CONSTRUCTION DRAWINGS, attachment to the specifications.pdf

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DEPARTMENT OF TRANSPORTATION

FEDERAL AVIATION ADMINISTRATION

EASTERN SERVICE AREA

REMOTE CENTER AIR/GROUND

COMMUNICATIONS (RCAG) FACILITY

TOWER REPLACEMENT AND UPGRADES

ROCHESTER, NY CROC)

DRAWING LIST

DRAWING TITLE

COVER AND INDEX SHEET

LEGEND

GENERAL NOTES

!SAMAN RD,

RCAG

SITE

VICINITY MAP

06/25/2018 CONSTRUCTION, WR •17187 <EKS)

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1400222 03/12/2018

DRAWING NUMBER

ROC-1400222-G001

ROC-1400222-G002

ROC-1400222-G003

ROC-1400222-D001

ROC-1400222-C001

ROC-1400222-S001

ROC-1400222-E001

ROC-1400222-E002

ROC-1400222-E003

ROC-1400222-E004

EXISTING SITE PLAN DEMOLITION

PROPOSED ANTENNA TOWER LAYOUT PLAN

REV APPROVED

DATE DESCRIPTION JCN REDLINE

DATE ,PVD B

ROC-1400222-EOOS

ROC-1400222-Q001

30' HT. GENERIC TOWER ELEVATION AND STAIR PLAN

SITE GROUNDING DETAILS SHEET 1 OF 2

SITE GROUNDING DETAILS SHEET 2 OF 2

SHELTER JUNCTION BOX DETAILS

ANTENNA PLATFORM JUNCTION BOX AND

GROUND BAR DETAILS

COAX CABLE INSTALLATION

EQUIPMENT ROOM LAYOUT

4 3

DEPARTMENT OF TRANSPORTATION

FEDERAL A VIA TI ON ADMINISTRATION

ATO - TECHNICAL OPERATIONS EASTERN SERVICE AREA

RCAG

TOWER REPLACEMENT AND UPGRADES

COVER AND INDEX SHEET

ROCHESTER GREATER ROCHESTER INT'L AIRPORT

REVIEWED BY SUBMITTED BY () n

J. TIMONY~~\YML(, ~r-

PROJECT ENGINEER MGR: ENGINEERING CENTER

NY

DESIGNED ISSUED BY DATE JCN

DRAWN JT ENGINEERING SERVICES >--DR-AW-ING~~=~1~2=51~2=01=8 --~1~40=02.=R~=,~

CHECKED EKS COMMUNICATIONS ROC-1400222-GOOl

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RRCS

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TACAN

ABBREVIATIONS

AMP

AIR TO GROUND

ABOVE GROUND/GRADE LEVEL

APPROACH LIGHT SYSTEM

NAS IMPLEMENTATION (FAA)

AIR OPERATIONS AREA

AIRPORT REFERENCE POINT

AMERICAN WIRE GAUGE

AUTOMATED WEATHER OBSERVATION SYSTEM CNWSl

BACKUP

BELOW GROUND/GRADE LEVEL

BUILDING

BARE SOLID COPPER

CONTROL

CONSTRUCTION ENGINEER/CIVIL ENGINEERING TECHNICIAN CTSSC)

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-RA!Ll

MAXIMUM

MACHINE BOLT

MAST-ON-GROUND (L!Rl MIDDLE MARKER C!LSl

MULTI-POINT <GROUND)

MAST-ON-STAND CL!R)

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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TPST

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TSSC

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TYP

UPS

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VHF

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WPN ws

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TAXIWAY EDGE LIGHTS

TELEPHONE COMPANY

THRESHOLD

TRIPLE POLE, SINGLE THROW

TAXIWAY SAFETY AREA

FAA TECHNICAL SUPPORT SERVICE CONTRACT

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

(PARSONS)

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SYMBOLS LEGEND

SUBTITLE REFERENCE

REFERENCE NUMBER/LETTER

(PLAN, DETAIL/ ELEVATION, SECTION) -

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\_XXX~' SCALE: X·XXX

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SHEET NUMBER(S) WHERE CALLOUT(Sl TO PLAN, DETAIL, ELEVATION OR SECTION IS/ARE LOCATED

ELEVATION CALLOUT REFERENCE

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V/;_"fXY

ELEVATION REFERENCE LETTER

lEET NUMBER WHERE

ELEVATION IS LOCATED

SECTION CALLOUT REFERENCE

SECTION REFERENCE LETTER

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SHEET NUMBER WHERE

SECTION IS LOCATED

DETAIL CALLOUT REFERENCE

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X "/'.;, DETAIL REFERENCE NUMBER

lHEET NUMBER WHERE

DETAIL IS LOCATED

DRAWING PREFIXES

CXXX - CIVIL

EXXX - ELECTRICAL/ELECTRONIC

GXXX - GENERAL

axxx - EQUIPMENT

SXXX - STRUCTURAL

06/25/2018 CONSTRUCTION, WR •17187 (EKS) 1400222 03/12/2018

REV

ATO

APPROVED

DATE DESCRIPTION JCN

DEPARTMENT OF TRANSPORTATION

FEDERAL AVIATION ADMINISTRATION

REDLINE

DATE

- TECHNICAL OPERATIONS EASTERN SERVICE

RCAG

TOWER REPLACEMENT AND

LEGEND

UPGRADES

Af'VD

AREA

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ROCHESTER

REVlEWEO BY

SUBMITTED BY

GREATER ROCHESTER INT'L AIRPORT _,, /, _.---;;:-' NY 1·

APPROVED BY ' / /, ,' / ' /I C

_,("" -,__,_ / ~ 'i""" A ~ J. r,MoNY e(rA Uvi~ v M.GORDON ~

PROJECT ENGINEER MGR: ENGINEERING CENTER

ISSUED BY DATE 06/25/2018 IJCN 1400222

t---+---+DccRcccAW""N,------~JT ENGINEERING SERVICES "'o=RA=w=JNG~NO~--~-----=R=-"'Ev

EKS COMMUNICATIONS

DESIGNED

CHECKED ROC-1400222-G002

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GENERAL NOTES:

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

AND UPGRADES AT THE REMOTE CENTER AIR-GROUND COMMUNICATIONS (RCAG)

FACILITY IN ROCHESTER, 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 RCAG FACILITY MAY REQUIRE A SHUTDOWN.

COORDINATE ALL RCAG 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 AND

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. CONTRACTOR SHALL PERFORM A "GROUND PENETRATING RADAR" STUDY

WITHIN ALL AREAS TO BE EXCAVATED IN ORDER TO LOCATE AND IDENTIFY

ANY AND ALL UNDERGROUND UTILITY, CABLES, DUCTS, ETC. PRIOR TO

ANY EXCAVATION ACTIVITY.

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. 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.

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

MINIMUM. FINAL CONDITION SHALL BE APPROVED BY THE FAA.

7. ALL EXCAVATIONS WITHIN 10' OF RCAG SHELTER SHALL BE PERFORMED

BY HAND.

ELECTRICAL WORK:

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

SPECIFICATIONS AND IN NO CASE SHALL VIOLATE THE NATIONAL ELECTRIC

CODE CNFPA 70, NEC).

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

CABLE AND CONNECTORS PROVIDED AND INSTALLED BY SUBCONTRACTOR. ALL

FLEXIBLE LIQUIDTIGHT 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.

6 5

TOWER DESIGN, FABRICATION, AND INSTALLATION:

1. 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.

2. THE TOWER PLATFORM 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 V/V DOUBLE STACK

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

APPROVED WALK UP STAIRWAY. THE PLATFORM SHALL BE CONSTRUCTED OF

ANGLE FRAMING MEMBERS AND THE FLOOR SHALL BE FABRICATED FROM BAR

TYPE GRATING. 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 WIND LOAD PER ANSI STANDARD

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

THE FOLLOWING:

A. SIXTEEN (16) UHF/VHF DOUBLE STACK ANTENNAS, MOUNTED AROUND THE

PLATFORM HANDRAIL.

