BOS RTR-2016-final cnstrct drwgs.pdf

FEDERAL AVIATION ADMINISTRATION

DEPARTMENT OF TRANSPORTATION

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JT 08/01/2016 501665

04/08/201650166508/01/2016

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ENGINEERING SERVICES

COMMUNICATIONS

RTR

COVER SHEET

BOSTON

M. GORDONJ. TIMONY

PROJECT ENGINEER MGR: ENGINEERING CENTER

BOS-501665-G001

CONSTRUCTION, WR #15433

b o s g .d g n

THIS DRAWING PRODUCED ON NEW ENGLAND REGION MICROSTATION SYSTEM

ATO - TECHNICAL OPERATIONS EASTERN SERVICE AREA

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BOSTON, MASSACHUSETTS

EDWARD LAWRENCE LOGAN INTERNATIONAL AIRPORT

BOSTON STANDBY - RTR (RT) PROJECT

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BOS RTRA - STANDBY TRANSMITTER SITE

BOS-501665-S001

BOS-501665-E003

BOS-501665-E001

BOS-501665-Q006

BOS-501665-Q005

BOS-501665-Q004

BOS-501665-Q003

BOS-501665-Q002

BOS-501665-Q001

BOS-501665-C003

BOS-501665-C002

BOS-501665-C001

BOS-501665-A005

BOS-501665-A004

BOS-501665-A003

BOS-501665-A002

BOS-501665-A001

BOS-501665-G003

BOS-501665-G002

BOS-501665-G001

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PLATFORM LAYOUT

ELECTRICAL ONE LINE DIAGRAM

GROUNDING AND LIGHTNING PROTECTION PLAN

EQUIPMENT SHELTER AND ANTENNA TOWER

MF-RVR FIBER PATCH PANEL 2 (FPP-2) CONNECTION DETAIL

MF-RVR FIBER PATCH PANEL 1 (FPP-1) CONNECTION DETAIL

RTR FIBER PATCH PANEL 2 (FPP-2) CONNECTION DETAIL

RTR FIBER PATCH PANEL 1 (FPP-1) CONNECTION DETAIL

SHELTER JUNCTION BOX

ANTENNA JUNCTION BOX

TRENCH AND DUCT DETAILS

PROPOSED SITE PLAN

OVERALL SITE PLAN

RTR SHELTER CABLE TRAY/DUCT PLAN

RTR SHELTER - EXTERIOR ELEVATIONS

RTR SHELTER - INTERIOR ELEVATIONS

SHELTER AND TOWER - PLAN

SHELTER AND TOWER - ELEVATION

GENERAL NOTES (SHEET 2 OF 2)

GENERAL NOTES (SHEET 1 OF 2)

COVER SHEET

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SHEET 1 OF 2

GENERAL NOTES

BOS-501665-G002

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ELECTRICAL WORK:

TOWER DESIGN, FABRICATION, AND INSTALLATION:

ELECTRICAL GROUNDING:

SITE WORK:

NOTED.

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

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

IN ACCORDANCE WITH MANUFACTURER’S WRITTEN INSTRUCTIONS.

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

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

2. ALL STRUCTURAL STEEL SHALL BE HOT DIP GALVANIZED IN ACCORDANCE WITH ASTM STANDARD A123. IF HSS OR TUBE SECTIONS

"SPECIFICATION FOR DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS".

1. ALL STRUCTURAL STEEL SHALL BE DETAILED, FABRICATED, AND ERECTED IN ACCORDANCE WITH THE 13TH EDITION OF AISC

STRUCTURAL STEEL & WELDING:

FOUNDATION WORK:

REFER TO SPECIFICATIONS FOR PROPER CURING CONDITIONS.

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

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

THE TOWER IS TO BE ERECTED. FOUNDATION DESIGN SHALL BE BASED ON FINAL APPROVED TOWER DESIGN AND SOIL BORINGS DATA.

12. THE TOWER FOUNDATION DESIGN SHALL BE DESIGNED AND STAMPED BY A PROFESSIONAL ENGINEER LICENSED WITHIN THE STATE WHERE

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

10. WELDING IS PROHIBITED ON REINFORCING STEEL AND EMBEDMENT.

MAY DECREASE THE STRENGTH OR DURABILITY OF THE FOUNDATION.

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

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

FOOT, PROVIDE A FLOATED FINISH.

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

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

MINIMUM YIELD STRENGTH OF Fy=60,000 PSI. SPLICES IN REINFORCEMENT SHALL NOT BE ALLOWED UNLESS OTHERWISE INDICATED.

EDITION. ALL REINFORCEMENT SHALL BE NEW BILLET STEEL, DEFORMED BARS, CONFORMING TO ASTM A615, GRADE 60 WITH A

IN ACCORDANCE WITH THE MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES (ACI 315), LATEST

5. REINFORCING STEEL- ALL DETAILING, FABRICATION, AND ERECTION OF REINFORCING BARS, UNLESS NOTED OTHERWISE, SHALL BE

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

CONCRETE SHALL BE IN ACCORDANCE WITH ACI AND SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF F’C=4000 PSI AT 28

4. CONCRETE CONSTRUCTION SHALL CONFORM TO THE LATEST EDITION OF ACI 301 AND ACI 318. ALL CAST-IN-PLACE STRUCTURAL

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

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

SPUD WRENCH).

F1554-S2, S5 GRADE 105 AND SHALL BE TIGHTENED TO A SNUG TIGHT CONDITION (FULL EFFORT OF A MAN USING AN ORDINARY

1. ANCHOR BOLTS SHALL BE HD GALVANIZED IN ACCORDANCE WITH ASTM A153 AND MEET OR EXCEED THE REQUIREMENTS OF ASTM

VISIBLE WELDS TO BE GROUND SMOOTH.

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

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

6. WELDED CONSTRUCTION SHALL COMPLY WITH AWS STRUCTURAL WELDING CODE D1.1 FOR PROCEDURE, APPEARANCE, AND

IN THE LARGEST PRACTICAL PIECES TO MINIMIZE FIELD CONNECTIONS.

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

REGULATIONS. ALL CODES AND STANDARDS HEREIN REFERENCED SHALL BE LATEST EDITION, UNLESS OTHERWISE NOTED.

4. ALL WORK SHALL CONFORM TO THE DRAWINGS AND SPECIFICATIONS AND SHALL COMPLY WITH APPLICABLE CODES AND

RECEIVED BEFORE FABRICATION CAN PROCEED. ERECTIONS SHALL BE MADE FROM APPROVED SHOP DRAWINGS ONLY.

MATERIALS, TREADS, PENETRATIONS, AND RAILING SHALL BE SUBMITTED TO THE ENGINEER AND A STAMPED APPROVAL

3. SHOP DRAWINGS FOR PLATFORMS, INCLUDING FRAMING MEMBERS, BEAMS COLUMNS, CONNECTIONS, ANCHORAGE, DECK

2. DESIGN LIVE LOADS: UNIFORM LIVE LOAD 30 PSF, CONCENTRATED LIVE LOAD 300 LBS.

AND HEALTH REGULATIONS, AND LOCAL AUTHORITY HAVING JURISDICTION.

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

PLATFORM AND STAIRWAY WORK:

6. ADDITIONAL GROUNDING NOTES ON DRAWING BOS-501665-E001.

GRADE EXCEPT AT GROUND RODS AND AS OTHERWISE INDICATED.

5. UNDERGROUND GROUNDING CONDUCTORS SHALL BE 24 INCHES (MINIMUM) BELOW

AND/OR GROUND ROD AT EACH END.

EXOTHERMICALLY WELDED TO THE CONDUIT, THE GROUNDING COUNTERPOISE,

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

UNLESS OTHERWISE INDICATED.

3. ALL UNDERGROUND GROUND CONNECTIONS SHALL BE EXOTHERMICALLY WELDED

IS NO LESS THAN 12 INCHES BELOW GRADE.

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

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

FOR FACILITIES".

"LIGHTNING PROTECTION, GROUNDING, BONDING AND SHIELDING REQUIREMENTS

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

AROUND SEVERAL TIMES.

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

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

AND SHELTER SQUARE DUCT WIREWAY.

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

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

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

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

NO SHARED NEUTRALS OR GROUNDS WILL BE PERMITTED.

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

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

FLEXIBLE LIQUIDTIGHT CONDUIT SHALL BE PLASTIC PVC LIQUID TIGHT TYPE.

CABLE AND CONNECTORS PROVIDED AND INSTALLED BY SUBCONTRACTOR. ALL

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

AND IN NO CASE SHALL VIOLATE THE NATIONAL ELECTRIC CODE (NFPA 70, NEC).

1. ALL ELECTRICAL WORK SHALL CONFORM TO FAA-C-1217G SPECIFICATION

BOS RTRA - STANDBY TRANSMITTER SITE

PERFORMED BY HAND.

11. ALL EXCAVATIONS WITHIN 10’ OR LESS OF KNOWN UTILITIES SHALL BE

MINIMUM. FINAL CONDITION SHALL BE APPROVED BY THE FAA.

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

ALL REQUIRED EXCAVATION AND BACKFILL.

AFTER COMPLETION OF THE FOUNDATION OR CONDUIT INSTALLATION AND

BE STABILIZED AND PROTECTED FROM EROSION DURING AND IMMEDIATELY

9. THE EXISTING GRADE SURROUNDING FOUNDATION OR TRENCH WORK SHALL

VERIFY PROPER COMPACTION.

SUBCONTRACTOR SHALL ARRANGE FOR AN INDEPENDENT FIELD TEST TO

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

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

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

SHALL BE THOROUGHLY COMPACTED TO WITHIN 95% OF MAXIMUM DENSITY

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

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

FINAL GRADE. INSTALL MARKERS EVERY 200 FT AND AT DIRECTION CHANGES.

PIGMENTED ORANGE AND SHALL NOT EXTEND MORE THAN 1 INCH ABOVE

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

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

GROUNDED.

