part_6 RFP ATTA DWG B178 HDSS 20200519.pdf
PDF 3 MB Posted
- Attached to
- Building 178 High Density Storage Stacker Federal contract opportunity
- Solicitation number
- N40085-20-B-2540
About this file
This solicitation requests design, procurement, installation, and coordination services for high density storage systems equipment for Building 178 at the Portsmouth Naval Shipyard. Required equipment includes two narrow aisle forklifts with chargers, in-floor guide wire systems, and rack systems. Fire suppression, fire alarm, electrical, and concrete floor modifications are also required to accommodate the systems. Bidders are asked to also provide pricing for one additional narrow aisle forklift and one standard forklift. The solicitation is issued by the Department of the Navy, Naval Facilities Engineering Command. The closing date is not provided.
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Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| N40085N40085-20-B-2540 Amendment 0003.pdf | ||
| part_3 RFP B178 HDSS REV 20200717.pdf | ||
| N40085N40085-20-B-2540 Amendment 0002.pdf | ||
| part_1 REV 20200717.pdf | ||
| OF_1419 B178 Stacker.pdf | ||
| N40085-20-B-2540 Amendment 0001.pdf | ||
| 178-362 strutural design loads.pdf | ||
| B178 stacker RFI Set 3.pdf | ||
| B178 High Density Storage System DB BID RFI RTW.pdf | ||
| ASI 002 Fence Gate Change (RFI HDSS 2a).pdf | ||
| 178-420-utility trench detail.pdf | ||
| SEC 10 22 14 INT CHAIN LINK FENCE GATES RFI 1.pdf | ||
| Master Scope of Work HDSS 20200506.pdf | ||
| N40085-20-B-2540 Solicitation_B178 Storage Stacker PNSY.pdf | ||
| part_6 RFP ATTB EQS B178 HDSS 20200430.pdf | ||
| part_5 RFP B178 HDSS 20200413.pdf | ||
| part_4 RFP B178 HDSS 20200413.pdf | ||
| part_1 RFP B178 HDSS 20200413.pdf | ||
| part_2 RFP B178 HDSS 20200413.pdf | ||
| part_3 RFP B178 HDSS 20200413.pdf | ||
| part_6 RFP B178 HDSS 20200413.pdf |
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BUILDING 178 HIGH DENSITY STORAGE SYSTEM
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LIST OF DRAWINGS
AutoCAD SHX Text SHEET PWD-ME NAVFAC DRAWING PWD-ME NAVFAC DRAWING NAVFAC DRAWING DRAWING SHEET NO. NO. DWG. NO. TITLE NO. NO. DWG. NO. TITLE NO. DWG. NO. TITLE DWG. NO. TITLE TITLE 1 OF X G001 XXX-XX-XXX XXXXXXX TITLE SHEET G001 XXX-XX-XXX XXXXXXX TITLE SHEET XXX-XX-XXX XXXXXXX TITLE SHEET XXXXXXX TITLE SHEET TITLE SHEET 2 OF X G002 GENERAL NOTES G002 GENERAL NOTES GENERAL NOTES 3 OF AD101 PARTIAL FIRST FLOOR REMOVAL PLAN AD101 PARTIAL FIRST FLOOR REMOVAL PLAN PARTIAL FIRST FLOOR REMOVAL PLAN 4 OF AD102 BUILDING SECTION REMOVAL & ENLARGED PLAN AD102 BUILDING SECTION REMOVAL & ENLARGED PLAN BUILDING SECTION REMOVAL & ENLARGED PLAN 5 OF A101 PARTIAL FIRST FLOOR PLAN - NORTH A101 PARTIAL FIRST FLOOR PLAN - NORTH PARTIAL FIRST FLOOR PLAN - NORTH 6 OF A102 PARTIAL FIRST FLOOR PLAN - SOUTH A102 PARTIAL FIRST FLOOR PLAN - SOUTH PARTIAL FIRST FLOOR PLAN - SOUTH 7 OF A103 BUILDING SECTIONS A103 BUILDING SECTIONS BUILDING SECTIONS 8 OF A104 BUILDING PARTIAL ELEVATION A104 BUILDING PARTIAL ELEVATION BUILDING PARTIAL ELEVATION 9 OF E001 GENERAL ELECTRICAL NOTES E001 GENERAL ELECTRICAL NOTES GENERAL ELECTRICAL NOTES 10 OF ED101 ELECTRICAL PARTIAL FIRST FLOOR REMOVAL PLAN ED101 ELECTRICAL PARTIAL FIRST FLOOR REMOVAL PLAN ELECTRICAL PARTIAL FIRST FLOOR REMOVAL PLAN 11 OF E101 ELECTRICAL ONE-LINE DIAGRAME101 ELECTRICAL ONE-LINE DIAGRAMELECTRICAL ONE-LINE DIAGRAM
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WORK LOCATION BLDG. 178
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1. COORDINATE REMOVAL OF DEBRIS WITH THE CONTRACTING OFFICER TO COORDINATE REMOVAL OF DEBRIS WITH THE CONTRACTING OFFICER TO MINIMIZE DISRUPTION OF SHIPYARD ACTIVITIES. COORDINATE WITH WASTE MANAGEMENT PLAN. 2. FILL, PATCH, PAINT, OR OTHERWISE REFINISH TO MATCH EXISTING ADJACENT FILL, PATCH, PAINT, OR OTHERWISE REFINISH TO MATCH EXISTING ADJACENT REMAINING SURFACES DISTURBED BY REMOVALS OR RELOCATIONS. 3. ITEMS DEPICTED FOR REMOVAL OR DEMOLITION ARE SHOWN FOR ITEMS DEPICTED FOR REMOVAL OR DEMOLITION ARE SHOWN FOR INFORMATIONAL PURPOSES. THESE DRAWINGS DO NOT INDICATE EACH AND EVERY ITEM TO BE REMOVED OR DEMOLISHED. VERIFY IN FIELD WORK ASSOCIATED WITH REMOVALS OR DEMOLITION. 2. CONFORM TO STATE, FEDERAL, NATIONAL, AND OTHER CODES AND ORDINANCES CONFORM TO STATE, FEDERAL, NATIONAL, AND OTHER CODES AND ORDINANCES THAT APPLY TO THIS PROJECT. 