HomeMy WebLinkAboutConstruction DrawingsSUBMITTALS
DRAWN BY:
APPV'D BY:
CONSTRUCTION 0
ISSUED BY
SHEET NUMBER
SHEET TITLE
THE INFORMATION CONTAINED IN THESE
DOCUMENTS IS PROPRIETARY BY NATURE.
REPRODUCTION OR CAUSING TO BE REPRODUCED
THE WHOLE OR ANY PART OF THESE DRAWINGS
WITHOUT THE PERMISSION OF MASTEC NETWORK
SOLUTIONS IS PROHIBITED.
CHECKED BY:
MNS PROJECT NO:
DATE DESCRIPTION REV
CLS
JFS
22518-AEC
PREPARED FOR:
PREPARED BY:
507 AIRPORT BLVD, SUITE 111
MORRISVILLE, NC 27560
SITE NAME:
SITE ADDRESS:
FA LOCATION:
4/27/2020
6080 PETERSON ROAD
FORT PIERCE, FL 34947
PETERSON (FP50)
10152803
RM
FLORIDA NO. 82846
RAPHAEL MOHAMED, P.E.
3200 LAKE EMMA ROAD
LAKE MARY, FL 32746
PRINTED COPIES OF THIS DOCUMENT ARE NOT
CONSIDERED SIGNED AND SEALED AND ALL SIGNATURES
MUST BE VERIFIED ON ANY ELECTRONIC COPIES.
THIS ITEM HAS BEEN ELECTRONICALLY SIGNED AND
SEALED BY RAPHAEL MOHAMED, P.E. USING A DIGITAL
SIGNATURE.
7/6/2020
RM
5/5/2020 RM
5/22/2020 RM
7/6/2020 RM
T-1
TITLE SHEET
VICINITY MAP LOCAL MAP
PROJECT DIRECTORY
APPLICANT:
AT&T MOBILITY CORP.
3200 LAKE EMMA ROAD
LAKE MARY, FL 32746
TOWER OWNER:
SITE DESIGN:
SITE
SITE
7/6/2020
SHEET DESCRIPTION
SHEET INDEX
REV.
0
0
0
0
0
TITLE SHEET
SITE PLAN
TOWER ELEVATION & ANTENNA LAYOUTS
EQUIPMENT DETAILS
T-1
C-1
C-2
C-3
REV. DATE
LTE
4TX4RX/3C/4C/5C(FIRSTNET)
/5G NR 1DR-1
CONSTRUCTION DRAWINGS
MASTEC NETWORK SOLUTIONS
507 AIRPORT BLVD, SUITE 111
MORRISVILLE, NC 27560
CONTACT: RAPHAEL MOHAMED
PHONE: (919) 674-5895
7/6/2020
7/6/2020
7/6/2020
7/6/2020
AMERICAN TOWER CORPORATION
10 PRESIDENTIAL WAY
WOBURN, MA 01801
0 7/6/2020
ANTENNA R.C. HEIGHT:125'±
STRUCTURE TYPE:SELF SUPPORT
STRUCTURE HEIGHT:220'±
OCCUPANCY TYPE:TELECOMMUNICATIONS
STRUCTURE LAT:N 27.4408194°
STRUCTURE LONG:W -80.3867444°
JURISDICTION:SAINT LUCIE COUNTY
COUNTY:SAINT LUCIE
PARCEL ID:231241200000009DATECONTRACTOR
DATEOPERATIONS
DATENETWORK
DATEZONING
DATESITE ACQUISITION
DATECONSTRUCTION
DATERF ENGINEER
DATEPROPERTY OWNER
APPROVALS
1.THESE PLANS WERE COMPLETED PER PRELIMINARY/APPROVED LTE
4TX4RX/3C/4C/5C(FIRSTNET)/5G NR 1DR-1 RFDS ID#: 3531450 V:1.00 DATED
04/09/2020. CONTRACTOR SHALL REQUEST CURRENT RFDS & WORKBOOK
FROM CONSTRUCTION MANAGER PRIOR TO CONSTRUCTION.
2.THESE PLANS WERE COMPLETED PER MASTEC NETWORK SOLUTIONS
MOUNT STRUCTURAL ANALYSIS, COMPLETED ON 05/14/2020.
PROJECT REFERENCES
1.CONTRACTOR SHALL VERIFY ALL PLANS AND EXISTING DIMENSIONS AND
CONDITIONS ON THE JOB SITE AND SHALL IMMEDIATELY NOTIFY THE
ENGINEER IN WRITING OF ANY DISCREPANCIES BEFORE PROCEEDING WITH
THE WORK OR BE RESPONSIBLE FOR SAME.
2.CONTRACTOR SHALL NOTIFY OWNER FOR ACCESS TO SITE.
3.THIS PROJECT CONSISTS OF:
REMOVING (9) 80010765 ANTENNAS, (3) RRUS-11 B12, (3) RRUS-32 B2, (3)
RRUS-11 B2, (3) DC6, (3) FIBER TRUNKS. ADDING (9) 800372965 ANTENNAS, (3)
RRUS 4415 B30, (3) RRUS 4449 B5/B12, (3) RRUS 4478 B14, (3) RRUS 8843
B2/B66A, (3) RAYCAP DC9, (3) DC POWER CABLE, (3) FIBER CABLE, AND ALL
ASSOCIATED WORK.
CONSTRUCTION NOTES
CARRIER ADDSCOPE TYPE:
SITE SUMMARY
1.THIS IS AN UNMANNED FACILITY AND WILL BE USED FOR THE TRANSMISSION
OF THE RADIO SIGNALS FOR THE PURPOSE OF PROVIDING PUBLIC
CELLULAR SERVICE,
2.AT&T CERTIFIES THAT THIS EQUIPMENT FACILITY WILL BE SERVICED ONLY
BY AT&T EMPLOYEES AND SUBCONTRACTORS AND THE WORK ASSOCIATED
WITH ANY EQUIPMENT CANNOT BE PERFORMED BY HANDICAPPED PERSONS.
THIS FACILITY WILL BE FREQUENTED ONLY BY SERVICE PERSONNEL FOR
REPAIR PURPOSES ONLY.
3.NO POTABLE WATER SUPPLY IS TO BE PROVIDED AT THIS LOCATION.
4.NO WASTE WATER WILL BE GENERATED AT THIS LOCATION.
5.NO SOLID WASTE WILL BE GENERATED AT THIS LOCATION.
PROJECT 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:
CODE COMPLIANCE
RF-1 RF EQUIPMENT SCHEDULE
GN-1 GENERAL NOTES THIS PROJECT HAS BEEN PERFORMED IN ACCORDANCE WITH THE 2017 FLORIDA BUILDING CODE, 6TH EDITION BASED UPON AN
ULTIMATE 3-SECOND GUST WIND SPEED OF 157 MPH. EXPOSURE CATEGORY C WITH A MAXIMUM TOPOGRAPHIC FACTOR, KTZ, OF 1
AND RISK CATEGORY II HAVE BEEN USED FOR THIS PROJECT.
