DLA_WH4_REV100_dwg__08-21-18.pdf
PDF 29 MB Posted
- Attached to
- DLA Warehouse 4 Docks and Slab Renovation Federal contract opportunity
- Solicitation number
- W91236-19-B-0012
About this file
DRAWINGS
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| Abstract_of_Bid_Submissions_-_DLA_WH4_Dock_and_Slabs_Restoration.pdf | ||
| WH-4_Exterior_Door_Image.jpg | JPG image | |
| Tab_B_-_Hazardous_Materials_Report.pdf | ||
| W91236-19-B-0012_0007_-_Amendment_3.pdf | ||
| DLA_WH4_REV100_Specs.pdf | ||
| 19-B-0012_Amendment_2.pdf | ||
| 19-B-0012_Amendment_1.pdf | ||
| W91236-19-B-0012.pdf | ||
| Warehouse__4_Specifications.pdf |
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UPDATED AUGUST 2018
FOR FINAL REVIEW
LEGEND & ABBREVIATIONSGENERAL NOTES
Hampton, Virginia 23669-3503 29 N. Kings Way
Phone: (757) 722-7074 Fax: (757) 722-9092
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PIPING TO BE DEMOLISHED
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DIRECTION OF FLOW
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PIPE CONTINUATION
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PIPE TURNING DOWN
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POINT OF CONNECTION TO EXISTING
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ROOF DRAIN DESIGNATION
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WALL CLEAN OUT
AutoCAD SHX Text CONTRACTOR SHALL COORDINATE LOCATION OF ALL PLUMBING PIPING WITH OTHER TRADES, INCLUDING BUT NOT LIMITED TO, ARCHITECTURAL, STRUCTURAL, FIRE PROTECTION, COMMUNICATIONS, MECHANICAL AND ELECTRICAL. CONTRACTOR SHALL PROVIDE A SURVEY OF THE EXISTING PLUMBING SYSTEM COMPONENTS THAT ARE INTENDED TO BE RE-USED. THE SURVEY SHALL INCLUDE A REPORT THAT SPECIFIES ALL DAMAGED/NON-OPERATIONAL ITEMS THAT SHOULD BE ADDRESSED FOR A FUNCTIONAL SYSTEM. CONTRACTOR SHALL ATTEND A PRE-CONSTRUCTION MEETING WITH GENERAL CONTRACTOR AND OTHER SUB-CONTRACTORS TO FULLY COORDINATE ALL CONSTRUCTION ITEMS, ETC. PIPE ROUTING SHOWN IS SCHEMATIC AND IS INTENDED TO INDICATE GENERAL ROUTING. PLUMBING CONTRACTOR SHALL PROVIDE ANY ADDITIONAL OFFSETS AND FITTINGS REQUIRED FOR PROPER INSTALLATION IN ORDER TO MAINTAIN CLEARANCES AS ENCOUNTERED IN THE FIELD. BEFORE INSTALLATION AND ERECTION OF PIPING, ALL DIMENSIONS AND ROUTING SHALL BE VERIFIED IN FIELD. KEEP ALL UNDERGROUND PIPING CLEAR OF FOOTINGS AND FOUNDATION. PROVIDE PIPE SLEEVES LARGE ENOUGH TO ALLOW FOR REQUIRED LATERAL MOVEMENT OF PIPES PASSING THROUGH MASONRY OR CONCRETE WALLS. DOCK FOOTINGS SHALL NOT BE PENETRATED WITH PIPING. COORDINATE WITH THE GENERAL CONTRACTOR TO OFFSET PIPING AS NECESSARY TO CLEAR DOCK FOOTINGS. OFFSET PLUMBING PIPING AS NECESSARY TO CLEAR STRUCTURAL. ALL STORM PIPING SHOWN ON PLANS SHALL BE CONCEALED BELOW DOCK, UNLESS NOTED OTHERWISE. ALL DRAINS THAT REMOVE STORM WATER SHALL BE RECHECKED FOR LOCATION AND SLOPE BY THE PLUMBING CONTRACTOR BEFORE THE SURROUNDING SLAB IS POURED. FOR CONTINUATION OF PIPING BEYOND LIMITS OF DOCK, SEE SITE PLAN. PROVIDE PIPE HANGERS TO SUPPORT STORM PIPING AND THE CONTENTS OF THE STORM PIPING. HANGERS AND ANCHORS SHALL BE ATTACHED TO UNDERSIDE OF ROOF STRUCTURE OVER DOCK IN AN APPROVED MANNER.
