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PROJECT INFORMATION
COUNTY'.
ST. LUCIE
SITE NAME:
FORT DRUM
SITE NUMBER:
M113XC161
AUGMENT ID;
M113XCI61MI4.1
ATC:
2680
SITE ADDRESS:
2556D MINUTE MAID RAMP ROAD
FORT PIERCE, FL 34945
LATITUDE:
27' 32' 20.129" N
LONGITUDE:
80* 36' 9.20" W
GROOND ELEVATION:
±25.0' AMSL
TOWER OWNER: AMERICAN TOWER CORPORATION
TOWER OWNER
CONTACT:
PATRICK SWEETMAN
(615)-496-5739
putr'ick.sweetmangamericanto�er.com
APPLICANT:
AMERICAN TOWER ON
BEHALF OF SPRINT.
SPRINT PROJECT
MANAGER:
JOVAN ZISTAKS
JOVAN.ZISTAKIS@SACW.COM
540 W MADISON-ST. 16TH FLOOR
CHICAGO, IL 60561
I PROJECT CONSULTANTS I
PROJECT
AMERICAN TOWER CORPORATION
MANAGEMENT:
116 HUNTINGTON AVE
BOSTON, MA 02116
PHONE: 781-926-4935
PROFESSIONAL
INFINIGY ENGINEERING
ENGINEER:
2255 SEWELL MILL ROAD
SUITE 130
MARIETTA, GA 30062
(678)444-4463
SITE ACQUISITION AMERICAN TOWER CORPORATION
& ZONING: 116 HUNTINGTON AVE
BOSTON, MA 02116
PHONE: 781-926-4938
SITE NAME: FORT DRUM
SPRINT SITE NUMBER: Mil 3XC1 61
AUGMENT ID: M113X k; py
C We OjsgIL 0
ATC SITE NUMBER: 2M
ADDRESS: 25560 MINUTE MAID RAMP ROAD
F ORT PIERCE, FL 34945 jj 151, 1 :N, S EITMI =-hr, K R i
JURISDICTION: ST. LUCIE COUNTY I
F jr",
NT
0NIT
SITE TYPE: GUYED TOWER SIDES
PROJECT: MICROWAVE SWEEPBAC. �NRSI
I SCOPE OF WORK 11 DIRECTIONS I I
1. THE SCOPE Or WORK CONSISTS OF MODIFYING THE EXISTING
WIRELESS INSTALLATION:
A. INSTALL (1) MICROWAVE DISH
B. INSTALL (1) ODU RADIO
C. INSTALL (1) 1/2- COAX CABLE
DEPART FROM ORLANDO AIRPORT. HEAD MIT ON AIRPORT BLVD. CONTINUE ONTO JEFF
FUQUA BLVD. MERGE ONTO FL-528 E VIA THE RAMP TO COOOA/KENNEDY SPACE
CENTER/FUORIDA 417 TOLL/SANFORD UCF/PORT CANAVERAL PARTIAL TOLL ROAD. TAKE
EXIT 42A TO MERGE ONTO 1-95 S TOWARD MIAMI. TAKE EXIT FROM 1-95 AT EXIT #131
TRAVEL WEST ON SR-68 FOR 9.8 MILES. TURN RIGHT (NORTH) ONTO MINLRE MAD
ROAD AND TRAVEL 2.6 MILES TRAVELING OVER THE FLORIDA TURNPIW- JUST PAST
CANKER STATION TURN LEFT (WEST) AND FOLLOW LOCAL ROAD FOR 4.2 MILES. WHEN
APPROX. IN FRONT OF SELF-SUPPORT TOWER TURN LEFT (WEST) 64TERING GREENS
CITRUS MANAGEMENT PROPERTY. ONCE THROUGH THE CATE MAKE AN IMMEDIATE RIGHT
TURN (NORTH) TRAVELING 0.4 TENTHS OF A MILE ALONG THE WEST SIDE OF CANAL
NOW TURN LEFT (WESO ONTO LOCAL ROAD FOLLOWING POWER UNES AND TRAVEL 1.6
MILES. SITE ACCESS ROAD WILL BE ON THE RIGHT SIDE OF THE ROAD.
SPECIAL NOTES
1. ALL WORK SHALL BE INSTALLED IN CONFORMANCE WITH CURRENT SPRINT CONSTRUCTION
INSTALLATION GUIDE.
2. EXISTING CONDITIONS WILL BE CHANGED & VERIFIED IN FIELD. IF SIGNIFICANT
DEVIATIONS OR DETERIORATION ARE ENCOUNTERED AT THE TIME OF CONSTRUCTION A
REPAIR PERMIT WILL BE OBTAINED & CONTRACTOR SHALL NOTIFY ENGINEER .E&TELY.
3. CONTRACTOR SHALL VERIFY ALL PLANS & EXISTING DIMENSIONS & CONDITIONS ON THE
JOB SITE & SHALL IMMEDIATELY NOTIFY THE ENGINEER IN WRITING OF ANY
DISCREPANCIES BEFORE PROCEEDING WITH THE WORK OR BE RESPONSIBLE FOR SAME.
DO NOT SCALE DRAWINGS
CONTRACTOR SHALL VERIFY ALL PLANS & EXISTING DIMENSIONS & CONDITIONS ON THE JOB SITE & SHALL
IMMEDIATELY NOTIFY THE ARCHITECT OR ENGINEER IN WRITING OF ANY DISCREPANCIES BEFORE PROCEEDING
WITH THE WORK OR BE RESPONSIBLE FOR SAME.
CALL 811
WWW.CALLSIl.COM
CONTRACTOR TO
8- CALL TO VERIFY
UTILITIES AT LEAST
KnowwharsbeloW. TWO WORKING DAYS
Call before you dig. PRIOR TO
N- INDEX OF DRAWIN�S"r1ril"<
HEET;�� DESCRIPTION
- -.- - I- I
IV
T-, I
TRUE SHEET
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GENERAL NOTES
3
S-1
OVIDEVILL SITE PLAIN
3
A-1
SITE PLAN & ENLARGED SUE PLAHIF
3
A-2
DISTING & NM ANTENNA LAYOUTS.