·2017 FLORIDA BUILDING CODE 6TH EDITION
·ANSI/EIA/TIA-222--G (ALLOWED PER EXEMPTION #5 OF 1609.1.1) ASCE 7-10
·2014 NATIONAL ELECTRICAL CODE
·FLORIDA FIRE PREVENTION CODE 5TH EDITION
·CONTRACTOR TO CONFIRM THAT THE SITE IS COMPLIANT WITH RF WARNING SIGNAGE & EMERGENCY SIGNAGE AS
REQUIRED BY THE FEDERAL GUIDELINES CONTAINED WITH OET 65 BULLETIN & AS PER AT&T GUIDELINES07/6/2020G-1 GROUNDING DETAILS
0EQUIPMENT DETAILSC-4 7/6/2020
MOUNT SHEETS ATTACHED
SITE NAME:
FA #:
SITE ADDRESS:
6080 PETERSON ROAD
FORT PIERCE, FL 34947
(SAINT LUCIE COUNTY)
10152803
PETERSON
PACE #:
MRTFL002355
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX X X X X X X X X X X X X X X X X X X X X X X X X X X X
XDCDCDCFFFSUBMITTALS
DRAWN BY:
APPV'D BY:
CONSTRUCTION 0
ISSUED BY
SHEET NUMBER
SHEET TITLE
THE INFORMATION CONTAINED IN THESE
DOCUMENTS IS PROPRIETARY BY NATURE.
REPRODUCTION OR CAUSING TO BE REPRODUCED
THE WHOLE OR ANY PART OF THESE DRAWINGS
WITHOUT THE PERMISSION OF MASTEC NETWORK
SOLUTIONS IS PROHIBITED.
CHECKED BY:
MNS PROJECT NO:
DATE DESCRIPTION REV
CLS
JFS
22518-AEC
PREPARED FOR:
PREPARED BY:
507 AIRPORT BLVD, SUITE 111
MORRISVILLE, NC 27560
SITE NAME:
SITE ADDRESS:
FA LOCATION:
4/27/2020
6080 PETERSON ROAD
FORT PIERCE, FL 34947
PETERSON (FP50)
10152803
RM
FLORIDA NO. 82846
RAPHAEL MOHAMED, P.E.
3200 LAKE EMMA ROAD
LAKE MARY, FL 32746
PRINTED COPIES OF THIS DOCUMENT ARE NOT
CONSIDERED SIGNED AND SEALED AND ALL SIGNATURES
MUST BE VERIFIED ON ANY ELECTRONIC COPIES.
THIS ITEM HAS BEEN ELECTRONICALLY SIGNED AND
SEALED BY RAPHAEL MOHAMED, P.E. USING A DIGITAL
SIGNATURE.
7/6/2020
RM
5/5/2020 RM
5/22/2020 RM
7/6/2020 RM
C-1
SITE PLAN
THE CONTRACTOR MUST FIELD VERIFY
ALL MEASUREMENTS AND FIELD
CONDITIONS PRIOR TO THE
COMMENCEMENT OF CONSTRUCTION.
NOTES:
·CONTRACTOR TO FILL ANY EXISTING
GRAVEL AREAS THAT ARE DISTURBED
DURING THE COURSE OF
CONSTRUCTION, GRAVEL TO MATCH
EXISTING.
·THE CONTRACTOR TO ENSURE THAT
NO DAMAGE OR DEBRIS OCCURS ON
THE ADJACENT PROPERTIES.
·THE CONTRACTOR SHALL SEED ALL
DISTURBED AREAS WITH LOW
MAINTENANCE NATIVE GRASS AND
COVER WITH APPROVED STRAW.
·CONTRACTOR SHALL PROVIDE ALL
REQUIRED EROSION CONTROL
TECHNIQUES AND BEST
MANAGEMENT PRACTICES PER LOCAL
AND AND STATE REQUIREMENTS AS
APPLICABLE.
·NORTH ARROW SHOWN ON PLANS
REFERS TO TRUE NORTH.
CONTRACTOR SHALL VERIFY NORTH
AND INFORM ARCHITECT/ENGINEER
OF ANY DISCREPANCY BEFORE
STARTING CONSTRUCTION.
CONTRACTOR IS RESPONSIBLE FOR
MODIFYING THE RAYCAP INSTALLED ON
THE TOWER TO ACCOMMODATE THE
QUANTITY OF RRU'S.
24"x36" SCALE: 1"=4'-0"
11"x17" SCALE: 1/8" = 1'-0"
EXISTING SITE PLAN
R
CALL FLORIDA 811
ONE CALL - DIAL 811
CALL 3 WORKING DAYS
BEFORE YOU DIG
1-800-638-4097
0
3/32" = 1'-0"
4'8'16'
EXISTING
EQUIPMENT
SHELTER
(OTHER CARRIER)
EXISTING
EQUIPMENT PAD
(OTHER CARRIER)
EXISTING AT&T
(11'-5"X20'-0")
EQUIPMENT
SHELTER
EXISTING
SELF SUPPORT
TOWER
EXISTING
CHAIN LINK
FENCE
EXISTING
ICE BRIDGE
(TYP.)
EXISTING UTILITY POLE
W/METEREXISTING
GENERATOR
PAD
EXISTING
PROPANE
TANK
PROPOSED (3) DC POWER TRUNKS
FROM THE RAYCAP ON GROUND
TO RAYCAP ON TOWER - ~ 170'-0"
PROPOSED (3) FIBER TRUNK FROM
LTE CABINET TO RAYCAP ON
TOWER - ~ 170'-0"
EXISTING TELCO
PEDESTAL
69'-1"±59'-9"±69'-1"±45'-11"±10'-0"±DOUBLE SWINGGATE3'-10"±12'-5"±
TOP OF TOWER
250'-0"±
AT&T ANTENNAS
125'-0"±
OTHER CARRIER
140'-0"±
D C B A
D AA
SUBMITTALS
DRAWN BY:
APPV'D BY:
CONSTRUCTION 0
ISSUED BY
SHEET NUMBER
SHEET TITLE
THE INFORMATION CONTAINED IN THESE
DOCUMENTS IS PROPRIETARY BY NATURE.
REPRODUCTION OR CAUSING TO BE REPRODUCED
THE WHOLE OR ANY PART OF THESE DRAWINGS
WITHOUT THE PERMISSION OF MASTEC NETWORK
SOLUTIONS IS PROHIBITED.
