HomeMy WebLinkAboutSTAMPED PDF. VERIZON, 668453@ ATC 5110 ANGLE ROAD , FL (13255573_D1_01). AE(CD). REV0 (1) vrin
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THESE DRAWINGS AND/OR THE ACCOMPANYING Q
SPECIFICATION AS INSTRUMENTS OR SERVICE ARE THE t
AMERICAN TOW E RO EXCLUSIVE PROPERTY OF AMERICAN TOWER.THEIR USE AND
PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE
FOR WHICH THEY ARE PREPARED.ANY USE OR DISCLOSURE a
OTHER THAN THAT WHICH RELATES TO AMERICAN TOWER OR o
U
Lake Okeechobee ATC SITE NAME: ANGLE ROAD SITE LOCATION THE SPECIFIED CARRIER IS STRICTLY PROHIBITED.TITLE TO
p THESE DOCUMENTS SHALL REMAIN THE PROPERTY OF
P 3I r7l 13 each _ AMERICAN TOWER WHETHER OR NOT THE PROJECT IS
!- yy EXECUTED.NEITHER THE ARCHITECT NOR THE ENGINEER
V c3T 4f CrIS WILL BE PROVIDING ON-SITE CONSTRUCTION REVIEW OF THIS
ATC SITE NUMBER: 5110 WANGLE RD PROJECT CONTRACTOR(S)MUST VERIFY ALL DIMENSIONS
AND ADVISE AMERICAN TOWER IN ANY DISCREPANCIES.ANY
Belle Glade West Pauli Beath LATESPRIORT
VERSIONSSUANCE ON FILETHIS WITH
AMERICAN
ICANTO SUPERSEDED BY THE
VERIZON SITE NAME: ATC ANGLE ROAD LATEST VERSION ON FILE WITH AMERICAN TOWER.
Boynton Beach REV. DESCRIPTION BY DATE
I VERIZON SITE NUMBER:6 6 84 5 3 , o FOR CONSTRUCTION CWB 08/06/20
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SITE ADDRESS: 12200 W. ANGLE RD. Lift L
VICINITY MAP LOCATION MAP o
FORT PIERCE, FL 34945 0
ATC SITE NUMBER:
5110
VERIZON ATC SITE NAME:
ANTENNA AMENDMENT DRAWINGS ANGLE ROAD
VERIZON SITE NAME:
COMPLIANCE CODE PROJECT SUMMARY PROJECT DESCRIPTION SHEET INDEX ATC ANGLE ROAD
SITE ADDRESS:
SHEET
ALL WORK SHALL BE PERFORMED AND MATERIALS INSTALLED SITE ADDRESS: THE PROPOSED PROJECT INCLUDES MODIFYING GROUND BASED NO: DESCRIPTION: REV: DATE: BY: 12200 W.ANGLE RD.
IN ACCORDANCE WITH THE CURRENT EDITIONS OF THE AND TOWER MOUNTED EQUIPMENT AS INDICATED PER BELOW: FORT PIERCE,FL 34945
FOLLOWING CODES AS ADOPTED BY THE LOCAL 12200 W.ANGLE RD.
GOVERNMENT AUTHORITIES. NOTHING IN THESE PLANS IS INSTALL(1)EW52 HYBRID CABLE(s) G-001 TITLE SHEET 0 08I06/20 CWB SEAL: 5 11
TO BE CONSTRUED TO PERMIT WORK NOT CONFORMING TO FORT PIERCE,FL 34945 EXISTING(1)DISH(s)AND(1)EW52 HYBRID CABLE TO REMAIN G-002 GENERAL NOTES 0 08/06/20 CWB
THESE CODES. COUNTY:ST.LUCIE ,,\\ I L ETC
C-101 DETAILED SITE PLAN 0 08/06/20 CWB \\\ O E N
1. 2017 FLORIDA BUILDING CODE 6TH EDITION GEOGRAPHIC COORDINATES:
2. LOCAL BUILDING CODE \ G
C-201 TOWER ELEVATION 0 08/06/20 CWB V
3. ANSI/TIA-222-G-2-2009 LATITUDE:27.47083473 = 03
4. 6TH EDITION FLORIDA FIRE PREVENTION CODE(NFPA 70) LONGITUDE:-80.45096588 C-401 ANTENNA INFORMATION&SCHEDULE 0 08/06/20 CWB 118• r
5. 2014 NATIONAL ELECTRICAL CODE GROUND ELEVATION:23'AMSL y * r
6. CITY/COUNTY ORDINANCES
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PROJECT TEAM PROJECT NOTES rietOle' 19:27:15 04'00'
TOWER OWNER: APPLICANT: 1. THE FACILITY IS UNMANNED.
2. A TECHNICIAN WILL VISIT THE SITE APPROXIMATELY ONCE
AMERICAN TOWER VERIZON WIRELESS A MONTH FOR ROUTINE INSPECTION AND MAINTENANCE. verizonk/
10 PRESIDENTIAL WAY 3. THE PROJECT WILL NOT RESULT IN ANY SIGNIFICANT LAND
WOBURN,MA 01801 DISTURBANCE OR EFFECT OF STORM WATER DRAINAGE.
UTILITY COMPANIES 4. NO SANITARY SEWER,POTABLE WATER OR TRASH
ENGINEER: DISPOSAL IS REQUIRED.