CONDUIT ON EACH SIDE OF COUPLING UNLESS COUPLING IS INTERNALLY

APPROVED GROUND JUMPER SHALL BE INSTALLED BETWEEN METALLIC

GROUNDING CONDUCTORS ONLY) SHALL HAVE EXPANSION COUPLINGS. AN

6. ALL EXTERIOR CONDUITS ENTERING BUILDINGS (EXCEPT THOSE WITH

IN ALL CONDUITS.

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

TO BACKFILL OPERATIONS, TO PREVENT CORROSION. CONDUITS SHALL

TYPE. EXPOSED THREADS SHALL BE SEALED WITH AN APPROVED SEALANT, PRIOR

EXCEPT WHERE OTHERWISE INDICATED. GRSC FITTINGS SHALL BE THREADED

CONDUIT SHALL BE GALVANIZED RIGID STEEL CONDUIT (GRSC) PVC COATED

CONDUIT AT OTHER DEPTHS OR WHERE OTHERWISE INDICATED. UNDERGROUND

GRADE EXCEPT WHEN INTERFACING HANDHOLE ENTRANCES OR EXISTING

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

GROUND CABLE, GUARD WIRE, COUNTERPOISE, AND WHERE OTHERWISE

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

ALL SUCH REPAIRS AT SUBCONTRACTOR EXPENSE.

UTILITIES DAMAGED DURING EXCAVATION OPERATIONS AND SHALL CONDUCT

4. THE SUBCONTRACTOR SHALL BE PREPARED TO IMMEDIATELY REPAIR ANY

FOR ALL UTILITY MARKING AND/OR FACILITY SHUTDOWNS.

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

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

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

3. EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. OTHER UTILITIES

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

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

1. NOT USED

TO TOWER P.E. FOR STRUCTURAL ANALYSIS.

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

ANALYZED AND STAMPED APPROVED TO SUPPORT DOUBLE V/V ANTENNAS.

APPURTENANCE LOADINGS, ETC. THE ANTENNA MOUNT DESIGN SHALL BE

LADDER AND CABLES, ANTENNAS, STAIRWAY, AND CONDUITS, INCLUSIVE OF ALL

NOT LIMITED TO; PLATFORM, ANTENNA MOUNTS, JUNCTION BOXES, WAVEGUIDE

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

APPROVED BY A LICENSED PROFESSIONAL ENGINEER WITHIN THE CONTINENTAL

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

8. TOWER PLATFORM SHALL BE FULLY GRATED.

ERECTION DRAWINGS.

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

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

FOR CORRECTIONS OF ALL FABRICATION ERRORS AND CORRECT FITTING

INTERFERE WITH ERECTION. THE SUBCONTRACTOR SHALL BE RESPONSIBLE

HAZARDOUS DURING HANDLING OR OTHER IRREGULARITIES WHICH WILL

SPECIFICATIONS. MEMBERS SHALL HAVE NO SHARP EDGES WHICH WILL BE

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

IN THE ERECTION DRAWINGS.

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

CLEARLY DEPICT REQUIREMENTS FOR FIELD ERECTION. A PARTS LIST

LOCATION, BOLT SIZES AND NUMBER AND ALL OTHER INFORMATION TO

DRAWINGS. ERECTION DRAWINGS SHALL INDICATE ANCHOR BOLTS, MEMBER

DETAILS NECESSARY FOR THE DEVELOPMENT OF SHOP AND ERECTION

DRAWINGS SHALL SHOW CONTROL DIMENSIONS, MEMBER SIZES, AND OTHER

THE ACI, AISC, AISI, OR EIA SPECIFICATIONS AS APPLICABLE. DESIGN

SHALL BE IN ACCORDANCE WITH ESTABLISHED ENGINEERING PRACTICE AND

ERECTION DRAWINGS FOR THE TOWERS. THE DRAWINGS AND CALCULATIONS

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

CONNECTIONS MAY BE SUBMITTED FOR APPROVAL.

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

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

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

ROUTED UP ONE SIDE OF THE TOWER.

C. TWENTY SIX (26) ANTENNA CABLES, EACH 1/2 INCH DIAMETER,

B. ONE JUNCTION BOX MOUNTED ON THE PLATFORM HANDRAIL.

17 LBS IN WEIGHT, MOUNTED ON THE PLATFORM.

A. TWELVE (12) VHF/VHF DOUBLE STACK ANTENNAS 163.0" IN HEIGHT AND

THE FOLLOWING:

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

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

AS WELL AS THE REQUIRED ANTENNA MOUNTING BRACKETS.

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

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

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

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

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

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

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

ANGLE FRAMING MEMBERS AND THE FLOOR SHALL BE FABRICATED FROM BAR

APPROVED WALK-UP STAIRWAY. THE PLATFORM SHALL BE CONSTRUCTED OF

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

3. THE TOWER PLATFORM SHALL PERMIT INSTALLATION OF V/V DOUBLE STACK

FIELD USING STRUCTURAL BOLTS ONLY.

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

TOP FOR MOUNTING AND SERVICING ANTENNAS. THE TOWER SHALL BE

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

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

SUBCONTRACTOR SHALL PROVIDE ALL MATERIALS, SUPPLIES, EQUIPMENT, AND

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

ACCORDANCE WITH ALL SPECIFICATION REQUIREMENTS INCLUDING STRUCTURAL

1. THE TOWER PLATFORM FURNISHED BY THE SUBCONTRACTOR SHALL BE COMPLETE IN

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BOS-501665-G003

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GENERAL NOTES:

COMMUNICATIONS

SHEET 2 OF 2

GENERAL NOTES

M. GORDONJ. TIMONY

DG

JT

PROJECT ENGINEER MGR: ENGINEERING CENTER

08/01/2016 501665

04/08/2016501665CONSTRUCTION, WR #1543308/01/2016

THIS DRAWING PRODUCED ON NEW ENGLAND REGION MICROSTATION SYSTEM

ATO - TECHNICAL OPERATIONS EASTERN SERVICE AREA

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UNDER-GROUNDU.G.

TUBE DISTRIBUTION CABINETTDC

SINGLE-MODESM

RUNWAYR/W

RUNWAY SAFETY AREARSA

REFERENCESREF

RESIDENT ENGINEER RE

PANELPNL

PULL BOXPB

NOT IN CONTRACTNIC

MASSACHUSETTS PORT AUTHORITYMPA

MASSPORTMP

MANHOLEMH

LOCALIZERLOC

LIGHTING VAULTLV

HANDHOLEHH

GALVANIZED RIGID STEEL CONDUITGRSC

GALVANIZED RIGID STEELGRS

GROUNDGND

GOVERNMENT FURNISHED MATERIALGFM

FIBER TERMINATION CABINETFTC

FIBER OPTICFO

FEDERAL AVIATION ADMINISTRATIONFAA

DIRECT EARTH BURIEDDEB

REPRESENTATIVE

CONTRACTING OFFICERS TECHNICALCOTR

COMMUNICATIONSCOMM

CONTRACTING OFFICERCO

CONDUITCND

CIVIL ENGINEERING TECHNICIAN

CIVIL ENGINEER/CE/CET

LOGAN INTERNATIONAL AIRPORT BOSTON, MABOS

BUILDINGBLDG

AIRPORT SURVEILLANCE RADARASR

AIRPORT OPERATIONS AREAAOA

DRAWING PREFIXES

SUBTITLE REFERENCE

ELEVATION CALLOUT REFERENCE

DETAIL CALLOUT REFERENCE

SECTION CALLOUT REFERENCE

SCALE

ELEVATION, SECTION OR DETAIL IS/ARE LOCATED

SHEET NUMBER(S) WHERE CALLOUT(S) TO PLAN,

ELEVATION REFERENCE LETTER

SECTION REFERENCE LETTER

DETAIL REFERENCE NUMBER

ELEVATION IS LOCATED

SHEET NUMBER WHERE

DETAIL IS LOCATED

SHEET NUMBER WHERE

SECTION IS LOCATED

SHEET NUMBER WHERE

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TXXX - TELECOMMUNICATIONS

SXXX - STRUCTURAL

QXXX - EQUIPMENT

GXXX - GENERAL

EXXX - ELECTRICAL/ELECTRONIC

CXXX - CIVIL

AXXX - ARCHITECTURAL

- GROUND ROD

- EXOTHERMIC WELD

ABBREVIATIONS SYMBOLS LEGEND

(PLAN, ELEVATION, SECTION OR DETAIL)

REFERENCE LETTER/NUMBER

BOS RTRA - STANDBY TRANSMITTER SITE

36. CONTRACTOR SHALL PROVIDE A CONCRETE SHELTER BUILDING PER THIS CONTRACT. REFER TO SPECIFICATIONS FOR DETAILS.

DATA. THE FOUNDATION DESIGN SHALL BE STAMPED BY A LICENSED PE WITHIN THE STATE OF MASSACHUSETTS.

THE TOWER FOUNDATION DESIGN SHALL BE PROVIDED BY THE TOWER MANUFACTURER WHICH WILL BE BASED UPON SOIL BORING RESULTS AND

DRAWINGS SHALL BE REQUIRED FO THE SUBMITTAL PROCESS IN ORDER TO ALLOW THE FAA TO REVIEW AND COMMENT ON THE TOWER DESIGN.

FOR THE SPECIFIC APPLICATION AND TO THE REQUIREMENTS AS STATED IN THE SPECIFICATIONS PROVIDED FOR THIS PROJECT. SHOP

WHO HAS BEEN IN BUSINESS FOR A MINIMUM OF 5 YEARS MANUFACTURING STEEL STAND-ALONE TOWERS. THE TOWERS SHALL BE DESIGNED

35. CONTRACTOR SHALL PROVIDE STAND-ALONE STEEL PLATFORM ANTENNA TOWER PURCHASED AND DESIGNED BY A REPUTABLE TOWER MANUFACTURER, C) MASSPORT MANDATES UTILIZATION OF AN APPROVED ESCORT SERVICE.

B) MASSPORT REQUIRES A MINIMUM OF ONE ESCORT WITH A RED BADGE FOR THIS PROJECT.

(SEE REQUIREMENTS IN SPECIFICATION DIV 1).

