Attachment 2a-RTR Drawings.pdf

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GAI ESVIljJ_JE, FLORIDA EW RTR EST ABlJISH

DRAWING LIST

DRAWING NO. REV NO. DATE

GNV-D-1402087-GOOl 10/17/2016

GNV-D-1402087-A001 10/17/2016

Gt\JV-D-1402087-A002 10/17/2016

GNV-D-1402087-A003 10/17/2016

GNV-D-1402087-A004 10/17/2016

GNV-D-1402087-AOOS 10/17/2016

GNV-D-1402087-A006 10/17/2016

GNV-D-1402087-A007 10/17/2016

GNV-D-1402087-C001 10/17/2016

GNV-D-1402087-C002 10/17/2016

GNV-D-1402087-C003 10/17/2016

GNV-D-1402087-C004 10/17/2016

GNV-D-1402087-COOS 10/1712016

DESCRIPTION

COVER SHEET AND DRAWING INDEX

FLOOR PLAN 12'x 7' FLOOR CEILING PLAN 12'x 12' 12'x 27' ELEVATIONS AND DETAILS 12'x 12' ELEVATIONS AND DETAILS 12'x 27' CEILING PLAN

EQUIPMENT INVENTORY

ATCT EQUIPMENT ROOM INSTALLATION

EXISTING SITE PLAN

PROPOSED SITE PLAN

LEASED AREA EXISTING

PROPOSED LEASED AREA

FENCE DETAILS

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GNV-D-1402087-COOG

GNV-D-1402087-C007

10/17/2016 10/17/2016

TRENCH Ar\JD CONDUIT DETAILS

COUNTERPOISE DETAILS

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GNV-D-1402087-COOB

GNV-D-1402087-C009

10/17/2016 10/17/2016

PROPOSED CABLE PATH CONTROL TO VOR POWER TO ASOS AND SAWS

\/OR POWER AND CONTROL CABLE PATH

DEPARTMENT OF TRANSPORTATION

FEDERAL AVIATION ADMINISTRATION

I ATO - TECHNICAL OPERATIONS EASTERN SERVICE AREA

GNV-D-140208 7-E001 10/17/2016

GNV-D-1402087-E002 10/17/2016

GI\JV-D-1402087-E003 10/1712016

GNV-D-1402087-E004 10/17/2016

GNV-D-1402087-EOOS 10/1712016

GNV-D-1402087-SOOl 10/17/2016

GNV-D--1402087-S002 10/17/2016

NEW TOWER CABLE LAYOUT AND TOWER SECTIONS -

NEW TOWER LIGHTNING PROTECTION

RTR POWER RACK AND SINGLE LINE DIAGRAM

\/OR/SAWS/ ASOS SING�E LINE DIAGRAM

VOR/SAWS/ ASOS POWER RACK DESIGN

12'x 27' PRE CAST BUILDING FOUNDATION DETAILS

RTR

COVER SHEET AND DRAWING INDEX

GAINESVILLE GAINESVILLE RGNL AIRPORT

GNV-D-1402087-S003 10/17/2016

12'x 12' PR EC AST BUILDING FOUNDATION AND SIDEWALK DETAILS oFviFwrn BY c;us11 '"" BY ,""�:'.:7!/'Y ,{) c:---

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NOTES - GFM BUILDING

A. DESIGN CRITERIA

1. 1997 STANDARD BUILDING CODE

2. ACI-318-95/318R-95

3. DESIGN SOlL PRESSURE: 2000 PSF

TO BE PROVIDED BY OTHERS

B. DESIGN LOADING

1. ROOF LIVE LOAD - 100 PSF

2. FLOOR LIVE LOAD - 150 PSF

3. WIND LOAD - 150 MPH IPER ASCE 7-951

EXPOSURE C, USE FACTOR 1.0

C. DESIGN SPECIFICATION ON MATERIAL

1. CONCRETE - STANDARD WEIGHT, 5000 PSI, 28 DAYS

2. REINF. STEEL - ASTM A615, GRADE 60

MINIMUM LAP - 30"

3. MINIMUM COVER - EXTERIOR - 1 1/4"

INTERIOR - 3/4"

4. WELDED WIRE FABRIC - ASTM A185,

MIN. LAP 8". ALTERNATE JOINTS IN PANEL

W/ DOUBLE MESH

5. ERECTION/LIFTING INSERTS/DEVICES SHALL

BE INSTALLED PER MFR'S RECOMMENDATIONS

6. ALL ERECTION/LIFTING DEVICES SHALL BE

2-TON CAPACITY.

D. OTHER

E.

1. REFER TO OWNER'S PROJECT REQUIREMENTS

FOR SPECIFICATIONS ON BUILDING COMPONENTS

!WINDOWS, DOORS. EQUIPMENT BASES,

LOUVERS); HVAC EQUIPMENT IA/C, EXHAUST

FANS ) :

ELECTRICAL EQUIPMENT (POWER PANELS,

CONDUITS, SWITCHES, LIGHTING FIXTURES!, ETC.

