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Summary

This document is a set of architectural and engineering drawings for Crane No. 64 improvements to Building 114 at Naval Station Newport, Naval Undersea Warfare Center in Newport, Rhode Island. The project scope involves the removal and replacement of two existing 3-ton overhead electric traveling bridge cranes with new 3-ton overhead electric cranes, along with associated electrical, structural, and mechanical upgrades to support the new equipment installation.

The project includes removal of existing crane infrastructure (rails, conductors, electrical connections, and support structures) and installation of new crane systems with updated safety features, including anti-collision sensor systems, new power feeds, electrical panels, and control boxes. Key technical specifications detail structural steel requirements, welding standards (AISC specifications), electrical specifications for 460-volt 3-phase power distribution, and crane design parameters with defined movement limits and load capacities. The drawings provide existing conditions plans, new crane installation plans, crane travel limits, cross-sectional details of the high bay areas, and existing condition photographs documenting the current state of Building 114. Safety requirements include NFPA compliance for electrical work, OSHA standards, and Navy-specific crane surveillance protocols. The project notes mandate contractor coordination with crane manufacturers and installers for power requirements validation and full load amperage verification for dual cranes operating simultaneously.

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CRANE No. 64 IMPROVEMENTS

BUILDING 114

Naval Station Newport Naval Undersea Warfare Center

Newport RI

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10 DEC 25

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INDEX OF DRAWINGS

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SHEET NO.

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DWG NO.

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TITLE SHEET

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GENERAL NOTES

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SHT. ID

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PLAN - EXISTING CONDITIONS

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%%ULOCATION MAP

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PLAN - NEW CRANE INSTALL

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ELEVATIONS & SECTIONS

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PLAN - CRANE MOVEMENT LIMITS

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NY

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NY

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VT

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ME

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NH

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MA

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CONNECTICUT

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RI

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SITE LOCATION

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STONE

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BREAKWATER

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FRESHWATER POND

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CREEK

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STOP

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STOP

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STOP

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STOP

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STOP

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STOP

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STOP

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STOP

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STOP

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PROPANE

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TANKS

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CUNNINGHAM

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BUSHNELL

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DEFENSE HIGHWAY

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CUNNINGHAM

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LAY STREET

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STREET

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FULTON

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PORTER STREET

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HUNT STREET

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LEAVITT STREET

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ERICSON

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CUNNINGHAM

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PORTER STREET

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STREET

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LAY STREET

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STREET

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FULTON

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STREET

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STREET

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STREET

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CUNNINGHAM STREET

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DEFENSE HIGHWAY

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CHASES LANE

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STREET

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FLEET ACCESS ROAD

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BUSHNELL STREET

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BUSHNELL STREET

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BASIN "C"

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BASIN "B"

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BASIN "A"

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BOOM STREET

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NORTH HOWELL STREET

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HEADQUARTER STREET

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FULTON

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STREET

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STREET

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RAILROAD RIGHT OF WAY

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CHILLER

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CHILLER

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PIER N0. 1

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NARRAGANSETT BAY

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PIER N0. 2

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WARFARE CENTER

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NAVAL UNDERSEA

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FACILITIES BUILDING 679

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GATE 23

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BADGING OFFICE BUILDING 80

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TO ROUTE 114

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GATE 32

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DWG TITLE

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FINAL SET

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SATISFACTORY TO DATE

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DEPARTMENT OF THE NAVY

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CODE ID. NO. 80091

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DRAWING SIZE: ANSI D

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NAVAL STATION NEWPORT

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NEWPORT, RHODE ISLAND

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DESCRIPTION

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APPROVED

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DIV. HD.

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BR. HD.

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DR.

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DSGN.

