HomeMy WebLinkAboutAPPROVED ADAMS RANCH_237546_16280499_Site Plans_09-09-2021VERIZON SITE NUMBER: 237546
VERIZON SITE NAME:
ADAMS RANCH
PROJECT DESCRIPTION: RFDS 5G L-SUB6
TOWER TYPE:
300' GUYED
SITE ADDRESS:
21715 ORANGE AVENUE
FORT PIERCE, FL 34945
(ST. LUCIE COUNTY)
JURISDICTION:
ST. LUCIE COUNTY
PRESENT
TELECOMMUNICATIONS
OCCUPANCY TYPE:
FACILITY
CURRENT ZONING:
AG-5
PARCEL ID #:
2208-311-0001-000-6
I PROJECT INFORMATION I
LATITUDE: N 27° 26' 26.79"
LONGITUDE: W 80° 32' 51.31"
GROUND ELEVATION: 20'± (AMSL) —
"INFORMATION PROVIDED BY RFDS
—INFORMATION PROVIDED BY GOOGLE EARTH
SITE COORDINATES
verizonN/
4700 EXCHANGE COURT, SUITE 100
BOCA RATON, FL 33431
(561) 995-5539
VZW SITE #: 237546
VZW SITE NAME: ADAMS RANCH
LESSEE:
NAME:
VERIZON WIRELESS
ADDRESS:
4700 EXCHANGE COURT, SUITE 100
CITY, STATE, ZIP:
BOCA RATON, FL 33431
CONTACT:
ANGELA DIMAIO
PHONE:
(561) 995-5539
TOWER OWNER:
NAME:
VERIZON WIRELESS
ADDRESS:
4700 EXCHANGE COURT, SUITE 100
CITY, STATE, ZIP:
BOCA RATON, FL 33431
CONTACT:
ANGELA DIMAIO
PHONE:
(561) 995-5539
SURVEYOR:
NAME: NIA
ADDRESS: NIA
CITY, STATE, ZIP: NIA
CONTACT: NIA
PHONE: NIA
CIVIL ENGINEER:
NAME:
TOWER ENGINEERING PROFESSIONALS
ADDRESS:
326 TRYON ROAD
CITY, STATE, ZIP:
RALEIGH, NC 27603-3530
CONTACT:
JEREMY K. WOOSTER, P.E.
PHONE:
(919) 661-6351
ELECTRICAL ENGINEER:
NAME:
TOWER ENGINEERING PROFESSIONALS
ADDRESS:
326 TRYON ROAD
CITY, STATE, ZIP:
RALEIGH, NC 27603-3530
CONTACT:
JEREMY K. WOOSTER, P.E.
PHONE:
(919) 661-6351
PROPERTY OWNER:
NAME:
4 H RANCH INC.
ADDRESS:
P.O. BOX 14920
CITY, STATE, ZIP:
FORT PIERCE, FL 34979
CONTACT:
CUSTOMER SERVICE
PHONE:
(772) 216-4270
CONTACT INFORMATION
21715 ORANGE AVENUE
FORT PIERCE, FL 34945
(ST. LUCIE COUNTY)
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. 2020 FLORIDA BUILDING 4. 2017 NATIONAL ELECTRIC CODE
CODE, 7TH EDITION 5. CITY/COUNTY ORDINANCES
2. LOCAL BUILDING CODE
3. ANSI/TIA-222-H
CODE COMPLIANCE
ULTIMATE WIND SPEED: 153 MPH
SERVICE WIND SPEED: 60 MPH
RISK CATEGORY: II
EXPOSURE CATEGORY: C
TOPOGRAPHIC CATEGORY: 1.0
INFORMATION PROVIDED BY PASSING STRUCTURAL MODIFICATION
ANALYSIS BY TEP DATED 06125121.
DESIGN CRITERIA
UTILITIES:
POWER COMPANY: UNKNOWN
CONTACT: UNKNOWN
PHONE: UNKNOWN
METER # NEAR SITE: UNKNOWN
TELEPHONE COMPANY: VERIZON
CONTACT: CUSTOMER SERVICE
PHONE: (887) 758-6303
PHONE # NEAR SITE: 772 216-9993
PEDESTAL # NEAR SITE: NIA
THE PURPOSE OF THIS PROJECT IS AS FOLLOWS:
TOWER SCOPE OF WORK:
• REMOVE (3) ANTEL X7.666.4 ANTENNAS
• INSTALL (2) RAYCAPS
• INSTALL (3) ERICSSON VZE01 ANTENNAS
RHSDC-6627-PF-48
• INSTALL (3) ERICSSON RRUS 8843 RRUs
• INSTALL (2) RAYCAPS
• INSTALL (3) ERICSSON RRUS 4449 RRUs
RVDC-4520-PF-48
-INSTALL (2)1%" HYBRID CABLES
(IN EQUIMENT ROOM
ON GROUND LEVEL)
GROUND SCOPE OF WORK
• REMOVE (1) 6201 CABINET
• INSTALL (1) GE INFINITY DC POWER PLANT
HVAC UPGRADE NOT INCLUDED IN THE LICENSE SUB 6 SOW.
FOR MOUNT MODS: SEE MOUNT MODIFICATION DESIGN DRAWINGS BY PAUL J.
FORD 8. COMPANY DATED 02/08121.
FOR TOWER MODS: SEE STRUCTURAL DESIGN DRAWINGS BY TEP DATED06/25121.
I SCOPE OF WORK I
PLANS PREPARED BY:
1
a
TOWER ENGINEERING PROFESSIONALS
326 TRYON ROAD
RALEIGH, NC 27603-3530
OFFICE: (919) 661-6351
www.tepgroup.net
FL COA # 31011
1
08-30-21
CONSTRUCTION
O
08- 1 9-21
PRELIMINARY
REV
DATE
ISSUED FOR:
DRAWN BY: JGC
I CHECKED
DIGITAL SEAL:
THIS DOCUMENT HAS BEEN DIGITALLY SIGNED
AND SEALED BY JEREMY K. WOOSTER USING A
DIGITAL SIGNATURE AND DATE. PRINTED COPIES
OF THIS DOCUMENT ARE NOT CONSIDERED
SIGNED AND SEALED AND THE SIGNATURE MUST
BE VERIFIED ON ANY ELECTRONIC COPIES.
Dlgii,lly signbd by Jeremy K Wbo ,
D c Jeremy K Wooster, c S,
�Op.; eu` .J2]E00...i........ C300002...
mail p net
2021 8 30 14 33 27
/1111 Dale'2021083010'33'2]-00'00'
S
No.86923
-fl STATE OF 1%' =
FCORIOP
0Hill
9lAugusr
30, aoal
SHEET NUMBER:
REVISION:
I
T-1
TEP#: 152906.485390
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 2020 FLORIDA BUILDING CODE, 7TH 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.
PLANS PREPARED FOR:
verizoW
4700 EXCHANGE COURT, SUITE 100
BOCA RATON, FL 33431
(561) 995-5539
PROJECT INFORMATION:
VZW SITE #: 237546
VZW SITE NAME:
ADAMS RANCH
21715 ORANGE AVENUE
FORT PIERCE, FL 34945
(ST, LUCIE COUNTY)
PLANS PREPARED BY:
TOWER ENGINEERING PROFESSIONALS
326 TRYON ROAD
RALEIGH, NC 27603-3530
OFFICE: (919) 661-6351
AM www.tepgroup.net
FLCOA#31011
SIM-
DIGITAL SEAL:
THIS DOCUMENT HAS BEEN DIGITALLY SIGNED
AND SEALED BY JEREMY K. WOOSTER USING A
DIGITAL SIGNATURE AND DATE. PRINTED COPIES
OF THIS DOCUMENT ARE NOT CONSIDERED
SIGNED AND SEALED AND THE SIGNATURE MUST
BE VERIFIED ON ANY ELECTRONIC COPIES.
Dgit,lly signed by Jeremy K Wooster
DN:—Jeremy K Wooster,
o=Unsfilieted,
'a = eu-A014-0000016010600C3000—F,
mail=lUI.08.30 14:33: net
e�. Date: zortaaaa 1aaa:aa •oo•
SEAL:
-- No- 86923
"a STATE OF
0
RIDR
A
y4&\#\\
HIIIIt 30, 2021
1
08-30-21
CONSTRUCTION
O
08-19-21
PRELIMINARY
REV
DATE
ISSUED FOR:
DRAWN BY: JGC I CHECKED BY: JHJ
SHEET TITLE:
PROJECT
NOTES
SHEET NUMBER:
REVISION:
N-1
TEP#: 152906.485390
NOTES:,.
1.
SITE PLAN SHOWN BELOW WAS REPRODUCED
FROM
INFORMATION PROVIDED BY ST. LUCIE COUNTY
GIS. DATED
NOVEMBER 12, 2013. CONTRACTOR TO VERIFY
ALL EXISTING
INFORMATION IS AS INDICATED ON SITE PLAN.
CONTRACTOR
IS TO ESTABLISH THE EXISTENCE AND LOCATION OF ALL
EXISTING UNDERGROUND AND OVERHEAD
UTILITIES.
IMMEDIATELY NOTIFY THE CONSTRUCTION MANAGER OF ANY
DISCREPANCIES.
2.