2" PVC SLEEVE @ 7'-0" AFF FOR 500 KCMIL GROUND CONDUCTOR.

F. ALL CIRCUITS SHALL BE LABELED WITH NUMBERS ON BOTH

ENDS OF CONDUCTORS

G. POWER PANEL -SQUARE D·· 120/240V (44 1/2"x 28 1/B"x 6 }/ )

H. 2" PVC SLEEVE @ 3' AFF FOR E/G RECEPTACLE.

r. ALL CONDUIT SHALL HAVE COMPRESSION OR THREADED CONNECTIONS

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BATTERY

BANK

GOV'T

INSTALLED

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DEPARTMENT OF TRANSPORTATION

FEDERAL AVIATION ADMINISTRATION

ATO - TECHNICAL OPERATIONS EASTERN SERVICE AREA

RTR

FLOOR PLAN 12 X 27

GAINESVILLE GAINESVILLE RGNL AIRPORT

PROJECT ENGINEER

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NOTES - GFM BUILDING

A. DESIGN CRITERIA

1, 1997 STANDARD BUILDING CODE

2, ACI-318-95/318R-95

3. DESIGN SOIL PRESSURE: 2000 PSF

TO BE PROVIDED BY OTHERS

B, DESIGN LOADING

1. ROOF Ll VE LOAD - 1 00 PSF

2. FLOOR LIVE LOAD - 150 PSF

3, WIND LOAD - 150 MPH IPER ASCE 7-951

EXPOSURE C, USE FACTOR 1.0

C. DESIGN SPECIFICATION ON MATERIAL

1. CONCRETE - STANDARD WEIGHT, 5000 PSI, 28 DAYS

2, REINF. STEEL - ASTM A615, GRADE 60

MINIMUM LAP - 30"

3, MINIMUM COVER - EXTERIOR - 1 1/4"

lNTERIOR - 3/4"

4. WELDED WIRE FABRIC - ASTM A185,

MIN, LAP 8". ALTERNATE JOINTS lN PANEL

W/ DOUBLE MESH

5. ERECTION/LIFTING INSERTS/DEVICES SHALL

BE INSTALLED PER MFR'S RECOMMENDATIONS

6. ALL ERECTION/LIFTING DEVICES SHALL BE

2-TON CAPAC !TY.

1. REFER TO OWNER'S PROJECT REQUIREMENTS

FOR SPECIFICATIONS ON BUILDING COMPONENTS

I WINDOWS, DOORS, EQUIPMENT BASES,

LOUVERS); HVAC EQUIPMENT IA/C, EXHAUST

FANS):

ELECTRICAL EQUIPMENT I POWER PANELS,

CONDUITS, SWITCHES, LIGHTING FIXTURES), ETC.

E. ALL CONDUITS SHALL HAVE COMPRESSION OR THREADED CONNECTIONS

F. NOT USED

G. POWER PANEL -SQUARE D- 120/240V 100 AMPS MAIN BREAKER

H. NOT USED

I, NOT USED

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DEPARTMENT OF TRANSPORTATION

FEDERAL AVIATION ADMINISTRATION

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ATO - TECHNICAL OPERATIONS EASTERN SERVICE AREA

RTR

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FRAME: ( 1) CLINE 3'-6 11x 7'x 5 11 ALUMINUM OR SS

HINGES: (3) HAGER BB1199 SS NRP

LOCK: ( 1) BEST 35H 7EWE14J526 LEVER LOCK

CLOSER: ( 1 l LCN 4041 AL

THRESHOLD: ( 1) PEMKO 185AV

DRIP CAP: (1) PEMKO 346C

EXTERIOR FINISH SCHEDULE

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TAN COLORED CONCRETE

WITH DECORATIVE FLUTES

ROOF:

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INTERIOR FINISH SCHEDULE

WALLS:

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COLOR: COTTAGE TAN

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ABOVE NOTES DESCRIBE THE

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FEDERAL AVIATION ADMINISTRATION

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12 X 27 ELEVATIONS AND DETAILS

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FRAME: (1 l CLINE 3'-6"x 7'x 5" ALUMI�JUM OR SS

HINGES: (3) HAGER BB1 199 SS NRP

LOCK: ( 1 ) BEST 35H 7 EWE1 4J626 LEVER LOCK

CLOSER: ( 1 l LCN 4041.AL

THRESHOLD: ( 1 I PEMKO 185AV

DRIP CAP: ('I) PEMKO 3 46C

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TAN COLORED CONCRETE

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2" OBSCURANT RIGID INSULATION

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CEILING:

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1 /2" PLYWOOD COVERED W/ WHITE FRP

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NOTES

l BOTTOM OF CABLE TRAY TO BE MOUNTED 96" AFF

2. ALL CONDUITS NOT INDICATED IN DRAWINGS ARE3/4" EMT

3. ALL FITTINGS FOR EMT ARE TO BE COMPRESSION TYPE.

4. ALL CABLE TR.AY AND SQUARE DUCT IS TO BE BONDED

WITH A GREEN *6 AWG COPPER CONDUCTOR WITH COMPRESSION

LUGS. BOTH THE CABLE TRAY AND SQUARE DUCT ARE TO BE

GROUNDED TO A GROUND PLATE.