MW GROUNDING, ELEVATION & SCHEDULE
3
A-3
SR G & �EW AE
3
A-4 1
EZIIP�.E EOMILI NOTES
3
CODE COMPLIANCE
1. INTERNATIONAL BUILDING CODE (2009 IBC) W1 IL AMENDMENTS
2. FLORIDA BUILDING CODE 5TH EDITION
3. TIA-ELA-222-C OR LATEST EDITION
4. NFPA 780 - LIGHTNING PROTECTION CODE
5. 2011 NATIONAL ELECTRIC CODE OR LATEST EDITION
6. A14Y OTHER NATIONAL OR LOCAL APPUCAELE CODES,
MOST RECENT EDMONS
APPROVALS
DISCIPLINE: SIGNATURE DATE
LANDLORD:
Sprint)�
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JAM=RICAN
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1 116 HUTITNGTONAVENUE. 11TH FLOOR
BOSTON, M Milo
REVISIONS
u
05/07/15
REVIEW DO'S
JMEI
1
1
05/19/15
iSSUED FOR
CONSTRUCTION
CJW
I
2
08/11/15
ISSUED FOR
CONSTRUCTION
CJW
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3
09/25/15
ISSUED FOR
CONSTRUCTION
CJW
NOT FOR C
LABO-ED AS I
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STATE F
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UNDER THE I-AWS OF THE STATE
MI13XC161M14.1I
FORT DRUM
2SS60 MINUTE MAD IIANIP ROAD
FORT PIERCE, FL34945
SCAT*9b
BY
'3t- WqTCW?YET
.SHEET NUMBER
T-1
THESE OUTLINE SPECIFICATIONS IN CONJUNCTION WITH THE SPRINT STANDARD CONSTRUCTION SPECIFICATIONS, INCLUDING CONTRACT DOCUMENTS
AND THE CONSTRUCTION DRAWINGS DESCRIBE THE WORK TO BE PERFORMED BY THE CONTRACTOR.
SECTION 01 100 - SCOPE OF WORK . ....... . _.
ME WORK�
pERFCRM�L COMMISSIONING AS REQUIRED By APPLICABLE MOPS
S,,,_ COMPLY WITH MPUCABLE NATIONAL CODES AND STANDARDS, LATEST EDITON, AND
INTEGRAPON,
PORTIONS THEREOF. ALSO SEE SPRINT METHOD OF PROCEDURE (MOP) AND SPRINT
PERFCRM ALL INTEGRATION ACTIVITIES AS REQUIRED BY APPLICABLE MOPS
SlMDNROS AT WE TIME OF CONSTRUCTION START.
MISCEU.ANEOUS,
PRECEDENCE
INSTAUL SPUTTERS. CGMSINE�Rs. FILTERS PER RIF DATA SHEET. FURNISHED BY SPRINT.
SHOULD CONFLICTS OCCUR BETWEEN ME STANDARD CONSTRUCTION SPEURCKNONS FOR
ANTENNA INSTAUATIW
W[REUESS SITES INCLUDING ME STANDARD CONSTRUCTION DUALS FOR WIRELESS SITES
ME CONTRAOTOR SmAuL ASSEMBLE AU. ANTENNAS OMSITE IN ACCORDANCE WITH ME
AND ME CONSTRUCTION DRAWINGS, INFORMATION ON ME CONSTRUMON DRAWINGS SHALL
INSTRUCTIONS SUPPLIED By ME mANUFACIPMER. ANTENNA HEIGHT, AZIMUTH. AND HED
TME PRECEDENCE ALONG WITH SPRINT CONSTRUDDON MANAGER APPROVAP-
ORIENTATION INFORMATION SHALL BE A DESIGNATED ON ME CONSTRUCTION DRAWINGS.
SITE FAMILMR)TY'.
A ANTENNA MOUNTING REQUIREMENTS; PROVIDE ANTENNA MOUNTING HARDWARE AS
CONTRACTOR � BE RESPONSIBLE FOR FAWLARIZING HIMSELF WITH ALL CONTRACT
INDICATED ON ME DRAWINGS.
DOCUMENTS, FEW CONDITIONS AND DIMENSIONS PRIOR TO PROCEEDING WITH
E. GROUNDING OF TRANSMISSION LINES: ALL TRANSMISSION UNES SHALL BE
CONSTRUCTION.
GROUNDED AS INDICATED ON DRAWNGS.
ON-SRE SUPERVISION,
WEATHERPROQFING EXIERIOR CONNECTORS AND CABLE GROUND KITS,
ME CONTRACTOR SHAJ_ SUPERVISE AND DIRECT ME WORK AND S�L_ BE RESPONSIBLE
FOR CONSTRUCTION MEANS. MEMIODS. TECHNIQUES. SEQUENCES. AND PROCEDURES IN
k ALL REM & COAX CONNECTORS AND GROUND KITS SHAUL BE WEATHERPROOFED.
ACCORDANCE WITH ME CONTRACT DOCUMENTS.
S. WENTHERPROOFED USING ONE OF ME FOLLOWING METHODS. ALL INEMALLMIONS MUST
IR n
15 D AT JOBSITE,
BE DONE IN ACCORDANCE WITH ME MANUFACTURER'S RECOMMENIMMONS AND
�ff%MMSQ&L
-
MF A rUU. btl Ut HL UUN�IKUUIION
INDUSTRY BEST PRACTICES.
DRAWINGS AT ME JOSSiTZ MOM
MOBUZATION THROUGH CONSTRUCTION COMPLETION.
1. COW SHRINK: ENCOMPASS CONNECTOR IN COW SHRINK TUBING AND PROVIDE A
& DETAILS ME INTENDED TO SHOW DESIGN INTENT. PROVIDE AU. MATERIALS AND LABOR AS REQUIRED
DOUBLE WRAP OF 2' ELECTRICAL TAPE EXTENDING V BEYOND TUBING. PROVIDE 3M
TO PROVIDE A CCMPUETIZ AND FUNCTIONING SYSTEM. MODIFICATIONS MAY BE REQUIRED TO SLIT JOB
COW SHRINK CX5 SERIES OR EQUAL.
DIMENSIONS OR CONDITIONS. AMID SUCH MODIFICATIONS �L BE INCLUDED AS PART OF ME WORK.
