Attachment 1a-Drawings.pdf

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BUEC LOCATION

40° 03'48"N, 79° 15'41"W

DEPARTMENT OF TRANSPORTATION

FEDERAL AVIATION ADMINISTRATION

EASTERN SERVICE AREA

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BACK-UP EMERGENCY COMMUNICATIONS (BUEC)

TOWER REPLACEMENT AND UPGRADES

BAKERSVILLE, PENNSYLVANIA CAR1) D

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FOR OFFICIAL USE ONLY

PUBLIC AVAILABILITY TO BE DETERMINED UNDER 5 USC 552

04/08/2016 CONSTRUCTION, WR *14659 1003172 06/24/2015

REV

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DATE

DESCRIPTION

DEPARTMENT OF TRANSPORTATION

FEDERAL AVIATION ADMINISTRATION �

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DTFAEN-16-R-00130 Attachment 1a

Linda Hennequant Stamp for Specs

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DRAWING NUMBER

AR1-1003172-G001

AR1-1003172-G002

AR1-1003172-G003

AR1-1003172-C001

AR1-1003172-C002

AR1-1003172-C003

AR1-1003172-C004

AR1-1003172-C005

AR1-1003172-E001

AR1-1003172-E002

AR1-1003172-E003

AR1-1003172-0FP001

DRAWING LIST

DRAWING TITLE

COVER SHEET

INDEX SHEET

GENERAL NOTES

COAX CABLE INSTALLATION DRAWING

PROPOSED SITE PLAN

PLATFORM AND SWING ARM DETAILS

PLATFORM PLAN

FENCE DETAILS

ANTENNA PLATFORM JUNCTION BOX AND GROUND BAR DETAILS

SHELTER JUNCTION BOX DETAILS

LIGHTNING PROTECTION & GROUNDING DETAILS

EQUIPMENT ROOM LAYOUT

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AIR TO GROUND

ABOVE GROUND/GRADE LEVEL

APPROACH LIGHT SYSTEM

NAS IMPLEMENTATION (FAA)

AIR OPERATIONS AREA

AIRPORT REFERENCE POINT

AMERICAN WIRE GAUGE

ABBREVIATIONS

AUTOMATED WEATHER OBSERVATION SYSTEM (NWS)

BACKUP

BELOW GROUND/GRADE LEVEL

BUILDING

BARE SOLID COPPER

BACK-UP EMERGENCY COMMUNICATIONS

CONTROL

CONSTRUCTION ENGINEER/CIVIL ENGINEERING TECHNICIAN (TSSCJ

CENTERFIELD WIND

CONDUIT (DUCT)

CONTRACTING OFFICER (FAA)

CONTRACTING OFFICER'S TECHNICAL REPRESENTATIVE (FAA)

CENTRAL VERMONT PUBLIC SERVICE CORPORATION

DIRECT EARTH BURIAL

DIAMETER

DISCONNECT

DIMENSION

DISTANCE MEASURING EQUIPMENT

DME CORPORATION

DEPARTMENT OF TRANSPORTATION

DOUBLE POLE, SINGLE THROW

DATA PROCESSING UNIT

DISTRIBUTION UNIT

DOPPLER VOR

DRAWING

ENGINE GENERATOR

EARTH ELECTRODE SYSTEM

ELEVATION

ELECTRIC METALLIC TUBING

END OF RUNWAY

FEDERAL AVIATION ADMINISTRATION (US DOT)

FIXED BASE OPERATOR

FOUNDATION

FEDERAL HIGHWAY ADMINISTRATION (US DOT)

FOREIGN OBJECT DEBRIS

FAR SIDE

FEET

GENERAL AVIATION

GALVANIZED

GROUND FAULT CIRCUIT INTERRUPTER

GOVERNMENT FURNISHED MATERIAL

GROUND

GENERAL PURPOSE

GALVANIZED RIGID STEEL CONDUIT

HIGH STRENGTH

HIGH VOLTAGE

HEATING, VENTILATION, AND AIR CONDITIONING

INSTRUMENT LANDING SYSTEM

INCH

INSULATED

KILOVOLT

KILOVOLT AMPERE

LINK CONTROL UNIT (RMS)

LAMP HOUSING ASSEMBLY (PAPI, VASI)

LOW IMPACT RESISTANCE

LOCALIZER (!LS)

MEDIUM INTENSITY APPROACH LIGHTING SYSTEM

MALS WITH RUNWAY ALIGNMENT INDICATOR LIGHTS (MALS-RAIL)

MAXIMUM

MACHINE BOLT

MAST-ON-GROUND (L!Rl

MIDDLE MARKER ( !LS)

MULTI-POINT (GROUND)

MAST-ON-STAND (LIR)

MEAN SEA LEVEL

MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (FHA)