CHECKED BY:
MNS PROJECT NO:
DATE DESCRIPTION REV
CLS
JFS
22518-AEC
PREPARED FOR:
PREPARED BY:
507 AIRPORT BLVD, SUITE 111
MORRISVILLE, NC 27560
SITE NAME:
SITE ADDRESS:
FA LOCATION:
4/27/2020
6080 PETERSON ROAD
FORT PIERCE, FL 34947
PETERSON (FP50)
10152803
RM
FLORIDA NO. 82846
RAPHAEL MOHAMED, P.E.
3200 LAKE EMMA ROAD
LAKE MARY, FL 32746
PRINTED COPIES OF THIS DOCUMENT ARE NOT
CONSIDERED SIGNED AND SEALED AND ALL SIGNATURES
MUST BE VERIFIED ON ANY ELECTRONIC COPIES.
THIS ITEM HAS BEEN ELECTRONICALLY SIGNED AND
SEALED BY RAPHAEL MOHAMED, P.E. USING A DIGITAL
SIGNATURE.
7/6/2020
RM
5/5/2020 RM
5/22/2020 RM
7/6/2020 RM
C-2
TOWER ELEVATION &
ANTENNA LAYOUTS
THE CONTRACTOR MUST FIELD
VERIFY ALL MEASUREMENTS AND
FIELD CONDITIONS PRIOR TO THE
COMMENCEMENT OF
CONSTRUCTION.
THE CONTRACTOR IS RESPONSIBLE
FOR MODIFYING THE RAYCAP
INSTALLED ON THE TOWER TO
ACCOMMODATE THE QUANTITY OF
RRU'S.
NOTES:
1.A STRUCTURAL ANALYSIS
SHALL BE PERFORMED BY THE
OWNER'S AGENT TO CERTIFY
THAT THE
EXISTING/PROPOSED
COMMUNICATION STRUCTURE
AND COMPONENTS ARE
STRUCTURALLY ADEQUATE TO
SUPPORT ALL EXISTING AND
PROPOSED ANTENNAS,
COAXIAL CABLES, AND OTHER
APPURTENANCES. THE
OWNER'S AGENT SHALL
FURNISH A CERTIFICATION
LETTER SEALED BY A
REGISTERED PROFESSIONAL
ENGINEER STATING THAT THIS
STRUCTURAL ANALYSIS WAS
PREPARED IN ACCORDANCE
WITH ALL APPLICABLE CODES
AND STANDARDS.
2.ALL ANTENNAS, CABLES, AND
MOUNTS SHALL BE INSTALLED
IN ACCORDANCE WITH THE
STRUCTURAL ANALYSIS
REPORT.
3.IF ANY WORK IS PERFORMED
AT THIS SITE THAT REQUIRES
THE SITE TO BE OFF AIR OR
TURNED DOWN, THE SWITCH IS
TO BE NOTIFIED 48 HOURS
PRIOR TO CONSTRUCTION VIA
NCR/CTS.
4.INSTALLATION SHALL BE
CONDUCTED BY FIELD CREWS
EXPERIENCED IN THE
ASSEMBLY AND ERECTION OF
RADIO ANTENNAS,
TRANSMISSION LINES, AND
SUPPORT STRUCTURES.
ANTENNA WORK TO BE
INSTALLED PER THE
REQUIREMENTS OF THE
TOWER MANUFACTURER'S
SPECIFICATION.
5.ANTENNA AND MOUNT DESIGN
MUST COMPLY WITH
TIA-EIA-222-G AND ALL LOCAL
CODES.
6.CONTRACTOR TO PROVIDE
THE PROPER COAX AND
JUMPER SUPPORT
ATTACHMENTS TO THE TOWER
AND ANTENNA MOUNT.
7.REFER TO CURRENT RFDS FOR
ADDITIONAL INFO
8.ADJUST ANTENNA MOUNTS AS
REQUIRED TO ACHIEVE THE
AZIMUTH SPECIFIED AND LIMIT
RF SHADOWING
9.UNLESS NOTED OTHERWISE
THE CONTRACTOR MUST
PROVIDE ALL MATERIAL
NECESSARY.
10.CONTRACTOR TO RETURN ALL
EXISTING ANTENNAS BEING
REMOVED TO AT&T.
·ALL RRU MOUNTING BRACKETS TO BE
SUPPLIED BY AT&T
·SEE SHEET C-3 FOR RRU MOUNTING
BRACKET DETAILS
·MAINTAIN 3'-0" MIN. SEPARATION
BETWEEN FIRSTNET AND LTE 700
ANTENNAS
·INSTALLER TO FIELD VERIFY
ANTENNA SEPARATION.
·INSTALLER MAY NEED TO SHIFT
ANTENNA MOUNTS AS NEEDED TO
OBTAIN REQUIRED MINIMUM
SEPARATION BETWEEN ANTENNAS.
EXISTING/PROPOSED
AT&T ANTENNAS
(TYP. 3 SECTORS)
EXISTING ANTENNA
(OTHER CARRIER-TYP.)
EXISTING AT&T
EQUIPMENT
24"x36" SCALE: 1"=15'-0"
11"x17" SCALE: 1" = 30'-0"
TOWER ELEVATION
24"x36" SCALE: 1"=2'-8"
11"x17" SCALE: 3/16" = 1'-0"
FINAL ANTENNA LAYOUT
24"x36" SCALE: 1"=2'-8"
11"x17" SCALE: 3/16" = 1'-0"
EXISTING ANTENNA LAYOUT
0
3/16" = 1'-0"
2'4'8'
0
3/16" = 1'-0"
2'4'8'
PROPOSED AT&T CABLES
ROUTED UP TOWER PER
STRUCTURAL ANALYSIS.
