24-0400 1047 BRIDGE CRANE - SOW.pdf

PDF 1 MB Posted Apr 1, 2024

Attached to: 1047 Bridge Crane
Solicitation number: N4008524R2652
Issued by: Department of the Navy Naval Facilities Engineering Command

About this file

Written by GovTribe AI · Apr 2, 2024

This document is a Scope of Work (SOW) for a project to install a new 2-ton bridge crane in Building 1047 at Marine Corps Base Camp Lejeune in North Carolina. The contractor shall provide all materials, labor, equipment, and supervision required to install the new bridge crane system, including the crane, hoist, electrical, load testing, documentation, and certification. The SOW includes detailed requirements for the crane specifications, submittal documentation, qualifications of the fabricator and installer, and scheduling/access considerations. The related federal contract opportunity is a solicitation for the 1047 Bridge Crane project, limited to General MACC Contractors within the ROICC Camp Lejeune area of responsibility.

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Other files

File	Type	Posted
Amend 0003 1047 S DRAWING BOAT SHOP (1).pdf	PDF	Apr 18, 2024
24-0400 Amend 0003.pdf	PDF	Apr 18, 2024
Amend 0003 1047 S DRAWING BOAT SHOP (2).pdf	PDF	Apr 18, 2024
24-0400 Amend 02.pdf	PDF	Apr 11, 2024
24-0400 Amend 01.pdf	PDF	Apr 3, 2024
CLNC 41 22 13.15 BRIDGE CRANE OVERHEAD ELEC UNDER RUNNING TROLLEY.pdf	PDF	Apr 1, 2024
Revised Contractor_Environmental_Guide.pdf	PDF	Apr 1, 2024
RFP 24-0400 1047 Bridge Crane N4008524R2652.pdf	PDF	Apr 1, 2024
Combined DIV 01 specs small projects.pdf	PDF	Apr 1, 2024
24-0400 1047 BRIDGE CRANE - SUBMITTAL REGISTER.pdf	PDF	Apr 1, 2024
24-0400 1047 BRIDGE CRANE - PROJECT DESCRIPTION.pdf	PDF	Apr 1, 2024