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1. REMOVE CAST IRON BOOT AND ASSOCIATED 5" DIAMETER REMOVE CAST IRON BOOT AND ASSOCIATED 5" DIAMETER STORM PIPING BELOW DOCK BACK TO 5'-0" BEYOND DOCK LINE. TEMPORARILY CAP STORM PIPING BELOW GRADE. SEE CIVIL DRAWINGS FOR LOCATIONS. 2. REMOVE SECTION OF 5" STORM PIPING AFTER CAST IRON REMOVE SECTION OF 5" STORM PIPING AFTER CAST IRON BOOT WITH CLEANOUT TO A POINT 5'-0" BEYOND DOCK LINE. TEMPORARILY CAP STORM PIPING BELOW GRADE. SEE CIVIL DRAWING FOR LOCATION.
AutoCAD SHX Text A. PLANS ARE BASED ON NON-DESTRUCTIVE FIELD INVESTIGATION. PLANS ARE BASED ON NON-DESTRUCTIVE FIELD INVESTIGATION. CONTRACTOR SHALL FIELD VERIFY EXTENT OF DEMOLITION BASED ON EXISTING CONDITIONS AND NOTIFY THE CONTRACTING OFFICER OF ANY DISCREPANCIES PRIOR TO PROCEEDING. B. REUSE EXISTING STORM PIPING TO THE GREATEST EXTENT REUSE EXISTING STORM PIPING TO THE GREATEST EXTENT PRACTICAL. DEMOLISH STORM PIPING FROM POINT INDICATED TO 5'-0" BEYOND DOCK. C. FOR LIMITS OF DEMOLITION, SEE SHEET PD103 FOR EXISTING FOR LIMITS OF DEMOLITION, SEE SHEET PD103 FOR EXISTING CAST IRON BOOT DETAILS.
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E19A E20A E21A E22A E23A E24A E25A E26A E27A E28A E29A E30A E31A E32A E33A E34A E35A E36A
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1. REMOVE SECTION OF 5" DIAMETER STORM PIPING AFTER CAST REMOVE SECTION OF 5" DIAMETER STORM PIPING AFTER CAST IRON BOOT WITH CLEANOUT TO A POINT 5'-0" BEYOND DOCK LINE. TEMPORARILY CAP STORM PIPING BELOW GRADE. SEE CIVIL DRAWINGS FOR LOCATIONS.
AutoCAD SHX Text A. PLANS ARE BASED ON NON-DESTRUCTIVE FIELD INVESTIGATION. PLANS ARE BASED ON NON-DESTRUCTIVE FIELD INVESTIGATION. CONTRACTOR SHALL FIELD VERIFY EXTENT OF DEMOLITION BASED ON EXISTING CONDITIONS AND NOTIFY THE CONTRACTING OFFICER OF ANY DISCREPANCIES PRIOR TO PROCEEDING. B. REUSE EXISTING STORM PIPING TO THE GREATEST EXTENT REUSE EXISTING STORM PIPING TO THE GREATEST EXTENT PRACTICAL. DEMOLISH STORM PIPING FROM POINT INDICATED TO 5'-0" BEYOND DOCK. C. FOR LIMITS OF DEMOLITION, SEE SHEET PD103 FOR EXISTING FOR LIMITS OF DEMOLITION, SEE SHEET PD103 FOR EXISTING CAST IRON BOOT DETAILS.