EXISTING ANTENNA - REMOVE
POSITION 1
(1 PER SECTOR, 3 TOTAL)
PROPOSED RAYCAP
DC9-48-60-24-8C
EXISTING SECTOR FRAME MOUNT - REMAIN
(1 PER SECTOR, 3 TOTAL)
EXISTING RRUS-11 B12 - REMOVE
EXSITING RRUS-32 B2 - REMOVE
POSITION 3
(1 PER SECTOR, 3 TOTAL)
EXISTING (2) RAYCAPS
DC9-48-60-24-8C - REMOVE
@ 350'-0"
EXISTING ANTENNA - REMOVE
POSITION 4
(1 PER SECTOR, 3 TOTAL)
EXISTING ANTENNA - REMOVE
POSITION 3
(1 PER SECTOR, 3 TOTAL)
EXISTING RRUS-11 B5
EXISTING RRUS-11 B2 - REMOVE
POSITION 4
(1 PER SECTOR, 3 TOTAL)
PROPOSED ANTENNA LTE 700/AWS / UMTS 850
POSITION 4
(1 PER SECTOR, 3 TOTAL)
PROPOSED RRUS 4449 B5/B12
PROPOSED RRUS 8843 B2/B66A
POSITION 3
(1 PER SECTOR, 3 TOTAL)
EXISTING SECTOR FRAME MOUNT
(1 PER SECTOR, 3 TOTAL)
@ 350'-0"
EXISTING RRUS-11 B5
PROPOSED RRUS 4478 B14
POSITION 4
(1 PER SECTOR, 3 TOTAL)
PROPOSED ANTENNA LTE 700/850/1900
POSITION 3
(1 PER SECTOR, 3 TOTAL)
PROPOSED ANTENNA LTE WCS
POSITION 1
(1 PER SECTOR, 3 TOTAL)
PROPOSED RRUS 4415 B30
POSITION 1
(1 PER SECTOR, 3 TOTAL)
3'-10"±6'-6
"±3'-4"±6'-0"±
3'
-
4
"
±7'-6"±PROPOSED MOUNT MODIFICATIONS
SEE M.A. REFERENCED ON T-1 SHEET
AND ATTACHED MOUNT SHEETS
(1 PER SECTOR, 3 TOTAL)
NOTE
REFER TO CURRENT RFDS FOR EQUIPMENT INFORMATION
PROPOSED (2) RAYCAP
DC9-48-60-24-8C
12
0
°
B
E
T
A
215°GAMMA350°ALPHA12
0
°
B
E
T
A
215°GAMMA350°ALPHA
AB C
NEW ANTENNA SPECIFICATIONS
ANTENNA MODEL LENGTH (A)WIDTH (B)DEPTH (C)WEIGHT
KATHREIN
800372965 78.7"14.8"6.9"66.1 LBS
MOUNTING
PIPE
DOWNTILT BRACKET
TOP & BOTTOM
5"R MIN ON
COAX
JUMPER
TAPE AND BRASS
TAG MARKINGS
SCALE: N.T.S.
NEW ANTENNA SPECIFICATIONS
NOTES:
DETAIL IS DIAGRAMMATIC. CONTRACTOR TO INSTALL RRU'S ON
RRU MOUNT BEST SUITED FOR ANTENNA CONFIGURATION.
NOTES:
DETAIL IS DIAGRAMMATIC. CONTRACTOR TO INSTALL RRU'S ON
RRU MOUNT BEST SUITED FOR ANTENNA CONFIGURATION.
RRU
ERICSSON RRU
SUPPORT KIT PART #
SXK1250461
1/SXK1091946 2
(OR APPROVED EQUAL)
RRU
EXISTING ANTENNA
MAST PIPE
ANTENNA
ERICSSON RRU SUPPORT
KIT PART # SXK1250461
1/SXK1091946 2
(OR APPROVED EQUAL)
EXISTING ANTENNA
MAST PIPE
ANTENNA
RRURRU
SCALE: N.T.S
RRU MOUNTING DETAIL ELEVATION VIEW
SCALE: N.T.S
RRU MOUNTING DETAIL PLAN VIEW
1.57"±12.38"30.82"NOTES:
RAYCAP VIA AT&T SUPPLIES THE DC9 OVER VOLTAGE
PROTECTOR AND PIPE MOUNTING BRACKETS.
SUBCONTRACTOR SHALL SUPPLY THE PIPE.
℄
RAYCAP DC9 OVER
VOLTAGE PROTECTOR
WITH DOME COVER
MIN. 2" TO MAX. 4"
GALVANIZED PIPE
RAYCAP SUPPLIED
POLE MOUNTING
BRACKETS
DOME
SECURING
BAND
CLIP FOR
ATTACHING DC9
(OVP) TO BASE
ASSEMBLY (TYP)
RAYCAP SUPPLIED
BASE ASSEMBLY
POWER CABLE
INGRESS PORTS
SCALE: N.T.S.
RAYCAP DC9-48-60-24-8C-EV ASSEMBLY
SUBMITTALS
DRAWN BY:
APPV'D BY:
CONSTRUCTION 0
ISSUED BY
SHEET NUMBER
SHEET TITLE
THE INFORMATION CONTAINED IN THESE
DOCUMENTS IS PROPRIETARY BY NATURE.
REPRODUCTION OR CAUSING TO BE REPRODUCED
THE WHOLE OR ANY PART OF THESE DRAWINGS
WITHOUT THE PERMISSION OF MASTEC NETWORK
SOLUTIONS IS PROHIBITED.
CHECKED BY:
MNS PROJECT NO:
DATE DESCRIPTION REV
CLS
JFS
22518-AEC
PREPARED FOR:
PREPARED BY:
507 AIRPORT BLVD, SUITE 111
MORRISVILLE, NC 27560
SITE NAME:
SITE ADDRESS:
FA LOCATION:
4/27/2020
6080 PETERSON ROAD
FORT PIERCE, FL 34947
PETERSON (FP50)
10152803
RM
FLORIDA NO. 82846
RAPHAEL MOHAMED, P.E.
3200 LAKE EMMA ROAD
LAKE MARY, FL 32746
PRINTED COPIES OF THIS DOCUMENT ARE NOT
CONSIDERED SIGNED AND SEALED AND ALL SIGNATURES
MUST BE VERIFIED ON ANY ELECTRONIC COPIES.
THIS ITEM HAS BEEN ELECTRONICALLY SIGNED AND
SEALED BY RAPHAEL MOHAMED, P.E. USING A DIGITAL
SIGNATURE.
7/6/2020
RM
5/5/2020 RM
5/22/2020 RM
7/6/2020 RM
C-3
EQUIPMENT DETAILS
SUBMITTALS
DRAWN BY:
APPV'D BY:
CONSTRUCTION 0
ISSUED BY
SHEET NUMBER
SHEET TITLE
THE INFORMATION CONTAINED IN THESE
DOCUMENTS IS PROPRIETARY BY NATURE.
REPRODUCTION OR CAUSING TO BE REPRODUCED
THE WHOLE OR ANY PART OF THESE DRAWINGS
WITHOUT THE PERMISSION OF MASTEC NETWORK
SOLUTIONS IS PROHIBITED.
CHECKED BY:
MNS PROJECT NO:
DATE DESCRIPTION REV
CLS
JFS
22518-AEC
PREPARED FOR:
PREPARED BY:
507 AIRPORT BLVD, SUITE 111
MORRISVILLE, NC 27560
SITE NAME:
SITE ADDRESS:
FA LOCATION:
4/27/2020
6080 PETERSON ROAD
FORT PIERCE, FL 34947
PETERSON (FP50)
10152803
RM
FLORIDA NO. 82846
RAPHAEL MOHAMED, P.E.
3200 LAKE EMMA ROAD
LAKE MARY, FL 32746
PRINTED COPIES OF THIS DOCUMENT ARE NOT
CONSIDERED SIGNED AND SEALED AND ALL SIGNATURES
MUST BE VERIFIED ON ANY ELECTRONIC COPIES.
