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T-MOBILE SITE NAME: STRAZZULA
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SITE ADDRESS: 13698 INDRIO RD
Hutc�l REV. DESCRIPTION BY DATE
FORT PIERCE, FL 34 945 A0 FOR CONSTRUCTION TI 06/08/21
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ATC SITE NUMBER:
5120
T-MOBILE ANTENNA AMENDMENT PLAN ATC SITE NAME:
SPRINT KEEP CONFIGURATION STRAZZULA
T-MOBILE SITE NAME:
COMPLIANCE CODE PROJECT SUMMARY PROJECT DESCRIPTION SHEET INDEX STRAZZULA
SITE ADDRESS:
BASED SHEETND BA R MODIFYI
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DE L T IN E ED PRO
JECT OJC INCLUDES O G GROUND S
ALL WORK SHALL BE PERFORMED AND MATERIALS INSTALLED SITE ADDRESS: THE PRO NO: DESCRIPTION: REV: DATE: BY: 13698 INDRIO 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 13698 INDRIO RD TOWER WORK: G-001 TITLE SHEET 0 06/08/21 CCC
GOVERNMENT AUTHORITIES. NOTHING IN THESE PLANS IS REMOVE(6)ANTENNAS,(9)RRH'S,(3)FILTERS,(9)RET/RCU,(1) SEAL:
FORT PIERCE,FL 34945 ( ) ( ) G-002 GENERAL NOTES 0 06/08/21 CCC
TO BE CONSTRUED TO PERMIT WORK NOT CONFORMING TO FIBER TRUNK, 3 MOUNT, AND 3 HYBRID TRUNKS e®
THESE CODES. COUNTY:ST.LUCIE ( ) ( ) ( ) ( ) C-101 DETAILED SITE PLAN 0 06/08/21 CCC \\\\ S:t6 Y-S�°4
INSTALL 6 ANTENNAS, 6 RRH'S, 3 VFA10-HD-80, AND 2 HYBRID
1. 2020 FLORIDA BUILDING CODE,7TH EDITION GEOGRAPHIC COORDINATES: TRUNKS \` �' E N �✓ //
2. 2014 INTERNATIONAL BUILDING CODE(IBC) \\ ,6Gi,•��G SF'.� //
3. ANSIITIA-222-G LATITUDE:27.55803889 EXISTING(1)DISH,(1)ODU AND(1)COAX TO REMAIN C-102 GROUND EQUIPMENT LAYOUT 0 06/08/21 CCC
4. 6TH EDITION FLORIDA FIRE PREVENTION CODE(NFPA 70) LONGITUDE:-80.48158333 C-201 TOWER ELEVATION 0 06/08/21 CCC No.7513
5. 2014 NATIONAL ELECTRICAL CODE GROUND ELEVATION:29.5'AMSL GROUND WORK:
,
6. BASIC WIND SPEED:108 MPH(3-SECOND GUST,VASD)/ REMOVE ALL SPRINT EQUIPMENT C-401 ANTENNA INFORMATION&SCHEDULE 0 06/08/21 CCC ;
115 MPH(3-SECOND GUST,VULT)
7. CITY/COUNTY ORDINANCES INSTALL(1)6160 EQUIPMENT CABINET,(1)B160 BATTERY CABINET C-501 CONSTRUCTION DETAILS 0 06/08/21 CCC 0
C-502 EQUIPMENT SPECIFICATIONS 0 06/08/21 CCC
E-501 GROUNDING DETAILS 0 06/08/21 CCC // IA;
R-601 SUPPLEMENTAL JEREMY D SHARIT PE FL LIC 75137
PROJECT TEAM PROJECT NOTES R-602 SUPPLEMENTAL
TOWER OWNER: APPLICANT: 1. THE FACILITY IS UNMANNED. R-603 SUPPLEMENTAL T m •Mobile•
2. A TECHNICIAN WILL VISIT THE SITE APPROXIMATELY ONCE
AMERICAN TOWER T-MOBILE A MONTH FOR ROUTINE INSPECTION AND MAINTENANCE.
10 PRESIDENTIAL WAY 3. THE PROJECT WILL NOT RESULT IN ANY SIGNIFICANT LAND
UTILITY COMPANIES WOBURN,MA 01801 DISTURBANCE OR EFFECT OF STORM WATER DRAINAGE.
4. NO SANITARY SEWER,POTABLE WATER OR TRASH DATE DRAWN: 05/28/21
POWER COMPANY:FLORIDA POWER&LIGHT COMPANY DISPOSAL IS REQUIRED.
PHONE:(800)226-3545 ENGINEER: 5. HANDICAP ACCESS IS NOT REQUIRED. ATC JOB NO: 13348398
TELEPHONE COMPANY:N/A JUDSON SOMMERVILLE CUSTOMER ID: STRAZZULA
PHONE:N/A cainsommerville@smweng.com CUSTOMER#: A2P0246S
SMW ENGINEERING GROUP INC. PROJECT LOCATION DIRECTIONS
158 BUSINESS CENTER DR. THIS DOCUMENT HAS BEEN
BIRMINGHAM,AL.35244
ELECTRONICALLY SIGNED&SEALED BY JOB#21-5160 FROM I-95 AT EXIT#138 TRAVEL WEST ON INDRIO ROAD FOR 0.7 JEREMY D SHARIT,PE(#75137)USING A TITLE SHEETDIGITAL SIGNATURE IN ACCORDANCE IN
TENTHS OF A MILE.AT ENTRANCE FOR DICKERSON ACCORDANCE WITH FAC 61 G1 5-23.004,
PROPERTY OWNER: AGGREGATES TURN RIGHT(NORTH)AND TRAVEL 0.3 TENTHS OF WITH A DIGITAL CERTIFICATION ISSUED BY
A MILE.NOW STOP AND SIGN IN AT OFFICE TRAILER BY SCALES. ENTRUST INC.PLEASE VIEW THE
N/A AFTER SIGNING IN CONTINUE NORTH ON LOCAL DIRT ROAD AND SIGNATURE VERIFY ITS PROPERTIES. SHEET NUMBER: REVISION:
Know what's below. 13698 INDRIO RD FOLLOW FOR 2.6 MILES.WHEN YOU COME TO THE FENCE LINE, PRINTED COPIES OF THIS DOCUMENT ARE
Call before you dig. FORT PIERCE,FL 34945 TURN RIGHT(EAST).FOLLOW FENCE LINE BACK TO SITE. NOT CONSIDERED SIGNATURE MUST BE G OO 1 0
VERIFIED ON ANY ELECTRONIC COPIES.
GENERAL CONSTRUCTION NOTES. 22. PRIOR TO SUBMISSION OF BID,CONTRACTOR SHALL COORDINATE WITH T-MOBILE REP d
TO DETERMINE IF ANY PERMITS WILL BE OBTAINED BY CONTRACTOR.ALL REQUIRED
PERMITS NOT OBTAINED BY T-MOBILE MUST BE OBTAINED,AND PAID FOR,BY THE y
1. OWNER FURNISHED MATERIALS,T-MOBILE"THE COMPANY"WILL PROVIDE AND THE CONTRACTOR. K
CONTRACTOR WILL INSTALL
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A. BTS EQUIPMENT FRAME(PLATFORM)AND ICEBRIDGE SHELTER(GROUND 23. CONTRACTOR SHALL INSTALL ALL SITE SIGNAGE IN ACCORDANCE WITH T-MOBILE
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 T-MOBILE FOR REVIEW AND
TO FURNISH AND INSTALL FOR ROOFTOP INSTALLATION) APPROVAL PRIOR TO FABRICATION.