3. COMPLETE WORK IN ACCORDANCE WITH INDUSTRY STANDARDS AND PERFORM COMPLETE WORK IN ACCORDANCE WITH INDUSTRY STANDARDS AND PERFORM WORK IN A WORKMANLIKE PROFESSIONAL MANNER. 4. WORK IS IN AN OCCUPIED BUILDING. MAINTAIN BUILDING EGRESS PATHS WORK IS IN AN OCCUPIED BUILDING. MAINTAIN BUILDING EGRESS PATHS DURING THE ENTIRE CONTRACT PERIOD. COORDINATE WITH CONTRACTING OFFICER. 5. MAINTAIN THE CONSTRUCTION SITE IN A SECURE, NEAT, CLEAN, AND SAFE MAINTAIN THE CONSTRUCTION SITE IN A SECURE, NEAT, CLEAN, AND SAFE MANNER DURING THE ENTIRE CONTRACT PERIOD. 6. COMPLY WITH EM385-1-1 AND OSHA REGULATIONS FOR MONITORING, COMPLY WITH EM385-1-1 AND OSHA REGULATIONS FOR MONITORING, TESTING, AND OPERATION OF PROPANE, DIESEL, OR GASOLINE POWERED VEHICLES OR MACHINERY WITHIN THE CONFINES OF THE BUILDING (B178). PROVIDE VENTILATION MEASURES AND/OR SCRUBBERS TO MITIGATE THE HAZARD AS APPROVED BY THE CONTRACTING OFFICER. 7. COMPLY WITH EM385-1-1 AND OSHA REGULATIONS FOR MONITORING AND COMPLY WITH EM385-1-1 AND OSHA REGULATIONS FOR MONITORING AND TESTING NOISE LEVELS WITHIN THE CONFINES OF THE BUILDING (B178) DURING WORK OPERATIONS. NOISES EXCEEDING THE SAFE LEVELS FOR OPERATING EQUIPMENT OR MACHINERY MUST BE MITIGATED AS APPROVED BY THE CONTRACTING OFFICER OR PERFORMED DURING OFF-HOURS. 8. DO NOT PENETRATE JOISTS, BEAMS, OR OTHER STRUCTURAL MEMBERS. OBTAIN DO NOT PENETRATE JOISTS, BEAMS, OR OTHER STRUCTURAL MEMBERS. OBTAIN WRITTEN APPROVAL FROM THE ENGINEER OF RECORD FOR ANY PENETRATIONS OF STRUCTURAL MEMBERS. 9. OBTAIN PERMITS THAT ARE REQUIRED FOR THE SATISFACTORY COMPLETION OBTAIN PERMITS THAT ARE REQUIRED FOR THE SATISFACTORY COMPLETION AND OCCUPANCY OF THE WORK AT NO ADDITIONAL COST TO THE GOVERNMENT. COMPLY WITH PERMIT APPROVAL CONDITIONS.. 10. POWDER DRIVEN FASTENERS ARE PROHIBITED FOR SUPPORT OF POWDER DRIVEN FASTENERS ARE PROHIBITED FOR SUPPORT OF ARCHITECTURAL EQUIPMENT, MECHANICAL, PLUMBING, FIRE PROTECTION, OR ELECTRICAL COMPONENT SUPPORT WHEN LOADED IN TENSION. 11. DISPOSE OF AND/OR RECYCLE CONSTRUCTION DEBRIS FROM THE PROJECT DISPOSE OF AND/OR RECYCLE CONSTRUCTION DEBRIS FROM THE PROJECT SITE AS REQUIRED BY THE STATE OF MAINE AND AS REQUIRED BY THE CONTRACT. OBTAIN DISPOSAL PERMITS THAT ARE REQUIRED. 12. PROTECT EXISTING SYSTEMS AND SURFACES TO REMAIN. REPAIR OR REPLACE PROTECT EXISTING SYSTEMS AND SURFACES TO REMAIN. REPAIR OR REPLACE DAMAGE RESULTING FROM THE CONTRACTOR'S OPERATIONS AS APPROVED BY THE CONTRACTING OFFICER AT NO ADDITIONAL COST TO THE GOVERNMENT. 13. OBTAIN APPROVAL FROM THE CONTRACTING OFFICER FOR THE SEQUENCE AND OBTAIN APPROVAL FROM THE CONTRACTING OFFICER FOR THE SEQUENCE AND TIMING OF OPERATIONS PRIOR TO COMMENCING WORK. 14. NOTIFY THE CONTRACTING OFFICER PER THE SPECIFICATIONS PRIOR TO NOTIFY THE CONTRACTING OFFICER PER THE SPECIFICATIONS PRIOR TO INTERRUPTING UTILITY SERVICE'S WITHIN THE BUILDING. 15. THE COLUMN BASE PLATES AND POST INSTALLED ANCHORS SHALL BE THE COLUMN BASE PLATES AND POST INSTALLED ANCHORS SHALL BE DESIGNED BY A LICENSED PROFESSIONAL ENGINEER. CALCULATIONS AND SHOP DRAWINGS SHALL BE STAMPED BY THE LICENSED PROFESSIONAL ENGINEER RESPONSIBLE FOR THEIR PREPARATION. 16. PERFORM GROUND PENETRATING RADAR (GPR) AT EACH COLUMN BASE PLATE PERFORM GROUND PENETRATING RADAR (GPR) AT EACH COLUMN BASE PLATE TO LOCATE THE EXISTING SLAB REINFORCING STEEL. THE COLUMN BASE PLATES SHALL BE MODIFIED AS REQUIRED TO ENSURE THE POST INSTALLED ANCHOR IS NOT LOCATED AT THE SAME LOCATION AS THE EXISTING SLAB STEEL REINFORCEMENT. THE EXISTING TOP LAYER OF SLAB REINFORCING STEEL IS APPROXIMATELY 4-INCHES BELOW THE TOP SURFACE OF THE EXISTING SLAB. 17. EXISTING STRUCTURAL SYSTEMS SHALL NOT BE MODIFIED WITHOUT THE EXISTING STRUCTURAL SYSTEMS SHALL NOT BE MODIFIED WITHOUT THE EXPRESS PERMISSION OF THE CONTRACTING OFFICER. 18. THE PROJECT SHALL BE PHASED IN ACCORDANCE WITH THE CONTRACTOR'S THE PROJECT SHALL BE PHASED IN ACCORDANCE WITH THE CONTRACTOR'S APPROVED PHASING PLAN. THE CONTRACTOR SHALL OBTAIN APPROVAL FROM THE CONTRACTING OFFICER FOR THE SEQUENCING AND TIMING OF OPERATIONS PRIOR TO COMMENCING WORK. SEE SPECIFICATIONS. 19. CONTRACTOR IS TO MAINTAIN SERVICE TO ROOMS/AREAS OUTSIDE THE CONTRACTOR IS TO MAINTAIN SERVICE TO ROOMS/AREAS OUTSIDE THE PROJECT SCOPE OF WORK AND PHASING SCHEDULE. IF INTERRUPTION OF SERVICE IS REQUIRED COORDINATE SHUTDOWN WITH CONTRACTING OFFICER. NOTIFY THE CONTRACTING OFFICER A MINIMUM OF 14 CALENDAR DAYS PRIOR TO SHUT-DOWN.
