HomeMy WebLinkAboutAgreement_General_01/10/2018_Verizon verizonl/
12/20/2017
The Village of Tequcsta
345 Tequesta Drive
Tequesta,Florida 33469
RE: Land and Tower Lease Agreement between The Village of Tequesta,("Lessor")and
Verizon Wireless Personal Communications LP d/b/a Verizon Wireless,("Lessee'l
Yerizon Wireless Site ID:68510 Tequesta Flag Pole
Site Address:901 N. Old Dixie Highway, Tequesta,FL 33469
To Whom It May Concern:
Please be advised that Verizon Wireless desires to modify its equipment within its leased
premises as shown on the attached construction drawings.
Specifically,Verizon Wireless intends to swap(3)existing antenna with(3)new antenna,add(6)
coax,(3)bias-t's and(6)diplexcrs.No additional ground space is required.
In accordance with the terms of the Land and Tower Lease Agreement dated August 12,2014,
Lessee shall not construct,or install any additional equipment or make any improvements to the
tower space without Lessor's consent.Verizon Wireless requests that Lessor acknowledge this
letter as consent to Verizon Wireless'proposed modifications by counter signing this letter as
provided below.
Lessor acknowledges that it has received Verizon Wireless'construction plans.
Thank you in advance for your attention to this matter.Please do not hesitate to contact me with
any questions or comments.
Sincerely,
Cos Conde
Verizon Wireless Network Real Estate Manager
(561)995-5553
Agreed to and accepted by:
The Village of Tequesta
By: .•+-t s
Print Name:
Title:
Date: !� •
4700 Exchange Court•Suite 100 •Boca Raton,FL 33431
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TELECOM DESIGN GROUP
5113 MEMORIAL MW`
NAY 177Q) RI 12 3J611
SITE NUMBER: 68510 """9J1tJ1
■ FL CA 1 3161]
SITE NAME: TEQUESTA FLAG POLE
STRUCTURE TYPE: 130' FLAG POLE TOWERx,wR.,��K_.4
verizon MARKET: JUPITER N; 0.
PROJECT TYPE: AWS
STATE
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12-T8.20T7
LOCATION SKETCH CONTACT INFORMATION SITE INFORMATION LIST OF DRAWINGS +EFFMD FM
APPLJCANT. ARCHITECT/ENGWEER: COUNTY: PALM BEACH
V ON WIRELESS CBVR/HGH O.REt1Y,PE PARCEL IDA 6D03E03000Ro01130 SITE GENERAL ARRANGEMENT PLANS
770I E TELECOM PKWY 6113 MEMORIAL HWY, LATITUDE' 26-SR YR-NORTH T-1 TITLE SHEET
-, IENPLE TERRACE,FL 33637 TAMPA.FLORIDA 33634 LONGITUDE B(I'5'233'WEST
C-1 COMPOUND
D CTVIPLAN
PLANS
j (PER VERIZON WIRELESS RFD9) C-1 COMPOIND PLMI
+•..•`....".,a TOWER OWNER. C-2 TOWER ELEVATION,ANTENNA MOUNTS AND SCHEDU.E verizon
SITE LOCATION t,....„ V—ON WIRELESS SCOPE OF WORK
TT01 E TELECOM PKWY ELECTRICAL PLANS
E-1 GROUNDING DETAILS 7I61 E tE LECOM PKWY
o... TEMPLE TERRACE.FL 33637 THE SCOPE OF WORK CONSISTS OF MODIFYING THE EXISTING WIRELESS TEMPLE TERRACE.FL 3J63I
��. INSTALLATIONS'
• 1'i `J `�` A. REPLACEMENT OF(3)EMSTING ANTENNAS II PER SECTOR(
�V B. INSTALLATION OF(6)PROP05ED DIPLEXERS 12 PER b CTORI
.., -• - C. INSTALLATION OF(3)PROPOSED BIAST•6(1 PER HECTOR) —,_ NOA.r.r1oxWHa.
D. INSTALLATION OF 16)718'CO"CABLES
-, - E. INSTALLATION OF 16)PROPOSED DIPLEXERS IN SHELTER - 68510
--.- F. INSTALLATION OF 16)PROPOSED RRUS2212S IN SHELTER - TEQUESTA FLAG POLE
1
_ 901 N.OLD DU(IE HWY
TEQUESTA,FL 33469
CBVR PROJECT M VZW.048.18
SITE DIRECTIONS APPROVALS APPLICABLE CODES -
v—411.N
—A FLORIDA FLORIDA BUILDING CODE MI I(6M EDITION) - ---
u.wx]w.nuwm rea�w vs.E�.an.1N r.No of m� WIND DESIGN CRITERIA
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EDITION TITLE SHEET
NATIONAL IR ELECTRIC CODE(CODE 16201 E Know W HaJ1 below.
tPNulxwH __ OTY ANO OR COUNTY ORDINANCES , CBIl before you dig
r F,.F1....r. T.1
NOTE
ECK—ENT COFFIWRATON SHOWN IS BASED ON ....„„•...
5 PROVIDED DOCUMENTATION AND THE ACCURACY tVIS NOT BEE NOT N INDEPENDENTLY VERIFIED BY CBR. SUCH,
AS SUCH,
CBVRAUS EXPRESS LYUR C TES ANY THE THIR TO THE CBVR,
EXTENT THAT DEFECT IN ITS WORN PRODUCT WAS
CAUSED RY INACCURACIES WITHIN THE THIR WIRELESS.
DOCUMENTATION PROVIDED BY VERIZON WIRELESS.ALL
EXISTING AND PROPOSED EQUIPMENT CONFIGURATIONS
SHALL BE FIELD VERIFIED AND CONFIRMED BY GC WITH
THE VERIMN WIRELESS CONSTRUCTION MANAGER.
TELECOM DESIGN GROUP
EXISTING VER2ON 5117 MEMORIAL NWI.
WIRELESS ICE BRIDGE TAMP?I/TDI,FLORIDA 15474
/171171
FL CA 171614
ILE
EXISTING VERtZON
WIRELESS SHELTER
11'-B' a.rr.•nr x w u..„,u
EOUS'MENT SHELTER *�•s-
PROPOSED(6)RRUS2212'S TO BE MOUNTED ON — EXIEl— ��\\`J0' /z
INTERIOR WALLOFSHELTER'VERIFY FINAL EQUIPMENT
CONFIGURATION AND ALL MANUFACTURER REQUIRED QLEAHANCES WII H VCW UX PNI PAD
q
EXISTING CHAIN LINK
FENCED COMPOUND
CABINET LAYOUT NOT AVAILABLE.VERIFY
E%ISTNQICE
FINAL CONFIGURATION WITH VZW CX PM / SRO ��`
IIII c<` �ORIO�'�N\
NAL
PROPOSED IDI OBGICAP DIPLExERS TO BE — EXIST— �,OI III,
MID
UNITED ON OVERHEAD CABLE TRAY VVERIFY EQUIPMENT PAD
FINAL CONFIGURATON AND ALL MANUFACTURER EXISTING IJIT 12 i&201T
REWIRED CLEARANCES WITH VZW CA PQI FLAG FOIE ••e.•.e•.a
— TOWER
EXISTING VERIZON f —
WIRELESS GENERATOR
ON S A IV SLAB
4 EXISTING
< . EQUIPMENT PAD verizon✓
1• 1701 E TELECOM PKWY
• TEMPLE TE RRACE,FL 73E11
EXISTING TELCO r�
SERVICE RACK L� r.AA.c............
68510
TEQUESTA FLAG POLE
901 N.OLD DDUE FIWY
I A R TEDUESTA,FL 33469
EXISTING IJ.S'—' I\ E%18 AT&T
DOUBL swlNc FIBER RACK CBVR PROJECT III:VZW.048.16
ACCESS GATE
mm M1H
COMPOUND PLAN
�( GRAPHIC SCALE
NOTES: Dr e' 10, ,„ER„AIL
•ALL DRAWINGS HAVE BEEN PREPARED WITHWT THE AD OF A SURVEY OR A TITLE
.ALL DIMENSIONS,PROPERTY LINES,AND RIGHT OF WAYS ARE APPROXIMATE BASED (SI:ALE IN FEE IX COMPOUND PLAN
UPON AVAILABLE ONLINE RESOURCES
'IXn scALe:r=ID
•CONTRACTOR SHALL RESTORE AND REPAIR ANY DAMAGED AREAS CAUSED BY ............
CONSTRUCTION TO ORIGINAL OR BETTER CONDITION
•ALL NEW WORK TO BE PERFORMED PER LATEST VEROON WIRELESS STANDARDS S -'
SPECIFICATIONS
2C ovFRALL HERMIT.120.J Aa
TOP OF TOWER
yam— k
EX'S"GBADCENTER OF E%NESTING �FLAGPOLE TOWER ���
A BPRINT ANTENNA6
1' EL.12S AGL __--. q
EXISTING STEALTH SEGj(IRjO�,
CANISTER TELECOM DESIGN GROUP
RAD CENTER Of E%IBTINp T-MOBILE 611]MEMORIAL NWT.
ANTENWS TAMPA,FLORIDA 33634
EL 111'-1'6 118'-Y AGL
I7)0)1{]1211
RAD CENTER OF EXISTING L PROPOSED FL CAI]161.
VERIZON WIRELESS ANTENNAS E%IBTRIG FLG-%rCAYLtlN ANTENNA
EL tOS'AGL TOMREMOVEDKIDREPLACED
11 PER SECTOR.TOTAL OF 31
dr3
0.
SE�.-AD(fT a r.. uxvvcu�s vx..u�w.wcay..na
EXISTING ANTENNA MOUNT DETAILJd� ! i
NOTE: * *=
CONTRACTOR TO FIELD VERIFY ANTENNA MOUNT
CONFIGURATION HARAND PROVIDE MANUFACTURER
REOITIONAL HA ONS ST UCTURAUFACTURER
EXISTING I39 FLAGPOLE RECOMMENDATIONSSTRUCFIED AS PART OY OF
ANTENNA S MOUNTS HOT VERIFIEDON THIS PROJEC. / .1N V/
TOWER CBVR'SSCOPEOFWORKCWTMISPROJECT. s(r'.2 %� �ORIOr•
E%ICOAX CABLE ROUTED INSIDENAL
OF D+ IXIBTIND t]D' ��/O'.•
4\ / FLAGPOLE TOWER 12.18-2017 n I
E%ISTIIIG ii EALTH 97;�10g
PROPOSED VERINH WIRELESS IN CANTS TER PT'
7rB'COI%CABLE9 ROUTED INSIDE
OF TOWER PROPOSED S8NHH-1085B ANTENNA verizon✓
AND
PER
MOUNTED BELOW
EC
I S SECTOR,TOTAL OF 9 EACH I
EXISTING VERIZON PROPOSED 121 DBC-)CAP DIFLEXERS TEMPLE TERRACE.FL 33611
WIRELESS ICE BRIDGE MOUNTED BE DIN AMENNA 12 PER SECTOR.
