1545 MAIN ST - PERMIT 16-COTH-2320 DWGSAPPROVALS
LOCATION MAP
INDEX OF DRAWINGS
RF ENGINEER DATE
.a
CONSTRUCTION DATE
a �
SITE ACQUISITION DATE
DRIVING DIRECTIONS
ZONING DATE
MI
GENERAL NOTES, ABBREVIATIONS
EXPOSURE= C
IMPORTANCE FACTOR= 1.0
8. AT EXIT 49, TAKE RAMP RIGHT FOR
`v 1.
DEPART GREENWOOD BLVD TOWARD
JOHNS BLUFF RD TOWARD ST JOHN
c;
EXCHANGE PL 0.2 MI
BLUFF RD 1.0 MI
2.
TURN RIGHT ONTO EXCHANGE PL 0.3 MI
9
•w» p %
TURN LEFT ONTO LAKE EMMA RD 0.7 MI
z
a
4.
TURN LEFT ONTO W LAKE MARY BLVD 0.1
10. KEEP RIGHT ONTO ATLANTIC BLVD C
AN -1
JubonrMN
_ ;
SITE LOCATION � o �
Y ,a�
TAKE RAMP RIGHT FOR I-4 EAST TOWARD
100 FT
DAYTONA BEACH 33.4 MI
12. BEAR RIGHT ONTO SR -AIA N / MA
rn 6.
TAKE RAMP LEFT FOR 1-95 NORTH
RD 0.8 MI
w
TOWARD JACKSONVILLE 76.8 MI
13. TURN LEFT ONTO LEVY RD 0.3 MI
a 7.
AT EXIT 337, TAKE RAMP RIGHT FOR
M
1-295 NORTH TOWARD JAX BEACHES 12.1
ARRIVE AT 407 LEVY RD, ATLANTIC BEA
ASSOCIATED WORK.
32233
-c &A N3 _. -tac,
r
�
VICINITY MAP
APPROVALS
MI
BLVD
I2R
NETWORK
PROPERTY OWNER DATE
INDEX OF DRAWINGS
RF ENGINEER DATE
.a
CONSTRUCTION DATE
T-1
SITE ACQUISITION DATE
DRIVING DIRECTIONS
ZONING DATE
MI
BLVD
I2R
NETWORK
UAIL
INDEX OF DRAWINGS
- FLORIDA BUILDING CODE 5th EDITION (2014)
ANSI/EIA/TIA-222-G (ALLOWED PER EXEMPTION #5 OF 1609.1.1)
ASCE 7-10
.a
DATE
T-1
o
DRIVING DIRECTIONS
o FROM AT&T OFFICES IN LAKE MARY:
MI
GENERAL NOTES, ABBREVIATIONS
EXPOSURE= C
IMPORTANCE FACTOR= 1.0
8. AT EXIT 49, TAKE RAMP RIGHT FOR
`v 1.
DEPART GREENWOOD BLVD TOWARD
JOHNS BLUFF RD TOWARD ST JOHN
- FLORIDA FIRE PREVENTION CODE 5th EDITION
EXCHANGE PL 0.2 MI
BLUFF RD 1.0 MI
2.
TURN RIGHT ONTO EXCHANGE PL 0.3 MI
9. TURN RIGHT ONTO SR -10 E / ATL
3.
TURN LEFT ONTO LAKE EMMA RD 0.7 MI
BLVD 6.1 MI
4.
TURN LEFT ONTO W LAKE MARY BLVD 0.1
10. KEEP RIGHT ONTO ATLANTIC BLVD C
AN -1
MI
11. TURN LEFT ONTO SR-A1A / FLORI[
v 5.
TAKE RAMP RIGHT FOR I-4 EAST TOWARD
100 FT
DAYTONA BEACH 33.4 MI
12. BEAR RIGHT ONTO SR -AIA N / MA
rn 6.
TAKE RAMP LEFT FOR 1-95 NORTH
RD 0.8 MI
w
TOWARD JACKSONVILLE 76.8 MI
13. TURN LEFT ONTO LEVY RD 0.3 MI
a 7.
AT EXIT 337, TAKE RAMP RIGHT FOR
M
1-295 NORTH TOWARD JAX BEACHES 12.1
ARRIVE AT 407 LEVY RD, ATLANTIC BEA
ASSOCIATED WORK.
32233
MI
BLVD
I2R
NETWORK
UAIL
INDEX OF DRAWINGS
- FLORIDA BUILDING CODE 5th EDITION (2014)
ANSI/EIA/TIA-222-G (ALLOWED PER EXEMPTION #5 OF 1609.1.1)
ASCE 7-10
OPERATIONS
DATE
T-1
TITLE SHEET
CONTRACTOR
DATE
PROJECT SUMMARY
SITE NAME:
FA SITE NUMBER:
PARCEL:
COUNTY:
JURISDICTION:
SITE COORDINATES:
STRUCTURE TYPE:
PROJECT INITATIVE:
TOWER HEIGHT:
ANTENNA C.L. HEIGHT
J020-MAYPORT
10020470
172325-0000
DUVAL
CITY OF ATLANTIC BEACH
N 30' 20' 13.99"
W 81' 25' 11.32"
SELF SUPPORT TOWER
WCS FILTER
193'-0" AGL
190'-0" AGL
LEGAL DESCRIPTION
1545 MAIN ST 17 -2S -29E 5.71 PT GOVT LOT 4 RECD 0/R
11544-628 BEING PARCEL 3
PROJECT REFERENCES
1. THESE PLANS WERE COMPLETED PER WCS FILTER RFDS V2.00
DATED 04/25/16. CONTRACTOR SHALL REQUEST CURRENT
RFDS & WORKBOOK FROM CONSTRUCTION MANAGER PRIOR TO
CONSTRUCTION.