B. ONE JUNCTION BOX (9 SQUARE FEET) MOUNTED ON THE PLATFORM

HANDRAIL.

C. THIRTY TWO ANTENNA CABLES, EACH 1 INCH DIAMETER, (LMR-900)

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 AISC 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 SERRATED BAR GRATED TYPE 19-W2 OR EQUAL,

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, ANTENNA MOUNTS, JUNCTION BOXES, WAVEGUIDE

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

APPURTENANCE LOADINGS, ETC. THE ANTENNA MOUNT DESIGN SHALL BE

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

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

TO TOWER P,E, FOR STRUCTURAL ANALYSIS,

11, THE CONTRACTOR SHALL BE RESPONSIBLE FOR; PROVIDING, ASSEMBLING AND

ERECTING THE TOWERS, INCLUDING THE PREASSEMBLED PARTS AND CHECKING ALL

TORQUE VALUES AS LISTED UNDER THE TOWER ERECTION SPECIFICATIONS, THE

CONTRACTOR, OR SUB-CONTRACTORS, SHALL HAVE A MINIMUM OF 5 YEARS EXPERIENCE

WITH ASSEMBLING AND ERECTING SUCH TYPE TOWERS, PROVIDE PROOF OF

EXPERIENCE TO COR DURING SUBMITTAL PROCESS,

12, THE TOWER MANUFACTURER SHALL BE LOCATED WITHIN THE CONTINENTAL U.S.

AND HAVE EXPERIENCE DESIGNING AND MANUFACTURING TOWERS OF SIMILAR SCOPE,

SIZE AND COMPLEXITY FOR A MINIMUM OF FIVE YEARS,

ELECTRICAL GROUNDING:

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

UNDERGROUND GROUNDING CONDUCTORS SHALL BE 24 INCHES (MINIMUM) BELOW

GRADE EXCEPT AT GROUND RODS AND AS OTHERWISE INDICATED.

ADDITIONAL GROUNDING NOTES ON DRAWING ROC-1400222-E001.

3 2

STRUCTURAL STEEL & WELDING:

1. 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".

2. ALL STRUCTURAL STEEL SHALL BE HOT DIP GALVANIZED IN ACCORDANCE WITH ASTM STANDARD A123. IF HSS OR TUBE SECTIONS ARE USED, THE HOT DIP GALVANIZING SHALL ALSO BE PROVIDED ON THE INSIDE SURFACES. THE GALVANIZING SHALL BE APPLIED AFTER FABRICATION. TOUCH UP IN THE FIELD WITH TNEME-ZINC #90-97 URETHANE ORGANIC ZINC RICH PRIMER. PREPARE SURFACE

IN ACCORDANCE WITH MANUFACTURER'S WRITTEN INSTRUCTIONS.

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 JS 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=3000 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 CACI 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 AND 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 STAIRS WORK:

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

ANO HEALTH REGULATIONS, AND LOCAL AUTHORITY HAVING JURISDICTION.

2. DESIGN LIVE LOADS: UNIFORM LIVE LOAD 37 PSF OVER THE ENTIRE WORKING AREA BUT NOT LESS THAN A TOTAL NORMAL

FACTORED LOAD OF 750 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 FIELD CONNECTIONS.

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

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

7. 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.

8. STAIRS SHALL BE DESIGNED TO SUPPORT A 500 LB CONCENTRATED LIVE LOAD AT ANY ONE POINT.

06/25/2018 CONSTRUCTION, WR •17187 <EKSJ 1400222 03/12/2018

REV APPROVED

DATE DESCRIPTION JCN

DEPARTMENT OF TRANSPORTATION

FEDERAL AVIATION ADMINISTRATION

REDLINE

DATE APVD

ATO - TECHNICAL OPERATIONS EASTERN SERVICE AREA

RCAG

TOWER REPLACEMENT AND UPGRADES

GENERAL NOTES

ROCHESTER GREATER ROCHESTER INT'L AIRPORT _ - NY

APPROVED BY <'7..,,£ /< -t.

M.GORDON ~- t-~ . ~

PROJECT ENGINEER MGR: ENGINEERING CENTER

DESIGNED ISSUED BY DATE I JCN

>---+--+D-R-AW_N ____ ~JT""" ENGINEERING SERVICES cco=RA~w~1NG,,-=~~=1~2=5'--12=0'°'1"'"8'-----~14"'0-"-0r"2R2"'E~=-t

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BEGINNING

. / 1 ", EXISTING/DEMO SITE PLAN

·,0001 1 SCALE: 1" • 20' -

NOTES

1. THE ROC RCAG SITE IS AN OPERATIONAL FACILITY. THE CONTRACTOR SHALL

COORDINATE ALL WORK THROUGH THE COTR, SO THAT WORK MAY BE SCHEDULED

AS EFFICIENTLY AS POSSIBLE AND NOT DISRUPT THE OPERATIONS OF THE

FACILITY.

2. THE CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL EXISTING UNDERGROUND

UTILITIES AND CABLES IN THE WORK AREA PRIOR TO EXCAVATING. THE

CONTRACTOR WILL COORDINATE WITH THE COTR TO LOCATE THEIR UTILITIES

AND CABLES. DUE TO.THE CRITICAL NATURE OF THE FACILITY, HAND

EXPLORATORY EXCAVATION AND/OR HOYRO-EXCAVATION SHALL BE REQUIRED

3.

4.

5.

TO LOCATE EXISTING UNDER GROUND COAX CABLES AND UTILITIES.

ALL EXCAVATION ACTIVITIES SHALL BE PERFORMED WITH FAA PERSONNEL IN

ATTENDANCE.

CONTRACTOR SHALL REMOVE ONE (1) EXISTING 40 FT. GUYED STEEL TOWER IN

THE NORTH WEST CORNER, THEN THE NEW PLATFORM TOWER CAN BE INSTALLED.

ONCE THE NEW PLATFORM TOWER IS COMPLETE, THE FAA PERSONNEL WILL NEED

TO MOVE EXISTING FREQUENCIES ONTO THE NEW TOWER. ONCE THE CUT OVER

IS COMPLETE (10 TO 15 WORKING DAYS), THEN THE THREE REMAINING 40 FT.

GUYED STEEL TOWERS CAN BE REMOVED. TOWER FOUNDATIONS AND ALL CABLE

AND CONDUIT RISERS SHALL BE REMOVED TO 12" BELOW GRADE MINIMUM.

HORIZONTAL CONDUIT AND CABLE RUNS BELOW GRADE CAN BE ABANDONED IN

PLACE. REMOVE AND DISPOSE OF ALL HARDWARE, JUNCTION BOXES, CABLES,

CONDUITS, ETC, ASSOCIATED WITH THESE FOUR TOWERS. REMOVE ALL DEBRIS

FROM THE SITE INCLUDING ANY BOLTS, NUTS, AND WASHERS THAT MAY END UP

ON THE GROUND AS PART OF THE TOWER REMOVAL. BACKFILL EXCAVATED AREAS

WITH FILL AND 6 INCHES OF LOAM, SEED ACCORDINGLY.

PLOT NOTES

OWNER ......... KEN REIMEL, CELL 233-2831 (7/28/05)

ADDRESS .•.••.. WAYLAND, NY

LOCAT!ON ..•.•. STUEBEN COUTY, NY

LATITUDE •..••• 42°30'27"

LONGITUDE .•••. 77°37'00"

ELEVATION .•... 2114

POWER •.•.•...• N.Y. STATE ELEC. & GAS

HORNELL, NY

CONTROL ••••••• ROCHESTER TELEPHONE CORP.

