HomeMy WebLinkAbout2024-257Market: FLORIDA
Cell Site Number: 71360
Cell Site Name: WEST VERO
Fixed Asset Number: 10032101
REINSTATEMENT AND RATIFICATION OF AND FOURTH AMENDMENT TO ELEVATED WATER
TANK SPACE LICENSE AGREEMENT
THIS THIS REINSTATEMENT AND RATIFICATION OF AND FOURTH AMENDMENT TO
ELEVATED WATER TANK SPACE LICENSE AGREEMENT ("Fourth Amendment'), dated as of the latter of
the signature dates below (the "Effective Date"), to that certain Elevated Water Tank Space License Agreement dated
March 23, 2004 ("Agreement') as amended by the First Amendment to Elevated Water Tank Space License
Agreement, dated September 10, 2013 ("First Amendment'), and the Second Amendment to Elevated Water Tank
Space License Agreement dated October 20, 2015 ("Second Amendment'), and the Third Amendment to Elevated
Water Tank Space License Agreement dated November 15, 2016 ("Third Amendment"), by and between Indian River
County, a political subdivision of the State of Florida, having a mailing address of 1801 27th Street, Vero Beach,
Florida 32960 ("Licensor") and New Cingular Wireless PCS, LLC, a Delaware limited liability company, having a
mailing address of 1025 Lenox Park Blvd NE, 31 Floor, Atlanta, GA 30319 ("Licensee").
RECITALS
WHEREAS, on March 23, 2004, Licensor and Licensee's predecessor in interest entered into the Agreement
in which Licensor authorized certain use of the Land and Water Elevated Tank, located at 1805 58' Avenue in Indian
River County ("Property")as set forth more fully therein which Agreement was amended by the First Amendment,
Second Amendment, and the Third Amendment (collectively the "Agreement"); and
WHEREAS, the term of the Agreement expired on March 28, 2024, and Licensor acknowledges that
Licensee has been occupying the Premises on a month-to-month basis and Licensor has accepted License Fees during
such month-to-month basis from Licensee and the parties mutually desire to renew the Agreement, memorialize such
renewal period and modify the Agreement in other respects as set forth herein; and
WHEREAS, Licensee desires to install and operate Additional Radio Communication Equipment on the
Land and Elevated Tank, which equipment is described more fully on Exhibit G attached hereto ("Additional Radio
Communication Equipment"); and
WHEREAS, Licensor and Licensee desire to adjust the License Fee in conjunction with the modifications
to the Agreement contained herein; and
WHEREAS, Licensor and Licensee desire to amend the Agreement to modify the notice section thereof, and
WHEREAS, Licensor and Licensee desire to amend the Agreement to permit Licensee to add, modify and/or
replace equipment in order to be in compliance with any current or future federal, state or local mandated application,
including but not limited to emergency 911 communication services; and
WHEREAS, Licensor and Licensee, in their mutual interest, wish to amend the Agreement as set forth below
accordingly.
NOW THEREFORE, in consideration of the foregoing and other good and valuable consideration, the receipt
and sufficiency of which are hereby acknowledged, Licensor and Licensee agree as follows:
1. Reinstatement, Ratification, and Recitals. The above recitals are true and correct, and are incorporated herein as if
fully repeated, The Agreement is reinstated, ratified and confirmed, as amended herein, as of the Effective Date
2. Additional Radio Communication Equipment. Licensee shall have the right to install and operate Additional
Radio Communication Equipment as more fully described in Exhibit G, subject to the remaining terms of the
Agreement and this Fourth Amendment. Installation of the Additional Radio Communication Equipment shall be in
accordance with the construction drawings previously submitted by Licensee and approved by Licensor's outside
contractor ("CDs") attached herein in Exhibit G, though the actual types, numbers, mounting positions and locations
are illustrative and may vary from what is shown. Said CDs shall also reflect any existing equipment that will remain
on the Land and Elevated Water Tank. Licensee shall be responsible for all permits and assurances that installation of
the Additional Radio Communication Equipment meets all applicable building codes and zoning requirements.
Licensor authorizes Licensee to prepare, execute, and file all required applications to obtain any government approvals
for Licensee's use of the Land and Elevated Water Tank under this Agreement. No later than ninety (90) days after
installation of the Additional Radio Communication Equipment, Licensee shall obtain an inspection conducted by
Licensor's outside contractor of all equipment and the installation of the Additional Radio Communication Equipment
to confirm compliance with the approved CDs. Licensee shall be responsible for the cost of such an inspection with
that cost to be limited to the lesser of three (3) quotes. Any material non-compliance with the approved CDs shall be
corrected immediately. No later than ninety (90) days after installation of Additional Radio Communication
Equipment, Licensee shall hire Licensor's outside contractor at Licensee's expense, to perform any touch up to paint
and finishes that were affected by installation of the Additional Radio Communication Equipment or relocation of
existing equipment. Licensee shall be responsible for the cost of such paint and finish touchups with the cost of such
to be limited to the lesser of three (3) quotes. A copy of the final inspection report shall be submitted to the Licensor
within twenty (20) days of the report date.
3. License Fee. As partial consideration for this Fourth Amendment, Licensee agrees to pay a License
Fee to Licensor in the sum of One Million Twenty Eight Thousand Five Hundred Thirteen and 00/100 Dollars
($1,028,513.00), payable monthly in Seven Thousand Dollar ($7,000.00) installments, as such monthly sum is
modified by the escalator provision in the Agreement, over a ten (10) year term commencing on the earlier of
(i) the first day of the month following the commencement of construction of the modification of Licensee's
equipment at the Premises or, (ii) the first day of the month following the day that is sixty (60) days from the
full execution of this Fourth Amendment, whichever comes first. Notwithstanding the foregoing, if Licensor
exercises any of Licensor's rights to terminate the Agreement, if any, Licensee will be released from any and all of its
obligations to pay the Licensee Fee. In addition, Licensee shall be released from any and all of its obligations to pay
the Licensee Fee if any of the following shall occur: (a) Licensor is in breach of the Agreement, including but not
limited to any default under the terms of the Agreement beyond any applicable grace and cure period; (b) there is a
foreclosure of the Property; (c) any existing government permits and/or approvals cannot be obtained or maintained,
at no fault of the Licensee; or (d) Licensee terminates the Agreement.
4. Term of Agreement. Paragraph 5 of the Agreement is hereby amended to extend the current term for an additional
five (5) years, with the option to renew this Agreement for up to three (3) successive five (5) year terms ("Renewal
Terms") on the same terms and conditions as set forth in the Agreement, except as otherwise agreed to by both parties.
Such Renewal Term(s) shall be deemed automatically exercised unless Licensee notifies Licensor of its intention not
to renew this Agreement at least sixty (60) days prior to the expiration of the then -current Renewal Term.
5. Termination by Licensor, Section 8(a) of the License Agreement is hereby deleted in its entirety and replaced
with the following: "Licensor reserves the right to terminate this Agreement, upon twenty-four (24) months prior
notice, if the Property is redeveloped and the Elevated Water Tank is removed.
6. Notices. Paragraph 15 of the Agreement is hereby deleted and replaced with the following:
NOTICES. All notices, requests, and demands hereunder will be given by first class certified or registered mail,
return receipt requested, or by a nationally recognized overnight courier, postage prepaid, to be effective when
properly sent and received, refused or returned undelivered. Notices will be addressed to the parties as follows.
If to LICENSEE: New Cingular Wireless PCS, LLC
Attn: TAG — LA
Re: Cell Site # 71360
Cell Site Name: WEST VERO
Fixed Asset #: 10032101
1025 Lenox Park Blvd NE
3rd Floor
Atlanta, GA 30319
With copy to: New Cingular Wireless PCS, LLC
Attn: Legal Department
Re: Cell Site # 71360
Cell Site Name: WEST VERO (FL)
Fixed Asset #: 10032101
208 S. Akard Street
Dallas, Texas, 75202-4206
The copy sent to the Legal Department is an administrative step which alone does not constitute legal notice. Either
party hereto may change the place for the giving of notice to it by thirty (30) days prior written notice to the other as
provided herein.
7. Emergency 911 Service. In the future, without the payment of additional rent and at a location mutually acceptable
to Licensor and Licensee, Licensor agrees that Licensee may add, modify and/or replace equipment in order to be in
compliance with any current or future federal, state or local mandated application, including but not limited to
emergency 911 communication services.
8. Unmanned Aircraft System. If Licensee elects to utilize an Unmanned Aircraft System ("UAS") in connection
with its installation, construction, monitoring, site audits, inspections, maintenance, repair, modification, or alteration
activities at a Property, Licensor hereby grants Licensee, or any UAS operator acting on Licensee's behalf, express
permission to fly over the applicable Property and Premises, and consents to the use of audio and video navigation
and recording in connection with the use of the UAS.
9. Charges. All charges payable under the Agreement such as utilities and taxes, if applicable, shall be billed by
Licensor within one (1) year from the end of the calendar year in which the charges were incurred; any charges beyond
such period shall not be billed by Licensor and shall not be payable by Licensee. The foregoing shall not apply to the
License Fee which is due and payable without a requirement that it be billed by Licensor. The provisions of this
subsection shall survive the termination or expiration of the Agreement.
10. Memorandum of Lease. Either party will, at any time upon fifteen (15) days prior written notice from the other,
execute, acknowledge and deliver to the other a recordable Memorandum of Lease substantially in the form of the
Attachment 1. Either party may record this memorandum at any time, in its absolute discretion.
11. Other Terms and Conditions Remain. In the event of any inconsistencies between the Agreement and this
Fourth Amendment, the terms of this Fourth Amendment shall control. Except as expressly set forth in this Fourth
Amendment, the Agreement otherwise is unmodified and remains in full force and effect. Each reference in the
Agreement to itself shall be deemed also to refer to this Fourth Amendment.
12. Capitalized Terms. All capitalized terms used but not defined herein shall have the same meanings as defined
in the Agreement.
IN WITNESS WHEREOF, the parties have caused this Fourth Amendment to be effective as of the last date written
below.
Witnesses:
By: �%Nw
Print Name: ty� P sone
Print Name: Covvn�e- C
v,u 1:)m a n.
LICENSEE:
New Cingular Wireless PCS, LLC,
a Delaware limited liability company
By: AT&T Mobility Corporation
Its: Manager
By:
Print Name:�r►
Its: ` �t
Date: P7 P,'-
STATE OF
fthrlAa—
COUNTY O L<—
Ont of Q021q,efore me, a Notary Public, personally
appeared asA� Dirr2a)o( of AT&T Mobility
Corporation, Manager of New r Wireless P S, LLC, a Delaware limited liability com y,
"Licensee," who executed the foregoing instrument on behalf of said entity. Said person is personally
known to me, or ❑ produced to me a satisfactory evidence in the form of ,
to be the individual whose name is subscribed to the within instrument, and acknowledged to me that (he)
(she) executed the same in (his) (her) capacity and that by (his) (her) signature(s) on the instrument, is the
individual or the person on behalf of which the individual acted, executed the instrument.
WITNESS my hand and official seal in the state and county last
[Affix Seal]
ATTEST: Ryan L. Butler, Clerk of Court,
and Comptroller
Approved:
IA� X
Min A. Titkanich, County AcYninistrator
Notary Public, State
Print name:
Serial number:
My commission expires:
Licensor:
INDIAN RIVER COUNTY BOARD p
COUNTY COMMISSI0
B5Susan
dams, Chairman
Approved by BCC: October 8, 2024
Approved as to form and legal sufficiency:
1, County Attorney
*�
AMANDA SCHULTZ
Notary Public, State Of Florida
Commission No. HH 243913
My Commission Expires: 3/22/2026
ATTEST: Ryan L. Butler, Clerk of Court,
and Comptroller
Approved:
IA� X
Min A. Titkanich, County AcYninistrator
Notary Public, State
Print name:
Serial number:
My commission expires:
Licensor:
INDIAN RIVER COUNTY BOARD p
COUNTY COMMISSI0
B5Susan
dams, Chairman
Approved by BCC: October 8, 2024
Approved as to form and legal sufficiency:
1, County Attorney
EXHIBIT G
Construction Drawings dated 4/22/2024
Rev. 3
VICINITY MAP
I
SITE
PROJECT REFERENCES
1. THESE PLANS WERE COMPLETED PER PRELIMINARYIAPPROVED LTE
4TX4RXIS NR RADK315G NR 1SR CBAND RFDS IDI. 5052006 V.1.W DATED
5119/2023. CONTRACTOR SHALL REQUEST CURRENT REDS & WORKBOOK
FROM CONSTRUCTION MANAGER PRIOR TO CONSTRUCTION.
2. THESE PLANS WERE COMPLETED PER MASTEC NETWORK SOLUTIONS
MOUNT STRUCTURAL ANALYSIS, COMPLETED ON 02/1312024.
3. THESE PLANS WERE COMPLETED PER TOWER ENGINEERING SOLUTIONS
STRUCTURAL ANALYSIS, COMPLETED ON 03'252024.
CONSTRUCTION NOTES
1. CONTRACTOR SHALL VERIFY ALL PLANS AND EXISTING DIMENSIONS AND
CONDITIONS ON THE JOB SITE AND SHALL IMMEDIATELY NOTIFY THE
ENGINEER IN WRITING OF ANY DISCREPANCIES BEFORE PROCEEDING
WITH THE WORK OR BE RESPONSIBLE FOR SAME.
2. CONTRACTOR SHALL NOTIFY OWNER FOR ACCESS TO SITE.
3. THIS PROJECT CONSISTS OF'.
REMOVING: (9) ANTENNAS. (3) DC6. (3)18 PAIR FIBER CABLES,
((�RRLfS-Tf 812, (3) RR US -11 B5 FROM GROUND, (12) DBC0061F1 V51 -i
DIPLEXERS FROM GROUND:
ADDING. (6) NEW LTE ANTENNAS, (3) CBAND ANTENNAS. (3) DOD ANTENNAS.
(3) RRUS 4448 BSIB12. (3) NEW RAYCAP DC9. (3) N AWG DC POWER CABLE.
(3) 24 PAIR FIBER CABLES. RELOCATE (3) RRUS 2076814 TO TOWER. AND
ALL ASSOCIATED WORK.
T A 185' CRANE IS REQUIRED.
APPROVALS
PROPERTY OWNER DATE
RF ENGINEER DATE
CONSTRUCTION DATE
SITE ACQUISITION DATE
ZONING DATE
NETWORK DATE
OPERATIONS DATE
CONTRACTOR DATE
SHEETINDEX
•MEET DESCRIPTION I REV. REV.DATE
T-1 TITLE SHEET 3
C-1 SITE PLAN 3
422
C-2 TOWER ELEVATION & ANTENNA LAYOUTS 3
4'22/2024
C-3 EQUIPMENT DETAILS 3
4222024
REA RF EQUIPMENT SCHEDULE 3
4R2/M24
Gt GROUNDING DETAILS 3
4222024
GN -I GENERAL NOTES 3
422/2024
PLUMBING DIAGRAMS
MOUNT SHEETS ATTACHED
LTE 4TX4RX/5G NR RADIO
/5G NR 1SR CBAND
CONSTRUCTION DRAWINGS
at &t
IWM #
WSTFL0015684
WSTFL0015702
WSTFL0015743
WSTFL0015678
WSTFL0015694
WSTFL0015670
WSTFL0032556
PACE #
MRTFL026044
MRTFL026011
M RTFL026684
MRTFL026043
MRTFL026035
MRTFL026852
MRTFL026289
FA #:
10032101
SITE NAME
WEST VERO
CITC AnnDI=CC-
5850 COLLEGE LANE
VERO BEACH, FL 32966
(INDIAN RIVER COUNTY)
CODE COMPLIANCE
ALL WORK AND MATERIALS SHALL BE PERFORMED AND INSTALLED IN ACCORDANCE WITH THE CURRENT EDITIONS OF THE
FOLLOWING CODES AS ADOPTED BY THE LOCAL GOVERNING AUTHORITIES. NOTHING IN THESE PUNS IS TO BE CONSTRUED TO
PERMIT WORK NOT CONFORMING TO THE LATEST EDITIONS OF THE FOLLOWING'.