J020-MAYPORT
FA #10020470
CROWN CASTLE BU #812565
1545 MAIN STREET
ATLANTIC BEACH, FL 32233
TENANT IMPROVEMENT - WCS FILTER
DESIGN CRITERIA
'0`" aEc
INDEX OF DRAWINGS
- FLORIDA BUILDING CODE 5th EDITION (2014)
ANSI/EIA/TIA-222-G (ALLOWED PER EXEMPTION #5 OF 1609.1.1)
ASCE 7-10
SHT.
NO
DESCRIPTION
T-1
TITLE SHEET
ULTIMATE WIND SPEED = 130 MPH
BASIC WIND SPEED = 101 MPH (NOMINAL)
RISK CATEGORY= II
GN -1
GENERAL NOTES, ABBREVIATIONS
EXPOSURE= C
IMPORTANCE FACTOR= 1.0
ARCHITECTURAL /CIVIL PLANS
C-1
SITE PLAN
- NATIONAL ELECTRICAL CODE, 2011 EDITION (NEPA 70-2011)
- FLORIDA FIRE PREVENTION CODE 5th EDITION
STRUCTURAL PLANS
- 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 &
IS
S-1
TOWER ELEVATION AND ANTENNA ORIENTATION
-2
MISCELLANEOUS DETAILS
AS PER AT&T GUIDELINES
CONSTRUCTION NOTES
ANTENNA SCHEDULE
1. CONTRACTOR SHALL VERIFY ALL PLANS AND EXISTING
AN -1
ANTENNA SCHEDULE
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.C
C
3. THIS PROJECT CONSISTS OF THE INSTALLATION OF:
(3) NEW RRUS-32 B2, (2) NEW FILTERS AND ALL
ASSOCIATED WORK.
ref
-c &A N3 _. -tac,
CONTACTS
'0`" aEc
APPLICANT:
AT&T MOBILITY
1101 GREENWOOD BLVD.
LAKE MARY, FL 32746
TOWER OWNER:
CROWN CASTLE
4511 NORTH HIMES AVE
SUITE 210
TAMPA, FL 33614
ENGINEER:
USA ENGINEERING INC.
2130 ASHLEY OAKS CIR.
SUITE 102
WESLEY CHAPEL, FL 33544
CONTACT: MARC MAIER, P.E.
PHONE: 813-994-0365
EO
0
06/03/16 FINAL CDs ISSUED
1
09/22/16 REVISED ADDRESS
2
3
4
PROJECT INFORMATION
NO.
1. THIS IS AN UNMANNED FACILITY AND WILL BE USED FOR THE TRANSMISSION OF 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 EMPL0 ES UBCONTRACTORS AND
THE WORK ASSOCIATED WITH ANY EQUIPMENT CANNOT BE PERFORMED BY HANDICAPPED FACILITY WILL BE
FREQUENTED ONLY BY SERVICE PERSONNEL FOR REPAIR PURPOSES ONLY.
3. NO POTABLE WATER SUPPLY IS TO BE PROVIDED AT THIS LOCATION. A'
4. NO WASTEWATER WILL BE GENERATED AT THIS LOCATION. '
5. NO SOLID WASTE WILL BE GENERATED AT THIS LOCATION.
REV
DATE DESCRIPTION
A
05/24/16 PRELIMINARY CDs REV "A"
0
06/03/16 FINAL CDs ISSUED
1
09/22/16 REVISED ADDRESS
2
3
4
5
6
7
8
9
GOFF PROJECT NO.: 01 81 6000-1 52
DRAWN BY: CHECKED BY:
SS MM
at&t
1101 GREENWOOD BLVD
LAKE MARY, FL 32746
FAX (407) 771-1398
smarth.
1997 ANNAPOLIS EXCHANGE PKWY.
SUITE 200
ANNAPOLIS, MD 21401
PREPARED BY:
9IENGINEERING
2130 ASHLEY OAKS CIRCLE
SUITE 102
WESLEY CHAPEL, FL 33544
(813)
9
FL COA#31705
Prrr®���,¢�`�
No 72513
TATE OF
o14
s� O R .� N
SEPTEMBER 22.2016
MARC P. MAIER, PE
FL PROFESSIONAL ENGINEER LIC. # 72513
JOZo-MAYPORT
FA #10020470
1545 MAIN STREET
TLANTIC BEACH, FL 32233
SHEET DESCRIPTION
TITLE SHEET
SHEET NUMBER
T-1
GENERAL NOTES:
1. ALL REFERENCES TO OWNER HEREIN SHALL BE CONSTRUED TO MEAN FST&T OR
IT'S DESIGNATED REPRESENTATIVE.
2. ALL WORK PRESENTED ON THESE DRAWINGS MUST BE COMPLETED BY E
CONTRACTOR UNLESS NOTED OTHERWISE. THE CONTRACTOR MUST HA
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, HAT HE IS
KNOWLEDGEABLE OF THE WORK TO BE PERFORMED AND THAT HE IS F ROPERLY
LICENSED AND PROPERLY REGISTERED TO DO THIS WORK IN THE STAI 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.