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REVISIONS

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DATE

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BUILDING 114 NUWC

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TITLE SHEET

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AS NOTED

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PHOTOS - EXISTING CONDTIONS

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AutoCAD SHX Text PROJECT SCOPE: REMOVE AND DISPOSE EXISTING OVERHEAD ELECTRIC 3-TON CRANE AND REMOVE AND DISPOSE EXISTING OVERHEAD ELECTRIC 3-TON CRANE AND PROVIDE TWO (2) NEW 3-TON OVERHEAD ELECTRIC CRANES. THE PROJECT IS SEPARATED INTO A BASE BID AND A BID OPTION No. 1. THE BASE BID WORK INCLUDES PROVIDING A NEW SINGLE BASE BID WORK INCLUDES PROVIDING A NEW SINGLE WORK INCLUDES PROVIDING A NEW SINGLE 3-TON OVERHEAD ELECTRIC CRANE, AND INCLUDES BUT NOT LIMITED TO REPLACING THE CRANE RAIL, CRANE CONDUCTORS, ELECTRIC POWER FEED. BID OPTION No. 1 INCLUDES PROVIDING FOR BID OPTION No. 1 INCLUDES PROVIDING FOR INCLUDES PROVIDING FOR A NEW SECOND 3-TON OVERHEAD ELECTRIC CRANE TO OPERATE ON THE SAME CRANE RAILS AND INCLUDES THE PROVISION FOR A CRANE ANTI-COLLISION SYSTEM TO KEEP THE TWO CRANES SEPARATED BY A SPECIFIC MINIMUM OPERATIONAL DISTANCE. BASE BID SHALL PROVIDE SUFFICIENT ELECTRIC POWER TO THE CRANE SYSTEM TO SUPPORT THE OPERATION OF TWO CRANES ON THE COMMON RAIL SYSTEM.

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RM 112

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RM 101

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10 DEC 25

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FINAL SET

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%%UMED WGT SHOCK MACHINE

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%%USHAKER TABLE PIT

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TOC EL 100.00'

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EXISTG CRANE RAIL BEAM

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EXISTG CRANE RAIL BEAM TOS EL 19'-1 1/2" +/- AFF

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SATISFACTORY TO DATE

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DEPARTMENT OF THE NAVY

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CODE ID. NO. 80091

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DRAWING SIZE: ANSI D

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CONST. CONTRACT NO.

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NAVFAC DRAWING NO.

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NAVAL STATION NEWPORT

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NEWPORT, RHODE ISLAND

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DESCRIPTION

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DIV. HD.

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BUILDING 114 NUWC

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PLAN - EXISTING CONDITIONS

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AS NOTED

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XXXXXX

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EXISTG 3 TON CRANE 64

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EXISTG CRANE 64 DISCONNECT SWITCH

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PANEL MDP-2 [MAIN 460V 3 PH]

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EXISTG BUSDUCT

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J-BOX TO PANEL MDP-2

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CRANE 64 SHUT-OFF SWITCH

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CRANE 66 SHUT-OFF SWITCH

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SCALE: 1/8" = 1'

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1 = APPROX PHOTOGRAPH LOCATION - SEE SHEET A-5 AND A-6

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VIF

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VIF

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VIF

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VIF

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EXISTING CRANE HOOK COVERAGE ENVELOPE

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EXISTING CRANE HOOK COVERAGE ENVELOPE

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NOTES:

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EXISTING BRIDGE CRANE (6000 LB CAPACITY) TO BE REMOVED AND REPLACED

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AutoCAD SHX Text EXISTING CRANE RAILS, SUPPORTING W12x RAIL BEAMS, AND CONDUCTOR SYSTEM. W12x RAIL BEAMS TO REMAIN. CRANE RAILS AND CONDUCTOR SYSTEM TO BE REMOVED AND REPLACED TO ACCOMMODATE NEW BRIDGE CRANE SYSTEM

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EXISTING CRANE HOOK ENVELOPE (APPROXIMATE)

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EXISTING CRANE POWER DISCONNECT SWITCH (600V 3PH 30 AMP 20HP MAX)

AutoCAD SHX Text EXISTING ELECTRIC BUSDUCT WITH SECOND CRANE POWER DISCONNECT / SHUT-OFF SWITCH TO REMAIN

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AutoCAD SHX Text EXISTING ELECTRIC PANEL MDP-2 (460V 3PH) WITH 125 AMP BUSDUCT CIRCUIT BREAKER TO REMAIN

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POWER FEED TO CRANE RAIL CONDUCTORS FROM DISCONNECT SWITCH TO BE REPLACED

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EXISTING CONC COLUMN (TYP)

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APPROXIMATE DATE (YEAR) OF HIGH-BAY BUILDING ADDITION CONSTRUCTION

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EXAUST FAN GABLE ENDWALL

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EXHAUST FAN GABLE ENDWALL

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OVERHEAD DOOR

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G.O.