CABLE TRAY SYSTEM

1. CABLE TRAY

A. STEEL ALLOY

B. 4 11 SIDERAIL HEIGHT, I = 2.85 IN

S = 1. 44 IN

C. 9 11 RUNG SPACING, I = 0.0361 IN ,

S = 0.0707 IN , MIN, CABLE BEARING

SURFACE 3/4

n

W/ RADIUSED EDGES.

D. 9 n FITTING RUNG SPACING.

E. CABLE TRAY AND SQUARE DUCT TO BE SUPPORTED

BY 1 5/8,, UNISTRUT @ 5 1 INTERVALS

2' - 8 11

CABLE TRAY DETAIL

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RTR

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LIGHT, INTERIOR FLOURESCENT 4811 BULB(4l T8 BULB 120/277 W/ DIFFUSER c:w'T r·'H J\ 11 V , 20 /.1 120-27 V TOGGLE IVORY

LIGHT, EXTERIOR 23W CFL BULB VAPOR PROOF W/ GLOBE AND GUARD

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1. MAIN DISCOl·�NECT GROUND WIRE MUST BE ATTACHED

TO GROUNDING SYSTEM BEFORE APPL YING POWER.

2. ALL WIRE AMPACITIES BASED ON TABLE 310-16

NEC, 310 - 15(8)(2)(A). ALL WIRE IS RATED

A.T goo W/ 75° RATED LUGS CONDUIT FILL BASED ON ANf�EX C NEC CT ABLE C1)

3. ALL SERVICE ENTRANCE EQUIPMENT SHALL BE LISTED

FOR ITS USE

4. RE SHALL VERIFY ALL WORK PRIOR TO BURIAL.

5. DOOR LOCKSET INSIDE LEVER HAS AN ANSI F13

FUNCTION THAT RETRACTS LATCH AND

DEADBOLT UPON ROTATION OF THE LEVER

6. ALL ITEMS !N BUILDING ARE SUBJECT TO RE

f<EVIEW AND INSPECTION.

7 CO!'�DENSOR AND REFRIGERANT LINES INSTALLED BYI •

l��ST ALL.A TIOi\J CONTRACTOR IN FIELD.

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DTFASA-17-R-00538 Attachment 2a

James Baldwin Completed

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162' O"

SEVV AGE

TREATIVIE��T

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�-CONTRACTOR INSTALLED

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SEE PAGE C006 AND C008

r- CONTRACTOR FUR�J I SHED & INSTALLED

/ 4' X 4 1 X 4 1 PRECAST

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� CONTRACTOR INSTALLED TOWER ( 4 TOTAL)

SEE PAGES E001, E003, S003

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FEED TO RTR A�JD

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SEE NOTE 5____/ 1 1

Cl::' i 1 . L,-- STORAGE BUILDI�JG, 1 1 c:i L-·i· FOU�JDATIONS, At�D SIDEWALK ��11 ,....---! ii I '.

1M 1· 1 L.·-·-·�\ - SEE PAGE S001 AND S002

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I ' I I , l(ZJfZJr !5" \ � CONTRACTOR TO I NS TALL f,E------H-----�-1 ' NEW FENCE A�JD REMOVE 1

EXISTING FENCE (NOT SHOWN)

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LEGEND

1. INSTALL FOUR GOVERNMENT FURNISHED MATERIAL (GFM),40 FEET

FREE STANDING ANTENNA SUPPORT TOWER COMPLETE, INCLUDING

ANTENNA MOUNTS, SAFETY RAIL, LIGHTNING PROTECTION, CABLING

AND FIBERGLASS JUNCTION BOXES, CONTRACTOR MUST PERFORM ALL

WORK IN ACCORDANCE WITH DETAILS SHOWN ON OTHER DRAWINGS.

THE NEW COUNTERPOISE FOR ANTENNA TOWER'S MUST BE CONNECTED

INTO THE EXISTING BUILDING COUNTERPOISE. THE

BUILDING COUNTERPOISE MUST BE UNCOVERED WHILE HAND DIGGING

FROM THE NEW JUNCTION BOX INSTALLED ON THE NORTH AND WEST

WALLS OF THE EXISTING BUILDING,

2. INSTALL 12 RUNS OF 1/2" HELIAX CABLE (GFMJ BETWEEN THE

PRECAST SHELTER IGFMJ AND THE FIBERGLASS JUNCTION BOX AT

THE TOP OF ANTENNA TOWERS. SEE DETAIL 2/C006 AND

DRAWING E001, EOOZ FOR DETAILS.

ALL BELOW GROUND CONDUIT SHALL BE 4" SCHED 80 PVC

ALL ABOVE GROUND CONDUIT SHALL BE 4" SCHED 40 PVC

3, THE Cot�TR./\CTOR WILL BE EXPECTED TD FURNISH AND INSTALL #57

STONE OR EQUAL TO ESTABLISH A MINIMUM OF THREE INCHES OF

GRAVEL OVER THE INDICATED GRAVEL AREAS & 6' WALKWAYS TO

EACH TOWER.