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AutoCAD SHX Text

24-0400 BRIDGE CRANE 1047

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PROJECT# 24M005CN24M005CN

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CONTRACT# 24-04000400

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DWG: DANA WHITMORE

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USMC CAMP LEJEUNE

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BLDG #10471047

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SHEET OF OF OF

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TITLE

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AutoCAD SHX Text 24-0400 BRIDGE CRANE 1047 SCOPE OF WORK: THE CONTRACTOR SHALL PROVIDE ALL MATERIAL, LABOR, EQUIPMENT AND THE CONTRACTOR SHALL PROVIDE ALL MATERIAL, LABOR, EQUIPMENT AND SUPERVISION REQUIRED TO ACCOMPLISH THE FOLLOWING. GENERAL DESCRIPTION: THIS SCOPE OF WORK IS TO BE ACCOMPLISHED AT BUILDING 1047 THIS SCOPE OF WORK IS TO BE ACCOMPLISHED AT BUILDING 1047 LOCATED ON DUNCAN STREET, ABOARD CAMP LEJEUNE, NORTH CAROLINA. CONTRACTOR SHALL INSTALL A NEW BRIDGE CRANE IN HIGH BAY OF BUILDING 1047. CONTRACTOR SHALL PROVIDE ALL EQUIPMENT PART AND PRODUCT FOR A COMPLETE FUNCTIONAL CRANE SYSTEM, INCLUDE CRANE , HOIST TWO(2TON) LIFT CAPABILITY, ELECTRICAL, LOAD TEST, DOCUMENTATION, CERTIFICATION. CONTRACTOR RESPONSIBLE FOR ALL NAVY REQUIREMENT FOR CRANE INSTALLATION. DETAILED REQUIREMENTS AND SPECIFICATIONS: THE CONTRACTOR SHALL TAKE HIS OWN FIELD : THE CONTRACTOR SHALL TAKE HIS OWN FIELD MEASUREMENTS IN DETERMINING REQUIRED MATERIALS AND COSTS FOR THE FOLLOWING. SPECIAL SCHEDULING AND ACCESS: ACCESS AND SCHEDULING TO THE WORK AREA SHALL BE ACCESS AND SCHEDULING TO THE WORK AREA SHALL BE ARRANGED THROUGH CONTRACTING OFFICER"S REPRESENTATIVE FOR THE OICC OFFICE AND THE TENANT OF THE BUILDING. POINT OF CONTACT FOR ACCESS TO BUILDING. NOTES: 1. THE MEASUREMENTS AND QUANTITIES FURNISHED HERE ARE FOR REFERENCE ONLY. THE THE MEASUREMENTS AND QUANTITIES FURNISHED HERE ARE FOR REFERENCE ONLY. THE CONTRACTOR IS RESPONSIBLE FOR ACTUAL FIELD VERIFICATION PRIOR TO BIDDING, ORDERING MATERIAL AND DURING EVERY STEP OF CONSTRUCTION FOR EXISTING SURFACES, DIMENSIONS AND CONDITIONS. 2. REPAIR, REFINISH OF AREAS DAMAGED OR DISTURBED BY NEW WORK TO BE PROVIDED REPAIR, REFINISH OF AREAS DAMAGED OR DISTURBED BY NEW WORK TO BE PROVIDED UNDER THIS CONTRACT. 3. CONTRACTOR MAY ONLY USE THE CAMP LEJEUNE SANITARY LANDFILL FOR THE DISPOSAL OF CONTRACTOR MAY ONLY USE THE CAMP LEJEUNE SANITARY LANDFILL FOR THE DISPOSAL OF ASBESTOS CONTAINING MATERIALS, BUILDING PRODUCTS WITH TIGHTLY ADHERED LEAD CONTAINING PAINT, NON-CONTAMINATED CLEAN DIRT AND CLEAN GRAVEL. THE HOURS OF OPERATIONS ARE 0730-1530 MONDAY- THURSDAY AND 0730-1430 ON FRIDAY. DELIVERY OF ACCEPTABLE MATERIALS (IDENTIFIED ABOVE) SHALL BE BY APPOINTMENT ONLY. APPOINTMENT MADE BY PHONE AT 1-910-457-5011 OR 1-910-451-2946. 4. ALL CONTAMINATED GENERATED MATERIAL SHALL BE WEIGHED THROUGH THE BASE LANDFILL ALL CONTAMINATED GENERATED MATERIAL SHALL BE WEIGHED THROUGH THE BASE LANDFILL SCALES BEFORE BEING REMOVED FROM THE BASE. CONTRACTOR UTILIZING THE BASE SCALE WILL REQUIRE CONTRACTING OFFICERS ASSISTED PER-REGISTRATION WITH THE LANDFILL MANAGER. 5. THE CONTRACTING OFFICER WILL REGISTER THE CONTRACT VIA E-MAIL, WITH THE BASE THE CONTRACTING OFFICER WILL REGISTER THE CONTRACT VIA E-MAIL, WITH THE BASE LANDFILL. ALL HAUL VEHICLES WILL MAINTAIN A SECURE VEHICLE PLACED AS A CONDITION TO UTILIZE THE SCALE. E-MAIL THE CONTRACTORS INFORMATION TO THE LANDFILL CLERK, INCLUDE THE NAME ON THE PRIME CONTRACTOR, CONTRACT NUMBER, JOB NAME / DESCRIPTION, COMPLETION DATE AND WHETHER OR NOT ANY ABOVE MATERIAL WILL BE DELIVERED TO THE LANDFILL. 6. PRIOR TO PERFORMING "HOT WORK" (WELDING, CUTTING, ECT.) OR OPERATING OTHER FLAME PRIOR TO PERFORMING "HOT WORK" (WELDING, CUTTING, ECT.) OR OPERATING OTHER FLAME -PRODUCING SPARK PRODUCING DEVICES, A WRITTEN PERMIT SHALL BE REQUESTED FROM THE FIRE DIVISION. CONTRACTORS ARE REQUIRED TO MEET ALL CRITERIA BEFORE A PERMIT IS ISSUED. THE CONTRACTOR WILL PROVIDE AT LEAST TWO (2) TWENTY (20) POUND 4A:20 BC RATED EXTINGUISHERS FOR NORMAL "HOT WORK". ALL EXTINGUISHERS SHALL BE CURRENT INSPECTION TAGGED, APPROVED SAFETY PIN AND TAMPER RESISTANT SEAL. IT IS ALSO MANDATORY TO HAVE A DESIGNATED FIRE WATCH FOR ANY "HOT WORK" DONE AT THIS ACTIVITY. THE FIRE WATCH SHALL BE TRAINED IN ACCORDANCE WITH NFPA 51B AND REMAIN ON SITE FOR A MINIMUM OF THIRTY (30) MINUTES AFTER WORK IS COMPLETED. 7. CONTRACTOR IS TO BE AWARE OF ALL RULES, REGULATION AND CODES REQUIRED FOR CONTRACTOR IS TO BE AWARE OF ALL RULES, REGULATION AND CODES REQUIRED FOR SUCCESSFUL COMPLETION OF PROJECT.