THIS ITEM HAS BEEN ELECTRONICALLY SIGNED AND
SEALED BY RAPHAEL MOHAMED, P.E. USING A DIGITAL
SIGNATURE.
7/6/2020
RM
5/5/2020 RM
5/22/2020 RM
7/6/2020 RM
RF-1
RF EQUIPMENT SCHEDULE
*FIBER JUMPER - ROSENBERGER FIBER JUMPER
*DC JUMPER - ROSENBERGER SINGLE PAIR DC CABLE
ANTENNA AND COAX INFORMATION PROVIDED FROM THE LTE 4TX4RX/3C/4C/5C(FIRSTNET)/5G NR 1DR-1
RFDS ID#: 3531450 V:1.00 DATED 04/09/2020.
CONTRACTOR TO VERIFY RF INFO WITH CLIENT PRIOR TO CONSTRUCTION.
COAX LENGTHS ARE APPROXIMATE AND MUST BE VERIFIED PRIOR TO CONSTRUCTION.
ALL COAX SHALL BE COLOR CODED AT TOP AN BOTTOM JUMPER AND AT TOP OF TOWER BOTTOM OF
TOWER, AND INSIDE SHELTER ON MAIN COAX.
EACH MAIN COAX SHALL HAVE CORROSION PROOF "ID TAGS" INSTALLED INSIDE THE SHELTER AT THE
PORT AND AT THE ANTENNA.
QUANTITIES GIVEN ARE TOTAL EXISTING AND PROPOSED.
DC / FIBER DEMARCATION BOX
RAYCAP DC FIBER DEMARCATION BOX CABLES
NOTESMOUNTING
HEIGHT MODEL QTY.MODEL SIZE QTY.CABLE
LENGTH
125'-0"DC9-48-60-24-8C 3 (6) - #8 AWG TINNED COPPER CONDUCTOR TRUNK 3/8"8 170'-0"±
---ROSENBERGER (24) PAIR FIBER TRUNK 3/8"3 170'-0"±
---(6) - #8 AWG TINNED COPPER CONDUCTOR TRUNK 3/4"3 170'-0"±
-------
TOTAL 15 -TOTAL 6 -TOTAL -
ANTENNA AND COAX SCHEDULE
ANTENNAS CABLES RRU A2
MOD DIPLEXER/TRIPLEXER/FILTER TMA
SECTOR AZ RAD
CENTER MAKE - MODEL QTY
APPROX. ANTENNA
SPECS IN INCHES
(HXWXD)
DOWNTILT
MODEL SIZE QTY CABLE
LENGTH
COLOR
CODE MODEL QTY QTY MODEL TWR
QTY
GRND
QTY MODEL QTY
ELEC MECH
A1 350°215'-0"KATHREIN - 800372965 1 78.7X14.8X6.9 8°0°
*FIBER JUMPER - DC6 TO RRU
*DC JUMPER - DC6 TO RRU
COAX JUMPER - RRU TO ANTENNA
3/8"
7/16"
1/2"
2
1
4
15'
15'
10'
1 RED RRUS 4415 B30 1 ------
A2 -----------2 RED --------
A3 350°215'-0"KATHREIN - 800372965 1 78.7X14.8X6.9 8°0°
*FIBER JUMPER - DC6 TO RRU
*DC JUMPER - DC6 TO RRU
COAX JUMPER - RRU TO ANTENNA
3/8"
7/16"
1/2"
4
4
8
15'
15'
10'
3 RED RRUS 4449 B5/B12
RRUS 8843 B2/B66A
1
1 ------
A4 350°215'-0"KATHREIN - 800372965 1 78.7X14.8X6.9 8°0°
*FIBER JUMPER - DC6 TO RRU
*DC JUMPER - DC6 TO RRU
COAX JUMPER - RRU TO ANTENNA
3/8"
7/16"
1/2"
3
2
8
15'
15'
10'
4 RED RRUS-11 B5
RRUS 4478 B14
1
1 -DBC0108F1V92-1 2 ---
B1 120°215'-0"KATHREIN - 800372965 1 78.7X14.8X6.9 8°0°
*FIBER JUMPER - DC6 TO RRU
*DC JUMPER - DC6 TO RRU
COAX JUMPER - RRU TO ANTENNA
3/8"
7/16"
1/2"
2
1
4
15'
15'
10'
1 BLUE RRUS 4415 B30 1 ------
B2 -----------2 BLUE --------
B3 120°215'-0"KATHREIN - 800372965 1 78.7X14.8X6.9 8°0°
*FIBER JUMPER - DC6 TO RRU
*DC JUMPER - DC6 TO RRU
COAX JUMPER - RRU TO ANTENNA
3/8"
7/16"
1/2"
4
4
8
15'
15'
10'
3 BLUE RRUS 4449 B5/B12
RRUS 8843 B2/B66A
1
1 ------
B4 120°215'-0"KATHREIN - 800372965 1 78.7X14.8X6.9 8°0°
*FIBER JUMPER - DC6 TO RRU
*DC JUMPER - DC6 TO RRU
COAX JUMPER - RRU TO ANTENNA
3/8"
7/16"
1/2"
3
2
8
15'
15'
10'
4 BLUE RRUS-11 B5
RRUS 4478 B14
1
1 -DBC0108F1V92-1 2 ---
C1 215°215'-0"KATHREIN - 800372965 1 78.7X14.8X6.9 6°0°
*FIBER JUMPER - DC6 TO RRU
*DC JUMPER - DC6 TO RRU
COAX JUMPER - RRU TO ANTENNA
3/8"
7/16"
1/2"
2
1
4
15'
15'
10'
1
GREEN RRUS 4415 B30 1 ------
C2 -----------2
GREEN --------
C3 215°215'-0"KATHREIN - 800372965 1 78.7X14.8X6.9 6°0°
*FIBER JUMPER - DC6 TO RRU
*DC JUMPER - DC6 TO RRU
COAX JUMPER - RRU TO ANTENNA
3/8"
7/16"
1/2"
4
4
8
15'
15'
10'
3
GREEN
RRUS 4449 B5/B12
RRUS 8843 B2/B66A
1
1 ------
C4 215°215'-0"KATHREIN - 800372965 1 78.7X14.8X6.9 6°0°
*FIBER JUMPER - DC6 TO RRU
*DC JUMPER - DC6 TO RRU
COAX JUMPER - RRU TO ANTENNA
3/8"
7/16"
1/2"
3
2
8
15'
15'
10'
4
GREEN
RRUS-11 B5
RRUS 4478 B14
1
1 -DBC0108F1V92-1 2 ---
TOTAL 7/8" COAX --
TOTAL FIBER JUMPER 27 405'
TOTAL DC JUMPER 21 315'
TOTAL COAX JUMPER 60 600'
TOTAL 5/16" RET CABLES 3 510'
SCALE: N.T.S
GROUNDING DETAIL
NOTES:
1.CONTRACTOR SHALL REFER TO AT&T GROUNDING AND BONDING PRACTICE TP-76416.