EXISTING INFORMATION INDICATED ON THE SITE
PLAN SHOWN
WAS REPRODUCED BY BY ST. LUCIE COUNTY
GIS. DATED
NOVEMBER 12. TEP DOES NOT GUARANTEE, OR
ENSURE THE
PRECISION, ACCURACY OR CORRECTNESS AND
ASSUMES NO
RESPONSIBILITY OR LIABILITY FOR DAMAGES,
LOSS OF
REVENUE, OR INJURY THAT MIGHT OCCUR.
�
�
s
s'
EXISTING FENCEDr�.1
_
TELECOMMUNICATIONS . -
COMPOUND
-
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EXISTING GUYED
TOWER. SEE SHEET
_
C-2 FOR ELEVATION.
• . EXISTING PROPERTY
BOUNDARY
4 - +
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SITE PLAN
SCALE: 1" = 600'
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PARCEL ID: 2208-311-0001-000-6 4,
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SCALE IN FEET
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PLANS PREPARED FOR:
verizonv'
4700 EXCHANGE COURT, SUITE 100
BOCA RATON, FL 33431
(561) 995-5539
PROJECT INFORMATION:
VZW SITE #: 237546
VZW SITE NAME:
ADAMS RANCH
21715 ORANGE AVENUE
FORT PIERCE, FL 34945
(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 # 31011
1il
DIGITAL SEAL:
THIS DOCUMENT HAS BEEN DIGITALLY SIGNED
AND SEALED BY JEREMY K. WOOSTER USING A
DIGITAL SIGNATURE AND DATE. PRINTED COPIES
OF THIS DOCUMENT ARE NOT CONSIDERED
SIGNED AND SEALED AND THE SIGNATURE MUST
BE VERIFIED ON ANY ELECTRONIC COPIES.
'
y`11 Digitally signed by Jeremy K Wooster
DN:c Je—yKWooeier,c=US,
- _ o=UnaRiliated,
ou=A0142]E0000016981D684G300002ABF,
`TZ21,08,3014P9roup.net
�e ixliioa�Date: 202106.3014:34'.03-04'00'
SEAL:
0.86923
STATE OF
O R 1O 'r'
NAL
III I 11 "gust 30, 2021
1
08-30-21
CONSTRUCTION
0
08- 1 9-2 I
PRELIMINARY
REV
DATE
ISSUED FOR:
DRAWN BY: JGC I CHECKED
SHEET TITLE:
SITE PLAN
SHEET NUMBER:
REVISION:
C-1
1
TEP#: 1 5290G.485390
NOTE:
EQUIPMENT LAYOUT SHOWN BELOW BASED ON
DOCUMENTS PROVIDED BY VERIZON WIRELESS.
EXISTING VERIZON
6201 CABINET TO
BE REMOVED. SEE
SHEET C-1B FOR
DETAILS.
EXISTING VERIZON
BTS RACK TO
REMAIN
EXISTING VERIZON
BATTERY CABINET TO
REMAIN (TYP OF 2)
EXISTING VERIZON
MICROWAVE RACK
TO REMAIN
EXISTING VERIZON
DC POWER PLANT
TO REMAIN
EXISTING VERIZON
BATTERY RACK TO
REMAIN
EXISTING VERIZON
FIBER RACK TO
REMAIN
EXISTING VERIZON
ATS TO REMAIN
EXISTING VERIZON
200A MAIN PANEL
TO REMAIN
EXISTING VERIZON
MTS TO REMAIN
EXISTING VERIZON
GEN PLUG TO
REMAIN
EXISTING VERIZON
50Kw LP GENERATOR
TO REMAIN
EXISTING EQUIPMENT ROOM LAYOUT
SCALE: Y4" = l'-O
0 4 8
SCALE IN FEET
PLANS PREPARED FOR:
verizon,v'
4700 EXCHANGE COURT, SUITE 100
BOCA RATON, FL 33431
(561) 995-5539
PROJECT INFORMATION:
VZW SITE #: 237546
VZW SITE NAME:
ADAMS RANCH
21715 ORANGE AVENUE
FORT PIERCE, FL 34945
(ST, LUCIE COUNTY)
PLANS PREPARED BY:
TOWER ENGINEERING PROFESSIONALS
326 TRYON ROAD
RALEIGH, NC 27603-3530
OFFICE: (919) 661-6351
��� www.tepgroup.net
FLCOA#31011
��
4\
DIGITAL SEAL:
THIS DOCUMENT HAS BEEN DIGITALLY SIGNED
AND SEALED BY JEREMY K. WOOSTER USING A
DIGITAL SIGNATURE AND DATE. PRINTED COPIES
OF THIS DOCUMENT ARE NOT CONSIDERED
SIGNED AND SEALED AND THE SIGNATURE MUST
BE VERIFIED ON ANY ELECTRONIC COPIES.
`py "11II",D19ite11y signed by Jeremy K Wooster
s' /= DN: m=Jeremy K Wo—,,
-Unemneted,
#u-A01427E0000016981 D684C300002ABF.
mail 2021. 8.301e:35:58 net
i.�eee�p� Date: 2021.08.301A:35:58-00'00'
SEAL:
No.86923
"a STATE OF
®'cis �'4 0RI'D
/�NA jj��\gu\c3o, aozl
1
08-30-21
CONSTRUCTION
0
08-19-21
PRELIMINARY
REV
DATE
ISSUED FOR:
DRAWN BY: JGC I CHECKED BY: J11J
SHEET TITLE:
EXISTING
EQUIPMENT
ROOM LAYOUT
SHEET NUMBER:
REVISION:
C-lA
1
TEP#: 152906.485390
NOTES:
1. EQUIPMENT LAYOUT SHOWN BELOW BASED ON
DOCUMENTS PROVIDED BY VERIZON WIRELESS.
2. CONTRACTOR TO INSTALL EQUIPMENT PER
MANUFACTURER'S SPECIFICATIONS.
3. HVAC UPGRADE NOT INCLUDED IN THE
LICENSE SUB 6 SCOPE OF WORK.
PROPOSED EQUIPMENT ROOM LAYOUT
SCALE: Y4" = 1'—O"
PROPOSED VERIZON
15"x26" RACK WITH
(1) GE INFINITY DC
POWER PLANT, SEE
SHEET C-4 FOR
DETAILS.
EXISTING VERIZON
BTS RACK
EXISTING VERIZON
BATTERY CABINET
(TYP OF 2)
EXISTING VERIZON
MICROWAVE RACK
PROPOSED
VERIZON RAYCAP
RVDC-4520—RM-48
(TYP OF 2). SEE SHEET
C-3D FOR DETAILS.
EXISTING VERIZON
DC POWER PLANT
EXISTING VERIZON
BATTERY RACK
EXISTING VERIZON
FIBER RACK
EXISTING VERIZON
ATS
EXISTING VERIZON
200A MAIN PANEL
EXISTING VERIZON
M TS
EXISTING VERIZON
GEN PLUG
EXISTING VERIZON
50kW LP GENERATOR
0 4 8
SCALE IN FEET
PLANS PREPARED FOR:
verizonv'
4700 EXCHANGE COURT, SUITE 100
BOCA RATON, FL 33431
(561) 995-5539
PROJECT INFORMATION:
VZW SITE #: 237546
VZW SITE NAME:
ADAMS RANCH
21715 ORANGE AVENUE
FORT PIERCE, FL 34945
(ST. LUCIE COUNTY)
PLANS PREPARED BY:
TOWER ENGINEERING PROFESSIONALS
326 TRYON ROAD
RALEIGH, NC 27603-3530
OFFICE: (919) 661-6351
W
www.tepgroup.net
FL COA # 31011
A
DIGITAL SEAL:
THIS DOCUMENT HAS BEEN DIGITALLY SIGNED
AND SEALED BY JEREMY K. WOOSTER USING A
DIGITAL SIGNATURE AND DATE. PRINTED COPIES
OF THIS DOCUMENT ARE NOT CONSIDERED
SIGNED AND SEALED AND THE SIGNATURE MUST
BE VERIFIED ON ANY ELECTRONIC COPIES.
Digitally slg— by Jeremy K Waoeter
/ DN: K Wooster,-US,
cn=Jeremy
01 —Aglietetl,
ou=A0142]E0g00018981 D654C3D000243F,
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mall= jkyo0ster0tepgroupZ`
Date: 2021.08.3014:3853 A4'00'
SEAL:
.86923
it
STATE OF 1:t
®.c� 4
ORIDP
S91ONAL
' 171
14 �%ust 30, 2021
1
08-30-21
CONSTRUCTION
0
08- 1 9-2 1
PRELIMINARY
REV
DATE
ISSUED FOR:
DRAWN BY: JGC CHECKED
SHEET TITLE:
PROPOSED
EQUIPMENT
ROOM LAYOUT
SHEET NUMBER:
REVISION:
C-1 B
1
TEP#: 1 5290G.485390
1. THE DRAWING IS ONLY A GRAPHIC
REPRESENTATION OF THE STRUCTURE.
EXISTING VERIZON OMNI ANTENNA
CONDITIONS IN THE FIELD MAY VARY.
TO REMAIN. SEE SHEETS C-3A
THROUGH C-31D FOR DETAILS.
2. CONTRACTOR TO VERIFY LOADING WITH PASSING
STRUCTURAL MODIFICATION ANALYSIS REPORT
/` 300'-0"±
EXISTING VERIZON ANTENNA TO
AND STRUCTURAL DESIGN DRAWINGS BY TOWER
T/TOWER
REMAIN (TYP OF 6). SEE SHEETS
ENGINEERING PROFESSIONALS DATED JUNE 25,
C-3A THROUGH C-3D FOR DETAILS.