A) MASSPORT REQUIRES THE CONTRACTOR TO SUPPLY A RED BADGE ESCORT ON SITE AT ALL TIMES

FOLLOWING :

34. MASSPORT REQUIRES THE CONTRACTOR TO SUPPLY BADGED ESCORTS. THE EXACT DETAILS OF THESE REQUIREMENTS MAY INCLUDE SOME OF THE

33. CONTRACTOR’S VEHICLES SHALL BE EQUIPPED WITH A ROTATION BEACON AND AN ORANGE AND WHITE FLAG.

BADGES SHALL BE DISPLAYED AT ALL TIMES WHILE ON SITE.

32. CONTRACTOR IS RESPONSIBLE FOR OBTAINING PROPER MASSPORT I.D. BADGES FOR ALL EMPLOYEES/SUBCONTRACTORS PRIOR TO COMMENCING WORK.

MOVEMENT OF ALL PASSING AIRCRAFT.

RELOCATE PERSONNEL AND EQUIPMENT TO THE REQUIRED LIMIT OF THE TAXIWAY SAFETY AREA (125’ FROM THE TAXIWAY CENTERLINE) TO ALLOW SAFE

ALL CONSTRUCTION ACTIVITIES IN A MANNER SUCH THAT NO INTERFERENCE WITH AIRCRAFT OPERATIONS OCCUR. THE CONTRACTOR IS REQUIRED TO

31. WHEN WORKING UNDER A CAUTION, ALL ADJACENT PAVEMENTS ARE AVAILABLE FOR UNLIMITED AIRCRAFT OPERATIONS. THE CONTRACTOR SHALL CONDUCT

OPERATIONS THROUGH THE COTR.

30. ALL REQUIRED CAUTIONS OR PAVEMENT CLOSURES ARE SUBJECT TO WIND/ WEATHER AVAILABILITY AND A RECALL TIME AS APPROVED BY MASSPORT

SHALL BE COORDINATED WITH MPA OPERATIONS THROUGH THE COTR A MINIMUM OF 48 HOURS IN ADVANCE.

29. ALL WORK WHICH IS WITHIN 125 FEET OF A TAXIWAY CENTERLINE REQUIRES A TAXIWAY CLOSURE OR CAUTION. ALL TAXIWAY CLOSURES OR CAUTIONS

OPERATIONS THROUGH THE COTR A MINIMUM OF 48 HOURS IN ADVANCE.

28. ALL WORK WHICH IS WITHIN 200 FEET OF A RUNWAY CENTERLINE REQUIRES A RUNWAY CLOSURE. ALL RUNWAY CLOSURES SHALL BE COORDINATED WITH MPA

HARMONY WITH THESE PROJECTS.

27. OTHER CONSTRUCTION PROJECTS MAY BE OCCURRING AT THE SAME TIME AS THIS PROJECT. CONTRACTOR IS REQUIRED TO WORK IN

26. CONTRACTOR SHALL COORDINATE WITH MASSPORT OPERATIONS FOR PERMISSION TO USE THE NORTH CAMP SITE AS A STAGING AREA.

25. CONTRACTOR SHALL LEGALLY DISPOSE OF ALL MATERIAL AND EQUIPMENT NOT RETURNED TO OR RETAINED BY THE FAA.

24. EQUIPMENT/ MATERIAL STOCKPILES SHALL NOT BE PERMITTED WITHIN THE AOA WORK AREAS WITHOUT APPROVAL OF MPA OPERATIONS THROUGH THE COTR.

DIRT, MUD, CONSTRUCTION DEBRIS, ETC. AT ALL TIMES.

23. CONTRACTOR SHALL KEEP THE RUNWAYS, TAXIWAYS, RAMP AREAS, PROJECT AREAS, STORAGE/ STAGING AREAS, PUBLIC AND PRIVATE ROADS FREE OF DUST,

22. ALL CABLES SHALL BE PROPERLY AND PERMANENTLY IDENTIFIED AT EACH END; IN EACH MANHOLE AND HANDHOLE; AND IN EACH PULL BOX.

21. CONTRACTOR SHALL IMMEDIATELY REPAIR ALL DAMAGED CABLE, AT CONTRACTOR’S EXPENSE.

THEM IN WRITING TO THE COTR.

20. CONTRACTOR SHALL INSTALL AND TEST ALL COPPER, AND FIBEROPTIC CABLES PER CONTRACT. CONTRACTOR SHALL RECORD TEST RESULTS AND SUBMIT

19. NOT USED

18. NOT USED

STANDARDS.

17. ALL DISTURBED AREAS SHALL BE RESTORED TO PRIOR CONDITION AT A MINIMUM. ALL DISTURBED PAVED AREAS SHALL BE REPAVED TO MASSPORT

16. NOT USED

MARKERS SHALL BE INSTALLED AT EACH CHANGE OF DIRECTION AND EVERY 200 FEET (MAXIMUM).

15. AFTER INSTALLATION OF CONDUITS, ALL TRENCHES SHALL BE BACKFILLED, COMPACTED AND RESTORED TO ORIGINAL CONDITION. CONCRETE DUCT

14. NOT USED

13. NOT USED

12. NOT USED

11. CONTRACTOR SHALL NOT EXCAVATE MORE TRENCH THAN CAN BE BACKFILLED AND COMPACTED DURING ONE WORK DAY. (REFERENCE NOTE 10)

WITH 1" STEEL PLATE IF APPROVED BY THE COTR AND MASSPORT OPERATIONS.

10. NO EXCAVATIONS SHALL BE LEFT OPEN OVERNIGHT WITHIN THE RUNWAY SAFETY AREA (RSA). EXCAVATIONS OUTSIDE OF THE RSA MAY BE COVERED

UNDERGROUND CONDUIT RUNS. THE CONTRACTOR SHALL ACCOMMODATE MASSPORT SURVEYORS FOR THE DOCUMENTATION OF NEW CONDUIT RUNS.

9. CONTRACTOR SHALL NOTIFY THE MASSPORT SURVEY DEPT. (JACK HAMMER 617-561-1799) 24 HOURS PRIOR TO ANY EXCAVATION/INSTALLATION OF

RUNS OVER EXISTING POWER AND CONTROL CABLES.

COORDINATE WITH FAA AND AIRPORT PERSONNEL TO LOCATE THEIR UTILITIES. THE CONTRACTOR SHALL HAND DIG IN AREAS WHERE NEW CONDUIT

8. CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL EXISTING UNDERGROUND UTILITIES IN THE WORK AREA PRIOR TO EXCAVATING. THE COTR WILL

THE SAFETY PLAN SHALL BE MODIFIED AND UPDATED ON A WEEKLY BASIS TO ADDRESS EACH PHASE AND/ OR SUB-PHASE AS WORK PROGRESSES.

INCLUDING ALL VEHICLE CROSSINGS, BARRICADE PLACEMENT, AND CONSTRUCTION ACTIVITIES ON AND ADJACENT TO AIRCRAFT OPERATIONAL AREAS.

7. PRIOR TO THE COMMENCEMENT OF THE PROJECT, THE CONTRACTOR MUST SUBMIT TO MPA OPERATIONS AND THE COTR A DETAILED SAFETY PLAN

SHUTDOWNS.

EQUIPMENT UNLESS OTHERWISE INDICATED. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PERMITS, COORDINATION, AND SCHEDULED

CONTRACTOR SHALL FURNISH AND INSTALL ALL MATERIAL UNLESS OTHERWISE INDICATED. CONTRACTOR SHALL PROVIDE ALL LABOR AND 6.

SHOULD HE/SHE FEEL AN "UNSAFE" CONDITION EXIST.

5. CONTRACTOR SHALL STRICTLY COMPLY WITH ALL OSHA REGULATIONS AT ALL TIMES. THE COTR RESERVES THE RIGHT TO STOP THE PROJECT

4. ALL ELECTRICAL WORK SHALL CONFORM TO THE NATIONAL ELECTRIC CODE (NEC), LOCAL REGULATIONS AND FAA SPECIFICATIONS.

PRIOR TO PROCEEDING WITH CONSTRUCTION.

3. IF CONDITIONS ARE DIFFERENT THAN THOSE STATED IN THE DRAWINGS AND SPECIFICATIONS, THE CONTRACTOR SHALL CONTACT THE COTR

DISCOVERED DURING FIELD VERIFICATION.

PRIOR TO COMMENCEMENT OF THE WORK. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER IN WRITING OF ANY DISCREPANCY

INFORMATION IS NOT TO BE RELIED ON AS BEING COMPLETE OR EXACT. THE CONTRACTOR SHALL FIELD VERIFY ALL INFORMATION

ON THESE PLANS ARE BASED ON RECORD DRAWINGS AND WERE FIELD SURVEYED FOR CONFIRMATION WHERE POSSIBLE. THIS

CONTRACTOR IS SPECIFICALLY CAUTIONED THAT LOCATIONS AND/OR ELEVATIONS OF EXISTING UNDERGROUND UTILITIES AS SHOWN 2.

REFER TO DIVISION 1 OF THE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS.1.

REV DESCRIPTION JCN

DATE

REDLINE

APVD

SUBMITTED BY APPROVED BY

JCN

DRAWN

CHECKED

REV

ISSUED BY

H

G

F

E

D

C

B

A

H

G

F

E

D

C

B

A

8 1234567

8 1234567

DATE

DRAWING NO

DESIGNED

REVIEWED BY

:1

D a n ie l C e n n e r

DATE

APPROVED

b o s a .d g n

T MODULE #4 PP MODULE #1 TP MODULE #2 TPT

COMMSCOPE P/N: 204673-8

EIGHT, 4" HOLES;

THROUGH PLATE WITH

COAX CABLE WALL FEED

PROVIDE AND INSTALL

EES COUNTERPOISE

APPROVED PLUGS

PLUG EMPTY HOLES WITH

COMMSCOPE P/N: SEC-412

FOR 1/2" HELIAX CABLE.