E37A E38A E39A E40A E41A E42A E43A E44A E45A E46A E47A E48A E49A
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1. REMOVE CAST IRON BOOT AND ASSOCIATED 5" DIAMETER REMOVE CAST IRON BOOT AND ASSOCIATED 5" DIAMETER STORM PIPING BELOW DOCK BACK TO 5'-0" BEYOND DOCK LINE. TEMPORARILY CAP STORM PIPING BELOW GRADE. SEE CIVIL DRAWINGS FOR LOCATIONS. 2. REMOVE SECTION OF 5" STORM PIPING AFTER CAST IRON REMOVE SECTION OF 5" STORM PIPING AFTER CAST IRON BOOT WITH CLEANOUT TO A POINT 5'-0" BEYOND DOCK LINE. TEMPORARILY CAP STORM PIPING BELOW GRADE. SEE CIVIL DRAWING FOR LOCATION. 3. REMOVE SECTION OF 4" STORM PIPING FROM EXISTING 5" RD REMOVE SECTION OF 4" STORM PIPING FROM EXISTING 5" RD TO EXISTING CAST IRON BOOT. REMOVE CAST IRON BOOT WITH CLEANOUT AND SECTION OF 5" DIAMETER STORM PIPING BELOW DOCK BACK TO 5'-0" BEYOND DOCK LINE. TEMPORARILY CAP STORM PIPING BELOW GRADE. SEE CIVIL DRAWINGS FOR LOCATION.
AutoCAD SHX Text A. PLANS ARE BASED ON NON-DESTRUCTIVE FIELD INVESTIGATION. PLANS ARE BASED ON NON-DESTRUCTIVE FIELD INVESTIGATION. CONTRACTOR SHALL FIELD VERIFY EXTENT OF DEMOLITION BASED ON EXISTING CONDITIONS AND NOTIFY THE CONTRACTING OFFICER OF ANY DISCREPANCIES PRIOR TO PROCEEDING. B. REUSE EXISTING STORM PIPING TO THE GREATEST EXTENT REUSE EXISTING STORM PIPING TO THE GREATEST EXTENT PRACTICAL. DEMOLISH STORM PIPING FROM POINT INDICATED TO 5'-0" BEYOND DOCK. C. FOR LIMITS OF DEMOLITION, SEE THIS SHEET FOR EXISTING FOR LIMITS OF DEMOLITION, SEE THIS SHEET FOR EXISTING CAST IRON BOOT DETAILS.
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1. CONNECT 5" DIAMETER CAST IRON STORM PIPING TO EXISTING CONNECT 5" DIAMETER CAST IRON STORM PIPING TO EXISTING STORM PIPING ON SITE; 5'-0" BEYOND THE DOCK LINE. MATCH EXISTING INVERT AND MAKE FINAL CONNECTION TO EXISTING STORM BELOW GRADE WITH FLEXIBLE COUPLING. SEE CIVIL UTILITY PLAN FOR CONTINUATION. 2. PROVIDE A SECTION OF 5" DIAMETER CAST IRON STORM PIPING PROVIDE A SECTION OF 5" DIAMETER CAST IRON STORM PIPING AFTER EXISTING CAST IRON BOOT WITH CLEANOUT. ROUTE STORM PIPING BELOW DOCK TO POINT INDICATED. COORDINATE ROUTING WITH DOCK FOUNDATION. 3. PROVIDE 5" DIAMETER CAST IRON WITH CLEANOUT BOOT AND PROVIDE 5" DIAMETER CAST IRON WITH CLEANOUT BOOT AND ASSOCIATED 5" DIAMETER STORM PIPING BELOW DOCK TO POINT INDICATED. COORDINATE ROUTING WITH DOCK FOUNDATION.