4, FINAL PLACEMENT OF THE TOWERS MUST BE VERIFIED BY THE COTR.

TOWERS SHALL REMAIN 80 FT APART, AND 20 FT FROM ANY FENCE.

5. CONTRACTOR SHALL INSTALL POWER FEED INTO EXISTING TRANSFORMER

LEGEr\JD

----------------- EX I ST I NG POWER

CONTRACTOR INSTALLED

CONTROL CABLE AND

DUCT BANK SEE

DETAIL 4/C006

CONTRACTOR INSTALLED

FE�JCE SEE COOS

CONTRACTOR INSTALLED

HELIAX CABLES & DUCT

BANK FOR ANTENNA TOWERS

SEE DETAIL 2/C006

CONTRACTOR INSTALLED

POWER FEED SEE 1/C006

AND PG E003

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EXISTING BOUNDARY AND TOPOGRAPHICAL SURVEY IN

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ALACHUA COUNTY, FLORIDA

POB

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POINT OF BEGINNING

POINT OF START

ELEVATION DENOTED

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PROPOSED LEASE AREA �

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(SEE GENERAL NOTES)

METAL ARMS

\I\IITH 45' OFFSET

N0.9 GAUGE LINKED FENCE

WITH BARBED SELVAGE TOP

AND BOTTOM

BARBED WIRE EXTENSION ARMS

(WILDLI F E F ENCE)

8' OF FENCE FABRIC

ABOVE GRADE

4" DEEP CRUSHED #57

STONE ON TOP OF FILTER

F"ABRIC

BACKFILL WITH NATIVE ---

SOILS. COMPACT TO 90%

OF MODIFIED PROCTOR.

PROVIDE ADDITIONAL

BACKFILL AS REQUIRED.

I- EXISTING

GROUND

5-E C _T I O N_,__V::.._:.1-"=-E _,_,_VV___,_F-=Fc..:.....:N-=C-=E ------'--T Y--'---'--'P E=--·· ------'1

AT F ABRIC LOCATION

FENCE POST (8' HIGH ·--------·11

ABOVE GRADE) ! 2"

4" DEEP CRUSHED #57

STONE ON TOP OF FILTER

FABRIC

12"

SECTION VIE �V."-----'F--"t=-'-_ N-'-"C�E-�T �y �p E�1

AT POST. LOCATION

8 7

3 2 1

CHAIN UNK FENCE MEMBERS DIMENSIONS

(FED. SPEC. RR-F-00191)

& WEIGHTS NOTES F -162 CHAIN LINK FENCE

GATE WIDTH SPECIF"IED IS

CLEAR OPENING BETWEEN

GATE PORTS .

STEEL FRAME ALUMINUM FRAME"

DESCRIPTION SECTION OUTSIDE OUTSIDE \II/EIGHT WEIGHT DIMENSIONS (LBS./FT.)

DIMENSIONS

(LBS./FT.)

(INCHES) (INCHES)

CORNER,BRACE,ENO. & PULL POSTS 0 2.375 3.55 2.875 1.?.64

FABRIC HEIGHTS 6' &: LESS 0 2.00 3.65 2.50 1.253 �--� .. ···--�--

FABRIC HEIGHTS OVER 6' 0 2.875 5.79 2.875 2.00

D 2.50 5.70 3.00 2.00 All HEIGHTS ROLL FORM 3.5 " 3.5 5. 10

GATE POSTS 0 2.875 5.79 2.875 2.00

GATE LEAF WIDTH 6' ANO LESS 0 2.50 5.70 3.00 2.00

ROLL FORM 3.5 " 3.5 5. 10 --

,_,_ =«n-=, i='-"��--··-- ---

CATE LEAF" WIDTH OVER 6' THRU 13' 0 4.00 9.10 4.00 3.00

GATE LEAF WIDTH OVER 13' THRU Hf 0 6.625 18.97 6.625 7.00 GATE LEAF WIDTH OVER 18' THRU 2.:r 0 8.625 24.70 8.625 10.50

LINE POSTS

0 1.90 2.72 1.90 0.94 FABRIC HEIGHTS 6' & LESS

FABRIC HEIGHTS OVER 6' 0 2.375 3.65 2.375 1.25

···==- - - ·� ....... ,,,.a� ..

1.875x 1.625FABRIC HEIGHTS 8' AND LESS H x0.113 2.70

1.875xl.625 xO. 113 0.91

2.25x1.95 2.25x1.95 FABRIC HEIGHTS OVER 8' H x0.143 4.10 x0.143 1.25

��r- �-�� �- - '"-'----··=

0 1.660 1.806 1.660 0.786 RAILS & BRACES

ROLL FORM 1.625x 1.250 1.35

* TO BE USED ONLY !F ALUMINUM ALLOY FABRIC IS SPECIFIED ON THE CONTRACT PLANS

1. FABRIC: 2"x2" N0.9 GAUGE WIRE MESH PER ASTM A392, CLASS II

(GALVANIZED).