NEUTRAL

NOT APPLICABLE

NATIONAL AIRSPACE SYSTEM

NEW BEDFORD PANORAMICS CORPORATION

NON-DIRECTIONAL BEACON

NATIONAL ELECTRIC CODE

NOTICE TO AIRMEN

NEAR SIDE

NATIONAL WEATHER SERVICE

OBSTRUCTION

OMNI-DIRECTIONAL APPROACH LIGHT SYSTEM

OBJECT FREE AREA

OMNI-DIRECTIONAL RUNWAY END IDENTIFIER LIGHTS

POWER

PRECISION APPROACH PATH INDICATOR

PANEL

PAIR

PRIMARY

RUNWAY

RUNWAY ALIGNMENT INDICATOR LIGHTS

RADIO DETECTION AND RANGING

REMOTE CENTER AIR TO GROUND COMMUNICATIONS

REMOTE COMMUNICATIONS OUTLET

RESIDENT ENGINEER (FAA/TSSC)

RECEPTACLE

RUNWAY END IDENTIFIER LIGHTS

RUNWAY EDGE LIGHTS

REQUIRED

RADIO FREQUENCY

REMOTE MAINTENANCE MONITORING SYSTEM

REMOTE MONITORING SUBSYSTEM

REMOTE RADIO

REMOTE RADIO CONTROL SYSTEM

RUNWAY SAFETY AREA

REMOTE TRANSMITTER/RECEIVER

SIGNAL

SUBCONTRACTS ADMINISTRATOR (TSSC)

SCHEDULE

SECONDARY

SECURITY LIGHT

SYSTEM MANAGEMENT OFFICE (FAA)

SURGE PROTECTION DEVICE

SINGLE POLE, SINGLE THROW

STAINLESS STEEL

SYSTEM SUPPORT CENTER (FAA)

STATION

TELEPHONE

TAXIWAY

TACTICAL AIR NAVIGATION

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TAXIWAY EDGE LIGHTS

TELEPHONE COMPANY

THRESHOLD

TRIPLE POLE, SINGLE THROW

TAXIWAY SAFETY AREA

FAA TECHNICAL SUPPORT SERVICE CONTRACT (PARSONS)

TRANSIENT VOLTAGE SURGE PROTECTION

TYPICAL

UNINTERRUPTIBLE POWER SOURCE/SUPPLY

UNITED STATES

VOLT

VISUAL APPROACH SLOPE INDICATOR.

VERY HIGH FREQUENCY

VHF OMNI-DIRECTIONAL RANGE

VHF OMNI-DIRECTIONAL RANGE WITH TACAN

WITH

WILCOX CORPORATION (THALES)

WILCOX PART NUMBER (WILCOX CO)

WIND SOCK

TRANSFORMER

TRANSMITTER

SYMBOLS LEGEND

SUBTITLE REFERENCE

REFERENCE NUMBER/LETTER

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DRAWING PREFIXES

CXXX - CIVIL

EXXX - ELECTRICAL/ELECTRONIC

GXXX - GENERAL

DXXX - EQUIPMENT

SXXX - STRUCTURAL

FOR OFFICIAL USE ONLY

PUBLIC AVAILABILITY TO BE DETERMINED UNDER 5 USC 552

04/08/2016 CONSTRUCTION, WR •14.659 1003172 06/24/2015

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DATE DESCRIPTION JCN REDLINE

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DEPARTMENT OF TRANSPORTATION

FEDERAL AVIATION ADMINISTRATION

ATO - TECHNICAL OPERATIONS EASTERN SERVICE AREA

BUEC

TOWER REPLACEMENT AND UPGRADES

INDEX SHEET

BAKERSVILLE

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SUBMITTED BY

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PROJECT ENGINEER

DESIGNED ISSUED BY

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DATE 04/08/2016 IJCN 1003172

DRAWING NO REV

AR1-1003172-G002

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DTFAEN-16-R-00130 Attachment 1a

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GENERAL NOTES:

1. THIS DRAWING PACKAGE INDICATES WORK REQUIRED FOR THE TOWER REPLACEMENT

AND UPGRADES AT THE BACK-UP EMERGENCY COMMUNICATIONS (BUEC)

FACILITY IN BAKERSVILLE, NY.

2. SUBCONTRACTOR ACCESS ROUTES, STAGING AREAS, AND REGIONAL EMPLOYEE

PARKING AREAS SHALL BE APPROVED IN ADVANCE BY THE FAA.

3. WORK ASSOCIATED WITH THE BUEC FACILITY MAY REQUIRE A SHUTDOWN.

COORDINATE ALL BUEC RELATED ACTIVITIES AND REQUIRED SHUTDOWNS WITH

THE FAA SSC AT LEAST 48 HOURS IN ADVANCE,

4. THE SUBCONTRACTOR SHALL MAINTAIN A CLEAN WORK SITE, EQUIPMENT ANO

MATERIAL SHALL BE REMOVED FROM THE WORK SITE AT THE END OF EACH

WORK SHIFT. THE SUBCONTRACTOR SHALL KEEP THE WORK SITE FREE OF

CONSTRUCTION DEBRIS.