TOTAL OF 61
EXISTING VERQON WIRELESS
EQUIPMENT PAD .............v.To1
PROPOSED ANTENNA MOUNT DETAIL 68510
TEQUESTA FLAG POLE
901 N.OLD DDQE HIM/
TEQUEBTA,FL 33.169
CBVR PROJECT N:VZW.048.18
ANTENNA SCHEDULE 1 10.1611111 COISTRu
ANllIMIA RAO ELEC.k
, CABLE PPOP06ED MIRIMUM
TOWER ELEVATION MARN BECTOR PROPOUDANTE""AB A2■UTN CENTER�NN LENGTH TILT CABLEB "HITTING CABLES BED
A-1 1 SBNHH.IDE6M Sri• 16T 1.1 1211n'COAXCABLE m7n•COAX CABLE 1r
F1 3 as"HH.IgBB T6• 10E' 1 -• (2i m-coll%cABLE �Tq•CORE eABLE tr
C-1 S 86NHH-IDOB 2]0• 16T . •• 121 TM COAX CABLE mTIB•COAB CABLE 1r
NOTES- - TmPRDALPOBEo -- t.ED.IXE
--IM 7M eOAX cA6LE
1. CONT ACTOR TO FIELD VERIFY ANTENNA MOUNT CONFIGURATION AND PROVIDE MOUNTS OR ADDITIONAL HARDWARE IF REQUIRED TO SUPPORT TOWER ELEVATION,ANTENNA
PROPOSED EQUIPMENT. MINER TO RFD6 FOR ELECTRICAL E YECHANWAL DDIINTlT1 MOUNTS AND SCHEDULE
2. ALL EQUIPMENT AND MOUNTING HARDWARE SHALL CONFORM TO DESIGN REQUIREMENTS PER FLORIDA BUILDING CODE(6TH EDITION,2D17(AND
ANSV TIA-222411 STRUCTURAL STANDARD FOR ANTENNA SUPPORTING STRUCTURES AND ANTENNAS;ULTIMATE WINO SPEED 176 MPH.3 SECOND NOTES: -1
GUST. 1. VERIZON WIRELESS CURREIMY HA61617Nr COAX CABLBB C-2 J
]. AZIMUTH INFO TAKEN FROM VERUX)N WIRELESS RF SITE DESIGN DATA.TOWER AND ANTENNAS HEIGHTS TAKEN FROM RECENT TOWER SURVEY DATA INSTALLED.
X. RE 2, ANTENNA CURRENT R BEFORE INSTALLATION.
EXISTING TOWER INFORMATION BASED ON STRUCTURAL ANALYSIS REPORT BY POWER OF BENNETT III PLESS,DATED 11117=17
]. ANTENNA CUR DIAGRAMS ARE
FROM RFDS.
7L-CARGO.SCREWS -INSULATOR PART R NSJB-N "--'
1I141',17 OR OR APPROVED EQUIVALENT
UI'aA'a2P SUS BAR \\
SITE PRO 1
EXTERIOR GROUND RNG,X2 PART FS YB n14 SS BOLT CBVR
SOLIDBARETINNED COPPER � yb mut)
GROUNDING CONDUCTORHICKAG ( ) �._
OEFORMIiI ES ALLOWED eel l "]d EXOTHERMIC WELD X oeoMETALLIC BOX BRASS TWO MOLE 'I : f ' TELECOM DESIGN GROUP
ITHERMOWELD OR ]AN11 f e
EGUNALENT'PARALLEL.NO HOUSING ETC MtGMµ1GN. •o'I
rrr���'''���{{{/// 5117 MFYORIAL MWr,
i-WELDALLOWED. CONNECTOR WITH ` \ l�o i TAMT?.FLORIOA]70]I
\ p2 AWGBME �RIIARDVIME \\ u ��aa]],,,, MOUNTING �� I1)011{]1233
MIN TURNING �� TINNED SOLID >ul BRACKETFAFITc FL CA 171N1
\\ MT2CO OR
RADIUS<5'ITVP.)) �\ COPPER WIRE APPROVED
�D (UNIT BOND)
JUMPER XISOLIp BARE \ 0rB'LOCJ(WASItER \ EOVNALENT _ •,
TINNED COPPER `PARALLEL EXOTHERMIC WELD M'.314 SSBCLT
GROUNDING CONDUCTIONSSANCLEADMT(XN
TO GROUND RING 2'AWG TINNEDWIRE PMTI,MG-AOAPH(OR
LEADWITHERMOWELD APPROVEO FOUIVALENT
CONTRACTOR 10 APPLY
(TOWER MOUNTING KIT) LOWER8IELD OR NO[SL
0.
EXOTHERMIC WELD DETAIL TYP.METALLIC GROUNDING DETAIL TYPICAL GROUND BAR DETAIL
�IN,A .xEHX i
COAX CABLE TO NOTES:
ELECTRICAL
NOTES: GROUNDING NOTES: ANTENNA OR TMA DO NOT INSTALL CABLE GROUND KITATA SEND AND
WEATHERPROOFING WI ALWAYS DIRECT GROUND RF GOWN TO GRDIIND
ALL ELECTRICAL WORK SHALL CONFORM TO THE LATEST EDITION OF THE +ILL DOWN GROUND WIRE AND GROUND SYSTEM WIRE SHALL BE XZ AWG,SOLID, KIT(SEE NOTE 3) BAR
NATIONAL El ECTRDa f1X1E(MEC),AID APPI ICANEID(:AL CODES BARE.TINNED COPPER.ALL CONNECTIONS TO GROUND SYSTEM SHALL BE 2. GROUNOING KIT SHALL BE TYPE AND PART NUMBER �( 40RIOP
EXOTHERMICALLY WELDED AS SUPPLIED OR RECOMMENDED BY CABLECOAX CABLE MANUFACTURER,
CGaROEJNDING SHALL COMPLY WRHMTICLE 2500E NATIONAL ELECTRICAL WHERE
MECHAWIAIYPE CLAMPS IN SPONNECTIONSAREBOLT TYPE SPECIFIED,
TORS BHALED.USED GROUNDING CLAMP KIT 3 WEATHERPROOFING
SHALL BE aARECDMME AND NOD OBVCABLE / NAL
��O
MSREVGSTRANDED CU NUMBERASSUPP MANUFACTURER. 12-1B-2017
ALL ELECTRICAL ITEMS SHALL BE U.L.APPROVED OR LISTED, CCNN TORO—ZING IN MD-GAIVATEREOD F%.CAA I Y EXOTHERMIC—D OTHER
WELD T WIRE WITH GREEN, BUTYL TAPE WEATHERPROOFING MUST FOLLOW
CCMIIIJCTOR CAI O-Ga.V AFTER EXOT/ERMICAl1Y WEIDOTHEREND TO GROUND 600VTHWN INSUUTION MMUFACTURER'SINSTALLATIONINSTRUCTIONSWFIH NINNI3 NIA
ALL PARES SMALL BE AWG NN N2 TNNL:LPPER UNLESS NOTED. (GROUNDED)( THE FOLLOWING MCIENFICATION-.ON THE FIRST TAPE
MOUND BAR)(SEE
PEST TO CGCOMPLETKN A WORN.00N OJGROUNDTEST.SUBMIT WRITTEN PASSPROVDEACOURTESYWRAP U AVOID
CONDUCTOR SHa 1 BF INSTa I FO IN SCHFDLILE 10 PVC CCWIXIIT UNLESS TEST TO GONSTRIKTgN MANAGER AND PROJECT MANAGER NDTFS'A 2) PEHMMENTLY ALMERIND IU THE COAX CONIECIOIL
NOTED OTIERWISE
ALL GROUNDING WORT(SHALL COMPLY WITH VERIZON WIRELESS STMOMDS. COAX CABLE TO S. CON TAPE APPROXIMATELY S IN TOWARD
711 TILE
RQUIETPATGROUNDING POSSIBLE
BE 1LL0F1C.IHE SHDRTESTATD EOUPMENT AT GRADE CONNECTOR AND THEN RAP 2 EVERSE;THE TAW AHALF
STRAIGHTEST PATH PoSSIBLE BE W GROUNDINGLEADS WITH A MINMUNA 6 UKESS NU IEU U IHtHWISE.ALL GHCXXAMMi JHPLL tlE N ACI:UHUANL;E WITH OR SOT TOR,THEN REVERSE THE TAPE A HALF TURN
RADIUS W SO I NGT THE STICKY SIDE 6 UP.CONTINUE
VER120N ION FOR
CELL
REO ES'AND' TER RESISTANCE
NC,GROUNDING ND TRM6IENT WRAPPING THE TAPE OVER THE CONNECTOR UNTIL)
PFIOTEENLAUtµ INUEPtNU,N I ZEST—FIRM I U I ES I ANU VERIFY I HA I GROUNDING
SHALL AL SITES' WTH RESISTANCE TO EARTH TESTING'ALL INCHES BEYOND THE CONNECTOR µO REVERSE THE verizon
RESISTANCE DOES NOT EXCEED 5 OF TO CROWD TEST GROUND RING GROUNDING SHALL ALSO COMPLY WITH ALL STATE µD LOCAL CODES.AND THE TAPE A HALF TURN AGAIN OR SO THAT THE STICKY
RESISTANCE PRI(XL TO MAKING FINAL(ROUND CCNNEf,T10NS TO NATIONAL ELECTRICAL CODE(NEC). SIDE 5 GOWN FOR MOTHER 2INCHES.
INFRASTRUCTURE AND ECUPMENT.GROUNDING AND OTHER OPERATIONAL UNIlESS NOTED OTHERWISE,All GROUNDING CONNECTIONS SHALL BE MADE BY AN 6. WHEN MPLJED,THE TAPE MUST BE ABOVE 32T(0•CI
TESTNG SHALL BE WITNESSED BY VERIZON WIRELESSS REPRESENTATIVE. TO ENSURE ADHESION /1A1 E TELECOM PKYIY
EXOTHERMIC WELD. T. DO HOT STRETCH THE TAPE AND DO NOT PULL THE TEMPLE TERRACE.FL 33637
PROVIDE PULL BOXES AND JUNCTDN BOXES WHERE REQUIRED SO THAT COAX CABLE GROUND THE TO TEM AP IT-ALWAYS CUT IT.PULLED TE
CONDUIT BENDS DO SITES NOT EXCEED 360' DACE TO EARTH TESTING IS REOUNED PER NEC STMDARDS ON ALL.NEW s,YLS N r s EVENTUALLY UNRAVELS DECREASING POSITION.