2. SELF-AMAUGNMATNIG TAPE�' CLEAN SlJRFACES. APPLY A DOUBLE WRAP OF
B. ECNRRAGROR SHALL NOTIFY SPRINT CONSTRUCTION MANAGER OF ANY VARVMONS PRIOR TO
TAPE 2- BEYOND CONNECTOR. APPLY A SECOND WRAP OF
PROCE�EDING WITH ME WORK.DIMENSIONS SHOWN ME TO FINISH SURFACES UNLESS NOTED
WE IN OPPOSITE DIRECTION. APPLY DOUBLE WRAP OF 2-
OWERWSE. MODIFICATIONS MY BE REQUIRED TO SUR JOB DIMENSIONS OR CONDITIONS. AND SUCH
WIDE ELECTRICAL TAPE EXTENDING 2- BEYOND ME SELF-AMAUGAMPATING TAPE
MODIFICATIONS SHAUL BE INCLUDED AS PART OF ME WOM
3. 3M SLIM LOCK CLOSURE 716: SUBSTRUTIONS WILL NOT BE �OWED.
C. NARK ME FIELD SET OF DRAWINGS IN RED. DOCUMENTING ANY CHANGES MOM ME CONSTRUCTION
DOCUMENTS.
4. JMA-WPS SERIES ENCLOSURE
SECTON 01 200 - COMPANY FURNISHED MATERIAL AND EOUIPMENT
COMPANY FURNISHED MATERIAL AND EQUIPMENT IS IDENTIFIED ON ME RF DATA SHEET IN
ME CONSTRUCTION DRAWINGS.
CONTRACTOR IS RESPONSIBLE FOR SPRINT PROVIDED MATERIAL AND EQUIPMENT TO
ENSURE IT IS PROTECTED AND HANDLED PROPERLY THROUGHOUT ME CONSTRUCTION
DURATION.
CONTRACTOR RESPONSIBLE FOR RECEIPT OF SPRINT FURNISHED EQUIPMENT AT CELL SITE
OR CONTRACTORS !LOCATION. CONTRACTOR TO COMPLETE SHIPPING AND RECOPT
DOCUMENTATION IN ACCORDANCE WITH COMPANY PRACTICE. CONTRACTOR MAY BE
REQUIRED TO PICK UP MATERIAL AT LOCATION PRESCRIBED BY SPRINT.
SECTION 01 300 - CELL SITE CONSTRUCTION CO.
NOTICE TO PRCCEED�
NO WORK SHALL COMMENCE PRIOR TO COMPANYS WRITTEN NOTICE TO PROCEED AND ME
ISSUANCE OF WORK ORDER.
SITE G�NLMESSz
CONTRACTOR SHALL KEEP ME SITE MEE MOM ACCUMUPLATNG WASTE MATERPA DEBRIS.
AND WASH. AT ME COMPLETION OF ME WORK. CC�CTOR SHALL REMOVE MOM ME
SITE ALL REMAINING FLEMISH, MPUOMENITE. TEMPORARY FACILITIES. AND SURPLUS
MATERIALS,
SECTION 01 400 - SUBMITTALS & TE5IS
At TERNAT�P,
AT ME COMPANY'S REQUEST. ANY ALTERNATIVES TO ME MATMA_S OR METHODS
SPECIFIED S� BE SUBMITTED TO SPRINTS CONSTRUCTION MANAGER FOR APPROVAL.
SPRINT WILL REVIEW AND APPROVE ONLY THOSE REQUESTS WE IN WRMNG. NO VERBN_
APPROVALS WILL BE CONSIDERED.
TESTS AND INSPECTIONS:
A ME CONTRACTOR SHALL BE RESPONSIBLE FOR AM. CONSTRUCTION TESTS, INSPECTIONS
AND PROJECT DOCUMENTATION.
B� CONTRACTOR SHAU_ ACCOMPLISH TESTING INCLUDING BUT NOT UMITM TO THE
FOUWWING�
1. COAX SWEEPS AND FIBER TESTS PER M-0200 REV 5 ANTENNA UNE ACCEPTANCE
STANDARDS.
2. APPL. AZIMUTIH AND DOWNTILT PROMDE AN AURCMTED REPORT UPLOADED TO
SITERRA UVNG A COMMERCIAL MADE -FOR WE PURPOSE ELECTRONIC ANTENNA
AjGNMW TOOL (AAT). NSRAJLLEE� ADMUM, CENTERLINE AND DOWNRLT MUST
CONFORM WITH AF CONRGUWCN DATA
3. CONTRACTOR SHAU_ BE RESPONSIBLE FOR ANY AND AU. CORRECTIONS TO ANY
WORK IDENTIFIED AS UNACCEPTABLE IN SITE INSPECTION ACTIVITIES AND/CR AS A
RESULT OF TESTING.
4. ALL TESTING REQUIRED BY APFUCABUE INSTALLATION MOPS.
C. REQUIRED CLOSEOUT DOCUMENTATION INCLUDES. BUT IS NOT UMITM TO ME
FOLLOWING;
I- �JMURH, DOfflNTLT. All- MOM SUNSIGHT INSTRUMENTS OR 3Z ANTENNA ALIGN
ALIGNMENT TOOL (ANT)
2. SWEE]P AND FIBER TESTS
3. SENNMP_E WCODE PHOTOGRAPHS OF TOWER TOP AND N�CMIBLE SERIALIZED
EQUIPMENT
4. ALL AVALABLE JURISDICTIONIAP. INFORIMADON
S. POP SCAN OF REDUNES PRODUCED IN FEW
S. A POF $DAN OF REDLINE MARK-UPS SUPTAEPU� FOR ME IN ELECTRONIC
AS -BUILT DRAWING PRODUCTION
7. UPEN WAIVERS
S. FINAL PAYMENT APPUCKTION
9. REQUIRED FINAL, CONSTRUCTION PHOTOS
10. CONSTRUCTION AND COMMISSIONING CHECKLIST COMPLETE WITH NO DEFICIENT
ITEMS
11. AU- POST NTP TASKS INCLUDING DOCUMENT UPLOADS COMPLETED IN SITERRA
(SPRINTS DOCUMENT REPOSITORY OF RECORD).
12. CLOSEOUT PHOTOGRAPHS PER SPRINT REQUIREMENTS.
5. BUTM AND TAPE. I COMFi_ETE WRAP OF 314- PRE -TAPE. BIRYI_ WRAPPED IN
HALF INCH W LAYERS. ENDED WITH SHINGUM DOWNWARD 3 WRAPS OF 2- TAPE,
3 WRAPS OF 3/4- WE SHINGLED DOWNWARD, FEE OF WRINKLES. BUCKLES AND
FLAGGING.
5. OPEN RAVE ON JOB SITE IS NEI ACCEPTABLE
SECTION 26 00 - BASIC ELECTRICAL REQUIREME14TS
SUMMARY',
THIS SECTION SPECIFIES BASIC EUECTRICA_ REOUIREMENTS FOR SYSTEMS ANO
COMPONENTS.