2021 PRIOR TO CONSTRUCTION.
rik 293'— 0" ±
3. CONTRACTOR TO INSTALL ALL EQUIPMENT PER
NV q/VERIZON ANTENNA
MANUFACTURER'S SPECIFICATIONS.
PROPOSED VERIZON ANTENNA TO BE
rik 288'-0"±
INSTALLED (TYP OF 3). SEE SHEETS
4. FAA APPROVED OVERALL HEIGHT = 337'-0".
NV q/VERIZON ANTENNAS
C-3B THROUGH C-31D FOR DETAILS
PROPOSED VERIZON EQUIPMENT
TO BE INSTALLED: (2) RAYCAPS,
AND (6) RRUs. SEE SHEETS C-3A
THROUGH C-31D FOR DETAILS.
EXISTING GUYED TOWER
EXISTING VERIZON MICROWAVE
DISH TO REMAIN (TYP OF 2)
PER SPECIFICATIONS OF RFDS:
(15) 1%- COAX TO REMAIN;
(2) 1%- HYBRID CABLES TO
BE INSTALLED
PROPOSED VERIZON EQUIPMENT
TO BE INSTALLED IN EQUIPMENT
ROOM: (2) RAYCAPS AND (1)
GE INFINITY DC POWER PLANT,
rik 0'-0" (REFERENCE) SEE SHEET C-1B FOR DETAILS.
T/CONCRETE T//,
PROPOSED TOWER ELEVATION
SCALE: 1" = 20'
0 20 40
SCALE IN FEET
PLANS PREPARED FOR:
verizonv'
4700 EXCHANGE COURT, SUITE 100
BOCA RATON, FL 33431
(561) 995-5539
PROJECT INFORMATION:
VZW SITE #: 237546
VZW SITE NAME:
ADAMS RANCH
21715 ORANGE AVENUE
FORT PIERCE, FL 34945
(ST. LUCIE COUNTY)
PLANS PREPARED BY:
TOWER ENGINEERING PROFESSIONALS
i1 326 TRYON ROAD
RALEIGH, NC 27603-3530
OFFICE: (919) 661-6351
W
www.tepgroup.net
FL COA # 31011
A
DIGITAL SEAL:
THIS DOCUMENT HAS BEEN DIGITALLY SIGNED
AND SEALED BY JEREMY K. WOOSTER USING A
DIGITAL SIGNATURE AND DATE. PRINTED COPIES
OF THIS DOCUMENT ARE NOT CONSIDERED
SIGNED AND SEALED AND THE SIGNATURE MUST
BE VERIFIED ON ANY ELECTRONIC COPIES.
u / Digitally si9eetl by Jeremy K Wooster
DN: cn=Jeremy KWooster, -US,
01 —Aglietetl,
ou=A0142]E0000018981 D554C3D000248F,
mall= jr(�`N"p."t
Dale: 28xooete021.08.3014:3]:07 A'00'
SEAL: I/
o.86923
"a STATE OF
O RID P
��ONAL
- 111 1l gust 30, 2021
1
08-30-21
1 CONSTRUCTION
0
08- 1 9-2 1
PRELIMINARY
REV
DATE
I ISSUED FOR:
DRAWN BY: JGC I CHECKED BY: JFIJ
SHEET TITLE:
TOWER
ELEVATION
SHEET NUMBER:
REVISION:
C-2
1
TEP#: 1 52906.485390
NOTE:
EXISTING MOUNTS DO NOT HAVE SUFFICIENT
CAPACITY TO HOLD PROPOSED LOADING.
SEE THE ANTENNA MOUNT ANALYSIS
REPORT BY PAUL J. FORD & COMPANY
¢
a
DATED JANUARY 27, 2021 FOR DETAILS.
o a
=
o a
a
a
a
o�
---J
EXISTING ANTENNA LAYOUT @ 288'-0" & 293'-0"
SCALE: Y2. = 1'-O"
EXISTING VERIZON ANTENNA
MOUNT TO BE MODIFIED
(TYP OF 3). SEE SHEET
C-3B FOR DETAILS.
EXISTING VERIZON JMA
DBC-67C-U-1SF DIPLEXER
TO REMAIN (TYP OF 3).
SEE SHEETS C-3B THROUGH
C-31D FOR DETAILS.
EXISTING VERIZON CSS
X7CQAP-665-VRO ANTENNA
TO REMAIN (TYP OF 6). SEE
SHEETS C-3B THROUGH
C-31D FOR DETAILS.
EXISTING VERIZON EXISTING
VERIZON ANTEL BDC-80612
ANTENNA TO REMAIN. SEE
SHEETS C-3B THROUGH
C-31D FOR DETAILS.
EXISTING VERIZON ANTEL
X7-666-4 ANTENNA TO BE
REMOVED (TYP OF 3). SEE
SHEETS C-31B THROUGH
C-31D FOR DETAILS.
0 1 2
SCALE IN FEET
PLANS PREPARED FOR:
verizon%l
4700 EXCHANGE COURT, SUITE 100
BOCA RATON, FL 33431
(561) 995-5539
PROJECT INFORMATION:
VZW SITE #: 237546
VZW SITE NAME:
ADAMS RANCH
21715 ORANGE AVENUE
FORT PIERCE, FL 34945
(ST, LUCIE COUNTY)
PLANS PREPARED BY:
TOWER ENGINEERING PROFESSIONALS
A1 326 TRYON ROAD
A RALEIGH, NC 27603-3530
X OFFICE: (919) 661-6351
AW www.tepgroup.net
FLCOA#31011
DIGITAL SEAL:
THIS DOCUMENT HAS BEEN DIGITALLY SIGNED
AND SEALED BY JEREMY K. WOOSTER USING A
DIGITAL SIGNATURE AND DATE. PRINTED COPIES
OF THIS DOCUMENT ARE NOT CONSIDERED
SIGNED AND SEALED AND THE SIGNATURE MUST
BE VERIFIED ON ANY ELECTRONIC COPIES.
1 ' ri�� Digitally sign,d by Jeremy K Wooster
�`��� cn—.- K Wooster, c=US,
__ o=unarglietea,
— ou=A0142]E00000189giD8g4D300002A8F,
.$9 email 2021.0.3014:37:22.net
e; Date: 2021.08.3014:3]:2204'00'
SEAL:
o.86923
"a STATE OF
®.c� ORIDI"
ONA
yus\t30, 2021
1
08-30-21
CONSTRUCTION
0
08-19-21
PRELIMINARY
REV
DATE
ISSUED FOR:
DRAWN BY: JGC I CHECKED BY: JHJ
SHEET TITLE:
EXISTING
ANTENNA LAYOUT
SHEET NUMBER:
REVISION:
3A
1
TEP#:15290G.485390
Z[019*5
1. EXISTING MODIFIED MOUNTS HAVE SUFFICIENT
CAPACITY TO HOLD PROPOSED LOADING. SEE
POST -MOD ANTENNA MOUNT ANALYSIS
REPORT AND PMI REQUIREMENTS BY PAUL J.
FORD AND COMPANY DATED FEBRUARY 8,
2021 FOR DETAILS.
2. CONTRACTOR TO INSTALL EQUIPMENT PER
MANUFACTURER'S SPECIFICATIONS.
3. CONTRACTOR TO VERIFY PROPOSED LOADING
WITH STRUCTURAL ANAL
CONSTRUCTION.
9
GPI
PROPOSED ANTENNA LAYOUT @ 288'-0" & 293'-0"
SCALE: Y2" = 1'-O"
oaa
6
q
PROPOSED VERIZON ERICSSON
RRUS 4449 RRU (TYP OF 3).
SEE SHEET C-311) FOR DETAILS.
EXISTING VERIZON JMA
DBC-67C-U-1SF DIPLEXER
(TYP OF 3)
EXISTING VERIZON ANTEL
BDC-80612 ANTENNA TO
REMAIN
PROPOSED VERIZON RAYCAP
RHSDC-6627-PF-48
(TYP OF 2). SEE SHEET
C-311) FOR DETAILS.
PROPOSED VERIZON ERICSSON
VZE01 ANTENNA (TYP OF 3).
SEE SHEET C-311) FOR DETAILS.
EXISTING MODIFIED ANTENNA
MOUNT (TYP OF 3). SEE
NOTES FOR DETAILS.
PROPOSED VERIZON ERICSSON
RRUS 8843 RRU (TYP OF 3).
SEE SHEET C-31) FOR DETAILS.
EXISTING VERIZON CSS
X7CQAP-665-VRO ANTENNA
(TYP OF 6)
0 1 2
SCALE IN FEET
PLANS PREPARED FOR:
verizonv'
4700 EXCHANGE COURT, SUITE 100
BOCA RATON, FL 33431
(561) 995-5539
PROJECT INFORMATION:
VZW SITE #: 237546
VZW SITE NAME:
ADAMS RANCH
21715 ORANGE AVENUE
FORT PIERCE, FL 34945
(ST, LUCIE COUNTY)
PLANS PREPARED BY:
TOWER ENGINEERING PROFESSIONALS
326 TRYON ROAD
RALEIGH, NC 27603-3530
OFFICE: (919) 661-6351
04 www.tepgroup.net
FL COA # 31011
DIGITAL SEAL:
THIS DOCUMENT HAS BEEN DIGITALLY SIGNED
AND SEALED BY JEREMY K. WOOSTER USING A
DIGITAL SIGNATURE AND DATE. PRINTED COPIES
OF THIS DOCUMENT ARE NOT CONSIDERED
SIGNED AND SEALED AND THE SIGNATURE MUST
BE VERIFIED ON ANY ELECTRONIC COPIES.