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AutoCAD SHX Text A. PLANS ARE BASED ON NON-DESTRUCTIVE FIELD INVESTIGATION. PLANS ARE BASED ON NON-DESTRUCTIVE FIELD INVESTIGATION. CONTRACTOR SHALL FIELD VERIFY EXTENT OF STORM PIPING WORK BASED ON EXISTING CONDITIONS AND NOTIFY THE CONTRACTING OFFICER OF ANY DISCREPANCIES PRIOR TO PROCEEDING. B. PROVIDE STORM PIPING FROM POINT INDICATED TO 5'-0" PROVIDE STORM PIPING FROM POINT INDICATED TO 5'-0" BEYOND THE DOCK LINE. C. COORDINATE STORM PIPE ROUTING BELOW GRADE WITH COORDINATE STORM PIPE ROUTING BELOW GRADE WITH STRUCTURAL AND CIVIL DRAWINGS. D. CONTRACTOR SHALL VERIFY CONNECTION POINTS FOR STORM CONTRACTOR SHALL VERIFY CONNECTION POINTS FOR STORM PIPING AND VERIFY PIPE SLOPE WILL MEET EXISTING INVERTS. NOTIFY THE CONTRACTING OFFICER OF ANY DISCREPANCIES OR CONFLICTS. E. FOR LIMIT OF NEW WORK, SEE SHEET P-103 FOR CAST IRON FOR LIMIT OF NEW WORK, SEE SHEET P-103 FOR CAST IRON BOOT WITH CLEANOUT DETAIL.
PARTIAL FLOOR PLAN - DOCK AREA D, E, AND F - PLUMBING
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Hampton, Virginia 23669-3503 29 N. Kings Way
Phone: (757) 722-7074 Fax: (757) 722-9092
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1. CONNECT 5" DIAMETER CAST IRON STORM PIPING TO EXISTING CONNECT 5" DIAMETER CAST IRON STORM PIPING TO EXISTING STORM PIPING ON SITE; 5'-0" BEYOND THE DOCK LINE. MATCH EXISTING INVERT AND MAKE FINAL CONNECTION TO EXISTING STORM BELOW GRADE WITH FLEXIBLE COUPLING. SEE CIVIL UTILITY PLAN FOR CONTINUATION. 2. PROVIDE A SECTION OF 5" DIAMETER CAST IRON STORM PIPING PROVIDE A SECTION OF 5" DIAMETER CAST IRON STORM PIPING AFTER EXISTING CAST IRON BOOT WITH CLEANOUT. ROUTE STORM PIPING BELOW DOCK TO POINT INDICATED. COORDINATE ROUTING WITH DOCK FOUNDATION.
AutoCAD SHX Text A. PLANS ARE BASED ON NON-DESTRUCTIVE FIELD INVESTIGATION. PLANS ARE BASED ON NON-DESTRUCTIVE FIELD INVESTIGATION. CONTRACTOR SHALL FIELD VERIFY EXTENT OF STORM PIPING WORK BASED ON EXISTING CONDITIONS AND NOTIFY THE CONTRACTING OFFICER OF ANY DISCREPANCIES PRIOR TO PROCEEDING. B. PROVIDE STORM PIPING FROM POINT INDICATED TO 5'-0" PROVIDE STORM PIPING FROM POINT INDICATED TO 5'-0" BEYOND THE DOCK LINE. C. COORDINATE STORM PIPE ROUTING BELOW GRADE WITH COORDINATE STORM PIPE ROUTING BELOW GRADE WITH STRUCTURAL AND CIVIL DRAWINGS. D. CONTRACTOR SHALL VERIFY CONNECTION POINTS FOR STORM CONTRACTOR SHALL VERIFY CONNECTION POINTS FOR STORM PIPING AND VERIFY PIPE SLOPE WILL MEET EXISTING INVERTS. NOTIFY THE CONTRACTING OFFICER OF ANY DISCREPANCIES OR CONFLICTS. E. FOR LIMITS OF NEW WORK, SEE SHEET P-103 FOR CAST IRON FOR LIMITS OF NEW WORK, SEE SHEET P-103 FOR CAST IRON BOOT WITH CLEANOUT DETAIL.