5. THE SUBCONTRACTOR SHALL STRICTLY COMPLY WITH ALL OSHA REGULATIONS

AT ALL TIMES, THE RE RESERVES THE RIGHT TO SUSPEND THE PROJECT

SHOULD HE OR SHE DETERMINE THAT AN UNSAFE CONDITION EXISTS.

6. THE SUBCONTRACTOR SHALL PROVIDE AND INSTALL ALL MATERIAL UNLESS

OTHERWISE INDICATED. THE SUBCONTRACTOR SHALL PROVIDE ALL LABOR,

EQUIPMENT, AND REQUIRED TEMPORARY POWER UNLESS OTHERWISE INDICATED,

, THE SUBCONTRACTOR SHALL BE RESPONSIBLE FOR ALL REQUIRED PERMITS.

7. THE SUBCONTRACTOR SHALL LEGALLY DISPOSE OF ALL MATERIAL AND

EQUIPMENT NOT RETURNED TO OR RETAINED BY THE FAA.

8. IF CONDITIONS ARE DIFFERENT THAN THOSE INDICATED IN THE DRAWINGS

OR SPECIFICATIONS, THE SUBCONTRACTOR SHALL CONTACT THE SUBCONTRACT

ADMINISTRATOR (SA) PRIOR TO PROCEEDING WITH CONSTRUCTION.

SITE WORK:

1. NOT USED

2. ALL DIMENSIONS, ELEVATIONS, CONTOURS, AND HEIGHTS INDICATED ARE

APPROXIMATE AND SHALL BE VERIFIED IN THE FIELD BY THE SUBCONTRACTOR.

3. EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. OTHER UTILITIES

MAY NOT BE SHOWN. THE SUBCONTRACTOR SHALL FIELD LOCATE ALL SUBSURFACE

UTILITIES PRIOR TO ANY EXCAVATION. FORTY-EIGHT (48) HOUR <MINIMUM)

NOTICE BY THE CONTRACTOR TO THE RE, AND THE FAA SSC IS REQUIRED

FOR ALL UTILITY MARKING AND/OR FACILITY SHUTDOWNS.

4. THE SUBCONTRACTOR SHALL BE PREPARED TO IMMEDIATELY REPAIR ANY

UTILITIES DAMAGED DURING EXCAVATION OPERATIONS AND SHALL CONDUCT

ALL SUCH REPAIRS AT SUBCONTRACTOR EXPENSE.

5, ALL UNDERGROUND CABLE SHALL BE IN CONDUIT EXCEPT FOR BARE COPPER

GROUND CABLE, GUARD WIRE, COUNTERPOISE, AND WHERE OTHERWISE

INDICATED. UNDERGROUND CONDUIT SHALL BE 24 INCHES (MINIMUM) BELOW

GRADE EXCEPT WHEN INTERFACING HANOHOLE ENTRANCES OR EXISTING

CONDUIT AT OTHER DEPTHS OR WHERE OTHERWISE INDICATED. UNDERGROUND

CONDUIT SHALL BE GALVANIZED RIGID STEEL CONDUIT (GRSC) EXCEPT

WHERE OTHERWISE INDICATED. GRSC FITTINGS SHALL BE THREADED TYPE.

EXPOSED THREADS SHALL BE SEALED WITH AN APPROVED SEALANT, PRIOR

TO BACKFILL OPERATIONS, TO PREVENT CORROSION. CONDUITS SHALL

BE CLEANED OF DEBRIS, AND A NYLON PULL WIRE SHALL BE INSTALLED

IN ALL CONDUITS.

6. ALL EXTERIOR CONDUITS ENTERING BUILDINGS (EXCEPT THOSE WITH

GROUNDING CONDUCTORS ONLY) SHALL HAVE EXPANSION COUPLINGS. AN

APPROVED GROUND JUMPER SHALL BE INSTALLED BETWEEN METALLIC

CONDUIT ON EACH SIDE OF COUPLING UNLESS COUPLING JS INTERNALLY

GROUNDED.

7. CONCRETE CABLE/DUCT MARKERS SHALL BE INSTALLED WHERE INDICATED

ON THE DRAWINGS AND BY THE RE. CABLE/DUCT MARKERS SHALL BE

PIGMENTED ORANGE AND SHALL NOT EXTEND MORE THAN 1 INCH ABOVE

FINAL GRADE,

8. BACKFILL FOR CABLE OR DUCT TRENCHES OR FOR OTHER EXCAVATIONS

SHALL BE PLACED IN LAYERS NOT EXCEEDING 8 INCHES, AND EACH LAYER

SHALL BE THOROUGHLY COMPACTED TO WITHIN 95% OF MAXIMUM DENSITY

OF OPTIMUM MOISTURE CONTENT IN ACCORDANCE WITH AASHTO T-180.