DigiWly signed by Jeremy K Wooster
DN: cn-J.—yKWoosler, SUS,
o-UnaRilialed,
'9 o A0142]F0000016981 D684-000—F,
h® c3 email 2021.0 30143740-N
Iq'I,Iu �Daie'. 2021.06.3014'.3]'.40-04'00'
SEAL:
o.86923
"a STATE OF
®.c� F4 ORI'D
s��ONAL E� \��`
'l ugust30, 2021
1
08-30-21
CONSTRUCTION
0
08- 1 9-2 1
PRELIMINARY
REV
DATE
ISSUED FOR:
DRAWN BY: JGC CHECKED BY: J11J
SHEET TITLE:
PROPOSED
ANTENNA LAYOUT
SHEET NUMBER:
REVISION:
C-3B
1
TEP#:15290G.485390
EXISTING ANTENNA &COAX SCHEDULE
MANUFACTURER
RAID
CABLE
AZIMUTH
CABLE
MECH.
ELEC.
EQUIPMENT
J-BOX
POS.
SECTOR
USE
(MODEL #)
CENTER
SIZE
(TN)
LENGTH
D-TILT
D-TILT
[MODEL #]
(TOWER)
1
ALPHA
700 LTE
CSS
X7COAP-665—VRO
288 —0 ±
0°
0°
4°/2°
(1) JMA DIPLEXER
2
ALPHA
*ANTEL
@ 288'—O"+
—
0°
0°
2°
1900 CDMA
X7-666-4
DBC-67C—U-1SF
3
ALPHA
ss
X7COAPC665—VRO
@ 288 —O +
0°
0°
4`/2°
4
BETA
700 LTE
SS
X7COAPC665—VRO
@ 288 —O"+
120°
0°
4'/2°
(1) JMA DIPLEXER
5
BETA
*ANTEL
@ 288'—O"±
120°
0°
2°
850 CDMA
X7-666-4
(15) 15/8"0
COAX
340'±
DBC-67C—U-1SF
6
BETA
X7COAPC665—VRO
288 —0"+
120°
0°
4°/2°
7
GAMMA
700 LTE
X7COAPC665—VRO
@ 288 —O"+
240°
0°
4'/2°
(1) JMA DIPLEXER
8
GAMMA
*ANTEL
@ 288'—O"+
240°
0°
2°
850 CDMA
X7-666-4
DBC-67C—U-1SF
9
GAMMA
X7COAPCSS 665—VRO
@ 288 —O"+
240'
0°
4'/2°
10
—
850 CDMA
ANTEL
BCD-80612
293'-0"+
—
—
0°
1'
—
*NOTE —ANTENNA TO BE REMOVED
GROUND WORK:
CONTRACTOR TO REMOVE: (1) 6201 CABINET.
EXISTING ANTENNA & COAX SCHEDULE @ 288'-0" & 293'-0"
SCALE: N.T.S.
PLANS PREPARED FOR:
verizon)/
4700 EXCHANGE COURT, SUITE 100
BOCA RATON, FL 33431
(561) 995-5539
PROJECT INFORMATION:
VZW SITE #: 237546
VZW SITE NAME:
ADAMS RANCH
21715 ORANGE AVENUE
FORT PIERCE, FL 34945
(ST, LUCIE COUNTY)
PLANS PREPARED BY:
TOWER ENGINEERING PROFESSIONALS
326 TRYON ROAD
RALEIGH, NC 27603-3530
OFFICE: (919) 661-6351
00 www.tepgroup.net
400
FL COA # 31011
�
k
DIGITAL SEAL:
THIS DOCUMENT HAS BEEN DIGITALLY SIGNED
AND SEALED BY JEREMY K. WOOSTER USING A
DIGITAL SIGNATURE AND DATE. PRINTED COPIES
OF THIS DOCUMENT ARE NOT CONSIDERED
SIGNED AND SEALED AND THE SIGNATURE MUST
BE VERIFIED ON ANY ELECTRONIC COPIES.
••,,,,
Olgltally bl dby JeremyK WO te,
1",1 Jeremy K Wooster, c 115,
zupafflialed,
au= A0142-00001081D684000002AU,
mail-lkwbo r@tepgroup net
Oahe'. 2021.08.3014'.38'.09-0400'
SEAL:
f_
No.86923
ik
STATE OF
'��iS' F`ORIOR
ONA,gug,�ju\t3o,
2021
1
06-30-21
CONSTRUCTION
0
06- 1 9-2 1
PRELIMINARY
REV
DATE
ISSUED FOR:
DRAWN BY: JGC I CHECKED BY: JHJ
SHEET TITLE:
EXISTING ANTENNA
& COAX SCHEDULE
SHEET NUMBER:
REVISION:
1
C-3C
TEP#:152906.485390
PROPOSED EQUIPMENT IN BOLD
PROPOSED ANTENNA &COAX SCHEDULE
MANUFACTURER
RAD
CABLE
AZIMUTH
CABLE
MECH.
ELEC.
EQUIPMENT
J-BOX
POS.
SECTOR
USE
(MODEL #)
CENTER
SIZE
(TN)
LENGTH
D-TILT
D-TILT
[MODEL #]
(TOWER)
1
ALPHA
700 LTE
CSS
@ 288 —0 ±
0°
(1) JMA DIPLEXER
1900 CDMA
850 LTE
1900 LTE
X7CQAP-65—V
DBC-67C—U-1SF
(1) ERICSSON RRU
2
ALPHA
ERICSSON
0 288•—O"±
0'
••
..
1900 5GNR
2100 LTE
NL—SUB6
VZE01
[RRUS 8843]
(1) ERICSSON RRU
[RRUS 4449]
3
ALPHA
CSS
X7CQAP-65—V
@ 288 —0 +
0
"
"
4
BETA
700 LTE
CSS
288'-0"±
120°
••
••
(1) JMA DIPLEXER
1900 CDMA
850 LTE
1900 LTE
X7CQAP-65—V
( 15 1
DBC-67C—U-1SF
(1) ERICSSON RRU
(2) 627- P$
[RHSDC-6627-PF-48]
5
BETA
ERICSSON
0 288'-0"t
120'
••
••
1900 5GNR
2100 LTE
NL-SUB6
VZE01
COAX
(2) 1%"0
*340'±
[RRUS 8843]
(1) ERICSSON RRU
RRUS 4449
[ ]
••• (2) RAYCAPS
6
BETA
CSS
X7CQAP-65-V
@ 288'-O"±
120°
"
••
HYBRIDS
[RVDC-4520-PF-48]
7
GAMMA
700 LTE
CSS
288'-0"±
240°
••
••
(1) JMA DIPLEXER
1900 CDMA
LTE
LTE
X7CQAP-65-V
DBC-67C-U-1SF
(1) ERICSSON RRU
8
GAMMA
ERICSSON
'850
0 288-O"±
240'
"
"
i1900
0 5GNR
2100 LTE
NL—SUB6
VZE01
[RRUS 88431
(1) ERICSSON RRU
[RRUS 4449]
I
9
GAMMA
CSS
X7CQAP-65—V
@ 288 —O"+
240°
"
••
10
—
850 CDMA
ANTEL
BCD-80612
293'-0"+
—
—
ss
••
—
I
*NOTE— CONTRACTOR TO VERIFY COAX/CABLE LENGTHS PRIOR TO CONSTRUCTION. CONTRACTOR TO REFERENCE VERIZON ISSUED REDS PRIOR TO CONSTRUCTION.
**NOTE— CONTRACTOR TO REFERENCE VERIZON ISSUED RFDS FOR MECH./ELEC. D—TILTS
***NOTE— EQUIPMENT TO BE MOUNTED IN EQUIPMENT ROOM ON GROUND LEVEL
GROUND WORK:
CONTRACTOR TO INSTALL: (1) GE INFINITY DC POWER PLANT.
PROPOSED ANTENNA & COAX SCHEDULE @ 288'-0" & 293'-0"
SCALE: N.T.S.
PLANS PREPARED FOR:
verizon)/
4700 EXCHANGE COURT, SUITE 100
BOCA RATON, FL 33431
(561) 995-5539
PROJECT INFORMATION:
VZW SITE #: 237546
VZW SITE NAME:
ADAMS RANCH
21715 ORANGE AVENUE
FORT PIERCE, FL 34945
(ST. LUCIE COUNTY)
PLANS PREPARED BY:
TOWER ENGINEERING PROFESSIONALS
All 326 TRYON ROAD
V RALEIGH, NC 27603-3530
lOFFICE: (919) 661-6351
00%l www.tepgroup.net
FL COA # 31011
�
k
DIGITAL SEAL:
THIS DOCUMENT HAS BEEN DIGITALLY SIGNED
AND SEALED BY JEREMY K. WOOSTER USING A
DIGITAL SIGNATURE AND DATE. PRINTED COPIES
OF THIS DOCUMENT ARE NOT CONSIDERED
SIGNED AND SEALED AND THE SIGNATURE MUST
BE VERIFIED ON ANY ELECTRONIC COPIES.
