HomeMy WebLinkAbout2016-189 THIRD AMENDMENT TO
ELEVATED WATER TANK SPACE LICENSE AGREEMENT
THIS THIRD AMENDMENT ("Third Amendment") is made and entered into as of the
15th day of_november ,2016,to that certain Elevated Water Tank Space License Agreement,
dated March 23,2004("License Agreement")as amended by the First Amendment to the Elevated
Tank Space Agreement, dated September 10, 2013 ("First Amendment"), and the Second
Amendment to the Elevated Water Tank Space License Agreement dated October 20, 2015
("Second Amendment"), by and between Indian River County, a political subdivision of the State
of Florida, whose address is 1801 27th Street, Vero Beach, Florida 32960 (the "Licensor") and
New Cingular Wireless PCS,LLC,a Delaware limited liability company,having a mailing address
of 575 Morosgo Drive, Atlanta, Georgia 30324 (the "Licensee").
WHEREAS, on March 23, 2004, Licensor and Licensee's predecessor in interest entered
into the License Agreement in which Licensor authorized certain use of the Land and Elevated
Tank, as set forth more fully therein which License Agreement was amended by the First
Amendment and Second Amendment(collectively the "Agreement"); 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 F
attached hereto ("Additional Radio Communication Equipment"); and
WHEREAS, Licensor is willing to allow installation of the Additional Equipment, and
related use of the Land and Elevated Tank, in accordance with the terms of this Third Amendment,
NOW,THEREFORE, in consideration of the mutual undertakings herein,and other good
and valuable consideration, the receipt and sufficiency of which is hereby acknowledged, the
parties hereby agree as follows:
1. Recitals. The above recitals are true and correct, and are incorporated herein.
2. Additional Radio Communication Equipment. Licensee shall have the right to
install and operate Additional Radio Communication Equipment as more fully
described in Exhibit F, subject to the remaining terms of the Agreement and this
Third Amendment. Installation of the Additional Radio Communication Equipment
shall be strictly in accordance with the construction drawings previously submitted by
Licensee and approved by Licensor's outside contractor("CD's") attached herein in
Exhibit F. Said CD's shall also reflect any existing equipment that will remain on the
Land and Elevated 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 Tank under this Agreement.
No later than ninety (90) days after installation of the Additional Radio
Communication Equipment, Licensee shall obtain(at Licensee's expense) an
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inspection conducted by Licensor's outside contractor of all equipment and the
installation of the Additional Radio Communications Equipment to confirm
compliance with the approved CD's. Any material non-compliance with the approved
CD's 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. A copy of the final inspection report
shall be submitted to the Licensor within twenty (20) days of the report date.
3. Labeling of Equipment. In connection with the installation of the Additional Radio
Communication Equipment, Licensee shall label all of its equipment, including coaxial
cables, located or to be located on the Land and Elevated Tank, so that Licensor and its
contractors are able to distinguish Licensee's equipment from equipment owned by other
licensees. This requirement shall apply to all equipment/cables, not just the Additional
Radio Communication Equipment. Verification of labeling shall be included with the copy
of the final inspection report as described in Section 2 of this Third Amendment.
4. License Fee. Commencing upon completion of installation of the Additional Radio
Communication Equipment, Generator, the annual license fee shall be increased to
FIFTY-SEVEN THOUSAND, FIVE HUNDRED NINETY-THREE and 16/100
DOLLARS($57,593.16)to be paid in equal monthly installments of FOUR THOUSAND
SEVEN HUNDRED NINETY-NINE and 43/100 DOLLARS ($4,799.43).
5. Notices. Notices to the Licensee shall be addressed to the following:
Licensee: NEW CINGULAR WIRELESS PCS, LLC
Billing Address: New Cingular Wireless PCS, LLC
Attn: Network Real Estate Administration
Re: Cell Site Name: WEST VERO (FL)
Fixed Asset No: 10032101
575 Morosgo Drive
Atlanta, GA 30324
With a copy to: NEW CINGULAR WIRELESS PCS, LLC
Attn: AT& T Legal Department
Re: Cell Site Name: WEST VERO (FL)
Fixed Asset No: 10032101
208 S. Akard Street
Dallas, TX 75202-4206
6. Remaining Terms. Except as modified herein, all remaining terms and conditions of
the Agreement shall remain in full force and effect. Capitalized terms not defined herein
shall have the meaning set forth in the Agreement.
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IN WITNESS WHEREOF, the parties hereto have executed this Amendment as of the day and
year first above written.
Witnesses: Licensee:
NEW CINGULAR WIRELESS PCS, LLC,
a Delaware limited liability company
By: AT&T Mobility Corporation
B y:, 14 Meek
Its: Manager
Print N e•
By:
Print name: Herxy Galan
Bv: Its: Area Manager
P ' t e Sc t L Date: /— 03 -/b
3
STATE OF f1,01elpA )
COUNTY OF 500 100Lt )
On the 9v,( day of lvioyetitt3 G R- , 2016, before me, a No ary Public, personally
appeared Ng ft G , as *CA- ALI& if C0*1sy*- of AT&T
Mobility Corporation, Manager of New Cingular Wireless PCS, LLC, a Delaware limited
liability co a y, "Licensee," who executed the foregoing instrument on behalf of said entity.
Said persons personally known to me, or O produced to me 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 aforesaid.