06/03/16 FINAL CDs ISSUED
4. ALL HARDWARE ASSEMBLY MANUFACTURER'S INSTRUCTIONS SHALL BE FOLLOWED
09/22/16 REVISED ADDRESS
EXACTLY AND SHALL SUPERCEDE ANY CONFLICTING NOTES ENCLOSED
IEREIN.
5. IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO DETERMINE ERECT10
PROCEDURE AND SEQUENCE TO INSURE THE SAFETY OF THE STRUCTURE
AND ITS
COMPONENT PARTS DURING ERECTION AND/OR FIELD MODIFICATIONS.
HIS
INCLUDES, BUT IS NOT LIMITED TO, THE ADDITION OF WHATEVER TEMP
RARY
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 T IIE
DRAWINGS SHALL BE FIELD VERIFIED BY THE CONTRACTOR AND THE TE -STING
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 0 NER'S
ENGINEER. THE DISCREPANCIES MUST BE RESOLVED BEFORE THE CON RACTOR IS
TO PROCEED WITH THE WORK. THE CONTRACT DOCUMENTS DO NOT INDICATE THE
METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL SUPERVISE AN DIRECT
THE WORK AND SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUClION 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
QUALITY, FREE FROM FAULTS AND DEFECTS AND IN CONFORMANCE
CONTRACT DOCUMENTS. ANY AND ALL SUBSTITUTIONS MUST BE PI
APPROVED AND AUTHORIZED IN WRITING BY THE OWNER AND ENGIP
INSTALLATION. THE CONTRACTOR SHALL FURNISH SATISFACTORY EVIC
THE KIND AND QUALITY OF THE MATERIALS AND EQUIPMENT BEING
8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INITIATING, MAINTAININ(
SUPERVISING ALL SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTI
THE WORK. THE CONTRACTOR IS RESPONSIBLE FOR INSURING THAT
PROJECT AND RELATED WORK COMPLIES WITH ALL APPLICABLE LOCAL
AND FEDERAL SAFETY CODES AND REGULATIONS GOVERNING THIS WO
9. ALL WORK SHALL BE COMPLETED IN ACCORDANCE WITH THE LATEST
THE LOCAL BUILDING CODE.
10. ALL PROPOSED CELLULAR EQUIPMENT AND FIXTURES SHALL BE FU
OWNER FOR INSTALLATION BY THE CONTRACTOR, UNLESS SPECIFICF
OTHERWISE HEREIN.
11. ACCESS TO THE PROPOSED WORK SITE MAY BE RESTRICTED. THE
SHALL COORDINATE INTENDED CONSTRUCTION ACTIVITY, INCLUDING
SCHEDULE AND MATERIALS ACCESS, WITH THE RESIDENT LEASING
APPROVAL.
3. WELDING SHALL BE IN ACCORDANCE WITH THE AMERICAN WELDING SOCIEFY (AWS)
D.1.1/D1.1M:2010. STRUCTURAL WELDING CODE-STLEL WELD ELECTRODES SHALL 4. PROVIDE LOCK WASHERS FOR ALL MECHANICAL CONNECTIONS FOR GROUND
BE E70XX. CONDUCTORS. USE STAINLESS STEEL HARDWARE THROUGHOUT.
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 ALI 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 A.I.S.C. SPECIFICATIONS.
8. HOT -DIP GALVANIZE ITEMS SPECIFIED TO BE ZINC -COATED, AFTER FABRICATION
WHERE PRACTICAL. GALVANIZING: ASTM A 123, ASFM, 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
i THE
:RLY
PRIOR TO PERMITS:
E AS TO
ISTITUTED. 1. CONTRACTOR SHALL SECURE ALL NECESSARY PERMITS FOR THIS PROJECT FROM
ALL APPLICABLE GOVERNMENTAL AGENCIES.
AND
I WITH 2. ANY PERMITS WHICH MUST BE OBTAINED SHALL BE THE CONTRACTOR'S
iIS RESPONSIBILITY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ABIDING BY
STATE, ALL CONDITIONS AND REQUIREMENTS OF THE PERMITS.
3. ALL WORK SHALL BE IN ACCORDANCE WITH LOCAL CODES AND THE ACI 318-08,
FION OF "BUILDING REQUIREMENTS FOR STRUCTURAL CONCRETE".
4. THE CONTRACTOR SHALL NOTIFY THE APPLICABLE JURISDICTIONAL (STATE, COUNTY
iED BY OR CITY) ENGINEER 24 HOURS PRIOR TO THE BEGINNING OF CONSTRUCTION.
NOTED
5. ALL DIMENSIONS SHALL BE VERIFIED WITH THE PLANS (LATEST REVISION) PRIOR
RACTOR TO COMMENCING CONSTRUCTION. NOTIFY THE OWNER IMMEDIATELY IF
DISCREPANCIES ARE DISCOVERED. THE CONTRACTOR SHALL HAVE A SET OF
FOR APPROVED PLANS AVAILABLE AT THE SITE AT ALL TIMES WHEN WORK IS BEING
PERFORMED. A DESIGNATED RESPONSIBLE EMPLOYEE SHALL BE AVAILABLE FOR
CONTACT BY GOVERNING AGENCY INSPECTORS.