QUAUTY ASSUR ANCE:
A. All_ EQUIPMENT FURNISHED UNDER DIVISION 26 SHAUL CARRY UL LABEUP AND LISTINGS
WHERE SUCH LABELS AND USTINGS ME AVALMLE IN ME INDUSTRY.
B. MANUFACTPJRERS OF EQUIPMENT SHAUL HAVE, A MINIMUM OF THRM YEARS EXPERIENCE
WITH THEIR EQUIPMENT INSTALLED AND OPERATING IN ME REM IN A USE SIMI� TO
ME NEW USE FOR MIS PROJECT.
C. MATERIALS AND MUTPMEN,- AM, AND EQUIPMENT SPECIFIED IN DIVISION 26
OF ME SAME TYPE SPA_L BE OF ME SAME MANUFACTURER AND SHAl BE NEW. OF
ME BEST QUA� AND DESIGN. AMID MEE MOM DEFECTS
SUPPORTING DEVICES,
A. ALL EQUIPMENT FURNISHED UNDER DIVISION Z6 SHAU_ CMRY UL LMRs AND LISTINGS
WHERE SUCH LABELS AND LISTINGS ME AWNILASUE IN ME INDUSTRY.
B. MANUFACTURERS OF EQUIPMENT SHAU. HAVE A MINIMUM OF THREE YEARS ENFERIENCE
WITH THEIR EQUIPMENT INSMAI_LED AND OPERATING IN ME FIELD IN A USE SIMILAR TO
ME NEW USE FOR THIS PROJECT.
C. MATFRIAI S MO EQUIPMENT,
AL, MATERIALS AND EQUIPMENT SPECIFIED IN DIVISION 26 OF ME SAME TYPE SHAUL
BE OF ME SAME MANUMTJRER AND SHAU. BE NEW. OF ME BEST QUALITY AND
DESIGN. AND MEE MOM DEFECTS
SUPPORTING DEVICES:
A MANUFACTURED STRUCMRA_ SUPPORT MATERINUP; SUBJECT TO COMPLIANCE WITH
REQUIREMENTS. PROVIDE PRODUCTS BY ME FOLLOWING:
1. ALLIED TUBE AND CONDUIT
2. B-UNE SYSTEM
3. SUNISTRIR DIVERSIFIED PRODUCTS
4. THOMAS & BETTS
B. FASTENERS: TYPES. MATERIAUP. AND CONSTRUCTION FEATURES AS FOLLOWS:
1. EXPANSION ANCHORS: CARBON STEn WEDGE OR SLEEVE �E.
2. POWER-DIUVEN THREADED STUDS: HEAT -TREATED STEEL. DESIGNED SPECIFICALLY
MR ME INTENDED SERVICE
3. FASTEN BY MEANS OF WOOD SCREWS ON WOOD.
4. TOGGLE BOLTS ON HOLLOW �ONRY UNITS.
S. CONCRETE INSERTS OR EXPANSION BOLTS ON CONCRETE OR SOLD MASONRY.
6. MACHINE SCREW�P. WELDED THREADED STUDS. OR SPRING -TENSION CILAMPS ON
STEEL.
7. EXPLOSIVE DEVICES FOR ATTACHING HANGERS TO STRUCTURE SMALL NOT BE
PERMITTED.
B. 00 NOT WEW CONDUIT. PIPE STRAPS, OR ITEMS OTHER THAN THRMED STUDS
TO STEEL STRUCTURES.
9. IN PARTITIONS OF LIGHT STEEI. CONSTRUCTION. USE SHEET METAL SCRIDPS.
10. INSTAL. SUPPORTING DEVICES TO FASTEN EUECTRICAI_ COMPONENTS SECURELY
AND PERMANENTLY IN ACCORDANCE WITH NEC.
11. COORDINNIE WITH ME BUILDING STRUCTURAL SYSTEM ANO WOH OTHER TRADESP-
12. UNLESS OTHERWISE INDICATED ON ME DRAWINGS, FASTEN ELECTRICAL ITEMS AND
THEIR SUPPORTING HARDWARE SECUREI�Y TO ME STRUCTURE IN ACCORDANCE WITH
ME FOILLOWING:
1. ENSURE THAT ME LCAD APPLIED BY ANY FASTENER DOES NOT EXCEED
25 PERCENT OF ME PROOF TEST LOAD.
2- USE VIBRATION AND SHOCK -RESISTANT FASTEN� FOR ATTACHMENTS TO
CONCRETE StABS.
SECTION 26 200 - ELECTRICA� MATERIALS AND EQUIEMENI
CONDUIT,
RIGID GAVi%NIZED STEEL PROS) CONDUIT SHAU_ BE USED FOR EXTERIOR LOCATIONS
MOVE GROUND AND IN UNFINISHED INTERIOR LOCATIONS AND FOR ENCASED RUNS IN
CONCRETE' RIGID CONDUIT AND FITTINGS SHAU_ BE STEEL. COATED WITH ZINC
EXTERIOR AND INTERIOR BY ME HOT DIP GALVANIZING PROCESS. CONDUIT SHAUL BE
PRODUCED TO ANSI SPECIFICATIONS MD-1. FEDERA- SPECIFICATON WW-C-581 AND
SHAU_ BE MTED WiTH ME UNDERWRMERS' LAEORATORIES. FITTINGS SHALL BE
THREADED - SET SCREW OR COMFRES�PION FITTINGS WILL NOT BE ACCEPTASUL RGS
CONCURS SHAU_ BE MANUFACTURED BY ALLIED. REPUBLIC OR WHEATLAND.
8. UNDERGROUND CONDUIT OR CONDUIT IN CONCRETE SHAUL BE PCLYANY.CHLORIDE
(PNO) SUPTABI,E FOR DIRECT BURX AS MPLICABM JOINTS SHAUL BE BEILLED. AND
FLUSH SOLVENT WELDED IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS.
CONDUIT SHM_L BE CARLON EUECVRICA_ PRODUCTS OR APPROVED EQUAl-
C. TRANSITIONS BETWEEN PVC AND RIGID (RGS) SHAUL BE MADE WITH PVC COA�M
METAUJO LONG SWEEP RADIUS ELOOM.