Dlg,41y slg-d by Jeremy K Wooster
DN: cnJeremy K W... -, —1
o=Unaffiliated,
ou=A014-00D0018g81D884C30D002A8F,
00 Db'. lkwo 05 b114PgroeP.N
Dale. so2l.oa.ao imag:a4 -04o0
SEAL:
.86923
ik
STATE OF �C
FORM
GN��`\
ONA,g��u\t3o,
2021
mmmj
1
06-30-21
CONSTRUCTION
0
06- 1 9-2 1
PRELIMINARY
REV
DATE
ISSUED FOR:
DRAWN BY: JGC I CHECKED BY: JHJ
SHEET TITLE:
PROPOSED ANTENNA
& COAX SCHEDULE
SHEET NUMBER:
REVISION:
C-3D
1
TEP#: 1 52906.485390
NOTES:
1. INFINITY M POWER SYSTEM, DUAL VOLTAGE, RACK
MOUNTED POWER SYSTEM BY GE. CONTRACTOR TO
VERIFY DIMENSIONS WITH MANUFACTURER.
2. CONTRACTOR TO INSTALL PER MANUFACTURER'S
SPECIFICATIONS.
-rop view
rV*c1.7d hiii IF.
xI:l�A:`f:,a�;l;l� L i0
DC PLANT DETAILS
SCALE: N.T,S.
.23::
Rear View
4E
44,5
I
i
I
i
I
I
I
i
I
i
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L
o _
�NEX14MW
CWTRD.LO
RDXKMT
M� 1.00'
15.00
PLANS PREPARED FOR:
verizon%/
4700 EXCHANGE COURT, SUITE 100
BOCA RATON, FL 33431
(561) 995-5539
PROJECT INFORMATION:
VZW SITE #: 237546
VZW SITE NAME:
ADAMS RANCH
21715 ORANGE AVENUE
FORT PIERCE, FL 34945
(ST. LUCIE COUNTY)
PLANS PREPARED BY:
TOWER ENGINEERING PROFESSIONALS
326 TRYON ROAD
RALEIGH, NC 27603-3530
OFFICE: (919) 661-6351
A\ www.tepgroup.net
100 FL COA # 31011
101 —1
DIGITAL SEAL:
THIS DOCUMENT HAS BEEN DIGITALLY SIGNED
AND SEALED BY JEREMY K. WOOSTER USING A
DIGITAL SIGNATURE AND DATE. PRINTED COPIES
OF THIS DOCUMENT ARE NOT CONSIDERED
SIGNED AND SEALED AND THE SIGNATURE MUST
BE VERIFIED ON ANY ELECTRONIC COPIES.
Digitally sigeetl by Jeremy K Wooster
J DN: cn4er K Wooater, —8,
o=uaargratea,
-—A01427E0000018881D884000002A8F.
3$¢ email N21.08.3014:39M.eet
e; Date: 2021.08.3014:39:58 �04'00'
SEAL:
0%
K
o.86923
STATE OF �Q'
®.c� �(ORtipR
9/0NALE`��G�����
fj � � 9ust 30, 2021
1
08-30-21
CONSTRUCTION
O
08-19-21
PRELIMINARY
REV
DATE
ISSUED FOR:
DRAWN BY: JGC I CHECKED BY: J1J
SHEET TITLE:
DC PLANT
DETAILS
SHEET NUMBER:
REVISION:
C-4
1
TEP#: 1 52906.485390
ELECTRICAL NOTES:
SCOPE:
1. PROVIDE LABOR, MATERIALS, INSPECTION, AND TESTING TO PROVIDE CODE COMPLIANCE FOR
ELECTRIC, TELEPHONE, AND GROUNDING/LIGHTNING SYSTEMS.
CODES:
1. THE INSTALLATION SHALL COMPLY WITH APPLICABLE LAWS AND CODES. THESE INCLUDE BUT ARE
NOT LIMITED TO THE LATEST ADOPTED EDITIONS OF:
A. THE NATIONAL ELECTRICAL SAFETY CODE D. LOCAL AND STATE AMENDMENTS
B. THE NATIONAL ELECTRIC CODE - NFPA-70 E. THE INTERNATIONAL ELECTRIC CODE -
C. REGULATIONS OF THE SERVING UTILITY COMPANY IEC (WHERE APPLICABLE)
2. PERMITS REQUIRED SHALL BE OBTAINED BY THE CONTRACTOR.
3. AFTER COMPLETION AND FINAL INSPECTION OF THE WORK, THE OWNER SHALL BE FURNISHED A
CERTIFICATE OF COMPLETION AND APPROVAL.
TESTING:
1. UPON COMPLETION OF THE INSTALLATION, OPERATE AND ADJUST THE EQUIPMENT AND SYSTEMS TO MEET
SPECIFIED PERFORMANCE REQUIREMENTS. THE TESTING SHALL BE DONE BY QUALIFIED PERSONNEL.
GUARANTEE:
IN ADDITION TO THE GUARANTEE OF THE EQUIPMENT BY THE MANUFACTURER, EACH PIECE OF EQUIPMENT
SPECIFIED HEREIN SHALL ALSO BE GUARANTEED FOR DEFECTS OF MATERIAL OR WORKMANSHIP OCCURRING
DURING A PERIOD OF ONE (1) YEAR FROM FINAL ACCEPTANCE OF THE WORK BY THE OWNER AND WITHOUT
EXPENSE TO THE OWNER.
2. THE WARRANTEE CERTIFICATES & GUARANTEES FURNISHED BY THE MANUFACTURERS SHALL BE
TURNED OVER TO THE OWNER.
UTILITY CO-ORDINATION:
1. CONTRACTOR SHALL COORDINATE WORK WITH THE POWER AND TELEPHONE COMPANIES AND SHALL
COMPLY WITH THE SERVICE REQUIREMENTS OF EACH UTILITY COMPANY.
EXAMINATION OF SITE:
1. PRIOR TO BEGINNING WORK, THE CONTRACTOR SHALL VISIT THE SITE OF THE JOB AND SHALL FAMILIARIZE
HIMSELF WITH THE CONDITIONS AFFECTING THE PROPOSED ELECTRICAL INSTALLATION AND SHALL MAKE
PROVISIONS AS TO THE COST THEREOF. FAILURE TO COMPLY WITH THE INTENT OF THIS SECTION
WILL IN NO WAY RELIEVE THE CONTRACTOR OF PERFORMING THE WORK NECESSARY FOR A COMPLETE
AND WORKING SYSTEM OR SYSTEMS.
CUTTING, PATCHING AND EXCAVATION:
1. COORDINATION OF SLEEVES, CHASES, ETC., BETWEEN SUBCONTRACTORS WILL BE REQUIRED PRIOR TO THE
CONSTRUCTION OF ANY PORTION OF THE WORK. CUTTING AND PATCHING OF WALLS, PARTITIONS, FLOORS, AND CHASES
IN CONCRETE, WOOD, STEEL OR MASONRY SHALL BE DONE AS PROVIDED ON THE DRAWINGS.
2. NECESSARY EXCAVATIONS AND BACKFILLING INCIDENTAL TO THE ELECTRICAL WORK SHALL BE PROVIDED
BY THE ELECTRICAL CONTRACTOR UNLESS SPECIFICALLY NOTED OTHERWISE ON THE DRAWING.
3. SEAL PENETRATIONS THROUGH RATED WALLS, FLOORS, ETC., WITH APPROVED METHOD AS LISTED BY UL.
RACEWAYS / CONDUITS GENERAL:
1. CONDUCTORS SHALL BE INSTALLED IN LISTED RACEWAYS. CONDUIT SHALL BE RIGID STEEL, EMT,
SCH40 PVC, OR SCH80PVC AS INDICATED ON THE DRAWINGS. THE RACEWAY SYSTEM SHALL BE COMPLETE
COMPLETE BEFORE INSTALLING CONDUCTORS.
2. EXTERIOR RACEWAYS AND GROUNDING SLEEVES SHALL BE SEALED AT POINTS OF ENTRANCE AND EXIT.
THE RACEWAY SYSTEM SHALL BE BONDED PER NEC.
EXTERIOR CONDUIT:
1. EXPOSED CONDUIT SHALL BE NEATLY INSTALLED AND RUN PARALLEL OR PERPENDICULAR TO STRUCTURAL
ELEMENTS. SUPPORTS AND MOUNTING HARDWARE SHALL BE HOT DIPPED GALVANIZED STEEL.
2. THE CONDUIT SHALL BE RIGID STEEL AT GRADE TRANSITIONS OR WHERE EXPOSED TO DAMAGE.
3. UNDERGROUND CONDUITS SHALL BE RIGID STEEL, SCH40 PVC, OR SCH80 PVC AS INDICATED ON THE DRAWINGS.
4. BURIAL DEPTH OF CONDUITS SHALL BE AS REQUIRED BY CODE FOR EACH SPECIFIC CONDUIT TYPE
AND APPLICATION, BUT SHALL NOT BE LESS THAN THE FROST DEPTH AT THE SITE.
5. CONDUIT ROUTES ARE SCHEMATIC. CONTRACTOR SHALL FIELD VERIFY ROUTES BEFORE BID. COORDINATE
ROUTE WITH WIRELESS CARRIER AND/OR BUILDING OWNER.