SITES tl. TIGHTLY WRW IHE RUBBER TAPE WTI H 2 LAYERS OF
OBTAIN PERM175 MC PAY FEES RELATED TO ELECTRICAL WORK NEW INSTALLED µTMNA PIPE MOUMS SHALL BE EXOTHERMICAL GROUNDED WI VINYL INSULATING THE
PERFORMEDONTHI6 PROJECT.DELIVER COPIES OF ALLPERMITSTO A2 AWG SOLID TINNED COPPER TO EXISTING GROUND SYSTEM(EACH SECTOR) xro....In.
VERIZON WIREL ESS REPRESENTATIVE 6BS1O
SCHEDULE µDATTENDINSMCTKNB RELATED TO ELECTRICAL WORK ALL NFWCMXORHYBRIDCABLEBSHALLBErAMNDFDWISUPRLEDGROU W SMFLATWASHER
REOUIREDBYlURISDICnONIMVINGAUT110RDY.CORRECTMD PAYFOH TO SECTOR GROUND SYSTEM. TINCOATED.SOLIDCOPPER (TYP,) TEQUESTA FLAG POLE
ANY WORK RFOUIRFD TO PASS ANY FAIT ED INSPFC.TXN BID
BM PER SPLCIFICAITONS 901 N.OLD DULIE HIM
BOB BOLT(TYP.) TEQUESTA,FL 33469
REDUNED AS-GUILTS ARE TO BE DELIVERED TO VERIZON WIRELESS 2 ROLE.LONLJ B HHEL IINNED
REPRESENTATIVE SOLID COPPER LUGR P.)
CBVR PROJECT M:VZW.048.18
ALL VIORK SHALL BE PERFORMED IN STRICT ACCORDANCE WITH ALL
APPLICABLE BUILDING CODES AND LOCAL ORDINANCES,INSTALLED IN A NOTE:MINIMUM OF 3 THREADS
NEAT MANNER.AND SWILL BE,SLKUECI TO AFFH(NAL BY VERVION
WHELESS RENIES ATTATIVE TO BE VISIBLE(TYP.)
CONDUCT A PRE-CONSTRMTION SITE VISIT AND VERIFY EXISTING SITE SIB FLAT WASHER
CONDITIONS AFFECTING THIS WORK REPORT µY OMISSIONS OR ITYP.)
DISCREPANCIES FOR CLMIFICATION PRIOR TO TIt STAFT OF
CONSTRUCTION. VS NUT ITYP.)
ONE FLY INSULATOR INSTALLED IF
PROTECT ADJACENT STRUCTURES AND FINISHES FROM DAMAGE.REPNR TO SIB SPLIT WASHER REQUIRED PER SFEOFICAI IONS
ORIGINAL CONDITION ANY DAAWGEU AREA ITYP-)
REMOVE DEBRIS ON A DNLY BASIS.DEBRIS NOT REMOVED IN A TIMELY NOTES. NxLEi uNI
FASHION WILL BE REMOVED BY OTHERS AND THE RESPONSIBLE
SUBCONTRACTOR SHALL BE CHARGED ACCORDINGLY.REMOVAL OF DEBRIS 1, ALL HAROWME IBJI STAINLESS STEEL INCLUDING SPLIT WASHERS. GROUNDING DETAILS
SHALL BE COORDINATED WITH THE O'N14ER'3 REPRESENTATIVE.DEBRIS 2 COAT WIRE END WITH ANTI-OXIDATION COMPOUND PRIOR TO INSERTION INTO LUG BARREL AND CRIMPING.
BHAL I.BE RFMOVFD FROM THE PROPFRTY AND OISPOSFD OF IFCALIY 3 APPLY ANTI-OXIDATION COMPOUND BETWEEN ALL LUGS AND BUSS BARS PRIOR TO MATING AND BOLTING.
UPON COMPLETION OF WORK,THE SITE SHALL BE CLEM AND FREE OF DUST
AND FINGERPRINTS.
GROUND BAR LUG DETAIL �e•1
SHE:M,6
bennett& pless
Experience Structural Expertise
CBVR
IF
TELECOM DESIGN GROUP
Structural Anal sis Report
Structure : 128 Foot Stealth Monopole
Proposed Carrier : Verizon Wireless
Carrier Site Name : Tequesta Water Treatment Facility
Carrier Site Number : 2117916
Site Location :901 N. Old Dixie Hwy
Tequesta, FL 33469(Palm Beach County)
26.9681, -80.0898
Date : November 17, 2017
Max Member Stress Level : 44%(Pale) �y�t1111r1i��
601/16(Anchor bolts) �..�... � �,��o`r�
o
Result : PASS =
rrr No. 71251
'}r
!-- STATE OF
Prepared by: / °)F OR4v►"
Bennett & Pless, Inc. T 1117117 o>M.
B&PJob No.: 17301.009
Atlanta Boca Raton I Charlotte I Chattanooga
750 Park of Commerce Drive,Suite 200,Boca Raton,FL 33487 1 T:561 282 2676 F:561 989 0277
www.bennett-pless.com
Page 2
November 17, 2017
Table of Contents
Introduction..............................................................................................................3
ExistingStructural Information.............................................................................3
Final Proposed Equipment Loading for Verizon Wireless..................................3
DesignCriteria ........................................................................................................3
AnalysisResults........................................................................................................4
Assumptions..............................................................................................................4
Conclusions...............................................................................................................4
StandardConditions................................................................................................5
Disclaimerof Warranties........................................................................................5
Calculations ................................................................................................Attached
N'erizon RFDS Documentation .................................................................Attached
bennett&ple55 10
Page 3
November 17, 2017
Introduction
We have completed our structural analysis of the proposed equipment installation on the foregoing tower
to determine its ability to support the new loads proposed by Verizon Wireless.The objective of the
analysis was to determine if the tower meets the current structural codes and standards with the proposed
equipment installation.
Existing Structural Information
The following documents for the existing structure were made available for our structural analysis.
Tower Information Intellisite Tower Mapping
Foundation Information Not Provided
Geotec:hnical Information Not Provided
Existing Equipment Information Verizon RFDS
Tower Reinforcement Information The tower has not been previously reinforced.
Final Proposed Equipment loading for Verizon
The following proposed loading was obtained from the Verizon Wireless RFDS:
AntennaiEquipmcrit Coax
Mount RAD Qty, antenna Type Qty- Size;Type
1 Stealth Canister Mount
105 3 SBNHH-1D65B Panel 6 7!8"Coax
105 6 JIMA DBC-7CAP Diplexer 6 7/8"Coax
3 Commsco a AISG Bias T
Note:Proposed equipment shown in hold.
Note:(3)exislinp CSS FLGAXAP-6654C to be rephiced b% the proposed loading Abu+e.
Design Criteria
The tower was analyzed using tnxTower(Version 7.0.8.5)tower analysis software using the following
design criteria.
State Building Code Florida(FBC 2017,6*Edition)
TIA/EIA Standard Code TIA-222-G
Basic Wind Speed 170mph(V-ult)
132 mph(V-asd)
Basic Wind Speed-Service 60 MPH(V-asd)
Steel Strength
Monopole 65 ksi
Baseplate ASTM A572-50 ksi
Anchor Rods ASTM A615—75 ksi
Exposure Category C
Topographic Category(height) 1 L0.0 ft)
Structure Class tI
bennett& pless
Lori McWilliams
From: Debra Telfrin
Sent: Monday, August 29, 2022 11:43 AM
To: Lori McWilliams
Cc: Debra Telfrin
Subject: FW: Agenda: Verizon 281508 - Tequesta Water Treatment Facility Proposed
Modifications- FDN Evaluation
Attachments: Tower Enhancement Treatment Plan.pdf
Hi Lori,
Forwarding as an FYI and addition to the original agreement if deemed necessary.
Thank you,
Debra A. Telfrin
Executive Assistant
Village Manager's Office
561-768-0465
From: Jeremy Allen <jallen@tequesta.org>
Sent: Thursday, August 25, 2022 2:01 PM
To: Debra Telfrin <dtelfrin@tequesta.org>
Subject: RE: Agenda: Verizon 281508 - Tequesta Water Treatment Facility Proposed Modifications- FDN Evaluation
Does not need to go on the agenda. This is administrative sign -off as part of a previously approved agreement that went
in front of council.
PA&",4&elt
Village Manager
Village of Tequesta
iallen@teauesta.ore
(561)768-0465
From: Debra Telfrin <dtelfrin@tequesta.org>
Sent: Thursday, August 25, 2022 1:52 PM
To: Jeremy Allen <jallen@tequesta.org>
Cc: Debra Telfrin <dtelfrin@tequesta.org>
Subject: Agenda: Verizon 281508 - Tequesta Water Treatment Facility Proposed Modifications- FDN Evaluation
Sir,
Confirming this does not need to go on the agenda? However should be attached to the agreement?
Thank you,
Debra A. Telfrin
Executive Assistant
Village Manager's Office
561-768-0465
From: Doug Chambers <dchambers@teguesta.org>
Sent: Thursday, August 25, 2022 1:14 PM
To: Beth Barrington <beth.barrington@caawireless.com>
Cc: Peyton Gassaway <pevton.gassaway@caawireless.com>; Jose Rodriguez <iodriguez@teguesta.org>; Marjorie Craig
<mcraig@teguesta.org>; Nathan Litteral <nlitteral@teguesta.org>; Debra Telfrin <dtelfrin@teguesta.org>
Subject: RE: [EXTERNAL] Verizon 281508 - Tequesta Water Treatment Facility Proposed Modifications- FDN Evaluation
Beth
Please see attached signed document.
You are required to obtain a Permit prior to installation.