D. TOWERS,MONOPOLES
E. TOWER LIGHTING 25. ALL EQUIPMENT SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S d
F. GENERATORS&LIQUID PROPANE TANK SPECIFICATIONS AND LOCATED ACCORDING TO T-MOBILE SPECIFICATIONS,AND AS U
G. ANTENNA STANDARD BRACKETS,FRAMES AND PIPES FOR MOUNTING SHOWN IN THESE PLANS.
H. ANTENNAS(INSTALLED BY OTHERS)
I. TRANSMISSION LINE N
26. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE PROJECT DESCRIBED HEREIN.
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
L. TRANSMISSION LINE GROUND KITS COORDINATING ALL PORTIONS OF THE WORK UNDER THE CONTRACT.
T
M. HANGERS
N. HOISTING GRIPS 27. CONTRACTOR SHALL NOTIFY T-MOBILE REP A MINIMUM OF 48 HOURS IN ADVANCE OF ENGINEERING GROUP, INC. o
0. BTS EQUIPMENT POURING CONCRETE OR BACKFILLING ANY UNDERGROUND UTILITIES,FOUNDATIONS OR U
SEALING ANY WALL,FLOOR OR ROOF PENETRATIONS FOR ENGINEERING REVIEW AND TOGETHER PLANNING A BETTER TOMORROW
2. THE CONTRACTOR IS RESPONSIBLE TO PROVIDE ALL OTHER MATERIALS FOR THE APPROVAL. 158 BUSINESS CENTER DRIVE
COMPLETE INSTALLATION OF THE SITE INCLUDING,BUT NOT LIMITED TO,SUCH BIRMINGHAM,AL 35244
MATERIALS AS FENCING,STRUCTURAL STEEL SUPPORTING SUB-FRAME FOR PLATFORM, 28. CONTRACTOR SHALL BE RESPONSIBLE FOR SITE SAFETY INCLUDING COMPLIANCE WITH TEL:205-252-6985 FAX:205-320-1504
ROOFING LABOR AND MATERIALS,GROUNDING RINGS,GROUNDING WIRES, ALL APPLICABLE OSHA STANDARDS AND RECOMMENDATIONS AND SHALL PROVIDE ALL
COPPER-CLAD OR XIT CHEMICAL GROUND ROD(S),BUSS BARS,TRANSFORMERS AND 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,
CONDUIT,LANDSCAPING COMPOUND STONE,CRANES,CORE DRILLING,SLEEPERS AND TRENCH BOXES/SLOPING,BARRIERS,ETC.
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 T-MOBILE TO APPLY FOR SUCH OF HIS NEW WORK LIABLE TO INJURY DURING THE CONSTRUCTION PERIOD.ANY AO FOR CONSTRUCTION TI 06/08/21
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 T-MOBILE REP.ANY WORK FOUND BY
UTILITIES PRIOR TO START OF CONSTRUCTION. THE T-MOBILE REP TO BE OF INFERIOR QUALITY AND/OR WORKMANSHIP SHALL BE ATC SITE NUMBER:
REPLACED AND/OR REWORKED AT CONTRACTOR EXPENSE UNTIL APPROVAL IS 5120
5. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL REQUIRED OBTAINED.
INSPECTIONS.
31. IN ORDER TO ESTABLISH STANDARDS OF QUALITY AND PERFORMANCE,ALL TYPES OF ATC SITE NAME:
6. ALL DIMENSIONS TO,OF,AND ON EXISTING BUILDINGS,DRAINAGE STRUCTURES,AND MATERIALS LISTED HEREINAFTER BY MANUFACTURER'S NAMES AND/OR STRAZZU LA
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.
T-MOBILE SITE NAME:
7. DO NOT CHANGE SIZE OR SPACING OF STRUCTURAL ELEMENTS. 32. T-MOBILE FURNISHED EQUIPMENT SHALL BE PICKED-UP AT THE T-MOBILE WAREHOUSE, STRAZZU LA
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. 13698 INDRIO RD
FORT PIERCE,FL 34945
9. THESE DRAWINGS DO NOT INCLUDE NECESSARY COMPONENTS FOR CONSTRUCTION 33. T-MOBILE 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
FOR STABILITY ARE INSTALLED.THESE ELEMENTS ARE AS FOLLOWS:LATERAL BRACING, REQUIREMENTS OF THE CONTRACT DOCUMENTS BY THE CONTRACTOR AT NO COST TO THIS DOCUMENT HAS BEEN
ANCHOR BOLTS,ETC. T-MOBILE OR THEIR ARCHITECT/ENGINEER. ELECTRONICALLY SIGNED&SEALED
BY JEREMY D SHARIT,PE(#75137)
11. CONTRACTOR SHALL DETERMINE EXACT LOCATION OF EXISTING UTILITIES,GROUNDS SPECIAL CONSTRUCTION USING A DIGITAL SIGNATURE IN
DRAINS,DRAIN PIPES,VENTS,ETC.BEFORE COMMENCING WORK. ANTENNA INSTALLATION NOTES. ACCORDANCE IN ACCORDANCE WITH
FAC 61G15-23.004,WITH A DIGITAL
12. INCORRECTLY FABRICATED,DAMAGED,OR OTHERWISE MISFITTING OR CERTIFICATION ISSUED BY ENTRUST
NONCONFORMING MATERIALS OR CONDITIONS SHALL BE REPORTED TO THE T-MOBILE 1 WORK INCLUDED: INC.PLEASE VIEW THE SIGNATURE
REP PRIOR TO REMEDIAL OR CORRECTIVE ACTION.ANY SUCH REMEDIAL ACTION SHALL VERIFY ITS PROPERTIES.PRINTED
REQUIRE WRITTEN APPROVAL BY THE T-MOBILE REP PRIOR TO PROCEEDING.
A. ANTENNA AND COAXIAL CABLES ARE FURNISHED BY T-MOBILE UNDER A COPIES OF THIS DOCUMENT ARE NOT
13. EACH CONTRACTOR SHALL COOPERATE WITH THE T-MOBILE REP,AND COORDINATE HIS SEPARATE CONTRACT.THE CONTRACTOR SHALL ASSIST ANTENNA CONSIDERED SIGNATURE MUST BE
WORK WITH THE WORK OF OTHERS. INSTALLATION CONTRACTOR IN TERMS OD COORDINATION AND SITE ACCESS. VERIFIED ON ANY ELECTRONIC
ERECTION SUBCONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF COPIES.
PERSONNELAND
14. CONTRACTOR SHALL REPAIR ANY DAMAGE CAUSED BY CONSTRUCTION OF THIS
PROJECT TO MATCH EXISTING PRE-CONSTRUCTION CONDITIONS TO THE SATISFACTION B. INSTALL ANTENNA AS INDICATE ON DRAWINGS AND T-MOBILE SPECIFICATIONS. JEREMY D SHARIT PE FL LIC 75137
OF THE T-MOBILE CONSTRUCTION MANAGER.