WHERE FILL IS REQUIRED IN THE RUNWAY/TAXIWAY SAFETY AREA,

WORK SHALL COMPLY WITH FAA AC 150/5370-10. IF REQUIRED, THE

SUBCONTRACTOR SHALL ARRANGE FOR AN INDEPENDENT FIELD TEST TO

VERIFY PROPER COMPACTION.

9. THE EXISTING GRADE SURROUNDING FOUNDATION OR TRENCH WORK SHALL

BE STABILIZED AND PROTECTED FROM EROSION DURING AND IMMEDIATELY

AFTER COMPLETION OF THE FOUNDATION OR CONDUIT INSTALLATION AND

ALL REQUIRED EXCAVATION AND BACKFILL.

10. ALL DISTURBED AREAS SHALL BE RESTORED TO PRIOR CONDITION AT A

MINIMUM. FINAL CONDITION SHALL BE APPROVED BY THE FAA.

11, ALL EXCAVATIONS WITHIN 10' OF BUEC SHELTER SHALL BE PERFORMED

BY HANO.

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TOWER DESIGN, FABRICATION, AND INSTALLATION:

2.

THE TOWER PLATFORM FURNISHED BY THE SUBCONTRACTOR SHALL BE COMPLETE IN

ACCORDANCE WITH ALL SPECIFICATION REQUIREMENTS INCLUDING STRUCTURAL

BOLTS, AND ALL OTHER HARDWARE ESSENTIAL FOR ERECTING THE TOWER. THE

SUBCONTRACTOR SHALL PROVIDE ALL MATERIALS, SUPPLIES, EQUIPMENT, AND

SERVICES NECESSARY TO DESIGN, FABRICATE, DELIVER, AND ERECT EACH TOWER.

THE TOWER SHALL BE SELF-SUPPORTING TYPE WITH A PLATFORM AT THE

TOP FOR MOUNTING AND SERVICING ANTENNAS. THE TOWER SHALL BE

DESIGNED TO BE SHIPPED KNOCKED DOWN AND TO BE ERECTED IN THE

FIELD USING STRUCTURAL BOLTS ONLY.

3. THE TOWER PLATFORM SHALL PERMIT INSTALLATION OF VIV DOUBLE STACK

ANTENNAS. ACCESS TO THE PLATFORM SHALL BE EQUIPPED WITH AN OSHA

APPROVED CLIMBING LADDER WITH 3/4" MINIMUM DIAMETER RUNGS (OR OSHA

REQUIREMENT), WHICHEVER IS LARGER, THE PLATFORM SHALL BE CONSTRUCTED OF

ANGLE FRAMING MEMBERS AND THE FLOOR SHALL BE FABRICATED FROM BAR

TYPE GRATING, SERRATED 1" X 3/16" BEARING BARS MINIMUM, 1 3/16" ON

CENTER, REGULAR CROSS BARS SPACED 2" ON CENTER. THE FLOOR SHALL BE

SECURED TO THE FRAMING. THE PLATFORM SHALL BE PROVIDED WITH A GUARD

RAIL SYSTEM, COMPOSED OF VERTICAL POSTS WITH TOP AND INTERMEDIATE RAIL

COMPONENTS LOCATED 42 INCHES AND 21 INCHES, RESPECTIVELY, ABOVE THE

PLATFORM FLOOR. A 4 INCH HIGH TOE-BOARD SHALL BE ATTACHED TO THE BASE

OF THE RAIL POST. THE PERIMETER FRAMING MEMBERS SHALL SUPPORT THE RAIL

AS WELL AS THE REQUIRED ANTENNA MOUNTING BRACKETS.

4. THE TOWERS SHALL BE DESIGNED FOR A WINO LOAD PER ANSI STANDARD

TIA-222-G TO SUPPORT THE PLATFORM WITH A 42 INCH HANDRAIL PLUS

THE FOLLOWING:

A. SIX (6) VHF/VHF DOUBLE STACK ANTENNAS, MOUNTED OUTSIDE THE

PLATFORM HANDRAIL ON SWING ARMS.

B. ONE JUNCTION BOX MOUNTED ON THE PLATFORM HANDRAIL.

C. TWELVE ANTENNA CABLES, EACH 1 INCH DIAMETER, ROUTED UP ONE

SIDE OF THE TOWER,

5. ALL BOLTS FOR STRUCTURAL JOINTS SHALL BE HIGH STRENGTH PER

ASTM A-325. ALL NUTS SHALL HAVE A JAM NUT BENEATH THE FULL

NUT. SELF-LOCKING NUTS INTENDED FOR USE ON EXTERIOR BOLTED

CONNECTIONS MAY BE SUBMITTED FOR APPROVAL.