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RM 112

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RM 101

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10 DEC 25

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FINAL SET

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TOC EL 100.00'

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EXISTG CRANE RAIL BEAM

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EXISTG CRANE RAIL BEAM TOS EL 19'-1 1/2" +/-

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SATISFACTORY TO DATE

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DEPARTMENT OF THE NAVY

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CODE ID. NO. 80091

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DRAWING SIZE: ANSI D

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CONST. CONTRACT NO.

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NAVFAC DRAWING NO.

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SHEET OF

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NAVAL STATION NEWPORT

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NEWPORT, RHODE ISLAND

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DESCRIPTION

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APPROVED

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DIV. HD.

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BR. HD.

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BUILDING 114 NUWC

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PLAN - NEW CRANES INSTALL

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AS NOTED

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XXXXXX-XXXX-XX

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XXXXXX

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XXXXXX

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AutoCAD SHX Text NEW 3 TON CRANE No. 1

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SCALE: 1/8" = 1'

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1 = PHOTOGRAPH LOCATION - SEE SHEET A-5 AND A-6

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NEW CRANE 64 DISCONNECT SWITCH

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HOOK COVERAGE ENVELOPE

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HOOK COVERAGE ENVELOPE

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NOTES:

AutoCAD SHX Text PROVIDE ONE (1) NEW 3-TON OVERHEAD ELECTRIC TRAVELING (OET) BRIDGE CRANE [BASE BID]. PROVIDE A SECOND NEW 3-TON OET CRANE AS BID OPTION No. 1. CRANE MAXIMUM HOOK HEIGHT APPROXIMATELY 16'-1". MAINTAIN EXISTING CRANE HOOK OPERATING ENVELOPE. CRANE No. 1 IS BASE BID AND CRANE No. 2 IS BID OPTION 1.

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AutoCAD SHX Text BRIDGE CRANES SHALL BE EQUIPPED WITH ANTI-COLLISION SYSTEMS TO MAINTAIN A MINIMUM DISTANCE OF '2(Lmax)+A' BETWEEN THE TWO CRANES. SEE DET 3/A-3 AND SHEET A-4. [BID OPTION No. 1]

AutoCAD SHX Text A 460V PANELBOARD 'MDP-2' IS LOCATED IN ROOM 112 FOR NEW CRANE POWER CONNECTION BY WAY OF A BUSDUCT MOUNTED IN THE CEILING OF ROOM 112. 125A/3P BREAKER IN PANEL MDP-2 LABELED "BUSDUCT'. THE CONTRACTOR SHALL PROVIDE AND INSTALL NEW [BASE BID]: (1) A NEW 60A, 3P BUS PLUG TO REPLACE EXISTING BUS PLUG. (2) HEAVY-DUTY, NON-FUSED DISCONNECT SAFETY SWITCH (600V, 60A, 3P, 4W + GND) WITH (3) 60A FUSES. FUSES TO BE CLASS RK-1 OR CLASS R AS RECOMMENDED BY CRANE MANUFACTURER AND INSTALLER. (3) CONDUCTORS AND CONDUIT (4-#6 + 1-#10 GND IN 1” DIA. EMT) FROM BUSDUCT SHUT OFF CONNECTION DIA. EMT) FROM BUSDUCT SHUT OFF CONNECTION TO THE NEW WALL MOUNTED SAFETY SWITCH CONTROL BOX. (4) CONDUCTORS AND CONDUIT (4-#6 + 1-#10 GND IN 1" DIA. EMT) FROM NEW WALL MOUNTED SAFETY DISCONNECT SWITCH TO THE CRANE COLLECTOR BARS (BUSHING REQUIRED). CONTRACTOR SHALL COORDINATE WITH CRANE MANUFACTURER AND INSTALLER TO DETERMINE AND CONFIRM CRANE POWER REQUIREMENTS AND CRANES FULL LOAD AMPERAGE DEMAND FOR TWO (2) CRANES.