E37A E38A E39A E40A E41A E42A E43A E44A E45A E46A E47A E48A E49A
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EXISTING CAST IRON BOOT WITH CLEANOUT DETAIL
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Hampton, Virginia 23669-3503 29 N. Kings Way
Phone: (757) 722-7074 Fax: (757) 722-9092
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1. CONNECT 5" DIAMETER CAST IRON STORM PIPING TO EXISTING CONNECT 5" DIAMETER CAST IRON STORM PIPING TO EXISTING STORM PIPING ON SITE; 5'-0" BEYOND THE DOCK LINE. MATCH EXISTING INVERT AND MAKE FINAL CONNECTION TO EXISTING STORM BELOW GRADE WITH FLEXIBLE COUPLING. SEE CIVIL UTILITY PLAN FOR CONTINUATION. 2. PROVIDE A SECTION OF 5" DIAMETER CAST IRON STORM PIPING PROVIDE A SECTION OF 5" DIAMETER CAST IRON STORM PIPING AFTER EXISTING CAST IRON BOOT WITH CLEANOUT. ROUTE STORM PIPING BELOW DOCK TO POINT INDICATED. COORDINATE ROUTING WITH DOCK FOUNDATION. 3. PROVIDE 5" DIAMETER CAST IRON STORM PIPING FROM EXISTING PROVIDE 5" DIAMETER CAST IRON STORM PIPING FROM EXISTING 5" DIAMETER ROOF DRAIN, INCLUDING CAST IRON BOOT WITH CLEANOUT. ROUTE BELOW DOCK TO POINT INDICATED. COORDINATE ROUTING WITH DOCK FOUNDATION. ROOF DRAIN BODY IS EXISTING TO REMAIN. 4. PROVIDE 5" DIAMETER CAST IRON BOOT WITH CLEANOUT AND PROVIDE 5" DIAMETER CAST IRON BOOT WITH CLEANOUT AND ASSOCIATED 5" DIAMETER STORM PIPING BELOW DOCK TO POINT INDICATED. COORDINATE ROUTING WITH DOCK FOUNDATION. 5. 10" DIAMETER STEEL SLEEVE (SCHEDULE 80). SEE STRUCTURAL 10" DIAMETER STEEL SLEEVE (SCHEDULE 80). SEE STRUCTURAL DRAWING S-502, LOADING DOCK - NEW CONSTRUCTION SECTION.
AutoCAD SHX Text A. PLANS ARE BASED ON NON-DESTRUCTIVE FIELD INVESTIGATION. PLANS ARE BASED ON NON-DESTRUCTIVE FIELD INVESTIGATION. CONTRACTOR SHALL FIELD VERIFY EXTENT OF STORM PIPING WORK BASED ON EXISTING CONDITIONS AND NOTIFY THE CONTRACTING OFFICER OF ANY DISCREPANCIES PRIOR TO PROCEEDING. B. PROVIDE STORM PIPING FROM POINT INDICATED TO 5'-0" PROVIDE STORM PIPING FROM POINT INDICATED TO 5'-0" BEYOND THE DOCK LINE. C. COORDINATE STORM PIPE ROUTING BELOW GRADE WITH COORDINATE STORM PIPE ROUTING BELOW GRADE WITH STRUCTURAL AND CIVIL DRAWINGS. D. CONTRACTOR SHALL VERIFY CONNECTION POINTS FOR STORM CONTRACTOR SHALL VERIFY CONNECTION POINTS FOR STORM PIPING AND VERIFY PIPE SLOPE WILL MEET EXISTING INVERTS. NOTIFY THE CONTRACTING OFFICER OF ANY DISCREPANCIES OR CONFLICTS. E. FOR LIMITS OF NEW WORK, SEE THIS SHEET FOR CAST IRON FOR LIMITS OF NEW WORK, SEE THIS SHEET FOR CAST IRON BOOT WITH CLEANOUT DETAIL.