POWER COMPANY:FLORIDA POWER&LIGHT 5. HANDICAP ACCESS IS NOT REQUIRED. DATE DRAWN: 08/06/20
PHONE:(800)226-3545 ATC TOWER SERVICES,LLC ATC JOB NO: 13255573_D1
3500 REGENCY PKWY STE 100
TELEPHONE COMPANY:CENTURYLINK CARY,NC 27518 PROJECT LOCATION DIRECTIONS CUSTOMER ID: ATC ANGLE ROAD
PHONE:(800)366-8201 CUSTOMER#: 668453
PROPERTY OWNER:
INDRIO HOLDINGS LLC
1 BEACH,FL 32966 FROM 1-95 AT EXIT#131 TRAVEL WEST ON SR-68 FOR 0.2
VER TITLE SHEET
TENTHS OF A MILE.TURN RIGHT(NORTH)ONTO SR-713 NORTH
KINGS HWY.AND TRAVEL 1.5 MILES.THEN TURN LEFT(WEST)
ONTO CR-607A(W.ANGLE ROAD)AND TRAVEL 2.9 MILES AND
TURN RIGHT(NORTH)ONTO ACCESS ROAD.PASS THROUGH
Know what's below. GATE AND FOLLOW DIRT ACCESS ROAD BACK TO SITE. SHEET NUMBER: REVISION:
Call before you dig. G-001 0
GENERAL CONSTRUCTION NOTES: 22. PRIOR TO SUBMISSION OF BID,CONTRACTOR SHALL COORDINATE WITH VERIZON REP
TO DETERMINE IF ANY PERMITS WILL BE OBTAINED BY CONTRACTOR.ALL REQUIRED
PERMITS NOT OBTAINED BY VERIZON MUST BE OBTAINED,AND PAID FOR,BY THE ai
1. OWNER FURNISHED MATERIALS,VERIZON"THE COMPANY"WILL PROVIDE AND THE CONTRACTOR.
CONTRACTOR WILL INSTALL of
N
A. BTS EQUIPMENT FRAME(PLATFORM)AND ICEBRIDGE SHELTER(GROUND 23. CONTRACTOR SHALL INSTALL ALL SITE SIGNAGE IN ACCORDANCE WITH VERIZON m
BUILD/CO-LOCATE ONLY) SPECIFICATIONS AND REQUIREMENTS.
B. ACITELCO INTERFACE BOX(PPC) AMERICAN TOWER®
C. ICE BRIDGE(CABLE TRAY WITH COVER)(GROUND BUILD/CO-LOCATE ONLY,GC 24. CONTRACTOR SHALL SUBMIT ALL SHOP DRAWINGS TO VERIZON FOR REVIEW AND Q
TO FURNISH AND INSTALL FOR ROOFTOP INSTALLATION) APPROVAL PRIOR TO FABRICATION.
ATC TOWER SERVICES,LLC J
D. TOWERS,MONOPOLES
3500 REGENCY PARKWAY
E. TOWER LIGHTING SUITE 100 d
F. GENERATORS&LIQUID PROPANE TANK 25. ALL EQUIPMENT SHALL BE INSTALLED ACCORDING MANUFACTURER'S -
SPECIFICATIONS AND LOCATED ACCORDING TO VERIZON SPECIFICATIONS,AND AS CARP,NC 27518 v
G. ANTENNA STANDARD BRACKETS,FRAMES AND PIPES FOR MOUNTING SHOWN IN THESE PLANS. PHONE:(919)468-0112 Q
H. ANTENNAS(INSTALLED BY OTHERS) p
I. TRANSMISSION LINE COA:9053 N
26. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE PROJECT DESCRIBED HEREIN. p
J. TRANSMISSION LINE JUMPERS THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL THE CONSTRUCTION N
K. TRANSMISSION LINE CONNECTORS WITH WEATHERPROOFING KITS MEANS,METHODS,TECHNIQUES,SEQUENCES AND PROCEDURES AND FOR THESE DRAWINGS AND/OR THE ACCOMPANYING
L. TRANSMISSION LINE GROUND KITS COORDINATING ALL PORTIONS OF THE WORK UNDER THE CONTRACT. SPECIFICATION AS INSTRUMENTS OR SERVICE ARE THE t
EXCLUSIVE PROPERTY OF AMERICAN TOWER.THEIR USE AND
M. HANGERS
PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE
N. HOISTING GRIPS 27. CONTRACTOR SHALL NOTIFY VERIZON REP A MINIMUM OF 48 HOURS IN ADVANCE OF FOR WHICH THEY ARE PREPARED.ANY USE OR DISCLOSURE a
0. BTS EQUIPMENT OTHER THAN THAT WHICH RELATES TO AMERICAN TOWER OR 0
POURING CONCRETE OR BACKFILLING ANY UNDERGROUND UTILITIES,FOUNDATIONS OR C)THE SPECIFIED CARRIER IS STRICTLY PROHIBITED.TITLE TO
SEALING ANY WALL,FLOOR OR ROOF PENETRATIONS FOR ENGINEERING REVIEW AND THESE DOCUMENTS SHALL REMAIN THE PROPERTY OF