D. EMT OR RIGID �VMIZED STEPS. CONDUIT �Y BE USED IN FINISHED SPACES
CONCEALED IN WALLS AND CEILINGS. EMR S� BE MILE STEEL, Ei_ECTRICAUX
WELDED EUECTRO-CAUVANIZED OR HOT -DIPPED GALVANIZED AND PRODUCED TO ANSI
SPECIFICATION CSO.3. FEDERAL SPECIAC�TON W-C-563. AND SHAJ. V7
EMIT SHAU_ BE MANUFACTURED BY AUJED. REPUBLIC DR
EQUAL. FITTINGS SHAUL BE METAUJ S
COUP A S
NOT BE ACCEPTABM
CON
S 9 CON
E. UQUID TIGHT FLEABUE METALLIC CON LIT S MR
EQUIPMENT. FIRINGS SHALL BE MET FITT
49-En-ONS SHAu. NOT
'D,
MAPTANING ME INTEGRITY OF COP' U�ff f-D 5( IONNSMU_ NOT EXCEED
BE ACCEPTABLE� MAP(IMUM LENGTH OF
6-FEET. LFMC S� BE PROTECTED AND SUPPORTED AS REQUIRE BY NEC.
MANUFACTURERS OF FLEXIBLE CONCURS SHAUL BE CAROL, ANACONDA METAL HOSE OR
UN� METAL HOSE. OR APPROVED EQUAl-
F. MINIMUM SIZE CONDUIT SHAUL BE 3/4 INCH (21MM).
HUBS AND BOXE5;
A. AT ENITRANCES TO CABINETS OR OTHER EQUIPMENT NOT HAVING INTEGM THREMM
HUBS PROVIDE METALLIC THREADED HUBS OF ME SIZE AND CONFIGURATION REQUIRED.
HUB SHAUL INCLUDE LCCKNLR AND NEOPRENE O-RING SEN_ PROVIDE IMPACT
RESISTANT 105 DEGREE C PLASTIC BUSHINGS TO PROTECT CABLE INSUI.NRON.
B. CABLE TERMINATION MININGS MR CONDUIT
1. CABUE TERMINATORS MR RGS CONOUTS SHAU_ BE TYPE CRO BY O-7/GEONEY OR
M�
2. WILE TERMINATORS MR U`MC SHAU. BE ETCO - CI.2075; OR MADE MR ME
PURPOSE PRODUCTS BY ROXTEC.
C. EXTERIOR PULL BOXES AND PULL BOXES IN INTERIOR INDUSTRIA. ARENS SHAUL BE
PLATED CAST ALLOY. HEAVY OUTY, WEATHERPROOF, DUST PROOF. WITH GASKET, PLATED
IRON ALLOY COVER AND VANI_ESS STEEL COVER SCREWS. CROUSE-HINDS WAB SERIES
CR EQUAI
D� CONDUIT OUTUET BODIES SHALL BE PILNTED CAST ALLEY Wj� SIMILAR G45KETEO
COVERS. OUTUET BODIES SMALL BE OF ME CONFIGURATION ANO SIZE SUITABLE FOR
WE APPLICADON. PROVIDE CROUSE-HINDS FORM 8 OR MUA_
E MANUFACTURER FOR BOXES AND COVERS S� BE HOFFMAN. S6UARE V.
CROUSE-HINDS. MOPM, APPALET. APPLETON, O-Z GCONU, RACO. OR APPROVED
EQUAL.
SUPPLEMENTAL GROUNDING SYSTEM
A. FURNISH AND INSTAil_ A SUPPUEMENT& GROUNDI NO SYSTEM AS INDICATED ON ME
DRAWINGS. SUPPORT SYSTEM WITH NON-MAGNETIC STNNUESS STEEL CUPS WITH
RUBBER GROMMETSP. GROUNDING CONNECTORS SHAU. BE TINNED COPPER WIRE. SIZES
AS INDICATED ON ME DRAMNGS. PROVIDE STRANDED OR SOLID WE CR INSULATED
CONDUCTORS AS INDICATED.
B. SUPPLEMENT& GROUNDING SYSTEM: ALL CONNECTIONS TO BE MADE WITH M WEIUDS�
EXCEPT AT EQUIPMENT USE LUGS OR OTHER AVXlJMI_E GROUNDING MEANS AS
REQUIRED BY MANUFACTURER; AT GROUND BARS USE TWO HOLE SPADES WITH NO OX.
C. ST01_EN GROUND-EARSP IN ME EVENT OF STOLEN GROUND EARS, CONTACT SPRINT CM
FOR REPLACEMENT INSTRUCTION USING THREADED ROD KITS,
EXISTING STRUCTURE:
A. EXISTING EXPOSED WRING AND AU- OPPOSED OUTLETS RECEPTACLES. SWITCHES.
DEVICES, BOXES. AND OTHER EQUIPMENT THAT ME NOT TO BE UNUZED IN ME
COMPLETED PRWECT SHAU_ BE REMOVED OR DE -ENERGIZED AND WPM 10 ME
WALL. CEILING, OR FLOOR SO THAT THEY ME CONCEALED AND WE WALL CEILING.
OR FLOOR SHAUL BE PATCHED TO MATCH ME ADJACENT CONSTRUCTION.
CONDUIT AND CONLUCIL)R INSTALLATION,
A. CONDUITS SHAU. BE FASTENED SECURELY IN PLATE WITH APPROVED NON-PERFORATIED
STRAPSI AND HANGERS. EXPLOSIVE DEVICES MR ATTACHING HANGERS TO STRUCTURE
WILL NOR BE PERMITTED. CLOSELY FOLLOW ME LINES OF ME STRUCTURE, MAINTAIN
CLOSE PROXIMITY TO ME STRUCTURE AND KEEP CONDUITS IN TIGHT ENVELOPES.
CHANGES IN DIRECTION TO R0,TE AROUND OBSTACLES SHAUL BE MADE WITH CONDUIT
OUTLET BODIES. CONDUIT SHAUL BE N�ALLED IN A NEXT AND WORKIMMUKE MANNIM.
PARALLEL AND PERPENDICULAR TO STRUCTURE WNU_ AND CEILING UNES. AU_ CONDUIT
SHALL BE FISHED TO CLEAR OBSTRUCTIONS. ENDS OF CONDUITS SHAUL BE
TEMPORARILY CAPPED TO PREVENT CONCRETE PUMTM OR On MOM ENTERING.
CONDUITS SHALL BE RIGIDLY CILAMPED TO BOXES BY GAt.VANIZED MALLEABLE IRON
BUSHING ON INSIDE AND GALVANIZED MALLEABLE IRON LOCKNIff ON OUTSIDE AND
INSIDE
B. CONDUCTORS SHALL BE PULLED IN ACCORDANC E WON ACCEPTED GOOD PRACTICE.
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REVISIONS
I
D�D.