AutoCAD SHX Text SUBMITTALS: 1. CONTRACTOR SHALL MAKE ELECTRONIC COPIES OF ALL SUBMITTALS, INCLUDE CONTRACTOR SHALL MAKE ELECTRONIC COPIES OF ALL SUBMITTALS, INCLUDE THE APPROVED TRANSMITTAL SHEETS AND PROVIDE TWO (2) CD/DVD'S CONTAINING ALL SUBMITTALS FOR PROJECT. THE CD/DVD'S SHALL BE MARKED "COMPLETE SUBMITTAL PACKAGE - "24-0400 BRIDGE CRANE 1047" WITH CONTRACT # "N40085-24-B-0400" 2. AFTER AWARD: THE CONTRACTOR SHALL FURNISH THE CONTRACTING OFFICER, AFTER AWARD: THE CONTRACTOR SHALL FURNISH THE CONTRACTING OFFICER, MATERIAL, SPECIFICATIONS FOR SELECTION AND APPROVAL PRIOR TO THE ORDERING AND INSTALLATION OF SAID MATERIALS. 3. THE CONTRACTOR IS REQUIRED TO SUBMIT A SCHEDULE DETAILING WHEN THEY THE CONTRACTOR IS REQUIRED TO SUBMIT A SCHEDULE DETAILING WHEN THEY AND OR ANY SUBCONTRACTOR WILL BE WORKING. THE SCHEDULE MUST BE APPROVED BY GOVERNMENT BEFORE BEGINNING WORK. 4. THE CONTRACTOR SHALL SUBMIT TO THE CONTRACTING OFFICER, THE THE CONTRACTOR SHALL SUBMIT TO THE CONTRACTING OFFICER, THE MANUFACTURE'S PRODUCT SPECIFICATIONS, COMPLETE WITH TECHNICAL PRODUCTS DATA FOR ALL OF THE MATERIAL BEING USED IN THIS PROCESS. THE PRODUCT SPECIFICATION SHALL AS A MINIMUM, PROVIDE THE TECHNICAL DETAILS ON THE FOLLOWING ITEMS. 5. SUBMIT: SUBMIT: A. INSTALLATION DRAWINGS /SHOP DRAWINGS / AS BUILT DRAWINGS INSTALLATION DRAWINGS /SHOP DRAWINGS / AS BUILT DRAWINGS B. PRODUCT DATA PRODUCT DATA B.A. MANUFACTURES TECHNICAL DATA SHEET MANUFACTURES TECHNICAL DATA SHEET B.B. MATERIAL SAFETY DATA SHEETS (MADA) MATERIAL SAFETY DATA SHEETS (MADA) B.C. MAINTENANCE DATA MAINTENANCE DATA B.D. NAVCRANECENINST 11450.1 DOCUMENTATION. NAVCRANECENINST 11450.1 DOCUMENTATION. C. "COMPLETE SUBMITTAL PACKAGE CONTRACT #24M005CN" "COMPLETE SUBMITTAL PACKAGE CONTRACT #24M005CN" 6. QUALIFICATIONS: QUALIFICATIONS: 6.1. FABRICATOR QUALIFICATIONS: MINIMUM OF THREE YEARS DOCUMENTED FABRICATOR QUALIFICATIONS: MINIMUM OF THREE YEARS DOCUMENTED EXPERIENCE IN FABRICATING CRANES, SIMILAR IN SCOPE AND COMPLEXITY TO THIS PROJECT. CURRENTLY CERTIFIED BY THE AS ACCEPTABLE FABRICATOR. 6.2. INSTALLER QUALIFICATION: MINIMUM OF THREE YEARS DOCUMENTED INSTALLER QUALIFICATION: MINIMUM OF THREE YEARS DOCUMENTED INSTALLATION EXPERIENCE FOR PROJECT SIMILAR IN SCOPE AND COMPLEXITY TO THIS PROJECT AND CURRENTLY CERTIFIED BY MANUFACTURER AS AN ACCEPTABLE INSTALLER.