15. ALL CABLE/CONDUIT ENTRY/EXIT PORTS SHALL BE WEATHERPROOFED DURING C. INSTALL GALVANIZED STEEL ANTENNA MOUNTS AS INDICATED ON DRAWINGS T
INSTALLATION USING A SILICONE SEALANT. 1 ■ ■M ob it e m-
16. WHERE EXISTING CONDITIONS DO NOT MATCH THOSE SHOWN IN THIS PLAN SET, D. INSTALL FURNISHED GALVANIZED STEEL OR ALUMINUM WAVEGUIDE.
CONTRACTOR SHALL NOTIFY THE T-MOBILE 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: 05/28/21
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: 13348398
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: STRAZZULA
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#: A2P0246S
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
RESPONSIBILITY OF THE GENERAL CONTRACTOR. GENERAL
N C p/�L NOTES
20. CONTRACTOR SHALL FURNISH T-MOBILE AND AMERICAN TOWER CORPORATION(ATC) G. ANTENNA AND COAXIAL CABLE GROUNDING: V C C 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 T-MOBILE 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 _O O L 0
COAXIAL CABLE(NOT WITHIN BENDS)
SITE PLAN NOTES:
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.
2. ICE BRIDGE,CABLE LADDER,COAX PORT,AND COAX CABLE ARE SHOWN FOR REFERENCE ONLY. CONTRACTOR SHALL CONFIRM THE EXACT LOCATION OF ALL _a
PROPOSED AND EXISTING EQUIPMENT AND STRUCTURES DEPICTED ON THIS PLAN.BEFORE UTILIZING EXISTING CABLE SUPPORTS,COAX PORTS,INSTALLING NEW
PORTS OR ANY OTHER EQUIPMENT,CONTRACTOR SHALL VERIFY ALL ASPECTS OF THE COMPONENTS MEET THE ATC SPECIFICATIONS. AMERICAN TOWER®
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3. THIS PROJECT INCLUDES NO INSTALL OR MODIFICATION AT GRADE. J
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ENGINEERING GROUP, INC. n
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TOGETHER PLANNING A BETTER TOMORROW
158 BUSINESS CENTER DRIVE
BIRMINGHAM,AL 35244
EXISTING LPG TANK O TEL:205-252-6985 FAX:205-320-1504
ON 4'-0" X 20'-0"
CON PAD
\L.
LEGEND
® GROUNDING TEST WELL 1 REV. DESCRIPTION BY DATE
ATS AUTOMATIC TRANSFER SWITCH PROPOSED T-MOBILE EQUIPMENT TO e A0 FOR CONSTRUCTION TI 06/08/21
B BOLLARD BE INSTALLED ON EXISTING 601
CSC CELL SITE CABINET 10'-0" X 17'-0" CON PAD
D DISCONNECT (MODIFIED AS REQUIRED FOR UPGRADE 1
E ELECTRICAL TO NEW BUILD SPRINT KEEP -102 -
F FIBER Ea CONFIGURATION)
GEN GENERATOR
G GENERATOR RECEPTACAL ATC SITE NUMBER:
HH,V HAND HOLE,VAULT 5120
IS ICE BRIDGE �
K KENTROX BOX GRAVEL ATC SITE NAME:
LC LIGHTING CONTROL SURFACE STRAZZULA
M METER EXISTING
PB PULL BOX /B 5'-0" X 10'-0"
PP POWER POLE EX/STING EXISTING GEN PAD T-MOBILE SITE NAME:
T TELCO GPS (1)FIBER TRUNK STRAZZULA
TRN TRANSFORMER (3)HYBRID TRUNK
-x- CHAINLINK FENCE PROPOSED(2)HYBRID TRUNKS (TO BE REMOVED) SITE ADDRESS:
o
(ROUTED PER PROPOSED CABLE EXISTING 1369E
LENGTH NOTE 2) (1) 318" COAX FORT PIERRCE,CE, RD
FL 34945 F
(REFER TO PROPOSED CABLE TO REMAIN SEAL:
LENGTH NOTE ON THIS PAGE)
/B
GUYED THIS DOCUMENT HAS BEEN
TOWER ELECTRONICALLY SIGNED&SEALED
BY JEREMY D SHARIT,PE(#75137)
USING A DIGITAL SIGNATURE IN
EXISTING (EMPTY) ACCORDANCE IN ACCORDANCE WITH
1B CON PAD FAC 61G15-23.004,WITH A DIGITAL
CERTIFICATION ISSUED BY ENTRUST
INC.PLEASE VIEW THE SIGNATURE
VERIFY ITS PROPERTIES.PRINTED
IB COPIES OF THIS DOCUMENT ARE NOT
EX/STING UTILITY CONSIDERED SIGNATURE MUST BE
D G ATS MID G H-FRAME (TYP.) ° VERIFIED ON ANY ELECTRONIC
COPIES.
TJ
JEREMY D SHARIT PE FL LIC 75137
EX/STING
11'-8" X 27'-6" N T • •Mobile•
PROPOSED CABLE LENGTH: SHELTER
1. ESTIMATED LENGTH OF PROPOSED CABLE IS 156'.
ESTIMATED LENGTH OF CABLE WAS PROVIDED BY
CUSTOMER OR CALCULATED BY ADDING THE RAID oJOo
CENTER AND THE DISTANCE FROM THE SHELTER DATE DRAWN: 05/28/21
ENTRY PLATE TO THE TOWER(ALONG THE ICE ATC JOB NO: 13348398
BRIDGE)AND A SAFETY FACTOR MEASUREMENT OF
15%(OF THE TWO PREVIOUS VALUES),CDS DEFER CUSTOMER ID: STRAZZULA
TO GREATEST CABLE LENGTH. CUSTOMER#: A2P0246S
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' w'
HARDWARE AND BRACKETS AS SPECIFIED BY CABLE 1Y
MANUFACTURER.OTHERWISE,ATTACH CABLES TO SHEET NUMBER: REVISION:
HORIZONTAL OR DIAGONAL TOWER MEMBERS SCALE:1"=10'(11X17) ��101 0
USING PROPOSED STAINLESS STEEL ADAPTERS(DO 1"=5'(22X34)
NOT ATTACH TO TOWER LEG).
SITE PLAN NOTES: 6
m
1. CONTRACTOR TO VERIFY THERE IS NO LIVE AAV FIBER RUNNING THROUGH EXISTING DEAD
EQUIPMENT. IF SO,THIS WILL NEED TO BE RERUN THROUGH CONDUIT PRIOR TO REMOVING cr
DEAD 2G(6201 CABS)EQUIPMENT. Y
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2. REMOVE EXISTING 2G CABINETS,AND POWER/TELCO WHIPS ASSOCIATED WITH THE DEAD AMERICAN TOWER®
EQUIPMENT IF APPLICABLE.
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3. ALL OPEN PORTS NEED TO BE SEALED/WEATHERPROOFED PROPERLY J
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4. ALL UNNEEDED/EXCESS EQUIPMENT AND GARBAGE TO BE REMOVED FROM EQUIPMENT AREA. U
DISPOSE OF MATERIALS PROPERLY OFF SITE.