2. SELVAGE, RAILS & TENSION WIRES: FENCES 60" ANO UNDER IN

TERMINAL AREAS SHALL HAVE KNUCKLE SELVAGE AND RAILS TOP ANO

BOTTOM. HAZARDOUS AND SECURITY AREAS TO BE FENCED SHALL

HAVE BARBED SELVAGE TOP ANO BOTTOM. WHEN RAlLS ARE OMITTED, N0.7 GAUGE STEEL OR N0.6 GAUGE ALUMINUM TENSION WIRES

SHALL BE PROVIDED. IF RAILS AND BARBED SELVAGE ARE SPECIFIED

THE BARBS SHALL EXTEND 1' ABOVE THE TOP RAIL.

3. POSTS: SEE TABLE AT LEFT.

4, FABRIC FASTENERS: MINIMUM 3/16"x3/4" STRETCHER BAR BANDED

TO TERMINAL POSTS, OR INTEGRAL FABRIC FITTINGS ON TERMINAL

POSTS. USE N0.6 WIRE CUPS FOR LINE POSTS ANO N0.9 WIRE

CUPS FOR BRACES, RAILS ANO TENSION WIRES. ALL FASTENERS

SPACED 14" MAX. VERTICALLY, 24" MAX. HORIZONTALLY.

5, COATINGS : ZINC COATINGS ON POSTS, RAILS, GATE FRAMES AND

STEEL FITTINGS SHALL AVERAGE 2.0 02./s.f PER ASTM A 12.3. NO

INDIVIDUAL SPECIMEN SHALL HAVE LESS THAN 1.8 02./S.1'. IF

OTHER TYPES OF COATINGS ARE FURNISHED, THEY SHALL MEET

THE APPROPRIATE ASTlil OR F"EOERAL SPECIF"ICATION IN NOTE 1.

6. FENCE HEIGHT : THE FABRIC HEIGHT IS THE NOMINAL FENCE

HEIGHT.

!\JEW CHAIN LINK F ENCE, Cl ASS E, FAA SPEC. F -162

10' MAXIMUM

r

TOP RAIL

-GROUND LUG (TYP.)

c--NO. 6 AWG COPPER

GROUND WIRE

10'·-0" MAXIMUM-

1- TOP RAil

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10 6" MIN.wd�

LINE POST

(INTERMEDIATE)

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HIGH f:ENC . .E. BRACE SECTION�W�/�2�F T

BLJRIED SKIRT (IN TUR F ARE.AS)

BRACE SECTION

10' MAX.

TYP.

GATE SWING SHALL BE AS

SHOWN ON CONTRACT PLANS

L.----TERMINAL POST AND BRACE SECTION

I J ALSO REQUIRED AT ALL JUNCTIONS

WITH EXISTING FENCES.

xi 16' - 6" MAX.CLASS "A" & "c"

/10'- 0" CHAIN-LINK.

rr LEGEND

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@ TERMINAL POST, END

CORNER, PULL(ANCHOR)

O BRACE POST

TYPICAL FENCE LAYOUT

ALL CLASSES

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DEPARTMENT OF TRANSPORTATION

FEDERAL AVIATION ADMINISTRATION

ATO - TECHNICAL OPERATIONS EASTERN SERVICE AREA

GAINESVILLE

: SUB\!ITTED E':-'

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(1) BLAC:-< 3/0 AWG INSULATED CU

(1) WHITE 3/0 AWG INSULATED CU

(1) GREEf� 2/0 AWG INSULATED CU

1 POWER TO RTR

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BUILDING COUNTERPOISE

(2) 4" PVC W/

(6) GFM LDF4-50

BUILDING CABLES EACH

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PENETRATION

FOR POWER

COI\IDUCTORS

1 POvVER MANHOLE (TYP)

1/0 AWG COPPER CONNECTED

TO BUILDING COUNTERPOISE

6" WIDE CAUTIOf� AND EXOTHERMICALLY WELDED TO GROUND w1

0DS EVERY 90'

SEE NOTE 2Yi"'----.- ---

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(1) 4" PVC W/

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(3J MAXCELL INNER DUCTS

(1) 50 PR 19 GAUGE CABLE

\_CONCRETE ENCASEMENT

3" ON EACH SIDE OF CONDUIT

(3 CONTROL ATCT-RTR

C006 NOT TO SCALE

r-1/0 AWG COPPER CONNECTED

I

TO BUILDING COUNTERPOISE

AND EXOTHERMICALLY WELDED TO

GROUND RODS EVERY 90'

6" WIDE CAU IION TAPE 1

tSl ---"-cc77'77'K-C ., d I Ci;/;!;;') j C, I

SEE NOTE

2" PVC W/

(1) RED *2 AWG INSULATED CU

(1) WHITE "2 AWG INSULATED CU

C1J GREEN "2 AWG INSULATED CU

IS)