63 STONE ST. ROCHESTER, NY

BEARINGS •..••• ALL BEARINGS ARE TRUE

FROST DEPTH ••• 48 INCHES BELOW FINISHED GRADE

LEGEND

6 DENOTES 40'GUYED ANTENNA TOWER TYPE AS MODEL 2

WITH 4 ASB MODEL I ANTENNA BRACKETS

0 DENOTES STAKE SET

= DENOTES GUY ANCHOR

·-··- DENOTES 5 RUNS OF RG-17-U CABLE FROM EACH

TOWER TO BUILDING AS INDICATED

D DENOTES GUARD POST

THERE WILL BE A TEN TO TWENTY DAY "BURN-IN" PERIOD BETWEEN CUT-OVER TO

THE NEW TOWER AND DEMOLITION OF EXISTING TOWERS. CONTRACTOR SHALL

SCHEDULE WORK ACCORDINGLY. o DENOTES GROUND WIRE ROD (ALL GND. RODS TIED TOGETHER)

8 7 6 5

POINT OF

REFERENCE

900' TO

POWER POLE

N.Y. S.E.ScG.

1926 E.18

U.S. C.&G.S. MARKER

FOX 1939

ELEV. 2144.0'

4 I

ANTENNA PLAN

~w IQWl;;B ~I;; IQWl;;B AT-197 284.6 (Tl AT-197 284.6 FA-5197 381.6 (Tl 125.55 VHF RCVR 128.28 < R l VHF RCVR 133.75 CA-1563 133.75 (Tl 0-2277 UHF ( R l

SPARE CABLE

SW IPWEB SE IOWEB

AT-197 284.6 <Tl AT-197 335.5 AT-197 125.55 <Tl AT-197 381.6

133.75 <Tl FA-8132B NEW VHF D-2277 UHF <Tl VHF RCVR SPARE

SPARE CABLE

3 2

< R l < R l < R l

< R l < R l <Tl < R l

-. MARK$ AD,

( ·. ~ RCAG

Ir SITE l

LOCATION MAP

BOUNDARY OF

LEASED AREA

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POINT OF \ I \ I / / /

BEGINNING

THIS PROJECT COPY IS BASED ON DRAWING

ROC-D-RCAG-C001, REV E, DATED 01/25/2007

A

- 06/2512018 CONSTRUCTION, WR •17187 (EKS) 1400222 03/12/2018

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/ 2" \ VICINITY SKETCH REV APPROVED

DATE DESCRIPTION JCN REDLINE

DATE APVO B

SCALE: 1" = 40'

40' 0 40' 80'

SCALE: 1" = 40'

20' 0 20' 40'

SCALE: 1" = 20'

4 3

DEPARTMENT OF TRANSPORTATION

FEDERAL AVIATION ADMINISTRATION

ATO - TECHNICAL OPERATIONS EASTERN SERVICE

RCAG

TOWER REPLACEMENT AND UPGRADES

EXISTING SITE PLAN DEMOLIITION

AREA

ROCHESTER GREATER ROCHESTER INT'L AIRPORT - NY

REVIEWED BY SUBMITTED BY n rt, J. T/MONY ~ l.::0"l~

APPROVED BY __.._,- //r/ t4, . .(:,,,--

M, GORDON J

PROJECT ENGINEER MGR: ENGINEERING CENTER

DESIGNED ISSUED BY DATE JJCN

DRAWN JT ~NGINEERING SERVICE.c-o~R-Aw-,N~G-"~'-"~"-1='25

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UP TO

' TOWER PLATFORM

l~::;;;:-==:- 1 l ~

-- - --0-- - -- - --'·

I 48 "Wx36"Hx16 11D

JUNCTION BOX

I

APPROX, 30 1

HELIAX CABLE

ENTRY PANEL

~ 48 11X36 "X16" V--- JUNCTION BOX

a)

I ~TNING 1

---------------------------------·- r-

AIR TERMINAL I

ARRESTOR I

Q,j--- - -- - -+-0-- - - ---(-- - -- - __ ,,, l I I I -<X)

I I I

I I -

(12 PERIMETER MOUNTS)

(4 CENTER MOUNTS)

16 TOTAL ANTENNA MOUNTS,

EACH WITH U/V DOUBLESTACK

ANTENNAS, 8 FT, SEPARATION

BETWEEN ALL ANTENNAS

7 6

!OVERHEAD CABLE ICE TRAY WITH

32 LMR-900 COMMUNICATIONS

CABLES TO TOWER J-BOX

AND SHELTER J-BOX

NEW 24'X24' PLATFORM TOWER

WITH 3' WIDE ACCESS STAIRWAY

RISING 30 FT, TO PLATFORM, AS

DESIGNED BY TOWER MANUFACTURER

/' 1 ', PROPOSED TOWER LAYOUT PLAN

1 C001 SCALE: 1/ 4"g1'-0"

4'

EXISTING

RCAG

SHELTER

', ·c· ..

· ,.:,4~'x3~;

PAVED

PARKING

ARE) .. ,

0 4'

SCALE: 1/ 4" = 1'-0"

8'

I I

,·"v,'

I

/EXISTING 3'X2'X1'

STAINLESS STEEL

JUNCTION BOX C2PLJ, ~ CONTRACTOR TO REMOVE

10_, BOTH J-BOXES FROM THE

~ EXTERIOR OF THE SHELTER,

,.,._,. PLUG UP THE ENTRY PORT

WITH MORTAR, AND PATCH/

FULLY REPAIR THE VINYL

SIDING ACCORDINGLY,

MATCH EXISTING SIDING

AS BEST AS POSSIBLE,

06/25/2018 CONSTRUCTION, WR •17187 (EKSl 1400222 03/12/2018

REV APPROVED

DATE DESCRIPT!ON JCN REDLINE

DATE Af'VD

DEPARTMENT OF TRANSPORTATION

FEDERAL AVIATION ADMINISTRATION

ATO - TECHNICAL OPERATIONS EASTERN SERVICE

RCAG

TOWER REPLACEMENT AND UPGRADES

PROPOSED ANTENNA TOWER LAYOUT PLAN

AREA

ROCHESTER GREATER ROCHESTER INT'L AIRPORT ,,, ,, ~ NY

REVIEWED BY

SUBMITTED BY

M

APP

RG0QvERoOOsY_ /f':;-P" /~ kr J. TIMONY ~ ¼;,VI.\~ ~ Jfv J

PROJECT ENGINEER MGR: ENGINEERING CENTER

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DESIGNED ISSUED BY DATE . !JCN

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,___,___----,~~---E-K__,s COMMUNICATIONS

CHECKED

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ROC-1400222-C001 ~

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AIR TERMINAL MAST, GRSC

AS DESIGNED BY TOWER

MANUFACTURER - 2" MIN.

(TOP TIP OF ARRESTOR

30' ABOVE GRATING)

TOP OF GRATING

A GENERIC 24 FOOT x 24 FOOT - 30 FOOT HIGH TOWER

S001 NOT TO SCALE

7 6

16 V/V ANTENNA MOUNTS TOTAL

12 PERIMETER MOUNTS

4 PLATFORM MOUNTS

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NOTE: LOCATION & LAYOUT OF

STAIRS MAY VARY.