IN
0
05/07/15
REVIEW CD'S
ims
1
05/19/15
l'S'S�UECR'lCO3RN
CJW
2
08/11/15
ISSUED FOR
CONSTRUCTION
CJw
3
09/25/15
ISSUED FOR
CONSTRUCTION
cm
NOT FOR C I ASTRUCTION UNLESS
DR HMON
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M113=61M14.1
FORTDRUM
2SS60 MINUTE IAND RAMP ROAD
FORT PIERCE FL 34945
SHEET TITLE
GENERAL NOTES
SHEET" NUMBER
T-2
GENERAL NOTES
F--- - -- ------
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BuvdL
INFINIGY9...".
22M SEIEL- WU- ROAD. SUITE 130
FETU' GA 3002
OMM (67)5) �1�403
F� (678 4�4472
AAm=RicAN
116 HUNTINGTON AVSNUE. lITH FLOOR
BOSTON. MA 02115
REVISIONS
SIN.
�0,1
—
0
05/07/15
REVIEW CD'S
ims
1
05/19/15
ISSUED FOR
CONSTRUUON
cjw
[2
08/11/15
ISSUED FOR
VCON�RU=N
cjw
3
09/25/15
ISSUED FOR
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5 739
TE
SXx
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0 R
DULY REGISTERED PROFESZIONN. ENGINEER
UNDER THE LAWS OF THE STATE W
M113XIC16IM14.1
FORTDRUM
255SO MINUTE MID RAMP ROAD
FORTIPIERCE, FL34945
SHEEr TITLE
OVERALL
SITE PLAN
SHEET NUMBER
S-1
OVERALL SITE PLAN
Sprint!��
INFINIGY9.0m.
FILE 2;M � NIL- ROAD. SUM 130
NAR �4 30162
EXISTING CHAN EXISTING LP EXISTING SPRINT EXISTING SPRINT
UNK FENCE (1YI TANK (By EXISTING f45i9=R
OTHERS) CONCRETE PAD 13ATFERY CABINET PPC/TELCO H—FRAME ... �..AT�..
(BY OTHERS) iia HUNTINGTON AVENUE, 11TH FLOOR
EXISTING BOSTON. MA U116
x GENERATOR
x —x X—x�
+
EXISTING SPRINT
EXISTING SHELTER EXISTIN, PPC/TELCO H—FRAME EXISTING
(BY OTHERS) � ICE BRIDGE ACCESS GATr—
(BY OTHERS) EXISTING SPRINT EXISTING SPRINT
BATTERY CABINET CONCRETE PAD
EXISTING
EXISTING SHELTER
CABLE (BY OTHERS)
TRAY
EXISTING T�
SPRINT 0 NEW SPRINT MICROWAVE DISH, (1)
MMBS c� +
J� TOTAL 0 211'-0" BAD CENTER
REVISIONS
I DEWN�nDN
0
05/07/15
REVIEW CD'S
JMB
1
05/19/15
ISSUED FOR
CONSTRUCTION
uw
2
08/11/15
ISSUED FOR
CONSTRUCTION
ciw
3
09/25/15
ISSUED FOR
CONS�UCTION
cjw
0
ED $SUED FIR CON ON
LASNT FDR,CONSTRUCT'ON U.N.LE.E&
CABINET
- - - - - - - - - % ER j 14
--- Al EXISTING
NEW SPRINT RADIO, (1) TOTAL
+ SPRINT b In, E
X—x—x— —x EXISTING MOUNTED BEHIND MICROWAVE DISH E
x A T ACCESS CATE---'�x CONCRET
+ A-1 PAD % 0
NEW SPRINT MICROWAVE DISH, (1) 16.5, EXISTING
TOTAL 0 21 l'-O" RAD CENTER GUYED TOWER N 9739
x
EXISTING SPRINT I EXISTIN SPRINT
ICE BRIDGE x ICE BRII GE
(1) NEW COAX LINE TO FOLLOW EXISTING SPRINT Z
ENISTING CABLE ROUTE MMBS CABINET TATE
METING I �41
GUYED TOWER x EXISTING 0 Fl I
H-FRAME (TYP.)
NEW SPRINT RADIO, (1) TOTAL x
MISTING SPRINT ANTENNA 6. ON
MOUNTED BEHIND MICROWAVE DISH (2 TOTAL, I PER SECTOR) -1 -HUftl% p
E NOOR my
AT 211'-0" RAD CENTER 0��L DIREUT SUPERVIStON AND �T I AM A
EX15FING SPRINT RRUS (4 DULY REGIS�ED PROFESSIONN- ENGNEER
TOTAL, 2 PER SECTOR) UNDER THE LAM OF THE STATE W
AT 211'-0" PAD CENTER
M113=61IM14.1
FORTDRUM
25HO MINUTE MMD MMP ROAD
FOUPIERCEF1.3494S
SHEET TITLE
SITE PLAN
& ENLARGED
SITE PLAN
SHEET NUMBER
NORTH NORTH A-1
i E: 1--- 0 - 8' 2
Lw��- L ) 1, SITE PLAN L� (OR 22 4
ENLARGED SITE PLAN (OR =q
INAL" MICROWAVE DATA SHEET
NEW MW
DISH
I E
'OT
OT
C CONTRACTOR TO 'KOPR SHELD'
o CTO To
Co C S To j
S To GROUND
ALL =CONNECTION
LL
BARS.
NEW TOWER MOUNTED
RADIO (TYP.) NEW MW DISH MOUNTING PIPE
#2 AWG INSULATED--,
#2 BCW
#2
#6 AWG INSULATED
]L_4
EXISTING ANTENNA GROUND BAR
E
NEW COAX CABLE
BOND TO VERTICAL TOWER STEEL WITH
#2 BCW
ROUND OR ANGLE (BASED ON TOWER
LEG TYPE) MEMBER ADAPTER
T—
#6 AWG INSULATED-\
NEW INTERMEDIATE GROUND
150' MAX. DISTANCE
0
-mp�
BAR (IF REQUIRED)
BETWEEN GROUNDING KITS
BOND TO VERTICAL TOWER STEEL WITH
I
#2 BCW-/>-�ROUND
OR ANGLE (BASED ON TOWER
LEG TYPE) MEMBER ADAPTER
#6 AWG INSULATED-\ ��EXISIING
TOWER GROUND BAR (BOTTOM)
NEW COAX GROUND
KIT (TYP.)
