Attachment 1a -Drawings-DABA-D-RTR.pdf

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FEDERAL AVIATION ADMINISTRATION 2

ATO • TECHNICAL OPERATIONS

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DTFASA-17-R-00507 Attachment 1a

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COVER SHEET DA8A-D-RTR-G001

OABA-D-RTR-G002

DABA-D-RTR··G003

A A

11/01/2016 11/01/2016 11/01/2016

INDEX AND ABBREVIATIONS SHEET

SCOPE OF WORK, SAFETY NOTES AND GENERAL NOTES

DABA-D-RTR-C001

DABA-D-RTR·C002

A A

11/01/2016 11/01/2016

ST AGING PLAN ·· AIRPORT LAYOUT PLAN

SITE PLAN

DABA-D-RTR-S001

DAB D-RTR-E001

DABA-D-RTR-E002

DAS D-RTR-E003

DABA·D·RTR-E004

DAS D-RTR-E005

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11/01/2016

1 01/2016 11/01/2016

11/01/2016

1 01/2016

11/0112016

TOWER FOUNDATION <NOT USEDl

ELECTRICAL SITE PLAN

ELECTRICAL FLOOR PLAN

TOWER CONDUIT

P,, TOWER LIGHTNING PROTECTION

A EARTH GROUND RESISTANCE TESTING METHOD El

PAGE

TOWER MANUFACTURERS INSTALLATION DRAWINGS

CONTRACT SHEET REV TITLE

DTFAEN·16·C·00329 1·50-6 TITLE SHEET 0

,--·-------------------···-------------------......j

2 DTFAEN-16-C-00329 GN·1 GENERAL CONSTRUCTION NOTES 0

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3 DTF AEN-16-C-00329 0 S-50-6 SPECIFICATIONS

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INSTALLATION DETAILS

INSTALLATION OET AILS

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DIFAEN-16-C-00329 D·P2 0 INSTALLATION DETAILS

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ABBREVIATIONS

BPG BULKHEAD PLATE GROUND

CG COUNTERPOISE GROUND LOOP/RUN

GFM GOVERNMENT FURNISHED MATERIALS

ID INSIDE DIAMETER

OD OUTSIDE DIAMETER

POB POINT OF BEGINNING

RF JB RADIO FREQUENCY CABLE JUNCTION BOX

TWRJB TOWER RADIO FREQUENCY CABLE JUNCTION BOX

GOVERNMENT FURNlSliE.D_� MATERIAL

3 EACH 50 FT FREESTANDING TOWERS MANUFACTURED BY NEXGEN

7,500 FT RFC, LDFA-50A CABLE

6 EACH TWRJB STAHLIN 36 X 30 X 10

3 EACH RFJB STAHLIN 36 X 30 X 12

3 EACH OBSTRUCTION LIGHT DIALIGHT MODEL RT0-1R07

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A 11/17/2016 CONSTRUCTION CS.VITALE) TJS 1202422 11/01/2016 '(/

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DATE DESCRIPTION JCN

REDLINE APVD E DATE

DEPARTMENT OF TRANSPORTATION

FEDERAL AVIATION ADMINISTRATION g

ATO • TECHNICAL OPERATIONS EASTERN SERVICE AREA g__________ R _T_R

REPLACE ANTENNA TOWERS �

INDEX AND ABBREVIATIONS SHEET �

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DAYTONA BEACH DAYTONA BEACH INTL AIRPORT

. REVlEWED BY SUBMITTED BY ORIGINAL SIGNED BY: APPROVED BY ORIGINAL SIGNED BY:

Jeffrey T.Homllton Stacey L. Raines

PROJECT ENGINEER MGR: ENGINEERING • CENTER A

DESIGNED

JH

ISSUED BY DATE

0310412016

JCN

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1. CONTRACTOR WILL COMPLETE THE FOLLOWING WORK FOR THE UIS

TOWER REPLACEMENT AT DAB RCAG IN DAYTONA BEACH, FL.

2, INSTALL THREE NEW 50 FOOT FREESTANDING TOWERS RATED FOR q'.;125

MPH MAX WIND SPEED. TOWERS SHALL BE COMPLETE WITH A FALL PROTECTION

SYSTEM, SIX ANTENNA MOUNTS ON SWING ARMS, LIGHTNING PROTECTION,

TOWER COUNTERPOISE AND CONNECTION TO THE BUILDING COUNTERPOISE.

3. INSTALL NEW CABLE FROM THE TOP OF THE TOWER TO THE BUILDING.

4. CABLING SHALL INCLUDE THE FOLLOWING FOR EACH TOWER:

A. lNST�\LL AN RF DUCT FROM THE BUILDING TO THE NEW TOWER FDUNOATION t)

AND EXTEND THE CONDUIT TO THE TOP OF THE TOWER. THERE SHAL.L BE 2 RUNS

OF 4" PVC CONDUIT.

8. INSTALL A NEW FIBERGLASS JUNCTION BOX AT THE TOP AND BOTTOM OF

THE TOWER PER THE DRAWINGS. INSTALL A NEW FIBERGLASS JUNCTION BOX

ON THE BUILDING

C. INSTALL A NEW 4/0 AWG BARE COPPER COUNTERPOISE AROUND THE TOWER

ANO CONNECT IT TO THE EXISTING 4/0 BUILDING COUNTERPOISE. THE NEW 4/0

WILL BE INSTALLED OVER THE DUCT TO ACT AS A GUARD WIRE.

D. INSTALL 13 RUNS OF 1/2 u HELIAX CABLE OR EQUIVALENT FROM THE TOP OF THE

TOWER TO THE BUILDING.