ANTENNA MOUNTS TO EXTEND

8" ABOVE TOP OF HANDRAIL

3 1 -0 11

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24 1 -0 11

1 GENERIC TOWER ELEVATION & ST AIR PLAN

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06/25/2018 CONSTRUCTION, WR •17187 (EKSJ 1400222 03/12/2018

REV APPROVED

DATE

DESCRIPTION JCN REDLINE

DATE APVD B

DEPARTMENT OF TRANSPORTATION

FEDERAL AVIATION ADMINISTRATION

ATO - TECHNICAL OPERATIONS EASTERN SERVICE

RCAG

TOWER REPLACEMENT AND UPGRADES

30' HT. GENERIC TOWER ELEVATION

AND STAIR PLAN

ROCHESTER GREATER ROCHESTER INT'L AIRPORT

REVIEWED BY

SUBMITTED BY APPROVED SY

J.T/MONY Rlf\"~ ' ~

PROJECT ENGINEER

AREA

NY

DESIGNED ISSUED BY DATE JCN

o---+------<-oR-Aw_N ___ ~J~T ENGINEERING SERVICES "'o;;cRA=w,=NGcc--o""N~C'-/~25~1~2=0=1B~---~== 1400222

REV

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2 1 z

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#4/0 CAD-WELD TO

FOUNDATION REBAR

( 2 PLACES)

3/4 11X 10'-0" COPPER

r r. ~ STEEL GROUND ROD \ .. )----------------------""\- -----i;,1 (4 PL AROUND TOWER) r 1 r

~L\I ,_._ _________ __._..,r-'-_._./_J~ 1 .

) ~I #4/0 CAD-WELD

Ir---~ TO TOWER STEEL

11----1-' I ( 2 PLACES)

I

11-------i------ '~ r -STAIRS - 3' WIDTH I I

CLAD

24'x24'

ANTENNA TOWER

PLATFORM

! .,,.---TOWER COUNTERPOISE. #4/0

~ BARE COPPER 2' BELOW GRADE.

I EXOTHERMICALLY WELDED

I TO GROUND RODS (4 PLl

CLASS 2 MAIN DOWN

CONDUCTOR WITH 4/0

BARE TRANSITION CABLE

TO TOWER COUNTERPOISE

(2 PL, OPPOSITE CORNERS)~

~~ I I

W/ EXOTHERMIC WELDS.

I I I I I I

#4/0 BARE GND CABLE Al - '::P'~L,---------1.,---j>-l.-;::_;:-_a~--~~,......i-

#4/0 COUNTERPOISE TO

TOWER STEEL ( 2 PLACES) \1.) ~) -, .,,,.,,,,, -' //

#4/0 BARE COPPER GND CABLE _/, / /

WITH EXOTHERMIC WELDS. TOWER , //

COUNTERPOISE CONNECTED TO '-------- ~--------/

SHELTER COUNTERPOISE. (2 PLl T ,-------. I

I l'I l

EXISTING I

#4/0 BARE COPPER I I

SHELTER COUNTERPOISE~ I #4/0 INSULATED COPPER

I EXISTING I CABLE EXOTHERMICALLY

I EQUIPMENT I WELDED TO COUNTERPOISE,

TO COAX GROUND BAR IN

I SHELTER i SHELTER JUNCTION BOX I I I I

/ 1 " GROUNDING AND LIGHTNING PROTECTION SITE PLAN

,EOO], NOT TO SCALE

#4/0 INSULATED COPPER CABLE

EXOTHERMICALLY WELDED

TO COUNTERPOISE FROM

ANTENNA JUNCTION BOX ON

PLATFORM RAILING.

NOTES:

1. TYPICAL TOWER ELEVATION DETAIL. FOR ILLUSTRATIVE PURPOSES ONLY.

2. ALL DOWN CONDUCTORS ARE CLASS 2 MAIN SIZED CONDUCTORS OR LARGER;

AS DEFINED BY NFPA 780.

3. ALL DOWN CONDUCTORS ARE ROUTED DOWN THE INSIDE OF THE TOWER LEGS.

ALL DOWN CONDUCTORS ARE BONDED TO EACH TOWER SECTION AND TO THE

TOWER LEG EVERY 3' MIN WITH APPROPRIATE BONDING CLAMPS.

4. THE PLATFORM JUNCTION BOX GROUND IS BE ROUTED DOWN THE INSIDE OF

THE TOWER LEG THAT DOES NOT HAVE A DOWN CONDUCTOR. THE GROUND

CABLE IS FASTENED TO THE TOWER LEG AT EVERY 3' MIN.

5. GROUND RODS ARE COPPER CLAD STEEL, 3/4 INCH DIAMETER AND 10 FEET

LONG. SPACING BETWEEN GROUND RODS ARE TWO TO THREE TIMES THE

GROUND ROD LENGTH. GROUND RODS ARE NO LESS THAN 12 INCHES BELOW

GRADE LEVEL (BGL).

6. AIR TERMINALS ARE COPPER, A MINIMUM OF 36" IN HEIGHT, AND AT

LEAST 5/8" IN DIAMETER.

7. ALL UNDERGROUND GROUNDING CONDUCTOR CONNECTIONS ARE EXOTHERMICALLY

WELDED UNLESS OTHERWISE INDICATED.

8. ALL ELECTRICAL AND ELECTRONICS GROUNDING MEET OR EXCEED ALL

PROVISIONS OF THE LATEST EDITION OF: FAA-STD-019f, LIGHTNING AND

SURGE PROTECTION, GROUNDING, BONDING AND SHIELDING REQUIREMENTS

FOR FACILITIES AND ELECTRONIC EQUIPMENT; NFPA 70, NATIONAL

ELECTRICAL CODE CNECJ; NFPA 780, STANDARD FOR THE INSTALLATION

OF LIGHTNING PROTECTION SYSTEMS.

9. ALL EXTERIOR HARDWARE IS STAINLESS STEEL, OR HD GALVANIZED.

8 I 7 I 6 I 5

5/8" O.D. MIN,

COPPER AIR TERMINAL.

30' ABOVE TOWER PLATFORM~

I

I

CLASS 2 MAIN DOWN CONDUCTOR.

SECURED TO POLE. BONDED TO

PLATFORM PERIMETER CABLE ------ '

AND CAD WELD TO COUNTERPOISE~'

BONDING CLAMP. BONDING

PLATFORM CABLE TO TOWER ,

PLATFORM AND ANTENNA/AIR

TERMINAL MOUNTS. (TYP)

-U-BOLT

48 "H X 36 11W X 16 "D

ENCLOSURE WITH HINGED

DOOR. SECURED TO

PLATFORM RAILING.

HOFFMAN PN: A48H3616GQRLP

WITH BACKING PLATE

4' -2 11 , 2-1/2 11 I PS ,fflt-l===+==H===~'=~ t:-=;=====l'l~====r-t

RIGID STEEL ~~'R " ,-GALVANIZED PIPE /

rn .

(16 PL) TOP OF PIPE :

SHALL BE 8 11 ABOVE

TOP OF RAIL I NG :j==y===1t======i:~~ E1:5====1il=======;,<[IJJ . .

DOWN CONDUCTOR BONDING

CLAMP (TYPl, SEE NOTE 3~

CLASS 2 MAIN DOWN "'..

CONDUCTOR (TWO

OPPOSITE TOWER LEGS>---

DOWN CONDUCTOR

• . I :

I')

PARALLEL

( TYP)

CLAMP

EXOTHERMICALLY WELDED

TO 4/0 CU CABLE, 18 11

MIN ABOVE GROUND

LEVEL (2 PLl ---

•t=========;-:,~~;::::=========J· ""-----#4/0 BARE ....JLIL.L_ ______ -,G/'""----_j ~ COPPER CABLE FROM y ANTENNA J-BOX

TO COUNTERPOISE.

1" SCH 40 PVC CONDU~~T,

1 FT ABOVE AND BELOW

GRADE. ATTACHED TO

TOWER LEG. (3 PLl

TOP OF GRADE\

.-''ce."'~",00"'7 "'~ y.,CY'=I,,, v SECURED TO TOWER

LEG EVERY 3' MIN.