8, 4"-HOLE ENTRY BOOTS

PROVIDE AND INSTALL

LB AND CONDUIT ON EXTERIOR

TO COUNTERPOISE THROUGH

EXOTHERMICALLY WELDED

COMPRESSION LUG AND

GROUND PLATE WITH 2-HOLE

CONNECTED TO SURGE PROT’N

INSULATED CABLE (GREEN W/ RED TRACER)

PROVIDE AND INSTALL #4/0 AWG

TO SHELTER EES

CAD-WELD GROUND CABLE

GRADE

MINIMUM OF 12" BELOW

CONDUIT SHALL EXTEND A

BOX GROUND BAR

FROM INTERIOR JUNCTION

FOR #4/0 GROUND CABLE

LB AND CONDUIT

1 1/2" SCH 40 PVC

PROVIDE AND INSTALL

SEAL ANY EMPTY OPENINGS

T MODULE #4 PP MODULE #1 TP MODULE #2 TPT

E D

M

IS

S

U

R

DO

NOT

SI

GN

DO

NOT

SI

GN

DO

NOT

SI

GN

DO

NOT

SI

GN

DO

NOT

SI

GN

DO

NOT

SI

GN

DO

NOT

SI

GN

DO

NOT

SI

GN

DO

NOT

SI

GN

DO

NOT

O

N S

T R

U C

T

BOS-501665-A001

o s a .d g n

A001 SCALE: 1/4" = 1’-0"

SHELTER AND TOWER - FRONT ELEVATION

B

A001

04’ 4’ 8’

SCALE: 1/4" = 1’-0"

ENSURE THIS REQUIREMENT IS MET.

PROFESSIONALLY SURVEY TO

ABOVE GRADE. CONTRACTOR TO

HEIGHT IN THE RANGE OF 4’ TO 5’

PUTS THE TOP OF FOUNDATION

FACILITY REQUIREMENTS. THIS

(NAVD88) PER MASSPORT NEW

ELEVATION’ (DFE) EQUAL TO 17.0

SHALL HAVE A ’DESIGN FLOOD

TOP OF BUILDING FOUNDATION

22’-6"

10’-0"

3’-0"

1’-4" SONOTUBE (MIN)

18’ POLES

TIP OF AIR TERMINAL

DETAIL 2)

(2 PLACES, SEE

CENTER MOUNT

27’

B

A001 SCALE: 1/4" = 1’-0"

RTR SHELTER - SIDE ELEVATION

RAISED FOUNDATION

GRADE

TBD - 4’ TO 5’

NOT TO SCALEA001

PERIMETER ANTENNA MOUNTS (10 REQD)

"BUSHING

GRADE EXTERIOR

WITH COMMERCIAL

BOTTOM FITTED

WITH THREADED

2 1/2" GRSC IPS

NOT TO SCALEA001

PLATFORM CENTER MOUNTS (2 REQD)

PLATFORM GRATING

ANTENNA D5072

PLATE FOR V/V TACO

DESIGNED SUPPORT

WITH CUSTOM

2 1/2" GRSC IPS

COMMERCIAL BUSHING

FITTED WITH THREADED LB AND EXTERIOR

BOTTOM OF PIPE TO PASS THROUGH GRATING,

FAA COMM CABLE

SHELTER AND TOWER - ELEVATION

BOS RTRA - STANDBY TRANSMITTER SITE

(SITE PRO 1-#1B24D-216Z2, WITH 12SH-3 SNAP-INS)

TO ICE TRAY CABLE TRAPEZE

PLATFORM J-BOX GND BAR. SECURE CABLES

SHELTER J-BOX GROUND BAR TO TOWER

CONNECTORS (PN: L4TNM-PS). CABLES SHALL RUN FROM

TERMINATED AT BOTH ENDS WITH N-MALE

HELIAX CABLE (PN: LDF4-50A)

PROVIDE AND INSTALL 26, 1/2", 50 OHM,

AND CONVENIENCE OUTLET

TO TOWER PLATFORM OB LIGHT

FROM SHELTER POWER PANEL

20 AMP CIRCUITS (#12 SOLID THWN)

PROVIDE AND INSTALL 1" EMT WITH 2,

INSTALL PER MANUFACTURER’S SPECIFICATIONS

BETWEEN SHELTER AND TOWER.

WITH 12SH-3 SNAP-INS). SIZED FOR DISTANCE

WITH 3 CABLE TRAPEZES (SITE PRO 1-#1B24D-216Z2,

PROVIDE AND INSTALL 24" WIDE ICE BRIDGE KIT

APPROVED EQUAL

HOFFMAN #A36P36 OR

WITH BACKING PLATE

#A36H3612SS6LP

36" X 36" X 12" HOFFMAN

WITH HINGE COVER

STEEL JUNCTION BOX

NEMA 4X, STAINLESS

PROVIDE AND INSTALL

(1 OF 10) (BY OTHERS)

VHF/VHF ANTENNA

(1 OF 2) (BY OTHERS)

UHF/UHF ANTENNA

(SEE DETAILS 1 AND 2)

12 ANTENNA MOUNTS

PROVIDE AND INSTALL

6" THICK, AT BASE OF STAIRS - 4’W

RAISED SHELTER. POUR CONCRETE PAD,

GALVANIZED STEEL STEPS TO ACCOMODATE

PROVIDE AND INSTALL 48" WIDE OSHA APPROVED,

REV DESCRIPTION JCN

DATE

REDLINE

APVD

SUBMITTED BY APPROVED BY

JCN

DRAWN

CHECKED

REV

ISSUED BY

H

G

F

E

D

C

B

A

H

G

F

E

D

C

B

A

8 1234567

8 1234567

DATE

DRAWING NO

DESIGNED

REVIEWED BY

:2

D a n ie l C e n n e r

DATE

APPROVED

b o s a .d g n

T MODULE #1 P TPP MODULE #3

(SWITCH #1)LIGHT (SWITCH #1)LIGHT (SWITCH #1)LIGHT

(SWITCH #1)LIGHT (SWITCH #1)LIGHT (SWITCH #1)LIGHT

(SWITCH #2)LIGHT (SWITCH #2)LIGHT (SWITCH #2)LIGHT

(SWITCH #2)LIGHT (SWITCH #2)LIGHT (SWITCH #2)LIGHT

BANK

BATTERY

BUS

DC

RADIO

RK A1

RADIO

RK A2

FOTS

RK A4

BANK

BATTERY

FRONTFRONT FRONT

FRONTFRONTFRONT

GENTEX

RADIO

RK A3

FRONT

HVAC #2

CAST 3" PVC

M

HVAC #1

CAST 3" PVC

GENTEX

MODULE #2

MOUNTED MPG

CEILING

CAST 2" PVC

GFCI

CABLE LADDER

ICE TRAY/

BOX

JUNCTION

ENTRY

PANEL

FAN 4HZ43

DAYTON EXHAUST

W/11"x11"DAMPER

EMERGENCY

LIGHT

5’X4’ DEMARC BOARD

SMOKE DETECTOR

HYDROGEN

DETECTOR

3’x7’ SINGLE

DOOR

ERMS

DC BUS

MOUNTED

WALL

ANT

V/V

ANT

V/V

ANT

V/V

ANT

V/V

ANT

V/V

ANT

V/V

ANT

V/V

ANT

V/V

SPARE

ANT

U/V

SPARE

ANT

U/V

ANT

U/U

ANT

U/U

AIR TERMINAL

/HOUSING NOT SHOWN

HELIAX

W/HOOD. INTAKE FILTER

MOTORIZED DAMPER

24"x 24"

MPG #1

MOUNTED

CEILING

SPG #1

MOUNTED

CEILING

#6 AWG INSULATED AND CAD-WELDS

(WHICHEVER IS CLOSER) VIA

LIGHTNING DOWN CONDUCTORS

UNDERGROUND COUNTERPOISE OR

METAL APPURTENANCES TO EITHER

CONNECT ALL EXTERIOR BUILDING

E D

M

IS

S

U

R

DO

NOT

SI

GN

DO

NOT

SI

GN

DO

NOT

SI

GN

DO

NOT

SI

GN

DO

NOT

SI

GN

DO

NOT

SI

GN

DO

NOT

SI

GN

DO

NOT

SI

GN

DO

NOT

SI

GN

DO

NOT

O

N S

T R

U C

T

SHELTER AND TOWER - PLAN

BOS-501665-A002

o s a .d g n

02’ 2’ 4’ 6’

SCALE: 3/8" = 1’-0"

A002 SCALE: 3/8" = 1’-0"

TOWER PLATFORM - PLAN

A002 SCALE: 3/8" = 1’-0"

RTR SHELTER - PLAN

NOTES:

2’-1"

4’-0"

10’-0"

8’ MIN 8’ MIN

M

IN

M

IN

M

IN

M

IN

M

IN

8’ MIN 8’ MIN

B

A004

BOS RTRA - STANDBY TRANSMITTER SITE

VIA EXOTHERMIC WELD.

GROUND PLATES VIA DUAL HOLE COMPRESSION LUG. CONNECT TO EES

PLATE AND SUPPLEMENTAL GROUND PLATE TO EES. CONNECT TO

7. INSTALL TWO 500KCMIL INSULATED COPPER CABLES FROM MAIN GROUND

TO SPG #1.

6. INSTALL ONE 4/0 INSULATED COPPER CABLE FROM MAIN GROUND PLATE

LUGS.

PLATE MARKED "GRN/ORG". ATTACH WITH DUAL HOLE COMPRESSION

MPG #1; MPG #1 TO MPG #2; AND MPG #2 TO SUPPLEMENTAL GROUND

5. INSTALL ONE 4/0 INSULATED CABLE FROM MAIN GROUND PLATE TO

OR APPROVED EQUAL).

4. INSTALL ONE SUPPLEMENTAL GROUND PLATE (ALT PN: 3832-8-12-SUPGP

OR APPROVED EQUAL).

3. INSTALL ONE MAIN GROUND PLATE (ALT PN: 3832-8-12-MAIN

OR APPROVED EQUAL).