2. THE CONTRACTOR IS RESPONSIBLE TO PROVIDE ALL OTHER MATERIALS FOR THE APPROVAL. AMERICAN TOWER WHETHER OR NOT THE PROJECT IS
COMPLETE INSTALLATION OF THE SITE INCLUDING,BUT NOT LIMITED TO,SUCH EXECUTED.NEITHER THE ARCHITECT NOR THE ENGINEER
MATERIALS AS FENCING,STRUCTURAL STEEL SUPPORTING SUB-FRAME FOR PLATFORM, 28. CONTRACTOR SHALL BE RESPONSIBLE FOR SITE SAFETY INCLUDING COMPLIANCE WITH WILL BE PROVIDING ON-SITE CONSTRUCTION REVIEW OF THIS
ROOFING LABOR AND MATERIALS,GROUNDING RINGS,GROUNDING WIRES, ALL APPLICABLE OSHA STANDARDS AND RECOMMENDATIONS AND SHALL PROVIDE ALL PROJECT.CONTRACTOR(S)MUST VERIFY ALL DIMENSIONS
COPPER-CLAD OR XIT CHEMICAL GROUND ROD(S),BUSS BARS,TRANSFORMERS AND AND ADVISE AMERICAN TOWER OF ANY DISCREPANCIES.ANY
NECESSARY SAFETY DEVICES INCLUDING PPE AND PPM AND CONSTRUCTION DEVICES
DISCONNECT SWITCHES WHERE APPLICABLE,TEMPORARY ELECTRICAL POWER, SUCH AS WELDING AND FIRE PREVENTION,TEMPORARY SHORING,SCAFFOLDING, PRIOR ISSUANCE OF THIS DRAWING IS SUPERSEDED BY THE
CONDUIT,LANDSCAPING COMPOUND STONE,CRANES,CORE DRILLING,SLEEPERS AND TRENCH BOXES/SLOPING,BARRIERS,ETC. LATEST VERSION ON FILE WITH AMERICAN TOWER.
RUBBER MATTING,REBAR,CONCRETE CAISSONS, PADS AND/OR AUGER MOUNTS,
MISCELLANEOUS FASTENERS,CABLE TRAYS,NON-STANDARD ANTENNA FRAMES AND REV. DESCRIPTION BY DATE
ALL OTHER MATERIAL AND LABOR REQUIRED TO COMPLETE THE JOB ACCORDING TO 29. THE CONTRACTOR SHALL PROTECT AT HIS OWN EXPENSE,ALL EXISTING FACILITIES AND
THE DRAWINGS AND SPECIFICATIONS.IT IS THE POSITION OF VERIZON TO APPLY FOR SUCH OF HIS NEW WORK LIABLE TO INJURY DURING THE CONSTRUCTION PERIOD.ANY FOR CONSTRUCTION CWB 08/06/20
PERMITTING AND CONTRACTOR RESPONSIBLE FOR PICKUP AND PAYMENT OF REQUIRED DAMAGE CAUSED BY NEGLECT ON THE PART OF THIS CONTRACTOR OR HIS
PERMITS. REPRESENTATIVES,OR BY THE ELEMENTS DUE TO NEGLECT ON THE PART OF THIS
CONTRACTOR OR HIS REPRESENTATIVES,EITHER TO THE EXISTING WORK,OR TO HIS
3. ALL WORK SHALL CONFORM TO ALL CURRENT APPLICABLE FEDERAL,STATE,AND LOCAL WORK OR THE WORK OF ANY OTHER CONTRACTOR,SHALL BE REPAIRED AT HISEXPENSE TO THE OWNER'S SATISFACTION.
CODES,INCLUDING ANSI/EIA/TIA-222,AND COMPLY WITH ATC CONSTRUCTION
SPECIFICATIONS.
30. ALL WORK SHALL BE INSTALLED IN A FIRST CLASS,NEAT AND WORKMANLIKE MANNER
BY MECHANICS SKILLED IN THE TRADE INVOLVED.THE QUALITY OF WORKMANSHIP
4. CONTRACTOR SHALL CONTACT LOCAL 811 FOR IDENTIFICATION OF UNDERGROUND SHALL BE SUBJECT TO THE APPROVAL OF THE VERIZON REP.ANY WORK FOUND BY
UTILITIES PRIOR TO START OF CONSTRUCTION. THE VERIZON REP TO BE OF INFERIOR QUALITY AND/OR WORKMANSHIP SHALL BE ATC SITE NUMBER:
REPLACED AND/OR REWORKED AT CONTRACTOR EXPENSE UNTIL APPROVAL IS 5110
5. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL REQUIRED OBTAINED.
INSPECTIONS.
ATC SITE NAME:
31. IN ORDER TO ESTABLISH STANDARDS OF QUALITY AND PERFORMANCE,ALL TYPES OF
6. ALL DIMENSIONS TO,OF,AND ON EXISTING BUILDINGS,DRAINAGE STRUCTURES,AND MATERIALS LISTED HEREINAFTER BY MANUFACTURER'S NAMES AND/OR ANGLE ROAD
SITE IMPROVEMENTS SHALL BE VERIFIED IN FIELD BY CONTRACTOR WITH ALL MANUFACTURER'S CATALOG NUMBER SHALL BE PROVIDED BY THESE MANUFACTURERS
DISCREPANCIES REPORTED TO THE ENGINEER. AS SPECIFIED.