ELECTRICAL LEGEND
LED WALL PACK
LIGHT FIXTURE SCHEDULE
Hampton, Virginia 23669-3503 29 N. Kings Way
Phone: (757) 722-7074 Fax: (757) 722-9092
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AutoCAD SHX Text LUMINAIRE REQUIREMENTS: 1. HOUSING - DIE-CAST OR EXTRUDED ALUMINUM WITH INTEGRAL PASSIVE COOLING HOUSING - DIE-CAST OR EXTRUDED ALUMINUM WITH INTEGRAL PASSIVE COOLING MECHANISM. HEAT SINK SHALL BE INCORPORATED DIRECTLY INTO HOUSING OR DRIVER COMPARTMENT TO ENSURE MAXIMUM HEAT TRANSFER AND DISSIPATION. 2. FINISH - MULTI-STAGE PRE-TREATMENT, FINISHED WITH BAKED-ON POLYESTER POWDER FINISH - MULTI-STAGE PRE-TREATMENT, FINISHED WITH BAKED-ON POLYESTER POWDER COAT. FINISH SHALL PASS 2500 HOUR SALT SPRAY TEST PER ASTM B117. STANDARD FINISH IS DARK BRONZE, WITH OTHER CUSTOM COLORS AVAILABLE. 3. POWER SUPPLY/LED DRIVER - CLASS 1 DRIVER SHALL OPERATE AT 120/277 VOLTS, POWER SUPPLY/LED DRIVER - CLASS 1 DRIVER SHALL OPERATE AT 120/277 VOLTS, 50/60 HZ, WITH OTHER VOLTAGES OPTIONAL; POWER FACTOR GREATER THAN 0.9 AND THD LESS THAN 20% AT FULL LOAD. MINIMUM EFFICACY SHALL BE 60 LM/W AT MAXIMUM 600mA OPERATING CURRENT. 4. LED OPTICAL ASSEMBLY - PRECISION MOLDED ACRYLIC LENS PROVIDED FOR MULTIPLE LED OPTICAL ASSEMBLY - PRECISION MOLDED ACRYLIC LENS PROVIDED FOR MULTIPLE HIGH-POWERED LEDS PRODUCING NEMA TYPE III DISTRIBUTION OR AS OTHERWISE INDICATED. BUG UPLIGHT RATING OF U0, WITH GLARE RATING AS DETERMINED BY LIGHTING ZONE INSTALLED. MINIMUM COLOR RENDERING INDEX (CRI) SHALL BE 70 FOR CORRELATED COLOR TEMPERATURE (CCT) OF 4000-4500 DEGREES K. 5. CERTIFICATION - UL AND/OR ETL LISTED FOR DAMP OR WET LOCATIONS AS INDICATED, CERTIFICATION - UL AND/OR ETL LISTED FOR DAMP OR WET LOCATIONS AS INDICATED, AND RoHS COMPLIANT. 6. OPTIONS - VARIOUS LUMEN OUTPUT RATING AS INDICATED, PHOTOCELL, AND 0-10 VOLT OPTIONS - VARIOUS LUMEN OUTPUT RATING AS INDICATED, PHOTOCELL, AND 0-10 VOLT DIMMING DRIVER. 7. OTHER - THE ABOVE SKETCH IS A NON-PROPRIETY GRAPHIC REPRESENTATION OF A OTHER - THE ABOVE SKETCH IS A NON-PROPRIETY GRAPHIC REPRESENTATION OF A LUMINAIRE THAT MAY MEET THE SPECIFICATION REQUIREMENTS AND IS NOT INTENDED TO INDICATE A CERTAIN MANUFACTURER'S PREFERENCE. ALL DIMENSIONS ARE NOMINAL AND VARY PER MANUFACTURER.
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Phone: (757) 722-7074 Fax: (757) 722-9092
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AutoCAD SHX Text A. PLANS ARE BASED ON NON-DESTRUCTIVE FIELD PLANS ARE BASED ON NON-DESTRUCTIVE FIELD INVESTIGATION. CONTRACTOR SHALL FIELD VERIFY EXTENT OF DEMOLITION BASED ON EXISTING CONDITIONS AND NOTIFY THE CONTRACTING OFFICER OF ANY DISCREPANCIES PRIOR TO PROCEEDING. B. ELECTRICAL CONNECTION TO DOCK RECEPTACLES ELECTRICAL CONNECTION TO DOCK RECEPTACLES HAS BEEN DISCONNECTED AND ABANDONED IN PLACE.