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ENGINEERING GROUP, INC. n
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TOGETHER PLANNING A BETTER TOMORROW
158 BUSINESS CENTER DRIVE
BIRMINGHAM,AL 35244
TEL:205-252-6985 FAX:205-320-1504
REV. DESCRIPTION BY DATE
A0 FOR CONSTRUCTION TI 06/08/21
0
0
0
ATC SITE NUMBER:
5120
ATC SITE NAME:
STRAZZULA
EXISTING 1 PROPOSED B-160 T-MOBILE SITE NAME:
EXISTING EXISTING gp BATTERY CABINET
10'-0" X 17'-0" SPRINT CAB/NET 10'-0'" X 17'-0" STRAZZULA
CON PAD (TO BE REMOVED) CON PAD
SITE ADDRESS:
13698 INDRIO RD
FORT PIERCE,FL 34945
2 PROPOSED
INET SEAL:
60 EQUIPMENT CABINET
EX/STING '
6160
SPRINT CABINET �
(TO BE REMOVED) THIS DOCUMENT HAS BEEN
ELECTRONICALLY SIGNED&SEALED
BY JEREMY D SHARIT,PE(#75137)
g" USING A DIGITAL SIGNATURE IN
0o ACCORDANCE IN ACCORDANCE WITH
EXISTING EXISTING FAC 61G15-23.004,WITH A DIGITAL
GPS GPS J4CERTIFICATION ISSUED BY ENTRUST
INC.PLEASE VIEW THE SIGNATURE
PROPOSED VERIFY ITS PROPERTIES.PRINTED
EXISTING (2)1.99"HYBRID TRUNKS COPIES OF THIS DOCUMENT ARE NOT
CONSIDERED SIGNATURE MUST BE
(1)FIBER TRUNK
VERIFIED ON ANY ELECTRONIC
(3)HYBRID TRUNK
EX/STING (TO BE REMOVED) EXISTING EXIST/ COPIES.
8 COAX
TO REMAIN ICE BRIDGE EXISTING ICE BRIDGE T 1) MAI
(1) 3/8" COAX N JEREMY D SHARIT PE FL LIC 75137
TO REMAIN
T • •Mobile•
DATE DRAWN: 05/28/21
ATC JOB NO: 13348398
CUSTOMER ID: STRAZZULA
CUSTOMER#: A2P0246S
EXISTING GROUND EQUIPMENT LAYOUT LEGEND 2 PROPOSED GROUND EQUIPMENT LAYOUT LEGEND DETAILED GROUND
0 5' 10, EXISTING EQUIPMENT 0 5' 10, PROPOSED EQUIPMENT
4 TO BE REMOVED I I A' TO BE INSTALLED PLAN
SCALE:1"=5'(11X17) SCALE:1"=5'(11X17) 1�1
1"=2.5'(22X34) 1"=2.5'(22X34) SHEET NUMBER: REVISION:
C-102 0
L
OI
OL TOP OF EXISTING TOWER
ELEV: 135' aL THE EXISTING MOUNT CAN NOT ADEQUATELY AMERICAN TOWER•
PROPOSED T-MOBILE SUPPORT THE PROPOSED LOADING.THE
RAID CENTER @ 132' IRV PROPOSED MOUNT,DETAILED AT THE END OF c
THIS PLAN SET, MUST BE INSTALLED PRIOR TO
THE INSTALLATION OF THE PROPOSED a
ANTENNAS AND OTHER EQUIPMENT U
I EXISTING CARRIER ANTENNAS a
2 1 EXISTING AND RAD CENTER @ 124
C-50 C-50 PROPOSED T-MOBILE N
0
EQUIPMENT I @
I �
ENGINEERING GROUP, INC. n
0
U
TOGETHER PLANNING A BETTER TOMORROW
I 158 BUSINESS CENTER DRIVE
I
BIRMINGHAM,AL 35244
I TEL:205-252-6985 FAX:205-320-1504
I
I
EXISTING DISH
RAD CENTER @ 102'
I
REV. DESCRIPTION BY DATE
0 FOR CONSTRUCTION TI 06/08/21
I
I
I 0
I
I EXISTING DISH TO REMAIN
- I RAD CENTER @ 86'
I
I ATC SITE NUMBER:
5120
I
ATC SITE NAME:
STRAZZULA
I
I EXISTING T-MOBILE SITE NAME:
STRAZZULA
SITE ADDRESS:
I
I 13698 INDRIO RD
FORT PIERCE,FL 34945
I SEAL:
I
I
I
I
THIS DOCUMENT HAS BEEN
ELECTRONICALLY SIGNED&SEALED
BY JEREMY D SHARIT,PE(#75137)
USING A DIGITAL SIGNATURE IN
ACCORDANCE IN ACCORDANCE WITH
I TOWER NOTE: FAC 61G15-23.004,WITH A DIGITAL
1. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CERTIFICATION ISSUED BY ENTRUST
EX/STING TOWER CONFIRM WITH THE PROJECT MANAGER THAT INC.PLEASE VIEW THE SIGNATURE
THEY HAVE THE MOST RECENT VERSION OF THE VERIFY ITS PROPERTIES.PRINTED
I STRUCTURAL ANALYSIS BEFORE COMMENCING COPIES OF THIS DOCUMENT ARE NOT
WORK. EXISTING AND PROPOSED TOWER CONSIDERED SIGNATURE MUST BE
TING APPURTENANCES,MOUNTS,AND ANTENNAS ARE VERIFIED ON ANY ELECTRONIC
EX T I NG COAX CABLE SHOWN BASED ON THE STRUCTURAL ANALYSIS. COPIES.
2. WHERE APPLICABLE,ALL NEW ANTENNAS,
TO REMAIN EQUIPMENT,MOUNTS,CABLING,ETC.SHALL BE JEREMY D SHARIT PE FL LIC 75137
PAINTED/SOCKED TO MATCH EXISTING EQUIPMENT
PROPOSED I IN ACCORDANCE WITH FAA,JURISDICTION,AND/OR
I
(2)1.99"HYBRID TRUNKS I OTHER LOCAL REQUIREMENTS.
3. ROUTE PROPOSED CABLES ALONG SAME PATH AS *
EXISTING CABLES AND IN ACCORDANCE WITH
STRUCTURAL ANALYSIS.WHERE POSSIBLE UTILIZE T • •Mob • le•
EXISTING CABLE SUPPORT STRUCTURES AS
PROVIDED FOR CARRIER TO ADEQUATELY SECURE
CABLES,USING EITHER APPROPRIATELY SIZED
STAINLESS STEEL SNAP-INS OR MOUNTING DATE DRAWN: 05/28/21
HARDWARE AND BRACKETS AS SPECIFIED BY ATC JOB NO: 13348398
CABLE MANUFACTURER.OTHERWISE,ATTACH
CABLES TO HORIZONTAL OR DIAGONAL TOWER CUSTOMER ID: STRAZZULA
MEMBERS USING PROPOSED STAINLESS STEEL CUSTOMER#: A2P0246S
ADAPTERS(DO NOT ATTACH TO TOWER LEG).