[Affix Seal] iac/
of , State of P"613A
aog't^y, Notary Public State of Florida Print name: Amy M. Meek
: �; Amy M Meek T
My Commission FF 110755 Serial number: a SS
Expires 04!08/2018 My commission expires: L{-
- - - - - - - - - - - --
Licensor: •-"••••
ATTEST: Jeffrey R. S th,Clerk of Co INDIAN RIVER COUNTY BQ �M� �'Fq•.,.
and Co roller COUNTY COMMISSIONERS
nfU• .va
By. By:
epu Cler Bob Solari, Chairman %
Approved by BCC: November 15 ••�o'�R� ���•
Approved: Approved as to form and legalfrciency:
Jason E ow County A ministrator Dylan eingold,County Attorney
41
3
EXHIBIT F
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3rd CARRIER OVERLAY -
Telecom
LOCAL MAP PROPERTY SUMMARY DESIGN CRITERIA INDEX OF DRAWINGS
FO110/: 33390500001009000002.1 DESIGN WIND SPEED: 160 MPH(ULTIMATE.3-SECOND GUST) SHT RFV •�t••A•'rt 1w
124 MPH(NOMINAL,3-SECOND GUST) N0. DESCRIPTION NO �i.nncAn a numa•tr.nu»�i.
t 1 IATITUOf: 27 636360 N LXPOSURL: C
LONGITUDE. 8O.44650V W RISK CATEGORY: II Tt TOLE SHEET 0
ZONING JURISDICTION. INDIAN RIVER COUNTY OPEN STRUCTURE C1 NOTES 0
j' CONTACTS CODE COMPLIANCE G2 COMPOUND PLAN 0
C3 FI FVATION AND ANTENNA LAYOUTS 0 //ww���� RR
' ALL WORK AND F WITH
lS SHALL BE PER EDITIONS
AND INSTALLED C1 DETAILS 0 tM�AM�
1 .. IN ACCORDANCE WITH THF CURRFN7 EO D AN OF THE
�����V.r
16tte cMAivw FOLLOWING CODES AS ADOPTED BY THE LOCAL GOVERNING E1 DC ELECTRICAL DETAILS 0
AUTHORITIES NOTHING IN THESE PLANS IS TO BE CONSTRUED
r� AT61T IMROSSEL 10 PER MR WORK NOT CONFORMING TO THESE CODES. E2 GROIMDNG DETAILS AND NOTES 0
1. FLORIDA BUILDING CODE.5th EDITION(2014).
111 2001 NW 64 STREET.SUITE 100 2. NATIONAL FIRE PROTECTION ASSOCIATION(NEPA)70-11,
FORTLAUDERDALE.R33309 339 NATIONAL ELECTRICAL CODE,2011 EDITION.
(561)451-7496 3. TIA-222-G WRH ADDENDUM I AND 2 APPLICABLE - -- -
STANDARDS.
i, 4. LIFE SAFETY CODE NFPA-101-2012. �5� �, A• Ph//�
r• _ -A• _.._ 5. 2014 FLORIDA FIRE PREVENTION CODE. •C"E N•.,
6. AMERICAN INSTITUTE OF STEEL CONSTRUCTION(RISC) , ••\ 8
i I n • 360-10 AND 341-10.
VICINITY MA OWNER 7 UNDERWRITERS LABORATORIES(U.L) No.68712 0
APPROVED ELECTRICAL PRODUCTS. F• ;N
(NOUN RIVER COUNTY 9.
LOCAL JURISDICTIONAL REQUIREMENTS. A
9. CITY COUNIY ORDINANCLS.
1601 17th SHIFT
Vt RO IRACM,PI 37960 Q•'. STATE OF .•�
THERE SHALL BE NO TMPES. CONDUITS OR CABLES RAN .•
THROUGH THE STAIRS On as alfwam, i�.••. < 0 p•,•
i sT••'••...I
RF DESIGN VERIFICATION LEGAL DESCRIPTION '� /o R 1 ,01
DESIGN BASED ON RFOS REV 0.4 INDIAN RIVER FARMS CO SUB,PBS 2-25 S 150 FT OF W NAL 44
r �4 ), 150 FT OF F 19.97,A OF TR 9 LESS R/WS(OR BK 686 PG
DAToA1T a 9alu ei nl�c
L ED 11/05/14. CONTRACTOR SHALL 646)
�• t " LOCA REQUEST CURRENT REDS AND
1' WORKBOOK FROM MASTEC NETWORK
SOLUTIONS CONSTRUCTION MANAGER WF; vi iln
1 PRIOR TO CONSTRUCTION
II PROJECT INFORMATION SCOPE OF WORK
ATM)MEA"H..R,3-
10
M
(U
, 1, THIS IS AN UNMANNFD FACIITTY AND WILL BE USED FOR 1. REMOVAL OF(9)EXISTING AT&T ANTENNAS. MT IMMIt
THE TRANSMISSION OF RADIO SIGNALS FOR THE PURPOSE
OF PROVIDING PUBLIC CELLULAR SERVICE. 2. INSTALLATION OF(9)NEW AT&T ANTENNAS.
DRIVING DIRECTIONS 2. NO POTABLE WA ER SUPPLY IS TO BE PROVIDED AT TMS 3. INSTALLATION OF(5)NLW REMOTE RADIO HEADS(RRH4). __ TITLE SHEET
LOCATION.
FROM AT41T'S CYPRESS CREEK OFFICE.HEAD NORTH ON I-95 FOR 1130 MILES TO EXIT 4. INSTALLATION OF(J)NEW SURGE.SUPPRLSSORS. WRFI
141(201h STREET),HEAD EAST ON 20th STREET FOR 4.3 MRES TO 56th AVENUE.TURN 3. NO WASTEWATER WILL BF GENERATED AT THIS LOCATION.