6, THE SUBCONTRACTOR SHALL SUBMIT DETAILED DESIGN, FABRICATION, AND

ERECTION DRAWINGS FOR THE TOWERS. THE DRAWINGS AND CALCULATIONS

SHALL BE IN ACCORDANCE WITH ESTABLISHED ENGINEERING PRACTICE AND

THE AC!, AISC, AISI, OR EIA SPECIFICATIONS AS APPLICABLE. DESIGN

DRAWINGS SHALL SHOW CONTROL DIMENSIONS, MEMBER SIZES, AND OTHER

DETAILS NECESSARY FOR THE DEVELOPMENT OF SHOP AND ERECTION

DRAWINGS. ERECTION DRAWINGS SHALL INDICATE ANCHOR BOLTS, MEMBER

LOCATION, BOLT SIZES AND NUMBER AND ALL OTHER INFORMATION TO

CLEARLY DEPICT REQUIREMENTS FOR FIELD ERECTION. A PARTS LIST

SHOWING THE MEMBER NUMBER, SIZE, AND LENGTH SHALL BE PROVIDED

IN THE ERECTION DRAWINGS.

7. TOWER FABRICATION SHALL BE IN ACCORDANCE WITH THE AJSC AND THE

SPECIFICATIONS. MEMBERS SHALL HAVE NO SHARP EDGES WHICH WILL BE

HAZARDOUS DURING HANDLING OR OTHER IRREGULARITIES WHICH WILL

INTERFERE WITH ERECTION. THE SUBCONTRACTOR SHALL BE RESPONSIBLE

FOR CORRECTIONS OF ALL FABRICATION ERRORS AND CORRECT FITTING

OF THE FABRICATED MEMBERS. EACH SEPARATE MEMBER, EXCEPT BOLTS,

WASHERS, AND SIMILAR ITEMS SHALL BE CLEARLY MARKED AS PER THE

ERECTION DRAWINGS.

8. TOWER PLATFORM SHALL BE FULLY GRATED.

9. FINAL TOWER DESIGN SHALL BE 100% STRUCTURALLY ANALYZED AND STAMPED

APPROVED BY A LICENSED PROFESSIONAL ENGINEER WITHIN THE CONTINENTAL

U.S. THE TOWER SHALL BE ANALYZED IN ITS ENTIRETY, INCLUDING, BUT

NOT LIMITED TO; PLATFORM, SWING ARMS, ANTENNA MOUNTS, JUNCTION

BOXES, WAVEGUIDE LADDER AND CABLES, ANTENNAS, CLIMBING LADDER, AND

CONDUITS, INCLUSIVE OF ALL APPURTENANCE LOADINGS, ETC. THE ANTENNA

MOUNTS AND SWING ARM DESIGN SHALL BE ANALYZED AND STAMPED APPROVED

TO SUPPORT DOUBLE VIV TACO ANTENNAS.

10. PROVIDE 'APPROVED' DETAILED TOWER DESIGN/MANUFACTURER SHOP DRAWINGS

TO TOWER P.E. FOR STRUCTURAL ANALYSIS.

ELECTRICAL WORK:

1. ALL ELECTRICAL WORK SHALL CONFORM TO FAA-C-1217F AND FAA-C-1391C

SPECIFICATIONS AND IN NO CASE SHALL VIOLATE THE NATIONAL ELECTRIC

CODE (NFPA 70, NEC).

2. THE SUBCONTRACTOR SHALL MAKE ALL POWER AND GROUND TERMINATIONS. COAX

CABLE AND CONNECTORS PROVIDED AND INSTALLED BY SUBCONTRACTOR. ALL

FLEXIBLE LJQUJDTIGHT CONDUIT SHALL BE PLASTIC PVC LIQUID TIGHT TYPE.

ALL CONTROL/DATA CABLE SHALL BE TWISTED, INDIVIDUALLY SHIELDED.

3. ALL CIRCUITS SHALL HAVE INDIVIDUAL NEUTRAL AND GROUNDING CONDUCTORS;

NO SHARED NEUTRALS OR GROUNDS WILL BE PERMITTED.

4. NEUTRAL CONDUCTORS SHALL REMAIN ISOLATED FROM GROUND IN ALL LOCATIONS

EXCEPT AT POWER SERVICE ENTRANCE. WHERE POSSIBLE, POWER CABLES AND

CONTROL/DATA CABLES SHALL RUN IN CONDUIT INDEPENDENT OF EACH OTHER.

SEPARATE POWER AND CONTROL/DATA CABLES IN COMMON HANDHOLES, ENCLOSURES,

AND SHELTER SQUARE DUCT WIREWAY.

5. ALL CABLES SHALL BE PROPERLY COLOR CODED AND PERMANENTLY LABELED AT

EACH END AND IN EACH HANDHOLE. ALL CABLES IN HANDHOLES SHALL BE LOOPED

AROUND SEVERAL TIMES.