2.PROVIDE WEATHER PROOFING AND GROUNDING KIT TO BOND DC POWER CABLE SHIELD TO EXTERNAL HATCH PLATE GROUND BAR.
3.PROVIDE GROUND CONNECTION FOR DC POWER CABLE SHIELD TO "P" SECTION OF CRGB WITHIN SHELTER.
KEYNOTE LEGEND:
1.SECTOR GROUND BAR (TYP).
2.COLLECTOR GROUND BAR.
3.NEW ANTENNA.
4.SINGLE PAIR FIBER & DC POWER.
5.JUMPER CABLE, 1/2" (TYP).
6.PIPE MOUNT.
7.DC POWER & FIBER TO RAYCAP UNIT.
8.REMOTE RADIO HEAD (RRH) (IF APPLICABLE).
9.DC6 RAYCAP SURGE SUPPRESSOR (IF APPLICABLE).
10.FILTER (IF APPLICABLE)
1.UTILIZE EXISTING AT&T GROUND BARS AND GROUNDING.
2.ADD GROUND BARS IF THERE ARE INSUFFICIENT LUG POSITIONS.
3.REFERENCE AT&T BONDING & GROUNDING PRACTICE TP76416.
PROPOSED AT&T RRH
PROPOSED RAYCAP FIBER
AND DC DISTRIBUTION UNIT
PROPOSED LTE PANEL
ANTENNA
PROPOSED COAX
BRIDGE POST
#2 SOLID COPPER TINNED IN
NMLT
PROPOSED GROUND BAR
(TYP.PER SECTOR)
#2 SOLID COPPER TINNED IN
NMLT
#2 SOLID COPPER TINNED IN
NMLT
#2 SOLID COPPER TINNED IN
NMLT
PROPOSED GROUND BAR @
COAX ENTRY PORT
#2 SOLID COPPER TINNED BARE
TO
GROUND RING
#2 SOLID COPPER TINNED
IN NMLT (NON-METALLIC
LIQUID-TIGHT) (TYP)
#2 SOLID COPPER TINNED
IN NMLT (NON-METALLIC
LIQUID-TIGHT) (TYP)
#2 SOLID COPPER TINNED
IN NMLT (NON-METALLIC
LIQUID-TIGHT) (TYP)
10
9
8
2
7
1
4
3
5
6
SCALE: N.T.S
ANTENNA GROUNDING SCHEMATIC
PROPOSED GPS ANTENNA
SUBMITTALS
DRAWN BY:
APPV'D BY:
CONSTRUCTION 0
ISSUED BY
SHEET NUMBER
SHEET TITLE
THE INFORMATION CONTAINED IN THESE
DOCUMENTS IS PROPRIETARY BY NATURE.
REPRODUCTION OR CAUSING TO BE REPRODUCED
THE WHOLE OR ANY PART OF THESE DRAWINGS
WITHOUT THE PERMISSION OF MASTEC NETWORK
SOLUTIONS IS PROHIBITED.
CHECKED BY:
MNS PROJECT NO:
DATE DESCRIPTION REV
CLS
JFS
22518-AEC
PREPARED FOR:
PREPARED BY:
507 AIRPORT BLVD, SUITE 111
MORRISVILLE, NC 27560
SITE NAME:
SITE ADDRESS:
FA LOCATION:
4/27/2020
6080 PETERSON ROAD
FORT PIERCE, FL 34947
PETERSON (FP50)
10152803
RM
FLORIDA NO. 82846
RAPHAEL MOHAMED, P.E.
3200 LAKE EMMA ROAD
LAKE MARY, FL 32746
PRINTED COPIES OF THIS DOCUMENT ARE NOT
CONSIDERED SIGNED AND SEALED AND ALL SIGNATURES
MUST BE VERIFIED ON ANY ELECTRONIC COPIES.
THIS ITEM HAS BEEN ELECTRONICALLY SIGNED AND
SEALED BY RAPHAEL MOHAMED, P.E. USING A DIGITAL
SIGNATURE.
7/6/2020
RM
5/5/2020 RM
5/22/2020 RM
7/6/2020 RM
G-1
GROUNDING DETAILS
SUBMITTALS
DRAWN BY:
APPV'D BY:
CONSTRUCTION 0
ISSUED BY
SHEET NUMBER
SHEET TITLE
THE INFORMATION CONTAINED IN THESE
DOCUMENTS IS PROPRIETARY BY NATURE.
REPRODUCTION OR CAUSING TO BE REPRODUCED
THE WHOLE OR ANY PART OF THESE DRAWINGS
WITHOUT THE PERMISSION OF MASTEC NETWORK
SOLUTIONS IS PROHIBITED.
CHECKED BY:
MNS PROJECT NO:
DATE DESCRIPTION REV
CLS
JFS
22518-AEC
PREPARED FOR:
PREPARED BY:
507 AIRPORT BLVD, SUITE 111
MORRISVILLE, NC 27560
SITE NAME:
SITE ADDRESS:
FA LOCATION:
4/27/2020
6080 PETERSON ROAD
FORT PIERCE, FL 34947
PETERSON (FP50)
10152803
RM
FLORIDA NO. 82846
RAPHAEL MOHAMED, P.E.
3200 LAKE EMMA ROAD
LAKE MARY, FL 32746
PRINTED COPIES OF THIS DOCUMENT ARE NOT
CONSIDERED SIGNED AND SEALED AND ALL SIGNATURES
MUST BE VERIFIED ON ANY ELECTRONIC COPIES.
THIS ITEM HAS BEEN ELECTRONICALLY SIGNED AND
SEALED BY RAPHAEL MOHAMED, P.E. USING A DIGITAL
SIGNATURE.