BOND TO
GROUNDING SYSTEM
rOfNNA -MOUNT CERTIFICATION COMPLETED BY INFINICY
ENGINEERING, DATED "AUG 19, 2015".
ANALYSIS CRITERIA,
EXPOSURE CATEGORY - C
RISK CATEGORY - 11
WIND LOADING - 121mph (3-SECOND GUST, Vasd)/
156mph (3-SECOND GUST, Vult)
EXISTING ANTENNA LAYOUT
m
Sprint)?p
INFINIGY8�E-`,.
2255 SEWLL MU- ROM, Ma
MAR �CA3
ORRO�IM
(ST.)
'. I.'A �::_
NG SPRINT EXISTING SPRINT
(TYP-) ANTENNA (TYP.) AmERICArkill
Tow. =-R
116HUNTINGTON AVENUE, llTK FLOOR
z I BOSTON. MA 02116
, zy.�\
TINGf�PRINT ANTENNA MOUNT
_ ' RAD CENTER (TYP.)
ILE CQPs2Tlltl'- R
a
NORTH
3
REVISIONS
I
RV.
SAW
SAW
.�MON
N�j
0
05/07/15
RINIEW CO'S
ims
1
05/19/15
ISSUED FOR
CONSTRUCTION
ww
2
08/11/15
F09/25/15
ISSUED FOR
CONSTRUCTION
CJW
3
ISSUED FOR
GJW
.00NSTRUCTON
NOT FOR CONSTRUCPON UNLESS
LABELED AS ISSUED FOR CONSTRUCTON
#6 AWG INSULATED %%*., A () v " I " a .1 t
EXISTING EQUIPMENT GROUND BAR Nc, ......
E -*...
0
0
73,q
EXISTING BOND TO T
:
RADIO EQUIPMENT EXISTING GROUNDING SYSTEM
0 R I ID
ENSURE RADIO EQUIPMENT IS BONDED PER
MANUFACTURER'S SPECIFICATIONS & SPRINT
REQUIREMENTS.
I MW GROUNDING F.M.� 1 1
NEW EQUIPMENT SCHEDULE
RQATD
NNA MODEL I` 4!0
ANT IN AM
�ZE
ANTENNA
CABLE
CABLE
I CABLE
ICABLE LENGTH
SECTOR
AZIMHW:l0::MODEL
NO.
ylO
ANTE _�
S
QTY
C ERNATDE R
I TYPE
QTY
SIZE
+ 20%
GAMMA
82.9325�
ON
MINI-ERU'CNSKSTN R4
1
ERICSSON
ANT2 0.6 HP 11
24"
1
211 -0.
COAX
1
1/2'
±265'
Pw�; TO SEE "FINAL" MICROWAVE DATA SHEET FOR BUILD.
NEW EQUIPMENT SCHEDULE
NEW SPRINT MICROWAVE DISH, (1)
TOTAL 0 21 l'-D" RAD CENTER -
-NEW SPRINT ANTENNA
MOUNTING PIPE
AWSIONA -MOUNT CERTIFICATION COMPLETED BY INFINIGY
ENGINEERING, DATED "AUG 19, 2015".
ANALYSIS CEMIA: -p
EXPOSURE CATEGORY -
RISK CATEGORY -
WIND LOADING - 121mph (3-SECOND GUST� Vasd)/
0��g3ph (3-SECOND GUST, Vult)
NEW ANTENNA LAYOUT
RADIO, (1)
-ED BEHIND
GUYED TOWER Y;E�E �iPZWbk'P bFUNDEIR AY
DIRECT SUPERVISION MD TlAT I AA A
0 y REGSIERO) PROFESSIONAL ENGINEM
X� ULUNDER'THE LANS OF �E STAT� R
M113XC16IM14.1
FORT DRUM
25560 MINUTEMD RAMP ROAD
FORT PIER�, H.34945
SHEET TITLE
EXISTING & NEW
ANTENNA LAYOUTS,
MW GROUNDING,
ELEVATION &
SCHEDULE
SHEET NUMBER
A-2
A4
.STRUCTURAL NOTES:
I
j�&.0ZF05EXISTING TOWER
ELE '-0" AGL
EXISTING TOWER
LIGHT BEACON-
A�D CENTER OF EXISTING SPRINT
NTEWN—A�-ELE-V--�1-1'::-O--,�GL
EXISTING SPRINT
CABLE ROUTE -
EXISTING
GUYED I
EXISTING CHAIN
LINKED FENCE-
eMNIVS.HM GRADE
LE BY-F (REF.)
EXISTING ELEVATION
STRUCTURAL NOTE:
ANTENNA MOUNT CERTIFICATION COMPLETED By INFINIGY
ENGINEERING, DATED "AUG 19, 2015".
ANALYSIS CRITERIA:
EXPOSURE CATEGORY - c
RISK CATEGORY - 11
WIND LOADING - 121mph (3-SECOND GUST, Vasd)/
156mph (3-SECOND GUST, Vult)
AGL
ANTENNA (TYP.)
Lq.L- oc_EXV�T�ING �NTENNLJCPY OTHERS
EL67 RW�-_O"_�24L
C.L. OF EXISTING DISHLEY OTHERS
ELiJV 2B5�-IY AGL
C.L. OF EXISTING DISH BY OTHERS
L _6�_ R4
ELO. 2567- AGIL
C.L. OF EXISTING DISH B
OTHER
ELEV. 235'-0" Aa
op TOP OFE0qSlNG TOWER
LEV 6-0 AGL
EXISTING
LIGHT BI
AD CENTER OF EXISTING SPRINT
1. TOWER STRUCTURAL CALCUI_ATIONS PREPARED BY
OTHERS CONTRACTOR TO VERIFY WITH PROJECT
MANAGER TO OUNN A COPY
2. CONTRACTOR TO REFER TO TOWER STRU( 'TU
CALCUILATIONS FOR ADDMON4L LOADS. N6 E'2ECTON
OR MODIFICATION OF TOWER SHALL BE ME
WITHOUT APPROVAL OF STRUCTURAL ENGINEER.
NNAS BY OTHERS
_L___ '4
ELEV. 400'-0" AGL
EX15RNG
ANTENNA (TYP.)