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BRIDGE CRANE

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TITLE PAGE

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LOCATION MAP

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FLOOR PLAN

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EXTERIOR ELEVATION

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INTERIOR ELEVATION

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SPECIFICATION

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24-0400 BRIDGE CRANE 1047

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PROJECT# 24M005CN24M005CN

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CONTRACT# 24-04000400

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DWG: DANA WHITMORE

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USMC CAMP LEJEUNE

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BLDG #10471047

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SHEET OF OF OF

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LOCATION MAP

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AERIAL MAP

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AREA MAP

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1/16 = 1'-0"

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PROJECT# 24M005CN24M005CN

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CONTRACT# 24-04000400

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DWG: DANA WHITMORE

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USMC CAMP LEJEUNE

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BLDG #10471047

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SHEET OF OF OF

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FLOOR PLAN

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DIMENTIONS

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EXISTING FLOOR PLAN

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NEW CRANE FLOOR PLAN

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DIMENTIONS

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MEASUREMENTS ARE APPROXIMATE

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FIELD VERIFY

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CRANE SIZE AND LOCATION MAY VARY

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TO FIT THIS LOCATION

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MEASUREMENTS ARE APPROXIMATE

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FIELD VERIFY

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MEASUREMENTS ARE APPROXIMATE

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FIELD VERIFY

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CRANE SIZE AND LOCATION MAY VARY