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1. VERIFY ALL EXISTING UTILITY INFORMATION AND TIE IN LOCATIONS NEEDED TO VERIFY ALL EXISTING UTILITY INFORMATION AND TIE IN LOCATIONS NEEDED TO COMPLETE THE CONSTRUCTION OF NEW UTILITY SYSTEMS AND SITE IMPROVEMENTS. VERIFICATION METHODS MUST INCLUDE BUT NOT BE LIMITED TO TESTS PITS AND CCTV TO VERIFY LOCATION, ELEVATION, SIZE, MATERIAL, AND ANY OTHER INFORMATION REQUIRED TO COMPLETE THE CONSTRUCTION. 2. UTILITIES NOT SHOWN ON THESE PLANS MAY EXIST. THE LOCATION, UTILITIES NOT SHOWN ON THESE PLANS MAY EXIST. THE LOCATION, ELEVATION, SIZE AND MATERIAL OF ALL UTILITIES MUST BE VERIFIED BEFORE PROCEEDING WITH CONSTRUCTION. ALL UTILITY LINES AND ASSOCIATED STRUCTURES NOT AFFECTED BY THIS PROJECT MUST BE PROTECTED THROUGHOUT ALL PHASES OF WORK. 3. THE LOCATION OF UNDERGROUND UTILITIES WITHIN THE LIMITS OF THE THE LOCATION OF UNDERGROUND UTILITIES WITHIN THE LIMITS OF THE EXCAVATION OR GROUND PENETRATING WORK MUST BE LOCATED PRIOR TO COMMENCING ANY EXCAVATION OR GROUND PENETRATING WORK. "DIG SAFE" (1-888-344-7233) MUST BE NOTIFIED WITHIN 14 CALENDAR DAYS, BUT NO MORE THEN 30 DAYS, PRIOR TO THE COMMENCEMENT OF THE EXCAVATION OR GROUND PENETRATING ACTIVITY. THE STATE OF MAINE "DIG SAFE" LAW (TITLE 23, MRSA 3360-A) MUST BE FULLY COMPILED WITH. 4. THE EXCAVATOR MUST PREPARE A "PWD ME DIG SAFE UTILITY LOCATE THE EXCAVATOR MUST PREPARE A "PWD ME DIG SAFE UTILITY LOCATE REQUEST FORM" AT LEAST 14 CALENDAR DAYS PRIOR TO THE COMMENCEMENT OF THE EXCAVATION OR GROUND PENETRATING ACTIVITY AND SUBMIT THE FORM TO THE CONTRACTING OFFICER (OBTAIN FORM FROM NAVFAC ET). 5. THE GOVERNMENT MUST LOCATE AND MARK THE UNDERGROUND UTILITIES THE GOVERNMENT MUST LOCATE AND MARK THE UNDERGROUND UTILITIES WITHIN 14 CALENDAR DAYS OF RECEIVING THE DIG SAFE NOTIFICATION. 6. EXCAVATION OR GROUND PENETRATION ACTIVITIES CAN NOT COMMENCE UNTIL EXCAVATION OR GROUND PENETRATION ACTIVITIES CAN NOT COMMENCE UNTIL THE UTILITIES HAVE BEEN MARKED IN THE FIELD AND THE PWD ME DIG SAFE UTILITY LOCATE REQUEST FORM HAS BEEN RETURNED INDICATING THE PWD ME DIG SAFE REVIEW PROCESS HAS BEEN COMPLETED AND EXCAVATION HAS BEEN APPROVED BY THE CONTRACTING OFFICER. 7. IF THE EXCAVATION OR GROUND PENETRATING ACTIVITIES DO NOT COMMENCE IF THE EXCAVATION OR GROUND PENETRATING ACTIVITIES DO NOT COMMENCE WITHIN 27 DAYS OF DIG SAFE NOTIFICATION OR THE EXCAVATION WORK IS EXPANDED OUTSIDE THE LOCATION ORIGINALLY SPECIFIED IN THE NOTIFICATION, THE EXCAVATOR MUST RE-NOTIFY DIG SAFE, THE CONTRACTING OFFICER AND THE PWD ME DIG SAFE COORDINATOR. 8. MAINTAIN THE UTILITY MARKINGS THROUGHOUT THE CONTRACT PERIOD. IF MAINTAIN THE UTILITY MARKINGS THROUGHOUT THE CONTRACT PERIOD. IF ADDITIONAL MARKINGS ARE REQUIRED, THE EXCAVATOR MUST RE-NOTIFY DIG SAFE, THE CONTRACTING OFFICER, AND THE PWD ME DIG SAFE COORDINATOR AT 207-438-1082. 9. THE COST FOR THE ADJUSTMENT OR RELOCATION OF PUBLIC AND PRIVATE THE COST FOR THE ADJUSTMENT OR RELOCATION OF PUBLIC AND PRIVATE UTILITY PIPES, STRUCTURES AND CASTINGS, INCLUDING BUT NOT LIMITED TO GAS, CABLE TV, AND TELEPHONE, MUST BE PAID BY THE CONTRACTOR. COMPLETION OF SUCH WORK MAY OR MAY NOT BE COMPLETED BY THE PUBLIC AND PRIVATE UTILITY OWNER. THE CONTRACTOR MUST COORDINATE ALL WORK WITH THE PUBLIC UTILITY COMPANIES.