2. INSTALL ONE SINGLE-POINT GROUND PLATE (ALT PN: 3832-8-12-SPG

LETTERS. (ALT PN: 3832-8-12MPG OR APPROVED EQUAL)

MARKED "ELECTRONIC MULTI-POINT GROUND" IN 3/8" HIGH BLACK

THICK WITH INSULATOR GROUND KIT AND CLEAR PLEXIGLASS COVER

GROUND PLATE. GROUND PLATES SHALL BE 12" LONG X 6" WIDE X 1/4"

1. INSTALL TWO MULTI-POINT GROUND PLATES AND ONE SINGLE-POINT

REV DESCRIPTION JCN

DATE

REDLINE

APVD

SUBMITTED BY APPROVED BY

JCN

DRAWN

CHECKED

REV

ISSUED BY

H

G

F

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D

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A

H

G

F

E

D

C

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A

8 1234567

8 1234567

DATE

DRAWING NO

DESIGNED

REVIEWED BY

:1

D a n ie l C e n n e r

DATE

APPROVED

b o s a .d g n

HVAC #1

3-TON

10" x 30"

16" x 30"

HVAC #2

3-TON

10" x 30"

16" x 30"

MODULE #1P TMODULE #2 TPTMODULE #3P

M

BOARD

DEMARC

PT MODULE #1 PT MODULE #2 MODULE #3T P

SWITCH

BYPASS

MANUAL

TVSS

P A

N E L

E L E C

T R

O N

IC

PANEL

"PLANT"

M

IS

S

U

R

DO

NOT

SI

GN

DO

NOT

SI

GN

DO

NOT

SI

GN

DO

NOT

SI

GN

DO

NOT

SI

GN

DO

NOT

SI

GN

DO

NOT

SI

GN

DO

NOT

SI

GN

DO

NOT

SI

GN

DO

NOT

s a .d

INTERIOR ELEVATIONS

RTR SHELTER

M. GORDONJ. TIMONY

DG

JT

PROJECT ENGINEER

08/01/2016 501665

04/08/201650166508/01/2016

THIS DRAWING PRODUCED ON NEW ENGLAND REGION MICROSTATION SYSTEM

ATO - TECHNICAL OPERATIONS EASTERN SERVICE AREA

02’ 2’ 4’ 6’

SCALE: 3/8" = 1’-0"

(2) DUPLEX RECEPTACLES

IN A QUAD RECEPTACLE BOX

COVE BASE (TYP.)

DAYTON EXHAUST FAN 4HZ43

W/11"x11"DAMPER

W/EXIT SIGN

FOR EXTERIOR RED

150A MAIN BREAKER

1Ø, 3WIRE,

DISCONNECT

TVSS RAYVOSS TYPE

120-2S-N1-3-06-A

DISCONNECT

INTERIOR LIGHT

SWITCH #1

225A 120/240V, POWER PANELS

SERVICE ENTRANCE

SWITCH HD, 200A

1Ø, 3WIRE

EMERGENCY LIGHT

EMERGENCY LIGHT

SWITCH

LIGHT

EXTERIOR

CLOSER

HOLD OPEN

INTERIOR LIGHT

SWITCH #2

EMERGENCY

LIGHT

GFCI RECEPTACLE

EXTERIOR

BOSTON

MGR: ENGINEERING CENTER

CONSTRUCTION, WR #15433

C O

N S

T R

U C

T

IO

N

BOS-501665-A003

I

L I

N G

L

WALLS & CEILING

3" INSULATION

& CEILING

3/4" FRP WALLS

W A

L

I

L I

N G

I

N S

U L

A T I

O N

A

A003 SCALE: 3/8"=1’-0"

INTERIOR ELEVATION - LEFT SIDE B

A003 SCALE: 3/8"=1’-0"

INTERIOR ELEVATION - REAR

C

A003 SCALE: 3/8"=1’-0"

INTERIOR ELEVATION - RIGHT SIDE D

A003 SCALE: 3/8"=1’-0"

INTERIOR ELEVATION - FRONT

WELDED TO THE SHELTER EES

COMPRESSION LUG AND EXOTHERMICALLY

THE BOX GND BAR WITH A 2-HOLE

CABLE SHALL BE CONNECTED TO

THE WALL AND INSIDE A 1-1/2" GRSC.

EES. CABLE SHALL BE INSTALLED THRU

SHELTER BOX GND BAR TO SHELTER

CABLE (MARKED RED/ GRN) FROM

#4/0 THWN INSULATED GND

COMPRESSION LUGS

TO GRN BAR SHALL BE VIA 2-HOLE

(MARKED RED/ GREEN). CONNECTION

WITH #/4/0 THWN INSULATED

CONNECT GND BARS TOGETHER

SEAL ALL EMPTY OPENINGS

ANDREW PN: SEC-412.

CUSHION FOR 1/2 " HELIAX CABLE

8, 4" ANDREW SNAPSEAL ENTRY

ANDREW PN: 204673-8 WITH

WALL ENTRY PANEL

2’-4" 2’-4"

(WALL)

5"

(WALL)

5"

OR APPROVED EQUAL

B-LINE PN: 25A 09-12

CABLE LADDER

SPACING, ALUMINUM

RAIL HEIGHT, 9" RUNG

4" NEMA VE1, 5" SIDE

5’-0"

DEMARC BOARD, PAINTED BLACK

5’ W X 4’ H X 1/4" TH

(4 PLACES)

SERVICE SWITCH FOR FAN

T Y

P

T MODULE #1 P TPP MODULE #3

HVAC #2

CAST 3" PVC

M

HVAC #1

CAST 3" PVC

MODULE #2

A

A003

C

A003

D

A003

B

A003

FRONT

REAR

RIGHT LEFT

A

A004

C

A004

D

A004

B

A004

BOS RTRA - STANDBY TRANSMITTER SITE

CEILING AS NEEDED

OPENINGS ON SIDE, SPACE OFF

DC BUS AND EQUIPMENT RACKS.

DROPS TO CABLE TRAY RUNS OVER

MOUNTED FROM PANELS WITH 4X4

100 LINEAR FEET TOTAL. CEILING

TO DC BUS AND EQUIPMENT RACKS.

SQUARE ’D’ 4X4 ELECTRICAL DUCT

200A FUSED

(100 LINEAR FT)

ELECTRICAL DUCTS

SQUARE ’D’ 4X4

OR APPROVED EQUAL

DURLINE P/N: 20003021

MICRODUCT DISTR BOX

INSTALL 20" X 20" X 7"

P/N: 3832-8-12 MAIN

MAIN GROUND PLATE

BOS-501665-Q011 FOR DETAILS

APPROVED EQUAL. SEE DWG

CORNING P/N: WCH-12P OR

INSTALL FIBER PATCH PANEL

BOX AND FIBER PATCH PANEL

MICRODUCT DISTRIBUTION

PANDUIT WIREWAY BETWEEN

INSTALL 3"W X 3"H SLOTTED

OR APPROVED EQUAL

DURLINE P/N: 20003021

MICRODUCT DISTR BOX

INSTALL 20" X 20" X 7"

BOX AND FIBER PATCH PANEL

MICRODUCT DISTRIBUTION

PANDUIT WIREWAY BETWEEN

INSTALL 3"W X 3"H SLOTTED

BOS-501665-Q011 FOR DETAILS

APPROVED EQUAL. SEE DWG

CORNING P/N: WCH-12P OR

INSTALL FIBER PATCH PANEL

JUNCTION BOX DWG)

COVER (REFER TO

RECESSED HANDLE

NEMA-12 BOX WITH

36"X36"X12"

WITH 2-HOLE COMPRESSION LUG

ATTACH TO GROUND PLATE

500 KCMIL GROUND CABLE

ALT P/N: 3832-8-12 SUPGP

AND PLEXIGLASS COVER

WITH INSULATOR MOUNT KIT

SUPPLEMENTAL GROUND PLATE

INSTALL 12"L X 6"W X 1/4"THK

CABLE

4/0 INSULATED COPPER

AND PASS-THRU WITH

1 1/2" LB, PVC CONDUIT1

1" EMT

PROVIDE AND INSTALL NEMA-12

24"H X 24" WX 12" D "COPPER

DEMARC" BOX WITH CONTINUOUS

HINGE DOOR (HOFFMAN PN:

A242412LP OR APPROVED EQUAL)

AND ASSOCIATED BACK PANEL

(HOFFMAN PN: A24P24 OR APPROVED

EQUAL).

TRAY IS 14" FROM CEILING

2" UNISTRUT. BOTTOM OF CABLE

3/8" THREADED RODS WITH 28" LONG

CABLE TRAY SUPPORT

INSTALL 1 1/2" PASS

THROUGH WITH #2 AWG

INSULATED COPPER GROUND

TO EES. LEAVE 3’ OF SLACK IN BOX.

SINGLE DOOR

3’x7’ bos-501665-a003.dgn 8/1/2016 10:15:25 AM

REV DESCRIPTION JCN

DATE

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SUBMITTED BY APPROVED BY

JCN

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CHECKED

REV

ISSUED BY

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8 1234567

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D a n ie l C e n n e r

DATE

APPROVED

b o s a .d

T PMODULE #2T MODULE #1 P PMODULE #3T

HVAC #1

HVAC #2

P MODULE #1 TP MODULE #2 TP MODULE #3 T

PLUG

EG

PORTABLE

M

IS

S

U

R

DO

NOT

SI

GN

DO

NOT

SI

GN

DO

NOT

SI

GN

DO

NOT

SI

GN

DO

NOT

SI

GN

DO

NOT

SI

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EXTERIOR ELEVATIONS

RTR SHELTER

BOS-501665-A004

o s a .d g n

01’ 2’ 5’

SCALE: 1/2" = 1’-0"

1’

BLDG F.F.

BASE OF BLDG

W

IT

IN

S U

L A

T

F

R P

E A

R

IN

T E

R

IG

H T

BLDG F.C.