Please contact the Village of Tequesta Building Department @ 561-768-0453 or
https:J/www.tequesta.org/1384/Permits
Doug
Doug Chambers
Director
Department of Public Works
Phone: 561.768.0483
Email: dchombers@teguesta.org
Village of Tequesta
136 Bridge Road Tequesta, Florida 33469
www.teguesta.org
From: Beth Barrington <beth.barrington@caawireless.com>
Sent: Thursday, August 18, 2022 1:36 PM
To: Doug Chambers <dchambers@teguesta.org>
Cc: Peyton Gassaway <peyton.gassaway@caawireless.com>; Jose Rodriguez <jodriguez@tequesta.org>
Subject: Re: [EXTERNAL] Verizon 281508 - Tequesta Water Treatment Facility Proposed Modifications- FDN Evaluation
*"This Email was sent from an external source. Please be mindful of its content"
Thank you Doug
Thank you,
Beth Barrington
941-716-2123
CAA wireless
beth.barrington(@caawireless.com
On Thu, Aug 18, 2022 at 1:34 PM Doug Chambers <dchambers@tequesta.org> wrote:
Beth
I have forwarded all documents to VOT Legal for review.
Once approved, a Permit will be required through the Village of Tequesta Building Department and
the installation will need to meet the Current Florida Building Codes and wind load requirements.
Doug
Doug Chambers
Director
Department of Public Works
Phone: 561.768.0483
Email: dchambers@teauesta.org
Village of Tequesta
136 Bridge Road Tequesta, Florida 33469
www.teguesta.org
From: Beth Barrington <beth.barrington@caawireless.com>
Sent: Thursday, August 18, 2022 9:15 AM
To: Doug Chambers <dchambers@teguesta.org>
Cc: Peyton Gassaway<peyton.gassawav@caawireless.com>; Jose Rodriguez <irodriguez@tequesta.org>
Subject: [EXTERNAL] Verizon 281508 - Tecluesta Water Treatment Facility Proposed Modifications- FDN Evaluation
**This Email was sent from an external source. Please be mindful of its content —
Good morning Doug,
We contacted A & E regarding the foundation evaluation.
From A & E:
Oftentimes it is industry accepted practice that if the tower itself has capacity, the
foundation is also sufficient to bear the load; since the foundation is designed to carry the
load of the tower and all proposed equipment. This tower is currently showing 44.2% in
the tower and 58% in the anchor bolts, and industry limit would be up to 105%. Also this
is a flagpole, meaning that the changing of the equipment has little impact on the overall
capacity of the tower since all the wind loading is derived from the tower and the
concealment canisters.
Please let us know if you have comments or questions.
Thank you,
Beth Barrington
941-716-2123
CAA wireless
4
beth.barringtonAcaawireless.com
On Wed, Aug 17, 2022 at 12:45 PM Doug Chambers <dchambersaa,teguesta.org> wrote:
Beth,
I have concerns that the existing tower foundation was not evaluated.
Please advise.
Anglia R u.,
proposedBased on the foregoing lnfonnatioti� our structural analysts detertnink
structurally capable of supporting the equipment The e
evaluatednot due to lack N infonnation.
The existing tower described above does have sufficient capacity to support
on the governing Building Code. Ile existing tower foundation was not
information.
I
Doug Chambers
Director
Department of Public Works
Phone: 561.768.0483
Email: dchambers&tet ta.org
Village of Tequesta
136 Bridge Road Tequesta, Florida 33469
www.teauesta.or
From: Beth Barrington <beth.barrington@caawireless.com>
Sent: Tuesday, August 16, 2022 2:51 PM
To: Doug Chambers <dchambers@teguesta.org>
Cc: Peyton Gassaway <peyton.gassaway@caawireless.com>
Subject: [EXTERNAL] Verizon 281508 - Tequesta Water Treatment Facility Proposed Modifications
Mimecast Attachment Protection has deemed this file to be safe, but always exercise caution when opening files.
""This Email was sent from an external source. Please be mindful of its content —
Good afternoon Doug,
As we discussed, Verizon is proposing modifications to their equipment on the flagpole at the Water
Treatment Facility.
Specifically, Verizon intends to swap (3) antennas, remove (6) diplexers and add (9) diplexers.
I am attaching the construction documents for your review and a consent letter for signature.
Once the modifications are approved, please send the signed letter back to me via email.
Please let us know if you have any comments or questions.
Kind regards,
Beth
Thank you,
Beth Barrington
941-716-2123
CAA(wireless
beth.barrington(@caawireless.com
On Wed, Jul 13, 2022 at 11:48 AM Doug Chambers <dchambersAtequesta.org> wrote:
Beth please see attached as well.
Doug Chambers
Director
Department of Public Works
Phone: 561.768.0483
Email: dchambers4tequesta.org
Village of Tequesta
136 Bridge Road Tequesta, Florida 33469
www.tecluesta.or
From: Doug Chambers <dchambers@teguesta.org>
Sent: Wednesday, July 13, 2022 9:24 AM
To: Beth Barrington <beth.barrington@caawireless.com>
Cc: Debra Telfrin <dtelfrin@teguesta.org>
Subject: FW: [EXTERNAL] Verizon 281508 - Tequesta Water Treatment Facility Proposed Modifications
Beth
Attached is the only drawing the WTP has for the tower.
Doug
Doug Chambers
Director
Department of Public Works
Phone: 561.768.0483
Email: dchambersCtequesta.or-a
Village of Tequesta
136 Bridge Road Tequesta, Florida 33469
www.teguesta.org
From: Beth Barrington <beth.barrington@caawireless.com>
Sent: Tuesday, July 12, 2022 12:33 PM
To: Doug Chambers <dchambers@teguesta.org>
Cc: Peyton Gassaway <Peyton.gassaway@caawireless.com>
Subject: [EXTERNAL] Verizon 281508 - Tequesta Water Treatment Facility Proposed Modifications
*"This Email was sent from an external source. Please be mindful of its content"
Hi again Doug,
It was a pleasure speaking with you this afternoon.
Besides Verizon, I have documents showing Sprint and T-Mobile having equipment on this flagpole.
I am looking for the current Sprint and T-Mobile loading on the flagpole and also any structural analysis you
may have for both carriers equipment.
If you have any questions, please do not hesitate to reach out to me.
Kind regards,
Beth
Thank you,
Beth Barrington
941-716-2123
CAA wireless
beth.barrington(&caaNN ireless.com
This email has been scanned for email related threats and delivered safely by Mimecast.
For more information please visit http://www.mimecast.com
This email has been scanned for email related threats and delivered safely by Mimecast.
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10
a
,swerizvoinv/
August 16,2022
VIA Electronic Delivery
The Village of Tequesta
345 Tequesta Drive
Tequesta, FL 33469
Verizon Wireless
4700 Exchange Cioum Suite 100
Boca Raton. Florida 33431
RE- Land and Tower Least Agreement dated August 12,2014 betwe=The Village of Tequesta, (Lessor") and Cellco
Partnership, d/bla Verizon Wireless, ("Lessee") and as amended.
VerizonWireless Site Name and ID: Tequesta Water Treatment FacilityiN ISO$
Dear Sir or Madam -
The purpose of this toner is to obtain Landlord's written consent, pursuant to Section () of the Lease, to certain proposed
modifications by Verizon Wireless to its equipment located on the communications tower described herein below. Verizon
Wireless hereby requests your consent to the following equipment modifications -
Equipment to be removed-
3 antennas
6 diplexers
Equipment to be added:
3 antennas
9 diplexers
A structural analysis has been performed based on the proposed equipment modifications, and such analysis reflectsthe existing
structure is adequate to support the existing and proposed equipment loading.
Please indicate Lessor's consent to the proposed modifications by signing in the space provided below. Please email the signed
consent back to the original sender.
Thank you for your cooperation with this matter. If you have any questions or concerns regarding this notice, please feel free
to contact = or Beth Barrington with CAA Wireless at 941-716-2123. beth-hamnatonia caawirclesscom.
Sincerely,
ontc�wgro
Real Estate Manager
Verizon Wireless
(561)095-5555
The Village of'reclucsta:
By:
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Date:
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Page 4
November 17, 2017
Anal sis Results
Based on the foregoing information,the existing tower is structurally capable of supporting the
proposed equipment loads.The base plates and anchor rods have also been evaluated and are
structurally capable of supporting the proposed equipment loads.The foundation information was
not available at the time of analysis,however,given that the tower is sufficient it is assumed that the
foundation is also acceptable.
Note:This analysis has not considered the spline within the stealth canisters which begin at a height
of 99 ft. Information on the spline(shape and yield strength)were not provided at the time of this
analysis and therefore was not evaluated.However,as this spline was originally designed to resist
the full wind load of the canisters above,there will be no increase in stress beyond the original
design.As such,the spline is considered as structurally sufficient for supporting the proposed
installation.
Assumptions
The below assumptions are true,complete and accurate.
The existing tower has been maintained to manufacturer's specifications and is in good condition.
All member connections are considered to have been designed to meet the load carrying capacity of the
connected member.
Antenna mount loads have been estimated based on generally accepted industry standards.
The mounts for the proposed antennas have been analyzed and designed by others.
Sec additional assumptions contained in the report attached.
Tower is within acceptable engineering tolerance at 105%.
Foundations are within acceptable engineering tolerance at 110%.
Conclusions
The existing tower described above has sufficient capacity to support the proposed loading based on the
governing Building Code.The foundation is assumed to be acceptable based on the tower capacity.
We appreciate the opportunity of providing our continuing professional services to you. if you have any
questions or need further assistance,please call us anytime at 678-990-8700.
,0%111111///,/
Sincerely, 0 G e N sF T jo%i
Analysis by:
No. 71261 * _
Reviewed by: - STATE OF
MOP-
Chunhui Song, E:IT John Bozzetto, PE i ONAL
Design Engineer Manager,South Florida Office 1/17/17 �/0 ft 1 II 1111\1�
bennetr pless 0
Standard Conditions
All engineering services are performed on the basis that the information used is current and correct.This
information may consist of,but not necessarily limited,to:
Information supplied by the client regarding the structure itself,the antenna and transmission line
loading on the structure and it components,or relevant information.
Information from drawings in possession of Bennett&Pless,or generated by field inspections or
measurements of the structure.
It is the responsibility of the client to ensure that the information provided to Bennett& Pless and used in
the performance of our engineering services is correct and complete. In the absence of information
contrary,we consider that all structures were constructed in accordance with the drawings and
specifications and are in a un-corroded condition and have not deteriorated,and we,therefore consider
that their capacity has not significantly changed from the original design condition.
All services will be performed to the codes and standards specified by the client,and we do not imply to
meet any other code and standard requirements unless explicitly agreed to in writing. If wind and ice
loads or other relevant parameters are to be different from the minimum values recommended by the
codes and standards,the client shall specify the exact requirements. In the absence of information to the
contrary,all work will be performed in accordance with the revision of ANSIrTWEIA-222 requested.