4. 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 IRV
SHEET NUMBER: REVISION:
TOWER ELEVATION
SCALE:N.T.S. C 2 01 0
THE EXISTING MOUNT CAN NOT ADEQUATELY
SUPPORT THE PROPOSED LOADING.THE
PROPOSED MOUNT,DETAILED AT THE END OF
THIS PLAN SET, MUST BE INSTALLED PRIOR TO
N THE INSTALLATION OF THE PROPOSED Y
ANTENNAS AND OTHER EQUIPMENT N o
a v PROPOSED AMERICAN TOWER®
c� N ➢ N w FFW-65C-R3-V1 ANTENNA c
W y o (1 PER SECTOR)(TYP.3)
D O C2
EXISTING SPRINT ANTENNA C1
Cl
(TO BE REMOVED) C2 PROPOSED o
EXISTING MOUffYP AIR6449 ANTENNA
MOVED) w
(TO BE RE (1 PER SECTOR)(TYP.3)
Az.= 90° A2 �AZ90_ ENGINEERING GROUP, INC. o
A2 � PROPOSED 4460 RRU STACKED
ALPHA ALPHA TOGETHER PLANNING A BETTER TOMORROW U
(1 PER SECTOR)(TYP.3) 158 BUSINESS CENTER DRIVE
EXISTING FILTER BIRMINGHAM,AL 35244
(TO BE REMOVED) PROPOSED 4480 RRU STACKED TEL:205-252-6985 FAX:205-320-1504
(1 PER SECTOR)(TYP.3) Az•= 90 EXISTING Al � EXISTING(1 PER SECTOR)(TYP.3) Al90.
TOWER ALPHA TOWER ALPHA
REV. DESCRIPTION BY DATE
EXISTING SPRINT RRU
(TO BE REMOVED) 0 FOR CONSTRUCTION TI 06/08/21
(3 PER SECTOR)(TYP.9) PROPOSED VFA10-HD80 0
(1 PER SECTOR)(TYP.3)
EXISTING DISH AND (1) EXISTING DISH AND (1) -
ODU TO REMAIN ODU TO REMAIN
ATC SITE NUMBER:
B1 5120
NB2 B1 ATC SITE NAME:
B2 STRAZZU LA
ry T-MOBILE SITE NAME:
Q m� STRAZZULA
LEGEND LEGEND SITE ADDRESS:
EXISTING ANTENNA PLAN FINAL ANTENNA PLAN 136981NDRIORD
EXISTING EQUIPMENT PROPOSED EQUIPMENT
2 FORT PIERCE,FL 34945
TO BE REMOVED TO BE INSTALLED
SEAL:
NOTES FINAL ANTENNA SCHEDULE
1. CONFIRM WITH T-MOBILE REP LOCATION ANTENNA SUMMARY NON ANTENNA SUMMARY
FOR APPLICABLE MECH/ELEC ADDITIONAL TOWER THIS DOCUMENT HAS BEEN
UPDATES/REVISIONS AND SECTOR RAID AZ POS ANTENNA BAND D-TILT STATUS MOUNTED EQUIPMENT STATUS ELECTRONICALLY SIGNED&SEALED
MOST RECENT RFDS FOR NSN BY JEREMY D SHARIT,PE(#75137)
CONFIGURATION(CONFIG).GC L700,L600,N600,L1900, RADIO 4460 B25,B66 ADD USING A DIGITAL SIGNATURE IN
ALPHA 132' 90°
TO CAP ALL UNUSED PORTS. Al FFVV-65C-R3-Vl G1900,L2100 ADD RADIO 4480 B71,B85 ADD ACCORDANCE IN ACCORDANCE WITH
2. CONFIRM SPACING OF FAC 61G15-23.004,WITH A DIGITAL
PROPOSED EQUIP DOES NOT A2 AIR6449 B41 L2500,N2500 ADD - CERTIFICATION ISSUED BY ENTRUST
CAUSE TOWER CONFLICTS INC.PLEASE VIEW THE SIGNATURE
NOR IMPEDE TOWER CLIMBING L700,L600,N600,L1900, RADIO 4460 B25,B66 ADD VERIFY ITS PROPERTIES.PRINTED
PEGS. 61 FFW-65C-R3-V1 G1900,L2100 ADD RADIO ADD
BETA 132' 200° COPIES OF THIS DOCUMENT ARE NOT
62 AIR6449 B41 L2500,N2500 ADD CONSIDERED SIGNATURE MUST BE
VERIFIED ON ANY ELECTRONIC
L700,L600,N600,L1900, RADIO 4460 B25,B66 ADD COPIES.
Cl FFW-65C-R3-V1 G1900,L2100 ADD RADIO4480B71,B85 ADD
GAMMA 132' 350°
JEREMY D SHARIT PE FL LIC 75137
C2 AIR6449 B41 L2500,N2500 ADD
T • •Mobile•-
DATE DRAWN: 05/28/21
ATC JOB NO: 13348398
CUSTOMER ID: STRAZZULA
CUSTOMER#: A2P0246S
RF SCHEDULE AND
ANTENNA INSTALLATION
CURRENT FIBER DISTRIBUTION/OVP BOX CURRENT CABLING SUMMARY STATUS ABBREVIATIONS PROPOSED FIBER DISTRIBUTION/OVP BOX PROPOSED CABLING SUMMARY
RMV:TO BE REMOVED
MODEL NUMBER STATUS COAX HYBRID STATUS RMN:TO REMAIN MODEL NUMBER STATUS COAX HYBRID STATUS SHEET NUMBER: REVISION:
REL: TO BE RELOCATED
1 (318') - RMN DSC: TO BE DISCONNECTED&REMAIN ANTENNA AND RF SCHEDULE (2)HCS2.0(156') ADD r
3 RMV ADD:TO BE ADDED 3 V-4 01 0
EXISTING ANTENNA MOUNTING PIPE r
TO BE REPLACED WITH PROPOSED 2-3/8"O.D.X 96"LONG
IF REQUIRED TO ACCOMMODATE PROPOSED MOUNTING BRACKET AMERICAN TOWER®
U
J
a_
U
Q
N
O
N
L
O
ENGINEERING GROUP, INC. o
U
PROPOSED ANTENNA TOGETHER PLANNING A BETTER TOMORROW
158 BUSINESS CENTER DRIVE
PROPOSED ANTENNA BIRMINGHAM,AL 35244
TEL:205-252-6985 FAX:205-320-1504
PROPOSED SECTOR FRAME PROPOSED SECTOR FRAME
4.7 � REV. DESCRIPTION BY DATE
FOR CONSTRUCTION TI 06/08/21
PROPOSED 2-3/8"O.D.X 96"LONG
ATC SITE NUMBER:
5120
ATC SITE NAME:
STRAZZULA
PROPOSED ANTENNA MOUNTING DETAIL - TYPICAL 2 PROPOSED 5G ANTENNA MOUNTING DETAIL - TYPICAL T-MOBILE SITE NAME:
SCALE:N.T.S. SCALE:N.T.S.