5. SEE DRAWING G002 FOR A LIST OF GOVERNMENT FURNISHED MATERIAL WHICH

INCLUDES THE TOWER, JUNCTION BOXES AND 1/2 HELIAX CABLE,

6. DEMOLISH THE THREE EXISTING 50 FOOT TOWERS. WORK WILL INCLUDE REMOVAL

OF THE RF CABLE, THE TOWER, THE TOWER FOUNDATION, THE TOWER COUNTERPOISE

ANO PART OF THE RF DUCTBANK.

7. THE WORK LISTED BELOW IS NOl PART OF lHE CONTRACT AND IS INCLUDED FOR

INFORMATION ONLY.

8. FAA PERSONNEL WILL PERFORM THE FOLLOWING TASKS ON THE NEW TOWERS PRIOR

TO DEMOLITION OF THE OLD TOWERS:

A. INSTALL CONNECTORS ON ALL CABLE INSTALLED BY THE CONTRACTOR.

8. RELOCATE THE EXISTING ANTENNAS TO THE NEW TOWERS.

C. INSTALL SURE GROUNDS AT THE TOP OF THE TOWER ANO AT THE BASE OF THE TOWER,

D. INSTALL LMR 400 CABLE WITH CONNECTORS FROM THE ANTENNA TJ THE 7/8" CABLE.

9, THE CONTRACTOR MAY ELECT TO INSTALL ALL OF THE NEW TOWERS AND RETURN TO

THE SITE AFTER THE FAA HAS COMPLETED THE WORK OR MAY STAGE THE WORK SO THE

FAA TASKS CAN BE PERFORMED DURING CONSTRUCTION.

1. THE CONTRACTOR SHALL TAKE All. NECESSARY PRECAUTIONS TO ASSURE THAT OPERATIONS AT THE RCAG SITE ARE NOT INTERRUPTED. THE CONTRACTOR SHALL MEET WITH THE RESIDENT

ENGINEER TO DEVELOP A SAFETY PLAN FOR THE CONSTRUCTION PROJECT THAT WILL AVOID

DAMAGING THE EXISTING FACILITY. SPECIAL ATTENTION SHALL BE PAID TO THE FOLLOWING

AREAS: UNDERGROUI\JD CABLES, FOR POWER, TELCO AND ANTENNA TOWERS.

2. THE CONTRACTOR SHALL COORDINATE THE RAISING OF THE TOWERS AND USE OF ON SITE

CRANES WITH THE AIRPORT AUTHORITY AND THE FAA TO AVOID CONFLICTS WITH AIR TRAFFIC

OPERATIONS. AERONAUTICAL STUDIES HAVE BEEN SUBMITTED TO OE/ AAA FOR THE TOWERS

AND THE CRANE AND WILL BE AVAILABLE TO THE CONTRACTOR.

3. LOCATION OF HAUL ROUTES ON AIRPORT PROPERTY SHALL BE AS SPECIFIED ON THE PLANS OR

;.\PPROVED BY THE RESIDENT ENGINEER. CONTRACTOR SHALL MAINTAIN THE ON-SITE HAUL

ROUTES FOR THE DURATION OF CONSTRUCTION. CONTRACTOR SHALL RESTORE THE HAUL

F<OUTE AREA TO ITS INITIAi_ CONDITION UPON COMPLETION OF CO�ISTRUCTION.

4. THE CONTi(ACTOR SHALL BE RESPONSIBLE FOR SAFETY AND EXECUTiON OF ALL WORK. THE CONTRACTOR SHALL BE RESPONSIBLE VvlTH COMPLYING WITH ALL AIRPORT, LOCAL, ST ATE AND FEDEr�AL REGULATIONS, THE CONTRACTOR SHALL ACQUAINT HIMSELF AND HIS EMPLOYEES WITH THE PROVISIONS OF THE CONTRACT AND l\S LISTED BELOW. THE CONTRACTOR SHALL l?El�ER TO THE CONTRACT DOCUMENTS FOR ADDITIONAL RULES AND REGULATIONS CONCERNING t\lRPORT SAFETY Ai'-JD SECURITY. THE COhlTRACTOR SHALL CONFORM TO ALL DIRECTIVES ISSUED E!THER OFALL Y OR li\J WRITING BY THE RESIDE�JT ENGINEER REGARDING SAFETY ISSUES.

GENERAL NOTES

1. THE LOCATION OF EXISTING UTILITIES AND TOPOGRAPHY HAS BEEN PREPARED FROM THE MOST

RELIABLE INFORMATION AVAILABLE TO THE ENGINEER.

2, GROUND WATER ELEVATIONS SHOWN IN THESE CONSTRUCTION DOCUMENTS ARE AS RECORDED

AT THE TIME THE BORINGS WERE TAKEN AND ARE NOT INTENDED TO BE REPRESENTATIVE OF THE

GROUND WATER ELEVATIONS AT THE TIME OF CONSTRUCTION.

3. ALL TEMPORARY ROADS, FENCES, STRUCTURES, ETC. ESTABLISHED WITHIN THIS CONSTRUCTION PACKAGE SHALL BE REMOVED AND THE AREA RESTORED TO ITS ORIGINAL CONDITION PRIOR TO

FINAL ACCEPTANCE OF WORK.

4. CONTRACTOR SHALL OBTAIN ALL APPLICABLE CONSTRUCTION PERMITS IN ASSOCIATION WITH

LOCAL REGULATIONS AND CODE OF ORDINANCES AT HIS EXPENSE PRIOR TO COMMENCEMENT OF

WORK.