INTERIOR CONDUIT:
1. CONCEALED CONDUIT IN WALLS OR INTERIOR SPACES ABOVE GRADE MAY BE EMT OR PVC.
2. CONDUIT RUNS SHALL USE APPROVED COUPLINGS AND CONNECTORS. PROVIDE INSULATED BUSHING
FOR ALL CONDUIT TERMINATIONS. CONDUIT RUNS IN A WET LOCATION SHALL HAVE WATERPROOF FITTINGS.
3. PROVIDE SUPPORTS FOR CONDUITS IN ACCORDANCE WITH NEC REQUIREMENTS. CONDUITS SHALL
BE SIZED AS REQUIRED BY NEC.
EQUIPMENT:
1. DISCONNECT SWITCHES SHALL BE SERVICE ENTRANCE RATED, HEAVY DUTY TYPE.
2. CONTRACTOR SHALL VERIFY MAXIMUM AVAILABLE FAULT CURRENT AND COORDINATE INSTALLATION
WITH THE LOCAL UTILITY BEFORE STARTING WORK. CONTRACTOR WILL VERIFY THAT EXISTING CIRCUIT
BREAKERS ARE RATED FOR MORE THAN AVAILABLE FAULT CURRENT AND REPLACE AS NECESSARY.
3. NEW CIRCUIT BREAKERS SHALL BE RATED TO WITHSTAND THE MAXIMUM AVAILABLE FAULT CURRENT
AS DETERMINED BY THE LOCAL UTILITY.
CONDUCTORS:
1. FURNISH AND INSTALL CONDUCTORS SPECIFIED IN THE DRAWINGS. CONDUCTORS SHALL BE COPPER AND SHALL
HAVE TYPE THWN (MIN) (75- C) INSULATION, RATED FOR 600 VOLTS.
2. THE USE OF ALUMINUM CONDUCTORS SHALL BE LIMITED TO THE SERVICE FEEDERS INSTALLED BY THE UTILITY.
3. CONDUCTORS SHALL BE PROVIDED AND INSTALLED AS FOLLOWS:
A. MINIMUM WIRE SIZE SHALL BE #12 AWG.
B. CONDUCTORS SIZE #8 AND LARGER SHALL BE STRANDED. CONDUCTORS SIZED #10 AND #12
MAY BE SOLID OR STRANDED.
C. CONNECTION FOR #10 AWG #12 AWG SHALL BE BY TWISTING TIGHT AND INSTALLING INSULATED
PRESSURE OR WIRE NUT CONNECTIONS.
D. CONNECTION FOR #8 AWG AND LARGER SHALL BE BY USE OF STEEL CRIMP -ON SLEEVES WITH
NYLON INSULATOR.
3. CONDUCTORS SHALL BE COLOR CODED IN ACCORDANCE WITH NEC STANDARDS.
UL COMPLIANCE:
1. ELECTRICAL MATERIALS, DEVICES, CONDUCTORS, APPLIANCES, AND EQUIPMENT SHALL BE LABELED/LISTED BY UL
OR ACCEPTED BY JURISDICTION (I.E., LOCAL COUNTY OR STATE) APPROVED THIRD PARTY TESTING AGENCY.
GROUNDING:
ELECTRICAL NEUTRALS, RACEWAYS AND NON -CURRENT CARRYING PARTS OF ELECTRICAL EQUIPMENT
AND ASSOCIATED ENCLOSURES SHALL BE GROUNDED IN ACCORDANCE WITH NEC ARTICLE 250. THIS SHALL
INCLUDE NEUTRAL CONDUCTORS, CONDUITS, SUPPORTS, CABINETS, BOXES, GROUND BUSSES, ETC. THE
NEUTRAL CONDUCTOR FOR EACH SYSTEM SHALL BE GROUNDED AT A SINGLE POINT.
2. PROVIDE GROUND CONDUCTOR IN RACEWAYS PER NEC.
3. PROVIDE BONDING AND GROUND TO MEET NFPA 780 - "LIGHTNING PROTECTION" AS A MINIMUM.
4. PROVIDE GROUNDING SYSTEM AS INDICATED ON THE DRAWINGS, AS REQUIRED BY THE NATIONAL ELECTRIC
CODE, RADIO EQUIPMENT MANUFACTURERS, AND MOTOROLA R56 (AS APPLICABLE).
ABBREVIATIONS AND LEGEND
A
- AMPERE
PNLBD -
PANELBOARD
AFG
- ABOVE FINISHED GRADE
PVC -
RIGID NON-METALLIC CONDUIT
ATS
- AUTOMATIC TRANSFER SWITCH
RGS -
RIGID GALVANIZED STEEL CONDUIT
AWG
- AMERICAN WIRE GAUGE
SW -
SWITCH
BCW
- BARE COPPER WIRE
TGB -
TOWER GROUND BAR
BFG
- BELOW FINISHED GRADE
UL -
UNDERWRITERS LABORATORIES
BKR
- BREAKER
V -
VOLTAGE
C
- CONDUIT
W -
WATTS
CKT
- CIRCUIT
XFMR -
TRANSFORMER
DISC
- DISCONNECT
XMTR -
TRANSMITTER
EGR
- EXTERNAL GROUND RING
EMT
- ELECTRIC METALLIC TUBING
----E---- UNDERGROUND ELECTRICAL CONDUIT
FSC
- FLEXIBLE STEEL CONDUIT
GEN
- GENERATOR
----T---- UNDERGROUND TELEPHONE CONDUIT
GPS
- GLOBAL POSITIONING SYSTEM
8
KILOWATT-HOUR METER
GRID
- GROUND
IGB
- ISOLATED GROUND BAR
UNDERGROUND BONDING AND
IGR
- INTERIOR GROUND RING (HALO)
GROUNDING CONDUCTOR
KW
- KILOWATTS
0
GROUND ROD
NEC
- NATIONAL ELECTRIC CODE
PCs
- PERSONAL COMMUNICATION SYSTEM
•
CADWELD
PH
- PHASE
PNL
- PANEL
®
GROUND ROD WITH INSPECTION WELL
PLANS PREPARED FOR:
►►erizonl/
4700 EXCHANGE COURT, SUITE 100
BOCA RATON, FL 33431
(561) 995-5539
PROJECT INFORMATION:
VZW SITE #: 237546
VZW SITE NAME:
ADAMS RANCH
21715 ORANGE AVENUE
FORT PIERCE, FL 34945
(ST, LUCIE COUNTY)
PLANS PREPARED BY:
TOWER ENGINEERING PROFESSIONALS
326 TRYON ROAD
AllRALEIGH, NC 27603-3530
All OFFICE: (919) 661-6351
www.tepgroup.net
;`; FL COA # 31011
\\
DIGITAL SEAL:
THIS DOCUMENT HAS BEEN DIGITALLY SIGNED
AND SEALED BY JEREMY K. WOOSTER USING A
DIGITAL SIGNATURE AND DATE. PRINTED COPIES
OF THIS DOCUMENT ARE NOT CONSIDERED
SIGNED AND SEALED AND THE SIGNATURE MUST
BE VERIFIED ON ANY ELECTRONIC COPIES.
mnuw,sq Dig"lly signed by Jeremy K Wooster
= DN: cn=Jeremy K Wooeter, c S,
A01laated,
u=A0142]E0000016981 D684C300002ABF.
g4� mail=jkw 08.304:40:1 p net
Date: 2021.08.3014:40:1]-04'00'
SEAL:
o.86923 =
'Q STATE OF
ICI
�ioc� OR10P
NA"4���
ust 30, 2021
1
08-30-21
CONSTRUCTION
0
08-19-21
PRELIMINARY
REV
DATE
ISSUED FOR:
DRAWN BY: JGC ICHECKED BY: J11J
SHEET TITLE:
ELECTRICAL
NOTES
SHEET NUMBER:
REVISION:
1
E-1
TEP#: 1 5290G.485390
NOTES:
1. ALL CONDUCTORS ARE TYPE THWN (75°C)
COPPER.
2. MAXIMUM LENGTH OF RUN FOR RECTIFIER
CIRCUITS IS 50-FT.
3. THE RECTIFIER QUANTITY AND LOADING
SHOWN ARE BASED ON CALCULATIONS
PROVIDED BY VERIZON DATED AUGUST 11,
2021. CHANGES TO THE DC LOADING MAY
REQUIRE UPDATES TO THE AC POWER
DESIGN OR OTHER EQUIPMENT CHANGES.
4. RECTIFIER LOADS ARE CONSIDERED TO BE
NON -CONTINUOUS.
5. IF ADDITIONAL FUTURE LOADS ARE ADDED
WHICH CAUSE TOTAL DEMAND TO EXCEED
GENERATOR BREAKER SIZE, BACKUP POWER
SYSTEM SHALL BE EVALUATED AND
UPGRADED AS NECESSARY.
6. HVAC BREAKER LOADS SHOWN INCLUDE A
50% DIVERSITY FACTOR BASED ON COOLING
DEMAND ON OTHR3000 CALCULATOR.
POWER PANEL SCHEDULE
SCALE: N.T.S.