ELECTRICAL GROUNDING:

1. GROUNDING AND LIGHTNING PROTECTION SHALL MEET FAA STANDARD 019E,

"LIGHTNING PROTECTION, GROUNDING, BONDING AND SHIELDING REQUIREMENTS

FOR FACILITIES".

2. ALL GROUND RODS SHALL BE COPPER CLAD STEEL, 3/4 INCH DIAMETER AND

10 FEET LONG, GROUND RODS SHALL BE DRIVEN SUCH THAT THE TOP OF ROD

IS NO LESS THAN 12 INCHES BELOW GRADE,

3. ALL UNDERGROUND GROUND CONNECTIONS SHALL BE EXOTHERMICALLY WELDED

UNLESS OTHERWISE INDICATED.

4.

5.

6.

ALL UNDERGROUND GRSC SHALL BE BONDED BY A #4/0 AWG BARE COPPER GROUND,

EXOTHERMICALLY WELDED TO THE CONDUIT, THE GROUNDING COUNTERPOISE,

AND/OR GROUND ROD AT EACH END.

UNDERGROUND GROUNDING CONDUCTORS SHALL BE 24 INCHES (MINIMUM) BELOW

GRADE EXCEPT AT GROUND RODS AND AS OTHERWISE INDICATED.

ADDITIONAL GROUNDING NOTES ON DRAWING AR1-1003172-E003.

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STRUCTURAL STEEL & WELDING:

2.

ALL STRUCTURAL STEEL SHALL BE DETAILED, FABRICATED, AND ERECTED IN ACCORDANCE WITH THE 13TH EDITION OF AISC "SPECIFICATION FOR DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS".

ALL STRUCTURAL STEEL SHALL BE HOT DIP GALVANIZED IN ACCORDANCE WITH ASTM STANDARD

ARE USED, THE HOT DIP GALVANIZING SHALL ALSO BE PROVIDED ON THE INSIDE SURFACES.

AFTER FABRICATION. TOUCH UP IN THE FIELD WITH TNEME-ZINC #90-97 URETHANE ORGANIC

IN ACCORDANCE WITH MANUFACTURER'S WRITTEN INSTRUCTIONS.

A123. IF HSS OR TUBE SECTIONS

THE GALVANIZING SHALL BE APPLIED

ZINC RICH PRIMER. PREPARE SURFACE

3. STRUCTURAL STEEL FOR WIDE FLANGE, PLATES, ANGLES, AND CHANNELS SHALL CONFORM TO ASTM A36, EXCEPT AS OTHERWISE NOTED.

4, STRUCTURAL STEEL HSS ROUND OR RECTANGULAR SHAPES SHALL CONFORM TO ASTM A500, GRADE B, SEAMLESS, EXCEPT AS OTHERWISE

NOTED.

FOUNDATION WORK:

1. ANCHOR BOLTS SHALL BE HD GALVANIZED IN ACCORDANCE WITH ASTM A153 AND MEET OR EXCEED THE REQUIREMENTS OF ASTM F1554-S2, S5 GRADE 105 AND SHALL BE TIGHTENED TO A SNUG TIGHT CONDITION (FULL EFFORT OF A MAN USING AN ORDINARY

SPUD WRENCH).

2. NUT LOCKING DEVICE SHALL BE INSTALLED ON ANCHOR BOLTS.

3, ALL ANCHOR BOLTS SHALL BE SET BY TEMPLATE BEFORE THE CONCRETE IS PLACED.

4, CONCRETE CONSTRUCTION SHALL CONFORM TO THE LATEST EDITION OF AC! 301 AND AC! 318. ALL CAST-IN-PLACE STRUCTURAL CONCRETE SHALL BE IN ACCORDANCE WITH AC! AND SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF F'C=4000 PSI AT 28

DAYS (NORMAL WEIGHT), OR AS SPECIFIED BY TOWER MANUFACTURER DESIGN.

5. REINFORCING STEEL- ALL DETAILING, FABRICATION, AND ERECTION OF REINFORCING BARS, UNLESS NOTED OTHERWISE, SHALL BE IN ACCORDANCE WITH THE MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES (AC! 315), LATEST EDITION. ALL REINFORCEMENT SHALL BE NEW BILLET STEEL, DEFORMED BARS, CONFORMING TO ASTM A615, GRADE 60 WITH A MINIMUM YIELD STRENGTH OF Fy=60,000 PSI. SPLICES IN REINFORCEMENT SHALL NOT BE ALLOWED UNLESS OTHERWISE INDICATED.

6. EXPOSED EDGES OF CONCRETE SHALL HAVE 1" CHAMFER.

7. TOP OF FOUNDATION EXPOSED TO WEATHER SHALL BE SLOPED FROM THE CENTER OF THE OUTSIDE EDGE OF A MINIMUM OF 1/4" PER

FOOT, PROVIDE A FLOATED FINISH.