RIGHT AND HEAD SOUTH FOR 0.3 MILLS TO COLLEGE LANE.TURN RIGHT AND HEAD WEST T1
FOR 0.1 MILES TO SITE ON RIGHT SIDE OF ROAD. 4. NO SOLID WASTE WILL BE GFNERATFD AT THIS LOCATION
I
FOR THE PURPOSES OF THESE CONSTRUCTION DRAWING[,DO FOIIOWING URFINIHONS SHALL APPLY: 1 THE APPROPRIATE UTILITY LOCATING SERVICES SHALL BE CONTACTED PRIOR TO THE START OF CONSTRUCTION IN ORDER TO VERIFY THE EXACT MY "m O[fGRlIOM
LOCATION OF ALL EXISTING UNDERGROUND UTILITIES. 0 EH: FOA ROIYR
OWNER - AT&T MOBILITY ------•-_—
ENGINEER - CALTROP CORPORATION 2. THE INSTALLATION OF NEW UTILITIES SHALL BE COORDINATED WITH LOCAL AUTHORITIES. --'CONTRACTOR - GENERAL CONTRACTOR(CONSTRUCTION) J. ALL EXISTING ACTIVE SEWER, WATER, CAS, ELECTING NOD OTHER RK.SLAC WHERE ENCOUNTERED IN TME WORK, SMALL BE PROTECTED U ALL
2. PRIOR O SUBMITTING HIS BID, THE CONTRACTOR SHALL NSR TNF JOTS SITE IN ORDER T( (1)VERIFY HE EIR THE TIMES.WHERE EME CAU FOR THE PROPER EXECUTION OF THE WORK,SUCH UELITES SWILL BE RELOCATED AS DIRECTED BV'T11E CONSTRUCTION
CONDITONS, LT)CONFIRM WHEMER ALL DIMENSIONS ARE AS SHOWN ON THE PLANS AND(J)CONFIRM WHETHER TME MANAGER.EXTREME CAUTION$HAIL RE USED WHEN E%CAVATNG OR DRIWNG PIERS MOUND OR NEAR DTIIRIES.
WORK MAYBSEACCOMPLISHED AS SHOWN. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE 4 RUBBISH,STUMPS.DEBRIS.STICKS.STONES AND OTHER REFUSE SHALL BE REMOVED FROM THF SITE AND DISPOSED OF LFGAIIY.CONSTRUCTION MANAGER
3. A 20-FOOT HORIZONTAL CLEARANCE DISTANCE SHALL.BE MAINTAINED FROM ALL EXISTING POWER LINES. 5. ALL EXISTING INACTIVE SEWER, WATFR. GIS. FL.ECTRIC*AND OTHER UTILITIES THAT INTERFERE WITH THE EXECUTION OF THF WORK SHALL BFREMOVED AND/OR CAPPED. PLUGGED OR OTHERWISE DISCONTINUED AT POINTS THAT WILL NOT INTERFERE WITH THE EXECUTION OF THE WORK, '---' -- "'-
4. THE CONTRACTOR'S USE OF A CONSTRUCTION STAGING AREA SHALL BE COORDINATED WITH/ THE OWNER WELL IN SUBJECT TO THE APPROVAL OF THE LANDLORD AND/OR LOCAL UTILITIES.
ADVANCE OF THE CONSTRUCTION START DATE.
8. DISTURBANCE TO THE EXISTING SITE DARING CONSTRUCTION SHALL BE MINIMIZED. T
5. LIBOR, MATERIAL,OCO TOOLS. OF ALL WO SFLALL BE PR AND TEMPORARY POWER SERVICESWING NECESSARY FOR AND MAw er. Om
INCIDENTAL TO COMPLETION OF ALL MARK SHALL BE PROVIDED AS INDICATED ON 711E DRAWINGS AND/OR AS SPECIFIED 7- ANY MEAS Of THE CONSTRUCTION SIZE DISTURBED BY THE WORK AND NOT COVERED BY THE TOWER, EOUIPMEM OR DRIVEWAY, SFILLL BE r IREpD Y.A••EV
HEREIN.LABOR AND MATERIALS SHALL BE FURNISHED AS REQUIRED FOR COMPLETE SYSTEMS.INCLUDING ALL ELEMENTS GRADED TO A UNIFORM SLOPE. SUCH GRADING SWILL CAUSE SURFACE WATER TO ROW AWAY FROM ANY EQUIPMENT SHELTER AND TOWER MEAS
OFIV1O151Y OR REASONABLY INCIDENTAL TO A COMPLETE INSTALLATION, WHETHER OR NOT SPECIFICALLY INDICATED ON AND
THE SOIL SHALL BE STABILIZED TO PREVENT EROSION EROSION CONIRO MEASURES.IF REWIRED DURING CONSTRUCTION, SHALL. BE IN iM9 C MacRt 1 AwR q
THE PLANS. CONFORMANCE WITH THE LOCAL OUIDEUNES FOR EROSION AND SEDIMENT CONFIRM. 6 vRaaUQD Spar Ipl UY eY Mt
9YAIFA AND Il!—AM.
6. FOR TASKS REQUIRED TO BE PERFORMED BUT NOT CLEARLY DEFINED OR IDENTIFIED BY THE CONTRACT DOCUMENTS, 8. ME SUB-GRADE SHALL BE COMPACTED AND BROUGHT i0 A UNIFORM GRADE PRIOR TO FINISHED SURFACE APPLICATION. RLPN 111100 M UK M THIS NAWN0
THE CONTRACTOR$HALL NOT STMT WORK ON SUCH TASKS WITHIOUT IAANG RECEIVED WRITTEN A1171/0RI7ATI0N FROM AND/OR M NOIeu1IOI OTWt,IeKO IN
THE CONSTRUCTION MANAGER TO PROCEED 9. BACKFILL STALL CONSIST OF CLEAN SAND Fpl APPROVED FOR USE BY THE EN NEER.NO UNAPPROVED ANTERIAL WILL BE ALLOWED.ClF/JJ SAND rt IS fpIR000N WMyI THE WHRM
FILL SHALL BE FREE OF ALL ROOTS.BOULDERS.OR OTHER DELETERIOUS MATERIAL. RgYIlSI9N a 11K 9W10t.
7. THE DRAWINGS ME DIAGRAMMATIC AND INDICATE THE GENERAL ARRMGLMEM OF SYSTEMS AND EQUIPMENT UNLESS 10 THE CONTRACTOR SHALL RESTORE ALL DISTURBED MEAS TO EQUAL TO OR BETTER CONDITION THAN ORIGINAL.