All services are performed,results obtained and recommendations made in accordance with the generally
accepted engineering principles and practices. Bennett&Pless is not responsible for the conclusions,
opinions and recommendations made by others based on the information we supply.
Disclaimer of Warranties
Bennett& Pless Inc. makes no warranties,expressed or implied, in connection with this report,and
disclaims any liability arising from the ability of the existing structure to support the design loads for
which it was originally designed. Bennett& Pless Inc. will not be responsible whatsoever for or on
account of,consequential or incidental damages sustained by any person, firm,or organization as a result
of any data or conclusions contained in this report. The maximum liability of Bennett& Pless pursuant to
this report will be limited to the total fee received for preparation of this report.
bennett _ pless
Attachment l :
Calculations
bennett&pless 10
IDESIGNED APPURTENANCE LOADING
TYPE ELEVATION TYPE ELEVATION
13:16'x1(r Panal ISfml 1241W Parml TxlO-xWi TMabla) 111.75
Cani-WTOG Wr 123 PaWr.1Tx4r,T4AMle) 11175
Paid 4klD'x8-(T Madkj 11025 jI Anrllew SM44WID0581Nmd ) 105.33
P"4Y1U'xS'IT-Mabla) 11625 61 AAA DaC-MAP Namon) 10533
CeaW&ITx294NT 114 ;.il Con' &xpeA15GNWzon) 10533
P.rd 41.00'x8-(T Mcbia) 111.75 C, lsW 1D5128.49W 104
Pana1 4111YNT ITWMIAj 111.75
I MATERIAL STRENGTH
GRADE Fy Fu GRADE Fy Fu
".D R A572-55 G5 As1 all Av
TOWER DESIGN NOTES
1- Tower is located in Palm Beach County,Florida.
2 Tower designed for Exposure C to the TIA•222-G Standard,
3. Tower designed for a 132 mph basic wield in aoeordance with the TIA-222-G Standard.
4- Deflections are based upon a 60 mph wind.
5 Tower Structure Gass II.
6- Topographic Category 1 with Crest Height of 0.000 fl
7 TOWER RATING:43.7%
n p N
W.2 f,
n p T
d
:113r
I i
3 ALL REACTIONS
ARE FACTORED
AXIAL
16K
SHEAR MOMENT
20 K . J 1339 kip-fi
O.0 11
TOROUE 4 kip•A
`r REACTIONS-132 mph W1140
�y Bennett and Pless v°68510 Tequesta Flag Pole VZW
ennea&pless R 750 Paris of Commerce Dr.,Ste 200 an1011 Wnopole Structural Analysls
FFFF'"' Boca Raton,FL Cle' VeRt101 Bridge Drawr o uozzut a
Expeoeroe Phone:561-2t38-1187 Code- TIA-222-G 0sn:11120117 'cal" N's
FAX: Pain' ,CT�pN:i E 1
b
to xTower Jo 68510 Tequesta Flag Pole VZw Page1 of 10
Bennett and Pless Project Date
750 Park o1 Contmrn-e Dr .5te:uo Monopole Structural Analysis 14:33:05 1112007
BOcn Raton,FL Client
I Designed by
Phone:561-288-1187
Vertical Bridge FAX: JBozzetto
Tower Input Data
There is a pole section.
This tower is designed using the TIIA-222-G standard.
The following design criteria apply:
Tower is located in Palm Beach County,Florida.
Basic wind speed of 132 mph.
Structure Class iL
Exposure Category C.
Topographic Category 1.
Crest Height 0.000 ft.
Deflections calculated using a wind speed of 60 mph.
.A non-linear(P-delta)analysis was used.
Pressures are calculated at each seetion.
Stress ratio used in pole design is 1.
Local binding stresses due to climbing loads,feed line supports,and appurtenance mounts are not considered.
Options
Consider Moments-Legs Distribute Let Loads As Uniform Usc ASCE 10 X-Brag Ly Rules
Consider Moments-Horizontals Assume Legs Pinned V Calculate Redundant Bracing Forces
Consider Moments-Diugorutls 4 Assume Riod Index Plate Ignore Redundant Member in FE-A
Use Moment Magnification J Use Clear Spans For Wind Area SR Leg Bolts Resist Compression
Use Code Stress Ratios J Use Clear Spans For ICL7 All Leg Panels Have Same Allowable
V Use Code Safety Factors-Guys Rctcnsion Guys To Initial Tension Offsct Girt At Foundation
Escalate Ice Bypass Mast Stability Checks V Consider Feed Line Torque
Always Use Max Kz V Use Azimuth Dish Coefficients Include Angle Block Shear Check
Use Special Wind Profile J Project Wind Area of Appun. Use TIA•222-G Bracing Resist.Exemption
Include Bolts In Member Capacity J Autocalc Torque Arm Areas Use TIA-222-G Tension Splice Exemption
Leg Bolts Are At rop ofsc cm Add IB(*.6D+W Combination Poks
Secondary Ilorizontui Braces Leg V Sort Capacity Reports By Component J Include Shear-Torsiun Interaction
Use Diamond inner Bracing(4 Sided) Triangulate Diarnond Inner Bracing Always Use Sub-Critical Flow
SR Members Have Cut Ends Treat Feed Line Bundles As Cylinder Use Top Mounted Sockets
SR Members Arc Concentric
Tapered Pole Section Geometry
Section F1e►wtinn Section Splice Number TOP Bottom wall Bend Pole Grade
Length Length of Dianwter Diameter T&ickn ss Radius
1i fr %t Skies in in in in
LI 990MI-66.167 32,833 (Ma10 18 26.4993 31.0123 0.2120 0.8480 A572-65
(b5 ka)
I? 66.167-33.330 32.837 0.000 18 31.0123 35.5258 0.3480 1.3920 A372-65
(65 ksi)
L3 33.330.00M 33.330 18 35.5258 40.1072 0.4110 1.6440 A572-65
(h5 ksi)
b
tmrTower Jo 68510 Tequesta Flag Pole VZW Page2 of 10
Bennett and Pless Project Date
750 Park of Commerce Dr,Ste-2W Monopole Structural Analysis 14:33:05 11/20/17
Bona Raton,FL Client Designed by
Phone:561-288-1187 Vertical Bridge
F.f.K: I J Bozzetto
Tapered Pole Properties
Set-tine Tip Dia. Area I r C Pc I Ito
in itr tn' in in ter` rtr' ur in
LI 26.9O81 I7.6884 1544? _-
520 a 9.3320 13.4616 114.7150 309U360 8:8459 4,2908 20.239
31.4907 20.7252 2483,9627 10.9341 15.7542 157,6694 4971,1939 10,3645 5.0850 23,986
L2 31.41407 3.1.870.1 4023.6740 11LKR58 15.7542 255.4025 9052.6424 16.9384 4.K457 13.924
36.0739 38-8558 6074.7932 12.4881 18.0471 3301471 12137.5797 19.4316 5.6401 W207
L3 30.0739 45.8078 7136.0625 12.4658 18.0471 395.4126 14281.5149 22.9083 5.5292 13.453
4C7259 51.7842 10309.3627 14 Nt 1 20.37" 505,9949 20632.2907 25.8970 6.3355 15,415
Toner Gu3•set Gusset Gusset Grade Adjust.Factor Adjust. Weight dirt. Double:fergle Double Angle Do Ur Angle
Eiccurion Area Thick"Ss Ar Factor Stitch Bolt Stitch 601( Stitch Bolt
(Per face) Ae Slwcitrg Spacing Spacing
Diogmrals 11nri_omals Redundanis
jl lr in in in in
L1 I I I
99,000-66,167
L2 I I I
66.167-33.330
L3 I 1 1
33.330-0.000
Feed Line/Linear Appurtenances - Entered As Area
Description Face Allow Component Plat rOhllf Total CA )1 ei,gire
or Shield Tipe ,Number
u'K It *-Ift kIl
7W,Coax C No Inside Pole 99.0(N)-60)(1 6 No Ice 0.000 0.0(x)
(Verizon)
7,08"Coax C No inside Pole 99.(.M)-6.000 6 No lee 0.000 0.000
(Verizon)
718"Coax C No Inside Pole 99.0(N)-0)00 6 No Ice 0.000 0.01H)
(T-:Mobile)
7!8"Coax C No Ituide Pole 99.000-6.000 6 No lee 0.000 0.000
(T-Mobile)
1 5t8"coax C No Inside Pole 99,0(N)-6.000 6 No Ice 0.000 0.001
(Sprint)
sG,,YtRs
*Reserve*
•BBE'
•Reserve•
Feed Line/Linear Appurtenances Section Areas
Tor+er Tower Face Ak Af C,eAI CIA, Height
Section Elevation In Face Ora Face
fr !r _ !r ---k Jr - k -
L l 99.000-66.167 A O A00 0.000 0.000 0.000 0.000
B O-WO IL(N)0 010l 0.011) 0.Wo
C 0.000 0.000 0.000 O.Wo 0-284
L2 66.167-33.330 A 0.000 0.000 0.000 0.000 0.000
B 0.000 0.000 0.000 0,000 0,000
C O.nm 0.000 OA(x) 0A00 0184
L 1 33.330-).(N)0 A 0_(M)0 O.WO 0.(Nx1 0_[N)0 0.000
tmrTower Job Page
68510 Tequesta Flag Pole VZW 3 of 10
Bennett and Pless Project Date
751)Park of Commerce Dr,Str 200 Monopole Structural Analysis 14:33:05 11/20/17
Boca Raton.FL Client
Phone:561-288-1187 Designed by
Vertical Bridge FAX: JBozzetto
Towner Trnatr Face A, 4, CA14.4 ('1.44 Freight
section Elevation In Farr Out Face
t !r jr jt-' fir' K
B 0 000 0 000 0 000 O.n110 0.000
U W(HIO 01H)0 n.(H)O ILIH10 0.236
Feed Line Center of Pressure
Section Elevation CP, (f' CP.% CP"
Ire Ice
j in in in in
LI 99,000-66.167 U.()t100 0.O(W 0.0000 0.0000
L2 66,t 67-33 330 0.0001) 0,(" 0.0000 0.0001)
L3 33.330-0.000 0.0000 0.0000 0.0001) 0.0000
Shielding Factor Ka
Tou rr 1-evd Lirre Description Feed Lrire K, A„
Secium Return Nu. SaRmew Etc'..