NOTE: STAIRS NOT SHOWN

-D

• D I -D

#4/0 GROUND CABLE CAD-WELD

TO FOUNDATION REBAR AND ~#4/0 GROUND CABLE

TO COUNTERPOISE (2 PLACES)

/ 2 ~ TOWER ELEVATION (TYP)

,Eoo1 NOT TO SCALE -

WITH EXOTHERMIC WELDS

TO #4/0 COUNTERPOISE

AND TOWER STEEL (2 PL)

06/25/2018 CONSTRUCTION, WR •17187 IEKS)

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1400222 03/12/2018

REV APPROVED

DATE DESCRIPTION JCN REDLINE

DATE APVO B

4 I 3 I -----~-

DEPARTMENT OF TRANSPORTATION

FEDERAL AVIATION ADMINISTRATION

ATO - TECHNICAL OPERATIONS EASTERN SERVICE AREA

RCAG

TOWER REPLACEMENT AND UPGRADES

SITE GROUNDING DETAILS

SHEET 1 OF 2

ROCHESTER GREATER ROCHESTER INT'L AIRPORT NY

REVIEWED BY

SUBMITTED BY

J. TIMONY ~AQw ~ fl,--

PROJECT ENGINEER MGR: ENGINEERING CENTER

DESIGNED ISSUED SY

JT

ENGINEERING SERVICES DRAWN

EKS COMMUNICATIONS CHECKED

OATE 06/25/2018 IJCN

DRAWING NO

ROC-1400222-E001

1400222

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PERIMETER ANTENNA MOUNT (12 PL)

NOTE: 2 1/2" !PS

RIGID STEEL GALVANIZED PIPE

(12 PL) MOUNTED TO TOWER

DESIGNED BY TOWER MANUFACTURER.

THE BOTTOM OF PIPES ARE EXPOSED

FOR ANTENNA CABLE ENTRY. THE

BOTTOM OF PIPE SHALL BE THREADED

SO AS TO ACCEPT A BUSHING.

PROVIDE AND INSTALL SIXTEEN (16)

THOMAS AND BETTS 2 1/2" BUSHING

(CATALOG#: 1228)

BONDING JUMPER (TYP FOR

12 PERIMETER ANTENNA MOUNTS)

CLASS 2 MAIN DOWN CONDUCTOR

7 6

PLATFORM ANTENNA

MOUNT ( 4 PL ) ,

~:::::=;;;:,;;.:;.;;;:;~~~ ..... ~~~!aEs~~;::;;:::.~~==e:!:ifl': ~ CLASS 2 MA IN

I I

0 } 0

DOWN CONDUCTOR

(2 PL, PLACED AT

OPPOSITE CORNERS)

----AIR TERMINAL MOUNT,

2 1/2" DIA RIGID STEEL

GALVANIZED PIPE MIN,

OR AS DESIGNED

CABLE AROUND THE OJLU~T~S_I_IID~E~-----11

OF TOWER PLATFORM -

I I

48 "H X 36 "W X 1 6 "D WATERPROOF

NEMA 4X RATED FIBERGLASS

ENCLOSURE WITH HINGED DOOR,

QUICK RELEASE LATCHES AND

STUD MOUNTED BACK PANEL

(HOFFMAN: A4BH3616GQRLP)

CLASS 2 MAIN DOWN CDNDUCT~R~.:__---------~------AIR TERMINAL TO COUNTERPOISE

CABLE, RUN UNDER PLATFORM

I f [#4/0 BARE COPPER CABLE.

f ~-~ 1 ANTENNA JUNCTION BOX GND

CLASS 2 MAIN DOWN CONDUCTOR

(2 PL, PLACED AT OPPOSITE CORNERS)

8 I

-~~;:;;:;;:;;;;;::a=;;;;:;:::;::;;;;;i'ilii";:;;;!!!!~~~~Slli'~~~~~~~ BAR TO TOWER COUNTERPD I SE ,,.,, ANTENNA MOUNT

U-BOLT PIPE

BONDING CLAMP (TYP)

TOWER PLATFORM PLAN

NOT TO SCALE

I, ,, I

CLASS 2 DOWN CONDUCTOR.

(2 PER TOWER), ROUTED

DOWN INSIDE OF TOWER LEG

FROM PLATFORM PERIMETER

CABLE TO COUNTERPOISE.

I/TOWER LEG

I/

#4/0 AT A MINIMUM 18"

ABOVE GRADE. EXOTHERMIC

#4/0 AWG CABLE.

(SEE NOTE 4)

~ '- v_--- BARE #4/0 AWG I,-

·Z Z t> /> ::ii: ::g . • • • •--- 1 1 /2" SCHEDULE 40

PVC CONDUIT

ti. -00 N · t, . ti. .

• • ;,~-~-. I> •

. /j. . t, . '-.... ----J-if,EXOTHERMIC CONNECTION

#4/0 BARE COPPER .-'

COUNTERPOISE '

/ r GROUND ROD, 3/4 11 X 10'

COPPER-CLAD STEEL

OR GROUND PLATE,

./ 2 ", DOWN CONDUCTOR DETAIL

' E002 1 NOT TO SCALE

COPPER CLAD, 2 FT.

7 I 6 I

SQ.

5 +

#4/0 STRANDED

COPPER GUARD WIRE

GRADE LINE

WARNING TAPE

(SEE NOTE 5)

= z o_ ,t_ ::E

• Oz ,_

- ::E N

EXOTHERMIC WELD

3/4"x10'-0" COPPER CLAD

STEEL GROUND ROD

AIR TERMINAL

5/8" X 3'-0" MIN

BLUNT TIP (SEE NOTE 7)~

2 1/2" GRSC MAST MIN.

(OR AS DESIGNED

BY TOWER MANUFACTURER)

r

CLASS 2 ID

DOWN CONDUCTOR------ID

GALVANIZED

STEEL U-BOLT

PIPE CLAMP (TYP)

~n

-0

TO COUNTERPOISE

/ 3" AIR TERMINAL

,EOO~ NOT TO SCALE -

4 I 3

2 1 l'IU I c.;:, •

1. TYPICAL TOWER ELEVATION DETAIL, FOR ILLUSTRATIVE PURPOSES ONLY.

2. ALL DOWN CONDUCTORS ARE CLASS 2 MAIN SIZED CONDUCTORS OR LARGER;

AS DEFINED BY NFPA 780,

3. ALL DOWN CONDUCTORS ARE ROUTED DOWN THE INSIDE OF THE TOWER LEGS.

ALL DOWN CONDUCTORS ARE BONDED TO EACH TOWER SECTION AND TO THE

TOWER LEG EVERY 3' MIN WITH APPROPRIATE BONDING CLAMPS.

4. THE PLATFORM JUNCTION BOX GROUND IS BE ROUTED DOWN THE INSIDE OF

THE TOWER LEG THAT DOES NOT HAVE A DOWN CONDUCTOR. THE GROUND

CABLE IS FASTENED TO THE TOWER LEG AT EVERY 3' MIN.

5. GROUND RODS ARE COPPER CLAD STEEL, 3/4 INCH DIAMETER AND 10 FEET

LONG. SPACING BETWEEN GROUND RODS ARE TWO TD THREE TIMES THE

GROUND ROD LENGTH. GROUND RODS ARE NO LESS THAN 12 INCHES BELOW

GRADE LEVEL (BGL).

6. AIR TERMINALS ARE COPPER, A MINIMUM OF 36" IN HEIGHT, AND AT

LEAST 5/8" IN DIAMETER.

7. ALL UNDERGROUND GROUNDING CONDUCTOR CONNECTIONS ARE EXOTHERMICALLY

WELDED UNLESS OTHERWISE INDICATED.

8. ALL ELECTRICAL AND ELECTRONICS GROUNDING MEET OR EXCEED ALL

PROVISIONS OF THE LATEST EDITION OF: FAA-STD-019f, LIGHTNING AND

SURGE PROTECTION, GROUNDING, BONDING AND SHIELDING REQUIREMENTS

FOR FACILITIES AND ELECTRONIC EQUIPMENT; NFPA 70, NATIONAL

ELECTRICAL CODE (NEC); NFPA 780, STANDARD FOR THE INSTALLATION

OF LIGHTNING PROTECTION SYSTEMS.