• 2023 FLORIDA BUILDING CODE 8TH EDITION
• ANSVEI"A-222-H(ALLOWED PER EXEMPTION 85 OF 1609.1.1)ASCE 7-22
• NATIONAL FIRE PROTECTION ASSOCIATION INFPA) 7LH2O. NATIONAL ELECTRICAL CODE 2020
• FLORIDA FIRE PREVENTION CODE STM EDITION 2023
ASCE 7-22
• LIFE SAFETY CODE NFPA-101-2(21
AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC) 360.16 AND 341-16
• CONTRACTOR TO CONFIRM THAT THE SITE IS COMPLIANT WITH RF WARNING SIGNAGE 8 EMERGENCY SIGNAGE AS
REQUIRED BY THE FEDERAL GUIDELINES CONTAINED WITH GET 65 BULLETIN & AS PER AT&T GUIDELINES
THIS PROJECT HAS BEEN PERFORMED IN ACCORDANCE WITH THE 2023 FLORIDA BUILDING CODE, BTM EDITION BASED UPON AN
ULTIMATE 3 -SECOND GUST WIND SPEED OF 160 MPH. EXPOSURE CATEGORY C WITH A MAXIMUM TOPOGRAPHIC FACTOR, KTZ, OF 1
AND RISK CATEGORY 11 AND DESIGN CRITERIA - FLORIDA STATUTE 61G15411.002 HAVE BEEN USED FOR THIS PROJECT.
LOCAL MAP
di
c.
SITE
`i xuavnWp�,
PROJECT INFORMATION
1. THIS IS AN UNMANNED FACILITY AND WILL BE USED FOR THE TRANSMISSION
OF THE RADIO SIGNALS FOR THE PURPOSE OF PROVIDING PUBLIC
CELLULAR SERVICE,
2. AT&T CERTIFIES THAT THIS EQUIPMENT FACILITY WILL BE SERVICED ONLY
SY AT&T EMPLOYEES AND SUBCONTRACTORS AND THE WORK ASSOCIATED
WITH ANY EQUIPMENT CANNOT BE PERFORMED BY HANDICAPPED PERSONS.
THIS FACILITY WILL BE FREQUENTED ONLY BY SERVICE PERSONNEL FOR
REPAIR PURPOSES ONLY.
3. NO POTABLE WATER SUPPLY IS TO BE PROVIDED AT THIS LOCATION,
4. NO WASTE WATER WILL BE GENERATED AT THIS LOCATION.
5. NO SOLID WASTE WILL BE GENERATED AT THIS LOCATION.
SITE SUMMARY
SCOPE TYPE: CARRIER ADD
STRUCTURE TYPE: WATER TANK
STRUCTURE HEIGHT. 155'4
ANTENNA R.C. HEIGHT 106x
OCCUPANCY TYPE. TELECOMMUNICATIONS
STRUCTURE LAT'. N 27. 38' 7.41984" - N 27.6353944-
STRUCTURE LONG. W -BD• 2554.57984" - W -0 .2080.944'
JURISDICTION: INDIAN RIVER COUNTY
COUNTY. INDIAN RIVER
PARCEL ID'. 33390500001 XW00002.1
PROJECT DIRECTORY
AT&T MOBILITY CORP.
APPLICANT 12150 RESEARCH PARKWAv
ORLANDO. FL 32826
INDIAN RIVER
TOWER OWNER. 1801 27TH STREET
VERO BEACH. FL 32960
MASTEC NETWORK SOLUTIONS
1151 SE CA PARKWAY, SUITE 101
SITE DESIGN: CARY. NC 27518
CONTACT. RAPHAEL MOHAMED
PHONE. (919)67,1-S895
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Na. 87818
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PRMTEDCO—EoWEOFTMNEoHIST30- NTARENOT
Nu4T BE VERIFIED ONS ELECEAUELO_COWED. NAT1111
SEALED BY RAPHAELEL"ICI EEO.P.ELU9NGAOK
$N -TLRE.
RAPHAEL MOHAMED, P.E.
FLORIDA NO. 82846 VMM24
SUBMITTALS
DATE I1E6CRIPTKXN REV ISSUED BY
10242023 ucTKN4 RM
V11/N24 CONSI TKR" 1 RM
_ V1W2024 CGNSTRUCTKIN x RM
422/2024 CONSIRUCTgN 3 RM
DRAWN BY. C—
CHECKED BY
AP -D BY. RM
MNS PROJECT NOTIE'. 4338&AEC
ITTF DocuMENTsI11BDPROPRIETAar 6-1 111ITNIED 1 NAnaE
REPPOWCT1oN OR 1AUSWO TO BE REPROOUCEO
THE—LE oR Anr vART OF THESE ORA -1
_'OOT THEPEaMlsslOn OF NASTEC nETWORK
sou ons s OHINTeIT
PREPARED FOR:
�.� aw
11150 RESEARCH PKWY
ORLANDO. FL 32826
PREPARED BY'.
:-I a sTe c
Network Solutions
SITE NAME
WEST VERO
SITE ADDRESS
5850 COLLEGE LANE
VERO BEACH, FL 32966
FA LOCATION'.
18032101
SHEET TITLE
TITLE SHEET
SHEET NUMBER
T-1
CONTRACTOR TO FILL ANY EXISTING
GRAVEL AREAS THAT ARE DISTURBED
DURING THE COURSE OF
CONSTRUCTION. GRAVEL TO MATCH
EXISTING.
• THE CONTRACTOR TO ENSURE THAT
NO DAMAGEOR DEBRIS OCCURS ON
THE ADJACENT PROPERTIES.
• THE CONTRACTOR SHALL SEED ALL
DISTURBED AREAS WTH LOW
MAINTENANCE NATIVE GRASS AND
,
COVER WITH APPROVED STRAW.
I
CONTRACTOR SHALL PROVIDE ALL
x
REQUIRED EROSION CONTROL
TECHNIQUES AND BEST
x
MANAGEMENT PRACTICES PER LOCAL
AND AND STATE REQUIREMENTS AS
i
APPLICABLE.
x
NORTH ARROW SHOWN ON PLANS
REFERS TO TRUE NORTH.
x
CONTRACTOR SHALL VERIFY NORTH
AND INFORM ARCHITECTIENGINEER
OF ANY DISCREPANCY BEFORE
x
STARTING CONSTRUCTION.
CONTRACTOR IS RESPONSIBLE FOR
MODIFYING THE RAYCAP INSTALLED ON
it
THE TOWER TO ACCOMMODATE THE
QUANTITY OF RR V S.
THE CONTRACTOR MUST FIELD VERIFY
ALL MEASUREMENTS AND FIELD
CONDITIONS PRIOR TO THE
COMMENCEMENT OF CONSTRUCTION.
i
xl
SCOPING NOTES - GROUND
4t
• CBAND A GHZ B3•B4+B5.C1180MHZI BAND N77
• SECTION 617 OF THE RFDS SHOWS ONE NEW 5216 BBUS, ONE NEW 6661 BBUS AND
ONE NEW 6630 BBUS AT THIS TIME.
• NO UP CONVERTERS NEEDED PER DC TRUNK CALCULATOR.
EXISTING
04tM(S) RAYCAPS IN E SHELTER AS NEEDED TO TERM
• INSTALL NEW DC12414TH
I
H -FRAME
THE NEW WR-VG665T-BRD OC TRUNKS
• INSTALL NEW GRAY TELCOFLEX CABLE FROM THE NEW DC124040AM(SI
(NP)
RAYCAPS TO THE POWER PLANT
i
• INSTALL 11) NEW 10 POSITION FIBER PATCH PANELS TO TERM THE NEW
FB1998434 FIBER TRUNK
• INSTALL 13) NEW 50 AMP BREAKERS FOR THE NEW AIR6419 N77G AIR ANTENNAS.
• DOD 3A5 GHZ BAND N77
• INSTALL (3) NEW 50 AMP BREAKERS FOR THE NEW MR6419 N77G AIR ANTENNAS.
• 700 MHZ LOWER B•C (10 MHZ) E-UTRA BAND 17
• INSTALL (6) NEW 26 AMP BREAKERS FOR THE NEW 4449 BSM12 RADIOS.
-
• 660 MHZ AN (6MIZ) E11TRA BAND 6
850 SOFTWARE SIDE OF THE NEW 4449 B5/B12 RADIOS.
\'�LI1.1:7
CALL FLORIDA 811
ONE CALL - DIAL 811
CALL 3 WORKING DAYS
BEFORE YOU DIG
1-800-838-1097
EXISTING
CHAIN LINK
FENCE
1 /
EXISTING
-- WATER._.._
TANK
U �I
/ ,VO
r(i
1
I
I
EXISTING
EQUIPMENT PAD
CRETA (OTHER CARRIER) V
li l'u•�xl A
EXISTING
-\ J\ ICE BRIDGE
C9LT9(TVP)
EXISTING CABLES - - 250' -0 -
PROPOSED (3) FIBER TRUNK FROM LTE
CABINET TO RAYCAP ON TOWER -- 250'-0'
PROPOSED 13) DC POWER TRUNKS FROM THE RAYCAP
ON GROUND TO RAYCAP ON TOWER -- 2SO'-0"
EXISTING BOLLARD
EXISTING
HAND HOLE
E)(pTING SITE FLAN
1111r SCALE: 1-=20-T
1r 4,
EXISTING AT&T (12'-0"X12'-10") EQUIPMENT SHELTER
REMOVE (12) DIELEKERA
B _
RE: 43)RROE-1105
RELOCATE (3) FIRMS 4416 S14 TO TOWER
COMPOUNO LICENSE AREA = 14S.2 SO FT
0�
I
EXISTING
ACCESS
GATE
EXISTING
UTILITY POLE
0 t0 10
1' = 20-0"
1�E p
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.vCENytc'•., i
No. 82818 •'�y'�
STATE OF
�i •.FCORIO�'.• ��
�hrnln111A
PRINTED COPIES OF THIS DOCUMENT ARE NOT
.1—DERED SIGNED AND —ED AND ALL SX3NATURES
11-T BE vERIFlED ON ANY ELECTRONC CORES.
ECTRONCKEV —D—
ED AIED By RMENEE MgNMED PE.
sUSING A DIGiTni
RAPHAEL MOHAMED. P.E.
FLORIDA NO. 82848 V222024
SUBMITTALS
DATE DESCRIPTION REVISSUEDBY
10241023
V112024 CON9IRAX;TION RM
V19IM24 CONSTRUCTION 2 RM _
421/2024 CONSTRUCTION 3 RM
DRAYN BY: CRW
CHECKED BY �— - OBA
APPVD BY. RM
MNS PROJECT NO 4--C
THE 61FGRMAT DN cGNTT—D11 TRTE'RE
EB
WETHO'ILEE'1%". =TVrvan
PREPARED FOR
l�\`4!501 at&t
12150 RESEMCN 1-1
IXilAl1D0. FL 32816
PREPARED BY:
-%M a sTe c
Network Solutions
iTsIs `-1 lx,7]51 SURE IOi
SITE NAME
WEST VERO
5850 COLLEGE LANE
VERO BEACH, FL 32966
FA LOCATION.
10032101
SHEET TITLE
SITE PLAN
SHEET NUMBER
C-1
SCOPING NOTES TOWER NOTES
\11111111 I
- 1. SHALLSTRUCTURAL ARMED 5 \\\ AL `.^
1xM1 SMALL BE PERFORMED BY THE 1 �.7 /.
OWNER'S AGENT TO CERTIFY
9i EXISTING RRUS 4415825 -RELOCATE `;T.IljT THE
exlsTlxo 0c lRuxxs TOxew OcseisusOumsPER —11 c xc ENsl nc sou o. EEXSTINGIPROPOSED -11
•• �L,�i
s .6. POSITION 4 E
�• -� 0 PER SECTOR, 3 TOTAL 1 uINxEM wx-vousTwxooc Txuxx4Hl Fwcx TO TxE xEw ocx.N-xo4Aauv. COMMUNICATION STRUCTURE AA`CCC V
j T*l,xcwrwMa cvux rnu nuxxro rx¢xex ocw.w.vac<v wuns. AND COMPONENTS ARE _
/ I'•ox'w wzlMiiu•oxn«'xox.uL acc oxsosTAcxso SUCTURALLY ADEQUATE TO ND•�'b
EXISTING RRUS-11 B12-REMOVExiwu1xx SUPPORT ALL EXISTING AND
' OSITIDNIISAI wOx AU Mows I—Evex Pwxexm-11 PROPOSED ANTENNAS.
P
0 PER SECTOR. 3 TOTAL COAXIAL CABLES AND OTHER I H' xxNz 11 1 APPURTENANCES THE
OWNER'S AGENT SHALL
EXISTING RAYCAP ANsecrwsxT� LETTR SEALEDCERTIFICATION SUU OF •f(/�
DC84&SO-18-0C-SS-REMOVE 1 _ ARTA url E _ LE RE STERALEDBYA ,PROFESSIONAL••/.L� lk•-: `:
(1 PER SECTOR"3 TOTAL) EXISTING RRUS 4426 SM - RELOCATE � � SS " � �xMxiEuxcEx �-x�xs o ��-� ENGIN ERS STATING THAT THIS ''/ �O
xEL wE w ��WWV"""
xu
POSITIONS Tor xAo rosou0-M. x:E sr1ELTEx-x0 STRUCTURAL ANALYSIS WAS \
EXISTING RRUS-32 BW -RELOCATE 155'-0Y PREPARED IN ACCORDANCE\\
POSITIONI TOP OF TOWER --� WITH ALL APPLICABLE CODES /lllII X111\\
(1 PER SECTOR, 3 TOTAL)-.._ \ AND STANDARDS. PRINTEDCOHES OF THIS COCUMENT ARE NOT
N 2 ALL ANTENNAS, CABLES AND CONSIDERED &ONEDnNOSEAUED AND ALT S URES
'ta'il MOUNTS SHALL BE INSTALLED _FIED ON ANr ELECTRONIC COMES.
IN ACCORDANCE WITH THE MMS ITEM HAS SEEN ELECTRONICAL, sx' DAND
ALPHA SECTOR
EXISTING ANTENNA. REMOVE
POSITION 1
(1 PER SECTOR. 3 TOTAL)
BETA SECTOR
EXISTING ANTENNA -REMOVE
POSITION 3 J
(1 PER SECTOR. 3 TOTAL)
N EXISTINGANTENNA-REMOVE
POSITION 4
GAMMA SECTOR (1 PER SECTOR. 3 TOTAL) { J
EXISTING ANTENNA LAYOUT 0106'-0- NOTE
L. 1 __1 11'x17' SCALE: 3116-1-a ' EXISTING GROUND MOUNTED 4478714
TO BE RELOCATED TO TOWER.
x P9
6A9 PROPOSED MOUNT MODIFICATIONS ,
SEE M.A. REFERENCED ON T-1 SHEET
.. AND ATTACHED MOUNT SHEETS x�
(3 PER SECTOR, 9 TOTAL) RELOCATED RRUS 4415 B25 1
RELOCATED RRUS 4478 B14
RELOCATED RRUS412 BW L_tf
POSITION V DETA
6" \ (1 PER SECTOR ,3TOTAL)
ll
PROPOSED RAYCAP
DC94e.60.14-eC-EV RELOCATED RRUS 4426 BEE N
• II PER SECTOR, 3 TOTAL) PROPOSED RRUS 4449 SSIB12 1 H
POSITION 1 Y -0't
(1 PER SECTOR, 3 TOTAL) (TYP)
1
1 /ice_ W
1
ALPHA SECTOR
PROPOSED ANTENNA LTE 700145WARMIS0 050150 AWE
POSRION 1
(1 PER SECTOR, 3 TOTAL)
BETA SECTOR
S6i
PROPOSED SO DOD ANTENNA TOM)
PROPOSED 3a CBAND ANTENNA IS POSITION
O 3
,3TOT]
(1 PER fECT011,]TOTAL) Pry PRO POS EDANTENNA
LTE 700 TION 40 WC5�5G 1900
POSITION 4
GAMMA SECTOR (1 PER SECTOR, 1 TOTAL)
3116- s 1'4F
11'11 T' SCALE: 3/16' = 1'-0- NOTE
REFER TO CURRENT RFDS FOR EQUIPMENT
EXISTING ANTENNA
(OTHER CARRIER-TYP.)