INDICATED BY DIMENSIONS OR DETAILS. EXACT EOUIPMEM LOCATIONS MAY BE MODIFIED AS REQUIRED BY
ACTUAL FIELD CONDITIONS. IF THE SPECIFIED EQUIPMENT CANNOT BE INSTALLED AS SHOWN ON THESE DRAWINGS. 11 SITE SMNAGE SHALL BE PROVIDED IN ACCORDANCE WITH THE TECHNICAL SPECIFICATIONS FOR SUCH SIGNAGE AS MAY BE CONTAINED IN THESE
CONTRACTOR SHALL PROPOSE AN ALTERNATIVE INSTALLATION FOR APPROVAL BY THE ENGINEER AND THE CONSTRUCTION
MANAGER. DRAWINGS.
B THE CONTRACTOR SHALL OBTAIN, PAY FOR AND DELIVER ALL REQUIRED PERMITS, CERTIFICATES OF INSPECTION,
INCLUDING UTADY CONNECTION FEES. ETC., REQUIRED BY THE AUTHORITIES HAVING JURISDICTION AND SMALL DELIVER SITE WORK NOTES 2 - T®lecom
SUCH DOCUMENTS TO THE OWNER PRIOR TO FINAL ACCEPTANCE OF THE WORK.
1 11S�IeL: IiOanif,°
9 THE CONTRACTOR'S OPERATIONS SHALL BE CONFINED TO MEAS OF NEW CONSTRUCTION. A. ALL STRUCTURAL STEEL WORK SHALL CONFORM TO THE LATEST EDITION OF THE AISC'STEEL CONSTRUCTION MANUAL'. AAANAUT f
10. ALL NECESSARY PROVISIONS SHALL BE MADE TO PROTECT EXISTING IMPROVEMENTS. PAVING. CURBS. GALVANIZED B. ALL STRUCTURAL STEEL WF BEAMS SHALL BE ASTM A992 AND 'HOT DIPPED'GALVANIZED IN ACCORDANCE WITH ASTM A723 AND ASTM AI53 ""'AA'I P Au,HUAtAO�'"'
SURFACES, FTC, AND THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO SAVE RESULTING FROM THE STANDARDS.
CONSTRUCTION WORK.ALL DISTURBED AND DAMAGED AREAS SHALL BE RESTORED TO THEIR ORIGINAL CONDITION OR
BETTER UPON COMPLETION OF ALL WORK TO THE SATISFACTION OF THE CONSTRUCTION MANAGER. C ALL STRUCTURAL PLATES,ANGLES.AND CHANNELS SHALL BE ASTM A38 AND'HOT DIPPED'GALVANIZED IN ACCORDANCE MTN ASTM A123 AND
ASTM A153 STANDARDS.
11. THE FOLLOWING CLEANUP TASKS SHALL BE PERFORMED AS FOLLOWS:(1)ON A ONLY BASIS,KEEP THE GENERAL AREA
CLEAN AND HAZARD FREE.REMOVING ALL WASTE.DEBRIS AND TRASH FROM THE SITE AND DISPOSING OF SAME IN A D. ALL TS MEMBERS SHAII OH ASIM A500 GRADE R (Fy-461NRi), AND 1101 DIPPED' GALVANIIHD IN ACCORDANCE WITH ASIM A123 AND ASTM
LEGAL MANNER. (2 UPON COMPLETION, LEAVE THE PREMISES IN A CLEAN CONDITION AND FREE FROM PAINT SPOTS, A153 STANDARDS.
DUST.OR SMUDGES OF ANY NATURE. L. ALL STRUCTURAL PIPL MEMBLNSH
S AH ASW GRADE ASIM ASGRADE B(Fy-42k.1),AND'HOT OWITH IPPFD'GAIVAN17ED IN ACCORDANCE ASTM A123 ; d\`■l�R
N�12. ALL EQUIPMENT AND MATERIALS SHALL BE INSTALLED IN ACCORDANCE WITH THE RESPECTIVE MANUFACTURER'S AND ASTM A153 STANDARDS.
RECOMMENDATIONS EXCEPT WHERE R IS SPECIFICALLY INDICATED OTHERWISE IN THE CONTRACT DOCUMENTS OR WHERE F. NI NON-STRUCTURAL PIPE MEMBERS SHALL BE ASIM A53 GRADE B•AND 'HOT DIPPED'GALVANIZED IN ACCORDANCE WITH ASTM AT 23 ANTI
LOCH,CODES OR REGULATIONS TAKE PRECEDENCE.
/STN AIS]STANDARDS.
IJ. Ml WORK PERFORMED AND MATERIALS INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE CODES,
REGULATIONS AND ORDINANCES.THE CONTRACTOR SHALL GIVE ALL NOTICES AND COMPLY WITH ALL LAWS,ORDINANCES,
RULES, REGULATIONS AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY HAVING JURISDICTION OVER THE PERFORMANCE 2. DESIGN.FABRICATION,AND CONSTRUCTION OF ALL.CONNECTIONS SHALL CONFORM TO AISC STEEL CONSTRUCTION MANUAL.
OF THE WORK. MECHANICAL AND ELECTRICAL SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH ALL APPLICABLE
MUNICIPAL AND
UTILITY COMPANY SPECIFICATIONS AS WELL AS LOCAL AND STATE CODES.ORDINANCES AND APPLICABLE A
REGULATIONS. 3. IYF1IAM0L .AS((,�' A••• Ph/AA
14. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK AT ALL TIMES.USING THE BEST SKILLS AND ATTENTION.HE A ALL WELDS,WELDERS.AND WELD INSPECTIONS SHALL CONFORM TO THE REQUIREMENTS OF AWS 0 1 1,LATEST REVISION. A� .y�C E AT
SHALL BE SOLELY RESPONSIBLE FOR ALL OF THE CONSTRUCTION MENUS, METHODS, TECHNIQIffS, SEQUENCES AND H. ALL WELDS SHALL BE MADE WITH E70XX LOW HYDROGEN ELECTRODES.