9. ALL EXTERIOR HARDWARE IS STAINLESS STEEL, OR HD GALVANIZED.

06/25/2018 CONSTRUCTION. WR •17187 (EKS) 1400222 03/12/2018

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APPROVED DESCRIPTION REDLINE B DATE JCN DATE APVD

1--'-----'-----------------..l...--..L-......:;:.;:.:.;;.._..J......J

REV

DEPARTMENT OF TRANSPORTATION

FEDERAL AVIATION ADMINISTRATION

ATO - TECHNICAL OPERATIONS EASTERN SERVICE

RCAG

TOWER REPLACEMENT AND UPGRADES

SITE GROUNDING DETAILS

SHEET 2 OF 2

AREA

ROCHESTER GREATER ROCHESTER INT'L AIRPORT NY

REVIEWED BY n __./..- APPROVED BY'.,/<~/~ /trr-

J. TIMONY R(M_~ fe"" M.GORDOrv · .. __;

SUBMITTED BY

PROJECT ENGINEER MGR: ENGINEERING CENTER

ISSUED BY DATE I JCN

1---+--+D~R-AW_N ____ ~JT ENGINEERING SERVICES "'D~RA=w=,N~G -"c~~"-'1--'2"'5"-12""0"-'1-"-8-'-----1""4"'0-"-0~2R2='E~st

DESIGNED

1-----t---+C~HE~CK~[~D ----"'"EK"'-IS COMMUNICATIONS ROC-1400222-E002

2 1 j:::

ii! "' ~ ti ~

81 z g1 0 0 "' er.

0 ...

Ill i

Ai o, ;ti 0 ... , ________ ., _______ DRA~.1~(; __ PRODUCED ON AEA RO MlCROSTATlON SYSTEMJ

C

' 0

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F

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B

A

8 7 6 v

TWIST-LOCK LATCHES

fol lol lol - D

0 0

A A

1L....ffl---------lH----'

,o

\__CUT LARGEu:VAL

TO ALLOW CABLE

uu

OPENING IN TOP OF BOX

ENTRY TO GROUND BAR

SINGLE DOOR TYPE 3R ENCLOSURE

m

H I I

GASKET

CONTINUOUS HINGE

rBACK PLATE

SECTION A-A

,' B '\ JUNCTION BOX

' E003' NOT TO SCALE

' ;alil~

' H

48 11 X 36 11 J-BOX

rHOFFMA~A48H3616GQRLP

I I Q I l::

0 O ,,--STUD MOUNTED

V 2: BACK-PANEL

INSTALL #4/0 INSULATED

COPPER CABLE (GREEN WITH

LnJ

#4/0 AWG

THWN COPPER CABLE ,_/

IN PVC CONDUIT TO

BUILDING COUNTERPOISE

--0 0

I=

LnJ f'--__ 1 1/4" SCHEDULE 40 PVC

CONDUIT (GND)

/' A ', SHELTER JUNCTION BOX INSIDE DETAIL

\E003/ NOT TO SCALE -

I 7 I .... -----------

RED TRACER) ATTACH BY

EXOTHERMIC WELD TO

SHELTER COUNTERPOISE

6 I

5 4

NOTE

INSTALL W~LL ENTRY PANEL TIMES MICROWAVE (TM) EP-1576

WITH 8, 4' ENTRY CUSHION FOR LMR-900 CABLES,

TM #1 SC-900-4, PLUG EMPTY HOLES. EXACT LOCATION

TO BE FIELD DETERMINED. SEAL ALL EMPTY OPENINGS.

o I I

0 ~

I

~ ~ ~ ~ PULL 32 LMR-900 CABLES

11.f-' ,. (;. V INTO JUNCTION BOX. LEAVE

PLENTY OF SLACK FOR FAA

, TERMINATIONS

• ··-· . -·- --,;; - ·- -· -·-le;;

., '" "'1,, 1 __- INSTALL ONE 48"X36"X16"

., 0 -~ 0 V HOFFMAN P /N: A48H3616GQRLP

WITH THREE POINT LATCH HANDLE

BOX WITH HANDLE COVER

~INSTALL #4/0 THWN INSULATED GND

CABLE (MARKED RED/ GRN) FROM

SHELTER BOX TO SHELTER

EES. CABLE SHALL BE INSTALLED THRU

THE WALL AND INSIDE A 1-1/2 11 GRSC.

CABLE SHALL BE EXOTHERMICALLY

WELDED TO THE SHELTER EES.

2 1

(o~-------------~o')

/ C '- INTERIOR ELEVATION

,E003 NOT TO SCALE

CABLE ENTRY PORT

REPAIR AND PATCH

SIDING, AS NEEDED SHELTER JUNCTION BOX

( 48 11H X 36 11W x 16 "D)

NEMA-3R WITH STUD

MOUNTED BACK-PANEL

ATTACHED TO INTERIOR

OF SHELTER

NOTES:

1. ONE CABLE JUNCTION BOX ON THE INTERIOR OF THE SHELTER. EXACT LOCATION

SHALL BE FIELD DETERMINED AND SHALL BE COORDINATED WITH THE ON-SITE

FAA REPRESENTATIVE. JUNCTION BOX IS 48"H x 36"W x 16"D NEMA TYPE 3R

ENCLOSURE WITH A GASKETED HINGED COVER, TWIST-LOCK LATCHES, AND

HARDWARE TO INSTALL A LOCKING DOOR HANDLE. JUNCTION BOX INCLUDES

STUD MOUNTED BACK-PANEL, HOFFMAN P/N: A48H3616GQRLP.

2. A #4/0 AWG INSULATED GROUND CABLE (GREEN WITH A RED TRACER). CABLE

SHALL BE EXOTHERMICALLY WELDED TO THE SHELTER COUNTERPOISE. SECURE

4/0 CABLE TO THE SHELTER INTERIOR WALL WITH CONDUIT CLAMPS AS NEEDED.

3. LMR-900 COAX CABLES RUN FROM THE SHELTER JUNCTION BOX THE ANTENNA

PLATFORM JUNCTION BOX (32 RUNS).

4. CUT LARGE OVAL OPENING IN THE TOP OF THE BOX TO ALLOW HELIAX CABLE

PASS-THRU ACCESS.

06/25/2018 CONSTRUCTION, WR •17187 <EKSJ 1400222 03/12/2018

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----- 1 1/4 11 SCHEDULE 40 PVC

CONDUIT WITH #4/0 THWN.

CONDUIT TERMINATED REV APPROVED

DATE DESCRIPTION JCN REDLINE

DATE APVO B

'D' ' ' \E003/ -

5 +

12" BELOW GRADE.

EXOTHERMIC WELD

TO EXISTING COUNTERPOISE

SHELTER JUNCTION

BOX MOUNTING (TYP)

NOT TO SCALE

4 I

3 I

DEPARTMENT OF TRANSPORTATION

FEDERAL AVIATION ADMINISTRATION

ATO - TECHNICAL OPERATIONS EASTERN SERVICE AREA

RCAG

TOWER REPLACEMENT AND UPGRADES

SHELTER JUNCTION BOX DETAILS

ROCHESTER GREATER ROCHESTER INT'L AIRPORT ~ fi ____...,, NY

REVIEWED BY :B;;;~;fcMG»v,~ ~ :;~;~;,f'; /~ ,C~

PROJECT ENGINEER MGR: ENGINEERING CENTER

ISSUED BY DATE 06/25/2018 IJCN 1400222

t---+--+D-R-AW_N ____ -"-'-iJT ENGINEERING SERVICES r.cDRC""CA,CCWICCNGc--='NO~~~~---~-"-"-iccc'RE'c'=-IV

1-----;~---+----~E=Ks"-l COMMUNICATIONS

CHECKED

DESIGNED

ROC-1400222-E003

2 I 1 DRAWING PRODUCED ON AEA RO MICROS TA TION .. --- --~------ - ---------- . -· --- - -·-------·---ts j::

i ti

0 ...

l;l i oi Ni ,.,:

1'i

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2: .. ' i i ' c!