VERIZON SITE NAME:
7. DO NOT CHANGE SIZE OR SPACING OF STRUCTURAL ELEMENTS. 32. VERIZON FURNISHED EQUIPMENT SHALL BE PICKED-UP AT THE VERIZON WAREHOUSE, ATC ANGLE(� ROAD
NO LATER THAN 48HR AFTER BEING NOTIFIED INSURED,STORED,UNCRATE,PROTECTED
AND INSTALLED BY THE CONTRACTOR WITH ALL APPURTENANCES REQUIRED TO PLACE SITE ADDRESS:
8. DETAILS SHOWN ARE TYPICAL;SIMILAR DETAILS APPLY TO SIMILAR CONDITIONS UNLESS THE EQUIPMENT IN OPERATION,READY FOR USE.THE CONTRACTOR SHALL BE
OTHERWISE NOTED. RESPONSIBLE FOR THE EQUIPMENT AFTER PICKING IT UP. 12200 W.ANGLE RD.
FORT PIERCE,FL 34945
9. THESE DRAWINGS DO NOT INCLUDE NECESSARY COMPONENTS FOR CONSTRUCTION 33. VERIZON OR HIS ARCHITECT/ENGINEER RESERVES THE RIGHT TO REJECT ANY
SAFETY WHICH SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. EQUIPMENT OR MATERIALS WHICH,IN HIS OWN OPINION ARE NOT IN COMPLIANCE WITH SEAL:
THE CONTRACT DOCUMENTS,EITHER BEFORE OR AFTER INSTALLATION AND THE
10. CONTRACTOR SHALL BRACE STRUCTURES UNTIL ALL STRUCTURAL ELEMENTS NEEDED EQUIPMENT SHALL BE REPLACED WITH EQUIPMENT CONFORMING TO THE ` C}C
FOR STABILITY ARE INSTALLED.THESE ELEMENTS ARE AS FOLLOWS:LATERAL BRACING, REQUIREMENTS OF THE CONTRACT DOCUMENTS BY THE CONTRACTOR AT NO COST TO \�` { �• I
VERIZON OR THEIR ARCHITECT/ENGINEER. \ L G
ANCHOR BOLTS,ETC. N O� N
11. CONTRACTOR SHALL DETERMINE EXACT LOCATION OF EXISTING UTILITIES,GROUNDS SPECIAL CONSTRUCTION N co
DRAINS,DRAIN PIPES,VENTS,ETC.BEFORE COMMENCING WORK. J
ANTENNA INSTALLATION NOTES: y
12. INCORRECTLY FABRICATED,DAMAGED,OR OTHERWISE MISFITTING OR ,�� 148. �a
NONCONFORMING MATERIALS OR CONDITIONS SHALL BE REPORTED TO THE VERIZON 1. WORK INCLUDED:
REP PRIOR TO REMEDIAL OR CORRECTIVE ACTION.ANY SUCH REMEDIAL ACTION SHALL
REQUIRE WRITTEN APPROVAL BY THE VERIZON REP PRIOR TO PROCEEDING. A. ANTENNA AND COAXIAL CABLES ARE FURNISHED BY VERIZON UNDER A g l O 1
SEPARATE CONTRACT.THE CONTRACTOR SHALL ASSIST ANTENNA ✓
13. EACH CONTRACTOR SHALL COOPERATE WITH THE VERIZON REP,AND COORDINATE HIS INSTALLATION CONTRACTOR IN TERMS OD COORDINATION AND SITE ACCESS.
WORK WITH THE WORK OF OTHERS. ERECTION SUBCONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF I� O,� ✓��QR1O� A� ��
PERSONNEL AND
14. CONTRACTOR SHALL REPAIR ANY DAMAGE CAUSED BY CONSTRUCTION OF THIS �ON��
PROJECT TO MATCH EXISTING PRE-CONSTRUCTION CONDITIONS TO THE SATISFACTION B. INSTALL ANTENNA AS INDICATE ON DRAWINGS AND VERIZON SPECIFICATIONS.
OF THE VERIZON CONSTRUCTION MANAGER.
15. ALL CABLE/CONDUIT ENTRY/EXIT PORTS SHALL BE WEATHERPROOFED DURING C. INSTALL GALVANIZED STEEL ANTENNA MOUNTS AS INDICATED ON DRAWINGS
INSTALLATION USING A SILICONE SEALANT.
D. INSTALL FURNISHED GALVANIZED STEEL OR ALUMINUM WAVEGUIDE. verizom
16. WHERE EXISTING CONDITIONS DO NOT MATCH THOSE SHOWN IN THIS PLAN SET,
CONTRACTOR SHALL NOTIFY THE VERIZON REP AND ENGINEER OF RECORD E. CONTRACTOR SHALL PROVIDE FOUR(4)SETS OF SWEEP TESTS USING
IMMEDIATELY. ANRITZU-PACKARD 8713B RF SCALAR NETWORK ANALYZER.SUBMIT FREQUENCY
DOMAIN REFLECTOMETER(FDR)TESTS RESULTS TO THE PROJECT MANAGER.
17. CONTRACTOR SHALL ENSURE ALL SUBCONTRACTORS ARE PROVIDED WITH A COMPLETE SWEEP TESTS SHALL BE AS PER ATTACHED RFS"MINIMUM FIELD TESTING DATE DRAWN: 08/06/20
RECOMMENDED FOR ANTENNA AND HELIAX COAXIAL CABLE SYSTEMS"DATED
AND CURRENT SET OF DRAWINGS AND SPECIFICATIONS FOR THIS PROJECT. 10/5/93.TESTING SHALL BE PERFORMED BY AN INDEPENDENT TESTING SERVICE
ATC JOB NO: 13255573_D1
AND BE BOUND AND SUBMITTED WITHIN ONE WEEK OF WORK COMPLETION.