12. PREFABRICATED BUILDING INSTALLATION SHALL BE IN ACCORDANCEV�IITH THE
MANUFACTURER'S SPECIFICATIONS. II
1. STRUCTURAL STEEL SHALL CONFORM TO THE LATEST EDITION OF THE I.S.C.
SPECIFICATIONS FOR STRUCTURAL STEEL BUILDINGS- ALLOWABLE STIR SS 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 TOASTM 6. ALL
STRUCTURAL STEEL PIPES SHALL CONFORM TO ASTM A53 GRADE B. L
STRUCTURAL STEEL TUBING SHALL CONFORM TO ASTM A500 GRADE ALL
STRUCTURAL STEEL COMPONENTS AND FABRICATED ASSEMBLIES SHAL BE HOT
DIP GALVANIZED AFTER FABRICATION.
M
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 CONNECTION 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.
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 CONNECTIONS, 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.
REV
DATE DESCRIPTION
A
05/24/16 PRELIMINARY CDs REV 'A'
0
06/03/16 FINAL CDs ISSUED
1
09/22/16 REVISED ADDRESS
2
3
4
5
7
8
L96
GOFF PROJECT NO.: 01 81 6000-1 52
DRAWN BY: CHECKED BY:
SS MM
at&t
1101 GREENWOOD BLVD
LAKE MARY, FL 32746
FAX (407) 771-1398
smartie
1997 ANNAPOLIS EXCHANGE PKWY.
SUITE 200
ANNAPOLIS, MD 21401
PREPARED BY:
IS (ENGINEERING
2130 ASHLEY OAKS CIRCLE
SUITE 102
WESLEY CHAPEL, FL 33544
(813) 994-0365
FL COA #31705
' "tiNrolollik,
w
N0 725138.
1�
j
ST TE 01
A .: .
Geos se
SEPTEMBER 22, 2016
MARC P. MAIER, PE
FL PROFESSIONAL ENGINEER LIC. # 72513
Jo2o-MAYPORT
FA #10020470
1545 MAIN STREET
4TLANTIC BEACH, FL 32233
SHEET DESCRIPTION
GENERAL NOTES,
ABBREVIATIONS
SHEET NUMBER
GN -1
NOTES:
1. CONTRACTOR TO FILL ANY EXISTING
GRAVEL AREAS THAT ARE DISTURBED
DURING THE COURSE OF
CONSTRUCTION, GRAVEL TO MATCH
EXISTING.
2. THE CONTRACTOR TO ENSURE THAT NO
DAMAGE OR DEBRIS OCCURS ON THE
ADJACENT PROPERTIES.
3. THE CONTRACTOR SHALL SEED ALL
DISTURBED AREAS WITH LOW
MAINTENANCE NATIVE GRASS AND
COVER WITH APPROVED STRAW.
4. CONTRACTOR SHALL PROVIDE ALL
REQUIRED EROSION CONTROL
TECHNIQUES AND BEST MANAGEMENT
PRACTICES PER LOCAL AND AND STATE
REQUIREMENTS AS APPLICABLE.
5. NORTH ARROW SHOWN ON PLANS
REFERS TO TRUE NORTH. CONTRACTOR
SHALL VERIFY NORTH AND INFORM
ARCHITECT/ENGINEER OF ANY
DISCREPANCY BEFORE STARTING
CONSTRUCTION.
THE CONTRACTOR MUST FIELD VERIFY
ALL MEASUREMENTS AND FIELD
CONDITIONS PRIOR TO THE
COMMENCEMENT OF CONSTRUCTION.
ONE CALL - DIAL 811
CALL 3 WORKING DAYS
BEFORE YOU DIG
1-800-638-4097
97'-8"
(COMPOUND AREA)
7'-10" 43'-9" 36'-7" 9'-7"
N
N
4'-0" 8'-O" CHAIN LINK FENCE W/3
UTILITY 3.-2„ STRANDS OF BARBED WIRE
j FRAME UTILITY FRAME o w
N
T -MOBILE _ J�
I I 15'-0"x30'-0" 3'-0" WORKING
-
AREA I CLEARANCE
GENERATOR i (TYP)
T -MOBILE
8'-O"x13'-0" I GPS
PAD (TYP 4) iv
o .I
4' 4'-6"x5'-2" cv
SLED
N T -MOBILE
3'-0"x 4'-0"
CABINET PAD
AT&T MOBILITY
a 5'-6"x 1 1 '-0" a
LEG A=60'
Z PAD/GENERATOR o
zoo ® ^�
^ a 193'-0" 4'-0" SID co ^
27 _8 SELF SUPPORT PAD
TOWER co
8'
N / 1
I =
N EXISTING AT&T
ICE EQUIPMENT SHELTER
BRIDGE
4'-0" (TYP) ~z
FND PAD CLEARWIR >
CORP 1 o
(TYP 3) j 7'-0'x7'-0" GTW
L AREA J (TYP 11) N
o ® ® EXISTING AT&T WAVEGUIDE
T io BRIDGE
� I
n
29'-10" 28'-5" 39'-4"
97'-8"
SOUND AREA)
SITE PLAN
C-1 SCALE: 1" = 15'
SCALE BASED ON 11"x17" ONLY
GRAPHIC SCALE
0 7.5 15 30
(INS)
TRUE NORTH
REV
DATE DESCRIPTION
A
05/24/16 PRELIMINARY FD. REV 'A'
0
06/03/16 FINAL COs ISSUED
1
09/22/16 REVISED ADDRESS
2
3
4
5
6
7
8
9
GOFF PROJECT NO.: 01,116000-152
DRAWN BY: I CHECKED BY:
SS IMM
at&t
1101 GREENWOOD BLVD
LAKE MARY, FL 32746
FAX (407) 771-1398
smart
1997 ANNAPOLIS EXCHANGE PKWY.
SUITE 200
ANNAPOLIS, MD 21401
PREPARED BY:
p
JUSAENINEERING
2130 ASHLEY OAKS CIRCLE
SUITE 102
WESLEY CHAPEL, FL 33544
(813)
994-0365
FL COA#3 0705
♦♦♦jg116t#F,�
♦ Ci
:•
NO 72513
' ,STATE 01= e
00
SEPTEMBER 22, 2016
MARC P. MAIER, PE
FL PROFESSIONAL ENGINEER LIC. # 72S13
Jo2o-MAYPORT
FA #10020470
1545 MAIN STREET
4TLANTIC BEACH, FL 32233
SHEET DESCRIPTION
SITE PLAN
SHEET NUMBER
C-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. 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.
3. 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.
4. ANTENNA AND MOUNT DESIGN MUST COMPLY
WITH TIA-EIA-222-G AND ALL LOCAL CODES.
5. CONTRACTOR TO PROVIDE THE PROPER COAX
JUMPER SUPPORT ATTACHMENTS TO THE TOWER
AND ANTENNA MOUNT.
THE CONTRACTOR MUST FIELD VERIFY
ALL MEASUREMENTS AND FIELD
CONDITIONS PRIOR TO THE
COMMENCEMENT OF CONSTRUCTION.
i
TOWER EL
SCALE: N.T.S.
HIGHEST APPURTENANCE
ELEV. = 195'-0" AGL
TOP OF TOWER
ELEV. = 193'-O" AGL
q OF EXISTING AND PROPOSED
AT&T ANTENNASk,
ELEV. = 190'-0" AGL
(L OF EXISTING ANTENNAS
ELEV. = 178'-0" AGL
OF EXISTING ANTENNAS%\
ELEV. = 161'-0" AGL
FAA APPROVED HEIGHT IS 207' AGL. DO
NOT NEST THE BEACON LIGHT, TOP OF
ALL AT&T EQUIPMENT MUST BE BELOW
THE BEACON LIGHT. IF MAX OPERATING
HEIGHT OF CRANE EXCEEDS 207' AGL,
FAA CRANE APPROVAL IS REQUIRED.
ATION
OF EXISTING ANTENNAS
ELEV. = 130'-0" AGL
EXISTING SELF
SUPPORT TOWER
q OF EXISTING ANTENNAS
ELEV. = 48'-0" AGL
EXISTING AT&T
WAVEGUIDE BRIDGE
EXISTING AT&T
EQUIPMENT SHELTER
EXISTING TMA IN POSITION #1 AND #4
TO REMAIN (2 PER SECTOR, 6 TOTAL)
G3 ELEV.
190'-0" EXISTING RRUS-12 TO REMAIN ON
EXISTING BACK-TO-BACK RRU MOUNT
�Pl BEHIND ANTENNA IN POSITION #2
R y `GPS A� G2 (1 PER SECTOR, 3 TOTAL)
5�C(O 81 EXISTING RRUS-12 W/A2 MODULE ON
G1 EXISTING BACK-TO-BACK RRU MOUNT TO
BE REPLACED (1 PER SECTOR, 3 TOTAL)
SFC)
82 OR
B3
B4
EXISTING ANTENNA CONFIGURATION DETAIL
SCALE: N.T.S.
i
x
d
Q INSTALL PROPOSED RRUS-32 B2 AND
RRUS-12 ON EXISTING BACK—TO—BACK
b RRU MOUNT IN POSITION #2
o II (TYPICAL PER SECTOR)
N INSTALL PROPOSED FILTER
`GPS'
S�G�O� Py i
BEHIND ANTENNA POSITION #3
(ALPHA AND BETA SECTOR ONLY)
SFcT
R
? I -e
. 720• -,qJ
3 PROPOSED ANTENNA CONFIGURATION DETAIL
S-1 SCALE: N.T.S.
REV
EXISTING ANTENNA IN POSITIONS
a
#1, #2, #3 & #4 TO BE
a
TO REMAIN
1
(4 PER SECTOR, 12 TOTAL)
0
o II
v Al
EXISTING RRUS-11 AND RRUS-32 ON
O A3 A4 EXISTING BACK-TO-BACK RRU MOUNT
w
ul
BEHIND ANTENNA IN POSITION #3 TO
6
REMAIN (2 RRUS PER SECTOR, 3 TOTAL)
7
(2) EXISTING RAYCAP DC FIBER
G4
DEMARCATION BOX MODEL#
9
DC6-48-60-18-8F TO REMAIN
EXISTING TMA IN POSITION #1 AND #4
TO REMAIN (2 PER SECTOR, 6 TOTAL)
G3 ELEV.