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EXISTG BUSDUCT IN CEILING SPACE

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PANEL MDP-2 [MAIN 460V 3 PH]

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J-BOX TO PANEL MDP-2

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CRANE 64 SHUT-OFF SWITCH

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EXISTING CONC COLUMN (TYP)

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AutoCAD SHX Text PROVIDE NEW CRANE RAILS AND CONDUCTOR SYSTEM SIZED FOR TWO CRANES. EXISTING SUPPORTING W12x RAIL BEAMS SHALL REMAIN FOR RE-USE. [BASE BID]

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[BASE BID]

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[BID OPTION 1]

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C

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PIT

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EXISTING 16 IN THICK BRICK WALL

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STEEL COLUMN BEYOND

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EXISTING OVERHEAD CRANE

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EXISTING FTG

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TOC EL 100.00'

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TOS EL 19'-1 1/2" +/-

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EXISTING CRANE RAIL BRACKET AT EACH COLUMN BRACKET TYPE/STYLE VARIES

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EXISTING CRANE RAIL & RAIL BEAM

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B/STL VARIES

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22'-8" AFF - COL LINES 1 TO 5

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EXISTING 16 IN THICK BRICK WALL

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EXISTING OVERHEAD CRANE TO BE REMOVED

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TOC EL 100.00'

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T/ HOOK EL 16'-1 1/2" +/-

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EXISTING CRANE RAIL & RAIL BEAM

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B/STL VARIES

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HOOK OPERATIONAL ENVELOPE

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VIF

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HOOK ENVELOPE UPPER LIMIT

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EXISTING CRANE RAIL BRACKET AT EACH COLUMN BRACKET TYPE/STYLE VARIES

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%%UGRAPHIC SCALE

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LOOKING NORTH

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LOOKING EAST

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10 DEC 25

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FINAL SET

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SATISFACTORY TO DATE

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DEPARTMENT OF THE NAVY

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CODE ID. NO. 80091

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NAVAL STATION NEWPORT

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NEWPORT, RHODE ISLAND

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DESCRIPTION

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DIV. HD.

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BUILDING 114 NUWC

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SECTIONS & ELEVATIONS

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AS NOTED

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AutoCAD SHX Text

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AutoCAD SHX Text

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AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text A-3

AutoCAD SHX Text S E C T I O N - H I G H B A Y

AutoCAD SHX Text

SCALE: 1/4 IN = 1 FT

AutoCAD SHX Text A3

AutoCAD SHX Text

AutoCAD SHX Text

LOOKING NORTH

AutoCAD SHX Text CRANE No. 1

AutoCAD SHX Text CRANE No. 2

AutoCAD SHX Text

SUPPORT COLUMN LOCATION (TYP)

AutoCAD SHX Text

CRANE END TRUCK

AutoCAD SHX Text

CRANE END TRUCK

AutoCAD SHX Text EXISTING W12x CRANE RAIL

AutoCAD SHX Text NOTES: 1. L = COLUMN SPACING VARIES, SEE PLANS. VERIFY IN FIELD. L = COLUMN SPACING VARIES, SEE PLANS. VERIFY IN FIELD. 2. Lmax = MAXIMUM COLUMN SPACING DIMENSION. CONFIRM THIS DIMENSION IN FIELD. Lmax = MAXIMUM COLUMN SPACING DIMENSION. CONFIRM THIS DIMENSION IN FIELD. 3. A = NEW CRANE END TRUCK WHEEL BASE DIMENSION A = NEW CRANE END TRUCK WHEEL BASE DIMENSION 4. 2(Lmax)+A = MINIMUM SEPARATION BETWEEN CRANE 1 AND CRANE 2 2(Lmax)+A = MINIMUM SEPARATION BETWEEN CRANE 1 AND CRANE 2 5. CRANES SHALL BE EQUIPPED WITH CRANE ANTI-COLLISION SENSOR SAFETY SYSTEMS [BID OPTION 1] CRANES SHALL BE EQUIPPED WITH CRANE ANTI-COLLISION SENSOR SAFETY SYSTEMS [BID OPTION 1] 6. W12x CRANE RAIL BEAM IS OF UNKNOWN WEIGHT. BEAM DEPTH IS 12 IN. AND BEAM FLANGE WIDTH IS 8 IN. W12x CRANE RAIL BEAM IS OF UNKNOWN WEIGHT. BEAM DEPTH IS 12 IN. AND BEAM FLANGE WIDTH IS 8 IN. 7. NEW CRANE SELF-WEIGHT MUST BE LESS THAN EXISTING CRANE NEW CRANE SELF-WEIGHT MUST BE LESS THAN EXISTING CRANE 8. CRANE RAIL SHALL BE REPLACED WITH NEW RAIL. W12x CRANE RAIL BEAM IS TO REMAIN FOR RE-USE [BASE BID] CRANE RAIL SHALL BE REPLACED WITH NEW RAIL. W12x CRANE RAIL BEAM IS TO REMAIN FOR RE-USE [BASE BID] 9. TYPE 1 RAIL SUPPORT BRACKET AT COL LINES 1 TO 5 - DET A/A-3. TYPE 2 RAIL SUPPORT BRACKET AT COL TYPE 1 RAIL SUPPORT BRACKET AT COL LINES 1 TO 5 - DET A/A-3. TYPE 2 RAIL SUPPORT BRACKET AT COL LINES 6 TO 10 - DET B/A-3. TYPE 3 RAIL SUPPORT BRACKET AT COL LINES 11 AND 12.