5. SITE CONDITIONS:

A. MATERIAL AND PERSONNEL STAGING AREAS SHALL BE AS SHOWN ON THE PLANS. STOCKPILED MATERIALS SHALL BE STORED !N A MANNER SO THEY ARE NOT A HAZARD TO PERSONNEL AND SHALL

BE PREVENTED FROM BEING DISLODGED BY WINDS.

B, DEMOLITION AREAS SHALL BE CLEARLY MARKED AND BARRICADED TO PROTECT PERSONNEL

FROM ACCIDENTALLY ENTERING THE AREA. THE CONTRACTOR SHALL PROVIDE THE NAME AND

TELEPHONE NUMBER OF PERSONS TO BE ON CALL 24 HOURS A DAY FOR EMERGENCY MAINTENANCE

OF BARRICADES AND OTHER SAFETY ISSUES.

C. DEBRIS SHALL NOT BE ALLOWED TO ACCUMULATE ON THE SITE. DEBRIS SHALL BE REMOVED IN ACCORDANCE WITH THE CONTRACT DOCUMENTS AND AS DIRECTED BY THE RESIDENT ENGINEER.

D, OPEN FLAME WELDING OR TORCH CUTTING OPERATIONS ARE PROHIBITED UNLESS THEY ARE IN

ACCORDANCE WITH NFPA CODES AND APPROVED BY THE RESIDENT ENGINEER.

6. EMBANKMENT AND EXCAVATION:

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A. ALL SUITABLE MATERIALS REMOVED FROM THE EXCAVATIONS SHALL BE USED AS FAR AS PRACTICAL, IN THE FORMATION OF THE EMBANKMENTS, SHOULDERS, SUBGRADES, AND OTHER PLACES AS DIRECTED.

NO EXCAVATION MATERIAL SHALL BE WASTED WITHOUT PERMISSION FROM THE RESIDENT ENGINEER, UNSTABLE MATERIAL SHALL BE BROUGHT TO THE ATTENTION OF THE RESIDENT ENGINEER.

G. ALL EXCESS EXCAVATED MATERIAL <ASPHALT MILLINGS, ASPHALT, AND BASE COURSE MATERIALS) SHALL BE DISPOSED OF OFF SITE BY THE CONTRACTOR UNLESS IT CAN BE USED AS SUITABLE FlLL ELSEWHERE

ON THE PROJECT SITE.

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DEPARTMENT OF TRANSPORTATION

FEDERAL AVIATION ADMINISTRATION g

ATO - TECHNICAL OPERATIONS EASTERN SERVICE AREA �

RTR

REP ACE ANTENNA TOWERS

SCOPE OF WORK� SAFETY NOTES,

AND GENERAL NOTES

DAYTONA BEACH DAYTONA BEACH INTL AIRPORT

PROJECT ENGINEER MGR: ENGINEERING • CENTER A

DESIGNED sv ISSUED BY DATE

11/01/2016 IJCN

DRAWN ENGINEERING SERVICES DRAWING NO

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� a � = " � � " n � a o = � o � � � = • " = � � � � e � n • = c a = � " = � o = o o � � � = � " .._, c o """"' c ., ,=,;, � c -= o o = o o """" � � """" o " = <> c """" � " """' ,a � """"' c m -.,, o � =-a • ,. °""" � o ,.._ o o = " e, """"' ,a a =- � ,o _,., o 5 """' o o """" � o = • • � � � � m " = •

50'SELF SUPPORTING

TOWER

4" PVC

/ CONDUITS W/CABLE

l - .. - . . . . . . - .. - .. - .. - .. - .. - .. - .. - .. - . // -.• - .• - •• - .• - •. - .• - •. - •• - •• - •• - •. - •• - •• - .• - ••

I · \\ 270 '

80'

--TOWER

COUNTERPOISE

///� EXISTING 50' 4/0 BARE COPPER

TO CONNECT THE

\ COUNTERPOISES AND

ACT AS A GUARD WIRE---------<:\>

/ TOWER TO BE

REMOVED

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INSTALL NEW

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COUNTERPOISE

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TOWER TO BE

REMOVED

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INSTALL 50'

ANTENNA TOWERS

AND FOUNDATIONS

(TYP 3)

"qEXISTING 50'

TOWER TO BE

REMOVED

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NOT TO SCALE

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MILES

A YTONA BEACH

De LAND

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DA YT ONA BEACH

INTERNATIONAL ---\--cl

AIRPORT

VICINITY MAP

GEOGRAPHIC LOCATION: LAT: 32° 52'59", LONG: 85 ° 07'

NOTES

1, !NSTALL THREE NEW 50 FT SELF-SUPPORTING TOWER BY NEXGEN

SEE SHEET S001 FOR STRUCTURAL DETAILS AND SHEETS

E003 & E004 FOR ELECTRICAL DETAILS.

2, INSTALL 2 EACH 4" PVC CONDUITS FOR RF CABLE FROM THE

TOP OF THE TOWER, TO THE BASE AND THEN UNDERGROUND TO

THE BUILDING, AND 1 EACH 1" PVC CONDUIT FOR POWER TO O.B,

LIGHT ANO GF! RECEPTACLE.

3. INSTALL 13 RUNS OF RF CABLE FROM THE TOP OF THE TOWER

TO THE BUILDING. DIVIDE THE 13 RUNS BETWEEN THE

AVAILABLE CONDUIT. SEE SHEET E003 FOR ELECTRICAL DETAILS.

4, EXTEND THE 4/0 AWG BARE COPPER GROUNDING COUNTERPOISE

TO INCLUDE A NEW COUNTERPOISE AROUND THE NEW TOWER.

SEE SHEETS E001 & E004 FOR DETAILS.