0 y
0
EXISTING,PRO POSED AT&T
CABLES ROUTED UP TOWER
PER STRUCTURAL ANALYSIS.
STRUCTURAL ANALYSIS SEALED Or RAPNAEL MOHAMED. PE USING A OaTAL
REPORT. sDNATURE.
3. IF ANY WORK IS PERFORMED
AT THIS SITE THAT REQUIRES RAPHAEL MOHAMED P.E.
TME SITE TO BE OFF AIR OR FLORIDA NO. 82846 4/ORD24
TURNED DOWN, THE SWITCH IS
TO BE NOTIFIED /8 HOURS SUBMITTALS
PRIOR TO CONSTRUCTION VSA
NCRICTS. DATEDESCRIPTION REV ISSUED BY
4. INSTALLATION SHALL BE 1 W2412023 CONSTPUOTON 0 M
CONDUCTED BY FIELD CREWS 4111)2024 —ITRUOIION 1 M
EXPERIENCED IN THE V1012024 CONSTRUCTION 2 M
ASSEMBLY AND ERECTION OF V27/202/ CONSTRUCTION ) M
116'4'x RADIO ANTENNAS.
J OTHER CARRIE TRANSM SSION LINES, AND
SUPPORT STRUCTURES.
ANTENNA WORK TO BE
INSTALLED PER THE DRANN BY.. LT1N
1W r' REQUIREMENTS OF THE
A
DoD ANTENNA TOWER MANUFACTURER'S CRECKED BY: OBA
106-0"t� SPECIFICATION, APPVD BY M
TS
1ATANTENNAS 5. ANTEN- AND MOUNTDESIGN
MUST COMPLY WITH MINA PROEOTNO 43]MAEC
TA -22141 AND ALL LOCAL
CBAND ANTENmAIV CODES, �PTAM
NTHESE
6. CONTRACTOR TO PROVIDE REPROO LICRON OR BEAEppuxE
EX ISTINGIPROPOSED THE PROPER COAX AND THE IAYOLE OR ANY PART OF THESE weA�Noso
I AT&T ANTENNAS JUMPER SUPPORT T-1 THEPERVIssopk woRK
TYP-35ECTOftS ATTACHMENTS TO THE TOWER sown S N
N
1 ) AND ANTENNA MOUNT.
REFER TO CURRENT RFDS FOR PREPARED FOR'.
ApDITONAL INFO
B. ADJUST ANTENNA MOUNTS AS (—j
REQUIRED TO ACHIEVE THE U �� A�
\liE.l
AZIMUTH SPECIFIED AND LIMIT
RF SHADOW G
I 9 UNLESS NOTED OTHERWISE 2150RE5EARCH F%ry
TME CONTRACTOR MUST ORLANDO, FL 32e2fi
PROVIDE ALL MATERIAL
NECESSARY. PREPARED By
10. CONTRACTOR TO RETURN ALL
EXISTING ANTENNASBEING -A a sTe c
REMOVED N AT&T.
I 11, THE REQUIRED FM LIGHTING
MUSTNOTBE BLOCKEDIN ANY Network
WAY BY THE ANTENNAS. THE etwork Solutions
REQUIRED 360• LIGHTING , ISI S - TE 101
VISIBILITY MUST BE CUR, NL7
5"
MAINTAINED.
SITE NAME
THE CONTRACTOR MUST FIELD WESTVERO
VERIFY ALL MEASUREMENTS AND
FIELD CONDITIONS PRIOR TO THE
COMMENCEMENT OF SITE ADDRESS
CONSTRUCTION.
SB50 COLLEGE LANE
THECONTRACTORISRESPONSIBLE VERO BEACH, FIL 32966
FOR MODIFYING THE RAYCAP
INSTALLED ON THE TOWER TO
ACCOMMODATE THE QUANTITY OF
RRUS. FA LOCATION'.
• ALL RRU MOUNTING BRACKETS TO BE 10032101
SUPPLIED By
SEE SHEET C-3 FOR RRU MOUNTING
• BRACKET DETNLS
I SHEET TITLE
MAINTAIN 3'o MIN. SEPARATION TOWER ELEVATION 6
BETVYFEN FIRSTNET AND LTE 100
\ ANTENNAS ANTENNA LAYOUTS
• INSTALL ER TO FIELD VERIFY
TOMER ELEVATION
11 "AIT SCALE: 1' = 2D -0 -
ANTENNA SEPARATION.
• INSTALLERMAYNEEDTOSHFT SHEET NUMBER
ANTENNA MWNTS AS NEEDED TO
OBTAIN REQUIRED MINIMUM C-2
SEPARATION BETAEEN ANTENNAS.
NEW ANTENNA SPECIFICATIONS
SCALE. N.T.S.
RAYCAP DC9 OVER
VOLTAGE PROTECTOR
HATH DOME COVER
I
l
I
MIN TO MAX. 1
GALVANIZED PIPE
`1
RAYCAP SUPPLIED 1
POLE MOUNTING
BRACKETS
BRACKET
IFI I�I F Bim- I+� IRI{
TOP s eonoM
ILII VIIII g3 MOUNTING
IIII IIII PIPEemef
TAPE AND BRASS
TAG MARKINGS
NEW ANTENNA SPECIFICATIONS
ANTENNA MODEL
BRACKET
ERICSSON
304" 16.9' 8.1" e16LB5
TOP BOTTOM
1
ERICSSON
MOUNTING
AIR6419 B77G
T
PIPE
THIS ITEM HAS BEEN EEECTRO— r SIGNED ANO
SALE BVRAPIUEL MOIwIEO P.E�UANG A D TIAL
SIGNAtuRE.
RAPHAEL MOHAMED PE
MOUNTING PIPE
FLORIDA NO. 82846 4122/2024
BRACKET
TAPE AND BRASS
TOP & BOTTOM
DATE DESCRIPTION REV ISSUEDBY
TAG MARKINGS
NEW ANTENNA SPECIFICATIONS
wNTENNA MODEL -LENGTH (A) MOTH (S) DEFTN (C)lI WIGHT
COMMSCOPE T1.9' 19.8' 7.75' 62.2LBS
NNH4A58-R6l
NEW ANTENNA SPECIFICATIONS
SCALE. N.T.S.
RAYCAP DC9 OVER
VOLTAGE PROTECTOR
HATH DOME COVER
I
l
I
MIN TO MAX. 1
GALVANIZED PIPE
`1
RAYCAP SUPPLIED 1
POLE MOUNTING
BRACKETS
BRACKET
IFI I�I F Bim- I+� IRI{
TOP s eonoM
ILII VIIII g3 MOUNTING
IIII IIII PIPEemef
TAPE AND BRASS
TAG MARKINGS
NEW ANTENNA SPECIFICATIONS
ANTENNA MODEL
LENGTH (A) WIDTH (6) DEPTH ICI WEIGHT
ERICSSON
304" 16.9' 8.1" e16LB5
AIR6419 B77D
ERICSSON
MIT75.T B.T 66.1 LBS
AIR6419 B77G
T
NEW ANTENNA SPECIFICATIONS
SCALE. N.T.S.
I'
DOME
- SECURING
1' BAND
L�
CLIP FOR
ATTACHING C.
(OVP) TO BASE
ASSEMBLY(TYP)
RAYCAP SUPPLIED
BASE ASSEMBLY
1.STL12.38" �� POWER CABLE
INGRESS PORTS
NOTES'
RAYCAP VIA AT&T SUPPLIES THE DC9 OVER VOLTAGE
PROTECTOR AND PIPE MOUNTING BRACKETS.
SUBCONTRACTOR SHALL SUPPLY THE PIPE.
RATCAP DC9-M4O.2440-EV ASSEMBLY
SCALE: N.T.S.
ANTENNA MOUNTING DETAIL
SCALE. N.T.S.
`RRU
PIPE MOUNTED
SINGLE RRU
MOUNTING BRACKET
ITYP, 01 21
PIPE
MOUNT
REMOTE RADIO UNIT (RRU) PIPE MOUNT
SCALE. N.T.S.
ERICSSON RRUS 419 651812
• DIMENSIONS (H A W. D)'. 14.91'. 13.19". 1043"
(INCLUDES SUNSHIELD)
• WEIGHT: 73 LIS
• BS1B12 4TX/4RX PER BAND
• LTE'. MAX a CARRIERS PER PORT (DL)
MAX
6 CARRIERS PER PORT (UL)
CIRRI SUPPORT -2.514.99.8110.1 GBPS.
NOTE:
RRUS CAN ONLY BE PAINTED ON SOLAR SHIELD.
ERICSSON RRUS 4449 151112 DETAIL
SCALE: N.T.S.
\\ ��� •mayy �
No. 82 M s
PROPOSED
WE OF
r
ANTENNA
T
_1
THIS ITEM HAS BEEN EEECTRO— r SIGNED ANO
SALE BVRAPIUEL MOIwIEO P.E�UANG A D TIAL
SIGNAtuRE.
RAPHAEL MOHAMED PE
MOUNTING PIPE
FLORIDA NO. 82846 4122/2024
BRACKET
TOP & BOTTOM
DATE DESCRIPTION REV ISSUEDBY
PROPOSED
10,242023 COHSTRu1TlDFl a AM
4111/2024 CONSTRUCTION 1 AM
ANTENNA
4RP/2024 CONSTRUCIKNI 3 AM
j
TI4�'I_ TAPE AND BRASS
TAG MARKINGS
ANTENNA MOUNTING DETAIL
SCALE. N.T.S.
`RRU
PIPE MOUNTED
SINGLE RRU
MOUNTING BRACKET
ITYP, 01 21
PIPE
MOUNT
REMOTE RADIO UNIT (RRU) PIPE MOUNT
SCALE. N.T.S.
ERICSSON RRUS 419 651812
• DIMENSIONS (H A W. D)'. 14.91'. 13.19". 1043"
(INCLUDES SUNSHIELD)
• WEIGHT: 73 LIS
• BS1B12 4TX/4RX PER BAND
• LTE'. MAX a CARRIERS PER PORT (DL)
MAX
6 CARRIERS PER PORT (UL)
CIRRI SUPPORT -2.514.99.8110.1 GBPS.
NOTE:
RRUS CAN ONLY BE PAINTED ON SOLAR SHIELD.
ERICSSON RRUS 4449 151112 DETAIL
SCALE: N.T.S.
ERICSSON RRU
SUPPORT KIT PART.
SXK12SG461
1ISXKIWIHIG 2
(OR APPROVED EQUAL)
1J,
RRU
{
RRU RRU
NOTES.
DETAIL IS DIAGRAMMATIC. CONTRACTOR TO INSTALL RRU'S ON
RRU MOUNT BEST SUITED FOR ANTENNA CONFIGURATION.
RRU MOUNTING DETAIL ELEVATION VIEW
SCALE N.T.S
APPV'D BY: AM
MRS PROJECT NO AJ]86AEC
TIE INFORMATION,117NNED Iry THESE
MCI MENTS IS PHOPMETARY BY RATURE
REPROWCAON OR CAOSINI TO eE REPRODUCED
THE WHOLE OR AN' PART OFTHESE DRAMNOS
WITHOUT THE PERMISSION OF MASTEC NET -1
SELUTICI—SPRO_IED.
PREPARED FOR:
�`� at&t
1315a RESEARCH PKWY
ORLANDO, FL 32825
PREPARED BY
:A a sTe c
Network Solutions
SITE NAME
WEST VERO
SITE ADDRESS.
5850 COLLEGE LANE
VERO BEACH, FL 32966
FA LOCATION:
10032101
SHEET TITLE
EQUIPMENT DETAILS
SHEET NUMBER
C•3
\\ ��� •mayy �
No. 82 M s
WE OF
•••S
PROPOSED
ANTENNA
MAST PIPE
�� -1 \
^• • \\
�IIII�111111
PRNTEDCORESOFTW9D000MENTARENOT
MUST BE RENFIED ON No ELECTRO WC CORES Aim
THIS ITEM HAS BEEN EEECTRO— r SIGNED ANO
SALE BVRAPIUEL MOIwIEO P.E�UANG A D TIAL
SIGNAtuRE.
RAPHAEL MOHAMED PE
ANTENNA
FLORIDA NO. 82846 4122/2024
SUBMITTALS
DATE DESCRIPTION REV ISSUEDBY
10,242023 COHSTRu1TlDFl a AM
4111/2024 CONSTRUCTION 1 AM
4/19=4 CONSTRUCTION 2 AM
4RP/2024 CONSTRUCIKNI 3 AM
DRAWN., CAW
CHECKED BY -A
ERICSSON RRU
SUPPORT KIT PART.
SXK12SG461
1ISXKIWIHIG 2
(OR APPROVED EQUAL)
1J,
RRU
{
RRU RRU
NOTES.
DETAIL IS DIAGRAMMATIC. CONTRACTOR TO INSTALL RRU'S ON
RRU MOUNT BEST SUITED FOR ANTENNA CONFIGURATION.
RRU MOUNTING DETAIL ELEVATION VIEW
SCALE N.T.S
APPV'D BY: AM
MRS PROJECT NO AJ]86AEC
TIE INFORMATION,117NNED Iry THESE
MCI MENTS IS PHOPMETARY BY RATURE
REPROWCAON OR CAOSINI TO eE REPRODUCED
THE WHOLE OR AN' PART OFTHESE DRAMNOS
WITHOUT THE PERMISSION OF MASTEC NET -1
SELUTICI—SPRO_IED.
PREPARED FOR:
�`� at&t
1315a RESEARCH PKWY
ORLANDO, FL 32825
PREPARED BY
:A a sTe c
Network Solutions
SITE NAME
WEST VERO
SITE ADDRESS.
5850 COLLEGE LANE
VERO BEACH, FL 32966
FA LOCATION:
10032101
SHEET TITLE
EQUIPMENT DETAILS
SHEET NUMBER
C•3
NOTE
OEM EQUIPMENT MANUFACTURER MAKENODELS
SPECIFIC TO 3.45.3.55 GHZ BAND ARE AS FOLLON 3
BUT NOT LIMITED TO'.
. ERICSSON-AIR 6419 B77G
Mo7jJJ7 I
NO. 82946
IWI
t am
�7111I 111{\\\
PRINTED
WFHES OF THIS OOCUMENT ARE NOT
REO BIGNEDAIID SEALED>ND ALL SIGNATURES
MUST BE YERFIED ON 41Y ELECTRONIC —ES.
INS ITEM HAS BEEN ELECTRON -11 sINED AND
SEALED BY RAPHAEL MOHAMED P E. USING A DIGITAL
SIGNATURE.
RAPHAEL MOHAMED, P.E.