PROCEDURES AND FOR COORDINATING ALL PORTIONS OF THE WORK,INCLUDING CONTACT AND COORDINATION WITH THE N0.68712 •'6
CONSTRUCTION MANAGER AND WITH THE OWNER'S AUTHORIZED REPRESENTATIVE. C. ALL STEEL SHALL.BE SPRAY GALVANIZED AFTER WELDING. •,pl
15. WITHIN TWENTY ONE(21)WORKING DAYS LATER PROJECT CPLETION,THE CONTRACTOR SHALL PROVIDE A COMPLETE IS
OM
SET OF AS-BUILT DRAWINGS.SWEEP TEST,CYLINDER TESTS.LIEN RELEASES,AND OTHER CLOSEOUT DOCUMENTATION AS 4. ALL BOLTS SNAIL BE GALVANIZED Y.'DIAMETER.A325-N,UNLESS NOTED OTHERWISE AND TIGHTENED TO A"SNUG TIGM•'CONDITION AS DEFINED BY .
REDUIRED BY THE OWNER. ALL SYSTEMS SHALL BE COMPLETELY ASSEMBLED. TESTED. ADJUSTED AND DEMONSTRATED AISC.SECURE NUT WITH LOCKING WASHER. A
%0% MTATM OF
TO BE READY FOR OPERATION PRIOR TO THE OWNER'S ACCEPTANCE.
5. ANCHOR BOLTS STALL CONFORM TO ASTM A307,UNLESS NOTED OTHERWISE. ��:,♦ r,.��
S. THE CONTRACTOR/STEEL FABRICATOR SHALL LOCATE ANY REINFORCEMENT IN THE STRUCTURAL MEMBERS IN SUCH A MANNER SO THAT THERE WILL %ASAf;••O R L ,��G,N�
NOT BE CONFLICT WITH THE REINFORCEMENT WHEN INSTALLING ANCHORS. THE ANCHORS SHALL BE INSTALLED PER THE MANUFACTURER'S AAI OVAL Al
INSTRUCTION. oATF a VtrA ep.p.
7. THE CONTRACTOR/STEEL FABRICATOR SHALL CONFORM TO THE MINIMUM EDGE DISTANCE REOUIREMEMS IN ACCORDANCE WITH THE RISC MANUAL OF
STEEL CONSTRUCTION.
8. ALL STRUCTURAL STEEL SHALL BE FABRICATED TO FIT AT BOLTED CONNECTIONS WITHIN he INCH TOLERANCE. STRUCTURAL STEEL SHALL NOT BE WFS'VF RO
FLAME CUT UNDER ANY CIRCUMSTANCES WITHOUT APPROVAL OF THE ENGINEER.
9 THE CONTRACTOR/STEEL FABRICATOR SHALL CAP OR SEAL ALL PIPES AS REQUIRED TO PREVENT RAINWATER INTRUSION.
10. THE CONTRACTOR/STEEL FABRICATOR SHALL SUBMIT SHOP DRAWINGS FOR REVIEW PRIOR TO ANY STEEL FABRICATION.AT THE CONTRACTOR'S OPTION, MTrto xrACI"i.�.aauee
FIELD SPLICES MAY BE USED FOR ERECTOR PURPOSES. IF FIELD SPLICES ME USED,THE SHOP DRAWINGS SHALL INCLUDE ALL DETAILS FOR THE
PROPOSED FIELD SPLICES. Mrn Nur
11. AT THE CONTRACTOR'S OPTION.SHOP WELDS MAY BE USED INSTEAD OF FIELD WELDS. NOTES
12. SUBMIT ORIGINAL SHOP DRAWINGS, INCLUDING COMPLETE DETAILS. SCHEDULES OF FABRICATION AND ASSEMBLY, PROCEDURES. AND DIAGRAMS.
INCLUDE DETAILS OF CUTS. CONNECTIONS, CAMBER, HOLE, AND OTHER PERTINENT DATA. INDICATE WELDS BY STANDARD AWS A2.1 AND A2.4
SYMBOLS,AND SHOW SIZE, LENGTH,AND TYPE OF WELD. PROVIDE SETTING DRAWINGS,TEMPLATES,AND DIRECTIONS FOR INSTALLATION OF ANCHOR WAIT NUIIB[A
BOLTS ANO OTHER ANCHORAGES TO BE INSTALLED AS WORK OF OTHERS'SECTIONS.
GENERAL NOTES Ill STRUCTURAL STEEL NOTES — – 3 C1
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COMPOUND MAN
HIM __ �W/TRANSFORMERS
CONTRACTOR SHALL REMOVE EXISTING UNUSED CON(AS , s«rr.aluxlx
NEEDED TO CREATE SPACE FOR PROPOSED GABLES.
COMPOUND PLAN 1 �'�
EXISTING AT&T.O TOr
�'\—/1 UArt rux vi xull
REMAIN(IVP.OF 2)
Ell
•� wA-r1 •nwEN
--._.To AIOIOnmNDRT_. M MA9N0 iSIXUD , wTIs PReeIKID sway FM VY er nR06'f � EXISTING ATAT RRN TO
l �~R HEM/JN(TVP.OF 2) IT 19 rwlNowN wtllwlT iN[K1111Rx
i POW9Pwl OF TIF OYII[R.
__ _ IIS' EXISTEXISTING1AT&T ANTENNA TO R
_... RRH
EXISTING METROPCS ANTENNA(TYP.) L%REMAIN AT&T REMAIN OF 2)70
` •,� C".OF 0) AND REPLACED • 7�
elomm
MD 0011111 of DOi1M8
NO PIEDPB�AT&T ARIOM►7 EXISTING AT&T RAYCA Fleur- '`, um uFnw�xnw
DISTRIBUTION AND DC SURGE
SUPPRESSOR UNIT TO BE _-•�• .+mx.rt or.w,aA,:.nCu.u,.