LEGEND

P.O.B, POINT OF BEGINNING

- --x--x� EXISTING FENCELINE

OVERHEAD CONTROL CABLE

PROPERTY BOUNDARY

OVERHEAD POWER LINE

A 11/17/2016 CONSTRUCTION <S,VITALE> TJS 1202422 11/01/2016 I/

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DEPARTMENT OF TRANSPORTATION

FEDERAL AVIATION ADMINISTRATION §

ATO - TECHNICAL OPERATIONS EASTERN SERVICE AREA g

II::

RTR

REPLACE ANTENNA

SITE PLAN

TOWERS

DAYTONA BEACH DAYTONA BEACH INTL AIRPORT

REVIEWED BY

SUBMITTED BY ORIGINAL SIGNED BY,

Jeffrey T.Haml!ton

PROJECT ENGINEER

APPROVED BY ORIGINAL SIGNED BY,

Stacey L.Raines

MGR: ENGINEERING • CENTER A

Fl

DESIGNED

JH

ISSUED BY DATE

0310412016

JCN

ENGINEERING SERVICES DRAWING NO

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I r 50' SELF SUPPORTING

TOWER

1 _ ••.•.•••••••• lD

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TOWER

COUNTERPOISE

4/0 BARE COPPER

TO CONNECT THE

COUNTERPOISES AND , \ ACT AS A GUARD WIRE -------<1,\ \

4" PVC '

CONDUITS W/CABLE

2 EA 4" PVC

·1 EA 4/0 AWG

13 EA LDF4-50A CABLES

( TYP El --------c-:b

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\_EXISTING 50'

TOWER TO BE

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EXISTING 50'

TOWER TO BE

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EXISTING 50'

TOWER TO BE

REMOVED

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E. LE CTR IC AL .PLAN

NOT TO SCALE

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NOTES

1. INSTALL 3 EA 36 x 30 x 12 BUILDING JUNCTION BOX (GFM)

ON THE EXTERIOR WALL AS SHOWN. SEE DETAILS ON

SHEET E002.

2. INSTALL THE 4" PVC CONDUITS FROM THE BUILDING

JUNCTION BOX TO THE JUNCTION BOX AT THE TOP OF THE

TOWER. SEE DETAILS ON SHEET E003. INSTALL 1 EA. 1"

PVC CONDUIT FROM BUILDING TO TOP OF TOWER FOR

O.B. LlGHT ANO GF!.

3. INSTALL THE LDF4-50A CABLES (GFM) FROM THE BUILDING

JUNCTION BOX TO THE JUNCTION BOX AT TOP OF THE TOWER.

TAKE CARE TO SECURE THE CABLES IN THE TOWER BOX SO

THEY DO NOT SLIDE BACK INTO THE CONDUITS. A LIMIT OF

10 CABLES MAY BE RUN IN ONE CONDUIT.

4. INSTALL A 4/0 BARE COPPER COUNTERPOISE AROUND THE

TOWER FOUNDATION. SEE DETAILS ON SHEET E004.

5. CONNECT THE TOWER COUNTERPOISE WITH THE BUILDING

COUNTERPOISE USJNG A 4/0 AWG BARE COPPER CABLE.

THE CABLE SHALL BE INSTALLED OVER THE RF CABLE

CONDUITS TO ACT AS A GUARD WIRE. ALL UNDERGROUND

CONNECTIONS SHALL BE BY EXOTHERMIC WELD,

6. INSTALL ONE OBSTRUCTION LIGHT ON EACH TOWER.

DlALIGHT RT0-1 R07-802 120/240V.

P.O.B.

- ·· x--x-

LEGEND

POINT OF BEGINNING

EXISTING FENCE LINE

OVERHEAD CONTROL CABLE

PROPERTY BOUNDARY

OVERHEAD POWER LINE

. A 11/17/2016 CONSTRUCTION <S.VITALE> TJS 1202422 11/01/2016 1'l-· f-

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DEPARTMENT OF TRANSPORTATION

FEDERAL AVIATION ADMINISTRATION §

ATO - TECHNICAL OPERATIONS EASTERN SERVICE AREA �

DAYTONA BEACH

RTR

REPLACE ANTENNA TOWERS

ELECTRICAL SITE PLAN

DAYTONA BEACH INTL AIRPORT

j REVIEWED BY SUBMITTED BY ORIGINAL SIGNEO av, APPROVED BY ORIGINAL SIGNED BY, FL

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I b J, 4 r·-·;,->a"""'"'""'·�--,..�,,=----=--=c·�' --,-·-"cn-··,e-:ww,-·----------·-*·*--..,.,-__ .,,v-·=-,,m·-··-· ..... -�-w---·-·ms--- -,"5--=��------..,,,...��""'"""""""'""""""'"""" '" """"=�----�--�---�----�--��-=�=="'=�===--�----�--------------,�--·:,,,·:,_�,ww,-,,,"_' ===•»-�,,,,,,.=��'"""'""-.,--"'"_....,,_-,., =«=• ·-,-�=·, =====-=------�=�-------

I I

HI

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A

--NEW RF CONDUIT /

r-EXISTING

-----------�,-.. ,,---------+--�---------,/ 410 COUNTERPOISE

/� q=,--410 AWG I

GROUNDS

SEE NOTE 2

NEW RFJB

....-++---+-11 co-+-- RF CONDUIT

�EXISTING RF C.ABLE

I

I r-_____ ...._ ____ -;,=========,------------· .. --··-···· .. ·----, ....... ----------�-----------· """'""-·-··-·-" L

0�·1-

- RF JUNCTION BOX

NEW 1" PVC

CONDUIT FOR

O.B. L.IGHT AND

GFI RECEPTACLE

INSTALL

NEW RFJB

/""'.,l () 7' �\ r

NEW 4/0 AWG I \

BARE COPPER . 1 .---1-EXISTING RF CABLE

1 <;;C'[ NO re 2 --r J

________ .. I

\:-�---\-'+--, --l-'-/--4-+L----+-' --+-----------------------------�

NEW RF

CONDUIT

AND CABLE�

I l /

"'"---� ¾�

(,:_J'\ ELECTRICAL FLOOR_ PLAN

�� - NOT TO SCALE

NOTES

1. INSTALL A 4" NIPPLE FROM THE INTERIOR OF THE BUILDING

TO THE INTERIOR OF THE BUILDING JUNCTION BOX.