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1. EXISTING TO REMAIN. EXISTING TO REMAIN. 2. REMOVE DOCK RECEPTACLE/JUNCTION BOX, REMOVE DOCK RECEPTACLE/JUNCTION BOX, ASSOCIATED CONDUCTORS, AND CONDUIT BACK TO NEXT DEVICE. REMOVE UNUSED PORTIONS OF THE CIRCUIT BACK TO SOURCE PANEL. 3. REMOVE LIGHT FIXTURE, ASSOCIATED CONDUCTORS, REMOVE LIGHT FIXTURE, ASSOCIATED CONDUCTORS, AND CONDUIT BACK TO NEXT DEVICE. REMOVE UNUSED PORTIONS OF THE CIRCUIT BACK TO SOURCE PANEL.
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AutoCAD SHX Text A. PLANS ARE BASED ON NON-DESTRUCTIVE FIELD PLANS ARE BASED ON NON-DESTRUCTIVE FIELD INVESTIGATION. CONTRACTOR SHALL FIELD VERIFY EXTENT OF DEMOLITION BASED ON EXISTING CONDITIONS AND NOTIFY THE CONTRACTING OFFICER OF ANY DISCREPANCIES PRIOR TO PROCEEDING. B. ELECTRICAL CONNECTION TO DOCK RECEPTACLES ELECTRICAL CONNECTION TO DOCK RECEPTACLES HAS BEEN DISCONNECTED AND ABANDONED IN PLACE.
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1. EXISTING TO REMAIN. EXISTING TO REMAIN. 2. REMOVE DOCK RECEPTACLE/JUNCTION BOX, REMOVE DOCK RECEPTACLE/JUNCTION BOX, ASSOCIATED CONDUCTORS, AND CONDUIT BACK TO NEXT DEVICE. REMOVE UNUSED PORTIONS OF THE CIRCUIT BACK TO SOURCE PANEL. 3. REMOVE LIGHT FIXTURE, ASSOCIATED CONDUCTORS, REMOVE LIGHT FIXTURE, ASSOCIATED CONDUCTORS, AND CONDUIT BACK TO NEXT DEVICE. REMOVE UNUSED PORTIONS OF THE CIRCUIT BACK TO SOURCE PANEL.
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Phone: (757) 722-7074 Fax: (757) 722-9092
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US Army Corps of Engineers ®
SHEET OF
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PS
O F
EN
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R S
D R
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1. EXISTING TO REMAIN. EXISTING TO REMAIN. 2. REMOVE DOCK RECEPTACLE/JUNCTION BOX, REMOVE DOCK RECEPTACLE/JUNCTION BOX, ASSOCIATED CONDUCTORS, AND CONDUIT BACK TO NEXT DEVICE. REMOVE UNUSED PORTIONS OF THE CIRCUIT BACK TO SOURCE PANEL. 3. REMOVE LIGHT FIXTURE, ASSOCIATED CONDUCTORS, REMOVE LIGHT FIXTURE, ASSOCIATED CONDUCTORS, AND CONDUIT BACK TO NEXT DEVICE. REMOVE UNUSED PORTIONS OF THE CIRCUIT BACK TO SOURCE PANEL. 4. REMOVE LIGHT FIXTURE. MAINTAIN ASSOCIATED REMOVE LIGHT FIXTURE. MAINTAIN ASSOCIATED CONDUIT AND CONDUCTORS FOR REUSE. 5. DISCONNECT AND REMOVE CONNECTION TO DISCONNECT AND REMOVE CONNECTION TO ELECTRIC DOOR BACK TO ASSOCIATED DISCONNECT. MAINTAIN CIRCUIT FOR REUSE.
AutoCAD SHX Text A. PLANS ARE BASED ON NON-DESTRUCTIVE FIELD PLANS ARE BASED ON NON-DESTRUCTIVE FIELD INVESTIGATION. CONTRACTOR SHALL FIELD VERIFY EXTENT OF DEMOLITION BASED ON EXISTING CONDITIONS AND NOTIFY THE CONTRACTING OFFICER OF ANY DISCREPANCIES PRIOR TO PROCEEDING. B. ELECTRICAL CONNECTION TO DOCK RECEPTACLES ELECTRICAL CONNECTION TO DOCK RECEPTACLES HAS BEEN DISCONNECTED AND ABANDONED IN PLACE.