________ l

5 POVVER TO ASOS/SAWS

�G NOT TO SCALE

6" WIDE CAUTION TAPE

IS) -

SEE NOTE

1/0 AWG BARE M

COPPER GUARD

WIRE

12 PR 19 GAUGE

CONTROL CABLE CDEBJ

4 CONTROL ATCT-VOR

�6 NOT TO SCALE

1/0 AWG COPPER CONNECTED

TO BUILDING COUNTERPOISE

AND EXOTHERMICALLY WELDED TO

GROUND RODS EVERY 90'

6" WIDE CAUTION TAPE

SEE NOTE

tSl (') lD

(2) 2" PVC W /

(1) RED *2 AWG lr-sJSULATED CU

(1) WHITE "2 AWG INSULATED CU

(1) GREEN *2 AWG INSULATED CU

6 ADJOINING ASOS/SAWS POWER

C006 NOT TO SCALE

C006 NOT TO SCALE

FEED

L.-------·--·-

8 7 6

4 3

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'-1' p F

' PVC

ENETRATION

OR GROUND

NOTES

1. ALL CABLES AND CONDUITS SHALL HAVE 3" CLEARANCE TO

TRENCH WALLS AND OTHER CONDUITS,

2, 3/4"x 10' COPPER CLAD STEEL GROUND RODS SHALL BE

INSTALLED @ 90' INTERVALS ALONG GUARD WIRE, AND 6'

FROM TRENCH. THE SPACING OF GROUND RODS

SHALL VARY 10%-15% TO PREVENT RESONANCE.

3. ALL TRENCHES SHALL BE FILLED WITH CLEAN FILL, WITH

NO ROCKS, COMPACTED IN 6" LIFTS TO 98% COMPACTION, AND

LEFT WITH A 1/2" HIGH HUMP FOR SETTLEMENT

4. CONTRACTOR IS RESPONSIBLE FOR SUPPLYING ALL POWER CABLE

5. CONTRACTOR IS RESPONSIBLE FOR SUPPLYING AND INSTALLING

ALL CONDUIT, WARNING TAPE, AND PULL STRINGS REQUIRED.

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DEPARTMENT OF TRANSPORTATION

FEDERAL AVIATION ADMINISTRATION

ATO - TECHNICAL OPERATIONS EASTERN SERVICE AREA

RTR

TRENCH AND CONDUIT DETAILS

GAINESVILLE GAINESVILLE RGNL AIRPORT FL

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LEAVE 11' COILED INSIDE BUILDING

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NOTES

1. CONTRACTOR SHALL INSTALL COUNTERPOISE AS INDICATED

2. ALL COUNTERPOISE MUST BE 4/0 AWG. UNLESS OTHERWISE INDICATED

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COPPER CLAD GROUND ROD

EXOTHERMIC WELD

4/0 COUNTERPOISE

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SEE NOTE 2

HAND DIG 'w'ITHIN

5' OF EXISTING

COf\JTROL/POwER

CABLE

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SCALE: 1" • 200'

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NOTES

1. CONTRACTOR SHALL FURNISH AND INSTALL GENERAL CABLE

12 PR 19 GA P/N 7525017 (CONTROL CABLE) FROM THE

AIRPORT TRAFFIC CONTROL TD'w'ER CATCT) TD THE VDR, AND PD'w'ER FROM THE VOR TD THE SA 'v/S AND ASOS FACILITIES.

2. CONTRACTOR SHALL INSTALL CONTROL CABLE FROM THE

EQUIPMENT ROOM IN THE ATCT TO THE MANHOLE ADJACENT

VIA AN EXISTING MAXCELL 3 CELL FABRIC INNER DUCT

3. CONTRACTOR SHALL INST ALL CABLE, GUARD 'w'IRE, AND

GROUND RODS ACCORDING TD DETAIL 4/C006.

4. THE CONTRACTOR SHALL PENETRATE EXISTING HANDHDLE

2' BELO'w' GRADE. CONTRACTOR SHALL REMOVE EXISTING

ABANDONED #2 AVG FROM EXISTING 2

PVC CONDUIT AND

INSTALL FAA CONTROL CABLE UNDERNEATH AIRPORT

TAXI'w'AYS/RUN'v/AYS.

5. THE CONTRACTOR SHALL INSTALL THE CABLE, CONDUIT

AND GROUNDING ACCORDING TD DETAIL 5/C006

6. CONTRACTOR SHALL INST ALL GFM 31 X 3 1 X 3

1 AIR CRAFT RATED

MANHOLE, OLD CASTLE PRECAST . CONTRACTOR

SHALL ALSO CONNECT ACCOMPANYING GUARD VIRES 'vii EXOTHERMIC wELDS, AND INSERT GROUND ROD AT MAN HOLE LOCATION.