2. INSTALL 2 EACH 4/0 AWG BARE COPPER CABLE FROM THE BOX

TO THE COUNTERPOISE. THE CABLE SHALL BE IN PVC

CONDUIT FROM THE BOX TO 12" BELOW GRADE. LEAVE

3 FT OF COILED CABLE FOR EACH CONDUCTOR.

A 11/17/2016 CONSTRUCTION <S.VIT ALEJ T JS 1202422 11/01/2016 11/

C

F

E

C

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REV APPROVED

DATE

DESCRIPTION JCN

REDLINE APVD E DATE

DEPARTMENT OF TRANSPORTATION

z

FEDERAL AVIATION ADMINISTRATION Q

ATO - TECHNICAL OPERATIONS EASTERN SERVICE AREA �

DAYTONA BEACH

RTR

REPLACE ANTENNA TOWERS

ELECTRICAL FLOOR PLAN

DAYTONA BEACH INTL AIRPORT

REVIEWED BY

SUBMITTED BY ORIGINAL SlGNEO BY, APPROVED BY ORIGINAL SIGNED SY, FL

....... -·· l_J_e_ff_r�ey,____T_.H_o_m_i_lt _on ____ -+_St_a_cey_,__L_ ._R_a _in_es _____ -..i1

PROJECT ENGINEER MGR: ENGINEERING • CENTER A

DESIGNED

1498294

REV

A

·a v, (t'. �u

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D l --1 i

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Sr:c· l_:..,., NOTE 6

"T n

4" PVC CONDUIT w

TO JUNCTION BOX j _____ ,".'.:���I�-

ON BUILDING -- -------

�===:::::r:�

I" PVC CONDUIT FOR

o_s_ LIGHT AND GFI

RECEPTACLE POWER

- 2 EA - 4" DIA PVC

TO JUNCTION

BOX ON

RCAG SHELTER

3/4" PVC FOR

4/0 GROUND

SEE NOTE 5 --o

1 COf\JDLJIT LAYOLJT IN SLAB 0.8. LIGHT

GF M

�� NOT TO SCALE

INSTALL GFM ,J-BOX

SEE NOTE 3

INST ALL ,iUI\ICTION

BOX SEE NOTE 3 ---......_

i tJ

SS UNISTRUT

FRAME

ELEVATION

l JUNCTION BOX, SEE NOTE 3

GFI

RECEPTICLE

SUPPORT CONDUITS EVERY

10' -0" AND AT 3' -0"

FROM E ,1\CH END-----_

INSTALL F!BERGLASS

JUNCTION BOX

SEE NOTE 3 ·-···, ---------------

�-IF'----"-1--l--'--

11/4'PVC FOR

4/0 GROUND

-----(TYP OF 2 EACH)----

_TO R CO

NOT TO SCALE

IT

2'-0 ll

6"

0 0 0 0 0 0 0 I I

I

---------i

1 3/4" (TYP)

JUNCTIOf\J BOX

I - N

- SEE NOTE 2

rTIO

0 0

6"

0 · ·· SEE NOTE 5

,__ __ ___,__ __ SEE NOTE 7

L1----+- SEE NOTE 4

HOLE LAYOUT

2'-0"

NOTES

1. THE 1/2" HELIAX CABLE SHALL NOT BE BENT CLOSER THAN

A 12" RADIUS,

2. CUT SECTION OF EXPANDED METAL GRATING AS REQUIRED TO

ROUTE CONDUITS UP TO JUNCTION BOX, ALL CUT EDGES SHALL

BE COLD GALVANIZED. FRAME CUT OPENING WITH 2"x 2"x 1/4"

ANGLE !RON, GALV,

3. CONTRACTOR SHALL INSTALL 36 ux 36 ux 10" JUNCTION BOX ON TOP OF EACH TOWER AND 30"x 24"x 10 u JUNCTION BOX ON

BOTTOM OF EACH TOWER IGFMI !FIBERGLASS, NEMA 4X, ATTACH

TO TOWER USING A STAINLESS STEEL UNISTRUT IP1000) FRAME

AND STAINLESS STEEL BOLTS. VERIFY BOX LOCATION WITH FAA

RESIDENT ENGINEER,

4. CONTRACTOR SHALL INSTALL 12 EACH 1/2" DIA WATER TIGHT

STRAIN RELIEF CONNECTORS (GFMI (T&B 26731 FOR CABLE

INSTALLED BY OTHERS, !N THE BOTTOM OF THE JUNCTION BOX.

5, CONTRACTOR SHALL INSTALL 2 EACH 1 1/2" DIA STRAIN RELIEF

CONNECTOR IGFMI FOR THE THOMPSON 32X FROM THE TOWER LOOP.