a'a lee' he
Discrete Tower Loads
Description Foer Ojjsrt Offsets: A:,rmrrth Plac-ement
or Trpe Nnr_ Adjustment From Side
Leg Lateral
Fert
K
f+
)r
Canister 10'x26.4993- C From Face 0.000 0.0000 104.000 \o tee 12.037 12.037 0.080
O.Q00
0.000
Canister 10'x26,4993" C From Face 0.") n,onon 1 14,01Y) No Ice 12.037 12,037 0.080
0.000
0.000
Canister 9'x36.4993" C Frum Face 0.000 0.0000 123.000 No lee 10,633 10,633 0,080
0.0110
0.01)0
(3)A,ndrewSBNHH-ID65B C From Facc 0.000 0.0000 105.330 No Ice 0.000 O-Ow 0.051
(Nexich 0.000
0.000
Panel 4'x 1O"W' A From Face 0.000 0.0no n 111,7511 No Ice 4.341 2.867 0.040
(T-Mobilc) 0.000
0.000
Panel4N IO"x6" B From Face 0.000 0.0001) 111.754) No Ice 4.341 2.867 0.040
(T-Mobile) 0.000
0.00(1
Panel 4'x1O"x6" C From Face 0.000 O.W00 1 11.750 No[cc 4.341 2.867 0.040
(T-Mobile) 0.000
0.000
Panel 4'xIO"x6" A From Face 0.000 n.()ixx) 111,754) No Ice 4.341 2.867 0.040
(T-Mobile) 0.000
0.000
Panel 4'x 10"0" B From Face 0.000 0.0000 116,250 No lee 4.341 2.867 0.040
ftrTower Job Page
68510 Tequesta Flag Pole VZW 4 of 10
Bennett and Pless Project Date
750 Perk of Commerce Dr„Ste NXI Monopole Structural Analysis 14:33:05 11/20/17
flow Raton,FL I CIIen, Designed by
Phmrc:561-288-1187 Vertical Bridge
FAX. .l BUZZettO
Description Fare Offset Offsets: A:imutb Placement CIA., C,A., {Fright
or Type Hor_ Adjustment From Side
Leg Latent/
Vert
Jt ft /t' fr' K
ft
(T-Mobile) 0.000
0.K0
Panel 4'x I frxW C From Face (1.00) 0.00) 116,254) No Ice 4 341 2.867 0.040
(T-Mubile) 0.000
0.000
(3)67xl0"Panel C From Face 0.000 0.0000 124.167 No lee 0.000 0.000 0.055
(Sprint) 0.00(1
0.000
(6)JMA DBC-7CAP C None 0.0000 105.330 No Ice 0.000 0.000 0.001
(Vcrizon)
(3)Commscopc AISG C None 0.0100 105.334) No Ice 0.000 Il 060 0.001
(Verizon)
Load Combinations
Comb. Dea:iption
NO.
I Dead only
2 1.2 Dead+1.6 Wind 0 deg-No Ice
3 0.9 Dcad+1.6 Wind 0 deg-No Ice
4 11 Dead+1.6 Wind 30 deg-No Ice
5 0.9 Dead+1.6 Wind 30 deg-No Ice
6 1.2 Dead+1.6 Wind 60 deg.No lee
7 0.9 Dead+1.6 Wind 60 deg-No Ice
8 11 Dead+1.6 Wind 90 deg-No Ice
9 0.9 Dead+1.6 Wind 90 deg-No Ice
10 1.2 Dead+1.6 Wind 120 dug-No Ice
11 0.9 Dead+1.6 Wind 120 deg-No[cc
12 11 Dead+1.6 Wind 150 deg-No Ice
13 0.9 Dead+1.6 Wind 150 deg-No Ice
14 1.2 Dead+1.6 Wind I80 deg-No Ice
15 0.9 Dead+1.6 Wind 180 deg-No Ice
16 11 Dead+1.6 Wind 210 deg-No Ice
17 09 Dead+1.6 Wind 210 deg-No Ice
18 1.2 Dead+1.6 Wind 240 deg-Nu Ice
19 0.9 Dead 1.6 Wind 240 deg-No lee
20 1.2 Dead+1.6 Wind 270 deg-No lee
21 0.9 Dead+1.6 Wind 270 deg-No Ice
22 11 Dead+1.6 Wind 300 deg-No Ice
23 0.9 Dead 11.6 Wind 300 deg-No Ice
24 1.2 Dead+1.6 Wind 330 deg-No Ice
25 0.9 Dead+L6 Wind 330 deg-No Ice
26 Dcad+W'ind 0 deg-Service
27 Dead+Wind 30 deg-Service
28 Dead t Wind 60 del,.Service
29 Dcad+Wind 941 deg-Service
30 1kad+Wind 120 deg-Smice
31 Dead+Wind 150 dew-Sm-ice
32 Dead r Wind 180 deg-Service
33 Dcead+Wind 210 deg-Service
tmrTower Job Rage
68510 Tequesta Flag Pole VZW 5 of 10
Bennett and Pless Project Date
750 Park of C oninteree Ur.,Ste 200 Monopole Structural Analysis 14:33:05 11/20/17
Boca Raton,FL Chant
Designed by
Phone:-161-288-1187
Vertical Bridge JBozzetto
FAX:
11"Ct iptian
34 Dead tWind 240 deg-Service
35 Demd+Wind 270 deg-Service
36 Dcad+Wind 300 deg-Service
37 Dead+Wind 330 deg-Sen•icc
Maximum Member Forces
Section Elevation Component Condition Gov. Aria! Major.4.ris Urnot-Arb
No. f Ttpe Loci! .±,foment Afoment
Comb. K kip-ft kip-ft
LI 99-6h.167 Pole Max T'cnsion 1 0.000 11.000 0.000
Max_Compression 24 -3.499 167.912 290.752
Max.Mx 8 -3.499 -336,397 -0 386
Max.My 14 •3.498 0.305 .337,486
Max.Vy 8 10.293 -336.397 -0.386
Max.Vx 14 1U94 0.305 -337.486
Max.Turque 20 3.754
L2 66.167-33.33 Pole Max Tension 1 0,000 0.000 0.000
Max.Compression 24 .8.792 377.324 653.450
Max.Mx 8 -8.792 -755,2111 -0.420
Max.My 14 -8.791 0.324 -756.312
Max.Vy 8 1.5.213 -755.210 -0.420
Max.Vx 14 15,214 0.324 -756.312
Max,Torque 20 3.751
L3 33.33-0 Pole Max Tension 1 0.000 0.000 0.000
Max_Compression 24 46.010 668.575 1157.942
Max.M.x 20 -16.010 1337.736 -1.092
Max.My 14 -16.010 0.343 -1338.846
Max.Vy 8 19.673 -1317.736 40.406
Max.Vx 14 19.674 0.343 -1338.&M
Max.Torque 20 3.747
Maximum Reactions
Location Condition Cini 1}lr'7icar fhw oolfO' 1' Nornontak Z
L.rxid K A K
_ Comb.
Pole Max.Vert 24 16.021 9.832-� 17.031
Max,H, 21 12.016 19,665 •0.001
Max.H, 3 12.016 40.001 19.665
Max.M, 2 1337.345 A_001 19.665
Max-M, 8 1337.736 -19.665 0.001
Max.Torsion 20 3.746 19.665 •0.001
Min.Vert 15 12.016 0.001 -19.665
Min.Hx 9 12.016 -19.665 0.001
Min.H, 15 12.016 0.001 -19.665
Min.M, 14 -1338,846 0.001 -19.665
Mul.M, 20 •1337,736 19.665 •0.001
Min.Torsion 8 -3.722 -19.(165 018)l
Tower Mast Reaction Summary
e
tnxTower Job 68510 Teq Page
Flag Pole VZVV g 6 of 10
Bennett and Pless Project Date
750 Park ol Commerce Dr.,Sw200 Monopole Structural Analysis 14:33:05 11/20/17
Boca Raton,FL Client Designed by
Phow:561-288-1187 Vertical Bridge
FAX: I JBozzetto
Load I%rticvl Slrtwr, Shear. Overtrrrning, Orrrtnrning Torque
Combination llontcnt.,ll, ,Women1..N.
K K K AiN-It klp-Jt i<ip fr
Dead Only 13.351 6.000 0.000 11.616 0.000 11.IM10
12 Lkad+1.6 Wind 0 deg-No 16.021 0.001 -19-665 -1337.345 -0.343 0A14
Ice
0.9 Dead+1.6 Wind 0 deg-No 12.016 0.001 -19.665 -1334.238 -0.341 0,014
Ice
1.2 Dead+1.6 Wind 311 deg-No 16.021 9.833 -17.031 -115N 294 -669.16N I.109
Ice
0.9 Dead 1.6 Wind 30 deg-No 12.016 9.833 -17.031 -1155.607 -667.513 1.865
lee
1.2 Dead+1.6 Wind 611 deg-No 16.021 17.031 -9.8.33 416N.618 -1158.691 3.2_13
Ice
0.9 Den&1.6 Wind 60 dee-No 12.016 17.031 -9.833 -667.149 -1155.820 3217
Ice
1.2 Dead+1.6 Wind 90 deg-No 16.021 19.665 -0.001 0.406 -1337,736 3.722
[cc
0.9 Dead+1.6 Wind 90 dee-No 12.016 19-665 -0.001 0.218 -1334.431 3.715
Ice
1.2 Dead+1.6 Wind 120 deg• 16.021 17.030 9.832 669.523 -1158.351 3,233
No Ice
0.9 Dead+1.6 Wind 120 deg- 12.016 17.030 9.832 667.679 -1155-487 3- 26
No lee
1.2 Dead+L6 Wind 150 deg- 16.021 9,832 17.031 1159.443 •668,577 1,877
No Ice
0,9 Dead+1.6 Wind 150 deg- 12.016 9-832 17.031 1 156.3R2 -666.921 1.973
No Ice
1.2 Dead+1.6 Wind 180 deg- 16.021 A.001 19.665 1338.846 0.343 0.009
No Ice
0.9 Dead+1.6 Wind 180 deg- 12.016 4001 19.665 1335-359 6.341 0.009
No kc
12 Dead+1.6 Wind 210 deg- 16.021 -9.833 17.031 1159.785 669.170 -1.864
No Ice
0.9 Dead+1.6 Wind 210 deg- 12.016 -9.833 17.031 1156,723 667.511 -1.865
No[cc
12 Dead+1.6 Wind 240 deg- 16.021 -17A31 9.833 670.116 1158.693 -3.247
No Ice
0.9 Dead+L6 Wind 240 deg- 12.016 -17,031 9.833 668.270 1155,827 -3.240
No Ice
12 Dead+1.6 Wind 270 deg- 16.021 -19.665 0.001 1-091 1337-736 -3.746
No Ice
0.9 Dead-1.6 Wind 270 deg- 12.016 -19,665 0.001 0.900 1334.431 -3,738
No Ice
1.2 Dead+1.6 Wind 3IX1 deg- 16.021 -17-030 A 32 -66N.025 115N.349 -3.2.13
No Ice
0.9 Dead r 1.6 Wind 300 deg- 12.016 -17.030 -9.93-1 -666.558 1155.480 -3.226
No Ice
1.2 Dead,1.6 Wind 330 deg- 16.021 -9-N32 -17.031 -1157.442 6614.575 -I.N53
No Ice
0.9Dead+1.6 Wind 330 deg- 12.016 -9.932 -17.031 -1155.267 666-922 -1-830
No Ice
Dead+Wind 0 deg-Service 13.351 O.OIX1 -2.272 -153.763 -0.039 0.000
Dead+Wind 30 deg-Service 13.351 1.136 -1.968 -133.099 -77205 0 216
Dcrd+Wind 60 deg-Service 13.351 1.968 -1.136 -76.604 -133.684 0.374
Dead f Wind 90 deg-Scr%ice 13.351 2272 -0.000 0-585 -134.342 0.432
Dead+wind 120 deg-Smicc 13.351 1.967 1.136 77,784 -133.645 0.374
Dead+Wind I SO dcF-Service 13.351 1.1,16 1.968 134.309 -77.1.17 0.216
Dead+Wind ISO deg-Service 13.351 -0.000 2.272 155.0I3 0.039 -0.000
Dead I Wind 210 deg-5ery icc 13.351 1.136 t.96R 134.348 77.205 -0.216
rknd+Wind 240 deg-Service 13.351 -1.968 1.136 77,853 133.694 -0.374
rk-ad+Wind 270 deg-Service 13.351 -2272 0.000 0.664 154.342 -0,432
Ik-ad+Wind 300 dug-Sm•icc 13.351 -1.967 -1.136 -76.535 133-645 -0.374
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f -cTower Job Page
6$510 Tequesta Flag Pole VZW 9 of 10
Bennett and Pie= Project Date
7V Purk of C ommrrre Dr•,Str era Monopole Structural Analysis 14:33:05 11/20117
Boca Raton,FL Client Designed by
Phone:561-288-1187 Vertical Bridge
F.4,Y I I JBozzetto
Maximum Tower Deflections - Design Wind
Section Elevation Nor_. Gor. Tilt
No. Deflection Load
�. in Comh.