ANA
Eyll—flull-oo W21003. 17
C.L. OF EXISTING DISH (BY OTHERS
ELEV. 285'-D" AGL
C.L. OF EXISTING DISHLBY OTHERS
ELEV� 250 �-O" AGL
C.L. OF EXISTING DISH (BY OTHERS
ELEV. 235'-0" AT
Sprint>
INFINIGY8.1,.,
2255 � MIL ROAD. SUITE 1W
MARETTA. CA 30062
INTOO 1610, 14� 13
AAm=-RICAN
TOWRR
116 HUNTINGTON AVENUE, 11TH FLOOR
BOSTON, MA02118
REVISIONS
0
05/07/15
RIMEW CD'S
JMB
1
05/19/15
ISSUED FOR
CONSTRUCTION
CjW
2
08/11/15
ISSUED FOR
CONSTRUCTION
CjW
3
09/25/15
ISSUED FOR
CONSTRUCTION
cm
NOT MR CONSTRUCTION UNLESS
LABELED AS MUED FOR CONSTRUCTION
WD CENTER OF NEW SPRINT MICIROWAVE
%
% . ......
%
DISH ELEV. 21 l'-O" AGL
NEW COAX LINE TO FOLLOW
EXISTING CABLE ROUTE
E /V
AN
NEW SPRINT MICROWAVE DISH, (1) TOTAL, AND
ODU RADIO, (1) TOTAL (SEE SHEEF A-4)
-33 - tt
0. - TE OF
C.L_ OF EXISTIM DIqH By HER"
_qT_
ELEV. 1,35'-0" AGLW
C.L. OF EXISTING DISHIBY OTHERS
ELEV. 135'-0" AGL
AL %%
35% DAM
WERE PREPARED Of ME OR UNDER MY
DIRECT SUPERVISION AND THAT I AM A
DULY REGISTERED PRO SICNA_ ENGINEER
OF EXISTING DISH BY OTHERS
L �4
L RS
0___ L� OF EXISTING DISH BY OTHE
ELEV. 102�-T AGL
ELEV. 102�-T Aff
L
UNDER THE LAWS C7
F THE STATE M'
EXISTING
GUYED TOWERt
M113XIC16IM14.1
—C L OF EXISTING ANTENNAL13Y OTHERSjj,,
OF EXISTING ANTEMNA OTHE
q L__ -CEFY.- 35ld4-
FORTIDRUM
ELEV. TBD�
ELEV. TBD�
25560 MINUTE NUMD RAMP ROM
FORT PIERCE, FL 34945
EXISTING SPRINT
ICE BRIDGE
-EXISTING SPRINT
EQUIPMENT CABINEr
EXISTING CHAIN
UNKED FENCE-
LN BE
E L _" _F(
EVH T- 6 REF)
" NEW ELEVATION
EXISTING SPRINT
ICE BRIDGE
-EXISTING SPRINT
EQUIPMENT CABINET
SHEEr TITLE
EXISTING &
NEW
ELEVATIONS
SHEET NUMBER
A-3
2]
MICROWAVE DISH DETAIL
-NORTH D'
YELLOW I RED
SIDE
TOP
WEIGHT. 33.5 UBS
FRONT
ERICSSON ANT2 0.6 HP 11
Lz
SECTOR
MARKING METHOD
MARKING METHOD
DEGREE RANG
COLORED BANDS
NUMBER OF BANDS
SMALLEST # IN THIS RANGE - RI
V TO 129
RED
NEXT LARGER # =R2
SMALLEST # IN THIS RANGE = Ell
121' TO 247
BLUE
NEXT LARGER # =82
SMALLEST # IN THIS RANGE = Yl
241* TO 360'
YELLOW
NEXT LARGER # =Y2
NOTES,
1. LABEL EACH ANTENNA ABOVE THE DOWN -TILT KNOB AND ON
240'
ITEMS LOCATED: THE DOWN -TILT OUTER CAP WITH COLORED TAPE, LABEL AS
FOLLOWS: RED: RFU_I BLUE: RFU_2 YELLOW: RFU_3
1* TO 120' - RED SECTOR 2. ETHERNET CABLE $HALL BE PLACED INSIDE INNER DUCT AND
121' TO 240' - BLUE SECTOR ATTACHED TO TOWER.
241' TO 360' - YELLOW SECTOR
CONTRACTOR NOTES,
1. CONTRACTOR IS TO REFER TO SPRINT'S MOST CURRENT RADIO FREQUENCY DATA SHEET (RFDS) PRIOR TO CONSTRUCTION.
2. CABLE LENGTHS WERE DETERMINED BASED ON THE DESIGN DRAWING. CONTRACTOR TO VERIFY ACTUAL LENGTH DURING
PRE -CONSTRUCTION WALK.
COLOR CABLE CODING & NOTES
I
SIDE VIEW
COUPLER DETAIL
ERICSSON
MINI -LINK TN V2 HP
WEIGHT: 8.8 LBS
DIMENSIONS: 12.5"H x 10.3"W x 3.8"D
3 1 ODU RADIO DETAIL
SIDE VIEW W/OQU
WEIGHT: 7.9 LES
MW
TOP VIEW
-1 F ' ILE COPI
MICROWAVE MOUNTING
BRACKET (TYP)
4 1 MICROWAVE MOUNT DETAIL
Sprint)>
D�,Tgm
60d.
INFINIGY8D.N..
22M � � 00. SUDS 130
_:YETD� O.AMD62�
AM=RlCffl"
f45W=- R
CORPORATION
118 HUNTINGTON AVENUE, 11TH FLOOR
BOSTON, MA M116
REVISIONS
DESM"ON
0
05/07/15
REMEW CD'S
JMB
f—,
05/19/15
ISSUED FOR
CONSTRU—O'
CA
03/11/15
ISSUED FOR
CONSTRUCTION
cjW
3
09/25/15
ISSUED FOR
CONSTRUCTION
ciw
NOT FOR CONSTRUCTON UNLESS
�ABELED AS ISSI 'ED FOR CONSTRUCTION
9
2
S A
TE F
L
EXISTING ANTENNA
MOU14T ARM (TYP)
NEW SCH 40 2-7/8" OD
x 96' MOUNTING PIPE I
DULY REGISTERED PROFESSION& ENGINEER
UNDER THE LAWS OF THE STATE FL�
M[13XC16IM14.1
FORTDRUM
25560 MINUTE �D RAMP ROAD
FORT PIERCE, FL 34945
SHEET TITLE
EQUIPMENT
DETAILS, SPECS
. & NOTES
SHEET NUMBER
A-4
5