8. CONCRETE SHALL BE PLACED AGAINST UNDISTURBED SOIL WHEN FOUNDATION IS BEARING ON SOIL.

9. CONCRETE SHALL BE PLACED IN A MANNER THAT WILL PREVENT SEGREGATION OF CONCRETE MATERIALS AND OTHER OCCURRENCES WHICH

MAY DECREASE THE STRENGTH OR DURABILITY OF THE FOUNDATION.

10. WELDING IS PROHIBITED ON REINFORCING STEEL AND EMBEDMENT.

11. MAXIMUM AGGREGATE SIZE SHALL NOT EXCEED 3/4".

12. THE TOWER FOUNDATION DESIGN SHALL BE DESIGNED AND STAMPED BY A PROFESSIONAL ENGINEER LICENSED WITHIN THE STATE WHERE THE TOWER IS TO BE ERECTED. FOUNDATION DESIGN SHALL BE BASED ON FINAL APPROVED TOWER DESIGN ANO SOIL BORINGS DATA.

13. CONCRETE FOUNDATION SHALL BE FULLY 'FORMED' WITH APPROVED, CLEAN, STRUCTURALLY SOUND FORMS; BOTH ABOVE AND BELOW GRADE.

14. CONCRETE FOUNDATION SHALL BE ALLOWED TO CURE FOR A MINIMUM OF '7' DAYS PRIOR TO THE COMMENCEMENT OF TOWER ERECTION.

REFER TO SPECIFICATIONS FOR PROPER CURING CONDITIONS.

PLATFORM AND LADDER WORK:

1. ALL WORK SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF THE STANDARD BUILDING CODE, OCCUPATIONAL SAFETY

AND HEALTH REGULATIONS, AND LOCAL AUTHORITY HAVING JURISDICTION.

2. · DESIGN LIVE LOADS: UNIFORM LIVE LOAD 50 PSF, CONCENTRATED LIVE LOAD 500 LBS.

3. SHOP DRAWINGS FOR PLATFORMS, INCLUDING FRAMING MEMBERS, BEAMS COLUMNS, CONNECTIONS, ANCHORAGE, DECK MATERIALS, TREADS, PENETRATIONS, AND RAILING SHALL BE SUBMITTED TO THE ENGINEER AND A STAMPED APPROVAL RECEIVED BEFORE FABRICATION CAN PROCEED. ERECTIONS SHALL BE MADE FROM APPROVED SHOP DRAWINGS ONLY.

4. ALL WORK SHALL CONFORM TO THE DRAWINGS AND SPECIFICATIONS AND SHALL COMPLY WITH APPLICABLE CODES AND REGULATIONS, ALL CODES AND STANDARDS HEREIN REFERENCED SHALL BE LATEST EDITION, UNLESS OTHERWISE NOTED.

5. ALL SHOP CONNECTIONS THAT ARE TO BE WELDED SHALL BE ROUND SMOOTH. PLATFORMS SHALL BE SHIPPED TO THE SITE

IN THE LARGEST PRACTICAL PIECES TO MINIMIZE FJELD CONNECTIONS.

6. WELDED CONSTRUCTION SHALL COMPLY WITH AWS STRUCTURAL WELDING CODE 01.1 FOR PROCEDURE, APPEARANCE, AND

QUALITY OF WELDS AND WELDING METHODS, AND FOR CORRECTING WELDED WORK.

7. COORDINATE ALL PLATFORMS WITH CERTIFIED VENDOR EQUIPMENT DRAWINGS.

8. ALL HANDRAIL TUBING TO BE 1 1/2" DIA SCHEDULE 40 MINIMUM, AND SHALL HAVE Fy=41,000 PSI MINIMUM. ALL

VISIBLE WELDS TO BE GROUND SMOOTH.

FOR OFFICIAL USE ONLY

PUBLIC AVAILABILITY TO BE DETERMINED UNDER 5 USC 5 52

04/08/2016 CONSTRUCTION, WR •14659 1003172 0 6/24/2015

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DATE DESCRIPTION JCN REDLINE

DATE Af'VD B

DEPARTMENT OF TRANSPORTATION

FEDERAL AVIATION ADMINISTRATION

ATO - TECHNICAL OPERATIONS EASTERN SERVICE AREA

BUEC

TOWER REPLACEMENT AND UPGRADES

GENERAL NOTES

BAKERSVILLE

REVIEWED BY SUBMITTED BY

J.TIMONY

PROJECT ENGINEER

DESIGNED ISSUED BY

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INSTALL 36 "W X 36 "H X 12 "D

JUNCTION BOX. SECURE TO TOWER

RAILING WITH STRUT (HOFFMAN

A36H3612GQRLP-WITH BACKING PLATE).