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1. FIRE PROTECTION CONTRACTOR SHALL ENSURE PROPOSED FIRE PROTECTION FIRE PROTECTION CONTRACTOR SHALL ENSURE PROPOSED FIRE PROTECTION SYSTEM DESIGN MEETS REQUIREMENTS OF NFPA 13 AND LOCAL AUTHORITY HAVING JURISDICTION REQUIREMENTS. 2. SPRINKLER SYSTEM SHALL BE HYDRAULICALLY DESIGNED TO PROVIDE MINIMUM SPRINKLER SYSTEM SHALL BE HYDRAULICALLY DESIGNED TO PROVIDE MINIMUM FLOW RATES AT HYDRAULICALLY MOST REMOTE AREA AS REQUIRED. HYDRAULIC DATA FOR CALCULATION SHALL BE LESS THAN 6 MONTHS OLD, UNLESS APPROVED BY THE NAVFAC FPE. 3. FIRE SPRINKLER CRITERIA: FIRE SPRINKLER CRITERIA: NFPA-13- 2016 NFPA-101 LIFE SAFETY CODE 2015 INTERNATIONAL BUILDING CODE 2015 FM DATA SHEET 8-34 4. TAMPER SWITCHES ON SHUT-OFF VALVES SHALL REPORT "SUPERVISORY" TAMPER SWITCHES ON SHUT-OFF VALVES SHALL REPORT "SUPERVISORY" SIGNAL TO FIRE ALARM PANEL. 5. ALL SPRINKLER PIPE SHALL BE PAINTED RED. ALL SPRINKLER PIPE SHALL BE PAINTED RED. 6. REMOTE INSPECTION/TEST DRAIN ASSEMBLES SHALL BE PIPED TO EXTERIOR. REMOTE INSPECTION/TEST DRAIN ASSEMBLES SHALL BE PIPED TO EXTERIOR. COORDINATE LOCATIONS WITH CONTRACTING OFFICER'S REPRESENTATIVE. DRAIN PIPING LOCATED OUTSIDE OF THE BUILDING SHALL BE GALVANIZED STEEL. 7. PIPE PENETRATIONS THRU FIRE RATED FLOOR/CEILING ASSEMBLIES SHALL BE PIPE PENETRATIONS THRU FIRE RATED FLOOR/CEILING ASSEMBLIES SHALL BE FIREPROOFED BY THE SPRINKLER CONTRACTOR OR FIRESTOPPING CONTRACTOR AS REQUIRED TO MEET RATING. 8. INSTALL EQUIPMENT IN ACCORDANCE WITH THE MANUFACTURER'S INSTALL EQUIPMENT IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. INSTALLATION SHALL INCLUDE PROVISIONS FOR ACCESS TO NORMAL MAINTENANCE ITEMS SUCH AS BELTS, BEARINGS, FILTERS AND MOTORS. PROVIDE ADEQUATE STRUCTURAL SUPPORTS AND SECURE MOUNTING METHODS WITH PROVISIONS FOR VIBRATION ISOLATION AND EXPANSION WHERE REQUIRED. 9. INSTALLATION SHALL PERMIT ACCESSIBILITY FOR SERVICE AND/OR INSTALLATION SHALL PERMIT ACCESSIBILITY FOR SERVICE AND/OR REPLACEMENT OF EQUIPMENT PROVIDED. PROVIDE ACCESS PANELS TO GAIN ACCESS TO SPRINKLER SYSTEMS COMPONENTS THAT REQUIRE MAINTENANCE ACCORDING TO MANUFACTURERS LITERATURE. 10. PROVIDE CLAMPS, OFFSETS, EXPANSION JOINTS, ANCHORS & GUIDES AS PROVIDE CLAMPS, OFFSETS, EXPANSION JOINTS, ANCHORS & GUIDES AS NECESSARY TO PREVENT UNDUE STRAIN ON PIPING. 11. SPRINKLER CONTRACTOR TO COORDINATE WORK WITH OTHER BUILDING TRADES. SPRINKLER CONTRACTOR TO COORDINATE WORK WITH OTHER BUILDING TRADES. CONTRACTOR SHALL PREPARE AND SUBMIT (PRIOR TO INSTALLATION) A COORDINATION DRAWING WITH PIPING ELEVATIONS SHOWN TO PREVENT CONSTRUCTION AND OPERATING INTERFERENCE. ABOVE CEILING SPACE IS CONSTRICTED AND CONGESTED, ESPECIALLY IN CORRIDORS. 12. TIE-IN POINT LOCATIONS ARE APPROXIMATE. CONTRACTOR SHALL DETERMINE TIE-IN POINT LOCATIONS ARE APPROXIMATE. CONTRACTOR SHALL DETERMINE EXACT LOCATIONS IN THE FIELD BASED ON EXISTING CONDITIONS.
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DRAWFORM REVISION: DECEMBER 2018
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20. PER THE DESIGN OF THE DOR AND CORDINATED WITH EXISTING CONDITIONS, PER THE DESIGN OF THE DOR AND CORDINATED WITH EXISTING CONDITIONS, REMOVE EXISTING COMPONENTS AS REQUIRED TO ACCOMMODATE THE NEW WORK. REMOVALS SHALL INCLUDE ALL ASSOCIATED OFF-SITE DISPOSAL COSTS. 21. AT THE END OF EACH WORKING DAY, THE CONSTRUCTION SITE SHALL BE LEFT AT THE END OF EACH WORKING DAY, THE CONSTRUCTION SITE SHALL BE LEFT IN A CLEAN AND NEAT CONDITION. 22. FIELD VERIFY EXISTING EQUIPMENT AND PIPING PRIOR TO REMOVAL. CONFIRM FIELD VERIFY EXISTING EQUIPMENT AND PIPING PRIOR TO REMOVAL. CONFIRM WITH CONTRACTING OFFICER THAT EQUIPMENT AND PIPING DESIGNATED TO BE REMOVED IS NO LONGER IN SERVICE PRIOR TO ITS REMOVAL. 23. PREVENT ANY DISTURBANCE OR DAMAGE TO ADJACENT PROPERTIES. PREVENT ANY DISTURBANCE OR DAMAGE TO ADJACENT PROPERTIES. 24. YELLOW PLASTIC: YELLOW PLASTIC: DO NOT USE YELLOW OR ORANGE-YELLOW COLORED MATERIALS FOR THE FOLLOWING PURPOSES: PROTECTIVE CLOTHING, HOODS, SHEETING, TARPS, POLYETHYLENE BOTTLES OR OTHER CONTAINERS, TAPES, BAGS, BANDING, IDENTIFICATION MARKS ON TOOLS, BOUNDARY MARKERS, RIBBONS, VENT DUCTS, ETC. CONTRACTOR GENERATED YELLOW COLORED WASTE MUST BE DISPOSED OF BY THE CONTRACTOR OFF-YARD. SHIPYARD REFUSE CONTAINERS MUST NOT BE USED FOR THE DISPOSAL OF YELLOW COLORED WASTE MATERIALS. YELLOW COLORED ITEMS SUCH AS DESCRIBED ABOVE ARE OF SPECIAL SIGNIFICANCE WITHIN THE SHIPYARD AND ARE SUBJECT TO STRICT CONTROLS. YELLOW COLORED CONTRACT GENERATED DEBRIS MUST BE BAGGED IN NON-TRANSLUCENT CONTAINERS, AND PROMPTLY REMOVED FROM PORTSMOUTH NAVAL SHIPYARD. 