7/6/2020
RM
5/5/2020 RM
5/22/2020 RM
7/6/2020 RM
GN-1
GENERAL NOTES
ABBREVIATIONS:
AC ALTERNATING CURRENT
AGP ABOVE GROUND POWER
AGT ABOVE GROUND TELCO
AIC AMPERAGE INTERRUPTION CAPACITY
ATS AUTOMATIC TRANSFER SWITCH
AWG AMERICAN WIRE GAUGE
BTC BARE TINNED COPPER CONDUCTOR
BATT BATTERY
CHG CHARGING
COMM COMMON
DC DIRECT CURRENT
DIA DIAMETER
DWG DRAWING
EC ELECTRICAL CONDUCTOR
EMT ELECTRICAL METALLIC TUBING
FIF FACILITY INTERFACE FRAME
GEN GENERATOR
GPS GLOBAL POSITIONING SYSTEM
HVAC HEAT/VENTILATION/AIR CONDITIONING
IGR INTERIOR GROUNDING RING (HALO)
MGB MASTER GROUNDING BAR
MIN MINIMUM
M/W MICROWAVE
MTS MANUAL TRANSFER SWITCH
NEC NATIONAL ELECTRICAL CODE
OC ON CENTER
OHP OVERHEAD POWER
OHU OVERHEAD UTILITIES
PP POLARIZING PRESERVING
PCU PRIMARY CONTROL UNIT
PDU PROTOCOL DATA UNIT
RECT RECTIFIER
RMC RIGID METALLIC CONDUIT
RRU REMOTE RADIO UNIT
RWY RACEWAY
SIAD SMART INTEGRATED ACCESS DEVICE
TVSS TRANSIENT VOLTAGE SUPPRESSION
SYSTEM
TYP TYPICAL
UGD UNDERGROUND DUCT
UGP UNDERGROUND POWER
UGT UNDERGROUND TELCO
UPS UNINTERRUPTIBLE POWER SOURCE (DC
POWER PLANT)
GENERAL NOTES:
1.ALL REFERENCES TO OWNER HEREIN SHALL BE
CONSTRUED TO MEAN AT&T OR IT'S DESIGNATED
REPRESENTATIVE.
2.ALL WORK PRESENTED ON THESE DRAWINGS MUST BE
COMPLETED BY THE CONTRACTOR UNLESS NOTED
OTHERWISE. THE CONTRACTOR MUST HAVE
CONSIDERABLE EXPERIENCE IN PERFORMANCE OF
WORK SIMILAR TO THAT DESCRIBED HEREIN. BY
ACCEPTANCE OF THIS ASSIGNMENT, THE
CONTRACTOR IS ATTESTING THAT HE DOES HAVE
SUFFICIENT EXPERIENCE AND ABILITY, THAT HE IS
KNOWLEDGEABLE OF THE WORK TO BE PERFORMED
AND THAT HE IS PROPERLY LICENSED AND PROPERLY
REGISTERED TO DO THIS WORK IN THE STATE AND/OR
COUNTY IN WHICH IT IS TO BE PERFORMED.
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 SUPERCEDE ANY CONFLICTING NOTES
ENCLOSED HEREIN.
5.IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO
DETERMINE ERECTION PROCEDURE AND SEQUENCE
TO ENSURE THE SAFETY OF THE STRUCTURE AND ITS
COMPONENT PARTS DURING ERECTION AND/OR FIELD
MODIFICATIONS. THIS INCLUDES, BUT IS NOT LIMITED
TO, THE ADDITION OF WHATEVER TEMPORARY
BRACING, GUYS, OR TIE DOWNS THAT MAY BE
NECESSARY. SUCH MATERIAL SHALL BE REMOVED AND
SHALL REMAIN THE PROPERTY OF THE CONTRACTOR
AFTER THE COMPLETION OF THE PROJECT.
6.ALL DIMENSIONS, ELEVATIONS, AND EXISTING
CONDITIONS SHOWN ON THE DRAWINGS SHALL BE
FIELD VERIFIED BY THE CONTRACTOR AND THE
TESTING AGENCY PRIOR TO BEGINNING ANY
MATERIALS ORDERING, FABRICATION, OR
CONSTRUCTION WORK ON THIS PROJECT. 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 CONSTRUCTION PROCEDURES.
7.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.
8.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.
9.ALL WORK SHALL BE COMPLETED IN ACCORDANCE
WITH THE LATEST EDITION OF THE LOCAL BUILDING
CODE.
10.ALL PROPOSED CELLULAR EQUIPMENT AND FIXTURES
SHALL BE FURNISHED BY OWNER FOR INSTALLATION
BY THE CONTRACTOR, UNLESS SPECIFICALLY NOTED
OTHERWISE HEREIN.
11.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.
12.PREFABRICATED BUILDING INSTALLATION SHALL BE IN
ACCORDANCE WITH THE MANUFACTURER'S
SPECIFICATIONS.
STRUCTURAL STEEL NOTES:
1.STRUCTURAL STEEL SHALL CONFORM TO THE LATEST
EDITION OF THE A.I.S.C. SPECIFICATIONS FOR
STRUCTURAL STEEL BUILDINGS- ALLOWABLE STRESS
DESIGN AND PLASTIC DESIGN INCLUDING THE
COMMENTARY AND THE A.I.S.C. CODE OF STANDARD
PRACTICE.
2.STRUCTURAL STEEL PLATES AND SHAPES SHALL
CONFORM TO ASTM A26. ALL STRUCTURAL STEEL
PIPES SHALL CONFORM TO ASTM A53 GRADE B. ALL
STRUCTURAL STEEL TUBING SHALL CONFORM TO
ASTM A500 GRADE B. ALL STRUCTURAL STEEL
COMPONENTS AND FABRICATED ASSEMBLES SHALL BE
HOT DIP GALVANIZED AFTER FABRICATION.
3.WELDING SHALL BE IN ACCORDANCE WITH THE
AMERICAN WELDING SOCIETY (AWS) D.1.1/D1.1M:2010.
STRUCTURAL WELDING CODE-STEEL WELD
ELECTRODES SHALL BE E70XX.
4.ALL COAXIAL CABLE CONNECTORS AND TRANSMITTER
EQUIPMENT SHALL BE AS SPECIFIED BY THE OWNER
AND IS NOT INCLUDED IN THESE CONSTRUCTION
DOCUMENTS THE CONTRACTOR SHALL FURNISH ALL
CONNECTION HARDWARE REQUIRED TO SECURE THE
CABLES. CONNECTION HARDWARE SHALL BE
STAINLESS STEEL.
5.ALL REINFORCING STEEL SHALL CONFORM TO ASTM
615 GRADE 60, DEFORMED BILLET STEEL BARS.
WELDED WIRE FABRIC REINFORCING SHALL CONFORM
TO ASTM A185.
6.THE FABRICATION AND ERECTION OF STRUCTURAL
STEEL SHALL CONFORM TO THE LATEST A.I.S.C.
SPECIFICATIONS.
7.ALL CONNECTIONS NOT FULLY DETAILED ON THESE
PLANS SHALL BE DETAILED BY THE STEEL FABRICATOR
IN ACCORDANCE WITH SPECIFICATIONS.
8.HOT-DIP GALVANIZE ITEMS SPECIFIED TO BE
ZINC-COATED, AFTER FABRICATION WHERE
PRACTICAL. GALVANIZING: ASTM A 123, ASTM. A 153/A
153M OR ASTM A 653/A 653M, G90, AS APPLICABLE.