(TYP)

(TYP)

9" 7’-0" 7’-0" 7’-0"

C EXTERIOR ELEVATION - RIGHT

A004 SCALE: 1/2"=1’-0"

D EXTERIOR ELEVATION - FRONT

A004 SCALE: 1/2"=1’-0"

PIGTAIL (TYP)

FOR GROUNDING

1/2"x13 LF INSERT

1’-0"

4’-8 7/16"3’-5 3/4"

21’-0"

20’-4"

4"

2’-7"

(2 PL)

B

A004

D

A004 A

A004

C

A004

(CAST 3" PVC)

1 1/4" PVC THRU

ENTRY PLATE

AROUND

MAT OUT 2"

CABLE, ANDREW PN: SEC-412

CUSHION FOR 1/2" HELIAX

ANDREW PN: 204673-8 WITH

INSTALL WALL ENTRY PANEL

2’-7"3’-9 1/2"

3’-9 1/2"

(CAST 3" PVC)

1 1/4" PVC THRU

8’-4"

20’-4"

22’-6" (EXTERIOR)

NOT SHOWN FOR CLARITY

12" X 12" DAMPER HOOD

A EXTERIOR ELEVATION - LEFT

A004 SCALE: 1/2"=1’-0"

B EXTERIOR ELEVATION - REAR

A004 SCALE: 1/2"=1’-0"

SINGLE DOOR

3’ X 7’

BOS RTRA - STANDBY TRANSMITTER SITE

CADWELD TO SHELTER EES

500 KCMIL CU GND CABLE

COUPLING

EXPANSION

2 1/2" GRSC

POISE. 2 1/2" GRSC (2 PLACES)

AND CONDUIT TO COUNTER-

GROUND WIRE WITH LB

PASS THRU FOR 500 KCMIL

4" GRSC NIPPLE

FOR FIBER,

INSTALL PASS THRU,

4" LB

CABLE TO MF RVR

DUCT FIBER/COPPER

GRSC WITH INNER

4" PVC FIBER/COPPER

(CAST 2" PVC)

3/4" PVC THRU

GFCI RECEPTACLE

FOR FIBER FEED WITH LB

4" CONDUIT PASS-THRU

TO MF RVR

DUCT AND FIBER CABLE

GRSC WITH INNER

4" PVC COATED FIBER

FOR 500 KCMIL GROUND

2 1/2" PASS-THRU AND LB

BELOW GRADE

STUB 18" MINIMUM

2 1/2" GRSC

CADWELD TO SHELTER EES

500 KCMIL GROUND CABLE

WITH 2" PASS-THRU

E/G DISCONNECT

4" LB

SWITCH AT POWER DISTRIBUTION RACK

BOS RTRA SERVICE DISCONNECT

WITH POWER CABLES TO

4" PVC COATED POWER GRSC

5’-0"

2’-0" 5’-0"

5’-0"

EXACT LOCATION WITH THE FAA

INTO EG DISC SWITCH. COORDINATE

INSTALL 1 1/2" GRSC PASS-THRU

MAT OUT AREA FOR EG J-BOX.

(CAST 2" PVC)

3/4" PVC THRU

GFCI RECEPTACLE

EXHAUST FAN

DAYTON

SECURE TO WALL AND CAP

SPARE 4" CONDUIT

JUNCTION BOX GROUND CABLE

1 1/2" LB AND CONDUIT FOR

4/0 CADWELD TO COUNTERPOISE

3/4" PVC THRU (CAST 2" PVC)

RED EMERGENCY LIGHT

DETECTOR" LABEL

FOR "HYDROGEN

6"W X 8"H MAT OUT

1 1/2" LB

AND CONDUIT

AND GROUND

CABLE TO

"COPPER DEMARC"

BOX.

#2 AWG INSULATED

COPPER CABLE.

CADWELD TO COUNTERPOISE

REV DESCRIPTION JCN

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SUBMITTED BY APPROVED BY

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ISSUED BY

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8 1234567

8 1234567

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REVIEWED BY

:2

D a n ie l C e n n e r

DATE

APPROVED

b o s a .d g n

T MODULE #1 P TPP MODULE #3

M

MODULE #2

E D

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NOT

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DO

NOT

SI

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DO

NOT

SI

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DO

NOT

SI

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NOT

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N b o s a .d

RTR SHELTER CABLE TRAY/DUCT PLAN

BOS RTRA - STANDBY TRANSMITTER SITE

BOS-501665-A005

01’ 1’ 3’2’

SCALE: 3/4" = 1’-0"

NOTES:

ELECTRICAL PANELS

PLANTS AND ELECTRONICS

A005 SCALE: 3/4" = 1’-0"

RTR SHELTER CABLE TRAY/DUCT PLAN

SEE NOTE 3

10’-0"

LINEAR FEET OF 4X4 SQUARE ’D’ DUCT REQUIRED.

SUPPORTS (OPENINGS ON TOP). FOUR (4) DROPS TOTAL. APPROXIMATELY 100

OPENING ON SIDE), PROVIDE ’DROPS’ TO 4X4 DUCT MOUNTED ON CABLE TRAY

AS SHOWN ON DRAWING. CEILING MOUNT FROM PANELS TO TRAY (SHIMMED WITH

3. RUN 4" X 4" SQUARE ’D’ DUCT RACEWAY FROM POWER PANELS TO CABLE TRAY

2. INSTALL 4" X 4" SQUARE ’D’ DUCT RACEWAY ALONGSIDE CABLE TRAY AS SHOWN.

SHOWN ON DRAWING.

ALUMINUM CABLE TRAY (B-LINE P/N: 25 A 09-24 OR APPROVED EQUAL) AS

1. INSTALL 4" NEMA VE1, 12" WIDE, 5" SIDE RAIL HEIGHT, 9" RUNG SPACING,

SEE NOTE 2

SEE NOTE 1

REV DESCRIPTION JCN

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SUBMITTED BY APPROVED BY

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8 1234567

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REVIEWED BY

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b o s c .d g n

22.05

21.97

21.80 21.61

18.06

20.71

19.19

21.23

19.92

21.47

20.51

20.56

15+00 20+00 25+00

EDGE OF PAVING

RUNWAY PAVING (BIT.)

RUNWAY LIGHT (TYP)

C RUNWAY 15R-33L

PERIMETER ROAD (BIT.)

1.9

1.8

.0

1.5

.7

1.17

.5

ACCESS

ROADWAY

SATELLITE STATIO

N

FAA EQUIP.

AREA

FAA EQUIP.

AREA

UNDERGROUND ELECTRIC

ELECTRIC

METER BOX

EMH

EMH

BIT. PAVING

EXIST. ELEC. DUCTS

(APPROX. LOCATION)

FUEL PIT

FUEL PIT

EMH

16"

APPROX. LOCATION

OF ELEC. SERVICE

TOP OF SLOPE

SWALE C

PROVIDE 16" GATE VALVE & BLIND FLANGE

FOR FUTURE CONNECTION

PROVIDE THRUST BLOCK AT END

OF PIPELINE (OR RESTRAINED JOINS)

FOR CONTINUATION OF

WATER LINE SEE DWG. NO. L15

I=7.32

I=8.53

CB W/OIL TRAP

AND SOLID COVER

R=17.5+ I=12.04

DI

R=14.9 I=12.90 10

R O

O F

L E A D E R

I=10.12

I=10.40

CB W/OIL

TRAP

R=15.40

I=14.12

DI

R=14.9 I=12.90

6" SANITARY

6" FIRE

6" DOMESTIC

6" FLOOR DRAIN

DI

R=16.8 I=13.00

DI

R=17.08 I=13.50

A C

C E

A D

W A

Y

33-07.8 4R+

16+60.65 33L

(MASSPORT STATIONING)

GUARDRAIL

RIPRAP

HEADWALL

EXISTING 18" CONCRETE

DRAIN (SEE DETAIL)

I=7.02

C DITCHL

T

C H

T

C H

C DITCHL

LOGAN DATUM-WATERWAYS

USED ON THIS PLAN

(MEAN SEA LEVEL

NGVD DATUM OF 1929)

100 YR FLOOD PLAIN

.2

.5

.7

0.00

5.28

LOGAN

DATUM ELEV.

14.78

NOTES:

EMH

EMH

EMH

SD

I=12.72

UNDERGROUND CABLE MARKER

UNDERGROUND ELEC.

050’ 50’ 100’

SCALE: 1" = 50’

1. ELEVATIONS BASED ON

LOGAN WATERWAYS DATUM.

0.0 = 5.28’ BELOW MSL.

2. HIGHLIGHTED ELEVATIONS SHOWN AS

°17.35w ARE FROM BRYANT ASSOC.

SURVEY DATED SEPT/OCT 1991.

BACKGROUND/SCREENED ELEVATIONS

3. MATERIALS:

WATER-DUCTILE IRON CEMENT LINED, CLASS 52

STORM DRAIN-REINF. CONC. PIPE CLASS V

(EXCEPT WHERE NOTED OTHERWISE)

SAN. SEWER-PVC (ASTM 3034 SDR 35)

4. UTILITY WORK SHALL CONFORM TO MASS.

PORT AUTHORITY STANDARDS.

1. UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE TAKEN FROM RECORD

PLANS. THEIR LOCATION MAY NOT BE ACCURATE OR COMPLETE. USERS MUST

VERIFY UNDERGROUND UTILITY DATA.

2. INFORMATION SHOWN ON THIS PLAN IS REFERENCED TO THE FOLLOWING DATUM PLANES:

HORIZONTAL: NAD 83

VERTICAL: CA/T & NGVD 29

3. THIS PLAN IS INTENDED FOR INFORMATIONAL PURPOSES ONLY, AND NO USE MAY

BE MADE OF THE SAME WITHOUT THE EXPRESS WRITTEN PERMISSION OF THE

MASSACHUSETTS PORT AUTHORITY ("THE AUTHORITY"). THE AUTHORITY DOES NOT

CERTIFY THE ACCURACY, INFORMATION OR TITLE TO THE PROPERTIES CONTAINED

IN THIS PLAN NOR MAKE ANY WARRANTIES OF ANY KIND, EXPRESS OR IMPLIED,

IN FACT OR BY LAW, WITH RESPECT TO ANY BOUNDARIES, EASEMENTS, RESTRICTIONS,

CLAIMS, OVERLAPS OR OTHER ENCUMBRANCES AFFECTING SUCH PROPERTIES.

NOTES:

HV259A

C259A

LV259

LV260

LV260A(C260)

EMH

EMH

EMH

LV258C

LV49B(LV258)

L V B

LV 259A

(C259)

SITE

HARBOR

OUTLET 21

CAUTION:

ADDITIONAL UNDERGROUND UTILITIES

MAY BE PRESENT, BUT NOT SHOWN.