L 1 99.66.167 �- 33.417 14 2."(,4 0.0375
L2 66,167-33.33 15,413 16 2.1105 0.0144
L3 33.33-0 4.065 16 1.1270 0.0053
Critical Deflections and Radius of Curvature - Design Wind
El^-ation Appurtcnernex Gov. Dcylectmn 54 tr.rq Radirrsq(
Lail Cnrwuurr
it Comh. in - it
124.167 (3)6'x10"Panel 14 33.417 2.,)g(r4 0.0376 11024
123.000 Canister 9'x26.4943" 14 33.417 2 L964 0.0376 11024
116.250 Panel 4'x 10"x6' 14 33.417 2.9964 0,0376 11024
114.000 Canister 10'x26.4993- 14 33.417 2.9964 0.0376 11024
111.754) Panel 4'x 10"0" 14 3.1.417 2.9964 0.0376 11024
105.330 (3)Andrew SBNIIH-ID65B 14 33.417 2.9964 0.0376 11024
104.000 Canister 10'x26.4993' 14 33.417 2.9964 0.0376 11024
Compression Checks
Pole Design Data
Swim Elevation SiW L L KGr A P. 9P. Ratio
NO. P.
/i Jt if in K K (PP"
Ll 99-66.167(1) TP31.012.U26.49930.212 3_.833 99.()(X) 109.7 20.7252 -3.498 396.617 0.(m
L2 66.167-33.33 TP35.525901.01230348 32.937 99.000 95.1 38.8558 -8.741 969.969 0.009
(2)
L3 33,33.0(3) TP40.107205,52590.411 33.310 99,000 84.3 51.7842 •16,010 1631430 0.010
Pole Bending Design Data
Seeamr Elevation &W b!, tpM„ Ratio tl, 9m. Ratio
No. m'. ,41,.,,
1t AfP-It kip-Il sP:44 kip-It ko-ji 96.1.
L 1 99-66.167(1) TP31.0123x26.4993x0 2 I 337.571 865.475 0.390 0.000 865.475 0.000
L2 66,167.33.33 TP35.525901.0123x0.348 756.424 2078.667 0.164 0.000 2078.667 0.000
(2)
L3 3333-0(3) TP40.1072x35.5259x0.411 1338.992 3132.742 0.427 0.000 3132.742 0.000
Job
MxTower Page
68510 Tequesta Flag Pole VZW 10 of 10
Bennell and Pless Project Date
750 Park n!C-ammcrce Dr„Ste-200 Monopole Structural Analysis 14:33:05 11/20/17
Boa Raton,FL Client Designed by
Plrottc•:561-288-1187 Vertical Bridge
F J B=etto
F— Pole Shear Design Data
Section Elet-atitm Si.< lrr:::i aP„ Ratio .-Actual :PF., Ratio
No. t' T T,
J! K q1, 40-lt 4ip-ti �]y
L 1 99-66.167(I) TP3 l-0123x26.49930.212 I I},:9` 682.583 0.015 1.871 1733.067 0.001
L2 66.167-33.33 TP35.525901.01230,348 15,214 1439.690 0.011 1,870 4162.425 0,000
(2)
L3 33.33-0(3) TP40.10 205SZ59x0.411 19.674 1923.650 0.010 1.869 6273.141 0.000
Pole Interaction Design Data
Sectrwt Elewakm Ratio Ratio Rewif Ramy R,r:.. Comb- 4110w. COA 9
No. P. ,1f ,L! I. T, Stress Stress
.Jt 9P 9M, tpM1/,. #y 9T Ratio Ratio
L 1 99-66,167(1) 0,009 01390 0,000 01015 0.001 0.399 LOW 4.8.2
L2 66.167-33.33 0.009 0.364 0,000 0,011 0.000 0,373 LOW 4.91
(2) v +'
L3 3333-0(3) 0.010 0.427 OAM) 0.010 0.0(M) 0.437 LOW 4.8.2 r
Section Capacity Table
&'Co'k, Elevadon Compotrent s:_. Criticed P OP.M Pass
Vo. /t Trik' Element K 4'
L 1 99.66,167 Pole TP31 1)1.3x26,41),430.212 1 •3.498 3()0.(,1? 399 Pay N
L2 66.167-33.33 Pole TP35.525901.01230.348 Z -8.791 %9,969 37.3 Pass
L3 33.33-0 Pole TP40.1072x35.5254xOAI1 + -16,010 1631,430 43.7 Pass
Summary
Pole(L3) 43.7 Pass
RATING- 43.7 Pass
Program Version 7.0J,0-7.1W2016 Fite:C:;Egnyte;5hared.'Projects121117+17300- 17499-FL/17301,xxx-C'BVR+17301.009-68510 Tegkwsca Flag Pole
I VZW)C'alcs1Toqucsta Flag Pole_SA,eri
Plate Type Baseplate Code Rev. 7_5_� Date 11/17/2017
m Pole Diameter 40.1072 in Engineer CS
a Pale Thickness 0.411 in Site# Tequesta Flag Pole
m Plate Length 46.625 in Moment 1319.0 k-ft Carrier VZW
Plate Thickness 3 in Axial 16.0 k
Plate Fy 50 ksi Shear 19.0 k
Weld Length 0.3125 in
m m; Kesistance 2299,05 k-in
Applied 646.60 k-in
# 0
H
d
C
V1 0 O p
# 12 0 0
Bolt Circle 46.625 in
(R)adial/(S)quare S ---a ----- ------ 0---
Bolt Gap 6.25 in
0 0
Diameter 2 in
Hole Diameter 2.125 in
m° Type A615-75
Fy 75 ksi
Fu 100 ksi o
�, Resistance 199.86 k
Applied 114.41 k
0
•
c
E Plate Stress Ratio,
d
0.28 (Pass)
0
c
"m Bolt Stress Ratio:
rr
0.57 (Pass)
# 0
0
Uf
_H
O
m
f6
ate.