18. CONTRACTOR SHALL REMOVE ALL RUBBISH AND DEBRIS FROM THE SITE AT THE END OF ALL DISCREPANCIES FROM WHAT IS SHOWN ON THESE CUSTOMER ID: ATC ANGLE ROAD
EACH DAY. F. INSTALL COAXIAL CABLES AND TERMINATING BETWEEN ANTENNAS AND CONSTRUCTION DRAWINGS SHALL BE COMMUNICATED TO ATC
EQUIPMENT PER MANUFACTURER'S RECOMMENDATIONS.WEATHERPROOF ALL ENGINEERING IMMEDIATELY FOR CORRECTION OR RE-DESIGN. CUSTOMER#: 668453
19. CONTRACTOR SHALL COORDINATE WORK SCHEDULE WITH AMERICAN TOWER CONNECTIONS BETWEEN THE ANTENNA AND EQUIPMENT PER MANUFACTURER'S FAILURE TO COMMUNICATE DIRECTLY WITH ATC ENGINEERING OR
CORPORATION(ATC)AND TAKE PRECAUTIONS TO MINIMIZE IMPACT AND DISRUPTION OF REQUIREMENTS.TERMINATE ALL COAXIAL CABLE THREE(3)FEET IN EXCESS OF ANY CHANGES FROM THE DESIGN CONDUCTED WITHOUT PRIOR
OTHER OCCUPANTS OF THE FACILITY. ENTRY PORT LOCATION UNLESS OTHERWISE STATED. APPROVAL FROM ATC ENGINEERING SHALL BE THE SOLE TES
RESPONSIBILITY OF THE GENERAL CONTRACTOR. G ENE /\L N O
20. CONTRACTOR SHALL FURNISH VERIZON AND AMERICAN TOWER CORPORATION(ATC) G. ANTENNA AND COAXIAL CABLE GROUNDING: R/-1
WITH A PDF MARKED UP AS-BUILT SET OF DRAWINGS UPON COMPLETION OF WORK.
2. ALL EXTERIOR#6 GREED GROUND WIRE"DAISY CHAIN"CONNECTIONS ARE TO BE
21. PRIOR TO SUBMISSION OF BID,CONTRACTOR SHALL COORDINATE WITH VERIZON REP WEATHER SEALED WITH RFS CONNECTORS/SPLICE WEATHERPROOFING KIT#221213 OR
TO DETERMINE WHAT,IF ANY,ITEMS WILL BE PROVIDED.ALL ITEMS NOT PROVIDED EQUAL. SHEET NUMBER: REVISION:
SHALL BE PROVIDED AND INSTALLED BY THE CONTRACTOR.CONTRACTOR WILL INSTALL /'� ^
ALL ITEMS PROVIDED. 3. ALL COAXIAL CABLE GROUNDING KITS ARE TO BE INSTALLED ON STRAIGHT RUNS OF I v'_O O L/ O
COAXIAL CABLE(NOT WITHIN BENDS)
SITE PLAN NOTES: 6
1. THIS SITE PLAN REPRESENTS THE BEST PRESENT KNOWLEDGE AVAILABLE TO THE
ENGINEER AT THE TIME OF THIS DESIGN.THE CONTRACTOR SHALL VISIT THE SITE
PRIOR TO CONSTRUCTION AND VERIFY ALL EXISTING CONDITIONS RELATED TO
THE SCOPE OF WORK FOR THIS PROJECT. D o
ATS
2. ICE BRIDGE,CABLE LADDER,COAX PORT,AND COAX CABLE ARE SHOWN FOR AMERICAN TOWER® a
REFERENCE ONLY. CONTRACTOR SHALL CONFIRM THE EXACT LOCATION OF ALL ATC TOWER SERVICES,LLC v
PROPOSED AND EXISTING EQUIPMENT AND STRUCTURES DEPICTED ON THIS
PLAN.BEFORE UTILIZING EXISTING CABLE SUPPORTS,COAX PORTS,INSTALLING 1 1'-6" X 25'-3" 3500 REGENCY PARKWAY a
00
NEW PORTS OR ANY OTHER EQUIPMENT,CONTRACTOR SHALL VERIFY ALL SHELTER SUITE 1 CARY,NC 27518
518
ASPECTS OF THE COMPONENTS MEET THE ATC SPECIFICATIONS.