190'-0" EXISTING RRUS-12 TO REMAIN ON
EXISTING BACK-TO-BACK RRU MOUNT
�Pl BEHIND ANTENNA IN POSITION #2
R y `GPS A� G2 (1 PER SECTOR, 3 TOTAL)
5�C(O 81 EXISTING RRUS-12 W/A2 MODULE ON
G1 EXISTING BACK-TO-BACK RRU MOUNT TO
BE REPLACED (1 PER SECTOR, 3 TOTAL)
SFC)
82 OR
B3
B4
EXISTING ANTENNA CONFIGURATION DETAIL
SCALE: N.T.S.
i
x
d
Q INSTALL PROPOSED RRUS-32 B2 AND
RRUS-12 ON EXISTING BACK—TO—BACK
b RRU MOUNT IN POSITION #2
o II (TYPICAL PER SECTOR)
N INSTALL PROPOSED FILTER
`GPS'
S�G�O� Py i
BEHIND ANTENNA POSITION #3
(ALPHA AND BETA SECTOR ONLY)
SFcT
R
? I -e
. 720• -,qJ
3 PROPOSED ANTENNA CONFIGURATION DETAIL
S-1 SCALE: N.T.S.
REV
DATE DESCRIPTION
A
05/24/16 PRELIMINARY CDs REV -A-
0
06/03/16 FINAL CDs ISSUED
1
09/22/16 REVISED ADDRESS
2
3
4
5
6
7
a
9
GOFF PROJECT NO.: 01 81 6000-1 52
DRAWN BY: CHECKED 8Y:
SS MM
1101 GREENWOOD BLVD
LAKE MARY, FL 32746
FAX (407) 771-1398
smart
1997 ANNAPOLIS EXCHANGE PKWY.
SUITE 200
ANNAPOLIS, MD 21401
PREPARED BY:
IS USA
2130 ASHLEY OAKS CIRCLE
SUITE 102
WESLEY CHAPEL, FL 33544
(FL C,994-0365
OA#3 O 05
`,,�� V P- 'fid •``
NO 72513
ATE OF a
"•.• „�
ti5,'.,.. R 1 ••.• G��w�
SEPT EMBER 22, 2016
MARC P. MAIER, PE
FL PROFESSIONAL ENGINEER LIC. # 72513
JoZo-MAYPORT
FA #10020470
1545 MAIN STREET
%TLANTIC BEACH, FL 32233
SHEEE DESCRIPTION
TOWER ELEVATION
AND ANTENNA
ORIENTATION
SHEET NUMBER
S-1
ERICSSON RRUS 32 EXISTING MOUNTING PIPE
-DIMENSIONS (H x W x D):
27.2" x 12.1" x 7.0" (INCLUDES SUNSHIELD)
-WEIGHT: 60 LBS ANTENNA
-WCS A+B BLOCKS: TX = 2350-2360 MHz
RX = 2305-2315 MHz
-CPRI 2 PORTS x 10 GBPSUNIVERSAL RRU MOUNT
20! mm _ ___ 144.5 mm f (ROSENBERG R #D215RRU)
(8 2In) (5.7 in)
12.1 am>�
Tm
- :1 L B
0 0 0 206 mm
(l1,1 in)
oI
O N
RRUW/ RRU
A2 MODULE
ti
-
� � 1'
3
N
ERI,Slo"
ru i
ti aur i u:r �
E O O
+° 144.5 mm
n
o NOTE: O O (5.7 in)
rn RRUS CAN ONLY BE NOTE:
a PAINTED ON SOLAR SHIELD. DETAIL IS DIAGRAMMATIC, CONTRACTOR
Fa ANl 1 FhfT 6
U
TO INSTALL RRU'S AND/OR RRU'S W/A2
MODULES ON RRU MOUNT BEST SUITED
FOR ANTENNA CONFIGURATION.
RRUS-32 DETAIL E15V87P73 BACK VIEW
O �1
TS -2 SCALE: N.T.S. S-2 SCALE: N.T.S.
0
n
KEYNOTE LEGEND:
1. SECTOR GROUN BAR (TYP). ANTENNA
2. COLLECTOR GRQILIND BAR.
U
3 3. NEW ANTENNA 'i
4. SINGLE PAIR FlOER & DC POWER.
m 5. JUMPER CABLE, 1/2"
" 6. PIPE MOUNT. EXISTING MOUNTING PIPE
� 7. DC POWER & FIBER TO RAYCAP UNIT.
REMOTE8. RADIO
9. D 6RAYCAPS RGE SUPPRESISOR (F APPLICABLE).
UNIVERSAL RRU MOUNT
6 6 (ROSENBERGER #D215RRU)
L 4
CL
E
i
s
3 12 AWG SOLID BARE TINNED
d COPPER (TYP)
E
N
I
12 AWG SOLID BARE
TINNED COPPER (TIP) RRU W RRU
ui
G)
A2 MODULE
C3 NOTE:
(D 12
IS DIAGRAMMATIC. CONTRACTOR
2 �2 AWG SOLID BARE TO INSTALL RRU'S AND/OR RRU'S W/A2
MODULES ON RRU MOUNT BEST SUITED
TINNED COPPER (TYP) FOR ANTENNA CONFIGURATION.
I
1. UTILIZE DOSIT AT&T GROUND BARS AND GROUNDING.
L 2. ADD GROUND IF THERE ARE INSUFFlCIENT LUG POSITIONS.
c
3. REFERENCE AT*T BONDING & GROUNDING PRACTICE TP76416.
rn
W 3 ANTENN# GROUNDING SCHEMATIC DOUBLE RRU MOUNTING DETAIL
rn S-2 SCALE: N.T.S. S-2 SCALE: N.T.S.