REMOVED MIO RErLACEn -_• 5
(m.OF 7)
EXISTING ANTENNA AND RRH LAYOUT
EXISTING AT&T
RRH TO RFMAIN _ RELOCATIED AT&T t&t
THIS DRAWING IS INTENDED TO DEPICT THE GENERAL (NP.OF]) I M/TENNA MOUNT
ON THE AND HEIGHT OF THE PROPOSED ANTENNAS •Y� of
ON THE EXISTING TOWER. RAL ANALYSIS
SPALL NOT 8 (I".O r AT&T SECTOR)PROCEED UNTIL A STRUCTURAL ARK AN SIGN REPORT HAS + `� /
BEEN COMPLETED BY A PROFESSIONAL ENGINEER ` r l NOTF 2��GT�)`\C I)
REGISTERED N THIS STATE, URALCONCLUDINGAD THAT THE (
RESIST
TOWER IS STRUCTURALLY ADEQUATE TO ! ) HIOPWED AT&T THE EXISTING AND PROPOSED LOADS.
('LORI)(B[t � ,�. p��,• A. Ph A'•.
PROPOSED AT&T PAYCAP FOUR �.�4:•Y G•F N g'•!(
-�y' D61168UPON AND DC SURGE CA)\\ SUPPRESSOR LINT
MIT
(MODEL/D08-18-80-16) No.68712 •,N
(SEE MOTE 7
PROPOM AT&T REM * ;A
- A
PRIOR TO CONSTRUCTION. CONTRACTOR SPALL '� (TYp,OF 2) 'V
ADVISE MASTIC CONSTRUCTION MANAGER OF THE (BE1pR�
ESTIMATED SITE DOWN TIME. ;�-�M.- ^ ^'�" (SEE(IDIS S)` A'. :W
i -.. ELEV O'. STATE OF YI
r - 108'! �—•. ._.O A r�OCYGP� ':tC'•.`< O 1• �::
e / /IMPI1EfeoNl uwr [\(S/\ • �q o R N 6 ..
• ! • (EEOOFL/Op-M-eD-IB) ���/ F•�sYA
(SET Tart�) IAA ONA� .�`
nr LCxAnM n/,nnn
PROPOSED AT&T COAX ENTRY PORI ,yPROPOSOD AT&T RAWAP PIER - '��, T RRHEXImO RENG MAIN
F 1 ���me DO vim (TYP.OF 2) WFSTVFRO
(MODELN—
/0
0
6- p UNIT
NOTES.
Rmr
ATAT /•• 1. CONTRACTOR SHALL INSTALL RAYCAP
RRH TO ROF 2) S `• DISTRIBUTION UNIT WITHIN 15 FEET
lea'1 A.AVENUE
]) y FROM ALL RRH'9. vOIB BEACH.R l29Be
7. REFER TO CURRENT Rf OS FOR ANTENNA M[T xwR
l`- mDEp(>Q Nioii» Lv� 100EL5 ELEVATION AND
I 7. ALL NEW MOUNTING PIPE MOUNTS ANTENNA LAYOUTS
REOUNE 8• SPACE BETWEEN TANKS
CGATED SURFACES AND MUST BE SEK RIQT NAMES
IN PLACE.
ELEVATION 11 PROPOSED ANTENNA AND RRH LAYOUT NIS 1 3 C3
INeaP,ION
PROPOSED ANTENNA n .none; f O
TIT WACIRT -.-
PRONGED R/ANTENNA
PROPOSED PIPE
MOUNTING BRACKETS .
PROVIDED R/AMOIN ..._..._------.--...._..
u oTa.ox
FNISUNC WATER ARr BT 12cacm er'
,OWtR RIBS M.•MEr
_ nns IMAMNe rs COPH.O11[D Alq 15
......- PROPOSED x'CM nl[sqE PRIMRtt a TN[nNNER.IT
---AMTENMD AT&T PLATE FULT MELDED is PROIMKED.GIST fOl UIE er RE
AIRONA
PROPOSEDAT&TG-4 - SUF'P'RFSSOR (,TP AT ENDS)
GCB-N1110[ owa AW.In Amwm.
(ERRE -RD-1!) rrRaoucnlwl w usx ar nNs oRAwc
(TTP.OF 3) •rmi aMRoae wnw T I�ilcTwn�nvIN
PROPOSED 27Y O.D. POe1lalpl Ir TN[INNER.
ANTENNA 1MOUKTI10
PIPE(8'-0'LOW) PROPOSED FSEDI AND
DC CABLE ROUTED TO PROPOSED FIOI AND OC CAKE ROUTED
FROM EOUPIOR SHELTER.
ROBE21�10�1 (' (NABEES PNrt ww- D NOP wEuiD e� I D
PARI PORQ CAS PARE (TTP
76'RWENBEIICE71 18-PNR
(,>ROBEENBEE1oOl SmoLE FIBER CAKE PMT/FO-MM-034-IODODO Tdomm
PM FIBER CAKE PMT/ (SECTOR A)
FD-1ASS-035-5000 FIBER CAGE PMT/FB-LOW--034-75000
(IIP.PER RRA) (SECTOR B) wlww..I r
ERROR CABLE PAR/FB-LOSO-034-I OOWO • .