PHONE:(919)468-0112 ¢
3. THIS PROJECT INCLUDES NO INSTALL OR MODIFICATION AT GRADE. COA:9053 0
N
G DIG N
THESE DRAWINGS AND/OR THE ACCOMPANYING Q
SPECIFICATION AS INSTRUMENTS OR SERVICE ARE THE t
Li LEGEND M D T EXCLUSIVE PROPERTY OF AMERICAN TOWER.THEIR USE AND .2)ATS T A S PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE j
/-//-/ FOR WHICH THEY ARE PREPARED.ANY USE OR DISCLOSURE oa
® GROUNDING TEST WELL o OTHER THAN THAT WHICHRELATESTO AMERICANTOWEROR co)THE SPECIFIED CARRIER IS STRICTLY PROHIBITED.TITLE TO
ATS AUTOMATIC TRANSFER SWITCH THESE DOCUMENTS SHALL REMAIN THE PROPERTY OF
B BOLLARD B B 3'-0" X 7-8' AMERICAN TOWER WHETHER OR NOT THE PROJECT IS
GEN. PAD & EXECUTED.NEITHER THE ARCHITECT NOR THE ENGINEER
CSC CELL SITE CABINET I GRAVEL UNDERBELLY TANK WILL BE PROVIDING ON-SITE CONSTRUCTION REVIEW OF THIS
PROJECT.CONTRACTOR(S)MUST VERIFY ALL DIMENSIONS
D DISCONNECT SURFACE
�� AND ADVISE AMERICAN TOWER OF ANY DISCREPANCIES.ANY
E ELECTRICAL PRIOR ISSUANCE OF THIS DRAWING IS SUPERSEDED BY THE
F FIBER LATEST VERSION ON FILE WITH AMERICAN TOWER.
GEN GENERATOR —
G GENERATOR RECEPTACAL I B \ ' REV. DESCRIPTION BY DATE
i
HH,V HAND HOLE,VAULT 0� FOR CONSTRUCTION CWB 08/06/20
IB ICE BRIDGE
K KENTROX BOX I ® 10' NO SPARK
T 8'-0" X 14'—1" BUFFER ZONE
LC LIGHTING CONTROL CON. PAD \
M METER MAD ,• 1
PB PULL BOX I. • 0
PP POWER POLE I a° a
G ATC SITE NUMBER:
T TELCO
TRN TRANSFORMER HH 5110
CHAINLINK FENCE I VE81ZON \ SELF SUPPORT ATC SITE NAME:
8'-0" X TOWER ?
13'-3" ;•,° ANGLE ROAD
GEN. PAD VERIZON SITE NAME:
ATC ANGLE ROAD
SITE ADDRESS:
10' X 17'•
IB CON. PAD . 12200 W.ANGLE RD.
FORT PIERCE,FL 34945
SEAL:
(ABANDONED) F
5' x 11 �♦ O GINS
GEN. PAD PROPOSED(1)EW52 HYBRID CABLE V j
(ROUTED PER TOWER NOTE 2) co
B (REFER TO PROPOSED CABLE LENGTH
NOTE ON THIS PAGE) 148• * r
EXISTING (1) EW52 HYBRID CABLE
7 0' NO SPARK I T (TO REMAIN)
BUFFER ZONE — — —— _ — —— —— — ✓
(264 SQ. FT.) �' � 1B D IJ1/ DIC F�0R10P
G O�
/ I \ VERIZON G '�/ FS `r� ♦`
11'-8" x 20'-0" D �1ONAV
VERIZON SHELTER W/
500 GAL. \ 12' X 20' M Ulf
LPG TANK I GROUND SPACE
ON A
5'
PROPOSED CABLE LENGTH: verizon%l
X 10' 1 I O
1. ESTIMATED LENGTH OF PROPOSED CABLE IS 135'. CON. PAD & 1 I 1 _____x_______x_______%______%____ ®X
ESTIMATED LENGTH OF CABLE WAS PROVIDED BY GROUND SPACE
CUSTOMER OR CALCULATED BY ADDING THE RAID
CENTER AND THE DISTANCE FROM THE SHELTER i DATE DRAWN: 08/06/20
ENTRY PLATE TO THE TOWER(ALONG THE ICE �\ /� ATC JOB NO: 13255573_D1
BRIDGE)AND A SAFETY FACTOR MEASUREMENT OF
15%(OF THE TWO PREVIOUS VALUES),CDS DEFER CUSTOMER ID: ATC ANGLE ROAD
TO GREATEST CABLE LENGTH. __/ CUSTOMER#: 668453
2. ROUTE PROPOSED CABLES ALONG SAME PATH AS
EXISTING CABLES AND IN ACCORDANCE WITH
STRUCTURAL ANALYSIS.WHERE POSSIBLE UTILIZE
EXISTING CABLE SUPPORT STRUCTURES AS DETAILED SITE PLAN DETAILED SITE PLAN
PROVIDED FOR CARRIER TO ADEQUATELY SECURE I
CABLES,USING EITHER APPROPRIATELY SIZED
STAINLESS STEEL SNAP-INS OR MOUNTING 0 10' 20' N
HARDWARE AND BRACKETS AS SPECIFIED BY CABLE
MANUFACTURER.OTHERWISE,ATTACH CABLES TO SHEET NUMBER: REVISION:
HORIZONTAL OR DIAGONAL TOWER MEMBERS r
USING PROPOSED STAINLESS STEEL ADAPTERS(DO SCALE:1"=10'(11X17) V�101 0
NOT ATTACH TO TOWER LEG). 1"=5'(22X34)
L
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AMERICAN TOWER® a
TOP OF EXISTING ATC TOWER SERVICES,LLC v
OL HIGHEST APPURTENANCE
ELEV. 303' 3500 REGENCY PARKWAY
SUITE 100 D.