TO FIT THIS LOCATION

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PROJECT# 24M005CN24M005CN

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CONTRACT# 24-04000400

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DWG: DANA WHITMORE

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USMC CAMP LEJEUNE

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BLDG #10471047

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SHEET OF OF OF

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EXTERIOR

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ELEVATION

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DOOR HIGHT

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NORTH ELEVATION

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WEST ELEVATION

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EAST ELEVATION

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WALL SECTION

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NOTE: CRANE TO AVOID ROLL-UP DOOR EQUIPMENT FIELD VERIFY

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PROJECT# 24M005CN24M005CN

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CONTRACT# 24-04000400

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DWG: DANA WHITMORE

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USMC CAMP LEJEUNE

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BLDG #10471047

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SHEET OF OF OF

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INTERIOR

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ELEVATION

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DOOR HIGHT

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WALL ELEVATION

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NOTE: CRANE LOCATION AND DIMENSION MAY VERY FIELD VERIFY

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LEVEL 1

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NEW CRANE ELVATION

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LEVEL 1

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LOWER ROOF

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PROJECT# 24M005CN24M005CN

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CONTRACT# 24-04000400

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DWG: DANA WHITMORE

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USMC CAMP LEJEUNE

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BLDG #10471047

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SPECIFICATION

AutoCAD SHX Text SPECIFICATIONS: UFC 1-300-02 Unified Facilities Guide Specifications (UFGS) ASCE 7 (2017) Minimum Design Loads for Buildings and Other Structures ASHRAE FUN IP (2017) Fundamentals Handbook, I-P Edition ASME B29.400 (2001;(R 2008) (R2013) (R 2018)) "H" Type Mill Chainsand (2001;(R 2008) (R2013) (R 2018)) "H" Type Mill Chainsand Sprockets. ASTM A153/A153M (2016) Standard Specification for Zinc Coatings, Carbon, (2016) Standard Specification for Zinc Coatings, Carbon, for General Application. ASTM A27/A27M (2017) Standard Specification for Steel casting, Carbon, (2017) Standard Specification for Steel casting, Carbon, for General Application. ASTM A307 (2014; E 2017) Standard Specification for Carbon Steel (2014; E 2017) Standard Specification for Carbon Steel Bolts, Studs, and Threaded Rod 60 000 PSI tensile Strength. ASTM A36/A36M (2014) Standard Specification for carbon Structural (2014) Standard Specification for carbon Structural Steel. ASTM A48/A48M (2003: R 2012) Standard Specification for Gray Iron (2003: R 2012) Standard Specification for Gray Iron Casting. ASTM A53/A53M (2018) Standard Specification for pipe, Steel, Black and Hot-Dipped, Zinc-Coated, Welded and seamless. ASTM A653/A653M (2017) Standard Specification for Steel Sheet, (2017) Standard Specification for Steel Sheet, Zinc-Coated (Galvanized) or Zinc-Iron Alloy-Coated (Galvannealed) by the Hot-Dip Process. ASTM A666 (2015) Standard Specification for Annealed or (2015) Standard Specification for Annealed or Cold-Worked Austenitic Stainless Steel Sheet, Strip, Plated and Flat bar. ASTM A780/A780M (2009; R 2015) Standard Practice for Repair of Damaged (2009; R 2015) Standard Practice for Repair of Damaged and Uncoated Areas of Hot-Dip Galvanized Coatings. ASTM A924/A924M (2017a) Standard Specification for General Requirements (2017a) Standard Specification for General Requirements for Steel Sheet, metallic-Coated by hot-Dip process. ASTM D2000 (2012: R 2017) Standard Classification System for (2012: R 2017) Standard Classification System for Rubber Products in Automotive Applications. ASTM E330/E330M (2014) Structural Performance of Exterior Windows, (2014) Structural Performance of Exterior Windows, Doors, Skylights and curtain Walls by Uniform Static Air Pressure Difference. ASTM E84 (2018a) Standard Test Method for Surface Burning (2018a) Standard Test Method for Surface Burning Characteristics of Building Material. NAVFAC P-307 Weight Handling Program management NAVCRANECENINST 11450.1 Requisite Documentation Requisite Documentation OSHA 1910.179 Standards Standards NFPA 70 Electrical Code Electrical Code ASTM C 827