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PARTIAL FLOOR PLAN - AREA G AND H - ELECTRICAL
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Hampton, Virginia 23669-3503 29 N. Kings Way
Phone: (757) 722-7074 Fax: (757) 722-9092
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US Army Corps of Engineers ®
SHEET OF
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1. PROVIDE A WALL PACK LIGHT FIXTURE AND PROVIDE A WALL PACK LIGHT FIXTURE AND CONNECT TO EXISTING CIRCUIT. MOUNT AT THE HEIGHT OF THE PREVIOUSLY INSTALLED LIGHT FIXTURE. 2. PROVIDE 2#12 AND 1#12 GROUND IN 1/2" PROVIDE 2#12 AND 1#12 GROUND IN 1/2" CONDUIT FROM EXISTING DISCONNECT SWITCH TO NEW DOOR MOTOR CONNECTION. INSTALL DOOR CONTROLLER FURNISHED WITH NEW DOOR. PROVIDE CONDUIT AND CONDUCTORS FOR DOOR CONTROLS PER MANUFACTURERS REQUIREMENTS.
AutoCAD SHX Text A. PLANS ARE BASED ON NON-DESTRUCTIVE FIELD PLANS ARE BASED ON NON-DESTRUCTIVE FIELD INVESTIGATION. CONTRACTOR SHALL FIELD VERIFY EXTENT OF DEMOLITION BASED ON EXISTING CONDITIONS AND NOTIFY THE CONTRACTING OFFICER OF ANY DISCREPANCIES PRIOR TO PROCEEDING. B. CONTRACTOR SHALL VERIFY HOMERUN CIRCUITS CONTRACTOR SHALL VERIFY HOMERUN CIRCUITS PRIOR TO INSTALLATION OF NEW LIGHTING TO ENSURE OPERATION.
| 02 1303-KK_WH4_Civil_080618 |
| CS101 |
| 03 1303-KK_WH4_HAZMAT-100 |
| 04 1303-KK_WH4_Structural_080618 |
| 05 1303-KK_WH4_ARCH-100 |
| 1303-KK_WH4_A-001 |
| 1303-KK_WH4_AD101 |
| 1303-KK_WH4_AD102 |
| 1303-KK_WH4_AD103 |
| 1303-KK_WH4_A-101 |
| 1303-KK_WH4_A-102 |
| 1303-KK_WH4_A-401 |
| 06 1303-KK_WH4_PLUM-100 |
| Sheets and Views |
| P001-PLUMBING LEGEND ABBREVIATIONS AND GENERAL NOTES |
| PD101-PARTIAL FLOOR PLAN - DOCK AREA A B C - PLUMBING - DEMOLITION |
| PD102-PARTIAL FLOOR PLAN - DOCK AREA D E F - PLUMBING - DEMOLITION |
| PD103-PARTIAL FLOOR PLAN - DOCK AREA D E F - PLUMBING - DEMOLITION |
| P-101-PARTIAL FLOOR PLAN - DOCK AREA A B C - PLUMBING |
| P-102-PARTIAL FLOOR PLAN - DOCK AREA D E F - PLUMBING |
| P-103-PARTIAL FLOOR PLAN - DOCK AREA D E F - PLUMBING |
| 07 1303-KK_WH4_ELEC-100 |
| Sheets and Views |
| E-001-ELECTRICAL LEGEND LIGHT FIXTURE SCHEDULE AND LIGHTING DETAIL |
| ED101-DOCK AREA A B C - ELECTRICAL - DEMOLITION |
| ED102-PARTIAL FLOOR PLAN - DOCK D E F - ELECTRICAL - DEMOLITION |
| ED103-PARTIAL FLOOR PLAN - AREA D E F - ELECTRICAL - DEMOLITION |
| E-101-PARTIAL FLOOR PLAN - AREA D E F - ELECTRICAL |
File details come from the government source that posted it.