SECURE TWELVE 7/B" COAX CABLES TO

WAVEGUIDE LADDER EVERY 3' MINIMUM

USING SITE PRO 1 TRUE-GRIP HANGERS

(#78SH-3 ).

INSTALL 12, 7/8" COAX CABLES

(ANDREW P/N: AVA5-50FXl

FROM TOWER JUNCTION BOX GNO BAR

TO SHELTER SURGE PROTECTORS.

INSTALL 24" WIDE ICE BRIDGE KIT<Sl

WITH TRAPEZES, SITE PRO 1-IB24D-Z

WITH APPLICABLE SS TRUE-GRIP SNAP-IN

HANGERS (78SH-3) SIZED FOR DISTANCE

BETWEEN SHELTER AND TOWER. INSTALL

PER MANUFACTURER'S SPEC.

APPROX 45'

T

INSTALL 1" GRSC WITH 3, #12 THWN

FROM SHELTER AC PANEL TO PLATFORM

OB-LIGHT ATTACHED TO CABLE TRAPEZE.

pp

ICE BRIDGE SUPPORT POST,

EVERY 10 FEET MINIMUM, OR

LESS PER MANUFACTURERS

RECOMMENDATION

A SITE ELEVATION

C001 NOT TO SCALE

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PROVIDE AND INSTALL

COAX CABLE WALL FEED

THROUGH PLATE WITH

FOUR. 4" HOLES;

ANDREW PIN: 204673-4

4, 4"-HOLE ENTRY BOOTS

FOR 7/8" HELIAX CABLE,

ANDREW P/N: SEC-378

PLUG EMPTY HOLES WITH

APPROVED PLUGS --�

EXACT HEIGHT AND LOCATION _J--------

TO BE DETERMINED IN FIELD,

SEAL ANY EMPTY OPENINGS

INSTALL #4/0 AWG INSULATED

CABLE (GREEN W/ RED TRACER)

CONNECTED TO SURGE PROT'N

GROUND PLATE WITH 2-HOLE

COMPRESSION LUG AND

EXOTHERMICALLY WELDED

TO COUNTERPOISE THROUGH

LB AND CONDUIT ON EXTERIOR

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CAD-WELD

NEW SCH 40 PVC

LB AND CONDUIT

FOR #4/0 GROUND CABLE

FROM INTERIOR JUNCTION

BOX GROUND BAR

EES COUNTERPOISE - EXISTING

2 1

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BUEC SHELTER REAR ELEVATION

NOT TO SCALE

NOTES:

1 , 12, 7/8" HELIAX CABLES CAVA5-50FXl FROM THE SHELTER SURGE PROTECTORS

TO THE PLATFORM J-BOX GROUND BARS (APPROX 1600 LF TOTAL OF HELIAX

CABLE - FIELD VERIFY), CABLES ARE TERMINATED WITH N-MALE

CONNECTORS AT BOTH ENDS.

2, PROVIDE A WAVEGUIDE LADDER TO SUPPORT THE TWELVE 7/8" HELIAX CABLES,

VERTICALLY MOUNTED TO TOWER, THE WAVEGUIDE LADDER SHALL BE DESIGNED

WITH PREDRILLED HOLES, SPACED EVENLY, THE WAVEGUIDE SHALL BE DESIGNED

TO ACCEPT SITE PRO 1 "TRUE-GRIP SNAP-IN" HANGERS (#78SH-3) TO SECURE

THE HELIAX CABLES. THE WAVEGUIDE LADDER WILL SUPPORT THE HELIAX

CABLES AS THEY TRANSITION FROM THE HORIZONTAL CABLE ICE TRAY VERTICALLY

UP THE FULL TOWER HEIGHT TO THE JUNCTION BOX.

3, ALL UNDERGROUND GROUNDING CONDUCTOR CONNECTIONS ARE EXOTHERMICALLY

WELDED UNLESS OTHERWISE INDICATED.

4, WAVEGUIDE HORIZONTAL CABLE SUPPORTS SHALL BE SPACED AT 3 FEET INTERVALS

FOR THE FULL HEIGHT OF TOWER,

FOR OFFICIAL USE ONLY

PUBLIC AVAILABILITY TO BE DETERMINED UNDER 5 USC 552

04/08/2016 CONSTRUCTION, WR •14659 1003172 06/24/2015

D

C

REV APPROVED

DATE

DESCRIPTION JCN REDLINE

DATE APVD B

DEPARTMENT OF TRANSPORTATION

FEDERAL AVIATION ADMINISTRATION

ATO - TECHNICAL OPERATIONS EASTERN SERVICE AREA

BUEC

TOWER REPLACEMENT AND UPGRADES

COAX CABLE INSTALLATION DRAWING

BAKERSVILLE PA

REVIEWED BY APPROVED BY

PROJECT ENGINEER MGR: ENGINEERING - CENTER C

DESIGNED ISSUED BY D ATE

04/08/2016 JCN 1003172

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