X
W
Bolt Areas:
AE) (PAH2/4= 3.14 in2
AE=0.7854*(4P,H-0.9743/nY= 2.50 in-' ASD,9'b Edition,Threaded Fasteners.,p.4-147
USED=FT:5-0-i-n-TI Corresponding to maximum capacity below
Rev F Bolt Capacity:
A.S.I.*0.6*fy*AE= 112.42 k [EQN. 11 Considering Yield Strength&Effective Area
A.S.I.*0.33 *fu-An= 103.67 k [EQN.21 Considering Ultimate Strength&Gross Area
MAX=F 112.42 k
Rev G Bolt Capacity:
10.75,0.81 *fu-AE- 199.86 k
Flange Moment Arm(af)= ABS(B.C.-ODp4.y2-Lwdd-Dh LJ2-If(intemalyt.,j, = 1.88 in
Flange L,.t[Radial] I = n-MIN(OD,,,,,B.C.)/#bohs = 10.50 in
Flange L .t[Radial]2= (2-a(+Dbok)-tan W) = 10.2110
Flange L,,ft[Square] 1 = 42.ODn,,,W-ODpipc-2-Lw� = 25.21 l0
Flange L M[Square]2= (2-of+Dt,ok)-tan(609)+L@,p-(#bot„(4- 1) = 22.71 in
Flange Lam,[Actual]= Minimum result from applicable equations above = 22.71 in
S[F]= L,,j,-t flaw1/6 = 34.06 in'
S[G]= L,,,,-tflWW1/4 = 51.09 he
Mfl.,,v,[F]= A.S.I.-0.75-S-Fyfl,„, = 12771.25 k-in
M fl,=[G]= 0.9-S-Fy,l,w = 2299.05 k-ln
Total Moment Capacity= Mg g,+h4v,,,,(if applicable) = 2299.05 k-in
Moment Applied[Radial]= Tbou-of = 215.53 k-in
Moment Applied[Square]= Tb.,i,-a f-#lbta/4 = 646.60 k-in
Moment Applied[Actual]= Result from applicable equation above 646.60 k-in
TOTAL Mol for all members
8152.26 in^4
Mo(= A2 (4-n)+arm,'•A
Load= Axial!'#�1i•+ Moment•arm•A?MoI_total
Member Angle X(in) Moment I In°y Load Stress
# (rids) 1 Arm(in) ( (kips) Ratio
1 -0.27 22.48 -6.18 95.77 31.29 0.16
2 0.00 23.31 0100 0,50 1.33 0.01
3 0.27 22.48 6.18 95.77 31.29 0.16
4 1.30 6.18 22.48 1262.94 110.37 0.55
5 1.57 0.00 23.31 1358.21 114.41 0.57
6 1.84 -6.18 22.48 t262.94 110.37 0.55
7 2.87 -22.48 6.18 95.77 31.29 0.16
6 3.14 -23.31 0.00 0.50 1.33 0.01
9 3.41 •22.48 -6.18 95.77 31.29 0.16
10 4.44 -6.18 -22.4.0 1202.94 110.37 0.55
11 4.71 0.00 -23.31 1358.21 114.41 0.57
12 4.98 6.18 -22.48 1262.94 110.37 0.55
Attachment 2:
RFDS Documentation
bennett&pless 10
SOUTH >South East>Florida>Jupiter>TEQUESTA WATER TREATMENT FACILITY
-Jaiswal,Pavitra-pavitre jaiswalla N rrizonwireicss.com-I Il0U2017 16:02:56
Project Detail Location Information
Site Tv a MACRO Siterra Site ID# 2117916
Carrier Aggregation false Site Name TEQUESTA WATER TREATMENT
MPT Id FACILITY
eCIP-0 false Siterra SR# 2117916
Siterra Project Name AWS LTE E-NodeB ID# 446091.146091
RFDS Project ID 126331 PSLC# 281508
Siterra Project ID 2452111 Switch Name
Site Traker Pro ect ID Tower Owner
RFDS Project Scope Replace antennas with RET antennas:add Tower Tvpe Stealth structure
ground-based RRUs for AWS.Add 6 lines. Street Address 901 N.Old Dixie Hwy
Cite Teguesta
State Florida
-Zip Code 33469
Counh Palm Beach
Latitude 26.968083/26 58'5.09"N
[Longitude -80.089806 80 5'23.3"W
TEQUESTA WATER TREATMENT FACILITY -Jaiswal,Pavitm-pavitra jaiswal(ryverizonwirelcm.com-11/01/2017 16:02:56
Antenna Summary
Added Antennas
700 850 850 1900 1900 2100 Make Model Centerline Tip Height Azimuth RET Uft last.Type QTY
LTE CDM LTE CDNI LTE LTE
A A
YES YES ANDREW S13NHH-1065B 105 108 240(D3),70 mw true PHYSICA 3
(D2),315(D L
1),240(D3),
70(D2),315
DI
Removed Antennas
700 850 850 19011 1900 2100 Make Model Centerline Tip Height Azimuth RET 4%R% Inst.'I.Vpe QTl
LTE CDM LTE CDM LTE LTE
A A
YES CSS ANTENNA, FLG-X7CAP-665-4C 105 108 240(D3),70 faLse false PHYSICA 3
INC. (107803) (D2),3ISID L
1
Retained Antennas
700 850 850 1900 1900 2100 Make Model Centerline Tip Height Azimuth RET 4%Rs Inst.Type QTl'
LTE CDM LTE CDM LTE LTE
A A
Added:3 Removed:3 Rrtaincd:0
TEQUESTA WATER TREATMENT FACILITY -Jaiswal.Pavitra-pavitrajaiswaltrre)verizonwireless.com-11/01/2017 16:02:56
Equipment Summary
Added Non Antennas
Equipment 700 850 850 1900 1900 2100 Location Stake %lode[ Cable Cable Size tnst.Type Quantity
.1.1 a LTE VNIA L111 CDSLA LIT LIL Len th
RRU YES Shelter Ericsson RRUS2212 134 PHYSICAL 6
Di lexer YES YES Tower 1MA DBC-7CAP PHYSICAL 6
BAIST Tower Commscopc AISG PHYSICAL 3
Coaxial Tower Coax TV PHYSICAL 6
Cables
Dig4exer YES I 1YLS thelter jJMA DBC-7CAP I I IPHYSICAL 16
Removed Non Antennas
Equipment 700 850 850 1900 1900 2100 Location Make 4lodel Cable Cable Size Inst.Type Quantity
Tv pc LTE CDMA LTE CDMA LTE LTE I I I I Length
Retained Non Antennas
Equipment 700 850 850 1900 1900 2100 Location Make Model Cable Cable Size Inst.Type Quantity
i LTE CDMA LTE CDMA LTE LTE Length
Cal Tower Coax 718" PHYSICAL 6
ra
TEQUESTA WATER TREATMENT FACILITY -Jaiswal,Pavitra-pavitrajaiswal(iuverizonwirelcss.com-11/01/2017 16:02:56
Services
Current Version: Proposed Version:
0000 0002
Sector DI D2 D; D 1 D2 D3
Azimuth 315 70 240 70 240
CelllENode B ID 146091 146091 14ho')[ 14NNI 140091 1 mlv{
Antenna Model FLG-X7CAP-6654C FLG-X7CAP-6654C FLG-X7CAP-665-4C SBNHH-I136511 PORT i- SBNHH-ID65B PORT I- SBNHH-I1)65B PORT I-
107803 107803 107803 45 04DT 0725 152094 45 04DT 07254152094 45 04DT 0725(152094
Antenna Make CSS ANTENNA INC. CSS ANTENNA INC. CSS ANTENNA.INC. ANDREW ANDREW ANDREW
Centerline FO 105 105 105 105 105 10
Mechanical DT De . 0 0 0 0 0 0
Electrical DT 4 4 4 4 4 4
Tip Height 108 I0.14 105 108 108 ION
TMA make
T1IA model
RRC make
RRL model
#of Ti.Rx Lines 2 11 __ 2.2
Position
Current Version: Proposed Version:
0002
Sector DI D2 D3
Azimuth 315 70 240
Cell/ENode B ID 146091 146091 146091
Antenna Model SBNHH-ID658_PORT 2- SBNHH-I0656 PORT2- SBNHH-ID658_PORT2-
45 02DT 2130 152106 45 02DT 2130 152106 45 02DT'_130 152106
Antenna Make ANDREW ANDREW ANDREW
Centerline t 105 105 105
Mechanical DT De . 0 0 0
Electrical DI 2 2 2
Ti Hei ht 108 108 108
TMA make
T`1IA model
RRL make
RRL model
#of Tx,Rx Lines 2 2
Position
Service Comments
TEQUESTA WATER TREATMENT FACILITY -Jaiswal.Pavitrd-pavitra jaiswal(csvcrizonwircicm.com-11/01/2017 16:02:56
Callsigns Per Antenna - Proposed
Sector Antenna Antenna Ant CL Tip Azimuth( Elea Tilt Mech.Tilt Gain Horiz OW Max ERP 700 850 1"0 2100
Face Make Model Height Height TN) Callsigns Callsigns Callsigns Callsigns
AGL
D3 ANDREW SBNHH- 105fV32m 108ft/32.92 240 a 0 12.633 69 2775.2365 WQJQ690
I D658 P m 081
ORT I-
45 04DT
0725
152094
DI ANDREW SBNHH- 105ft/32m 108ft/32.92 315 4 0 12.633 69 2775.2365 WQJ0690
ID65B_P m 081
ORT I-
45 04DT
0725
152094
D2 ANDREW SBNHH- 10511132m 108ft/32.92 70 4 0 12.633 69 2775.2365 WQJQ690
I D650 P m 081
ORT I-
45 04DT
0725
152094
D3 ANDREW SBNHH- 10511/32m 108ft/32.92 240 2 0 16.139 61.5 6221.5701 WQGA926
ID65B P m 172 WQGB28
ORT 2- 9
45 02DT_
2130
152106
DI ANDREW SBNHH- 105W32m 10811/32.92 315 2 0 16.139 01.5 6221.5701 WQGA926
ID65B P m 172 WQGB28
ORT 2- 9
45 02DT
2130
152106
D2 ANDREW SBN14H- 10511132m 10811/32.92 70 2 0 16.139 61.5 6221.5701 WQGA926
ID658 P m 172 WQGB28
ORT 2- 9
45 02DT
2130
152106
TFQUFSTA WATER TREATMENT FACILITY -Jaiswal.Pavitra-pavitrajaiswal�rgverizonwireless.com-I U0112017 16:02:56
Callsigns
Callsikns Market Radio Market Block State County Licensee Name Wholly Total Frey Freq Frey Frey POPsI Status Project
Code Numbe Owned MHZ Range Range Range Range Sq MI Action
r 1 2 3 4
KNLF230 Miami-Fort CW MTA01 B FL Palm Verizon Wireless Ycs 30.000 1870.00 1950.00 .000- .000- 670.2 Active
Lauderdale 5 Brach Personal 0- 0- .(XX) .000
Communications 1885.00 1%5.00
LP 0 0
ff'QGA926 ,Miami-Fort AIV REA03 B FL Palm Cellco Yes 20.000 17-70.00 2120.00.000- .000- 670.1 Active Added
Lauderdale,FL I Beach Partnership 0- 0- .000 .000
1730.00 2130.00
0 0
If QGB289 West Palm AIV CAIA07 A FL Palm Cellco Yes 20.000 1710.00 2110.00.000- .000- 670.2 Actitw Added
Reach-Boca 2 Beach Partnership 0- 11- .000 .000
Raton,FL 1720.00 2120.00
0 0
JQ690 Southeast IVi REA00 C FL Palm Cellco Yes 22.000 746.000 776.000.006- .000- 6722 Active Added
2 Beach Partnership - - .000 .000
757.000 78 7.000
TEQUESTA WATER TREATMENT FACILITY -Jaiswal,Pavitra-pavitra.jaiswal(p%crizonwireless.com-11/01/2017 16:02:56
ALPHAl
RET
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700
+45 -45
AWS/PCS AWS/PCS
ANT-1 ANT-2
+45 -45 +45 -45
DIPX
DIPX
.----..--------------——--- ----------- ----------- -
-- --- ------------------- .. ------------------
....._
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Per DIPX
RF-A RF-B
A A
Rx/Tx R�/f
70OLTE 700LTE
RULI RUL2
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TELECOM DESIGN GROUP
SITE NUMBER: 68510 °'I
SITE NAME: TEQUESTA FLAG POLE - -
STRUCTURE TYPE: 130'FLAG POLE TOWER
verizon% MARKET: JUPITER
PROJECT TYPE: AWS
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