PROPOSED BREAKER/LOAD SHOWN IN BOLD
PANEL SCHEDULE - 200A MCB 120/240V
LOAD SERVED
VOLT AMPERES
(WATTS)
TRIP
CKT
#
PHASE
CKT
#
TRIP
I VOLT AMPERES
(WATTS)
LOAD SERVED
L1
L2
L1
L2
UNKNOWN****
1920
20A
1
n
r1
n
r1
r1
r1
A
�11
r1
2
50A
1132*
HVAC #1
UNKNOWN****
1920
20A
3
B
4
1132*
RECEPTACLE
180
20A
5
A
g
6
30A
858*
RECTIFIER #4
CDMA
-
***60A
8
858
-
A
10
30A
858*
RECTIFIER #5
INT/EXT LIGHTS
720
20A
113r,�
B
12
858*
TOWER LIGHTS
720
30A
14
30A
858*
RECTIFIER #6
HVAC #2
1132*
50A
15
rB
16
858*
1132*
17
A
18
30A
858*
RECTIFIER #7
GEN BATTERY CHARGER
AND BLOCK HEATER
1350**
20A
19
B
20
858•
1350**
21
A
22
***40A
-
ARGUS #1
RECTIFIER 1
1920
20A
23
B
24
-
RECTIFIER 2
1920
20A
25
A
26
***40A
-
ARGUS #2
RECTIFIER 3
1920
20A
27
g
28
-
RECTIFIER #1
858*
30A
29
A
B
30
*** 40A
ARGUS 3
#
858*
31
32
-
RECTIFIER 2
#
858*
30A
33
A
B
34
30A
8580
RECTIFIER 8
#
858*
35
36
858*
RECTIFIER #3
858•
30A
37
39
A
38
30A
858*
RECTIFIER #9
858*
B
40
858*
-
-
41
A
42
-
-
-
VOLT AMPS
9796
1 11536
6280
9280
1 VOLT AMPS
L1 VOLT AMPERES 16076 1 17816 L2 VOLT AMPERES
17816 MAX L1/L2 VOLT AMPERES
148.47 MAX AMPS
185.58 MAX AMPS x125%
*LOADING IS BASED ON OTHR300 CALCULATOR
**GENERATOR BATTERY CHARGER LOAD IS 0 VA DURING GENERATOR OPERATION
***BREAKERS IN OFF POSITION
****BREAKERS NOT LABELED IN CIRCUIT DIRECTORY
*****BREAKER TO BE REMOVED
PLANS PREPARED FOR:
verizonv'
4700 EXCHANGE COURT, SUITE 100
BOCA RATON, FL 33431
(561) 995-5539
PROJECT INFORMATION:
VZW SITE #: 237546
VZW SITE NAME:
ADAMS RANCH
21715 ORANGE AVENUE
FORT PIERCE, FL 34945
(ST, LUCIE COUNTY)
PLANS PREPARED BY:
TOWER ENGINEERING PROFESSIONALS
At 326 TRYON ROAD
RALEIGH, NC 27603-3530
Avg OFFICE: (919) 661-6351
ll www.tepgroup.net
FL COA # 31011
1NON
NOR
DIGITAL SEAL:
THIS DOCUMENT HAS BEEN DIGITALLY SIGNED
AND SEALED BY JEREMY K. WOOSTER USING A
DIGITAL SIGNATURE AND DATE, PRINTED COPIES
OF THIS DOCUMENT ARE NOT CONSIDERED
SIGNED AND SEALED AND THE SIGNATURE MUST
BE VERIFIED ON ANY ELECTRONIC COPIES.
000men
Dlgli,lly blend by Jeremy K WbO ,
DN, c Jeremy K Wooeter, c S,
_ .= 0inratea.
o0`aQu=A01J2]E0000016981 D68aC300002A8F.
mail 2021 83014402 p net
Dale' 2021 08 30 10'60'2]-04'00'
SEAL:
No.86923
STATE OF
4
\;
ORID�'
/rs"NAL
///lIffllgust30, 2021
1
08-30-21
CONSTRUCTION
0
08- 1 9-2 1
PRELIMINARY
REV
DATE
ISSUED FOR:
DRAWN BY: JGC I CHECKED BY: J11J
SHEET TITLE:
POWER PANEL
SCHEDULE
SHEET NUMBER:
REVISION:
E-2
1
TEP#: 1 5290G.485390
NOTES:
1. FOR COMPLETE INTERNAL WIRING AND ARRANGEMENT, REFER TO
VENDOR PRINTS PROVIDED BY EQUIPMENT MANUFACTURER.
2. WHEN UTILITY COMPANY REQUIRES A SERVICE DISCONNECT OTHER
THAN THE MAIN BREAKER IN POWER PANEL OF THE UTILITY
CABINET, REMOVE BONDING JUMPER IN EQUIPMENT CABINETS AND
BOND SERVICE DISCONNECT PER NEC REQUIREMENTS.
3. CONTRACTOR SHALL REVIEW AND COMPLY WITH MANUFACTURERS
EQUIPMENT DRAWINGS FOR ADDITIONAL REQUIREMENTS THAT MAY
NOT BE SHOWN.
4. CONTRACTOR SHALL OBTAIN THE MAXIMUM AVAILABLE FAULT
CURRENT AT THE UTILITY SERVICE POINT FROM THE ELECTRIC
COMPANY IN WRITING PRIOR TO ORDERING MATERIALS AND
ENSURE THE EQUIPMENT WILL HAVE HIGHER RATING WITH A MIN
EXISTING 200A
VALUE OF 10,000A.
SERVICE DISCONNECT
5. THE GROUNDED SERVICE CONDUCTOR SHALL BE GROUNDED AT
THE SERVICE DISCONNECT ONLY.
EXISTING CONDUIT
AND CONDUCTORS
6. DO NOT BOND THE NEUTRAL TO GROUND AT THE GENERATOR.
(TYP)
7. SIGNAGE MUST BE DISPLAYED ON DISCONNECT "OPENING THE
EQUIPMENT DISCONNECT WILL CAUSE THE EMERGENCY GENERATOR
TO START. TO REMOVE POWER ENTIRELY FROM EQUIPMENT, THE
EXISTING
GENERATOR MUST BE TURNED OFF USING THE GENERATOR STOP
MTS
SWITCH."
8. THE RECTIFIER QUANTITY AND LOADING SHOWN ARE BASED ON
CALCULATIONS PROVIDED BY VERIZON DATED AUGUST 11, 2021.
EXISTING
CHANGES TO THE DC LOADING MAY REQUIRE UPDATES TO THE
GEN PLUG
AC POWER DESIGN OR OTHER EQUIPMENT CHANGES.
EXISTING
ONE -LINE DIAGRAM NOTES:
ATS
1. ELECTRICAL SERVICE SHALL BE 200A, 240/12OV, 10, 3W.
2. COMPLY WITH MANUFACTURER SPECIFICATIONS REGARDING WIRING
REQUIREMENTS.
3. CONDUCTOR SIZES BASED ON TYPICAL CONFIGURATIONS.
CONTRACTOR WILL VERIFY WITH MANUFACTURER SPECIFICATIONS
BEFORE ORDERING OR INSTALLING PARTS.
EXISTING 200A MAIN
4. WIRE COUNT IS BASED ON EQUIPMENT SPECIFICATIONS PROVIDED
PANEL. SEE SHEET
BY VERIZON WIRELESS.
E-2 FOR SCHEDULE.-
5. NEUTRAL CONDUCTORS TO THE RECTIFIERS WERE LEFT OFF AT
THE ADVICE OF VERIZON WIRELESS EQUIPMENT ENGINEER.
CONTRACTOR TO VERIFY WIRING REQUIREMENTS WITH RECTIFIER
MANUFACTURER SPECIFICATIONS.
6. EXISTING GROUNDING ELECTRODE CONDUCTOR & MAIN BONDING
JUMPER. CONTRACTOR TO VERIFY EXISTENCE AND LOCATION.
7. CONDUCTOR SIZED BASED ON A MAXIMUM GENERATOR BREAKER
RATING OF 200A.
TO UTILITY
TRANSFORMER
M) UTILITY METER
200A 120/240VAC
200A MAIN
PANEL
ELECTRICAL ONE -LINE DIAGRAM
SCALE: N.T.S.
EXISTING 500 GALLON LP TANK
EXISTING LP LINE TO REMAIN
EXISTING 50KW, 120/240V LP
200A GENERATOR WITH 2O0A MAIN
50KW BREAKER. GENERATION IS IN A
GEN NEMA 3R ENCLOSURE. SUPPLIED
WITH 150OW, 120V BLOCK HEATER.
NOTE: THE GENERATOR USED IN
CONJUNCTION WITH A 2-POLE
ILC WITH A SOLID NEUTRAL IS
NOT A SEPARATELY DERIVED
SYSTEM, AS SUCH, DO NOT
BOND THE NEUTRAL TO
GROUND AT THE GENERATOR.
PROPOSED GE
INFINITY DC
POWER PLANT
PROPOSED (4)-1J�" CONDUITS,
EACH WITH (6)-#10 AWG AND
(1)-#10 GND FOR RECTIFIERS
IN PROPOSED DC PLANT
PROPOSED (1)-1J4- CONDUIT WITH
(3)-#10 AWG AND (1)-#10 GND
FOR RECTIFIERS IN PROPOSED DC
PLANT
EXISTING CONDUIT FOR GEN
CONTROLS & ALARMS
EXISTING CONDUIT FOR GEN.
