CD-101_Amend 6 (2).pdf
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- Attached to
- N4008023R0020 LARGE PROJECTS MULTIPLE AWARD CONSTRUCTION CONTRACT (MACC) Federal contract opportunity
- Solicitation number
- N4008023R0020
About this file
This document contains plans for the demolition of existing infrastructure at Joint Base Andrews Naval Air Facility Camp Springs in Maryland. Key details include the removal of concrete and asphalt pavement up to 10.5 inches thick, a 14-inch asbestos cement water pipe, existing security camera poles, edge light fixtures, fences and equipment for a fire department training area. Additional demolitions involve water lines from 6 to 16 inches in diameter, storm sewers, water valves and manholes. The plans provide demolition notes and legends and reference other drawings for utility relocations, phasing plans and locations of items to be removed and relocated.
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Text version
SATISFACTORY TO
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GENERAL NOTES:
DEMOLITION LEGEND
KEYED NOTES
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WL
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DIG/2.8X2.8
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DIG/2.8X2.8
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SAMH
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SAMH
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SAMH
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DIG/4X4
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DIG/3X3.4
AutoCAD SHX Text 09/26/2022
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AutoCAD SHX Text 0 ISSUE FOR CONSTRUCTION 09/26/2022ISSUE FOR CONSTRUCTION 09/26/2022 09/26/202209/26/2022
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1 AMENDMENT 0004 04/01/2023AMENDMENT 0004 04/01/2023 04/01/202304/01/2023
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2 AMENDMENT 0005 04/15/2023AMENDMENT 0005 04/15/2023 04/15/202304/15/2023
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AS NOTED
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1. REFER TO SHEET GI-003 FOR LEGEND AND GENERAL REFER TO SHEET GI-003 FOR LEGEND AND GENERAL NOTES. 2. CONTRACTOR SHALL CORRDINATE THE REMOVAL OF CONTRACTOR SHALL CORRDINATE THE REMOVAL OF WATER LINES WITH AMERICAN STATE UTILITY SERVICE (ASUS). WATER LINES SHALL NOT BE REMOVED UNTIL THE 16-INCH WATER MAIN RELOCATION IS COMPLETE.
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REMOVE EXISTING CONCRETE PAVEMENT (THICKNESS = 10.5")
AutoCAD SHX Text REMOVE EXISTING ASPHALT/CONCRETE PAVEMENT (ASPHALT THICKNESS = 2.5", CONCRETE THICKNESS = 10.5")
AutoCAD SHX Text 1 SAWCUT EXISTING ASPHALT PAVEMENT SAWCUT EXISTING ASPHALT PAVEMENT 2 SAWCUT EXISTING PAVEMENT FULL DEPTH. DOUBLE SAWCUT EXISTING PAVEMENT FULL DEPTH. DOUBLE SAWCUT EXISTING CONCRETE IN ACCORDANCE WITH SPECIFICATION SECTION 32 13 14.13. COORDINATE SAWCUTS WITH PROPOSED PAVEMENT JOINT LAYOUT ON CP-101 TO C-104 3 REMOVE 14-INCH ASBESTOS CEMENT WATER PIPE. REMOVE 14-INCH ASBESTOS CEMENT WATER PIPE. 4 CUT AND CAP EXISTING WATER LINE. CUT AND CAP EXISTING WATER LINE. 5 REMOVE AND RELOCATE EXISTING SECURITY CAMERAL REMOVE AND RELOCATE EXISTING SECURITY CAMERAL POLE. REFER TO CS-101 FOR LOCATION. 6 DO NOT DISTURB AIRFIELD SIGNAGE. DO NOT DISTURB AIRFIELD SIGNAGE. 7 REMOVE EXISTING EDGE LIGHT FIXTURES. SEE ELECTRICAL REMOVE EXISTING EDGE LIGHT FIXTURES. SEE ELECTRICAL DRAWINGS FOR TEMPORARY JUMPERS, DEMOLITION OF LIGHTS, CABLES, AND CONDUITS AND RECONNECTION WITH NEW LIGHTING SYSTEMS. 8 REMOVE AND RELOCATE EXISTING FUEL TANK, FENCES, REMOVE AND RELOCATE EXISTING FUEL TANK, FENCES, AND EQUIPMENT FOR FIRE DEPARTMENT TRAINING AREA. SEE SHEET CG-101 FOR LOCATION. 9 SEE PHASING PLAN GI-114 AND GI-115 FOR WORK SEE PHASING PLAN GI-114 AND GI-115 FOR WORK WITHIN 125FT OF TAXIWAY CENTERLINE. 10 REMOVE 12-INCH PVC WATER LINE. REMOVE 12-INCH PVC WATER LINE. 11 REMOVE WATER VALVE BOX/MANHOLE. REMOVE WATER VALVE BOX/MANHOLE. 12 REMOVE PORTION EXISTING 24-INCH STORM SEWER REMOVE PORTION EXISTING 24-INCH STORM SEWER 13 REMOVE 6-INCH CAST IRON WATER LINE.REMOVE 6-INCH CAST IRON WATER LINE.
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REMOVE WATER LINE
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REMOVE EXISTING ASPHALT PAVEMENT (ASPHALT THICKNESS = 3")
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