FLORIDA NO. $2846 4/2212024
SUBMITTALS
DATE DESCRIP11ON REV IsSIED BY
102"/023 CONSTRIX:TXXJ RY
411112024 CONSTRUCTION I RM
411812024 CONSTRUCTION 2 AM
4122/2024 CONSTRUCTION 3 RM
DRAWN BY: CAW
CHEOKED BY: -A
APNDBY: BM
MI5 PROJECT NO: 43366AEC
pOCUPENTTSISPFOPRIETAR151 HATIlE.
REPRODUCTION OR —ING TO BE REPROWCED
THE WHOLE OR ANY PART OF THEBE DRA-1
—HOU MABTEC NET"MR
BOLUv OHINTED.
PREPAREDFOR'
`m� at&t
12150 AESEARCH vKVIY
ORLANDO. FL )2826
PREPARED BY'.
A a sTe c
Network Solutlom
SITE NAME
WEST VERO
SITE ADDRESS'.
5850 COLLEGE LANE
VER0 BEACH, FL 32966
FA LOCATION'.
10032101
SHEET TITLE
RF EQUIPMENT SCHEDULE
SHEET NUMBER
RF -1
DC I FIBER DEMARCATION BOX
ANTENNA AND COAX SCHEDULE
IIAYCAP DC FIBER DEMARCATION BOX
CABLES
ANTENNAS
MOUNTING YODEL OTT.
HEIGHT
YODEL
MS!
p�
CABLE
LENGTH
NOTES
108-0' DC9.4l4I9.24•SC-EV 3
F"983434 FIBER TRUNK
9.A"
7
2W&,E
DOWNTILT
- -
9B AWG POWER TRUNK
0.774'
8
250-0Y
SWAP 13) DC6 W TH (3) DCB
SWAP (3) 12 PAIR FIBER NTH
• -
ES AMC TINNED COPPER CONDUCTOR TRUNK
9.997•
2
250-0"
(3) 16 PAIR FIBER
SIZE
QTY
LENGTH
CODE
MODEL
OTT QTY
Mo7jJJ7 I
NO. 82946
IWI
t am
�7111I 111{\\\
PRINTED
WFHES OF THIS OOCUMENT ARE NOT
REO BIGNEDAIID SEALED>ND ALL SIGNATURES
MUST BE YERFIED ON 41Y ELECTRONIC —ES.
INS ITEM HAS BEEN ELECTRON -11 sINED AND
SEALED BY RAPHAEL MOHAMED P E. USING A DIGITAL
SIGNATURE.
RAPHAEL MOHAMED, P.E.
FLORIDA NO. $2846 4/2212024
SUBMITTALS
DATE DESCRIP11ON REV IsSIED BY
102"/023 CONSTRIX:TXXJ RY
411112024 CONSTRUCTION I RM
411812024 CONSTRUCTION 2 AM
4122/2024 CONSTRUCTION 3 RM
DRAWN BY: CAW
CHEOKED BY: -A
APNDBY: BM
MI5 PROJECT NO: 43366AEC
pOCUPENTTSISPFOPRIETAR151 HATIlE.
REPRODUCTION OR —ING TO BE REPROWCED
THE WHOLE OR ANY PART OF THEBE DRA-1
—HOU MABTEC NET"MR
BOLUv OHINTED.
PREPAREDFOR'
`m� at&t
12150 AESEARCH vKVIY
ORLANDO. FL )2826
PREPARED BY'.
A a sTe c
Network Solutlom
SITE NAME
WEST VERO
SITE ADDRESS'.
5850 COLLEGE LANE
VER0 BEACH, FL 32966
FA LOCATION'.
10032101
SHEET TITLE
RF EQUIPMENT SCHEDULE
SHEET NUMBER
RF -1
ANTENNA AND COAX SCHEDULE
ANTENNAS
CABLES
RRU
MR GND
DI►LEXER/TRIPLEI(ERIFILTER I MA
MD
APPROX. ANTENNA
DOWNTILT
CABLE
COLOR
MR GRAD OTT
SECTOR AZ CENTER MAKE - MODEL
OTV SPECSININCHES
(HXWIID)
ELEC MECM
MODEL
SIZE
QTY
LENGTH
CODE
MODEL
OTT QTY
MODEL STY OTT MODEL
'FIBERJUMPER-OCSTORRU
315•
2
15
RRUS M4963101i
7
Al 335' IOS4r COMMSCOPE-NNH441SB45
1 71.9X19.5%7.75
- 0'
•DCJUMPER-DC9TORRU
COAX JUMPER - RRU TO ANTENNA
7/16
12'
3
a
15'
10
1RED
RRUS 44288IM
1
A2 -
-
- -
-
-
2 RED
-
-
- -
1W -Or ERICSSON- BRIMS 077G(P)(TOP)
-Or
1 28.OX15.7X6.7
O•
:FIBER
'FIBERJUMPER - OCR TO RRU
3M'
4
IS'
3 RED
-
-
- - -
A7 335' 1"4r EW - AIR"40 9770 P) (BOTTOM)
1 30.4%15.9X8.1
-
JUMPER - OCR TO RRU
7116'
2
15'
'FIBERJUMPER - OCR TO RRU
3V
3
15'
RRUS 4476814
1
A4 335' • COMfCOPE-NNNH594i
108-0 M
1 71.9X19.6X7.75
- 0'
'DC JUMPER TO RRU
7/16'
3
15'
4RED
RRUS4415825-
COAXJUMPER- RRU TO ANTENNA
IT
12
70
RRUS-32 BW
1
•FIBERJUMPER-DC9 TO RRU
:FIBER
314
2
15'
RRUS M19 SS/012
1
81 SS' 108'-0' COYMSCO►E - NNH456B-R6
1 77.9%10.8%7.75
0'
- DC9 TO RRU
COAXJUMPER -RRU TO ANTENNA
7116'
1?
3
S
75'
10
I BLUE
RRUS 4426 866
1
-
82 - - -
- -
-
-
2 BLUE
-
- -
- - -
1DS& ERICSSON- AIRSM90770(P) (TOP)
1 28.0X15.7%6.7
U'
•FIBERJUMPER-DC9 TO RRU
3M'
4
IS'
3BLUE
- -
- - - -
B3 104'x" EMCSSON- AIR644i 577DJP) (BOTTOM)
1 30.4%15.9%8.1
_
'DCJUMPER-OCOTORRU
7/14
2
15,
' FIB ERJUMPER -DOB TO RRU
3'8'
3
15'
RRUS 4478 B14
1
B4 RS' IW.T COMMSCOPE-NNH446B44
1 71.RX188X7.75
0'
'DC JUMPER OCR TO RRU
7114
3
/5'
4BLUE
RRUS 4415 B25
1 -
- - - -
COA%JUMPER -RRU TO ANTENNA
12'
12
I0
RRUS32 B3D
i
-FIBERJUMPER-OCG TO RRU
LB'
2
75'
SPUR 440 111511112
CI 205• lW4r COMMSCOPE-NNN"MRS
1 71.SX19.SX7.75
- 0'
'DC JUMPER -DC9 TO RRU
COAX JUMPER - RRU TO ANTENNA
7/14
12'
3
B
15'
10
1GREEN
RRUS 4420868
1
C2 -
-
-
-
2GREEN
- -
- - - -
105'47 ERICSSON • AIR9419 0770 (P) (TOP)
1 26.0X15.7%8.7
0
-FIBER JUMPER • DC9 TO RRU
3'8-4
15'
3GREEN
-
- -
C3 M. 704*4r fRICSSON- AIRSO3770(P)(BOTTOM)
M
1 W.0 5.9XA1
_
'DC JUMPER - DCS TO RRU
714
2
15'
' FIBER JUMPER - OCR TO RRU
318-
3
15'
RRUS 4478814
1
C4 M. 108'-0• COMMRCOPE.NNNN9B45
1 719XIO.8X7.75
0'
'DCJUMPER-DC9 TO RRU
7116'
3
IT
4GREEN
RRUS4415825-
COAXJUMPER- RRU TO ANTENNA
12-
12
10
RRUS-32 BW
I
TOTAL
12
TOTAL FIBER JUMPER
27
405'
TOTAL
15 -
TOTAL - - TOTAL -
TOTALDCJUMPER
24
350'
'FIBER JUMPER. RO3ENBERGER FIBER JUMPER
'DCJU MPER-ROSENSERGER SINGLE PAIR DC CABLE
TOTAL COAX JUMPER
6D
SW
ANTENNA AND COAX INFORMATION PROVIDED FROM THE LTE 4TX4RXISG NR
RF 05 SHEET V1.00, ID 05052006, DATED 0511912023.
RADIOISO NR 16R COAND
TOTAL 5/14 RET CABLES
3
750'
CONTRACTOR TO VERIFY RF INFO WITH CLIENT PRIOR TO CONSTRUCTION.
COAX LENGTHS ARE APPROXIMATE AND MUST BE VERIFIED PRIOR TO CONSTRUCTION.
TOTAL 5174 RET JUMPERS
0
W
ALL COAX SMALL BE COLOR CODED AT TOP AN BOTTOM JUMPER AND AT TOP OF TOWER BOTTOM OF
TOWER, AND INSIDE SHELTER ON MAIN COAX.
.AMAINCOAX SHALL HAVE CORROSION PROOF '10 TAG6' INSTALLED INSIDE THE SHELTER AT THE
PORT AND AT THE ANTENNA.
QUANTITIES GIVEN ARE TOTAL EXISTING AND PROPOSED.
Mo7jJJ7 I
NO. 82946
IWI
t am
�7111I 111{\\\
PRINTED
WFHES OF THIS OOCUMENT ARE NOT
REO BIGNEDAIID SEALED>ND ALL SIGNATURES
MUST BE YERFIED ON 41Y ELECTRONIC —ES.
INS ITEM HAS BEEN ELECTRON -11 sINED AND
SEALED BY RAPHAEL MOHAMED P E. USING A DIGITAL
SIGNATURE.
RAPHAEL MOHAMED, P.E.
FLORIDA NO. $2846 4/2212024
SUBMITTALS
DATE DESCRIP11ON REV IsSIED BY
102"/023 CONSTRIX:TXXJ RY
411112024 CONSTRUCTION I RM
411812024 CONSTRUCTION 2 AM
4122/2024 CONSTRUCTION 3 RM
DRAWN BY: CAW
CHEOKED BY: -A
APNDBY: BM
MI5 PROJECT NO: 43366AEC
pOCUPENTTSISPFOPRIETAR151 HATIlE.
REPRODUCTION OR —ING TO BE REPROWCED
THE WHOLE OR ANY PART OF THEBE DRA-1
—HOU MABTEC NET"MR
BOLUv OHINTED.
PREPAREDFOR'
`m� at&t
12150 AESEARCH vKVIY
ORLANDO. FL )2826
PREPARED BY'.
A a sTe c
Network Solutlom
SITE NAME
WEST VERO
SITE ADDRESS'.
5850 COLLEGE LANE
VER0 BEACH, FL 32966
FA LOCATION'.
10032101
SHEET TITLE
RF EQUIPMENT SCHEDULE
SHEET NUMBER
RF -1
NOTES
1. CONTRACTOR SHALL REFER TO AT&T GROUNDING AND BONDING PRACTICE TP -76416.
2. PROVIDE WEATHER PROOFING AND GROUNDING KIT TO BOND DC POWER CABLE SHIELD TO EXTERNAL HATCH PLATE GROUND BAR.
3. PROWDE GROUND CONNECTION FOR DC POWER CABLE SHIELD TO 'P- SECTION OF CRGB WITHIN SHELTER.
PROPOSED AT&T RRH
PROPOSED RAYCAP FIBER
AND DC DISTRIBUTION UNIT
l -
&2 STRANDED COPPER TINNED
GREEN JACKETED
1
PROPOSED GROUND BAR
(TYP. PER SECTOR)
112 STRANDED COPPER TINNED
GREEN JACKETED
PROPOSED LTE PANEL
III ANTENNA
PROPOSED AT&T RRH
I
B2 STRANDED COPPER TINNED
GREEN JACKETED
12 STRANDED COPPER TINNED
GREEN JACKETED
PROPOSED GROUND BAR D
COAX ENTRY PORT /
&2 SOLID COPPER TINNED BARE
TO
GROUND RING
GROUNDING DETAIL
SCALE. N.T.S
PROPOSED COAX
BRIDGE POST
J_ PROPOSED GPS ANTENNA
02 STRANDED COPPER TINNED
GREEN JACKETED
82 STRANDS.
TINNED GREEN
KEYNOTE LEGEND'.
1. SECTOR GROUND BAR (TYP).
2. COLLECTOR GROUND BAR.
3. NEWANTENNA.
4. SINGLE PAIR FIBER & DC POWER.
5. JUMPER CABLE, 12' (TVP).
6. PIPE MOUNT.
7. DC POWER & FIBER TO RAYCAP UNIT.
B. REMOTE RADIO HEAD(RRH) pF APPLICABLE).
9. DOS RAYCAP SURGE SUPPRESSOR (IF APPUCABLE).
10. FILTER (IF APPLICABLE)
'STRANDED COPPER
4ED GREEN JACKETED
N)
p--`1
I
2 STRANDED COPPER
TNNED GREEN JACKETED
TVP)
1. UTILIZE EXISTING AT&T GROUND BARS AND GROUNDING.
2. ADD GROUND BARS IF THERE ARE INSUFFICIENT LUG POSITIONS.
3. REFERENCE AT&T BONDING & GROUNDING PRACTICE TP76416.
ANTENNA GROUNDING SCHEMATIC
SCALE. N.T.S
`%%%% %Ill llr1/
��:' • NO���� '•:.ate_ i
2�IIi 11\\\
PRNTED COPIES OF THS DOCMIENT ARE NOT
CONBIOERED-D AM SEALEDAIIO NL EIGNATWES
THE ITEM NAS BEEN ELECTROHC.AL Y SIGNED AND
SEALED BY RAPHAEL MGNAMED P EUSRIG A pOITAL
RAPHAEL MOHAMED, P.E.
FLORIDA NO. 62M 422/2024
SUBMITTALS
DALE DESCRIPTION REV ISSUED BY
1O742D23 CONSTRUCTION 0 RM
411/1024 CONSTRUCTION 1 RM
4197024 CONSTRUCTION 2 RM
4222024 DON$TRUCTNNN 3 TOA
DRAWN BY, CRW
CNECKEDBY: OBA
APPVTJ BY'. RM
MINE PROJECT NO 43365 -AEC
THEINS 1 TIONCONTAINEDRITNEK
vRIETARY BY NATURE
RTN -TTI DR ANY P 11-18 �E DaxIT 11 sD
.TE THE 1AN's1DN OF MAsiEc NETNVRA
PREPARED FOR'.
at&t4MW1 2150 RESEARCH PKWM
ORLANDO. FL 32526
PREPARED BY
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Network Solutions
SITE NAME.
WEST VERO
SITE ADDRESS
5850 COLLEGE LANE
VERO BEACH, FL 32966
FA LOCATION.
10032101
SHEET TITLE
GROUNDING DETAILS
SHEET NUMBER
G•1
GENERAL NOTES:
STANDARD PRACTICE.
THE PLANE. ALL EXPOSED FASTENERS, NUTS. AND
WASHERS SHALL BE GALVANIZED UNLESS
I. ALL REFERENCES TO OWNER HEREIN SHALL BE 2.
STRUCTURAL STEEL PLATES AND SHAPES SHALL
RETESHALLWISE ALL NTO
CONSTRUED TO MEAN AT&T OR ITS DESIGNATED
REPRESENTATIVE.
CON FORM TO ASTM A26. ALL STRUCTURAL STEEL
PIPES SHALL CONFORM TO ASTM ASI GRADE B.
CONCRETEB STAINLESS EEL
CONCRETE SHALL BE STAINLESS STEEL
2. ALL WORK PRESENTED ON THESE DRAWINGS
ALL STRUCTURAL STEEL TUBING SHALL CONFORM2.