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SYST.~~l

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A

2 1/2" PVC LB WITH PIPING TO

THE 4 CENTER MOUNT ANTENNAS

(4 PLACES)

7 6

TOWER AJB

JUNCTION BOX LAYOUT

INSTALL LIQUID-TIGHT

STRAIN RELIEF CONNECTORS

FOR CABLES & B PIN: 2562 OR

APPROVED EQUAL (32 PLACES)

INSTALL THIRTY TWO LMR-900 COAX

CABLES FROM PLATFORM BOX TO

SHELTER BOX

A ANTENNA PLATFORM J-BOX (ELEVATION)

E004 NOT TO SCALE

t---- INSTALL 48"H x 36"W x 16"0

WATERPROOF NEMA 4X RATED

FIBERGLASS ENCLOSURE WITH

HINGE DOOR, QUICK RELEASE

LATCHES, AND MATCHING STUD

MOUNTED BACK PANEL (HOFFMAN

P/N: A48H3616GQRLP OR

APPROVED EQUAL). SECURE

ENCLOSURE TO THE HANDRAIL

OF THE TOWER. ENCLOSURE

SHALL BE CENTERED BETWEEN

ADJACENT ANTENNA MOUNTS.

LJ.----INSTALL #4/0 AWG INSULATED

COPPER GROUND CONDUCTOR

(GREEN WITH RED TRACER)

ROUTED DOWN AND EXOTHERMICALLY

WELDED TO ANTENNA PLATFORM

COUNTERPOISE

INSTALL LIQUID-TIGHT

STRAIN RELIEF CONNECTOR

FOR #4/0 COPPER GROUND

CABLE CT & B P/N:2523

OR APPROVED EQUAL)

INSTALL 1 1/2" GALVANIZED

UNISTRUT CHANNEL SUPPORT

FOR JUNCTION BOX ------<'

TOE BOARD (TYP)

TOWER LEG--~,

_,-----ANTENNA CABLE

JUNCTION BOX

CENTERED BETWEEN

ADJACENT ANTENNA

MOUNTS.

PLATFORM FLOOR

INSTALL #4/0 INSULATED

COPPER CABLE (GREEN WITH

RED TRACER) FROM PLATFORM

J-BOX TO TOWER EES. SECURE

EVERY 3 FEET MINIMUM TO INSIDE

OF TOWER LEG THAT DOES NOT

HAVE A DOWN CONDUCTOR

1 ANTENNA PLATFORM J-BOX MOUNTING

E004 NOT TO SCALE

1, ONE 48"H X 36"W X 16"D NEMA-4X FIBERGLASS ENCLOSURE WITH HINGE DOOR,

QUICK RELEASE LATCHES, AND MATCHING STUD MOUNTED BACK PANEL <HOFFMAN

P/N: A48H3616GQRCP OR APPROVED EQUAL). ENCLOSURE TO BE SECURED TO THE

HANDRAIL OF THE TOWER PLATFORM WITH THE TOP OF THE BOX BEING FLUSH

WITH THE TOP OF THE HANDRAIL, ENCLOSURE SHALL BE CENTERED BETWEEN

ADJACENT ANTENNA MOUNTS,

2, ONE #4/0 THWN COPPER GND CABLE (GREEN WITH RED TRACER), THRU A JUNCTION

BOX LIQUID-TIGHT STRAIN RELIEF CONNECTOR (THOMAS & BETTS P/N 2523),

FROM PLATFORM JUNCTION BOX TO THE TOWER COUNTERPOISE. THE GND CABLE

IS ROUTED DOWN THE INSIDE OF A TOWER LEG THAT DOES NOT CONTAIN A DOWN

CONDUCTOR. THE GND CABLE IS ATTACHED TO THE TOWER EVERY 3' MINIMUM

WITH AN APPROVED FASTENER. THE END OF THE GND CABLE IS RUN INTO THE

EARTH IN A 1" SCHEDULE 40 PVC CONDUIT RUN 12" ABOVE AND BELOW GRADE

AND IS EXOTHERMICALLY WELDED TO THE #4/0 TOWER COUNTERPOISE,

3, LIQUID-TIGHT STRAIN RELIEF CONNECTORS(THOMAS & BETTS P/N: 2562), ONE

PER LMR-900 COAX CABLE, AT THE BOTTOM OF PLATFORM JUNCTION BOX. THE

LIQUID-TIGHT CONNECTORS ARE SPACED TO ALIGN CABLES TO THE TYPE N

BULKHEAD CONNECTORS IN JUNCTION BOX GROUND BAR,

4, THIRTY TWO LMR-900 COAX CABLES (TIMES MICROWAVE SYSTEM) FROM THE

PLATFORM JUNCTION BOX TO THE SHELTER JUNCTION BOX.

5, ALL EXTERIOR HARDWARE SHALL BE STAINLESS STEEL, OR HD GALVANIZED,

06/25/2018 CONSTRUCTION, WR •17187 <EKSJ 1400222 03/12/2018

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REV APPROVED

DATE DESCRIPTION JCN REDLINE

DATE APVD B

DEPARTMENT OF TRANSPORTATION

FEDERAL AVIATION ADMINISTRATION

ATO - TECHNICAL OPERATIONS EASTERN SERVICE AREA

RCAG

TOWER REPLACEMENT AND UPGRADES

ANTENNA PLATFORM JUNCTION BOX DETAILS

ROCHESTER GREATER ROCHESTER INT'L AIRPORT

PROJECT ENGINEER MGR: ENGINEERING CENTER

DESIGNED ISSUED BY DATE JCN

1---1-----+=DR~Aw=N~--~J~T ENGINEERING SERVICES 1c-D~RA-WI-NG~0~N~-1=25- 1-2-0-18~---1~4-0-02rR~~~

1-----+---tc-c~HE~cK=rn--~EK=S COMMUNICATIONS ROC-1400222-E004

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:, A a.

&:2 ~.

·~ "'~ 0 ..

ON •

N N cr, N_ oo

ON ~, -.,,

oN o'

' 0 r')

' 0 r')

TIP OF AIR TERMINAL

PROVIDE & INSTALL

12 PERIMETER

ANTENNA MOUNTS

( SEE DTL. 2)

30 FT. HT. TOWER,

24'x24' PLATFORM, 16 ANTENNAS

28' APPROX.

6 5

PROVIDE AND INSTALL 8,

4 "-HOLE ENTRY BOOTS

FOR LMR-900 COAX CABLE.

TIMES MICROWAVE (PN: SC-900-4)

PROVIDE AND INSTALL 1 1/2"

SCH 40 PVC LB AND CONDUIT

FOR #4/0 GROUND CABLE

FROM INTERIOR JUNCTION BOX.

CONDUIT SHALL EXTEND A

MINIMUM OF 12" BELOW GRADE.

PROVIDE AND INSTALL

#4/0 AWG INSULATED CABLE

(GREEN WIRED TRACER)

EXOTHERMICALLY WELDED

TO COUNTERPOISE THROUGH

PROVIDE AND INSTALL COAX

CABLE WALL FEED THROUGH

PLATE WITH EIGHT, 4" HOLES;

TIMES MICROWAVE ENTRY PANEL

(PN: EP-576) OR EQUAL

' 0

GRADE

EES COUNTERPOISE LB AND CONDUIT ON EXTERIOR'___---7

FROM INTERIOR JUNCTION BOX 1---......,l,----...t;....-----, CAD-WELD GROUND CABLE

TO SHELTER EES

B SHELTER (SIDE VIEW - FACING TOWER)

E005 SCALE: 1/ 4"=1'-0"

CENTER MOUNT

(4 PLACES, SEE DTL. 1)

INSTALL 48"H X 36"W X 16"0

JUNCTION BOX. SECURE TO TOWER

RAILING WITH STRUT (HOFFMAN

A48H3616GQRLP-WITH BACKING PLATE)

----INSTALL THOMAS & BETTS CONDUIT

FITTINGS CPN: 2562) ON EACH CABLE

ENTERING BOTTOM OF J-BOX

----4 PLATFORM ANTENNA MOUNTS TO BE FITTED

WITH 2 1/2" SCHD. 40 PVC, PIPED AND

FITTED BACK TO PLATFORM JUNCTION BOX

SEE DETAIL 1

3' WIDE STAIRS TO 30' HT.