9.REPAIR DAMAGED SURFACES WITH GALVANIZING
REPAIR METHOD AND PAINT CONFORMING TO ASTM A
780 OR BY APPLICATION OF STICK OR THICK PASTE
MATERIAL SPECIFICALLY DESIGNED FOR REPAIR OF
GALVANIZING. CLEAN AREAS TO BE REPAIRED, AND
REMOVE SLAG FROM WELDS. HEAT SURFACES TO
WHICH STICK OR PASTE MATERIAL IS APPLIED WITH A
TORCH TO A TEMPERATURE SUFFICIENT TO MELT THE
METALLICS. IN STICK OR PASTE, SPREAD MOLTEN
MATERIAL UNIFORMLY OVER SURFACES TO BE COATED
AND WIPE OFF EXCESS MATERIAL.
10.CONTRACTOR SHALL FOLLOW THE MANUFACTURER'S
INSTRUCTIONS/SPECIFICATIONS IF NO INFORMATION IS
CONTAINED IN THESE PLANS OR IF THE
MANUFACTURER'S SPECIFICATIONS ARE STRICTER.
NOTE: REFER TO AT&T SPECIFICATIONS AS THE
CONTROLLING STANDARD FOR PROPOSED
CONSTRUCTION.
PERMITS:
1.CONTRACTOR SHALL SECURE ALL NECESSARY
PERMITS FOR THIS PROJECT FROM ALL APPLICABLE
GOVERNMENTAL AGENCIES.
2.ANY PERMITS WHICH MUST BE OBTAINED SHALL BE
THE CONTRACTOR'S RESPONSIBILITY. THE
CONTRACTOR SHALL BE RESPONSIBLE FOR ABIDING
BY ALL CONDITIONS AND REQUIREMENTS OF THE
PERMITS.
3.ALL WORK SHALL BE IN ACCORDANCE WITH LOCAL
CODES AND THE ACI 318-08. "BUILDING REQUIREMENTS
FOR STRUCTURAL CONCRETE".
4.THE CONTRACTOR SHALL NOTIFY THE APPLICABLE
JURISDICTIONAL (STATE, COUNTY, OR CITY) ENGINEER
24 HOURS PRIOR TO THE BEGINNING OF
CONSTRUCTION.
5.ALL DIMENSIONS SHALL BE VERIFIED WITH THE PLANS
(LATEST REVISION) PRIOR TO COMMENCING
CONSTRUCTION. NOTIFY THE OWNER IMMEDIATELY IF
DISCREPANCIES ARE DISCOVERED. THE CONTRACTOR
SHALL HAVE A SET OF APPROVED PLANS AVAILABLE AT
THE SITE AT ALL TIME WHEN WORK IS BEING
PERFORMED. A DESIGNATED RESPONSIBLE EMPLOYEE
SHALL BE AVAILABLE FOR CONTACT BY GOVERNING
AGENCY INSPECTORS.
MISCELLANEOUS:
1.ALL THREADED STRUCTURAL FASTENERS FOR
ANTENNA SUPPORT ASSEMBLES SHALL CONFORM TO
ASTM A307 OR ASTM 36. ALL STRUCTURAL FASTENERS
FOR STRUCTURAL STEEL FRAMING SHALL CONFORM
TO ASTM A325. FASTENERS SHALL BE 5/8" MIN. DIA.
BEARING TYPE CONNECTIONS WITH THREADS
EXCLUDED FROM THE PLANE. ALL EXPOSED
FASTENERS, NUTS, AND WASHERS SHALL BE
GALVANIZED UNLESS OTHERWISE NOTED. ALL
ANCHORS INTO CONCRETE SHALL BE STAINLESS
STEEL.
2.THE CONTRACTOR SHALL FURNISH ALL CONNECTOR
HARDWARE REQUIRED TO SECURE THE CABLES.
CONNECTION HARDWARE SHALL BE STAINLESS STEEL.
3.NORTH ARROW SHOWN ON PLANS REFERS TO TRUE
NORTH. CONTRACTOR SHALL VERIFY NORTH AND
NOTIFY CONSULTANT OF ANY DISCREPANCY BEFORE
STARTING CONSTRUCTION.
4.PROVIDE LOCK WASHERS FOR ALL MECHANICAL
CONNECTORS FOR GROUND CONDUCTORS. USE
STAINLESS STEEL HARDWARE THROUGHOUT.
5.THOROUGHLY REMOVE ALL PAINT AND CLEAN ALL DIRT
FROM SURFACES REQUIRING GROUND CONNECTIONS.
6.MAKE ALL GROUND CONNECTIONS AS SHORT AND
DIRECT AS POSSIBLE. AVOID SHARP BENDS. ALL BENDS
TO BE A MIN. OF 8" RADIUS.
7.FOR GROUNDING TO BUILDING FRAME AND HATCH
PLATE GROUND BARS, USE A TWO-BOLT HOLE NEPA
DRILLED CONNECTOR SUCH AS T&B 32007 OR
APPROVED EQUAL.
8.FOR ALL EXTERNAL GROUND CONNECTORS, CLAMPS,
AND CADWELDS, APPLY A LIBERAL PROTECTIVE
COATING OR AN ANTI-OXIDE COMPOUND SUCH AS
"NO-OXIDE A" BY DEARBORN CHEMICAL COMPANY.
9.REPAIR ALL METAL SURFACES THAT HAVE BEEN CUT
OR DAMAGED BY REMOVING ANY EXISTING RUST AND
APPLYING COLD GALVANIZATION.
10.ANTENNA CABLE LENGTHS HAVE BEEN DETERMINED
BASED ON THESE PLANS. CABLE LENGTHS LISTED ARE
APPROXIMATED AND ARE NOT INTENDED TO BE USED
FOR FABRICATION. DUE TO FIELD CONDITIONS, ACTUAL
CABLE LENGTHS VARY. CONTRACTOR MUST FIELD
VERIFY ANTENNA CABLE LENGTHS PRIOR TO ORDER.
SYMBOLS LIST:
(SYMBOLS SHOWN MAY NOT BE USED
ON THIS PROJECT)
CONDUIT RISER UP
CONDUIT RISER DOWN
GROUNDING CONDUCTOR
INDICATES CIRCUIT CONTINUATION
ENCLOSED CIRCUIT BREAKER
(SIZE AS SHOWN)
FUSED DISCONNECT SWITCH
(SIZE AS SHOWN)
RECEPTACLE PANELBOARD, 120/240 VOLT
NOTES: REFERENCE SYMBOLS;
DENOTED "SEE NOTE NO.1"
INDICATES MOUNTING HEIGHT AFF
EXISTING ELEC EQUIPMENT TO REMAIN
(S)
+18"
1
GENERAL NOTES TO APPLY IN APPLICABLE SITUATIONS ONLY