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1. CRANE: CRANE: 1.1. BASES OF DESIGN: CRANE WORKS INC BASES OF DESIGN: CRANE WORKS INC 1.2. INSTALLED PER MANUFACTURES WRITTEN INSTRUCTIONS INSTALLED PER MANUFACTURES WRITTEN INSTRUCTIONS 1.2.1. FREE STANDING WORKSTATION FREE STANDING WORKSTATION 1.2.2. BRIDGE CAPACITY: 4000LBS. BRIDGE CAPACITY: 4000LBS. 1.2.3. STRUCTURE: MOTORIZED BRIDGE AND TROLLEY STRUCTURE: MOTORIZED BRIDGE AND TROLLEY 1.2.4. POWER OPTIONS: BOX-TRACK POWER OPTIONS: BOX-TRACK 1.2.5. TRACK SERIES: 900 TRACK SERIES: 900 1.2.6. SUPPORT SYSTEM. KIT. - # S20L3-9.5519 SUPPORT SYSTEM. KIT. - # S20L3-9.5519 1.2.7. ELECTRIC CHAIN HOIST ELECTRIC CHAIN HOIST 1.2.7.1. TONNAGE: TWO(2) TONNAGE: TWO(2) 1.2.7.1.1. HOOK HEIGHT: 18FT. HOOK HEIGHT: 18FT. 1.2.7.1.2. NUMBER OF CHAINS: TWO(2) NUMBER OF CHAINS: TWO(2) 1.2.7.1.2.1. LOAD CHAIN SIZE: 10MM LOAD CHAIN SIZE: 10MM 1.2.7.1.2.1.1. PENDANT CORD LENGTH: 14FT. PENDANT CORD LENGTH: 14FT. 1.2.7.1.2.2. MOTOR H.P.: ONE(1) MOTOR H.P.: ONE(1) 1.2.7.1.2.2.1. 2.O1 HP 2.O1 HP 1.2.7.1.2.2.1.1. POWER SUPPLY 230/460v 3-PHASEPOWER SUPPLY 230/460v 3-PHASE

NOTE: MUST BE EQUIVALENT IN FORM AND FUNCTION CONTRACTOR SHALL COMPLY WITH ALL NAVCRANENINST 11450.1 DOCUMENTATION

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PROJECT# 24M005CN24M005CN

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CONTRACT# 24-04000400

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DWG: DANA WHITMORE

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USMC CAMP LEJEUNE

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BLDG #10471047

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SHEET OF OF OF

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MECHANICAL

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PLAN

AutoCAD SHX Text MECHANICAL: 1. REMOVE EXHAUST FANS EF2A AND EF2B FROM INSIDE BAY AREA. REMOVE EXHAUST FANS EF2A AND EF2B FROM INSIDE BAY AREA. 1.1. LEAVE EXISTING MECHANICAL DAMPER IN PLACE LEAVE EXISTING MECHANICAL DAMPER IN PLACE . 2. ROUTE EXISTING ELECTRICAL POWER TO OUTSIDE OF BUILDING ROUTE EXISTING ELECTRICAL POWER TO OUTSIDE OF BUILDING FOR NEW EXHAUST FANS. 2.1. INCLUDE SERVICE DISCONNECT SWITCHES AND ELECTRICAL INCLUDE SERVICE DISCONNECT SWITCHES AND ELECTRICAL CONDUIT ARE TO BE SECURED TO OUTSIDE WALL. 2.2. ELECTRICAL SHALL BE PER MANUFACTURE WRITTEN ELECTRICAL SHALL BE PER MANUFACTURE WRITTEN RECOMMENDATIONS AND NFPA 70 3. DEMO EXISTING OUTSIDE LOVERS DEMO EXISTING OUTSIDE LOVERS . 4. FABRICATE 24" X 24" SIDE WALL CURBING EXISTING OPENINGS FABRICATE 24" X 24" SIDE WALL CURBING EXISTING OPENINGS ON EXTERIOR OF BUILDING. 4.1. CURBING SHALL BE PER MANUFACTURES WRITTEN CURBING SHALL BE PER MANUFACTURES WRITTEN RECOMMENDATIONS. 5. INSTALL TWO(2) NEW UP-BLAST FANS ON OUTSIDE OF BUILDING INSTALL TWO(2) NEW UP-BLAST FANS ON OUTSIDE OF BUILDING 5.1. LABEL: EF-2A AND EF2B. LABEL: EF-2A AND EF2B. 6. SEAL CONNECTIONS BETWEEN NEW CURBING AND EXHAUST FAN. SEAL CONNECTIONS BETWEEN NEW CURBING AND EXHAUST FAN. 6.1. USE GRAY PAINT ON DUCT MASTIC SEALANT USE GRAY PAINT ON DUCT MASTIC SEALANT . 7. TAB NEW EXHAUST FANS TO VERIFY CFM AS LISTED.TAB NEW EXHAUST FANS TO VERIFY CFM AS LISTED.