OL TOP OF EXISTING TOWER CARY,NC 27518 F
ELEV. 300' PHONE:(919)468-0112 ¢
EXISTING VERIZON ANTENNAS COA:9053 N
RAD CENTER @ 294' o
N
THESE DRAWINGS AND/OR THE ACCOMPANYING Q
SPECIFICATION AS INSTRUMENTS OR SERVICE ARE THE t
EXCLUSIVE PROPERTY OF AMERICAN TOWER.THEIR USE AND m
EXISTING, CARRIER ANTENNAS PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITEtin
RAD CENTER @ 27S' FOR WHICH THEY ARE PREPARED.ANY USE OR DISCLOSURE CL
OTHER THAN THAT WHICH RELATES TO AMERICAN TOWER OR U
THE SPECIFIED CARRIER IS STRICTLY PROHIBITED.TITLE TO
THESE DOCUMENTS SHALL REMAIN THE PROPERTY OF
AMERICAN TOWER WHETHER OR NOT THE PROJECT IS
EXECUTED.NEITHER THE ARCHITECT NOR THE ENGINEER
WILL BE PROVIDING ON-SITE CONSTRUCTION REVIEW OF THIS
EXISTING VERIZON ANTENNAS PROJECT.CONTRACTOR(S)MUST VERIFY ALL DIMENSIONS
RAD CENTER @ 2S 7 AND ADVISE AMERICAN TOWER OF ANY DISCREPANCIES.ANY
PRIOR ISSUANCE OF THIS DRAWING IS SUPERSEDED BY THE
LATEST VERSION ON FILE WITH AMERICAN TOWER.
REV. DESCRIPTION BY DATE
0o FOR CONSTRUCTION CWB 08/06/20
0
0
0
0
ATC SITE NUMBER:
EXISTING CARRIER ANTENNAS 5110
RAD CENTER @ 19 7'
ATC SITE NAME:
EXISTING CARRIER ANTENNAS
RAD CEN ER @780 ANGLE ROAD
VERIZON SITE NAME:
ATC ANGLE ROAD
SITE ADDRESS:
12200 W.ANGLE RD.
FORT PIERCE,FL 34945
SEAL:
EXISTING VERIZON ANTENNAS
RAD CENTER @ 736' `,,C '�,1.E rC�
RAD EXISTING
CEN ER VERIZON @ 722 ANTENNAS ���0( �G N$�. �,Q /�i
EXISTING VERIZON ANTENNAS
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(n RAD CENTER @ 710' ` 148. * r
2 XISTING VERIZON VVJJ \\ EXISTING VERIZON ANTENNAS
C-40 C-40 EQUIPMENT RAD CENTER @ 109' TOWER NOTE:
EXISTING VERIZON ANTENNAS � 1. IT IS THE CONTRACTOR'S RESPONSIBILITY TO i 50 1
CONFIRM WITH THE AMERICAN TOWER J gT
RAD CENTER @ 7 07' ✓
EXISTING VERIZON ANTENNAS CONSTRUCTION MANAGER THAT THEY HAVE THE
RAD CENTER @ 96' MOST RECENT VERSION OF THE STRUCTURAL
ANALYSIS BEFORE COMMENCING WORK. �� �OR\EXISTING AND PROPOSED TOWER
APPURTENANCES,MOUNTS,AND ANTENNAS ARE � IONA,'
SHOWN BASED ON THE STRUCTURAL ANALYSIS.
2. ROUTE PROPOSED CABLES ALONG SAME PATH
AS EXISTING CABLES AND IN ACCORDANCE WITH ■
STRUCTURAL ANALYSIS.WHERE POSSIBLE verizon,
UTILIZE EXISTING CABLE SUPPORT STRUCTURES
AS PROVIDED FOR CARRIER TO ADEQUATELY
SECURE CABLES,USING EITHER
APPROPRIATELY SIZED STAINLESS STEEL
SNAP-INS OR MOUNTING HARDWARE AND DATE DRAWN: 08/06/20
EXISTING TOWER BRACKETS AS SPECIFIED BY CABLE
MANUFACTURER.OTHERWISE,ATTACH CABLES ATC JOB NO: 13255573_D1
TO HORIZONTAL OR DIAGONAL TOWER MEMBERS CUSTOMER ID: ATC ANGLE ROAD
USING PROPOSED STAINLESS STEEL ADAPTERS
(DO NOT ATTACH TO TOWER LEG). CUSTOMER#: 668453
3. TOWER ELEVATIONS ARE MEASURED FROM TOP
OF BASE PLATE TO MATCH STRUCTURAL
ANALYSIS.ELEVATIONS DO NOT REFLECT TRUE
EXISTING TOP ABOVE GROUND LEVEL(A.G.L.) TOWER ELEVATION
OF BASE PLATE
SHEET NUMBER: REVISION:
TOWER ELEVATION
SCALE:N.T.S. C 2 0 1 0
L
EXISTING DISH ANTENNA
EXISTING TOWER (REFER TO CHART FOR AMEMCAN TOWER® a
DETAILED INFORMATION)
ATC TOWER SERVICES,LLC v
EXISTING TOWER 3500 REGENCY PARKWAY
EXISTING PIPE MOUNT KIT SUITE 100a
CARY,NC 27518 F
PHONE:(919)468-0112 ¢
COA:9053 N
0
N
EXISTING UHX6-591L MICROWAVE DISH THESE DRAWINGS AND/OR THE ACCOMPANYING Q
(MOUNT PER MANUFACTURER'S SPECS) AZ SPECIFICATION AS INSTRUMENTS OR SERVICE ARE THE t
EXCLUSIVE PROPERTY OF ALPNF PUBLICATION SHALL BEREST AMERICAN R CTE T O TOWER.