(SECTOR C) cAn a w,Rau+..•ne
PROPOSED ANTENNA
BRACNQT PROVIDED
R/ANTONA PROPOSED UNISTR/T -
PIPE CLAMP PMT/P1431 / e'
OR A-PROVED EQUAL
PIIOPO�ATlT PROPOSED 2T6'O.D. v
ANI�NNA MOUNTING DETAIL N RRH CTYP.) NRONA 000NUIO JAS
PROPOSED URSTR/f .. /� .. PPE(0•-0'L01N0) at&t
P,OOI(TTP.) /
4''0-
PROPOSED
' 0-PROPOS D RPE mow
MACK"
-
MACIRT(PROVIDED B/
MANUFACTURER)
PROPOSED 216'O.D.ANTENNA E N sF'`�
FIBER OR OC MOURI6 PPE(8'-0'LONG) PROPOSED
BLOW
No.88312
A: :W
O'• STATE OF :rNNQRDMMET ,
-- PROPOSED)L'R ���5•'•C O R I
(OR
, � �
OF 2) �A'rsi,��NA4 '
EOUR'NEINn N �.`•
��� nA.uRN eno/,e
CONMECT-R CABLE WI.STVERO
SUPPORT BLOCK
(OR fn'P•)
rv...f.N AKMIF
lo I,ucu,rt xx4ee
9R[i RAY[
NOTES DETAILS
1. UNIT SPALL BE MOUNTED AS PER MANUFACTURER'S RECOMMENDATIONS.
T CONTRACTOR SHALL TIGHTEN ALL DOLTS TO A"SNUG TIGHT'CONDITION yal ylyepl
AS DEFINED BY NSC,
C4
TIBER/DC CABLE MOUNTING DETAIL N; 2 RRH UNIT MOUNTING DETAIL NIS 3 MOUNT DETAIL NTS q
I'osrlON ' POEM 3 P011"4 '-1 DIT ."ORPTIW}
PROPOSED ANTENNA _..
)f'COAX ARM-..
x9.0}
Y g1A1M eY: OKCItIO eY:
v fAEflp 4.ABLY
THe OIIAWND Ie crorllK>.Tm Aro O
/�
PROPOSED MIN _ (IYP.OF(2)PER SECTOR) M——ITY ar nE 00,01,IT
700 IS P—CED 11—Y FOR LITE WY ME
(TYP.OF(2)PER SECTOR) OFIRR AND 1.MT1111[f.
RLPlxaoucTlw a uE a THs IRIrNa
AND/MI M NIdNA110M Cd TARED N
' IT If FFIWDDDI rTKwT M r9TWll
PNRWWBVx if IRE OrIFR.
�--(SEE NOTE)
PROPORRD►!UI AND DC CABLE ROUTED
TO PIIOPORm RBI UNITS
(1) SNOLE PMR POWER Telecom
CARO WR-VOIB22ST-BROA IM
(1) SINGLE PM"SER / S B 3 • } mK
DID
BKP107WOII CAKE PART/R-LBSB-035-0000 rlNui.n vnn
(IYP.PER SECTOR)
UNIT W/FIBER „KIA�n Ful
wRaenax,v
DISTRIBUTION
PAWDCS-46-SO-15 - PROPOSED RAYCAP FIBER AND DC
-- DISTRIBUTION UNR W/INTEGRATED SURGE 3d1
PROTECTOR(PART/DCB-411-00-16)
30A
P1taPaaeD
FIBER AID DC CARE RoUTED FROM -/'`
EO1l1OR SHELTER.(2)W ROSORb10D1 THREE PMR POWER CABLES ES 3
PMR M.1O.YT-BB AILD(1)W1` ----- ----- — N dt&�
FIBER CABLE Pte/FB-L90-074-100000 30A
B -----
F BER CABLE PMR,FB-IRM-OM-75000 330A
nOM G1BE PART/FB-LDBB-034-1 D0000 .r` ----- - PCS ABN
(SECTOR C) 30A
SHELTER
20A LTE No.68312 '.N
SHELTER
- - OCITAL
PROPOSED(I)TWISTED- !PROTECTOR PAIR ALARM WIRE •A: :WSTATE OFGE
(1)RACK MOUNTED RAYCAP DC SURGE ���ll'�•.�K O q 1 O' •`�,
PROTFCTOR.PARTO DC6-48-60-RM AAAJ/ONAL
WR-VGB2ST-BRDA ----
n CONE a/10/�e
LTE RBS 6001
(0)30A DC BREAKERS FOR RRH9— - OC MMN BASELA 8 UNIT
AND t 2CA DC BREAKER FOR W BREAKER PANEL ENCODE B Klyry��I Frs4n.
() (RACK MOUNTED), l 1 -IBV OC POWER PUNT NE-S I VLRO
.-_-- -
2. (1)RACK MOUNTED RAYCAP DC SURGE
WR--VG122ST-BRDA--- 1D SINGLE MODE PROTECTOR(DCS-48-60-RM).
DUAL LC TO LL 3, RAYCAP FIBER AND OC DISTRIBUTION UNR eew A1fm<
FIBER TO SIAD (DC6-s6-60-18)
ON RACKvTAo EAa.R 3LN
1. /B AWG CONDUCTORS.
Off: 5. PROVIDE(2)0-CONDUCTOR#8 AWG BUNDLES s4T 4111[
FOR DC POWER FROM RACK MOIRRFD RAYCAP
1. CONTRACTOR SHALL USE ERICSSON PROVIDED DC POWER CABLE CONNECTOR. SURGE PROTECTION UNIT TO THE RAYCAP FIBER DC ELECTRICAL.
AND DISTRIBUTION UNIT ON TOWER
2 CONTRACTOR SHALL REMOVE EXISTING UNUSED COAX AS NEEDED TO CREATE 6 PROPOSED FIRFR AND DC CABLE ROUTED TO DETAILS
SPACE FOR PROPOSED CAGES,
PROPOSED RRH UNITS
SNF}i NU4RfA
RISER DIAGRAM TYP. PER SECTOR NTS 1 DC RISER DIAGRAM NTS 2 F I
I"V DATE I crec N
JrLXISIINC GROUND BAR --- I2 AWG SOUD OARED OR INSULATED --
fINNFD COPPFR CONDUCTOR
(REFER TO AT&T TP-76416)
OJECI ND.� H.D)
DBArn er. alECXm er
WASHEABBEY
PROPOSED AT&T PANEL ANTENNANANTENNA *' R r FBE00 Y.