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MECHANICL

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MARK

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DISCRIPITION

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CFM

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ESP(INWG)

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RPM

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VOLTS

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FLA

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EF-2A

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CENTRIFUGAL INLINE

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EF-2B

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CENTRIFUGAL INLINE

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SOUTH BUILDING ELEVATION

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SOUTH BUILDING ELEVATION

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EXISTING

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RENOVATION

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MECHANICAL INTERIOR

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MECHANICAL EXTERIOR

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PROJECT# 24M005CN24M005CN

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CONTRACT# 24-04000400

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DWG: DANA WHITMORE

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USMC CAMP LEJEUNE

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BLDG #10471047

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SHEET OF OF OF

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ELECTRICAL

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AutoCAD SHX Text ELECTRICAL: 1. OUTSIDE ELECTRICAL ROOM OUTSIDE ELECTRICAL ROOM 1.1. PROVIDE AND INSTALL ONE(1) THREE PHASE TWENTY(20) PROVIDE AND INSTALL ONE(1) THREE PHASE TWENTY(20) AMP BREAKER IN PANEL LC313 1.2. LABELED CRANE LABELED CRANE 2. PROVIDE THREE-QUARTER ( ) CONDUIT OUT OF PANEL BOX PROVIDE THREE-QUARTER ( ) CONDUIT OUT OF PANEL BOX 34) CONDUIT OUT OF PANEL BOX 2.1. CONDUIT AT CEILING HEIGHT ACROSS BATTERY ROOM TO CONDUIT AT CEILING HEIGHT ACROSS BATTERY ROOM TO BOAT BAY AREA. 3. INSTALL NEW TWO HUNDRED AND FIFTY(250) VOLT THREE (3) INSTALL NEW TWO HUNDRED AND FIFTY(250) VOLT THREE (3) PHASE FUSIBLE DISCONNECT WITH FUSES. 3.1. FUSES: TWENTY(20) AMP FUSES: TWENTY(20) AMP 3.2. MOUNT DISCONNECT: FIVE(5) FEET FROM GROUND LEVEL AT MOUNT DISCONNECT: FIVE(5) FEET FROM GROUND LEVEL AT OUTSIDE WALL OF BATTERY ROOM. 4. PULL NUMBER TWELVE(#12) THHN THREE(3) HOT'S WITH GROUND. PULL NUMBER TWELVE(#12) THHN THREE(3) HOT'S WITH GROUND. 4.1. PANEL LV313 TO NEW DISCONNECT. PANEL LV313 TO NEW DISCONNECT. 5. CONTRACTOR SHALL COORDINATE WITH CRANE CONTRACTOR FOR CONTRACTOR SHALL COORDINATE WITH CRANE CONTRACTOR FOR POWER LEAVING DISCONNECT TO CRANE POWER CONNECTION.6. ALL DISCONNECTS, PANELS, CONDUIT SHALL BE INSTALLED PER 70 NFPA, NEC. 6. IDENTIFY EACH CIRCUIT @ ALL JUNCTION AND TERMINATIONS.IDENTIFY EACH CIRCUIT @ ALL JUNCTION AND TERMINATIONS.

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ELECTRICAL FLOOR PLAN

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PICTURE BAY AREA

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Sheets and Views

BRIDGE CRANE 1047-TITLES

BRIDGE CRANE 1047-VACINITY MAP A1

BRIDGE CRANE 1047-FLOOR PLAN A2

BRIDGE CRANE 1047-ELEVATION A3

BRIDGE CRANE 1047-ELEVATION A3 (2)

BRIDGE CRANE 1047-SPECIFICATION S1

BRIDGE CRANE 1047-MECHANICAL M1

BRIDGE CRANE 1047-ELECTRICAL E1

File details come from the government source that posted it. Updated Apr 2, 2024.