TO ASTM ASOO GRADE B. ALL STRUCTURAL STEEL
THE CONTRACTOR SHALL FURNISH ALL
CONNECTOR HARDWARE REQUIRED TO SECURE
MUST BE CON PL ETED BY THE CONTRACTOR
TED BY THE
UNLESS NOTED THE CONTRACTOR
COMPONENTS AND FABRICATED ASSEMBLES
SHALL BE HOT DIP GALVANIZED AFTER
THE CABLES. CONNECTION HARDWARE SHALL BE
STAINLESS STEEL.
MUST HAVE CONSIDERABLE EXPERIENCE IN
PERFORMANCE OF WORK SIMILAR TO THAT
FABRICATION. 3.
NORTH ARROW SHOWN ON PLANS REFERS TO
DESCRIBED HEREIN. BY ACCEPTANCE OF THIS 3.
ASSIGNMENT, THE CONTRACTOR IS ATTESTING
WELDING SHALL BE IN ACCORDANCE WITH THE
AMERICAN WELDING SOCIETY (AWS)
TRUE NORTH. CONTRACTOR SHALL VERIFY NORTH
AND NOTIFY CONSULTANT OF ANY DISCREPANCY
THAT HE DOES HAVE SUFFICIENT EXPERIENCE
DJAIDIA M'. 2010. STRUCTURAL WELDING
BEFORE STARTING CONSTRUCTION.
AND ABILITY THAT HE IS KNOWLEDGEABLE OF
CODE -STEEL WELD ELECTRODES SHALL BE E7OXX.4.
PROVIDE LOCK WASHERS FOR ALL MECHANICAL
THE WORK TO BE PERFORMED AND THAT HE IS 4.
ALL COAXIAL CABLE CONNECTORS AND
CONNECTORS FOR GROUND CONDUCTORS. USE
PROPERLY LICENSED AND PROPERLY
REGISTERED TO DO THIS NARK IN THE STATE
TRANSMITTER EQUIPMENT SHALL BE AS
STAINLESS STEEL HARDWARE THROUGHOUT.
AND/OR COUNTY IN WHICH R IS TO BE
SPECIFIED BY THE OWNER AND IS NOT INCLUDED
5.
THOROUGHLY REMOVE ALL PAINT ANO CLEAN ALL
PERFORMED.
IN THESE CONSTRUCTION DOCUMENTS THE
SHALL ALL CONNECTION
DIRT FROM SURFACES REQUIRING GROUND
3. UNLESS SHOWN OR NOTED OTHERWISE ON THE
CONTRACTOR FURNISH
HARDWARE REQUIRED TO SECURE THE CABLES.
CONNECTIONS.
CONTRACT DRAWINGS, OR IN THE
CONNECTION HARDWARE SHALL BE STAINLESS 6.
MAKE ALL GROUND CONNECTIONS AS SHORT AND
SPECIFICATIONS. THE FOLLOWING NOTES SHALL
APPLY TO THE MATERIALS LISTED HEREIN. AND TOS.
THE PROCEDURES TO BE USED ON THIS PROJECT.
STEEL.
ALL REINFORCING STEEL SHALL CONFORM TO
DIRECT AS POSSIBLE. AVOID SHARP BENDS. ALL
BENDS TO BE A MIN. OF S' RADIUS.
TRANSIENT VOLTAGE SUPPRESSION
ASTM 615 GRADE 60. DEFORMED BILLET STEEL 7.
FORE BUILDING FRAME AND HATCH
4, ALL HARDWARE ASSEMBLY MANUFACTURERS
INSTRUCTIONS SHALL BE FOLLOWED EXACTLY
BARS. WELDED WIRE FABRIC REINFORCING SHALL
CONFORM TO ASTM A185.
GROUND BAR
PLATE GROUND BARS. USE SUCH BOLT MOLE
NEPA DRILLED CONNECTOR SUCH AS TbB 32W7
AND SHALL SUPERCEDE ANY CONFLICTING NOTES
8.
THE FABRICATION AND ERECTION OF
OR APPROVED EQUAL.
ENCLOSED HEREIN.
STRUCTURAL STEEL SHALL TO THE 8.
FOR ALL EXTERNAL
S. RIS THE CONTRACTOR'S SOLE RESPONSIBILITY
ONS.CONFORM
LATEST A.I.S.C. SPECIFICATIONS.
CAD ELDS, A PLY A U ERAL
CLAMPS, AND C APPLY LIBERAL
TO DETERMINE ERECTION PROCEDURE AND ]
ALL CONNECTIONS NOT FULLY DETAILED ON
OR
PROTECTIVE COATING OR AN ANTI.OY
COATINGI
SEQUENCE TO ENSURE THE SAFETY THE
THESE PLANS SHALL BE DETAILED BY THE STEEL
D
COMPOUND SUCH AS'NO-0XIDE A' BY DEAR80RN
R
STRUCTURE AND ITS LDMCOMPONENT IFICPARTS WRING
ERECTION AND' FIELD MODIFICATIONS,
FABRICATOR IN ACCORDANCE WITH
CHEMICAL COMPANY.
INCLUDES. BUT IS NOT LIMITED TO, THE ADDITION
SPECIFICATIONS. 9.
REPAIR ALL METAL SURFACES THAT HAVE BEEN
OF WHATEVER TEMPORARY BRACING. GUYS. OR g
HOT -DIP GALVANIZE ITEMS SPECIFIED TO BE
CUT OR DAMAGED BY REMOVING ANY EXISTING
TIE DOWNS THAT MAY BE NECESSARY. SUCH
MATERIAL SHALL BE REMOVED AND SHALL
ZINC -COATED, AFTER FABRICATION WTIERE
PRACTICAL. GALVANIZING: ASTM A 123, ASTM. A 1 D.
RUST AND APPLYING COLD GALVANIZATION.
ANTENNA CABLE LENGTHS HAVE BEEN
REMAIN THE PROPERLY OF THE CONTRACTOR
ISWA 153M OR ASTM A SIVA 553M. 090 AS
DETERMINED BASED THESE PUNS. CABLE
AFTER THE COMPLETION OF THE PROJECT.
APPLICABLE.
LENGTHSLISTEDARE APR
6. ALL DIMENSIONS, ELEVATIONS, AND EXISTING g.
REPAIR DAMAGED SURFACES WITH GALVANIZING
USED FOR
NOT INTENDED TO BE USED FOR FABRICATION.
CONDITIONS SHOWN ON THE DRAWINGS SHALL BE
REPAIR METHOD AND PAINT CONFGRMINGTO
DUE TO FIELD CONDITIONS, ACTUAL CABLE
FIELD VERIFIED BY THE CONTRACTOR AND THE
TESTING AGENCY PRIOR TO BEGINNING ANY
ASTMA 780 OR BY APPLICATION OF STICK OR
THICK PASTE MATERIAL SPECIFICALLY DESIGNED
LENGTHS VARY. CONTRACTOR MUST FIELD
VERIFY ANTENNA CABLE LENGTHS PRIOR TO
MATERIALS ORDERING, FABRICATION, OR
FOR REPAIR OF GALVANIZING, CLEAN AREAS TO
ORDER.
CONSTRUCTION NARK ON THIS PROJECT. ANY
DISCREPANCIES SHALL BE IMMEDIATELY
BE REPAIRED, AND REMOVE SLAG FROM WELDS.
HEAT SURFACES TO WHICH STICK OR PASTE
SOAMP
BROUGHT TO THE ATTENTION OF THE OWNER
AND THE OWNER'S ENGINEER, THE
MATERIAL IS APPLIED WITH A TORCH TO A
50 AMP
SG DOD
DISCREPANCIES MUST BE RESOLVED BEFORE THE
TEMPERATURE SUFFICIENT TO MELT THE
METALLICS. IN STICK OR PASTE, SPREAD MOLTEN
NR INTEGRATED SG RADIO MHz
n p O 5
CONTRACTOR IS TO PROCEED NATO THE WORK.
THE CONTRACT DOCUMENTS NOT INDICATE
THE METHOD OF CONSTRUCTION, THE
MATERIAL UNIFORMLY OVER SURFACES TO BE
COATED AND WE OFF EXCESS MATERIAL.
AIR 3246825. 868
�f
NR INTEGRATED IWO OR 21W MW RADIO
SUPERVISE
CONTRACTORKDSHALL
CONTRACTOR SHALL FOLLOW THE
NR INTEGRATED 825/866 RADA
NR 1251 RADIO
10 AMP DC OR 6A MR AS
POSSIBLE FOREIO.
NARK AND SHALL BE SOLELY RESPONSIBLE FOR
BE
MANUFACTURER'S
2X50 MNP
'
NR6172 GAD B]7G
ALL CONSTRUCTION MEANS, METHODS,
TECHNIQUES, SEQUENCES, AND PROCEDURES.
INFORM TION 15 CONTAINED IN IF S
INFORMATION IS CONTAINED IN THESE PIANS OR
OBSERVATION VISITS TO THE SITE BY THE OWNER
AND/OR THE ENGINEER SHALL NOT INCLUDE
THE MANUFACTURER'S SPECIFICATIONS ARE
S
STRICTER.
U
Il
U
7. ALL MATERIALS AND EQUIPMENT FURNISHED
NOTE: REFER TO AT&T SPECIFICATIONS AS THE
STALL BE NEW AND OF GOOD QUAUTY. FREE
FROM FAULTS AND DEFECTS AND IN
CONTROLLING STANDARD FOR PROPOSED
CONSTRUCTION.
CONFORMANCE WITH THE CONTRACT
DOCUMENTS ANY AND ALL SUBSTITUTIONS MUST
ABOVE GROUND TEL -
BE PROPERLY APPROVED AND AUTHORIZED IN
PERMITS:
WRITING BY THE OWNER AND ENGINEER PRIOR
TO INSTALLATION. THE CONTRACTOR SHALL
1. CONTRACTOR SHALL SECURE ALL NECESSARY
FURNISH SATISFACTORY EVIDENCE AS TO THE
KIND AND QUALITY OF THE MATERIALS AND
PERMITS FOR THIS PROJECT FROM ALL
APPUCABLE GOVERNMENTAL AGENCIES.
EQUIPMENT BEING SUBSTITUTED.
2. ANY PERMITS WHICH MUST BE OBTAINED SHALL
6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR
BE INE CONTRACTOR'S RESPONSIBILITY. THE
INITIATING. MAINTAINING, AND SUPERVISING ALL
SAFETY PRECAUTIONS AND PROGRAMS IN
CONTRACTOR SHALL BE RESPONSIBLE FOR
ABIDING BY ALL CONDITIONS AND REQUIREMENTS
CONNECTION WITH THE WORK THE CONTRACTOR
OF THE PERMITS.
IS RESPONSIBLE FOR ENSURING THAT THIS
BEIM CC
3. ALL WORK SHALL 8E IN ACCORDANCE WITH LOCAL
PROJECT AND RELATED WORK COMPLIES WITH
CODES AND THE "BUILDING
ALL AND FEDERAL
SAFETYCODEAPPLICABLE AND LOCAL
SAFETY CODES AND REGULATIONS GOVERNING
REQUIREMENTS FOR STRUCTURAL CONCRETE'.
THIS YORK
4. THE CONTRACTOR SHALL NOTIFY THE
9, ALL WORK SHALL BE COMPLETED IN
APPLICABLE JURISDICTIONAL (STATE. COUNTY, OR
ACCORDANCE VATH THE LATEST EDITION OF THE
CIENGINEER 24 HOURS PRIOR TO THE
LOCAL BUILDING CODE.
BEGT')INNING OF CONSTRUCTION.
10. ALL PROPOSED CELLULAR EQUIPMENT AND
5. ALL DIMENSIONS SHALL BE VERIFIED WITH THE
FIXTURES SHALL BE FURNISHED BY OWNER FOR
PLANS (LATEST REVISION) PRIOR TO
INSTALLATION BY THE CONTRACTOR, UNLESS
SPECIFICALLY NOTED OTHERWISE HEREIN.
COMMENCING CONSTRUCTION. NOTIFY THE
OWNER IMMEDIATELY IF DISCREPANCIES ARE
DISCOVERED. THE CONTRACTOR SHALL HAVE A
11. ACCESS TO THE PROPOSED WORK SITE MAY BE
SET OF APPROVED PLANS AVAILABLE AT THE SITE
RESTRICTED, THE CONTRACTOR SHALL
AT ALL TIME WHEN WORK IS BEING PERFORMED.
COORDINATE INTENDED CONSTRUCTION
ACTIVITY. INCLUDING WORK SCHEDULE AND
A DESIGNATED RESPONSIBLE EMPLOYEE SHALL
BE AVAILABLE FOR CONTACT BY GOVERNING
MATERIALS ACCESS NTH THE RESIDENT LEASING AGENCY INSPECTORS.
AGENT FOR APPROVAL.
TRANSIENT VOLTAGE SUPPRESSION
12. PREFABRICATED BUILDING INSTALLATION SHALL
BE IN ACCORDANCE OATH THE MANUFACTURERS
MISCELLANEOUS'.
SPECIFICATIONS.
1. ALL THREADED STRUCTURAL FASTENERS FOR
TYR
ANTENNA SUPPORT ASSEMBLES SHALL CONFORM
STRUCTURAL STEEL NOTES:
TO ASTM AW7 OR ASTM 36. ALL STRUCTURAL
FASTENERS FOR STRUCTURAL STEEL FRAMING
SHALL CONFORM TO ASTM A325. FASTENERS
1. STRUCTURAL STEEL SHALL CONFORM TO THE
LATEST EDITION OF THE A.I.S.C. SPECIFICATIONS
SHALL BE 5/8- MIN. DIA, BEARING TYPE
CONNECTIONS WITH THREADS EXCLUDED FROM
FOR STRUCTURAL STEEL BUILDINGS -ALLOWABLE
UNDERGROUND POWER
STRESS DESIGN AND PLASTIC DESIGN INCLUDING
THE COMMENTARY AND THE A.I.S.C. CODE OF
LOT
20A - _-LTE -
-_
DIGITAL
UNIT
ABBREVIATK)NS
AC
ALTERNATING CURRENT
AGE
ABOVE GROUNDPOWER
AGT
ABOVE GROUND TEL -
AIC
AMPERAGE INTERRUPTION CAPACITY
ATS
AUTOMATIC TRANSFER SWITCH
AWG
AMERICAN WARE GAUGE
BTC
BARE TINNED COPPER CONDUCTOR
BATT
BATTERY
CHG
CHARGING
COMM
COMMON
DC
DIRECT CURRENT
DIA
DIAMETER
DAG
DRAWING
EC
ELECTRICAL CONDUCTOR
EMT
ELECTRICAL METALLIC TUBING
FIE
FACILITY INTERFACE FRAME
GEN
GENERATOR
GPS
GLOBAL POSITIONING SYSTEM
HVAC
HEATNENTILATIONWR CONDITIONING
IGR
INTERIOR GROUNDING RING (HALO)
-5
MASTER GROUNDING BAR
] O6
J RRUSJ2
B30
5770
5770
RRus
S61S7E
RRUS
4426 B66
RRUS
44781314
i
RRUS
4415825
KEYNOTELEGEND'.
1. IBV DC POWER PLANT. CONTRACTOR TO VERIFY CORRECT
BREAKER SIZE IS INSTALLED FOR EACH RRU PER CHART
2. 11) RACK MOUNTED RAYCAP DC SURGE PROTECTOR
3. RAYCAP FIBER AND DC DISTRIBUTION UNIT TONER/ROOFTOP
MOUNTED.
4. SB ANG SHIELDED CONDUCTORS.
S. PROVIDE (2) 6- CONDUCTOR N AWG BUNDLES FOR DC POWER
FROM RACK MOUNTED RAYCAP SURGE PROTECTION UNIT TO
THE RAYCAP FIBER AND DISTRIBUTION UNIT ON TONER.