FUEL OIL TANK-

(UNDERGROUND)

FOR FUEL LINES

BOSTON HARBOR

APPROX. LOCATION

OF MONUMENT NO. 47

N

W I

N T

H R

O P

B O

S T

O N

W I

N T

H R

O P

B O

S T

O N

4 WAY

Y

SD

SD

SD

EMH

RVR

12"

W E T L A

N D S

B U F F E R

Z

O N E

14.6

14.5 13.5

14.9

15.7

13.7

14.3 15.5

10.4

10.3

10.3

10.3

11.0

14.4

11.4

14.3

10.3

WETLANDS

11.4

11.5

11.1

11.4

14.8

11.0

11.0

15.5

15.4

15.1 14.3

16.1

T

MODULE

P

T

P P

MODULE

HVAC

#2

CAST

3" P

VCM

HVAC

#1

CAST

3" P

VC

MODULE

10’-0"

3’-11 5/16"

4’-5 15/16"

8’-5 7/16"

8’-5 3/8"

8’-5 3/8"

R ’-0 x

E x

E x

E x

E x

Ex Ex Ex Ex Ex Ex Ex Ex Ex Ex Ex Ex Ex

E x

E x

E x

E x

E x

E x

Ex Ex Ex Ex Ex Ex Ex Ex Ex Ex Ex Ex Ex

Ex

Ex

E x

E x

E x

E x

E x

E x

E x

E x

E x

E x

Ex

Ex

Ex

E x

E x

E x

E x

E x

Ex

Ex

Ex

Ex

Ex

Ex

Ex

E x

E x

E x

ExEx

E x

E x

E x

E x

E x

E x

E x

E x

E x

E x

E x

E x

E x

E x

E x

E x

E x

E x

E x

E x

E x

E x

E x

E x

E x

E x

E x

E x

E x

E x

Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx

W x

W x

W x

W x

W x

W x

W x

W x

W x

W x

W x

W x

W x

W x

W x

R O

W V

R O

W V

R O

W V

6"

R O

W V

S D x

S D x

S D x

S D x

S D x

S D x

S D x

SD

x

SD

x

SD

x

SD

x

SD

x

SD

x

SD

x

SD

x

S D x

S D x

S D x

SDx SDx SDx SDx

SD

x

S D x

S D x

S D x

S D x

S x

S S x

S S x

S S x

S S x

SSx SSx

Wx Wx

SDx SDx

Ex Ex

Cx Cx

Cx

CB

SMH

DMH

CB

DI

GV

I=

R=

ELECTRIC EXIST.

STORM DRAIN EXIST.

SANITARY SEWER EXIST.

WATER EXIST.

COMMUNICATION EXIST.

CATCH BASIN

SEWER MANHOLE

DRAIN MANHOLE

CATCH BASIN

DRAIN INLET

HYDRANT

GATE VALVE

PIPE INVERT

RIM ELEVATION

LEGEND:

LAND SUBJECT TO COASTAL

STORM FLOWAGE

SALT MARSH

BORDERING VEGETATED WETLAND COASTAL

BANK FEDERAL WETLAND BOUNDARY

Cx

C x

C x

C x

C x

C x

C x

S D x

S D x

S D x

S D x

S D x

S D x

C x

C x

C x

C x

C x

C x

C x

C x

C x

C x

C x

HOLDING TANK (UNDERGROUND)

10000 GAL. SANITARY

SHELTER AND TOWER, THIS CONTRACT

LOCATION OF NEW BOS STANDBY RTR,

WORK BOUNDARIES FOR PROPOSED

E D

M

IS

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DO

NOT

SI

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DO

NOT

SI

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DO

NOT

SI

GN

DO

NOT

SI

GN

DO

NOT

SI

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DO

NOT

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DO

NOT

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OVERALL SITE PLAN

BOS-501665-C001

o s c .d g n

THIS DRAWING PRODUCED ON NEW ENGLAND REGION MICROSTATION SYSTEM

ATO - TECHNICAL OPERATIONS EASTERN SERVICE AREA

IS NO LESS THAN 400 FEET FROM CL

BUILDING AND TOWER LOCATION

CONTRACTOR TO CONFIRM THAT

REV DESCRIPTION JCN

DATE

REDLINE

APVD

SUBMITTED BY APPROVED BY

JCN

DRAWN

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REV

ISSUED BY

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8 1234567

8 1234567

DATE

DRAWING NO

DESIGNED

REVIEWED BY

:2

:4

D a n ie l C e n n e r

DATE

APPROVED

b o s c .d g n

SITE

T

MODULE

P

T

P P

MODULE

HVAC

#2

CAST

3" P

VCM

HVAC

#1

CAST

3" P

VC

MODULE

E D

M

IS

S

U

R

DO

NOT

SI

GN

DO

NOT

SI

GN

DO

NOT

SI

GN

DO

NOT

SI

GN

DO

NOT

SI

GN

DO

NOT

SI

GN

DO

NOT

SI

GN

DO

NOT

SI

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DO

NOT

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PROPOSED SITE PLAN

BOS-501665-C002

o s c .d g n

010’ 10’ 20’

SCALE: 1" = 10’

EXISTING RVR SHELTER

(2 PLACES)

DUCTBANK

’ M

IN

DISTRIBUTION RACK

TRANSFORMER WITH POWER

REPLACE WITH NEW 75KVA

TRANSFORMER AND PAD.

REMOVE EXISTING 37 KVA

A

E003

RTR SHELTER

NEW

ANTENNA PLATFORM

NEW

SEE NOTE 1

SEE NOTE 2

30’

30’ (

SEE NOTE 3)

B

C003

A

C003

(2 PLACES)

DUCTBANK

(2 PLACES)

GRSC CONCRETE ENCASED SECTION

NOTES:

BOS RTRA - STANDBY TRANSMITTER SITE

4. REFER TO DRAWING C003 FOR CONDUIT AND TRENCH DETAIL.

APPROXIMATELY 60 FEET TOTAL LINEAR. SEE SECTION B, SHEET C003.

3. DUCTBANKS UNDER GRAVEL ROADWAY SHALL BE CONCRETE ENCASED,

(SEE SPEC 26-2), 1 SPARE.

2. PROVIDE AND INSTALL TWO PVC COATED (SEE SPEC 26-1.4.9.2.1) 4" GRSC’S - 1 FIBER

1 FIBER (SPEC 26-2)/COPPER.

1. PROVIDE AND INSTALL TWO PVC COATED (SEE SPEC 26-1.4.9.2.1) 4" GRSC’S - 1 POWER, REV DESCRIPTION JCN

DATE

REDLINE

APVD

SUBMITTED BY APPROVED BY

JCN

DRAWN

CHECKED

REV

ISSUED BY

H

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F

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H

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8 1234567

8 1234567

DATE

DRAWING NO

DESIGNED

REVIEWED BY

:2

:3

A

M D a n ie l C e n n e r

DATE

APPROVED

b o s c .d g n

E D

M

IS

S

U

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DO

NOT

SI

GN

DO

NOT

SI

GN

DO

NOT

SI

GN

DO

NOT

SI

GN

DO

NOT

SI

GN

DO

NOT

SI

GN

DO

NOT

SI

GN

DO

NOT

SI

GN

DO

NOT

SI

GN

DO

NOT

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T R

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T

TRENCH AND DUCT - DETAILS

BOS-501665-C003

o s c .d g n

RED ELECTRICAL WARNING TAPE

6" WIDE ALUMINUM BACKED

GRASS/GRADE

MAXIMUM DENSITY.

SOIL AND COMPACT TO 90%

IN 6" LAYERS. MOISTURE CONDITION

BACK FILL USING EXCAVATED SOIL

NOTES:A

C002 SCALE: 1" = 1’-0"

2X2 DUCT BANK DETAIL - GRASS/FIELD AREA

IP

E S

B

C003 NOT TO SCALE

CONDUIT RISER - 12 PLACES

SHELTER

LB

TO COUNTERPOISE

CAD WELD GRSC’S

AND GROUND BONDING STRAPS

WITH EXPANSION COUPLINGS

ALL CONDUIT RISERS

IP

E S

GRAVEL ROADWAY

RED ELECTRICAL WARNING TAPE

6" WIDE ALUMINUM BACKED

CONCRETE ENCASED

GRSC (SPEC 26-1.4.9.2.1)

TWO 4", PVC COATED

GRSC (SPEC 26-1.4.9.2.1)

TWO 4", PVC COATED

B

C002 SCALE: 1" = 1’-0"

2X2 DUCT BANK DETAIL - GRAVEL ROADWAY AREA

4" PVC COATED GRSC

BOS RTRA - STANDBY TRANSMITTER SITE

CABLES THAT SHALL BE INSTALLED IN THE POWER GRS CONDUITS.

12.REFER TO DRAWING BOS-501665-E003 FOR DETAIL ON THE POWER AND GROUND

WITH FIBER CABLE. LEAVE 20’ OF SLACK AT EACH END.

TO RTR COPPER DEMARC BOX. COPPER CABLE SHALL NOT SHARE AN INNER-DUCT

FIBER/COPPER GRSC INNER-DUCT; FROM RVR COPPER PATCH DEMARC BOX

(SUPERIOR ESSEX P/N: 04-028-04 OR APPROVED EQUAL) IN ONE OF THE

11.PROVIDE AND INSTALL ONE 12-PAIR #19 AWG RDUP PE-39 COPPER CABLE

PATCH PANEL TO RVR FIBER PATCH PANEL.

FIBER BUNDLE IN EACH MICRO-DUCT/TUBE CABLE (2 TOTAL); FROM RTR FIBER

10.PROVIDE AND INSTALL ONE 12-STRAND (62.5/125) MULTI-MODE AIR-BLOWN

PANEL TO RVR FIBER PATCH PANEL.

BUNDLE IN EACH MICRO-DUCT/TUBE CABLE (2 TOTAL); FROM RTR FIBER PATCH

9. PROVIDE AND INSTALL ONE 24-STRAND SINGLE-MODE AIR-BLOWN FIBER

SHARE AN INNER-DUCT WITH COPPER COMM CABLE.