6. ALL CUT EDGES, CORNERS DRILLED HOLES AND OTHER ABRAIDED

AREAS SHALL BE COLD GALVANIZED,

7. CONTRACTOR SHALL FURNISH AND INSTALL 1 5/B ux 1 5/8"

STAINLESS STEEL UN!STRUT 24" IN LENGTH TO THE ANTENNA

TOWER AT THE PREFABRICATED ANTENNA TOWER HORIZONTAL

ANGLES MARK 9535. THE 3 EACH 4"0 CONDUITS ARE THEN

FASTENED TO THE UNISTRUT WITH STAINLESS STEEL PIPE

CLAMPS. ALL MOUNTING HARDWARE SHALL BE STAINLESS STEEL.

SEE SHEET E001 FOR THE NUMBER OF CABLES FOR TOWER.

8. CONTRACTOR SHALL INSTALL #2/0 GROUND WIRE THROUGH 1 1/4

!2J PVC INTO EACH OF THE BOTTOM JUNCTION BOXES FOR tt:20 GROUND WIRE THROUGH 1 1/4 u O PVC GROUNDING BY OTHERS.

LEAVE THREE FEET OF WIRE COILED IN EACH BOX.

3/8" DIAMETER

SS BOLTS

AND HARDWARE

-< ---1----------·--1---"'--

HORIZONTAL

TOWER

MEMBER

I

UNISTRUT /

(P1000l -

TOWER ANGLE

MARK 9535

WAVEGUIDE

SUPPORT

?" CONDUIT SUPPORT PLAN <>="'-'"""�==, ______ .,.;.

003 c-cALE·1"' ., o" J . ,; = ! ·

ST Aff\lLESS STEEL

UNISTRUT ····-··-- ·· -

SS LOCKWASHERS

AND NUTS

TOWER LEG --1--i111

- 1/2" DIAMETER

HELIAX CABLE

. ss

PIPE CLAMP

I-

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C

""··---- 4" DIAMETER

PVC SCH 40 -· ,-.--,......,..---------------,----,-----,---1 _

TOWER DIAGONAL

NOT TO SCALE

3" 0 3

51, ga, �7-id j@½<l{ 'j ;

tfi!C_lif!LiiVC: W,•, elrr-=@

SCALE: 3" • 1'-0 "

1' 0 �"4i,ii,!5-iii,-;

SCALE: 1" •

f 2 1 g·c ,Ki�*JJ f-0 11

A 11/17/2016 CONSTRUCTION <S.VITALE) TJS 1202422 11101/2016 WY

REV APPROVED

DATE

DESCRIPTION JCN REDLI NE APVD E DATE

DEPARTMENT OF TRANSPORTATION

FEDERAL AVIATION ADMINISTRATION

ATO • TECHNICAL OPERATIONS EASTERN SERVICE AREA �

RTR

REPLACE ANTENNA TOWERS

TOWER CONDUIT

DAYTONA BEACH DAYTONA BEACH INTL AIRPORT

REV IEWED BY SUBMITTED BY ORIGINAL SIGNED BY• APPROVED BY ORIGINAL SIGNED BY,

Jeffrey T.Ham!!ton Stacey l.Ra!nes

PROJECT ENGINEER MGR: ENGINEERING - CENTER A

FL

DESIGNED ISSUED BY DATE

3 6 !

JCN

!----+--+D-RA_W_N ---�J=H ENGINEERING SERVICES DRAWING

�01041201 14982

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!----+--+C�HE�CK�E�D

__ __,..B�B COMMUNICATIONS DABA-D-RTR-E003 A

="--'--��--i>)C•=�"""'=-""'"� h �...,,,-,-,""""'-,,,--,,m,"......,_w,.,,,'¾'l.l..,,_%,.=-.,.,�;"""171'""' =nr,;r,ui��"""1-

•-7 _,::; 1e;;,;.1,;;!,,%$k.,,-.,,_, __ , --

---"�-"'''°"-.W-A=• G "'""""

'-· �--------•-�•�"-'="c•=•

----�-"""==ll

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2" DIA SS

U-BOL TS

TYPiCAL OF 2

EACH INST ALL ED

01\1 DIAGONAL

TOWER LEGS· 8

GFI

F/ECEPT ACLE �

· ,,�2 EA

·- LEAVE 2 EACH

3'THOMPSOI\I 28R

COILED INSIDE

THE JUNCTION BOX

- 36"x 36"x 10"

FIBERGLASS

,JUI\ICTION BOX

i-o----+-1-- GAL V UNISTRUT FRAME r

O.B. LIGHT

" 0.

"'.,/1////� 0/ cV0Yi.� 8

��=·s--,-;-

C

0::: w Lu 00 0 0 ;;; {m � 7'+1/ -rYJI

R �//· , '-7"-�

7* : ----H+----""'·

//1· ' / /

�· OI

I

/�'---'11-� --(2)

SEE NOTE 4 -

L

EXOTHERMIC WELD

THOMPSON 28R TO

TOWER LEG AND

LEAVE 3' COILED

INSIDE THE JUNCTION

BOX----

EXOTHERMIC WELD 4/0 A'NG TO

TOWER LEG AND COUNTERPOISE

(TYPICAL OF TWO EACH) -"

/r-- 30"x 24 "x 10"

FIBERGLASS

JUNCTION BOX

(2\, l'OWER CONDUIT

�-�OT TO SCALE" .. . "

ELEV'AT!ON

····-···-·-4" PVC CONDUIT

TO JUNCTION BOX

ON BUILDING

'-TIE TO BUILDING

COUNTERPOISE

1" PVC CONDUIT FOR

0.8. LIGHT AND GFI

RECEPTACLE POWER /

....,, ______ __,f,...._ _______

4 ·rowER CONDUIT SECTION

E004 NOT TO SCALE

-· PIPE �

_r__c_ A P lO

0 ' lO

ELECT CONNECTOR

THOMPSON NO 690

OR EQUAL ___ _,,,.