CONTRACTOR SHALL ALSO LEAVE 100' OF SLACK LOOPED AT EACH

MANHOLE LOCATION, CONTRACTOR SHALL .ALSO IDENTIFY CABLE

AT EACH MANHOLE LOCATION 'v/ITH EMBOSSED BRASS TAGS 'v/ITH

(ATCT-VDR 12 PR), SEE DETAIL 7 /C006

7. TRANSITION FROM PVC TD BORING CONDUIT

8. THE CONTRACTOR SHALL INST ALL THE CONTROL

AND PDwER INTO THE VOR SEE SHEET C009

9. THE CONTRACTOR SHALL INSTALL FURNISH AND INSTALL EQUIPMENT

CONDUIT AND CONDUCTORS TD THE EXISTING ASDS PD'v/ER RACK AS

SEEN IN DETAILS 6/EOOS AND 7 /E005,

10 THE CONTRACTOR SHALL DIRECTIONALLY BORE

UNDERNEATH TAXIwAYS/RUNwAYS 'w'ITH SCHEDULE 40 PVC

DR EQUAL. ALL RUN'w' A Y /TAXI\./ A YS MUST BE COORDINATED wITH THE RE AND AIRPORT OPERATIONS. BORING 'v/ILL EXTEND

50' BEYOND RUN'v/AY AND TAXIwAY PAVEMENT,

11. THE CONTRACTOR SHALL FURNISH AND INSTALL THE SA VS PO'v/ER

RACK AS INDICATED IN DETAIL 3/E005, 4/E005, THE CONTRACTOR

SHALL INSTALL CONDUIT AND CONDUCTORS TO THE EXISTING

SA'v,/S PANEL INDICATED IN DETAIL 5/E005,

12. THE CONTRACTOR IS RESPONSIBLE FOR ALL UNDERGROUND CABLE

LOCATES, REPAIRING ALL DAMAGED CABLE, TESTING THE

INSULATION ON THE NEV CABLE, AND PROVIDING ACCURATE

REDLINE DRA'v/INGS INDICATING LOCATION AND DEPTH OF ALL

NEV CABLES AND CONDUITS,

13. THE CONTRACTOR SHALL FURNISH AND INSTALL THE POwER RACK

AND CONDUIT AS SEEN ON DETAIL 1/EOOS, & 2/E005

14. THE CONTRACTOR SHALL FURNISH AND INSTALL ALL EQUIPMENT

AND CONDUCTORS INDICATED ON SHEET E004.

15. CONTRACTOR SHALL INST ALL CONDUIT At\JD CABLE AS IND I CA TED

IN DETAIL 6/C006

E_S-11MAI£D I ENGIHS

1. CONTROL CABLE 3,055'

2. POWER CABLE 2384'

3. MAN HOLES 5

4. BORING 351'

------ ---- --- -- -- - - - - - - - - - - - -----1--

+-----+--------------------+---1-----··--- ·-"L_

L\P:=-1RCvEr

:;AT�

DEPARTMENT OF TRANSPORTATION

FEDERAL AVIATION ADMINISTRATION

RUUl·.JF J,6, 1 -

ATO - TECHNICAL OPERATIONS EASTERN SERVICE AREA

RTR

PROPOSED CABLE PATH

CONTROL TO VOR

POWER TO ASOS AND SAWS

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SEE DETAIL

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CONTRACTOR FURNISHED

AND INSTALLED

PANDUIT P/N E4X4BL6

WITH MATCHING COVER

COPPER GROUNDING

STRIP 6

H

LONG, 20

TERMINATORS MIN

ALL LEADS ARE #6 AWG

CONTRACTOR INSTALLED 2" RGS -

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CONTRACTOR TO INSTALL

2" RGS W/ LB PENETRATION

THROUGH PRECAST

CONCRETE SHELTER

--.,_, EXISTING

DEMARCATION

BLOCK

1..__0i I:

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TYP OF 4

EXISTING

4" PANDUIT DUCT

CONTRACTOR

INSTALLED SS

UNI STRUT

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BOX (EXTERIOR)

C009 NOT TO SCALE

S/[/'Xi

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4 TRAPEZE

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TYPICA_ CONCUIT JCNCI\G-13�s1-,1�G :w11:nE R:OUIRED PER SPECl�.CAT:CNJ

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C009 NOT TO SCA.LE

4 3

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CONTRACTOR

2" RGS ISEE DETAIL

6/C006l TO VOR POWER

RACK (SEE DETAIL

1/E005 ANO 2/E005)

CONTRACTOR INST ALL ED

2 11 RGS ON WALL OF VOR

NOT TO SCALE

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DEPARTMENT OF TRANSPORTATION

FEDERAL AVIATION ADMINISTRATION

RE.Cl_ l\t.

DA-;-E p.i�',fl.)