ORIGINAL S D SITE
FOR WHICH THEY ARE PREPARED.ANY USE OR DISCLOSURE a
D/ OTHER THAN THAT WHICH RELATES TO AMERICAN TOWER OR 8
U
THE SPECIFIED CARRIER IS STRICTLY PROHIBITED.TITLE TO
THESE DOCUMENTS SHALL REMAIN THE PROPERTY OF
AMERICAN TOWER WHETHER OR NOT THE PROJECT IS
EXECUTED.NEITHER THE ARCHITECT NOR THE ENGINEER
WILL BE PROVIDING ON-SITE CONSTRUCTION REVIEW OF THIS
�L PROJECT.CONTRACTOR(S)MUST VERIFY ALL DIMENSIONS
O O EXISTING CARRIER ANTENNAS /� AND ADVISE AMERICAN TOWER OF ANY DISCREPANCIES.ANY
RAD CENTER @ 11O PRIOR ISSUANCE OF THIS DRAWING IS SUPERSEDED BY THE
O O LATEST VERSION ON FILE WITH AMERICAN TOWER.
REV. DESCRIPTION BY DATE
0o FOR CONSTRUCTION CWB 08/06/20
0
0
0
0
ATC SITE NUMBER:
PROPOSEDJUMPER
5110
EXISTING MOUNTING PIPE ATC SITE NAME:
ANGLE ROAD
PROPOSED(1)EW52 HYBRID CABLE VERIZON SITE NAME:
ELEVATION VIEW ATC ANGLE ROAD
USE APPROPRIATELY SIZED CLAMP,LISTED AND SUITABLE FOR THE APPLICATION, SITE ADDRESS:
TO ADEQUATELY SECURE CABLE ALONG ROUTE.
ATTACH TO EXISTING WAVEGUIDE LADDER WHERE AVAILABLE 12200 W.ANGLE RD.
OR TO HORIZONTAL OR DIAGONAL TOWER MEMBERS USING PROPOSED ADAPTER PLAN VIEW FORT PIERCE,FL 34945
(FOR ROUND MEMBER:ATTACH USING HOSE CLAMP,COMMSCOPE STS3 SERIES SEAL:
AND MOUNT TO TOWER WITH STAND-OFF,COMMSCOPE PART#SA-38)
(FOR ANGLE MEMBER:ATTACH USING ANGLE ADAPTOR COMMSCOPE PART# 243684) \\\ F L E r
EXISTING MICROWAVE DISH DETAIL � DENS
EXISTING MICROWAVE DISH MOUNTING DETAIL �� V �� F
SCALE:NOT TO SCALE 2 N y
SCALE:NOT TO SCALE
po. 1 ,�
50
FL OR\
PROPOSED ANTENNA AND RE EQUIPMENT SCHEDULE '!/���S�IQNA,•��```
LOCATION ANTENNA SUMMARY NON ANTENNA SUMMARY PROPOSED CABLING SUMMARY
SECTOR RAD AZ POS MODELNUMBER STATUS POS MODELNUMBER STATUS COAX/ELLIPTICAL STATUS
D1 110' 250.7° 1 UHX6-59/L RMN - - - (1)EW52 ADD verizomIII
NOTES
1. BASED ON APPROVED ATC APPLICATION 13255573,DATED 07/08/20.CONFIRM WITH VERIZON REP FOR APPLICABLE UPDATES/REVISIONS AND MOST
RECENT RFDS. DATE DRAWN: 08/06/20
2. ATC HAS NOT YET VERIFIED ANY EXISTING ANTENNA CONFIGURATION OR MOUNT CONFIGURATION.CONTRACTOR TO VERIFY MOUNT CONFIGURATION
HAS SUFFICIENT SPACE FOR PROPOSED LESSEE EQUIPMENT(I.E.CLEARANCES,MOUNT PIPE OR SUFFICIENT LENGTH,ETC.)ATC DID NOT ANALYZE ATC JOB NO: 13255573_D1
ANTENNA MOUNT TO DETERMINE ADEQUATE STRUCTURAL CAPACITY FOR ANY LESSEE LOADING. CUSTOMER ID: ATC ANGLE ROAD
3. ALL PROPOSED EQUIPMENT INCLUDING ANTENNAS,COAX,ETC.SHALL BE MOUNTED IN ACCORDANCE WITH THE TOWER STRUCTURAL ANALYSIS ON
FILE WITH THE ATC CM. CUSTOMER#: 668453
4. CONFIRM SPACING OF PROPOSED EQUIPMENT DOES NOT CAUSE TOWER CONFLICTS NOR IMPEDE TOWER CLIMBING PEGS.
5. CABLE LENGTHS SHOWN ESTIMATE MAXIMUM TYPICAL RUN AND INCORPORATE A 15%SAFETY FACTOR.
ANTENNA INFORMATION
& SCHEDULE
ANTENNA AND RF EQUIPMENT SCHEDULES
J
STATUS ABBREVIATIONS SHEET NUMBER: REVISION:
RMV:TO BE REMOVED DSC:TO BE DISCONNECTED
RMN:TO REMAIN AND TO REMAIN C 4 01 0
REL:TO BE RELOCATED