HEATER & BATT. CHARGER
PLANS PREPARED FOR:
verizoW
4700 EXCHANGE COURT, SUITE 100
BOCA RATON, FL 33431
(561) 995-5539
PROJECT INFORMATION:
VZW SITE #: 237546
VZW SITE NAME:
ADAMS RANCH
21715 ORANGE AVENUE
FORT PIERCE, FL 34945
(ST, LUCIE COUNTY)
PLANS PREPARED BY:
TOWER ENGINEERING PROFESSIONALS
��� 326 TRYON ROAD
AlALEIGH, NC 27603-3530
OFFICE: (919) 661-6351
www.tepgroup.net
FLCOA#31011
DIGITAL SEAL:
THIS DOCUMENT HAS BEEN DIGITALLY SIGNED
AND SEALED BY JEREMY K. WOOSTER USING A
DIGITAL SIGNATURE AND DATE. PRINTED COPIES
OF THIS DOCUMENT ARE NOT CONSIDERED
SIGNED AND SEALED AND THE SIGNATURE MUST
BE VERIFIED ON ANY ELECTRONIC COPIES.
nineu,. Digitally signed by Jeremy K Wooster
DN: -Jeremy K Wooster,
ownareratea.
9, ou-A0162]E00000169810fi86D300002A6F,
email2021.ster@t44039-oet
oe�e: zazl.aaao 1a:ao:ae-aa•oo•
SEAL:
�r
e```�`
o.86923
"a STATE OF
®'cis 0RI'D
�NA jj1��gus\t3o, 2021
1
08-30-21
CONSTRUCTION
O
08-19-21
PRELIMINARY
REV
DATE
ISSUED FOR:
DRAWN BY: JGC I CHECKED BY: JHJ
SHEET TITLE:
ONE -LINE
DIAGRAM
SHEET NUMBER:
REVISION:
E-3
TEP#: 15290G.485390
LABEL LIST:
O1 (5)—PROPOSED 1Yz" CONDUIT FROM MAIN PANEL
TO PROPOSED GE INFINITY DC POWER PLANT
NOTES:
1. POWER AND TELCO CONDUITS RECEIVING CONDUCTORS
BY OTHERS TO HAVE PULL ROPES.
2. ALL TELCO CONDUITS ARE TO BE STUBBED IN D—MARC
LOCATION.
3. ALL POWER CONDUITS ARE TO BE TERMINATED AT THE
METER CENTER.
4. THE CONTRACTOR SHALL LOCATE ALL EXISTING
UTILITIES PRIOR TO TRENCHING. ANY DAMAGE CAUSED
TO THE EXISTING UTILITIES SHALL BE REPAIRED AT THE
CONTRACTOR'S EXPENSE.
5. ALL CONDUITS SHALL BE INSTALLED PRIOR TO FINISH
GRADING, GEOFABRIC, AND STONE INSTALLATION.
6. CONTRACTOR SHALL INSTALL SWEEPS AT ALL CONDUIT
DIRECTION CHANGES UNLESS NOTED OTHERWISE.
7. RUN CONDUITS FROM PPC TO GENERATOR
UNDERGROUND AND STUB UP CONDUITS MINIMUM 6"
HIGH INSIDE GENERATOR BASE AND TERMINATE WITH
MALE ADAPTER AND THREADED BUSHING.
POWER ROUTING PLAN
SCALE: Y4" = 1'—O"
PROPOSED
GE INFINITY
DC POWER
PLANT —
1
---1 1
1 111
1111
11111
11111
11111
11111
11111
11111
11111
11111
11111
11111
11111
11111
11111
❑❑❑
11111
11111
11111
11111
11111
11111
11111
11111
11111
11111
11111
11111
11111
11111
11111
11111
0 4 8
SCALE IN FEET
PLANS PREPARED FOR:
verizonv'
4700 EXCHANGE COURT, SUITE 100
BOCA RATON, FL 33431
(561) 995-5539
PROJECT INFORMATION:
VZW SITE #: 237546
VZW SITE NAME:
ADAMS RANCH
21715 ORANGE AVENUE
FORT PIERCE, FL 34945
(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 # 31011
DIGITAL SEAL:
THIS DOCUMENT HAS BEEN DIGITALLY SIGNED
AND SEALED BY JEREMY K. WOOSTER USING A
DIGITAL SIGNATURE AND DATE. PRINTED COPIES
OF THIS DOCUMENT ARE NOT CONSIDERED
SIGNED AND SEALED AND THE SIGNATURE MUST
BE VERIFIED ON ANY ELECTRONIC COPIES.
Digitally signed by Jeremy K Wooster
DN, —Jeremy K Wooster, r--US,
o=U,.11ialed
o,= 014-0000016981DWC300WMW,
mai Qa [epgroup.nel
Date'. 20220210833.3014'.4 9-04'00'
SEAL:
No.86923
"a STATE OF 1k'
4r
®'cis ORID�
GN����
use S/ONAL
/✓//
/1111 14 gust 30, 2021
1
08-30-21
CONSTRUCTION
0
08-19-21
PRELIMINARY
REV
DATE
ISSUED FOR:
DRAWN BY: JGC I CHECKED
SHEET TITLE:
POWER
ROUTING PLAN
SHEET NUMBER:
REVISION:
E-4
1
TEP#: 1 5290G.485390
NOTES:
1. DO NOT INSTALL COAX GROUND KIT AT A BEND.
2. CONTRACTOR TO WEATHERPROOF COAX GROUND.
UNIVERSAL c
BY HARGER
EQUIVALENT
GROUNDING DETAILS
SCALE: N.T.S.
ANTENNA HYBRID
OR COAX CABLE
#6 AWG STRANDED COPPER
GROUND WIRE (GROUNDED
TO GROUND BAR)
NOTE:
DRAWING SHOWN BELOW ---
SCHEMATIC PURPOSES 01
(1) GROUND BAR PER
SECTOR. SEE THIS
SHEET FOR DETAILS.
EACH SECTOR GROUND
BAR BONDED TO
MOUNT WITH #2 STC
AND APPROVED CLAMP
2—HOLE MECHANICAL
LUG CONNECTION (TYP)
EQUIPMENT, HYBRIDS,
AND COAX GROUNDED
TO SECTOR GROUND
BAR
ANTENNA & EQUIPMENT GROUNDING DETAIL
SCALE: N.T.S.
5/e — 11x1" H.H.C.S. BOLT,
#2 TINNED FROM SUPPORT j NEWTON INSTRUMENT CO.
POST TO ICE BRIDGE (TYP) I (CAT.# 3012-1)
I /
I /
I � /
I
/ I GROUND KIT (TYP)
I I I
I` 11 #6 INSULATED j TOWER
STRANDED /
GROUND KIT
II LEAD WIRE (TYP)
o
GROUND BAR WITH / LOCKWASHERNEWTO, ®
jj INSULATOR (TYP) (CAT.#N3015TR$U)MENT CO. ®®®o ®QQ o
j GROUND LEAD / et ® N
COPPER GROUND BAR Y4"x4"x2O" MIN.
CtT tl HOLEOCENTERSUTIONMATCCH NEMA DOUBLE
y Yz" OR 3/a" FLEXIBLE \
PVC (TYP) LUG CONFIGURATION.
/\ V/\ \\/\
4 1 EXISTING GROUND I LuJ I
I RING -- I I
1----------- I----- — — — — — — — ---------
ICE BRIDGE/HYBRID/COAX/GROUNDING BAR ELEVATION
SCALE: N.T.S.
NOTES:
1. GROUND BAR SHALL BE SIZED TO ACCOMMODATE ALL GROUNDING
CONNECTIONS REQUIRED AS WELL AS PROVIDE 50% SPARE CAPACITY.
2. ALL RACKS AND EQUIPMENT CABINETS ARE TO HAVE TWO GROUNDING
LEADS. ALL EQUIPMENT INSTALLED IN RACKS MUST HAVE A CHASSIS
GROUND ATTACHED TO A COMMON BUS BAR ON THE RACK. COMMON
BUS BAR MUST BE GROUNDED TO MAIN GROUND BAR,
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:
verizon%l
4700 EXCHANGE COURT, SUITE 100
BOCA RATON, FL 33431
(561) 995-5539
PROJECT INFORMATION:
VZW SITE #: 237546
VZW SITE NAME:
ADAMS RANCH
21715 ORANGE AVENUE
FORT PIERCE, FL 34945
(ST. LUCIE COUNTY)
PLANS PREPARED BY:
I TOWER ENGINEERING PROFESSIONALS
Al 326 TRYON ROAD
X RALEIGH, NC 27603-3530
OFFICE: (919) 661-6351
1�1 www.tepgroup.net
FLCOA#31011
;\
DIGITAL SEAL:
THIS DOCUMENT HAS BEEN DIGITALLY SIGNED
AND SEALED BY JEREMY K. WOOSTER USING A
DIGITAL SIGNATURE AND DATE. PRINTED COPIES
OF THIS DOCUMENT ARE NOT CONSIDERED
SIGNED AND SEALED AND THE SIGNATURE MUST
BE VERIFIED ON ANY ELECTRONIC COPIES.
Digitally s,gn,d by Jeremy K Wooster
aT DN: cn4eremy K Wooster, c=US,
e - o=u—lietea,
— ou=A01421E0000018981DBg4D3gOg02AeF,
�o email W21.08.3014y0:59.0et
e Date: 2021.08.3014:40:59 �04'00'
SEAL: W ri/�fff
No.86923
"a STATE OF
441
ORIDP
S
NA
yus\t 30, 2021
1
08-30-21
CONSTRUCTION
0
08-19-21
PRELIMINARY
REV
DATE
ISSUED FOR:
DRAWN BY: JGC I CHECKED BY: J11J
SHEET TITLE:
GROUNDING
DETAILS
SHEET NUMBER:
REVISION:
G-1
TEP#: 1 5290G.485390