REV
DATE DESCRIPTION
A
05/24/16 PRELIMINARY CDs REV 'A'
0
06/03/16 FINAL CDs ISSUED
1
09/22/16 REVISED ADDRESS
2
3
4
5
6
7
8
9
GOFF PROJECT NO.: 01 81 6000-1 52
DRAWN BY: I CHECKED:BY:
1.
SS MM
1101 GREENWOOD BLVD
LAKE MARY, FL 32746
FAX (407) 771-1398
�)martlin
1997 ANNAPOLIS EXCHANGE PKWY
SUITE 200
ANNAPOLIS, MD 21401
PREPARED BY:
GIENGINEERING
2130 ASHLEY OAKS CIRCLE
SUITE 102
WESLEY CHAPEL, FL 33544
(813) 994-0365
FL COA #31705
,,�e�t,rrrrrrrr,�.
��� paG• P. 444```r.
k • No 72513
STATE OF •`
0 Na
SEPTEMBER 22, 2016
MARC P. MAIER, PE
FL PROFESSIONAL ENGINEER LIC. # 72513
i
JOZO-MAYPORT
FA #I0OZO470
1545 MAIN STREET
ATLANTIC BEACH, FL 32233
SHEET DESCRIPTION
MISCELLANEOUS
DETAILS
SHEET NUMBER
S-2
N
ANTENNA & COAX SCHEDULE
N- SCALE: N.T.S.
REV
DC / FIBER DEMARCATION BOX
RAYCAP DC FIBER DEMARCATION
3OX CABLES
NOTES
MOUNTING
HEIGHT MODEL
LENGTH PER
QTY MODEL SIZE QTY LINE
RRU
190'-0" DC6-48-60-18-
F 2 ROSENBERGER (18) PAIR FIBER TRUNK 3/8" 2 220'-0"
TMA
(6)-#8 AWG TIN NED COPPER CONDUCTORS 3/4" 4 220'-0"
ANTENNA
ANTENNA & COAX SCHEDULE
N- SCALE: N.T.S.
REV
ANTENNA AND COAX SCHEDULE
A
05/24/16 PRELIMINARY CD- REV A-
ANTENNAS
06/03/16 FINAL CDs ISSUED
CABLES
RRU
A2
DIPLEXER/FILTER
TMA
RAD
ANTENNA
APPROXI
ATE
DOWNTILT
7
LENGTH/
COLOR
9
GOFF PROJECT NO.: 01 81 6000-1 52
TWR
GRND
SS MM
MOD
MAKE
MODEL
ELEC
MECH
(QTY)
SECTOR
AZ
CENTER
(QTY)
ANTENNA
PEGS
MODEL
SIZE
(QTY)
LINE
CODE
MODEL
(QTY)
MODEL
(QTY)
(QTY)
MODEL
(QTY)
ALPHA (Al)
0°
190'-0"
ANDREW
DBXNH-6565B-R2M
1
H=73.4" x W=11.9"
x D=7.1"
LDF7-50A
1-5/8"
2
220'-0"
1 RED
CM1007-DBPXBC-002
2
E15S09P78
1
ALPHA (A2)
0
190'-0"
ANDREW
SBNHH-1D65B
1
H=72" x W=11.9'
x D=7.1"
7/4°
0°
ROSENBERGER FIBER JUMPER (DC6 TO RRU)
3/8"
2
15'-0"
2RED
RRUS-12
1
ROSENBERGER SINGLE PAIR DC CABLE (DC6TO RRU)
7/16"
2
15'-0"
2 RED
RRUS-32 B2
1
1/2" COAX JUMPER (RRU TO ANTENNA)
1/2"
6
6'-0"
2RED
ALPHA (A3}
0°
190'-0"
ANDREW
SBNHH-1D65B
1
H=72" x W=11.
" x D=7.1"
7°/4°
0°
-
-
-
ROSENBERGER FIBER JUMPER (DC6TO RRU)
3/8"
2
15'-0"
3 RED
RRUS-32
1
E15V8P73
1
ROSENBERGER SINGLE PAIR DC CABLE (DC6TO RRU)
7/16"
2
15'-0"
3 RED
RRUS-11
1
1/2" COAX JUMPER (RRU TO ANTENNA)
1/2"
2
6-0"
3 RED
1/2" COAX JUMPER (RRU TO FILTER)
1/2"
4
6'-0"
3 RED
1/2" COAX JUMPER (FILTER TO ANTENNA)
1/2"
4
6'-0"
3RED
ALPHA (A4)
0°
190'-O"
ANDREW
DBXNH-65658-R2M
1
H=73.4" x W=11.
" x D=7.1"
LDF7-50A
1-5/8"
2
220'-0"
4 RED
CM1007-DBPXBC-0021
1 2
1 E15SO9P78
1
BETA (Bl)
120°
190'-0"
ANDREW
DBXNH-6565B-R2M
1
H=73.4" x W=11.9"
x D=7.1"
LDF7-50A
1-5/8"
2
220'-0"
1 BLUE
CM1007-DBPXBC-002
2
E1SSO91`78
1
BETA (132)
120°
190'-0"
ANDREW
SBNHH-1D65B
1
H=72" x W=11.
" x D=7.1"
6°/3°
0°
ROSENBERGER FIBER JUMPER (DC6 TO RRU)
3/8"
2
15'-0"
2RED
RRUS-12
1
ROSENBERGER SINGLE PAIR DC CABLE (DC6TO RRU)
7/16"
2
15'-0"
2 RED
RRUS-32 B2
1
1/2" COAX JUMPER (RRU TO ANTENNA)
1/2"
6
6'-0"
2 RED
BETA (83)
120°
190'-0"
ANDREW
SBNHH-1D65B
1
H=72' x W=11.