ATO - TECHNICAL OPERATIONS EASTERN SERVICE AREA

RTR

VOR POWER AND

CONTROL CABLE PATH

GAINESVILLE GAINESVILLE R GNL A.JRPORT

SUE\llTFD SY

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ENGINEERING SERVICES C'l;!,tdK, \'1

1402087

BB COMMUNICATIONS

GNV-D-1402087-C009

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A

1 1/ 4" PVC FOR

4/0 GROUND

CAD WELDED TO

TOWER LEG

(3) 4" DIA PVC

TO RTR SHELTER

AND (2) 1 1/ 4" PVC

W/ 4/0 AWG

TO COUNTERPOISE

1" PVC FOR (3) •10 AWC

CU THHN COLORS: (RED, WHITE, GREEN)

JUNCTION BOX

[001 NOT TO SCALE

--+-- 1 1/4" PVC FOR

4/0 GROUND

CAD WELDED TO

TOWER LEG

ELEVATION

1" RGS THREADED

FOR OBSTRUCTION

,,,,.-- LIGHT (GFM)

/ INSTALLED BY

OTHERS

A . LEAVE 3' SLACK n

JUNCTION BOX,

,,,- SEE NOTE 3

TRANSITION FROM 1" PVC

,,,- TO 1" RGS. SUPPORT FROM

// TOE BOARD, MID-RAIL, AND TOP RAIL

/ WITH SS UBOL TS AND HARDWARE

STAINLESS STEEL

UNISTRUT FRAME

SEE NOTE 5-

2 JUNCTION BOX ELEVATIOI\I

[001 NOT TO SCALE

CONDUITS ARE INSIDE TOWER 1" PVC FOR (3) •10 AWG

l d ,/1 ; e.:t:===:::1

TOWER CONDUIT

NOT 10 SCALE

CU THHN COLORS: <RED, WHITE, GREEEN)

SUPPORTED EVERY 10'

SEE NOTE 10

STAINLESS STEEL STRUT

1 5/B"x 1 5/8" ATTACH TO

TOWER WITH BEAM CLAMPS

r-4/0 BARE

/ INSIDE 1 1/4" PVC

SCHED 80

ELEVATION

E001

JUNCTION BOX,

SfE NOTE 3

JUNCTION BOX

NOT TO SCALE

SEE NOTE 2

TYPICAL OFFSET

REQUIRED

4" PVC

CONDUITS

SECTION

-----3------

TOWER CONDUIT SECTION

NOT TO SCALE

4" NOMINAL

SCHEDULE 40 PVC-�

INTERMEDIATE CONDUIT SUPPORT

5 4 c,:1

SUPPORTED CONDUITS

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

FROM EACH 80)(

1 '1/4" PVC FOR

4/0 GROUND

<TYPICAL OF 2 EACH)

BEAM CLAMP

SS CLAMPS

AND STRUT

0 I C'

�---,I I I

NOTES

1 . THE 1 /2" HELIAX CABLE MUST 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 MUST BE COLD GALVANIZED.

3, INSTALL A 36"x 30"x 10" JUNCTION BOX (GFM ) ON TOP OF THE TOWER, ATTACH TO TOWER USING A STAJNLESS STEEL UNISTRUT (P1000l FRAME

AND STAINLESS STEEL BOLTS. VERIFIED BOX LOCATION WITH FAA RESIDENT ENGINEER.

4. JNSTALL 1 2 EACH 3/4" OJA WATER TIGHT STRAIN RELIEF CONNECTORS (GFMI

(T&B 2673) FOR CABLE INSTALLED BY OTHERS, IN THE BOTTOM OF THE TOP JUNCTION BOX,

5, INSTALL 2 EACH 3/4" DIA STRAIN RELIEF CONNECTOR (GFMl FOR THE THOMPSON 28R

FROM THE TOWER LOOP.

6, ALL CUT EDGES, CORNERS DRILLED HOLES AND OTHER ABRAJDED AREAS

COLD GALVANIZED.

7, FURNISH AND INSTALL 1 5/B"x 1 5/8" STAINLESS STEEL UNISTRUT 36" 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. INSTALL 1 3 EACH 7/8" HELIAX, ANDREW PIN AVA-5-5FX (GFMJ, SEE DETAIL

9/E001

8, NOT USED

9. FOR EACH TOWER INSTALL 2-#4/0 FROM COUNTERPOISE THROUGH 1 1/4" PVC AND CAD WELD

TO TOWER LEG ON OPPOSING LEGS,

10. INSTALL 1" PVC FROM FOUNDATION TO BASE OF TOWER CAGE, SUPPORTED EVERY 1 0'.

TRANSITION FROM 1 " PVC TO 1" RGS AT CAGE BASE. RGS IS SUPPORTED ON THE

TOP RAIL, MID RAIL, AND TOE BOARD WITH SS U-BOLTS. PULL IN (3) #10 AWG

FROM SHELTER TO TOP OF RGS (COLORS: RED, WHITE, GREEN )

SS UNISTRUT �

SS LOCKWASHERS \ AND NUTS

TOWER DIAGONAL

IJ.,,,----1/2" DIAMETER

HELIAX CABLE

SEE DET�L 9/EOD1

ss

PIPE CLAMP

,__ __ 4" DIAMETER

PVC SCH 40

CONDUIT SUPPORT SECTION

NOT TO SCALE

(6) 1/2"

HELIAX

CABLES

(6) 1/2"

HELIAX

CABLES

9 CONDUIT CABLE

[001 NOT ro SCALE

(3) •10 AWG

CU THHN

RED, WHITE, GREEN

SEE NOTE 10

FILL DIAGRAM

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