GAMMA
1900
CSS
X7-665-4
rE p 117'-0"t
240'
•«
••
9
GAMMA
-
'GENERIC
rE p 117'-0"t
240'
PANEL ANTENNA
NOTE - EXISTING EQUIPMENT/ANTENNA TO BE REMOVED
NOTE - CONTRACTOR TO REFERENCE LESSEE ISSUED RFDS FOR MECHANICAL AND ELECTRICAL DOWNTILTS
EXISTING ANTENNA SCHEDULE
SCALE: N.T.S.
verizon✓
4700 EXCHANGE COURT, SUITE 100
BOCA RATON, FL 33431
PROJECT INFORMATION:
VZW SITE:: 131694
VZW SITE NAME:
RUSSAKIS INDRIO ROAD
4690 EMERSON AVE
FORT PIERCE, FL 34951
(ST. LUCIE COUNTY)
PLANS PREPARED BY:
TOWER ENGINEERING PROFESSIONALS
326 TRYON ROAD
RALEIGH, NC 27603-3530
OFFICE: (919) 661-6351
www.tepgroup.net
FL COA # 30978
SEAL:
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//11111I I I 1 \N\\`7um 21.2018
2
06-27-1-18.
CONSTRUCTION
I
04-218
CONSTRUCTION
IREVI
DATE
I
ISSUED FOR:
DRAWN BY: 585
1 CHECKED BY: C5N
SHEET TITLE
EXISTING
ANTENNA SCHEDULE
HEET NUMBER: REVISION:
2
-J TEPA 67096.101272
NOTES:
1. TEP HAS NOT VERIFIED ANY EXISTING ANTENNA CONFIGURATION OR MOUNT CONFIGURATION. CONTRACTOR
TO VERIFY MOUNT CONFIGURATION HAS SUFFICIENT SPACE FOR PROPOSED LESSEE EQUIPMENT (I.E.
CLEARANCES, MOUNT PIPE OF SUFFICIENT LENGTH, ETC.).
2. CONTRACTOR TO VERIFY PROPOSED LOADING WITH TOWER STRUCTURAL ANALYSIS PRIOR TO CONSTRUCTION.
a
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Gip
PROPOSED ANTENNA LAYOUT @ 117-0"
SCALE: N.T.S.
LESSEE KAELUS
TBC003OF (TYP OF 6) `gam
LESSEE COMMSCOPE
P-FM-4G (TYP OF 3)
LESSEE JMA WIRELESS
(TYP OF 6). SEE SHEET
DETAILS.
LESSEE COMMSCOPE
'(TYP OF 6)
PLANS PREPARED FOR: II
verizon�
4700 EXCHANGE COURT, SUITE 100
BOCA RATON. FL 33431
PROJECT INFORMATION:
VZW SITE #: 131694
VZW SITE NAME:
RUSSAKIS INDRIO ROAD
4690 EMERSON AVE
FORT PIERCE, FL 34951
(ST. LUCIE COUNTY)
I PLANS PREPARED BY: I
TOWER ENGINEERING PROFESSIONALS
326TRYON ROAD
RALEIGH, NC 27603-3530
OFFICE: (919) 661-6351
www.tepgroup.net
FL COA # 30978
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2 06-21-IB CONSTRUCTION
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IREVI DATE I ISSUED FOR:
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SHEET TITLE:
PROPOSED
ANTENNA LAYOUT
HEET NUMBER: REVISION:
2
3 TEP(/: G709G.I01
PROPnBFn FOI IIPMFNT IN Rf1I 11
FINAL ANTENNA & CABLE SCHEDULE
MANUFACTURER
RAD
CABLE
AZIMUTH
CABLE
MECH.
ELEC.
DIPLEXER
J-BOX
POS.
SECTOR
USE
(MODEL#)
HEIGHT
SIZE
(TN)
LENGTH
D-TILT
D-TILT
[MODEL#]
(TOWER)
1
ALPHA
700
1900
JMA WIRELESS
®117•_O•t
0'
,
,
(2) KAELUS DIPLEXER
2100
X7COAP-665-VRO
[TBC0030F1V1-1]
(1 COMMSCOPE DIPLEXER
ATSBT-TOP-FM-4G]
(1)CSS
[DBC-7iCAP]ER
2
ALPHA
INACT
CSS
X7-665-4
CL p 117'-0"t
0'
_
_
3
ALPHA
2100
X7 OAP-665 JMA WIRELESS
rL ® 117'-0't
0'
4
BETA
1900
JMA WIRELESS
® 117'-0'3
80'
,
,
(2) KAELUS DIPLEXER
2100
X7COAP-665-VRO
(12) 1
COAX
170't
[TBC0030FIV1-1]
(1 COMMSCOPE DIPLEXER
)[ATSBT-TOP-FM-4G]
(1)CSS[DBC-D71CAP]ER
-
5
BETA
INACT
CSS
X7-665-4
@ 117 -0"t
80'
-
-
6
BETA
2100
X7COAP-6655VR0 JMA WIRELESS
®117'-0't
80'
•
'
7
GAMMA
1900
JMA WIRELESS
® 117'-O't
240'
•
•
(2) KAELUS DIPLEXER
2100.