STRAZZULA
SITE ADDRESS:
13698 INDRIO RD
FORT PIERCE,FL 34945
SEAL:
PROPOSED RRU MOUNT LOCATION(OPTION 2)
(MOUNT PER MANUFACTURER'S SPECS)
(ENSURE THAT BRACKET DOES NOT CONFLICT WITH THIS DOCUMENT HAS BEEN
EXISTING OR PROPOSED EQUIPMENT) ELECTRONICALLY SIGNED&SEALED
BY JEREMY D SHARIT,PE(#75137)
USING A DIGITAL SIGNATURE IN
ACCORDANCE IN ACCORDANCE WITH
FAC 61G15-23.004,WITH A DIGITAL
CERTIFICATION ISSUED BY ENTRUST
INC.PLEASE VIEW THE SIGNATURE
VERIFY ITS PROPERTIES.PRINTED
COPIES OF THIS DOCUMENT ARE NOT
PROPOSED RRU MOUNT LOCATION(OPTION 1) CCONSIDERED SIGNATURE MUST BE
(MOUNT PER MANUFACTURER'S SPECS)
(ENSURE THAT BRACKET DOES NOT CONFLICT WITH VERIFIED ON ANY ELECTRONIC
EXISTING OR PROPOSED EQUIPMENT)
COPIES.
10
JEREMY D SHARIT PE FL LIC 75137
MN
PROPOSED SECTOR FRAME T ■ •M ob it e m
PROPOSED RRU MOUNT LOCATION(OPTION 3) DATE DRAWN: 05/28/21
(MOUNT PER MANUFACTURER'S SPECS)
(ENSURE THAT BRACKET DOES NOT CONFLICT WITH ATC JOB NO: 13348398
EXISTING OR PROPOSED EQUIPMENT) CUSTOMER ID: STRAZZULA
CUSTOMER#: A2P0246S
CONSTRUCTION
DETAILS
PROPOSED RRU MOUNTING DETAIL - TYPICAL
SCALE:N.T.S. SHEET NUMBER: REVISION:
C-501 0
L
_01
AMERICAN TOWER®
U
J
a_
U
Q
N
O
N
L
O
ENGINEERING GROUP, INC. n
U
TOGETHER PLANNING A BETTER TOMORROW
158 BUSINESS CENTER DRIVE
BIRMINGHAM,AL 35244
TEL:205-252-6985 FAX:205-320-1504
REV. DESCRIPTION BY DATE
B
TOP VIEW 0 FOR CONSTRUCTION TI 06/08/21
a 0 0 0 0 0
0 0 O O U
0 0 O 0 0
ATC SITE NUMBER:
TOP VIEW
0 0 • 5120
a
ATC SITE NAME:
STRAZZULA
T-MOBILE SITE NAME:
STRAZZULA
SITE ADDRESS:
C B 13698 INDRIO RD
FORT PIERCE,FL 34945
SIDW VIEW FRONT VIEW SEAL:
C
THIS DOCUMENT HAS BEEN
SIDE VIEW FRONT VIEW RRU SPECIFICATIONS ELECTRONICALLY SIGNED&SEALED
BY JEREMY D SHARIT,PE(#75137)
WEIGHT USING A DIGITAL SIGNATURE IN
ANTENNA SPECIFICATIONS RRU MODEL A B C (LBS) ACCORDANCE IN ACCORDANCE WITH
FAC 61G15-23.004,WITH A DIGITAL
ANTENNA MODEL A B C WEIGHT 4480 B71/B85A 21.8" 15.7" 7.5" 84.0 CERTIFICATION ISSUED BY ENTRUST
(LBS) INC.PLEASE VIEW THE SIGNATURE
4460 825/B66 19.6" 15.7" 12.1" 109.0 VERIFY ITS PROPERTIES.PRINTED
FFW-65C-R3-V1 95.9" 25.2" 9.3" 124.6 COPIES OF THIS DOCUMENT ARE NOT
CONSIDERED SIGNATURE MUST BE
AIR6449 B41 33.1" 20.6" 8.6" 104.0 VERIFIED ON ANY ELECTRONIC
COPIES.
JEREMY D SHARIT PE FL LIC 75137
T • •Mobile•
DATE DRAWN: 05/28/21
ATC JOB NO: 13348398
CUSTOMER ID: STRAZZULA
CUSTOMER#: A2P0246S
EQUIPMENT
SPECIFICATIONS
EQUIPMENT SPECIFICATIONS SHEET NUMBER: REVISION:
SCALE:N.T.S.
C-502 0
PROPOSED ANTENNA
EXISTING
I
ANTENNAS I
PROPOSEDJUMPER °'
I TO ANTENNA r
I I I PROPOSED CONNECTOR AND a'
TO EXISTING I I I WEATHERPROOFING KIT 0�
AMERICAN TOWER®
ANTENNA MASTS I I I 3/8"X 1-1/2"SS BOLT 3/8"SS LOCK WASHER
I I I PROPOSED WEATHERPROOFING KIT (EACH SIDE) (EACH SIDE)
I J
EXISTING COAX G a
GROUND KITS I I j PROPOSED CABLE e Q U
I I GROUND KIT E-501 �J
PROPOSED#6 AWG I I I ANTENNA CABLE 2 1/2"0 MAX �J
STRANDED CU I I ® o
WIRE WITH GREEN,600V, I I I ® N
THWN INSULATION \I I I I ® O
TO PROPOSED RRU TT I I I j ANTENNA CABLE TO \
GROUND LUG(TYP.) 1 j 1 �� j i CABINET(TYP.) 0p p O pD7 2)
\1
ENGINEERING GROUP, INC. n
GROUNDING KIT PER CABLE 0 0 O 0
PROPOSED#6 AWG —FTC �� I MANUFACTURER'S RECOMMENDATIONS I O p TOGETHER PLANNING A BETTER TOMORROW
STRANDED CU (ANDREW OR APPROVED EQUAL) p 0 158 BUSINESS CENTER DRIVE
WIRE WITH GREEN,600V, _ �� \ \ I #6 AWG STRANDED CU O 0 BIRMINGHAM,AL 35244
THWN INSULATION ��� ���\ �� �� j WIRE WITH GREEN,600V, ® ® IO 0 TEL:205-252-6985 FAX:205-320-1504
TO PROPOSED OVP BOX .���� I I 1 / THWN INSULATION
�` �\�`�\ � I I I I I #6 AWG STRANDED COPPER GROUND
GROUNDING WIRE(GROUNDED TO GROUND BAR)
CONNECTION TO 1/4"X 4"X 6"GROUND BAR
EXISTING TMAs I (ERICO PIN:EGBA14406CC OR EQUAL) REV. DESCRIPTION BY DATE
l l l l l GROUND BAR MOUNTED TWO-HOLE LUG,TO BE USED
EX/STING GROUNDING NEAR/BELOW ANT 3 WITH#2 AWG BCW A0 FOR CONSTRUCTION TI 06/08/21
CONNECTION TO
LIGHTNING �/ ENNA
1 (TO BE INSTALLED IF 501 TO GROUND BAR (LOWER TOWER GROUND 0
PROTECTION SYSTEM j REQUIRED) BAR ONLY) 0
NOTES: TO EQUIPMENT
1. THIS DETAIL IS INTENDED TO SHOW THE GENERAL GROUNDING REQUIREMENTS.SLIGHT GROUND BAR NOTES:
ADJUSTMENTS MAY BE REQUIRED BASED ON EXISTING SITE CONDITIONS.THE GROUND KIT NOTES: ATC SITE NUMBER:
CONTRACTOR SHALL MAKE FIELD ADJUSTMENTS AS NEEDED AND INFORM THE 1. DO NOT INSTALL CABLE GROUND KIT AT A BEND AND ALWAYS DIRECT 1. GROUND BAR KITS COME WITH ALL HARDWARE,NUTS,BOLTS, 5120
CONSTRUCTION MANAGER OF ANY CONFLICTS. GROUND WIRE DOWN TO GROUND BAR. WASHERS,ETC.EXCEPT THE STRUCTURAL MOUNTING MEMBER(S).