6. DC CABLE ROUTED TO R UNITS.
7. 02 AWG SHIELDED CONDUCTORS
CURRENT SIZING ANG
ELECTRICAL NOTE
ALL ELECTRICAL UPGRADES ARE BEING PERFORMED ON THE DC RECTIFIERS
AND DC SIDE OF THE ROVER PLANT. THESE UPGRADES WILL NOT REQUIRE
ANY CHANGES TO THE AC LOADING.
\\\\,����IuOrJ
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MUST eE YEPoHEDaW,vo 11- El EC RON'. COPIES T
THS NEM IAS eEEN EEECTRON-LI SK;NED AND
gcNATU l PAPINEL.-ED P E. Dara A -I.
RAPHAEL MOHAMED. P.E.
FLORIDA N0.82848 4I22J2G24
SUBMITTALS
DATE DESCRIPTION REVISSUEDBY
10/24/ZOZJ CON6IRUCINONo IWMI
V71/2024 _ CONSTRUCTION 1 _ RM
WI W=4 CONSTRUCTION 2 RM
4111/2024 CONSTRUCTION 3 RM
DAWN BY'. CRW
CHECKED BY: OM
AP -D BY. RN
MIS PROJECT NO. 43]66AEC
I NE NATION CONTAINED IN THESE
OOOUMEMS IS PROVRIETAPW el NATURE
TTIIEEOVWDiw-E OR ANY PART OOFOMESE RnwiNGSD
WITIOUT TIE PERMISSION NETWORK
PREPARED FOR:
V at&t
12150 RESEARCH PKWY
�I ORLANDO. FL 32825
PREPARED BY.
:A a sTe c
Network Solutions
iE 1 SE IANLPANca75 is Sl TE 101
SITE NAME
WEST VERO
SITE ADDRESS:
5850 COLLEGE LANE
VERO BEACH, FL 32966
FA LOCATION.
10032101
SHEET TITLE
GENERAL NOTES
SHEET NUMBER
ON -1
GENERAL NOTES TO APPLY IN APPLICABLE SITUATIONS ONLY
MIN
MINIMUM
SYMBOLS UST.
MAY
MICROWAVE
(SYMBOLS SHOWN MAY NOT BE USED
HIS
MANUALTRANSFERSWITCH
ON THIS PROJECT)
NEC
NATIONAL ELECTRICAL CODE
CONDUIT RISER UP
a
ON CENTER
RRUS-12 • A2
OHP
OVERHEAD POWER
• CONDUIT RISER DOWN
CHU
OVERHEAD UTILITIES
I GROUNDING CONDUCTOR
PPPOLARIZING
PRESERVING
INDICATES CIRCUIT CONTINUATION
PCV
PRIMARY CONTROL UNIT
RRUS 4476 S5
P
PROTOCOL DATA UNIT
ENCLOSED CIRCUIT BREAKER
(SIZE AS SHOWN)
RECT
RECTIFIER
RRUS E2 829
RMC
RIGIDMETALUCCONDUIT
FUSED DISCONNECT SWITCH
(SIZE AS SMgMI)
RRU
REMOTE RADIO UNIT
RRUS 5843 8218WA
gWJY
RACEWAY
_ RECEPTACLE PANELBOARD, 12N240 VOLT
SIAD
SMA RT INTEGRATED ACCESS DEVICE
RRUS 2203814
TVSS
TRANSIENT VOLTAGE SUPPRESSION
1 NOTE S: REFERENCE SYMBOLS.
7 MMP AG
SYSTEM
DENOTED 'SEE NOTE NOY'
TYR
TYPICAL
-18.. INDICATES MOUNTING HEIGHT AFF
LOU
UNDERGROUND DUCT
RRUS 4415 SW
UGP
UNDERGROUND POWER
EXISTING ELEC EOUIPMENT TO REMAIN
5
LOT
UNDERGROUNDTELCO
R R US 2012829
UPS
UNINTERRUPTIBLE POWER SOURCE (DC
RRUS4455
15AMP
POWER PLANT)
RADIO OW
\\\\,����IuOrJ
• • No. 82W •'�
�OF
ArrnmITTI
PRINTEDCORES OF THIS DOCUMENT ARE HOT
MUST eE YEPoHEDaW,vo 11- El EC RON'. COPIES T
THS NEM IAS eEEN EEECTRON-LI SK;NED AND
gcNATU l PAPINEL.-ED P E. Dara A -I.
RAPHAEL MOHAMED. P.E.
FLORIDA N0.82848 4I22J2G24
SUBMITTALS
DATE DESCRIPTION REVISSUEDBY
10/24/ZOZJ CON6IRUCINONo IWMI
V71/2024 _ CONSTRUCTION 1 _ RM
WI W=4 CONSTRUCTION 2 RM
4111/2024 CONSTRUCTION 3 RM
DAWN BY'. CRW
CHECKED BY: OM
AP -D BY. RN
MIS PROJECT NO. 43]66AEC
I NE NATION CONTAINED IN THESE
OOOUMEMS IS PROVRIETAPW el NATURE
TTIIEEOVWDiw-E OR ANY PART OOFOMESE RnwiNGSD
WITIOUT TIE PERMISSION NETWORK
PREPARED FOR:
V at&t
12150 RESEARCH PKWY
�I ORLANDO. FL 32825
PREPARED BY.
:A a sTe c
Network Solutions
iE 1 SE IANLPANca75 is Sl TE 101
SITE NAME
WEST VERO
SITE ADDRESS:
5850 COLLEGE LANE
VERO BEACH, FL 32966
FA LOCATION.
10032101
SHEET TITLE
GENERAL NOTES
SHEET NUMBER
ON -1
ENICSSOM RAM DEEMER REQUIREMENTS
ERICSSON RADIO SIZE SNEAKER
TECHNOLOGY
RRUS-32 No
30 AMP
AM QlooD
RRL.. BW
20 MMP
WCS (2300)
RRU9-32 B2
"AMP
PCS OSOO)
RRUS-11
25 MMP
VAR. MADS. R00(Sl 21. ON (1351, 19001821. 21 DO JIMD
RRUS-12 • A2
25 AMP _
VAR. BANDS', (8501851, IMM (821. 2100 (BIB
RRUS 4415825
25 AMP
1600
RRUS4426Be1
MAMP
21M
RRUSM7661425
AMP
7.
RRUS 4476 S5
25 AMP
650
RRUS 1178 B12
25 NAP
700
RRUS E2 829
25 MNP
7001829 i%ONLY)
A RU54449:5/B12
2X25AMPOR140 NAP
RRUS 5843 8218WA
2X W AMP OR 140 AMP
RRUS 4460 821886
2 X 40 MNP OM 150 MIPN
RRUS 2203814
IOAMP
814
RRUS 2203 821%
7 MMP AG
W. 19W
RRUS 22M 821M
10 AMP DC
W. 1900
RRUS2205 BN6
RRUS 4402:66/825
7 NAPAC 1111 AMP GC
IOAMP
III
PCS (I -) ANS (21.)
RRUS 4415 SW
25 AMP
2]OD
RR US 8863
SOAMP
SG CBAN DIDOD(C BAND 3A-4.2 GHZ)
R R US 2012829
15AMP
7.(029 TX ONLY)
RRUS4455
15AMP
190012100
RADIO OW
WAMP
82/Wm
RADIO M90
WAMP
851812 DUN BANG
RADA 4467145
AMP
N77DUAL C-SAND/3ASGHZ
RADIO 4435 Eno
115 MIP DC
CGSAND PICO RADIO 3.7-3.98 GHZ
RADIO 4435 B77D
10 NAP AC
USAND PIC. RADIO 1.7-3.W GHZ
RADIO 4405
15 MNP GC OR 10 AMP AC
3.45 GHZ PICO RADIO
LPRU 442* MIN*
15 NNP GC OR IO AMP AC
PCS 190WAW521W
LPRU 4110 MB12
15 AMP OC OR IO AMP AC
7001850
AIR -86,18
35 AMP
CBRS 3.55.3.7 GN'
NR 6472 B77G/B77M
SO NAP DC
DUAL BAND UBAN.00D
AlR 6449BID
SOAMP
5GCSAND
ME.I. B77G
50 AMP
SG DOD
NR 5331 RADIO
20 MIP DC OR 15 HIR AC
NR INTEGRATED SG RADIO MHz
NR 5322 -M
10 AMP DC OR 6 MIP AC
NR INTEGRATED 8280
AIR 3246825. 868
45 OR SO AMP
NR INTEGRATED IWO OR 21W MW RADIO
AIR 1641 825/866
RADIO
So AMP
NR INTEGRATED 825/866 RADA
NR 1251 RADIO
10 AMP DC OR 6A MR AS
NR INTEGRATED SG MICRO RADIO 39 GHZ
AIR6464 G7]D 8770
2X50 MNP
SG
NR6172 GAD B]7G
50 NAP
SG
\\\\,����IuOrJ
• • No. 82W •'�
�OF
ArrnmITTI
PRINTEDCORES OF THIS DOCUMENT ARE HOT
MUST eE YEPoHEDaW,vo 11- El EC RON'. COPIES T
THS NEM IAS eEEN EEECTRON-LI SK;NED AND
gcNATU l PAPINEL.-ED P E. Dara A -I.
RAPHAEL MOHAMED. P.E.
FLORIDA N0.82848 4I22J2G24
SUBMITTALS
DATE DESCRIPTION REVISSUEDBY
10/24/ZOZJ CON6IRUCINONo IWMI
V71/2024 _ CONSTRUCTION 1 _ RM
WI W=4 CONSTRUCTION 2 RM
4111/2024 CONSTRUCTION 3 RM
DAWN BY'. CRW
CHECKED BY: OM
AP -D BY. RN
MIS PROJECT NO. 43]66AEC
I NE NATION CONTAINED IN THESE
OOOUMEMS IS PROVRIETAPW el NATURE
TTIIEEOVWDiw-E OR ANY PART OOFOMESE RnwiNGSD
WITIOUT TIE PERMISSION NETWORK
PREPARED FOR:
V at&t
12150 RESEARCH PKWY
�I ORLANDO. FL 32825
PREPARED BY.
:A a sTe c
Network Solutions
iE 1 SE IANLPANca75 is Sl TE 101
SITE NAME
WEST VERO
SITE ADDRESS:
5850 COLLEGE LANE
VERO BEACH, FL 32966
FA LOCATION.
10032101
SHEET TITLE
GENERAL NOTES
SHEET NUMBER
ON -1
y# I
•� I
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MOUNT REINFORCEMENT DRAWINGS
PREPARED FOR AT&T
SITE NAME: WEST VERO
SITE NUMBER: FLFPU1005
FA#: 10032101
SITE ADDRESS:
5850 COLLEGE LANE, VERO BEACH..
INDIAN RIVER COUNTY, FL 32966
QUALIFIED ENGINEERING SERVICES ARE AVAILABLE FROM
MASTEC NETWORK SOLUTIONS TO ASSIST CONTRACTORS IN
CLASS IV RIGGING PLAN REVIEWS. FOR REQUESTED
QUALIFIED ENGINEERING SERVICES, PLEASE CONTACT
RAPHAEL MOHAMED AT (919) 2445207.
PROJECT CONTACTS:
1. PROJECT MANAGER
ARNALDO CARRASQUILLO
787-477-3414
ARNALDO.CARRASQ UILLO@MASTEC.COM
2. DESIGN ENGINEER - MAIN RFI CONTACT
VLADIMIR BLANCHARD
VLADI MI R. BLANCHARD@MASTEC.COM
3. ENGINEER OF RECORD
RAPHAEL I. MOHAMED, PE, PEng
919-674-5895
1151 SE CARY PKWY
SUITE 101
CARY, NC 27518
RAP HAE L. M O HAM E D@ MAST E C. C O M
4. FOR FABRICATION AND CONSTRUCTION
RELATED INQUIRIES: CONTACT MASTEC
DESIGN ENGINEER AND ENGINEER OF RECORD.
TOWER INFORMATION
TOWER HEIGHT / TYPE 155 FT WATER TANK TOWER
MOUNT HEIGHT/TYPE: 106 FT RAD CENTER
TOWER LOCATION: LAT: 27.6354°
LONG: -80.4485°
PREVIOUS ANALYSIS FIRM NAME: MASTEC NETWORK SOLUTIONS
PROJECT NUMBER: 43368-MNT1
PASSING ANALYSIS FIRM NAME: MASTEC NETWORK SOLUTIONS
PROJECT NUMBER: 43368-MMD2
CODE COMPLIANCE
ANSI/TIA-222-H
2023 FLORIDA BUILDING CODE, 8TH EDITION
DRAWINGS INCLUDED
SHEOET
DESCRIPTION SNOT DESCRIPTION
T-1
TITLE SHEET
N-1
MODIFICATION INSPECTION CHECKLIST
N-2
GENERAL NOTES
S-1
MODIFICATION SCHEDULE
S-2
MOUNT PIPE INSTALLATION DETAILS
S-3
I STANDOFF MOUNT INSTALLATION DETAILS
A-1
MANUFACTURER SPECIFICATIONS I
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MNS ENG. NUMBER. 43368-MMD1
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SITE ADDRESS'.
5850 COLLEGE LANE. VERO BEACH
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NO. DATE DESCRIPTION BY
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SITE NAME VEST
1005
SITE N MBER FLFP
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FA NUMBER' 10032101
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MNS ENG. NUMBER. 43368-MMD1
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SITE ADDRESS'.
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INDIAN RIVER COUNTY, FL 32966
DRAWN BY: VB
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CHECKED BY: NDN
APPROVED BY: RM
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RAPHAEL 1. MOHAMED. PE. PEIp
SCALE'. N.T.S
SENIOR DIRECTOR OF ENGINEERING
TITLE SHEET
FL PE UCENSE NO. 82846: FL COA NO. 32141
I HEREBY CERTIFY THAT THIS ENGINEERING
DOCUMENT WAS PREPARED BY ME OR UNDER MY
REV
DIRECT PERSONAL SUPERVISION AND THAT I AM A
DULY LICENSED PROFESSIONAL ENGINEER UNDER
�—
0
THE LAWS OF THE STATE OF FLORIDA.
MI CHECKLIST
CONSTRUCTION/INSTALLATION
INSPECTIONS AND TESTING
REQUIRED (COMPLETED BY EOR)
REPORT ITEM
PRE -CONSTRUCTION
X
MI CHECKLIST DRAWING
N/A
EOR APPROVAL
N/A
FABRICATION INSPECTION
N/A
FABRICATOR CERTIFIED WELD INSPECTION
N/A
MATERIAL TEST REPORT(MTR)
N/A
FABRICATOR NDE INSPECTION
N/A
NDE REPORT OF BASE PLATE
X
PACKING SLIPS
ADDITIONAL TESTING AND INSPECTIONS.
CONSTRUCTION
X
CONSTRUCTION INSPECTIONS
N/A
CONTINUOUS FOUNDATION INSPECTIONS
N/A
CONCRETE COMP. STRENGTH AND SLUMP TESTS
N/A
GROUT COMP. STRENGTH (ASTM C109)
N/A
POST INSTALLED ANCHOR ROD VERIFICATION
N/A
N/A
BASE PLATE GROUT VERIFICATION
co LID INSPECTION AND
REPORTS
N/A
_WE
EARTHWORK. LIFT AND DENSITY
X
ON SITE COLD GALVANIZING VERIFICATION
N/A
GUY WIRE TENSION REPORT
X
GC AS -BUILT DOCUMENTS
,DDITIONAL TESTING AND INSPECTIONS
POST -CONSTRUCTION
X
MI INSPECTOR REDLINE OR RECORD DRAWINGS)
N/A
POST INSTALLED ANCHOR ROD PULL-OUT TESTING
X
PHOTOGRAPHS
,JDITIONAL TESTING AND INSPECTIONS.