X7COAP-665-VRO
[TBC0030Fl Vl-l]
(1 COMMSCOPE DIPLEXER
ATSBT-TOP-FM-4G]
(1)CSS [DBC-D1CAP]ER
8
GAMMA
INACT
CSS
X7-665-4
rL p 117'-0"f
240'
_
_
9
GAMMA
2100
X7COAP-665 WIRELESS
VRO
0117'-0'f
240'
'
'
"NOTE - CONTRACTOR TO REFERENCE LESSEE ISSUED RFDS FOR MECHANICAL AND ELECTRICAL DOWNTILTS
FINAL ANTENNA & CABLE SCHEDULE
SCALE: N.T.S.
PLANS PREPARED FOR:
verizoal
4700 EXCHANGE COURT, SUITE 100
BOCA RATON, FL 33431
PROJECT INFORMATION:
VZW SITE #: 131694
VZW SITE NAME:
RUSSAKIS INDRIO ROAD
4690 EMERSON AVE
FORT PIERCE, FL 34951
(ST. LUCIE COUNTY)
PLANS PREPARED BY:
ll
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q
TOWER ENGINEERING PROFESSIONALS
326TRYON ROAD
RALEIGH, NC 27603.3530
OFFICE: (919) 661.6351
www.tepgroup.net
FL COA # 30978
SEAL:
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04-27-15
CONSTRUCTION
REV
DATE
ISSUED FOR:
DRAWN BY. 555 CHECKED BY: C5N
SHEET TITLE:
FINAL ANTENNA
& CABLE SCHEDULE
SHEET NUMBER:.
C 3 D
REVISION:
2
TEP#: 67096.101272
RRUs RRU POLE
MOUNTING
ANTENNA MAKE AND MODEL
TRIPLEXER MAKE AND MODEL
DIPLEXER MAKE AND MODEL
PLANS PREPARED FOR:
BRACKET (TYP)
ANTENNA MAKE: CSS
DIPLEXER MAKE: KAELUS
DIPLEXER MAKE: CSS
RRU (REFER TO
RFDS FOR AMOUNT
PER SECTOR)
ANTENNA MODEL: X7COAP-665-V
DIMENSIONS, HxWxD: 72O'xl4.6'x7.3'
WEIGHT (W/O MOUNT. HARDWARE):45.0 Ibs
RATED WIND VELOCITY: 100.0 MPH
DIPLEXER MODEL: TBC0030FIVI-1
DIMENSIONS, HXWXD: 9.8'X7.9'2.8'
WEIGHT (W/0 MOUNT. HARDWARE):11.9 Ibs
DIPLEXER MODEL: DBC-7CAP
DIMENSIONS, HXWXD: 7.0'x10.5'x1.9'
WEIGHT (W/0 MOUNT. HARDWARE):7.0 Ibs
verizon/
4700 EXCHANGE COURT, SUITE 100
BOCA RATON. FL 33431
N Z
�
PROJECT INFORMATION:
ANTENNA
VVW SITE NAME:
4
RUSSAKIS INDRIO ROAD
4690 EMERSON AVE
FORT PIERCE, FL 34951
(ST. LUCIE COUNTY)
PLANS PREPARED BY:
MOUNT PIPE'
MOUNTING BRACKET
SUPPLIED
\
\�
ANTENNA (TYP) i
(T
f
ANTENNA
TOWER ENGINEERING PROFESSIONALS
326 TRYON ROAD
MOUNTING DETAILS
ANTENNA DETAILS
EQUIPMENT DETAILS
EQUIPMENT DETAILS
RALEIGH,NC 27603-3530
SCALE: N.T.S.
SCALE: N.T.S.
SCALE: N.T.S.
SCALE: N.T.S.