2. SITE GROUNDING SHALL COMPLY WITH T-MOBILE GROUNDING STANDARDS,LATEST 2. CONTRACTOR SHALL PROVIDE WEATHERPROOFING KIT(ANDREW PART
EDITION,AND COMPLY WITH T-MOBILE GROUNDING CHECKLIST,LATEST VERSION.WHEN NUMBER 221213)AND INSTALL/TAPE PER MANUFACTURER'S SPECIFICATIONS. 2. GROUND BAR TO BE BONDED DIRECTLY TO TOWER. ATC SITE NAME:
NATIONAL AND LOCAL GROUNDING CODES ARE MORE STRINGENT THEY SHALL GOVERN. STRAZZU LA
TYPICAL ANTENNA GROUNDING DIAGRAM 2 CABLE GROUND KIT CONNECTION DETAIL TOWER GROUND BAR DETAIL T-MOBILE SITE NAME:
SCALE:N.T.S. SCALE:N.T.S. SCALE:N.T.S.
STRAZZULA
SITE ADDRESS:
13698 INDRIO RD
FORT PIERCE,FL 34945
SEAL:
THIS DOCUMENT HAS BEEN
ELECTRONICALLY SIGNED&SEALED
BY JEREMY D SHARIT,PE(#75137)
USING A DIGITAL SIGNATURE IN
ACCORDANCE IN ACCORDANCE WITH
FAC 61G15-23.004,WITH A DIGITAL
CERTIFICATION ISSUED BY ENTRUST
INC.PLEASE VIEW THE SIGNATURE
VERIFY ITS PROPERTIES.PRINTED
COPIES OF THIS DOCUMENT ARE NOT
CONSIDERED SIGNATURE MUST BE
VERIFIED ON ANY ELECTRONIC
COPIES.
JEREMY D SHARIT PE FL LIC 75137
T • •Mobile•
DATE DRAWN: 05/28/21
ATC JOB NO: 13348398
CUSTOMER ID: STRAZZULA
CUSTOMER#: A2P0246S
GROUNDING DETAILS
SHEET NUMBER: REVISION:
E-501 0
L
Ol
Q
Pre"iminary technical specification for Enclosure 6160 AGJ
CAPACITY a
ERICSSON Rock s pace user equ4mnenl 19U 11T rack) o
N
I lardAure capabilifes Power and CPRI support for mul"tardird remote radios(RRU or AIR) r
m
ERS Bas+iband and Tsar wrt unrtt o
U
Encl u r 1 Li ton Npr ies
3PP$qurpment
The Ervr:losurc 16160 is a mLi tHCgalpose Additional powr-r 1rr.d.t,^ail,jVlr as option
site carnet de` red,to support a MECHANICAL SPECIFICATIoN
nni/litude of equiprnerit such as ERS _
Baseband Transport, LNlon battery and _ We,jnl 1415.kg(excluding achve equprnenF)
3F'F'%eruct egwpmer t It alsio provides a 320 Ibs(excluding a ve equipmerrl)
highly capable power sys cm and bad rY
hack-up-A in a�trearnWwd dp,KK�n ailit 1 � =_ = p;n,en ii�n(M x Vv x Ql 16QQ R 1 x 6 l mrrl furcl Bane f�aniaM
nu r,mi2ed locit1prinl tr►�d.ippnoi r`r1e;1 --_ == 63 x 216 x 2S in. brrr.I. Bass lfarney
efficient c of mobile broadband, �— �— Base Fame Freight 150,mm
..� Eire.
Being an.aFm-orie enclosure,the
Endasrre 61BO is a very frtting ch"ce for Mountnq pc*iban Ground
all Type..of wee;Where IFae Lnapaaey neied Enclm_ure material Aluminum
is large or room For"ure expansion is 1 0 _
reedw It is Oeay u-cy4 fpr no(4eoieolorg — 1Color Power paint NC S 2002-8
existing sitL-s or in pet-cinficki scrnarras to J II ■. .�.... Door Fran acoess
rnoch bah current and hrture needs.
■----_---- -----------w• Rack type 19'flEC 60097-3-100)
With a robust demon. IPG5 compliance t ■ - - - _- -_""" ' Locking type Pad kick or Cylinder
and a seaW Beal Exch:3nger(lfx) ■.. __ .�.
dorri rte 3ysl rn ft Enrk, 61E0 ■ �•`� ••�••"' - POWER SYSTEM
ensures optimal environmental protection ,..` Iri 1 � e 3P+N+
of I*acttvr rrtUipment-drrablinq thrm ■ .... ' J PE. 2MJ20-41 21 VAO
fu a long-lasting senesce. The comiplete ■ , ,�� I P+N*PE 200- 50 AC y'�►C
sy5ter-i is also inkgrated and es�Fied for 1P+N{PE: 2 D'lAG
Itre endue lEri".vwr Radin{,yst�n wirl I Input p,a er �33irW
ensures best in class servire. , Output Goad(-40VDC1 24kW
The porter syst m ofkn 31,5kW of power ■ .' + Total capacity(-18%T)C) 31_SikVw
In luU;pvJ pfvvidci 241;W ail 4W LAC
power for both iribmial and ewkvnral � AC SF D Class 2(Type 2
comumers. R DC SF1d C.1aes 2/Type 2
The equi ywinl space adk ws 191-1 of r :k _ PSU Slots 9x
eraurg well enniigh rwflwty lrr , _ x-2 a0let Optional
exrsling need and future rxp'arrsK)nr PrK lvad Bx Circuit Breaker
One of Or nrarri advantage*ref the LLVD h Ex Circuit Breaker
EnclosAre 616C is it dWa h ir*Vrdbm
with ENIVI , ellovA rgforedirenoed,itemoe LLVD 2 Ex Circuit Breaker
nxarrkin.q aril cmilicol such a tauft CB rat ngs 3A I SA d 1 OA 115A f 2(kA 125A 130A f 40A Y 50A 16DA i 80A! 10CIA
mmawTwd(ate) �'►'e '
�wro prwlorman 831terx Interface 2x Circuit Breaker
measunrrnents.The cabinet also pruvides Batler.w Circuit Breaker rating 125A 2pa11200A)
an open O&M interface for matron to
3PP O&M mekwts• PSU =Po tity :'600I14'
SUPPLEMENTAL
SHEET NUMBER: REVISION:
NOTE: THIS SHEET CREATED BY OTHERS AND PROVIDED 1 \�601 0
BY REQUEST OF CUSTOMER WITHOUT EDIT. K
Q
U
J
Enclosure B160
I T o
.06
s�� T
--r
y
_ I
Enclosure B160 Enclosure B160 Enclosure B160
Convection Cooling
AirCoin + �IRLr� .�,irColn + ILi-Ion + U'RL,4
PR7 17i14@-if I r:...-=:rhlrrn.N I Fa"I
Enclosure E1 ,
cwwity Fawironnw tal specification
VRL141 - 188A,h/158Ah i 17VAh}19OAh f 21OAh — Ingrm prolteci$= VRLAJWum IP'44
— Iklon: 24U 14`12Y U-Ioru IP55
Sodium-Nickel! 3x FIAMM — Relative humidity: is-lee%
Electrical sptdficotion Climate spstern
— K output: -4$Vl)Cf2 A — AX(iondiQCrier
— Battery breaters: 2x 125/2p — F€1n typm DC
— Akvms; door open Climote fallure,MIC15 Conneaon — Cooling capraaity_ 50OW a@L35IL35
MechonicaI specifkcrtion — Convection aiding
weighlt: 134kg — Emergency fan
Dimensions: 63 x 26 x 26 is{mil,Bogie frame]
Base frame height 6 in.