25. REPORT ALL SPILLS AND LEAKS OF OIL OR OTHER HAZARDOUS SUBSTANCES. REPORT ALL SPILLS AND LEAKS OF OIL OR OTHER HAZARDOUS SUBSTANCES. (IE OIL, ANTIFREEZE, CHEMICALS, ETC.) OCCURRING DURING THE PERFORMANCE OF THIS CONTRACT IMMEDIATELY UPON DISCOVERY, REGARDLESS OF THE QUANTITY. CALL THE FIRE DEPARTMENT AND CONTRACTING OFFICER TO REPORT THE SPILL. THE GOVERNMENT RESERVES THE RIGHT TO CLEAN UP, PACKAGE AND DISPOSE OF CONTRACTOR SPILLS OCCURRING ON THE SHIPYARD, AND BILL SUCH COSTS TO THE CONTRACTOR. 26. UNFORESEEN HAZARDOUS MATERIAL UNFORESEEN HAZARDOUS MATERIAL THE DESIGN HAS IDENTIFIED MATERIALS SUCH AS PCB, LEAD PAINT, AND FRIABLE AND NON-FRIABLE ASBESTOS. IF ADDITIONAL MATERIAL, NOT INDICATED, THAT MAY BE HAZARDOUS TO HUMAN HEALTH UPON DISTURBANCE DURING CONSTRUCTION OPERATIONS IS ENCOUNTERED, STOP THAT PORTION OF WORK AND NOTIFY THE CONTRACTING OFFICER IMMEDIATELY. 27. BUILDING 178 IS LOCATED INSIDE THE CONTROLLED INDUSTRIAL AREA (CIA)BUILDING 178 IS LOCATED INSIDE THE CONTROLLED INDUSTRIAL AREA (CIA)
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1. AVAILABLE STORAGE AND LAYDOWN AREAS ARE EXPLICITLY SHOWN ON THE AVAILABLE STORAGE AND LAYDOWN AREAS ARE EXPLICITLY SHOWN ON THE DRAWINGS. NO OTHER SPACE IS AVAILABLE. COORDINATE FINAL DETAILS WITH THE CONTRACTING OFFICER. 2. ALL CONSTRUCTION MATERIALS MUST BE TRANSPORTED TO AND FROM THE ALL CONSTRUCTION MATERIALS MUST BE TRANSPORTED TO AND FROM THE SITE IN COVERED VEHICLES. 3. COORDINATE WITH PORTSMOUTH SHIPYARD OPERATIONS DURING THE PROCESS COORDINATE WITH PORTSMOUTH SHIPYARD OPERATIONS DURING THE PROCESS OF THE WORK. 4. SUBMIT A DETAILED CONSTRUCTION SEQUENCING PLAN FOR REVIEW AND SUBMIT A DETAILED CONSTRUCTION SEQUENCING PLAN FOR REVIEW AND APPROVAL PRIOR TO CONSTRUCTION. 5. MAINTAIN SECURITY AT ALL TIMES DURING CONSTRUCTION. MAINTAIN SECURITY AT ALL TIMES DURING CONSTRUCTION. 6. COMPLY WITH ALL APPLICABLE O.S.H.A. REGULATIONS AND SAFETY COMPLY WITH ALL APPLICABLE O.S.H.A. REGULATIONS AND SAFETY REQUIREMENTS. 7. ALL CONSTRUCTION SIGNS MUST BE DESIGNED TO WITHSTAND 50MPH WINDS ALL CONSTRUCTION SIGNS MUST BE DESIGNED TO WITHSTAND 50MPH WINDS VELOCITY WINDS AND BE PREPARED BY A PROFESSIONAL SIGN COMPANY WITH A MINIMUM OF THREE (3) YEARS EXPERIENCE. 8. WHERE CONTRACTOR REMOVES EXISTING SITE FEATURES THAT ARE TO REMAIN WHERE CONTRACTOR REMOVES EXISTING SITE FEATURES THAT ARE TO REMAIN TO FACILITATE INSTALLATION OF NEW WORK FOR THIS PROJECT, REPLACE THE EXISTING SITE FEATURES AT CONTRACTORS EXPENSE. 9. THE CONSTRUCTION LIMIT LINE SHOWN ON DRAWING IS AN APPROXIMATION OF THE CONSTRUCTION LIMIT LINE SHOWN ON DRAWING IS AN APPROXIMATION OF THE CONSTRUCTION LIMITS. THE CONTRACTOR IN COORDINATION WITH THE CONTRACTING OFFICER MAY MODIFY THIS LINE TO ACCOMMODATE THE EFFICIENCY OF CONSTRUCTION PROJECT.
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1. THE EXISTING FIRE ALARM SYSTEM SHALL REMAIN FULLY FUNCTIONAL DURING THE EXISTING FIRE ALARM SYSTEM SHALL REMAIN FULLY FUNCTIONAL DURING CONSTRUCTION. IF INTERRUPTION OF SERVICE IS REQUIRED THE CONTRACTOR SHALL COORDINATE SHUTDOWN WITH OWNER AND PROVIDE PLAN TO MITIGATE THE IMPAIRMENT. NOTIFY THE OWNER A MINIMUM OF 96 HOURS PRIOR TO SHUT-DOWN. 2. THE FIRE ALARM / MASS NOTIFICATION SYSTEM SHALL BE IN ACCORDANCE THE FIRE ALARM / MASS NOTIFICATION SYSTEM SHALL BE IN ACCORDANCE WITH UFC REQUIREMENTS, NFPA 72 AND SPECIFICATION 28 31 76. ANY CHANGES TO THE SYSTEM DESIGN SHALL BE PRE-APPROVED BY THE AUTHORITY HAVING JURISDICTION AND CONTRACTING OFFICER. 3. WIRING SHALL BE INSTALLED IN ELECTRICAL METALLIC TUBING (EMT) WITH WIRING SHALL BE INSTALLED IN ELECTRICAL METALLIC TUBING (EMT) WITH SCREW TYPE FITTING, UNLESS ENVIRONMENTAL CONDITIONS REQUIRE RIGID CONDUIT OR WATERTIGHT (COMPRESSION FITTINGS). CONDUIT SHALL RUN PERPENDICULAR AND / OR PARALLEL WITH THE RESPECTIVE BUILDING LINES. 4. THE CONTRACTOR, BEFORE INSTALLATION OR PROCUREMENT OF EQUIPMENT THE CONTRACTOR, BEFORE INSTALLATION OR PROCUREMENT OF EQUIPMENT COMMENCES SHALL SUBMIT A COMPLETE SET OF SHOP DRAWINGS THAT DELINEATE THE DEVICES BEING SUPPLIED FOR THIS PROJECT TO THE AUTHORITY HAVING JURISDICTION AND TO THE ENGINEER OF RECORD. THE SHOP DRAWING SHALL INDICATE MANUFACTURER'S NAMES AND CATALOG NUMBERS. 5. FIRE ALARM CONTRACTOR SHALL COORDINATE WITH FIRE SPRINKLER FIRE ALARM CONTRACTOR SHALL COORDINATE WITH FIRE SPRINKLER CONTRACTOR FOR NUMBER AND LOCATIONS OF FLOW AND TAMPER SWITCHES. 6. JUNCTION BOXES, CONDUIT, CONNECTORS/FITTINGS, AND PULL BOXES SHALL JUNCTION BOXES, CONDUIT, CONNECTORS/FITTINGS, AND PULL BOXES SHALL BE PAINTED RED. 7. VISUAL DEVICES SHALL BE SYNCHRONIZED. AUDIO DEVICES SHALL BE VOICE VISUAL DEVICES SHALL BE SYNCHRONIZED. AUDIO DEVICES SHALL BE VOICE EVACUATION WITH CODE 3, TEMPORAL PATTERN TONE. 8. BATTERIES SHALL BE SIZED PER THE SPECIFICATION TO PROVIDE POWER BATTERIES SHALL BE SIZED PER THE SPECIFICATION TO PROVIDE POWER DURING LOSS OF NORMAL POWER. 9. SPEAKER/STROBES SHALL HAVE A CLEAR STROBE LENS. SPEAKER/STROBE SPEAKER/STROBES SHALL HAVE A CLEAR STROBE LENS. SPEAKER/STROBE HOUSING SHALL BE WHITE AND MARKED WITH THE WORD "ALERT" (NOT WITH "FIRE") IN RED.