" x D=7.1"
6°/3°
0°
-
-
-
ROSENBERGER FIBERJUMPER(DOSTORRU)
3/8"
2
15'-0"
3BLUE
RRUS-32
1
EISVBP73
1
ROSENBERGER SINGLE PAIR DC CABLE (DC6TO RRU)
7/16"
2
15'-0"
3BLUE
RRUS-11
1
-
1/2" COAX JUMPER (RRU TO ANTENNA)
1/2"
2
6'-0"
3 BLUE
1/2" COAX JUMPER (RRU TO FILTER)
1/2"
4
6'-0"
3 BLUE
1/2" COAX JUMPER (FILTER TO ANTENNA)
1/2"
4
6'-0"
3BLUE
BETA (64)
120°
190'-0"
ANDREW
DBXNH-6565B-R2M
1
H=73.4" x W=11.
"x D=7.1"
LDF7-50A
1-5/8"
2
220'-0"
46LUE
CM1007-DBPXBC 002
2
E15509P78
1
GAMMA (Gl)
240°
190'-0"
ANDREW
DBXNH-6565B-R2M
1
H=73.4" x W=11.9"
x D=7.1"
LDF7-50A
1-5/8"
2
220'-0"
1 GREEN
CM1007-DBPXBC-002
2
E15SO9P78
1
GAMMA (G2)
240°
190'-0"
ANDREW
SBNHH-1D65B
1
H=72" x W=11.
" x D=7.1"
6°/3°
0°
-
-
-
ROSENBERGER FIBERJUMPER (DC6TO RRU)
3/8"
2
15'-0"
2RED
RRUS-12
1
-
-
ROSENBERGER SINGLE PAIR DC CABLE (DC6TO RRU)
7/16"
2
15'-0"
2 RED
RRUS-32 B2
1
1/2" COAX JUMPER (RRU TO ANTENNA)
7./2"
6
V.O..
2RED
GAMMA (G3)
240°
190'-0"
ANDREW
SBNHH-1D65B
1
H=72" x W=11.9"
x 0=7.1"
6°/3°
0°
ROSEN BERGER FIBER JUMPER (DC6 TO RRU)
3/8"
2
15'-0"
3GREEN
RRUS-32
1
ROSENBERGER SINGLE PAIR DC CABLE (DC6TO RRU)
7/16"
2
15'-0"
3 GREEN
RRUS-11
1
1/2" COAX JUMPER (RRU TO ANTENNA)
1/2"
6
6'-0"
3GREEN
GAMMA (G4)
240°
190'-0"
ANDREW
I DBXNH-65658-R2M
1
H=73.4" x W=119"
x D=7.1"
LDF7-50A
1-5/8"
2
220'-0"
4 GREEN
CM1007-DBPXBC-002
2
E15509P78
1
*ANTENNA AND COAX INFORMATION PROVIDED FROM THE LTE WCS FILTER RFDS SHEET V2.00 D
TED 04/25/16. TOTAL 1-5/8" COAX (ACTIVE) _ 12 2640'-0" TOTAL 12 0 TOTAL 1 2 1 12 1 TOTAL 6
* CONTRACTOR TO VERIFY RF IN FO WITH CLIENT PRIOR TO CONSTRUCTION.
TOTAL FIBER JUMPER 12 1801-0"
* COAX LENGTHS ARE APPROXIMATE AND MUST BE VERIFIED PRIOR TO CONSTRUCTION.
TOTAL DC JUMPER 12 180'-0"
*ALL COAX SHALL BE COLOR CODED ATTOP AN BOTTOM JUMPER AND ATTOP OF TOWER
TOTAL 1/2" JUMPERS 44 264 -4 -
BOTTOM OF TOWER, AND INSIDE SHELTER ON MAIN COAX.
TOTAL 5/16" RET CABLES 3 660'-0"
' EACH MAIN COAX SHALL HAVE CORROSION PROOF "ID TAGS" INSTALLED INSIDE THE SHELTER
ANTENNA & COAX SCHEDULE
N- SCALE: N.T.S.
REV
DATE DESCRIPTION
A
05/24/16 PRELIMINARY CD- REV A-
0
06/03/16 FINAL CDs ISSUED
1
09/22/16 REVISED ADDRESS
2
3
4
5
6
7
8
9
GOFF PROJECT NO.: 01 81 6000-1 52
DRAWN BY: I CHECKED BY:
SS MM
at&t
1101 GREENWOOD BLVD
LAKE MARY, FL 32746
FAX (407) 771-1398
smart
1997 ANNAPOUS EXCHANGE PKWY.
SUITE 200
ANNAPOLIS, MD 21401
PREPARED BY:
9 (ENGINEERING
2130 ASHLEY OAKS CIRCLE
SUITE 102
WESLEY CHAPEL, FL 33544
(813) 994-0365
FL COA X131705
1
No 72513
�: STA -TE OF •
SEPTEMBER 22, 2016
MARC P. MAIER, PE
FL PROFESSIONAL ENGINEER LIC. # 72513
J02o-MAYPORT
FA #10020470
1545 MAIN STREET
TLANTIC BEACH, FL 32233
SHEET DESCRIPTION
ANTENNA SCHEDULE
SHEET NUMBER
AN -1