NOTE. X DENOTES A DOCUMENT NEEDED FOR THE PMI REPORT
NIA DENOTES A DOCUMENT THAT IS NOT REQUIRED FOR THE PMI REPORT
GENERAL:
1. THE MODIFICATION INSPECTION (MI) IS A VISUAL INSPECTION OF THE TOWER
MODIFICATIONS AND A REVIEW OF CONSTRUCTION INSPECTIONS AND OTHER
REPORTS TO ENSURE THE INSTALLATION WAS CONSTRUCTED IN
ACCORDANCE HATH THE CONTRACT DOCUMENTS, NAMELY THE MODIFICATION
DRANANGS, AS DESIGNED BY THE ENGINEER OF RECORD (EOR)
2. THE MI IS TO CONFIRM INSTALLATION CONFIGURATION AND WORKMANSHIP
ONLY AND IS NOT A REVIEW OF THE MODIFICATION DESIGN ITSELF. NOR DOES
THE MI INSPECTOR TAKE OWNERSHIP OF THE MODIFICATION DESIGN.
OWNERSHIP OF THE STRUCTURAL MODIFICATION DESIGN EFFECTIVENESS
AND INTEGRITY RESIDES HATH THE EOR AT ALL TIMES.
3. TO ENSURE THAT THE REQUIREMENTS OF THE MI ARE MET IT IS VITAL THAT THE
GENERAL CONTRACTOR (GC) AND THE MI INSPECTOR BEGIN COMMUNICATING
AND COORDINATING AS SOON AS A PO IS RECEIVED, IT IS EXPECTED THAT
EACH PARTY WILL BE PROACTIVE IN REACHING OUT TO THE OTHER PARTY. IF
CONTACT INFORMATION IS NOT KNOWN. CONTACT YOUR POINT OF CONTACT
(POC).
MI INSPECTOR:
1. THE MI INSPECTOR IS REQUIRED TO CONTACT THE GC AS SOON AS RECEIVING A
PO FOR THE MI TO, AT A MINIMUM
REVIEW THE REQUIREMENTS OF THE MI CHECKLIST WORK WITH THE GC
TO DEVELOP A SCHEDULE TO CONDUCT ONSITE INSPECTIONS.
INCLUDING FOUNDATION INSPECTIONS.
2. THE MI 15 RESPONSIBLE FOR COLLECTING ALL GENERAL CONTRACTORS (GC)
INSPECTION AND TEST REPORTS, REWEVANG THE DOCUMENTS FOR
ADHERENCE TO THE CONTRACT DOCUMENTS, CONDUCTING THE IN -FIELD
INSPECTIONS. AND SUBMITTING THE MI REPORT.
GENERAL CONTRACTOR:
1. THE GC IS REQUIRED TO CONTACT THE MI INSPECTOR AS SOON AS RECEIVING A
PO FOR THE MODIFICATION INSTALLATION OR TURNKEY PROJECT TO, AT A
MINIMUM.
• REVIEW THE REQUIREMENTS OF THE MI CHECKLIST.
• WORK WITH THE M1 INSPECTOR TO DEVELOP A SCHEDULE TO CONDUCT
• ONSITE MI INSPECTIONS. INCLUDING FOUNDATION INSPECTIONS.
• BETTER UNDERSTAND ALL INSPECTION AND TESTING REQUIREMENTS.
Z THE GC SHALL PERFORM AND RECORD THE TEST AND INSPECTION RESULTS IN
ACCORDANCE VATH THE REQUIREMENTS OF THE MI CHECKLIST.
MI VERIFICATION INSPECTIONS:
VERIFICATION INSPECTION MAY BE CONDUCTED BY AN INDEPENDENT FIRM AFTER
A MODIFICATION PROJECT IS COMPLETED. AS MARKED BY THE OF AN ACCEPTED
"PASSING MI' OR 'PASS AS NOTED MI" REPORT FOR THE ORIGINAL PROJECT.
REWIRED PHOTOS:
BETWEEN THE GC AND THE MI INSPECTOR THE FOLLOWING PHOTOGRAPHS. AT A
MINIMUM, ARE TO BE TAKEN AND INCLUDED IN THE MI REPORT.
•
PRE -CONSTRUCTION GENERAL SITE CONDITION
• PHOTOGRAPHS DURING THE REINFORCEMENT MODIFICATION
CONSTRUCTIONIERECTIONS AND INSPECTION'.
• RAW MATERIALS
• PHOTOS OF ALL CRITICAL DETAILS
• FOUNDATION MODIFICATIONS
• WELD PREPARATION
• BOLT INSTALLATION AND TORQUE
• FINAL INSTALLED CONDITION
• SURFACE COATING REPAIR
POST CONSTRUCTION PHOTOGRAPHS
• FINAL IN FIELD CONDITIONS
PHOTOS OF ELEVATED MODIFICATION TAKEN FROM THE GROUND SHALL BE
CONSIDERED INADEQUATE.
CORRECTION OF FAILING MI'S:
IF THE MODIFICATION INSTALLATION WOULD FAIL THE MI ("FAILED MP). THE GC
SHALL NARK HATH THE TOWER OWNER TO COORDINATE A REMEDIATION PLAN IN
ONE OF TWO WAYS:
• CORRECT FAILING ISSUES TO COMPLY WITH THE SPECIFICATIONS
CONTAINED IN THE ORIGINAL CONTRACT DOCUMENTS AND COORDINATE
A SUPPLEMENT MI.
• OR, THE GC MAY WORK WITH THE EOR TO RE -ANALYZE THE
MODIFICATIONIENFORCEMENT USING THE AS -BUILT CONDITION.
RECOMMENDATIONS:
THE FOLLOWING RECOMMENDATIONS AND SUGGESTIONS ARE OFFERED TO
ENHANCE THE EFFICIENCY AND EFFECTIVENESS OF DELIVERING A MI REPORT-
• IT IS SUGGESTED THAT THE GC PROVIDE A MINIMUM OF 5 BUSINESS DAYS
NOTICE, PREFERABLY 10. TO THE MI INSPECTOR AS TO VHEN THE SITE
HALL BE READY FOR THE MI TO BE CONDUCTED.
• THE GC AND MI INSPECTOR COORDINATE CLOSELY THROUGHOUT THE
ENTIRE PROJECT.
• WHEN POSSIBLE IT IS PREFERRED TO HAVE THE GC AND MI INSPECTOR
ONSITE SIMULTANEOUSLY FOR ANY GUY WIRE TENSIONING OR
RE -TENSIONING OPERATIONS.
• IT MAY BE BENEFICIAL TO INSTALL ALL TOWER MODIFICATIONS PRIOR TO
CONDUCTING THE FOUNDATION INSPECTIONS TO ALLOW FOUNDATION
AND MI INSPECTION(S) TO COMMENCE NTH ONE SITE VISIT.
• WHEN POSSIBLE. IT IS PREFERRED TO HAVE THE GC AND MI INSPECTOR
ONSITE DURING THE MI TO HAVE ANY DEFICIENCIES CORRECTED DURING
THE INITIAL MI, THEREFORE, THE GC MAY CHOOSE TO COORDINATE THE
MI CAREFULLY TO ENSURE ALL CONSTRUCTION FACULTIES ARE AT THEIR
DISPOSAL WHEN THE MI INSPECTOR IS ON SITE.
CANCELLATION OR DELAYS IN SCHEDULED MI:
IF THE GC AND MI INSPECTOR AGREE TO A DATE ON WHICH THE MI WILL BE
CONDUCTED, AND EITHER PARTY CANCELS OR DELAYS, TOWER OWNER SHALL
NOT BE RESPONSIBLE FOR ANY COSTS, FEES, LOSS OF DEPOSITS AND/OR OTHER
PENALTIES RELATED TO THE CANCELLATION OR DELAY INCURRED BY EITHER
PARTY FOR ANY TIME (E.G. TRAVEL AND LODGING, COSTS OF KEEPING EQUIPMENT
ONSITE, ETC .I. IF TOWER OWNER CONTRACTS DIRECTLY FOR A THIRD PARTY MI.
EXCEPTIONS MAY BE MADE IN THE EVENT THAT THE DELAYICANCELLATION IS
CAUSED BY WEATHER OR OTHER CONDITIONS THAT MAY COMPROMISE THE
SAFETY OF THE PARTIES INVOLVED.
ISSUE
REVISIONS
``11111111 /,,T'
MIO
`No`��
.82046
RAPHAEL I. MOHAMED, PE, PED9
SENIOR DIRECTOR OF ENGINEERING
FL PE LICENSE NO. 82846; FL COA NO. 32141
I HEREBY CERTIFY THAT THIS ENGINEERING
DOCUMENT WAS PREPARED BY ME OR UNDER MY
DIRECT PERSONAL SUPERVISION AND THAT I AM A
DULY LICENSED PROFESSIONAL ENGINEER UNDER
THE LAWS OF THE STATE OF FLORIDA.
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SITE NUMBER: FLFPUIOO5
FA NUMBER. 1 DD32101
MNS ENG. NUMBER. 43368 - MMD1
SITE ADDRESS:
5850 COLLEGE LANE. VERO BEACH
INDIAN RIVER COUNTY, FL 32966
DRAWN BY VB
CHECKED BY: NDN
APPROVED BY: RM
SCALE'. N.T.S
MODIFICATION INSPECTION
CHECKLIST
REV
N-1 0
GENERAL NOTES:
1. ALL WORK PRESENTED IN THESE DRAWINGS MUST BE COMPLETED BY
THE CONTRACTOR UNLESS OTHERWISE SPECIFIED.
2. THE CONTRACTOR MUST HAVE A MINIMUM OF 5 YEARS OF
EXPERIENCE IN TOWER ERECTION AND RETROFIT SIMILAR TO THAT
DESCRIBED HEREIN.
3. ALL CONSTRUCTION IS TO BE COMPLETE IN ACCORDANCE WITH THE
ANSUASSE A10.48 AND ANSVIlA322 STANDARDS, THE CONTRACTOR
MUST HAVE CONSIDERABLE WORKING KNOWLEDGE IN THESE
STANDARDS TO ACCEPT THIS WORK. BY ACCEPTING THIS PROJECT.
THE CONTRACTOR IS ATTESTING THAT HE HAS SUFFICIENT
EXPERIENCE, ABILITY. AND KNOWLEDGE OF THE WORK TO BE
PERFORMED AND IS PROPERLY LICENSED AND REGISTERED TO
COMPLETE THIS WORK.
4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL
DIMENSIONS, ELEVATIONS. AND EXISTING CONDITIONS PRIOR TO
BEGINNING ANY MATERIAL ORDERS, FABRICATION OR CONSTRUCTION
WORK ON THIS PROJECT. ANY DISCREPANCIES SHALL BE IMMEDIATELY
BROUGHT TO THE ATTENTION OF THE EOR. THE DISCREPANCIES MUST
BE RESOLVED BEFORE THE CONTRACTOR MAY PROCEED WITH THE
PROJECT.
5. ANY WORK PERFORMED WITHOUT A PREFABRICATION MAPPING I$
DONE AT THE RISK OF THE CONTRACTOR AND/OR FABRICATOR.
6. ALL MANUFACTURERS' INSTRUCTIONS FOR INSTALLATION MUST BE
FOLLOWED EXACTLY AS SPECIFIED. WHEN CONFLICTING WITH THESE
DRAWINGS, THE MANUFACTURER SPECIFICATIONS SHALL GOVERN.
7. ALL MATERIALS AND EQUIPMENT USED IN THE INSTALLATION OF THESE
DRAWINGS SHALL BE IN NEW OR GOOD WORKING QUALITY, FREE
FROM DEFECTS AND FAULTS AND IN CONFORMANCE WITH THE
CONTRACT DOCUMENTS. ALL SUBSTITUTIONS MUST BE GIVEN
WRITTEN APPROVAL FROM THE EOR PRIOR TO INSTALLATION. ALL
MATERIALS SHALL BE WARRANTED FOR ONE YEAR FROM
ACCEPTANCE DATE.
8. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING ALL
INTENDED CONSTRUCTION ACTIVITY INCLUDING MATERIALS. ACCESS
AND WORK SCHEDULE. THE CONTRACTOR IS RESPONSIBLE FOR
OBTAINING ALL PERMITS AND WILL BE RESPONSIBLE FOR ABIDING BY
ALL REQUIREMENTS AND CONDITIONS OF THE PERMITS. WHEN
APPLICABLE, THE CONTRACTOR MUST NOTIFY THE APPLICABLE
JURISDICTION PRIOR TO BEGINNING OF ANY CONSTRUCTION.
S. THE CONTRACTOR IS RESPONSIBLE FOR ALL CONSTRUCTION MEANS
AND METHODS. INCLUDING BUT NOT LIMITED TO, ERECTION PLANS,
RIGGING PLANS, CLIMBING PLANS, AND RESCUE PLANS.
CONSTRUCTION OF THE PROPOSED WORK SHALL MEET ANSUASSE
A10.48. OSHA, AND GENERAL INDUSTRY STANDARDS. ALL RIGGING
PLANS SHALL ADHERE TO ANSUNA-322 INCLUDING THE REQUIRED
INVOLVEMENT OF A QUALIFIED ENGINEER FOR CLASS IV
CONSTRUCTION.
10. IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO DETERMINE
INSTALLATION PROCEDURE AND SEQUENCE TO INSURE THE SAFETY
OF THE STRUCTURE AND ITS COMPONENTS DURING ERECTION
AND/OR FIELD ALTERATIONS. THIS INCLUDES, RUT IS NOT LIMITED TO,
THE ADDITION OF TEMPORARY BRACING. GUYS OR TIE -DOWNS THAT
MAY BE NECESSARY, SUCH MATERIAL SHALL BE REMOVED AFTER THE
COMPLETION OF THE PROJECT.
11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INITIATING,
MAINTAINING. AND SUPERVISING ALL SAFETY PRECAUTIONS AND
PROGRAMS IN CONNECTION WITH THIS PROJECT. THE CONTRACTOR IS
RESPONSIBLE FOR ENSURING THAT THIS PROJECT AND RELATED
WORK COMPLIES WITH ALL APPLICABLE LOCAL, STATE, AND FEDERAL
SAFETY CODES AND REGULATIONS GOVERNING THIS WORK.
12. THE CLIMBING FACILITIES. SAFETY CLIMB AND ALL PARTS THEREOF
SHALL NOT BE IMPEDED. MODIFIED OR ALTERED WITHOUT THE
EXPRESS WRITTEN APPROVAL OF THE EOR.
13, INCORRECTLY FABRICATED, DAMAGED, MIS -FITTING, OR
NON -CONFORMING MATERIALS AND CONDITIONS SHALL SE REPORTED
TO THE EOR PRIOR TO ANY REMEDIAL OR CORRECTING ACTION. ALL
ACTIONS SHALL REQUIRE EOR APPROVAL.
STEEL:
1. THE FABRICATION AND ERECTION OF STRUCTURAL STEEL SHALL
CONFORM TO THE LATEST AISC CODE AND ASTM SPECIFICATIONS.
2. HOLES SHALL NOT BE TORCH CUT THROUGH STRUCTURAL STEEL FOR
FABRICATION. ALL STEEL FABRICATION MUST FOLLOW AISC
SPECIFICATIONS.
3. HOT -DIP GALVANIZE ALL ITEMS AFTER FABRICATION IN COMPLIANCE
WITH ASTM A-123 UNLESS OTHERWISE SPECIFIED. ALL NEW STEEL IS
TO BE PAINTED TO MATCH THE EXISTING STEEL.