OFFICE: (919) 661-6351
www.tepgroup.net
BIAS TEE MAKE AND MODEL
FLCOA#30978
BIAS-T MAKE: COMMSCOPE
BIAS-T MODELS ATSBT-TOP-MF-4G
DIMENSIONS, HxWxO: 5.6'x3.7'x2'
WEIGHT (W/O MOUNT. HARDWARE):1.3 lbs
Antenna Interface
(RF)
Grounding
Hardware
1 1�
w�xrirsx► CIEits
SEAL:
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_7une 21, 2018
msr.¢ay.m
2
06-21-18
CONSTRUCTION
I
04-27-18
CON5TRUCTION
II la
REV
DATE
ISSUED FOR:
�r
r r- >
�' --
DRAWN BY: 505 CHECKED BY: CSN
SHEET TITLE:
Weatherproof
AISG Output Connector
(dcI Data) I
EQUIPMENT
DETAILS
BTS Interface
SHEET NUMBER:
REVISION:
EQUIPMENT DETAILS
SCALE: N.T.S.
��w
�F
2
TEP//: 67096.101272
NOTES:
1. DO NOT INSTALL COAX GROUND KIT AT A BEND.
2.CONTRACTOR TO WEATHERPROOF COAX GROUND.
UNIVER:
BY HAP
EQUAL.
GROUNDING DETAILS
SCALE: N.T.S.
TYPE GY
TYPE NC
TYPE GR
TYPE GT
NOTE:
CADWELD "TYPES" SHOWN ARE EXAMPLES. CONSULT WITH HEAT SHRINK
PROJECT MANAGER FOR SPECIFIC TYPES OF CADWELDS TO GATES ONLY
BE USED FOR THIS PROJECT
TYPICAL CADWELD DETAILS
SCALE: N.T.S.
ANTENNA COAX
CABLE.
#6 AWG STRANDED COPPER
GROUND WIRE (GROUNDED
TO GROUND BAR).
FA
TYPE VB
(TOWER GROUNDING TAB)
TYPE VBC
STAINLESS
STAINLESS
STEEL BOLT
STEEL NUT\
STAINLESS STEEL
\\
_�
BELLEVILLE WASHER
STAINLESS STE!�VCtb d.:b COPPER
FLAT WASHER BUS BAR
NOTES:
1. ALL HARDWARE SHALL BE 18-8 STAINLESS STEEL. INCLUDING THE BELLEVILLE
WASHERS. COAT ALL SURFACES WITH KOPR-SHIELD BEFORE MATING.
2. FOR GROUND BOND TO STEEL ONLY; INSERT A DRAGON TOOTH WASHER BETWEEN
THE LUG AND STEEL. COAT ALL SURFACES WITH KOPR-SHIELD.
TYPICAL LUG DETAILS
SCALE: N.T.S.
% - 11x1" H.H.C.S. BOLT,
NEWTON INSTRUMENT CO.
(CAT.# 3012-
%" LOCKWASHER,
NEWTON INSTRUMENT CO.
(CAT.# 3015-8).
COPPER GROUND BAR Y."x4"x2O" MIN: ---
NEWTON INSTRUMENT CO. CAT.# B-6142.
HOLE CENTERS TO MATCH NEMA DOUBLE
LUG CONFIGURATION.
NOTE:
GROUND BAR SHALL BE SIZED TO ACCOMMODATE ALL GROUNDING
CONNECTIONS REQUIRED AS WELL AS PROVIDE 50% SPARE CAPACITY
STANDARD GROUND BAR DETAILS
SCALE: N.T.S.
WALL MOUNTING BRACKET,
NEWTON INSTRUMENT CO.
(CAT.# A-6056).
INSULATORS,
NEWTON INSTRUMENT CO.
(CAT.# 3061-4).
PLANS PREPARED FOR:
verizonvl
4700 EXCHANGE COURT, SUITE 100
BOCA RATON, FL 33431
PROJECT INFORMATION:
VZW SITE #: 131694
VZW SITE NAME:
RUSSAKIS INDRIO ROAD
4690 EMERSON AVE
FORT PIERCE, FL 34951
(ST. LUCIE COUNTY)
PLANS PREPARED BY:
IIt
100
TOWER ENGINEERING PROFESSIONALS
326TRYON ROAD
RALEIGH, NC 276033530
OFFICE: (919) 661-6351
www.tepgroup.net
FL COA # 30976
SEAL: o\1►IIIII///�
.COS G,�0
I .83902 * _
*
6,21I$* _
ATE OF ij�Z
'cG0 IV
�NO
IAI
,Tune 21, 2018
2
06-21-18
CON5TRUCTION
1
04-27-I8
CON5TRUCTION
IREVI
DATE
I ISSUED FOR:
DRAWN BY: 5155 1 CHECKED BY: C57
SHEET TITLE:
GROUNDING
DETAILS
SHEET NUMBER:
REVISION:
Gmi
2
TEP#: G709G.101272