1. THE STRUCTURAL DESIGN OF THE STACKING STORAGE SYSTEM INCLUDING THE THE STRUCTURAL DESIGN OF THE STACKING STORAGE SYSTEM INCLUDING THE SYSTEM ITSELF AND ITS CONNECTION TO THE BUILDING MUST MEET THE PROVISIONS OF IBC 2018, ASCE 7-16 AS MODIFIED BY THE DOD BUILDING CODE, UFC 1-200-01. IN ADDITION, THE STACKING STORAGE SYSTEM MUST MEET THE DESIGN REQUIREMENTS OF ANSI/RMI MH16.1. WHERE CONFLICTS OCCUR BETWEEN THESE DOCUMENTS, THE ORDER OF PRECEDENCE BETWEEN THESE DOCUMENTS IS AS FOLLOWS: UFC 1-200-01 WILL GOVERN, FOLLOWED BY IBC 2018, FOLLOWED BY ASCE 7-16, FOLLOWED BY ANSI/RMI MH16.1. 2. THE STACKING STORAGE SYSTEM MAY CONNECTED INTO THE EXISTING BUILDING THE STACKING STORAGE SYSTEM MAY CONNECTED INTO THE EXISTING BUILDING COLUMNS AND/OR THE EXISTING FLOOR AS NEEDED TO PRODUCE A STABLE STRUCTURE THAT'S CAPABLE OF WITHSTANDING THE CODE PRESCRIBED LOADS PROVIDED THAT THE DESIGNER OF RECORD CAN SHOW THAT SUCH A CONNECTION WILL NOT CAUSE THE BUILDING OR STACKING STORAGE SYSTEM TO PERFORM UNSATISFACTORILY DURING WIND, SEISMIC OR OTHER CODE PRESCRIBED LOADS. 3. THIS STRUCTURE IS A RISK CATEGORY II STRUCTURE.THIS STRUCTURE IS A RISK CATEGORY II STRUCTURE.
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1. IF PROPOSED HDS FIRE SUPRESSION SYSTEM DOES NOT REQUIRE A IF PROPOSED HDS FIRE SUPRESSION SYSTEM DOES NOT REQUIRE A UTILITY FEED FROM THE EXISTING STACKER FIRE SUPRESSION SYSTEM, REMOVE EXISING PIPING IDENTIFIED AS EXISTING KEY NOTES 5 AND 6 TO THE SERVICE ENTRY INDETIFIED AS EXISTING KEY NOTE 4.
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1. REMOVE FIRE SUPPRESSION PIPING FROM EXISTING FLOOR TRENCHES. REMOVE FIRE SUPPRESSION PIPING FROM EXISTING FLOOR TRENCHES. 2. REMOVE EXISTING STACKER: RAPIDSTAK -TWO (2) RETRIEVAL UNITS - REMOVE EXISTING STACKER: RAPIDSTAK -TWO (2) RETRIEVAL UNITS - SC 2C-333-4242-11-468-12-12214-A. RACK SYSTEM HAS 28 BAYS ON EACH LEVEL, EIGHT (8) LEVELS TOTAL WITH A STORAGE CAPACITY OF 768 PALLETS @ 2000#'S MAX PER PALLET. REMOVE POWER, FIRE SUPPRESSION SYSTEM, AND FIRE ALARM SYSTEM TO A LOCATION WHERE THESE UTILITIES CAN BE CAPPED AND/OR TERMINATE IN PREPARATION FOR THE INSTALLATION OF THE PROPOSED FUTURE EQUIPMENT AND REQUIRED UTILITIES IN THE BASE BID. REMOVE ABANDONED PIPE, CONDUIT, AND/OR WIRING.
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1. EXISTING ELECTRICAL ROOM. EXISTING ELECTRICAL ROOM. 2. EXISTING FIRE PUMP LOCATION. EXISTING FIRE PUMP LOCATION. 3. EXISTING PHONE/DATA ROOM. EXISTING PHONE/DATA ROOM. 4. EXISTING SPRINKLER MAIN ENTRANCE FOR THE EXISTING STACKER. EXISTING SPRINKLER MAIN ENTRANCE FOR THE EXISTING STACKER. 5. EXISTING LOCATION OF FIRE SUPPRESSION RISERS FOR THE EXISTING EXISTING LOCATION OF FIRE SUPPRESSION RISERS FOR THE EXISTING STACKER FIRE SUPPRESSION SYSTEM. 6. EXISTING FIRE SUPPRESSION PIPING PATH FOR THE EXISTING STACKER EXISTING FIRE SUPPRESSION PIPING PATH FOR THE EXISTING STACKER FIRE SUPPRESSION SYSTEM. 7. EXISTING FIRE SUPPRESSION AT CEILING HT (85' TO 92' ABOVE THE EXISTING FIRE SUPPRESSION AT CEILING HT (85' TO 92' ABOVE THE FINISHED FLOOR IN BAY 2.) SYSTEM IS FED BY THE EXISTING BUILDING FIRE PUMP. 8. EXISTING LOCATION OF THE FIRE ALARM/MASS NOTIFICATION PANELS.EXISTING LOCATION OF THE FIRE ALARM/MASS NOTIFICATION PANELS.