I I 0

� 21'x 2" GAL V

WATER PIPE

O">

0 X -' <l'.

"'"> 2

5 AIR TERMINAL ASSEMBLY

E004 1' 0 1' 2' 5'

� MH "'!3 @&.-i¼Uiru..i3i�

SCALE: 1/2" • 1'-0"

NOTES

1. SUPPORT THE CONDUCTOR AT A MINIMUM OF 2'-0 ° SPACING

AROUND THE PERIMETER OF THE PLATFORM.

2. INSTALL DOWN CONDUCTOR WITH AN MINIMUM OF BENDS.

3. ALL GROUNDING CONNECTIONS BELOW GRADE SHALL BE

BY EXOTHERMIC WELD.

�. INSTALL JUNCTION BOX AWAY FROM HATCH OPENING DIRECTION.

L.FGEND

G) GROUND ROD, COPPER CLAD 3/4" DIA x 10'

@ 410 AWG BARE COPPER, 28 STRANDS, WT 660 LBS/1000 FT

@CONDUIT, RIGID PLASTIC 3/4"

@STANDARD STEEL PIPE, GALV 2"x 21 FEET LONG (WATER PIPE)

@U-BOLT, 2" WITH 28 LOCKING NUTS, GALV

@ DOWN CONDUCTOR, 32 STRANDS,

WT 375 LBS/1000'. THOMPSON 28R OR EQUAL

(I)PARALLEL CLAMP, THOMPSON #4248 OR EQUAL

@SET SCREW CLAMP, THOMPSON #701 OR EQUAL

@ AIR TERM!NAL, 5/8"x 3', THOMPSON #667 OR EQUAL

@ VERTICAL CONNECTOR, THOMPSON #690 OR EQUAL

(j])PIPE CLAMP, THOMPSON #240X OR EQUAL

- ( NOT SHOWN l

CABLE CLAMP, THOMPSON #142 OR EQUAL

A 11/1712016 CONSTRUCTION (S.VIT ALE> T JS 1202422 11/01/2016

C

F

E

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C

REV APPROVED

DATE DESCRIPTION JCN REDLINE APVD E DATE

DEPARTMENT OF TRANSPORTATION z FEDERAL AVIATION ADMINISTRATION 2 ,_

ATO - TECHNICAL OPERATIONS EASTERN SERVICE AREA �

RTR

REPLACE ANTENNA TOWERS

TOWER LIGHTNING PROTECTION

DAYTONA BEACH DAYTONA BEACH INTL AIRPORT

REVIEWED BY

SUBMITTED BY ORIGINAL SIGNED BY: APPROVED BY ORIGINAL SIGNED ev, Jeffrey T.Homflton Stacey LRalnes

PROJECT ENGINEER MGR: ENGINEERING - CENTER A

DESIGNED

FL

II)

ti<

JH

ISSUED BY DATE

0310412016

JCN

i----t--+D�RA�W�N ----=, ENGINEERING SERVICES DRAWING NO 1498294

REV

>----t--+��--�s.a.;s COMMUNICATIONS

CHECKED OABA-D-RTR-E004 A

�=------==�-----· "if%iii1�1,--�-i,mn ' e,o,,c:.i,...,,,,,.,,,,.,_,_,,,,.a:,,,ae,,s, __ ,_=.,.,,,,.�.,._'>C,...-;'1.c<.-,""'-><'-"""'°-·"""'="'-�--==--�--=---------�----,.,,,.-"""""".�-..._...._.ES.rn===•"=•-�=--=--�--�====-•�""6.,W,1,���-...,_,-=----�---===--���--...1m.-.;.,,,,,_"==_====='===��==1.---------�""=--' x 7 � - A ? 1

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SERVICE -------� b

'7�

X

� X

I� I'-..

--.• :l< . -T.___.

RT SHELTER

GROUND WELD�

C2 POSITIO�JS

500' 450' .

400' ' h,---···-········ I I

350' 300'

250' 200' I

150' I I

100' J I I ' ' k 50' I I ' I ' ' I ' ' .' A-. -' i T T

31' ' ' is-! I I I

6?' I I I I ��-: '

93' I I I

124' I I I � 155' I I

186' I I

' I 217' ' � •...• ·-··· .

248' I

279' .

.310'

P2 POSITIONS

I C2

I PROBE

! DISTANCE

100'

150'

200' i 250'

300'

7 I I

'1 I I I I I I I I

I I I I I

I I I I I

I I I I I

-t····-�----dr----+··-©- ·---·

' RE I

' TE

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• m�o�'"'""''�"""""�'- _,._.,•r-•f;uo�� -�----u---

P2 RESISTANCE

PROBE METER

DISTANCE READING

!.62 X C2l w

2'1' 7.5

62' 5.2

9.3' 5.9

124' 5.2

154' 4,2

185' 3.4

RV ,j 3 ·-· ----,.-- .. -----. --- --·-·· -· -- . -··-----· """' ,.,. I ,, i:::o· 217' 3.8

Cc TR E R w 0 i8

II

I i

I i i

50' 100' 150' 200' 250' 300' 350' 400' 450' 500'

PROBE C2 LOCATION

IT MAY NOT BE NECESSARY TO

PLOT THE FULL 500 FT PLOT

ENOUGH POINTS TO ACCURATELY

DETERMINE WHERE CURVE LEVELS

OFF,

J-.., j 400' 248'

450' 279'

500' 310'

DFPTH o- R�F-FRENrE RODS ""- \ \...r .c . . , ... - '-<3

RESISTANCE " 2.8 W

SAMPL.E-OF A COMPLETE RESISTANCE

MEASUREMENT WOR SH ET

3.4

3.4

3.1

I

I

I

I

I I

I

I a---------.. -�.