Material, Golwanized stee (1Wn 1
Color: Powder paint N!CSZ002-B
Door: Front access
Locking type. Pad kXk/cylinder
SUPPLEMENTAL
PYL1.1 291"1.031 ErkiW Cork lvd I P13-3
SHEET NUMBER: REVISION:
R-602 0
L
Ol
PARTS LIST
ITEM OTY PART NO. PART DESCRIPTION LENGTH UNIT WT. NET WT.
1 2 X-VFAW SUPPORT ARM 71All 142.91 c�
r 2 1 X-HDCAKTBW CLAMP WELDMENT FOR SCAM-HD 39.66 33.86 Ja
I 3 1 X-MHTPHO 1MULTI-HOLE TAPER PLATE WELDMENT 36.24 3624 v
4 2 X-VFAPL4 VFA-HD PIVOT PLATE 15.116 31.77
5 2 X-LCBP4 BENT BACKING PLATE ?,: 20.04 40.09
0
I 5 1 X-HDCAUSS ANSI LE ADJUSTMENT WELDMENT FOR BCAM HCI
- O
7 4 X�SPTB SLIDING,PIPETIE BACK PLATE E,'I' i 5.87 29A9 L
I�1 8 1 X-HDCAMSP POSITIONING PLATE WELDMENT FOR SCAM-HD 2.58 2.58 2'
II T
$ 4 X-TSCA TIE BACK CLIP ANGLE 2.01 8.02 0
U
10 9 SCX2 CROSSOVER PLATE 7 in 4.80 98.37
11 4 MCP CLAMP HALF 1f2"THICK,iH-5AB"LONG 121A6 in 3.54 14.37
_ 12 9 DCP' t THICK,5-9f4-CNTERTOCENTER CLAMP HALF B 1;6 in 2.36 19_+JD
_ _ = 13 2 P2126 2-318"X 126"(2'SCH.40)GALVANIZED PIPE 126 in 40.75 81-50
7� 15 4 A34212 314"x2-if2"UNCHEXBOLT(A325) 21;2in 0.48 1.92
16 4 G34FW ISM-HDG USE FLATWASHER 0.06 0.24
17 A GS4LW 314"HDG LOCKWASHER C." 0.17
113 A G34NUT 34"HDG HEAVY 2H HEX NUT 0.21 0.65
---- - 19 9 G58R-16 5P8'x1,W THREADED ROD{HDG_) 1.57 12.0
20 4 G58R-12 5l8-xi2"THREADED ROD IHDG. 1.05 4.19
L
21 4 G58R6 SAS"x a'THREADED ROD(HDG.) 0.70 2.79
22 4 X-UB5500 fiJr X 3'X 5-V4"X 2'-1,2"U-BO LT IH DG.1 1.15 4.60
23 @ X-U95256 Wr X 2-519"X 4-112'X 2"U-BOLT IH DG.1 1.00 8.00
24 2 G5507 SW x 7-HDG HEX BOLT GR5 FULL TH READ r in 0.70 1.41
25 1 G5906 5l8'x8'HDG HEX BOLT GR5 FULL THREAD 6 in 0.62 0.62
26 9 G5644 5I9"x 4"HDG HEX BOLT GR5 0.44 3.55
27 4 GW Z W"x 2"HDG HEX BOLT GR5 0.27 4.00
2B 0 A592114 515"x2-414'HDG A325 HEX BOLT 2.04 in 0.31 2.50
29 25 G58FW W 'HDG USE FLATWASHER 1►8 in 0.07 1.76
30 66 G58LW 500"HDG LOCKWASHER 0.05 1.72
31 71 G58NUT 501"HDG HEAVY 2H HEX NUT -3.+ 9.22
32 32 %-UBH900 11"1'%3"X 5"X 27 GALV U-BOLT ].'a 29j64
c- 16 %-UR1212 112'X 2-1f2"X 4-112`X 2"U-BO LT(H DG.1 10_00
34 64 G12FW IlIr HDG USE FLATWASHER 3f32 in 219
`5 64 G12LW 112"HDG LOCKWASHER 1l8 in 7.:I 0.99
:6 64 G12NUT 112"HDG HEAVY 2H HEX NUT ').:7 4.5
127 2 153D126-80 2-7i9"O-D.X 126"SCH.90 PIPE 126in r1.47 '..'�_
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TOLERANCE NOTES
TOLERANCES ON DIMENSIONS,UNLESS OTHERH9ISE NOTED ARE 1016"HEAVY DUTY V-FRAME ASSEMBLY Erp'npl.Tnp ""'""zGA
SAWED,SHEARED AND GAS CUT EDGES FrO.030-) 'Y.ppurl-.a Um Awg*mk'CA
DRILLED AND GAS CUT HOLES(ts f 507-NO CONING OF HOLES WITH TWO STIFF ARMS$SCH.SD FACE PIPES I-MB-763.7 4Z pt �tn,IN
t'.0-OR
LASER CUT EDGES AND HOLES fr CI.afo-)-NO iCONING OF HOLES A V MIMOIFt��P D.
:. TN
BENDS ARE t 112 DEGREE
ALL OTHER MACHI PANG fttlOXF7 {poNO. DRAWN By ENO-APPMWAL FAIT-NO.
ALLOTHERASSEMBLY ftdOW7 IGEK 5MX2021 VIFA10-IHD-80I
p_p.bTAff M.1M: 4L.Ai9 SUB DRAWING USAGE CHECMIBD BY Of1L:.YO.
lk OATAAMDTY3iABh.uoffWML0NTM 0wJVA uAk.p iKL17 fMPbfA=M-0FYIYA%W
Moue..,vm-Adu-DATwn .m.r.AWLIM Au."1: WNMANIWd�ff $1 02 CUSTOMER LJF 51412021 VIFA1 0-IHD-8(I �
%XAKW lKXhnXM I.W'kk-LT ft MM
SUPPLEMENTAL
NOTE: THIS SHEET WAS CREATED BY OTHERS AND PROVIDED AT THE REQUEST OF THE CUSTOMER
WITHOUT EDIT. PLEASE REFERENCE THE MOUNT ANALYSIS REPORT FOR COMPLETE MOUNT SHEET NUMBER: REVISION:
ANALYSIS CALCULATIONS AND DETAILS.SUPPLEMENTAL PAGES INCLUDED IN THE
MOUNT DETAILS CONSTRUCTION DRAWINGS ARE FOR REFERENCE ONLY.GENERAL CONTRACTOR IS TO
VERYIFY THEY HAVE THE MOST RECENT MOUNT ANALYSIS PRIOR TO CONTRUCTION. R-6 0 3 0