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1. REMOVE FIRE SUPPRESSION PIPING FROM EXISTING FLOOR TRENCHES. REMOVE FIRE SUPPRESSION PIPING FROM EXISTING FLOOR TRENCHES. 2. REMOVE EXISTING STACKER: RAPIDSTAK -TWO (2) RETRIEVAL UNITS - REMOVE EXISTING STACKER: RAPIDSTAK -TWO (2) RETRIEVAL UNITS - SC 2C-333-4242-11-468-12-12214-A. RACK SYSTEM HAS 28 BAYS ON EACH LEVEL, EIGHT (8) LEVELS TOTAL WITH A STORAGE CAPACITY OF 768 PALLETS @ 2000#'S MAX PER PALLET. REMOVE POWER, FIRE SUPPRESSION SYSTEM, AND FIRE ALARM SYSTEM TO A LOCATION WHERE THESE UTILITIES CAN BE CAPPED AND/OR TERMINATE IN PREPARATION FOR THE INSTALLATION OF THE PROPOSED FUTURE EQUIPMENT AND REQUIRED UTILITIES IN THE PROPOSED SOW. REMOVE ABANDONED PIPE, CONDUIT, AND/OR WIRING.
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1. EXISTING SPRINKLER MAIN ENTRANCE FOR THE EXISTING STACKER. EXISTING SPRINKLER MAIN ENTRANCE FOR THE EXISTING STACKER. 2. EXISTING LOCATION OF FIRE SUPPRESSION RISERS FOR THE EXISTING EXISTING LOCATION OF FIRE SUPPRESSION RISERS FOR THE EXISTING STACKER FIRE SUPPRESSION SYSTEM. 3. EXISTING FIRE SUPPRESSION PIPING PATH FOR THE EXISTING STACKER EXISTING FIRE SUPPRESSION PIPING PATH FOR THE EXISTING STACKER FIRE SUPPRESSION SYSTEM. 4. EXISTING FIRE SUPPRESSION AT CEILING HT (85' TO 92' ABOVE THE EXISTING FIRE SUPPRESSION AT CEILING HT (85' TO 92' ABOVE THE FINISHED FLOOR IN BAY 2.) SYSTEM IS FED BY THE EXISTING BUILDING FIRE PUMP.
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1. HDS SYSTEM LOCATION ORIENTATION IS SHOWN FOR REFERENCE ONLY, HDS SYSTEM LOCATION ORIENTATION IS SHOWN FOR REFERENCE ONLY, FINAL LOCATION, ORIENTATION, AND UTILITY CONNECT LOCATIONS PER THE END USER AND MANUFACTURES REQUIREMENTS - NORTH END OF BAY 2 - WILL BE PROPOSED, VERIFIED, AND CONFIRMED DURING THE DESIGN OF THE PROJECT BY THE DOR, CONTRACTOR, MANUFACTURE, AND THE GOVERNMENT. 2. IF PROPOSED HDS FIRE SUPPRESSION SYSTEM DOES NOT REQUIRE A IF PROPOSED HDS FIRE SUPPRESSION SYSTEM DOES NOT REQUIRE A UTILITY FEED FROM THE EXISTING STACKER FIRE SUPPRESSION SYSTEM, REMOVE EXISTING PIPING IDENTIFIED AS EXISTING KEY NOTES 5 & 6 TO THE SERVICE ENTRY IDENTIFIED AS EXISTING KEY NOTE 4.
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1. INFILL TRENCHES AS REQUIRED FOR THE OPERATION OF THE LIFT INFILL TRENCHES AS REQUIRED FOR THE OPERATION OF THE LIFT TRUCK. 2. PROPOSED CONTRACTORS PROJECT AND LAY DOWN AREA. PROPOSED CONTRACTORS PROJECT AND LAY DOWN AREA. 3. EXISTING CONCRETE FLOOR IN IN THE AISLES TO BE GROUND TO EXISTING CONCRETE FLOOR IN IN THE AISLES TO BE GROUND TO THE FLATNESS RATING IN AND AROUND THE AISLES OF THE STACKS TO MEET THE REQUIREMENTS FOR OPERATION FROM THE LIFT TRUCK MANUFACTURER 4. PROPOSED FIRE SUPPRESSION SYSTEM CONNECTION LOCATION (TBD). PROPOSED FIRE SUPPRESSION SYSTEM CONNECTION LOCATION (TBD). 5. PROVIDE FIRE ALARM AUDIO/VISUAL DEVICE ABOVE EXISTING PROVIDE FIRE ALARM AUDIO/VISUAL DEVICE ABOVE EXISTING LOCATION 30'-0” AFF. AFF. 6. PROVIDE FIRE ALARM AUDIO/VISUAL DEVICES (STANDARD MOUNTING PROVIDE FIRE ALARM AUDIO/VISUAL DEVICES (STANDARD MOUNTING HEIGHT AND 30'-0” AFF) AT REQUIRED LOCATIONS ALONG THE EAST AFF) AT REQUIRED LOCATIONS ALONG THE EAST ELEVATION OF THE HDS SYSTEM. 7. MAINTAIN CLEARANCE FOR EXISTING BRIDGE CRANE. MAINTAIN CLEARANCE FOR EXISTING BRIDGE CRANE. 8. MAINTAIN CLEARANCE FOR EXISTING MECHANICAL MAINTAIN CLEARANCE FOR EXISTING MECHANICAL HEATING/DESTRATIFICATION UNIT. 9. LARGE ITEM STORAGE RACKS: 60”X112”, 4 LEVELS - 6,000# MAX PER LARGE ITEM STORAGE RACKS: 60”X112”, 4 LEVELS - 6,000# MAX PER X112”, 4 LEVELS - 6,000# MAX PER , 4 LEVELS - 6,000# MAX PER SHELF - PROVIDE FIRE SUPPRESSION AS REQUIRED 10. LARGE ITEM STORAGE END CAP RACKS: 60”X(WIDTH OF RACK LARGE ITEM STORAGE END CAP RACKS: 60”X(WIDTH OF RACK X(WIDTH OF RACK SYSTEM)”, 4 LEVELS - 6,000# MAX PER SHELF - PROVIDE FIRE , 4 LEVELS - 6,000# MAX PER SHELF - PROVIDE FIRE SUPPRESSION AS REQUIRED, 12'-4" ± CLR AFF. ± CLR AFF. CLR AFF. 11. NARROW AISLE STORAGE RACK NARROW AISLE STORAGE RACK SYSTEM: 48”X112”, 9 LEVELS - 6,000# MAX PER SHELF - PROVIDE X112”, 9 LEVELS - 6,000# MAX PER SHELF - PROVIDE , 9 LEVELS - 6,000# MAX PER SHELF - PROVIDE FIRE SUPPRESSION AS REQUIRED 12. NARROW AISLE STORAGE RACK SYSTEM: 48”X112”, 4 LEVELS - PROVIDE NARROW AISLE STORAGE RACK SYSTEM: 48”X112”, 4 LEVELS - PROVIDE X112”, 4 LEVELS - PROVIDE , 4 LEVELS - PROVIDE FIRE SUPPRESSION AS REQUIRED 13. NARROW AISLE STORAGE SYSTEM GUIDE WIRE. PROVIDE POWER, RECESS NARROW AISLE STORAGE SYSTEM GUIDE WIRE. PROVIDE POWER, RECESS IN CONCRETE AND SEAL PER SYSTEM MANUFACTURES REQUIREMENTS. 14. FORK TRUCK CHARGER LOCATIONFORK TRUCK CHARGER LOCATION
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RW
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PORTSMOUTH NAVAL SHIPYARD
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KITTERY, MAINE