TOWER PLATFORM

INSTALL THIRTY TWO TIMES MICROWAVE

LMR-900 COAX CABLES FROM TOWER JUNCTION

BOX GND BAR TO SHELTER SURGE PROTECTORS

INSTALL 24" WIDE ICE BRIDGE KIT(Sl

WITH TRAPEZES, SITE PRO 1-IB24D-Z2

WITH APPLICABLE SS TRUE-GRIP SNAP-IN

HANGERS (78SH-3l SIZED FOR DISTANCE

BETWEEN SHELTER AND TOWER. INSTALL

PER MANUFACTURER'S SPECIFICATIONS

I I

1 3' -4" POL ES

10' SPACING

BETWEEN POLES

1'-4" (MIN)

SONOTUBE

APPROX. 30'

A E005

ICE BRIDGE SUPPORT POST, EVERY

10 FEET MINIMUM, OR LESS PER

MANUFACTURERS RECOMMENDATION

TOWER AND SHELTER (FRONT VIEW)

SCALE: 1/ 4"=1'-0"

4'

2 112" GRSC JPS

WITH CUSTOM

DESIGNED SUPPORT

PLATE FOR V/V TACO

ANTENNA 05072----,-__

BOTTOM OF PIPE TO PASS

THROUGH GRATING, FITTED

WITH 2 1/2" 90 DEG SWEEP AND

PIPED TO SIDE OF JUNCTION

BOX. USE SCH 40 PVC. ___ _,,

If)

2 1

PLATFORM GRATING

FAA COMM CABLE

PLATFORM CENTER MOUNTS (4 REQD)

NOT TO SCALE

2 1/2" GRSC JPS WITH

THREADED BOTTOM FITTED

WITH COMMERCIAL GRADE

EXTERIOR BUSHING

THOMAS AND BETTS 2 1/2"

(CATALOG#: 1228) (12 PLACES)

If)

PERIMETER ANTENNA MOUNTS (12 REQD)

' 0 -

NOT TO SCALE

NOTES:

1. INSTALL THIRTY TWO LMR-900 TIMES MICROWAVE COAX CABLES

FROM THE SHELTER JUNCTION BOX TO THE PLATFORM J-BOX

(APPROX 3000 LF TOTAL OF CABLE - FIELD VERIFY).

2. PROVIDE A WAVEGUIDE LADDER TO SUPPORT THE THIRTY TWO

LMR-900 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-3l TO SECURE THE COAX CABLES. THE WAVEGUIDE

LADDER WILL SUPPORT THE COAX CABLES AS THEY TRANSITION

FROM THE HORIZONTAL CABLE ICE TRAY VERTICALLY UP THE

FULL TOWER HEIGHT TO THE JUNCTION BOX.

3. WAVEGUIDE VERTICAL CABLE SUPPORTS SHALL BE SPACED

AT 3 FEET INTERVALS FOR THE FULL HEIGHT OF TOWER.

06/25/2018 CONSTRUCTION, WR •17187 (EKS) 1400222 03/12/2018

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REV APPROVED

DATE DESCRIPTION JCN REDLINE

DATE APVD B

0 4' 8'

SCALE: 1/ 4" = 1'-0"

DEPARTMENT OF TRANSPORTATION

FEDERAL AVIATION ADMINISTRATION

ATO - TECHNICAL OPERATIONS EASTERN SERVICE AREA

RCAG

TOWER REPLACEMENT AND UPGRADES

COAX CABLE INSTALLATION

ROCHESTER GREATER ROCHESTER INT'L AIRPORT

PROJECT ENGINEER

DESIGNED

JT

DRAWN

EKS

CHECKED

MGR: ENGINEERING CENTER

ISSUED BY DATE JCN

ENGINEERING SERVICES DRAWING ~~

12512018

COMMUNICATIONS ROC-1400222-E005

NY

1400222

REV

C

A~ 0 • N N N g w

2 1 DRAWING PROOUCEO ___ Q~-- !'!:!: -~Q. ~_lf~9sr ATlON S':'_~EM j

C , H

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B

A

INTERIOR CABLE

JUNCTION BOX

48"H X 36"W X 16"DP

INSTALL CABLE ENTRY

PORT THRU WALL, REPAIR

AND MATCH EXISTING

SIDING AS REQUIRED

I

I""

I"" I~

<O l,"' i /

MULTIPOINT

GROUND

7 6

32'

,-AC ~N-;-T- - -1

RACK RACK RACK RACK RACK

#10 #11 #12 #13 #14

DC DC ATCB1

BUSS BUSS BEACON FUTURE FUTURE

' SINGLE POINT

GND

I

I

MULTI-POINT

GROUND

I I

SQUARE "D"

I

I

RACK RACK RACK RACK RACK RACK RACK

#8 #7 #6 #5 #4 #3 #9

MINI RCAG RCAG RCAG RCAG SBUEC NDP

DEMARC

MAIN GROUND

7 6

I 36" DOOR I <FUTURE)

a::

I-

UJ

a::

EXISTING RF CONDUIT

EXISTING RACK

#1 CABLE TRAY

FT!

GENERIC FLOOR PLAN

NOT TO SCALE

I

40" DOOR

4 3

I

"" z -0:

a:: I-

UJ 3 ...I

:c 0 0 -'

"" LL

a::

w

GENERATOR

:c "" (j a::z

OUJ

3<0

I

:c GENERATOR ROOM (j a:: I-

UJ-

LL3: -0:

XVl a:: ...I

UJUJ

0-0:

a..a.. -

I I

4 3 I

2 1

H

G

RACK NUMBER FREQUENCY/FUNCTION

I RACK

RACK

RACK

RACK

RACK

RACK

RACK

RACK

RACK

RACK

RACK

RACK

RACK

FTI

NDAG

128.025 I 323.250 MHz

119.375 I 235.975 MHz

243.000 I 369.000 MHz

127.475 I 346.350 MHz

124.325 / 353.850 MHz

MINI-DEMARC

DC BUSS

DC BUSS/ POWER PANEL

ATCB1 - BEACON TX/RX

FUTURE

FUTURE

THIS PROJECT COPY IS BASED ON DRAWING

ROC-D-RCAG QFP001, REV B, DATED 1/9/2017

06/25/2018 CONSTRUCTION, WR •17187 <EKSJ

F

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03/12/2018

REV APPROVED

DATE DESCRIPTION JCN REDLINE

DATE APVO B

DEPARTMENT OF TRANSPORTATION

FEDERAL A VIA TI ON ADMINISTRATION

ATO - TECHNICAL OPERATIONS EASTERN SERVICE

RCAG

TOWER REPLACEMENT AND UPGRADES

EQUIPMENT ROOM LAYOUT

ROCHESTER GREATER ROCHESTER INT'L AIRPORT

REVIEWED BY SUBMITTED BY /) A APPROVED BY ~ ~,

J.TIMONY~~~ ~ M.GORfXffi "'"

PROJECT ENGINEER MGR: ENGINEERING CENTER

DESIGNED

JT

DRAWN

EKS

CHECKED

ISSUED BY DATE , iJCN

ENGINEERING SERVICES DRAWING ~~

12512018 1

COMMUNICA…