(7YP,) e e NNIS MAW.Is CDPrIB— AND K
°•Bee $'rk'S$BOLT 111E{DIE PIDPERtt OF THE oAKA.IT
;e• 19 PI10 NDN N,)In TOR UNE BY M
e°. e • owu ND BAR 1A3
PROPOSED ANTENNA MOUNTING PPE •e,ee•i ° r la r ET oMwAFWHmN
ee.
,0A °•
PRWASHEREROPOM AT&T RRH • '
)6'SS LOCK WASHER
®ISS NUT
___..---- Telecom
)L
u>a oBW
rt as
PROPOSED OC SURGE SUPPRESSION UNIT . rlruw,n lm)
(TMP) Ir.n u.uMYaN+Mr)m4
IF9TE:
GROUND BMS ARE NOT TO BE ATTACHED TO
ANY OF TANKS COATED SURFACES.
TYPICAL GROUND BAR CONNECTION DETAIL NTS 2
aw
4/ RECORD DRAWINGS: MAINTAIN A RECORD OF ALL CHANGES.SUBSTITUTIONS BEIWLLN WORK AS
SPECIFIED AND INSTALLED. RECORD CHANCES ON A CLEAN SET OF CONTRACT DOCUMENTS
WITCH SHALL BE TURNED OVER TO THE CONSTRUCTION MANAGER UPON COMPLETION OF THE
PROJECT.
SOLID GAINED OR INSULATED SASS�- A• P ''A..
COPPER CONDUCTOR2. GUARANTEE/WARRANTY:GUARANTEE INSTALLATION TO BE FREE OF DEFECTS.SHORTS,GROUNDS, �p�.•'GE N'•M/
(REFER TO AT&T TP-7{416)(TwJ ETC.,FOR A PERIOD OF ONE YEAR FURNISH WARRANTY SO THE DEFECTIVE MATERIAL AND/OR
WORKMANSHIP WILL BE REPAIRED/RFPLACED IMMEDIATELY UPON NOTIFICATION AT NO COST TO
THE OWNER FOR PERIOD OF WARRANTY. ' No.68312 '•q
3 ALL TIE WRAPS SHALL BE CUT FLUSH WITH APPROVE() CUTTING TOOL TO REMOVE SHARP •; ;&
Ij EDGES. W
-EXISTING CRouHu AUR 4 ELECTRICAL METAL TUBING (EPJC SCHEDULE O
MIT) OR RIGID NONMETALLIC CONDUIT (I.E.. RIGID PVC F 41
_. '. STATE Of Np
(FFP.PER SLCTUR) SCHEDULE 40, OR RIGIO E 60 FOR LOCATIONS SUBJECT TO PHYSICAL.DAMAGE) �T', A •r
SHALL BE USED FOR EXPOSED INDOOR IOCAl10N5. �(. ►.•'
Pte,SS. O R 1
5. LIOUID-TIGHT FLEXIBLE METALLIC CONDUIT (LIQUID-TITE FLEX) $HAL.L BE USED INDOORS AND f 10-
.
OUTDOORS,WHERE VIBRATION OCCURS OR FLEXIBILITY IS NEEDED. '�V SNA�- AAS•
6. WIREYAYSSHALL BE EPDXY-COATED (GRAY) AND INCLUDE A HINGED COVER, DESIGNED TO
SWING OPEN DOWNWARD; SHALL BE PANOUO TYPE E (OR EQUAL):AND RATED NEMA I (OR
BETTER)INDOORS,OR NEMA 3R(OR BETTER)OUTDOORS.
NOTES, 7. EQUIPMENT CABINETS, TERMINAL BOXES, JUNCTION BOXES, AND PULL BOXES SHALL BE
GALVANIZED OR EPDXY-COATED SHELT STEEL, SHALL MEET OR EXCEED UL 50, AND RATED WESTVERO
1 CONTRACTOR SHALL REFER TO AT&T GROUNDING AND BONDING PRACTICE TP-76410,ALL EXOTHERMIC CADWELDS SHALL BE PERFORMED BY CERTIFIED TECHNICIAN NEA 1 (OR BETTER)INDOORS.OR NEMA 3R(OR BETTER)OUTDOORS.
2. PROVIDE WEATHER PROOFING AND GROUNDING KIT TO BOND DC POWER CABLE SHIELD TO EXTERNAL HATCH PLATE GROUND RAR B. METAL RECEPTACLE, SWITCH, AND DEVICE BOXES SHALL BE GALVANIZED, EPDXY-COATED, OR
NON-CORROORD: SHALL MEET OR EXCEED UL 514A AND NEW OS 1; AND RATED NEMA 1 AW"
3 PROVIDE GROUND CONNECTION FOR DC POWER CABLE SHIELD TO'P'SECTION OF CR180 YN C8 WITHIN SHELTER. (OR BETTER)INDOORS,OR WEATHER PROTECTED(WP OR BETTER)OUTDOORS. AOM RAR,FL"
A ,
4. CONTRACTOR SHALL USE THEFT RESISTANT GROUND WIRES AND BMS WHEN FEASIBLE. I. NONMETALLIC RECEPTACLE.SWITCH,AND DEVICE BOXES SHALL MEET OR EXCEED NEW OS 2: MBQT NFA"
AND IMTED NEW 1 (OR BETTER) INDOORS. OR WEATHER PROTECTED (WP OR BETTER)
5. CONTRACTOR SHALL MAINTAIN A 12'MINIMUM GROUND WIRE BEND RADII. OUTDOORS. GROUNDING
6. GROUND LUGS,HFATSHRINK AND CLAMPS DEVICES SHALL COMPLY WITH AT&T GROUNDING AND BONDING PRACTICE TP-76416. 10. CONTRACTOR SHALL REFER To AT&T GROUNDING AND BONDING PRACTICE TP-76416. DF'TAILS AND NOTES
INRT"NOR
GROUNDING DIAGRAM (TYP.) NTS Fl GROUNDING NOILS 3 E2