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BUILDING 178 HIGH DENSITY STORAGE SYSTEM
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LOUIS DITOMASSO
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DRAWN BY
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DESIGNER
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CHECKED BY
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XXX
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AMIN BAHROUR
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DAVID HOPPER
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ROBERT WESTHELLE
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DAVID HOPPER
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ROBERT WESTHELLE
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UNCLASSIFIED
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UNCLASSIFIED
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UNCLASSIFIED
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DRAWFORM REVISION: DECEMBER 2018
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PLAN
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NORTH
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SCALE: 3/32"=1'-0"
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BAY 2
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1. EXISTING ELECTRICAL ROOM. EXISTING ELECTRICAL ROOM. 2. EXISTING FIRE PUMP LOCATION. EXISTING FIRE PUMP LOCATION. 3. EXISTING PHONE/DATA ROOM. EXISTING PHONE/DATA ROOM. 4. EXISTING SPRINKLER MAIN ENTRANCE FOR THE STACKER. EXISTING SPRINKLER MAIN ENTRANCE FOR THE STACKER. 5. EXISTING LOCATION OF FIRE SUPPRESSION RISERS FOR THE EXISTING EXISTING LOCATION OF FIRE SUPPRESSION RISERS FOR THE EXISTING STACKER FIRE SUPPRESSION SYSTEM. 6. EXISTING FIRE SUPPRESSION PIPING PATH FOR THE EXISTING STACKER EXISTING FIRE SUPPRESSION PIPING PATH FOR THE EXISTING STACKER FIRE SUPPRESSION SYSTEM. 7. EXISTING LOCATION OF THE FIRE ALARM/MASS NOTIFICATION PANELS.EXISTING LOCATION OF THE FIRE ALARM/MASS NOTIFICATION PANELS.
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TELCOM ROOM
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EXISTING FIRE PUMP ROOM
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KEYNOTES
N A
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PWD-MAINE
IN HOUSE DESIGN
PARTIAL FIRST FLOOR PLAN - SOUTH
BUILDING 178 KEY PLAN
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UP
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CORR CAB
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FLAM CAB
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SLOPED
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SEAWALL 104.36
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STORAGE STACKER CRANE
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MYT
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1. HDS SYSTEM LOCATION ORIENTATION IS SHOWN FOR REFERENCE ONLY, HDS SYSTEM LOCATION ORIENTATION IS SHOWN FOR REFERENCE ONLY, FINAL LOCATION, ORIENTATION, AND UTILITY CONNECT LOCATIONS PER THE END USER AND MANUFACTURES REQUIREMENTS - NORTH END OF BAY 2 - WILL BE PROPOSED, VERIFIED, AND CONFIRMED DURING THE DESIGN OF THE PROJECT BY THE DOR, CONTRACTOR, MANUFACTURE, AND THE GOVERNMENT. 2. IF PROPOSED HDS FIRE SUPPRESSION SYSTEM DOES NOT REQUIRE A IF PROPOSED HDS FIRE SUPPRESSION SYSTEM DOES NOT REQUIRE A UTILITY FEED FROM THE EXISTING STACKER FIRE SUPPRESSION SYSTEM, REMOVE EXISTING PIPING IDENTIFIED AS EXISTING KEY NOTES 5 & 6 TO THE SERVICE ENTRY IDENTIFIED AS EXISTING KEY NOTE 4. 3. WORK IN THIS AREA REQUIRES ESCORTS.WORK IN THIS AREA REQUIRES ESCORTS.
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1. EXISTING CONCRETE FLOOR IN IN THE AISLES TO BE GROUND TO EXISTING CONCRETE FLOOR IN IN THE AISLES TO BE GROUND TO THE FLATNESS RATING IN AND AROUND THE AISLES OF THE STACKS TO MEET THE REQUIREMENTS FOR OPERATION FROM THE LIFT TRUCK MANUFACTURER. 2. CAP UTILITY TRENCH AS REQUIRED FOR FORK TRUCK CAP UTILITY TRENCH AS REQUIRED FOR FORK TRUCK REQUIREMENTS WHILE MAINTAINING PASSAGE FOR UTILITIES IN THE TRENCH. 3. NARROW AISLE STORAGE RACK SYSTEM: 48"X112", 9 LEVELS 0 NARROW AISLE STORAGE RACK SYSTEM: 48"X112", 9 LEVELS 0 6,000# MAX PER SHELF - PROVIDE FIRE SUPPRESSION AS REQUIRED. 4. NARROW AISLE STORAGE SYSTEM GUIDE WIRE. PROVIDE POWER, NARROW AISLE STORAGE SYSTEM GUIDE WIRE. PROVIDE POWER, RECESS IN CONCRETE AND SEAL PER SYSTEM MANUFACTURERS REQUIREMENTS. 5. FORK TRUCK CHARGER LOCATION. FORK TRUCK CHARGER LOCATION. 6. RELOCATE DOOR, DOOR FRAME, BADGE READER AND EGRESS SIGNAGE RELOCATE DOOR, DOOR FRAME, BADGE READER AND EGRESS SIGNAGE TO THE SOUTH OF EXISTING 12'-0” GATE. INFILL OPENING TO MATCH GATE. INFILL OPENING TO MATCH EXISTING FENCE MATERIALS (13 GA WIRE FABRIC & SCRIM FABRIC) ALL FASTENERS TO BE TACK WELDED TO MEET THE SECURITY REQUIREMENTS.
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