AutoCAD SHX Text

EXISTING CRANE RAIL

AutoCAD SHX Text D E T A I L

AutoCAD SHX Text

SCALE: 3/4 IN = 1 FT

AutoCAD SHX Text A3

AutoCAD SHX Text A

AutoCAD SHX Text D E T A I L

AutoCAD SHX Text

SCALE: 3/4 IN = 1 FT

AutoCAD SHX Text A3

AutoCAD SHX Text B

AutoCAD SHX Text

[TYPE 2 BRACKET - COL LINES 6 TO 10]

AutoCAD SHX Text

[TYPE 1 BRACKET - COL LINES 1 TO 5]

AutoCAD SHX Text EXISTING W12x CRANE RAIL BEAM d = BEAM DEPTH = 12", bf = FLANGE WIDTH = 8"

AutoCAD SHX Text

EXISTING CRANE RAIL

AutoCAD SHX Text

EXISTING BUILDING SYSTEM COLUMN

AutoCAD SHX Text [ d = 14 1/2" bf = 6" ]

AutoCAD SHX Text EXISTING W12x CRANE RAIL BEAM d = BEAM DEPTH = 12", bf = FLANGE WIDTH = 8"

AutoCAD SHX Text EXISTING W8x COLUMN

AutoCAD SHX Text [ d = 8" bf = 6 5/8" ]

AutoCAD SHX Text

WEB STIFFENERS - NOT INSTALLED AT ALL COLUMNS OR ON BOTH SIDES

AutoCAD SHX Text

AutoCAD SHX Text ADD BID OPTION No. 1

AutoCAD SHX Text 12/25

AutoCAD SHX Text G.O.

AutoCAD SHX Text

[BASE BID]

AutoCAD SHX Text

[BID OPTION 1]

AutoCAD SHX Text

AutoCAD SHX Text ADDENDUM No. 1

AutoCAD SHX Text 7/26

AutoCAD SHX Text G.O.

1 T-1 B114 Crane 64 01DEC25 REV1 B114
2 G-1 B114 Crane 64 01DEC25 REV1 B114
3 A-1 B114 Crane 64 01DEC25 REV1 B114
4 A-2 B114 Crane 64 01DEC25 REV1 B114
5 A-3 B114 Crane 64 01DEC25 REV1 B114
6 A-4 B114 Crane 64 01DEC25 REV1 B114
7 A-5 B114 Crane 64 01DEC25 REV1 B114
8 A-6 B114 Crane 64 01DEC25 REV1 B114
T1 B114 Crane 64 29JUL26 REV2 ADDENDA 1-B114 T-1 (NAVFAC).pdf
Sheets and Views
B114 T-1 (NAVFAC)
A1 B114 Crane 64 29JUL26 REV2 ADDENDA 1-B114 A-1-EXISTG PLAN (NAVFAC).pdf
Sheets and Views
B114 A-1-EXISTG PLAN (NAVFAC)
A2 B114 Crane 64 29JUL26 REV2 ADDENDA 1-B114 A-2- NEWPLAN (NAVFAC).pdf
Sheets and Views
B114 A-2- NEWPLAN (NAVFAC)
A3 B114 Crane 64 29JUL26 REV2 ADDENDA 1-B114 A-3 ELEV (NAVFAC).pdf
Sheets and Views
B114 A-3 ELEV (NAVFAC)

File details come from the government source that posted it. Updated .