RVR TUBE DISTRIBUTION CABINET. THE MICRO-DUCT/TUBE CABLE SHALL NOT

GRSC AND FIBER GRSC (2 TOTAL); FROM RTR TUBE DISTRIBUTION CABINET TO

DUCT OR SUMITOMO 4-TUBE CABLE IN ONE INNER-DUCT OF THE FIBER/COPPER

8. PROVIDE AND INSTALL ONE 4-WAY 8.5 MM/6 MM eABF FUTUREPATH MICRO-

ASTM D3035. EACH INNER-DUCT SHALL HAVE A NYLON PULL TAPE.

SDR 13.5 AND SHALL MEET MATERIAL AND DIMENSIONAL REQUIREMENTS OF

FIBER/COPPER AND FIBER 4" GRS CONDUITS. INNER-DUCTS SHALL BE HDPE

7. PROVIDE AND INSTALL THREE 1 1/4" SMOOTH-WALL INNER-DUCTS IN THE

TO BE INSTALLED.

6. MANDREL EACH CONDUIT INSTALLED IN WHICH CABLE OR INNER-DUCT IS

TAPE WITH RED BACKGROUND COLOR AS SHOWN ON DRAWINGS.

5. INSTALL 6" WIDE, 0.005" THICK DETECTABLE UNDERGROUND WARNING

MANUFACTURERS. ADAPT PLUGS TO FIRMLY SECURE THE PULL TAPE.

REMOVABLE TAPERED PLUGS OF A TYPE RECOMMENDED BY THE DUCT

IN EACH SPARE DUCT. SEAL OPEN ENDS OF SPARE DUCTS WITH

4. INSTALL 1/4" PULL TAPE, MINIMUM TENSILE STRENGTH OF 400 LBS.,

DETAILS ON THE ROUTES.

TRANSFORMER TO NEW RTR. REFER TO DRAWING BOS-501665-C002 FOR

1 FIBER/COPPER) AND (1 FIBER, 1 SPARE) FROM EXISTING RVR/NEW

3. INSTALL TWO, 2 X 4" PVC COATED CONDUIT DUCT BANKS (1 POWER,

FAA SPECIFICATION FAA-C-1391C AND FAA-STD-19C.

2. TRENCH, CONDUIT, AND CABLE INSTALLATIONS SHALL COMPLY WITH

SHELTER TO EXISTING RVR SHELTER AND NEW TRANSFORMER.

1. CONDUIT AND TRENCH DETAILS FOR DUCT BANK RUN FROM NEW RTR

01’ 1’ 2’

SCALE: 1" = 1’-0"

REV DESCRIPTION JCN

DATE

REDLINE

APVD

SUBMITTED BY APPROVED BY

JCN

DRAWN

CHECKED

REV

ISSUED BY

H

G

F

E

D

C

B

A

H

G

F

E

D

C

B

A

8 1234567

8 1234567

DATE

DRAWING NO

DESIGNED

REVIEWED BY

:3

D a n ie l C e n n e r

DATE

APPROVED

b o s q .d g n

UP 90 DEG, R 1/4"

NOT TO SCALE

ANTENNA PLATFORM J-BOX MOUNTINGE

NOT TO SCALE

A

Q001

ANTENNA PLATFORM J-BOX (FRONT VIEW)

NOT TO SCALE

B

Q001

ANTENNA PLATFORM J-BOX (SIDE VIEW)

NOT TO SCALE

C

Q001

ANTENNA PLATFORM J-BOX BOTTOM (PLAN VIEW)

NOT TO SCALE

D

Q001

ANTENNA PLATFORM J-BOX 90 DEG GND BAR

Q001

E D

M

IS

S

U

R

DO

NOT

SI

GN

DO

NOT

SI

GN

DO

NOT

SI

GN

DO

NOT

SI

GN

DO

NOT

SI

GN

DO

NOT

SI

GN

DO

NOT

SI

GN

DO

NOT

SI

GN

DO

NOT

SI

GN

DO

NOT

RS

O

N S

T R

U C

T

IO

N b o s q .d

ANTENNA JUNCTION BOX

BOS-501665-Q001

(26 TOTAL)

21/32" DIA

3/4"

2’-5 5/8"

2 1/4"

2 1/4"

1 7/8"

3/4"

3 3/4"

6 1/2"

5 3/4"

4 3/4"

4"

2 5/8"

1 3/16"

0"

7/16"

1 3/4" 7/16"

3’-0"

3’-0"

4 7/32"

NOTE 3

NOTE 4

NOTE 4

5, 6, 7

NOTES-

NOTE 3

NOTE 3

NOTE 8

NOTE 8

NOTE 1

NOTE 2

NOTE 2

NOTE 2

1.

2.

3.

4.

5.

6.

7.

8.

NOTES:

9. ALL EXTERIOR HARDWARE SHALL BE STAINLESS STEEL.

ON EACH SIDE OF THE BOX (24 TOTAL).

ONE LMR-400UF CABLE, (THOMAS & BETTS P/N:2532 OR APPROVED EQUAL). TWELVE CONNECTORS

SUPPLY AND INSTALL LIQUID-TIGHT STRAIN RELIEF CONNECTORS, EACH SIZED TO ACCOMMODATE

ADPATERS.

CONNECT HELIAX N CONNECTORS TO THE SHELTER SURGE PROTECTORS AND TOWER N BULKHEAD

OF THE HELIAX CABLES PER MANUFACTURER’S SPECIFICATIONS.

SUPPLY AND INSTALL TYPE N MALE CONNECTORS (ANDREW P/N: L4TNM-PSA) ON EACH END

SHELTER JUNCTION BOX.

CONNECTORS IN THE PLATFORM JUNCTION BOX TO THE ANTENNA SURGE ARRESTERS IN THE

SUPPLY AND INSTALL 26, 1/2" HELIAX CABLES (ANDREW P/N: LDF4-50A) FROM BULKHEAD

THE TYPE N BULKHEAD CONNECTORS IN JUNCTION BOX GROUND BAR.

BOX. THE HELIAX LIQUID-TIGHT CONNECTORS ARE SPACED TO ALIGN HELIAX CABLES TO

P/N: 2535), ONE PER 1/2" HELIAX CABLE, AT THE BOTTOM OF THE PLATFORM JUNCTION

SUPPLY AND INSTALL 26, LIQUID-TIGHT STRAIN RELIEF CONNECTORS (THOMAS & BETTS

BELOW GRADE AND SHALL BEEXOTHERMICALLY WELDED TO THE #4/0 TOWER COUNTERPOISE.

SHALL RUN INTO THE EARTH IN A 1" SCHEDULE 80 PVC CONDUIT RUN 12" ABOVE AND

GND BAR WITH A 2-HOLE COPPER COMPRESSION LUG. THE OTHER END OF THE GND CABLE

AN APPROVED FASTENER. THE PLATFORM END OF THE CABLE SHALL TERMINATED AT THE

COUNTERPOSE. THE GND CABLE SHALL BE ATTACHED TO THE TOWER EVERY 3’ MINIMUM WITH

OF A TOWER LEG THAT DOES NOT CONTAIN A DOWN CONDUCTOR, AND TO THE TOWER

CONNECTOR (THOMAS & BETTS P/N 2535 OR APPROVED EQUAL), ROUTED DOWN THE INSIDE

SHALL RUN OUT OF THE BOX VIA A JUNCTION BOX LIQUID-TIGHT STRAIN RELIEF

FROM PLATFORM JUNCTION BOX GROUND BAR TO THE TOWER COUNTERPOISE. THE CABLE

SUPPLY AND INSTALL ONE #4/0 THWN COPPER GND CABLE (GREEN WITH RED TRACER),

CONNECTORS (L-COM PN: AXA-NFNFB2 OR APPROVED EQUAL) ONTO GROUND BAR AS SHOWN.

BOX BACK PANEL. SUPPLY AND INSTALL 26, 50 OHM N TYPE (FEMALE - FEMALE) BULKHEAD

AS SHOWN ON THIS DRAWING. THE GROUND BAR SHALL BE MOUNTED ONTO THE JUNCION

BAR, WITH MOUNTING BRACKETS AND ISOLATORS, INTO ANTENNA PLATFORM JUNCTION BOX

SUPPLY AND INSTALL ONE 2’-5 5/8" L X 6 1/2" W X 1/4" THICK 90 DEGREE GROUND

BE CENTERED BETWEEN ADJACENT ANTENNA MOUNTS.

THE TOP OF THE BOX BEING FLUSH WITH THE TOP OF THE HANDRAIL. ENCLOSURE SHALL

THE ENCLOSURE SHALL BE SECURED TO THE HANDRAIL OF THE TOWER PLATFORM WITH

AND MATCHING STUD MOUNTED BACK PANEL (HOFFMAN PN:A36P36G OR APPROVED EQUAL).

NEMA-4X STAINLES STEEL ENLCOSURE (HOFFMAN PN: A36H3612SS6LP OR APPROVED EQUAL)

SUPPLY AND INSTALL ONE 36"H x 36"W x 12"D, CONTINUOUS HINGE WITH CLAMPS, BACK PANEL

JUNCTION BOX

MOUNT KIT.

PART OF ALT 3875

(ALT PN: 3880). (2 TOTAL).

STAND OFF BRACKETS

PART OF ALT 3875 MOUNT KIT.

(ALT PN: 3870). (2 TOTAL).

3/8" POLY INSULATOR

JUNCTION BOX

CHANNEL SUPPORT FOR

GALVANIZED UNISTRUT

INSTALL 1-1/2"

TOE BOARD (TYP)

TOWER LEG

PLATFORM FLOOR

SEE NOTE 1

JUNCTION BOX.

ANTENNA CABLE

SEE NOTE 3

TOWER EES.

PLATFORM J-BOX TO

WITH RED TRACER).

CABLE (GREEN

INSULATED COPPER

INSTALL #4/0

REV DESCRIPTION JCN

DATE

REDLINE

APVD

SUBMITTED BY APPROVED BY

JCN

DRAWN

CHECKED

REV

ISSUED BY

H

G

F

E

D

C

B

A

H

G

F

E

D

C

B

A

8 1234567

8 1234567

DATE

DRAWING NO

DESIGNED

REVIEWED BY

:3

:3

D…