4. NEW STEEL MEMBERS MUST HAVE SINGLE DRILLED HOLES. SLOTTED
AND DOUBLY DRILLED HOLES ARE NOT ACCEPTABLE MEANS OF
FABRICATION UNLESS OTHERWISE SPECIFIED.
S. ALL CONNECTIONS NOT DETAILED IN THESE DRAWINGS MUST BE
DETAILED BY THE STEEL FABRICATOR IN ACCORDANCE WITH THE
LATEST AISC SPECIFICATIONS.
6. ALL BOLTED CONNECTIONS MUST BE INSTALLED TO A
SNUG -TIGHTENED CONDITION PER AISC -SPECIFICATION FOR
STRUCTURAL JOINTS USING ASTM 325 OR A490 BOLTS' SECTION 8.1
UNLESS OTHERWISE SPECIFIED.
7. CONTRACTOR MAY BE REQUIRED TO STACK WASHERS FOR BOLTS
WHERE THREADS ARE EXCLUDED FROM SHEAR PLANE TO OBTAIN
SNUG TIGHT INSTALLATION. A NUT LOCKING DEVICE MUST BE
INSTALLED ON ALL PROPOSED AND/OR REPLACED BOLTS. GALVANIZED
ASTM 325 OR M90 BOLTS SHALL NOT BE REUSED.
COLD GALVANIZATION•
1. ALL DAMAGED SURFACES SHALL BE REPAIRED HATH A
COLD -GALVANIZING COATING CONFORMING TO ASTM 780. THIS
COATING SHALL BE APPLIED BY BRUSH. THE GALVANIZING COMPOUND
SHALL CONTAIN A MINIMUM OF 95%s PURE ZINC. THE FINISHED
COATING SHALL BE A MINIMUM THICKNESS OF 4 MILS.
2. CONTRACTOR TO USE ZINGA OR ZRC COLD GALVANIZATION
COMPOUNDS OR APPROVED EQUIVALENTS.
3. CLEAN AREAS TO BE PREPARED AND REMOVE SLAG FROM WELDS FOR
TREATMENT ACCORDING TO MANUFACTURER'S RECOMMENDATIONS.
4. IF THE TOWER IS PAINTED. ALL TREATED AREAS ARE TO BE BRUSH
PAINTED TO MATCH THE TOWER AFTER COLD GALVANIZING
COMPOUND IS ALLOWED TO CURE.
U-NOLTE•
1. ALL U -BOLTS ARE TO BE ASTM A36IA307, SAE 429 OR. 2 UNLESS
OTHERWISE SPECIFIED.
2. U -BOLTS SHALL MEET REQUIREMENTS OF ASME 018.31.5-2011 BENT
BOLTS.
3. U�BOLT ASSEMBLY SHALL COME COMPLETE WITH NUTS (ASTM A563).
WASHERS (ASTM F436). AND LOCK WASHERS.
4. FULL U -BOLT ASSEMBLY TO BE HOT -DIP GALVANIZED PER ASTM
A153/A153M OR A123. AS APPLICABLE.
MODIFICATION MATERIALS
SCOPE SHAPE GRADE YIELD STRENGTH (Fy) ULTIMATE STRENGTH (FU)
ALL PIPE A53 GR. B 35 KSI 60 KSI
ALL THREADED RODS SAE 429 GR. 2 57 KSI 74 KSI
I NO. I DATE I DESCRIPTION I BY I
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Mp
No. 0200
��Q •' STATE OF
S10NA� t�,``
RAPHAEL I. MOHAMED. PE. PEnO
SENIOR DIRECTOR OF ENGINEERING
FL PE LICENSE NO. 82846', FL COA NO. 32141
I HEREBY CERTIFY THAT THIS ENGINEERING
DOCUMENT WAS PREPARED BY ME OR UNDER MV
DIRECT PERSONAL SUPERVISION AND THAT I AM A
DULY LICENSED PROFESSIONAL ENGINEER UNDER
THE LAWS OF THE STATE OF FLORIDA.
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SITE NAME. WEST VERO
SITE NUMBER: FLFPU1005
FA NUMBER: 10032101
MNS ENG. NUMBER. 43368-MMDI
SITE ADDRESS'.
5850 COLLEGE LANE. VERO BEACH
INDIAN RIVER COUNTY, FL 32966
DRAWN BY VB
CHECKED BY: NDN
APPROVEDBY.RM
SCALE'. N.T.S
GENERALNOTES
REV
N-2 o
MODIFICATION SCHEDULE
SCOPE NO. MODIFICATION DESCRIPTION BOTTOM ELEVATION TOP ELEVATION SHEET NO.
1 INSTALLATION OF NEW MOUNT PIPE 106'-0" t S-2
2 INSTALLATION OF NEW STANDOFF MOUNT 106'-0" t S-3
NOTES.
1. APPURTENANCES MAY INTERFERE WITH PROPOSED MODIFICATIONS.
2. ALL MODIFICATIONS TO BE INSTALLED CONTINUOUSLY THROUGH
EXISTING EQUIPMENT. ALL EXISTING EQUIPMENT MUST NOT BE
DAMAGED OR TAKEN OFF AIR DURING INSTALLATION OF PROPOSED
MODIFICATIONS.
3. ANTENNA AND COAX NOT SHOWN FOR CLARITY. SEE STRUCTURAL
ANALYSIS REPORT FOR EXISTING ANTENNA LOADING AND COAX
CONFIGURATION.
4. PRIOR TO FABRICATION AND INSTALLATION. CONTRACTOR SHALL
FIELD VERIFY ALL LENGTHS AND QUANTITIES GIVEN. INFORMATION
PROVIDED IS FOR QUOTING PURPOSES ONLY, AND SHALL NOT BE
USED FOR FABRICATION.
5. EXISTING RRU'S AND ANCILLARY EQUIPMENT MAY NEED TO BE
TEMPORARILY RELOCATED AS NECESSARY TO COMPLETE THIS
MODIFICATION. EQUIPMENT IS NOT TO BE TAKEN OFF AIR AT ANY TIME
DURING INSTALLATION. PLEASE CONTACT EOR IF THIS CANNOT BE
MET.
6, CONTACT EOR IF PROPOSED MOUNT REINFORCEMENT DIMENSIONS
CANNOT BE MET.
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111111
RAPHAEL I. MOHAMED. PE, PEno
SCALE. N.T.S
SENIOR DIRECTOR OF ENGINEERING
MODIFICATION SCHEDULE
FL PE LICENSE NO. 82848: FL COA NO. 32141
1 HEREBY CERTIFY THAT THIS ENGINEERING
DOCUMENT WAS PREPARED BY ME OR UNDER MY
REV
DIRECT PERSONAL SUPERVISION AND THAT I AM A
DULY LICENSED PROFESSIONAL ENGINEER UNDER
�1 _
O
THE LAWS OF THE STATE OF FLORIDA.
J
NOTES
1. CONTRACTOR TO FIELD VERIFY THE REQUIRED LENGTH OF THE NEW
STIFF -ARM PIPES AND MAY CUT ENDS AS REQUIRED TO AVOID
UNNECESSARY OVERHANG AND OVERLAP.
2. TWO COATS OF COLD GALVANIZING COATING MUST BE APPLIED TO ALL CUT
ENDS IN ACCORDANCE TO ASTM A780 PRIOR TO INSTALLATION.
3. ONLY (1) STANDOFF MOUNT IS BEING SHOWN FOR CLARITY. INSTALLATION
DETAILS ARE TO BE FOLLOWED FOR EACH ANTENNA MOUNT PIPE PER
SECTOR.
1 MOUNT PIPE INSTALLATION
S 2 ISOMETRIC VIEW
NTS
NEW MOUNT PIPE MATERIAL LIST I
PART NO. QTY. LENGTH DESCRIPTION
MT -546-150 9 12'-6" COMMSCOPE 2-7/8 INCH DIA. PLAIN END PIPE
X-UB1300 36 SITE PRO 1 U -BOLT ASSEMBLY
SITE PRO 1 PM2
STAND-OFF MOUNT.
(SEE SHEET S-3)
MOUNT PIPE INSTALLATION
S-2 SIDE VIEW
NTS
REMOVE EXISTING MOUNT PIPE AND
INSTALL PROPOSED COMMSCOPE MT -546-150
MOUNT PIPE. (TYP.)
(2) SITE PRO 1 X-UB1300
U -BOLT ASSEMBLY. (TYP.)
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CHECKED BY NDN
APPROVED BY. RM
RAPHAEL 1. MOHAMED, PE. PErp
SCALE'. N.T.S
SENIOR DIRECTOR OF ENGINEERING
MOUNT PIPE
INSTALLATION DETAILS
FL PE LICENSE NO, 82816. FL COA NO. 32141
I HEREBY CERTIFY THAT THIS ENGINEERING
DOCUMENT WAS PREPARED BY ME OR UNDER MV
REV
DIRECT PERSONAL SUPERVISION AND THAT I AMA
DULY LICENSED PROFESSIONAL ENGINEER UNDER
C� �
J 2
O
THE LAWS OF THE STATE OF FLORIDA.
NOTES:
1. CONTRACTOR TO FIELD VERIFY THE REQUIRED LENGTH OF THE NEW
STIFF -ARM PIPES AND MAY CUT ENDS AS REQUIRED TO AVOID
UNNECESSARY OVERHANG AND OVERLAP.
2. TWO COATS OF COLD GALVANIZING COATING MUST BE APPLIED TO ALL CUT
ENDS IN ACCORDANCE TO ASTM A780 PRIOR TO INSTALLATION.
3. ONLY (1) STANDOFF MOUNT IS BEING SHOWN FOR CLARITY. INSTALLATION
DETAILS ARE TO BE FOLLOWED FOR EACH ANTENNA MOUNT PIPE PER
SECTOR.
NEW STANDOFF MOUNT MATERIAL LIST
PART NO. QTY. LENGTH DESCRIPTION
PM2 9 SITE PRO 1 2 FT PANEL STANDOFF MOUNT
BC -35-14D 9 COMMSCOPE 5/8 INCH DIA. THREADED ROD PIPE TO PIPE CLAMP
SITE PRO 1 PM2
STAND-OFF MOUNT.
(TYP.)
CONTRACTOR TO CON
COMMSCOPE MT -546-1!
COMMSCOPE BC -35-14D PIF
TOP AND BOTTOM WITH RODS IN
A MAXIMUM UNBRACED LE
IS ALLOWED FOR ALI
STANDOFF MOUNT INSTALLATION r2 STANDOFF MOUNT INSTALLATION
S_s ISOMETRIC VIEW klt3 SIDE VIEW
NTS NTS
fl a sie c
NetworkSchdi r
I'll sE .1Exwv.sure-
NO. DATE DESCRIPTION I BY
or unsT swsis
—BITEoD
REVISIONS
r,T�11,
SITE NAME: WEST VERO
MOS/
SITE NUMBER: FLFPU1005
` Nps •.
FA NUMBER: 01
.•A\
`••.Q
MNS ENG. NUMBER : 43368-MM01
a2m.
SITE ADDRESSNo.
•: *
5850 COLLEGE LANE V RCH
-
*7TSJ; �.
INDIAN RIVER COU
COUNTY, 32966
�' Q ••
STATE OF ' • �
DRAWN BY. VB
/S1n•
CHECKED BY. NDN
y ry�L`\�
I// -^L�\%\\\\
APPROVED BY'. RM
RAPHAEL 1. MOHAMED. PE, PEy
SCALEN.T.S
SENIOR DIRECTOR OF ENGINEERING
STANDOFF MOUNT
INSTALLATION DETAILS
FL PE LICENSE NO. 82846: FL COA NO. 32141
I HEREBY CERTIFY THAT THIS ENGINEERING
DOCUMENT WAS PREPARED BY ME OR UNDER MY
REV
DIRECT PERSONAL SUPERVISION AND THAT 1 AMA
DULY LICENSED PROFESSIONAL ENGINEER UNDER
S-3_
THE LAWS OF THE STATE OF FLORIDA.
D
c
4.375
6 O 2.5
O
A
NOTES:
1. ALL METRIC DIMENSIONS ARE IN BRACKETS.
8 7 6
4 3 2
REVISIONS
REV. ZONE DESCRIPTION
A INITIAL RELEASE
BC -35-14D
d Cp." he W mq Ee by my fv .I year
puyme aNna'use 'n ening M fam5oye inc.
,a a COMMSCOPE
DO IIOT SCALE THIS PRIIIT Hickory, NC 28602 U.S.A.
5 4 13 2 1
D
C
6
A
B
1 7 6
1 5
ITEM
PART NO.
DESCRIPTION
QTY.
WEIGHT
1
DC-P10D
Dual Half Clamp, 2-3/8" to S'
8
4.42 LBS
2
MT -382-14
5/8" X 14" GALV THREADED ROD
8
1.21 LBS
3
GWF05A
5/8" GALV FLAT WASHER A325
32
0.03 LBS
4
GWL-05
5/8" GALV LOCK WASHER
32
0.03 LBS
5
GN05A
5/8" GALV HEX NUT (A 194 2H)
32
0.12 LBS
D
c
4.375
6 O 2.5
O
A
NOTES:
1. ALL METRIC DIMENSIONS ARE IN BRACKETS.
8 7 6
4 3 2
REVISIONS
REV. ZONE DESCRIPTION
A INITIAL RELEASE
BC -35-14D
d Cp." he W mq Ee by my fv .I year
puyme aNna'use 'n ening M fam5oye inc.
,a a COMMSCOPE
DO IIOT SCALE THIS PRIIIT Hickory, NC 28602 U.S.A.
5 4 13 2 1
D
C
6
A
MT -546-150
Plain End Pipe, 2-7/8 in OD x 150 in x.203'' A5000 46Ksi
Product Classification
Product Type Plain end pipe
General Specifications
Pipe, quantity
Dimensions
Height
Width
Length
Pipe Length
Pipe Outer Diameter
Material Thickness
1
73.66 mm 1 2.9 in
73.66 mm 1 2.9 in
3810 mm 1 150 in
3810 mm 1 150 in
73.66 mm 1 2.9 in
5.156 mm 1 0.203 in
Material Specifications
Material Type A500 I Hot dip galvanized steel
Material Grade C
Material Strength 46 KSI
Packaging and Weights
Included Pipe
Packaging quantity 1
Weight, net 32.7 kg 1 72.091 Ib
Regulatory Compliance/Certifications
Agency Classification
ISO 9001:2015 Designed, manufactured and/or distributed under this quality management system
Page 1 of 2
TOLERANCE NOTES
TOLERANCES ON DIMENSIONS, UNLESS OTHERWISE NOTED ARE:
SAWED, SHEARED AND GAS CUT EDGES (. 0.090
DRILLED AND GAS CUT HOLES (10.030-) - NO CONING OF HOLES
LASER CUT EDGES AND HOLES (t 0.010-) - NO CONING OF HOLES
BENDS AND ANGLES ARE t 112 DEGREE
ALL OTHER MACHINING (Y 0.090
ALL OTHER ASSEMBLY (t 0.0807
OF REVISIONS
ITEM I QTY PART NO. PART DESCRIPTION I LENGTH UNIT WT. NET WT.
r t 1 X-PM2 PM2 STANDOFF MOUNT WELDMENT 87.21 67.21
DESCRIPTION
2' PANEL
STAND-OFF MOUNT
CPD NO I DRAWN BY ENG.
CEK 8/9/2019
CUSTOMER
CNECKEDBY I DWG. NO
BMC 8/21/2019
PM2
0'.
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N..Ywk, NY
Sr.E
Erginee�ing
AVen11. GA
PROSuPPaI
Team'.
Lot AnpeMN CA
1 -RSB -753-7446
1.15 m, IN
Salem.OR
rte/
D,II1 TX
A Valmont
Tempe. PL
T No
PM2
CNECKEDBY I DWG. NO
BMC 8/21/2019
PM2
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