SISTANCE

ST ROUTE

METHOD "B"

!TO BE USED WHERE RELATIVELY LARGE GROUNDING SYSTEMS ARE INSTALLED!.

PROCEDURE:

1. NEW FACILITIES- THE RESIDENT ENGINEER, WITH THE ASSISTANCE OF A QUALIFIED ELECTRICIAN FURNISHED BY THE CONTRACTOR, SHALL PREPARE A NEAT SKETCH OF THE FACILITY GROUND SYSTEM OF THE NEW FACILITY SIMILAR TO THAT SHOWN IN FIG,1.

THIS SKETCH TOGETHER WITH THE RESISTANCE MEASUREMENT SHEET !FIG. 21 WILL BECOME PART OF THE PERMANENT FACILITIES FILES. THE RESIDENT ENG[NEER SHALL PROVIDE THE ORIGINAL TO THE FACILITIES CHIEF WITH A COPY TO THE PROJECT ENGINEER

IN THE REGIONAL OFFICE.

2, EXISTING FAC1LITIES- EACH SECTOR OFFICE SHALL PREPARE A NEAT SKETCH OF THE FACILITY GROUND SYSTEM S!M[LAR TO THAT SHOWN IN FIG, 1. THIS SKETCH TOGETHER WITH THE RESISTANCE MEASUREMENT WORKSHEET IFIG,2l WILL BECOME PART OF THE

PERMANENT FACILITY FILES

3. NEW AND EXISTING FAClLIT!ES - MEASURE THE RESISTANCE OF THE ELECTRODE SYSTEM WITH AN INSTRUMENT DESIGNED FOR THE PURPOSE USING THE FALi. OF POTENTIAL. METHOD ISUCH AS THE BIDDLE NULL BALANCE EARTH TESTER). PROCEED AS FOLLOWS:

A. CONNECT THE TERMINALS MARKED Cl AND P1 TOGETHER ANO CONNECT THEM TO THE ELECTRODE UNDER TEST.

B, POSITION THE C2 PROBE ALONG A LINE WHICH MAXIMIZES THE DISTANCE FROM THE ELECTRODE UNDER TEST AND FROM OTHER BURIED METALS SUCH AS UTILITY PIPES POWER AND SIGNAL CABLES, FUEL TANKS, ETC. IN CHOOSING THE DIRECTION FOR PLACEMENT OF THE C2 PROBE, EXAMINE THE CONFIGURATION OF THE ELECTRODE SYSTEM. FOR THE FACILITY AND DETERMINE THE LOCATION OF ALL SUCH BURIED METALS. THEN LOCATE THE PROBE AS FAR AS POSSIBLE FROM THESE METALS AS ILLUSTRATED IN FIG, 1 IFOR LONG SYSTEMS SUCH AS ALS, THE C2 PROBE LINE SHOULD BE RUN 90 DEGREES TO ALSI KEEP C2 & P2 LEADS

SEPARATED AS FAR AS POSSIBLE

C. POSITION THE C2 PROBE AT DISTANCES AS SHOWN IN FIG. 3. RECORD THE METER READINGS FOR EACH C2 & P2 PROBE POSITION.

(NOTE THAT THE P2 POSITIONS ARE 62% OF THE C2 POSITIONS). IT MAY NOT BE NECESSARY TO PLOT THE FULL 500'. PLOT

ENOUGH POINTS TO ACCURATELY DETERMINE WHERE CURVE LEVELS OFF.

O. NEXT, PLOT ON A GRAPH AS MANY RECORDED RESISTANCE READINGS VERSUS THE CORRESPONDING C2 PROBE POSITIONS AS NECESSARY

TO DETERMINE WHERE CURVE LEVELS OFF. !FIG. 31

E. THE TRUE VALUE OF RESISTANCE CAN BE ESTIMATED BY EXTRAPOLATING THE CURVE TO !TS ASYMPTOTIC VALUE.

� 15 w

(/) 10 w

50" 100' 150' 200" 250' 300' 350' 400' 450' 500'

PROBE 02 LOCATION

FIG. 2

C2 P2 RESISTANCE

PROBE PROBE METER

DISTANCE DISTANCE READING

!.62 X C2> w

50' I 31'

100' I 62'

150' 93'

200' 124'

250' 165'

300' 185'

350' 217'

400' 248'

450' 279'

500' 310'

DEPTH OF REFERENCE RODS

RESISTANCE ·-----

RESJSTANCE MEASUREMENT WORKSHEETS

I

A 11/17/2016 CONSTRUCTION CS.VITALE) TJS 1202422 11/01/2016 7ft'

REV APPROVED DESCRIPTION JCN REDLINE

APVO DATE DATE

tl

DEPARTMENT OF TRANSPORTATION

FEDERAL AVIATION ADMINISTRATION

A'ro - TECHNICAL OPERATIONS EASTERN SERVICE AREA -----

RTR

REPLACE ANTENNA TOWERS

EARTH GROUND RESISTANCE TESTING

METHOD B

DAYTONA BEACH DAYTONA BEACH !NTL AIRPORT FL

• REVIEWED BY SUBMITTED BY ORIGINAL SIGNED BY• APPROVED BY ORIGINAL SIGNED BY•

Jeffrey T,Hamllton Stacey L.Ralnes

PROJECT ENGINEER MGR: ENGINEERING • CENTER A

DESIGNED ISSUED BY

JH

ENGINEERING SERVICES

DATE

03/04/2016 I

JCN

1498294

DRAWN DRAWING NO REV

BB COMMUNICATIONS

CHECKED DABA-D·RTR-E005 A

? 1

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