GI-111_Amend 6.pdf

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SATISFACTORY TO

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N40080-22-R-8580

1396650

PROFESS IONAL ENG

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GI-111

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GENERAL NOTES:

PHASE 1 ACTIVITIES

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WL

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GENERATOR

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GENERATORS

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STM/SEW

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TOPO THIS

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OBSCURE AREA

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DIRT ROAD

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DIRT ROAD

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DIRT ROAD

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SOUTH PERIMETER ROAD

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SOUTH PERIMETER ROAD

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SOUTH PERIMETER ROAD

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SOUTH PERIMETER ROAD

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SCE

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EXISTING AIRFIELD FENCE

AutoCAD SHX Text CONSTRUCT TEMPORARY PERIMETER ROAD PER PHASE 1B E&S CONTROL PLAN (ALIGNMENT APPROVAL REQUIRED BY BASE COMMANDER)

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TEMPORARY CONSTRUCTION ACCESS GATE

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STABILIZED CONSTRUCTION ENTRANCE

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REMOVE EXISTING AIRFIELD FENCE AFTER CONSTRUCTION OF NEW TEMPORARY FENCE

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ACCESS DRIVE TO REMAIN OPEN

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SEE NOTE 8

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EXISTING AIRFIELD GATE (TO REMAIN OPEN)

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PHASE 1 EARTHWORK, GRADING, AND SITE PREP

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MSA FENCE

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EXISTING BASE PERIMETER FENCE

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CONSTRUCT ORANGE SAFETY FENCE ON NORTH SIDE OF THE ROAD

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EXISTING MSA GATE

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PHASE 1 EARTHWORK, GRADING, AND SITE PREP PER E&S CONTROL PLAN

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CONSTRUCTION ACCESS ROAD

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ORANGE SAFETY FENCE ON NORTH SIDE OF THE ROAD

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TEMPORARY AIRFIELD GATE CONTROLLED BY GOVERNMENT

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CONSTRUCT TEMPORARY AIRFIELD CONSTRUCTION FENCE. SEE NOTE 4.

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CONSTRUCT TEMPORARY AIRFIELD CONSTRUCTION FENCE. SEE NOTE 4.

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NO CONSTRUCTION VEHICLE TRAFFIC ON T/W E

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PAD 91

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RELOCATE EXISTING FUEL TANK, FENCE, AND EQUIPMENT

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SCE

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CONSTRUCT EOD RANGE

AutoCAD SHX Text PROFESSIONAL CERTIFICATION: I HEREBY CERTIFY THAT THESE DOCUMENTS WERE PREPARED OR APPROVED BY ME, AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MARYLAND, LICENSE NO. 53990 , EXPIRATION DATE: 02-24-2023.

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 0005 04/15/2023AMENDMENT 0005 04/15/2023 04/15/202304/15/2023

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AS NOTED

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1. SEE AIRFIELD COORDINATION NOTES ON GC-005. SEE AIRFIELD COORDINATION NOTES ON GC-005. 2. SHUT DOWN OF ANY AIRFIELD PAVEMENTS SHALL NOT OCCUR UNTIL AFTER MARCH 1ST SHUT DOWN OF ANY AIRFIELD PAVEMENTS SHALL NOT OCCUR UNTIL AFTER MARCH 1ST AND SHALL BE REOPENED BY NOV 15TH. KEEP EQUIPMENT AND EMPLOYEES WITHIN THE WORK AREA BOUNDARIES AT ALL TIMES TO PREVENT FOREIGN OBJECT DEBRIS PRODUCTION AND COMPLY WITH AIRFIELD CONTROLLED AREA SECURITY REQUIREMENTS. NO AIRFIELD PAVEMENT WORK BETWEEN NOV 15TH AND MARCH 1ST. 3. CONTRACTOR PERSONNEL ARE STRICTLY PROHIBITED FROM CROSSING OUTSIDE THE CONTRACTOR PERSONNEL ARE STRICTLY PROHIBITED FROM CROSSING OUTSIDE THE WORK AREA BOUNDARIES AS DEFINED ON THIS PLAN. CROSSING THE BOUNDARY WITHOUT PERMISSION OF THE CONTRACTING OFFICER AND AIRFIELD MANAGEMENT IS CAUSE FOR IMMEDIATE AND PERMANENT DISMISSAL FROM THE SITE. 4. COORDINATE LOCATIONS OF ALL AIRFIELD FENCES AND BARRICADES WITH CONTRACTING COORDINATE LOCATIONS OF ALL AIRFIELD FENCES AND BARRICADES WITH CONTRACTING OFFICER, AIRFIELD MANAGEMENT, AND BASE SECURITY. FINAL LOCATION TO BE APPROVED BY BASE COMMANDER. CONTRACTOR STAFF TO ATTEND AIRFIELD DRIVING COURSE TRAINING BY BASE CE OFFICE PRIOR TO ACCESSING AREA TO INSTALL FENCE. CONTRACTOR TO SELF ESCORT WORKERS FOR FENCE INSTALLATION. CONTRACTOR TO PROVIDE ICOM RADIOS TO MAINTAIN COMMUNICATIONS WITH ATCT AND SECURITY FORCES DURING FENCE INSTALLATION. 5. CONTRACTOR SHALL MAINTAIN ALL TEMPORARY LIGHTING, LIGHTED BARRICADES, AND CONTRACTOR SHALL MAINTAIN ALL TEMPORARY LIGHTING, LIGHTED BARRICADES, AND ALL SIGNAGE THROUGHOUT THE DURATION OF THE CONTRACT, INCLUDING THE SHUT DOWN OF CONSTRUCTION DUE TO WEATHER. 6. PROJECT REQUIRES CLOSURE OF THE TAXIWAY AND MUST BE COORDINATED WITH THE PROJECT REQUIRES CLOSURE OF THE TAXIWAY AND MUST BE COORDINATED WITH THE CONTRACTING OFFICER AND AIRFIELD MANAGEMENT. CONTRACTOR SHALL NOTIFY CONTRACTING OFFICER AND AIRFIELD OPERATIONS A MINIMUM OF 21 DAYS PRIOR TO REQUESTED CLOSURES OF ANY SECTIONS OF THE AIRFIELD. 7. ALL WORK ON THE PROJECT SHALL BE COMPLETED WITHIN THE CONTRACT TIME ALL WORK ON THE PROJECT SHALL BE COMPLETED WITHIN THE CONTRACT TIME ALLOTTED, WITH ALL AIRFIELD PAVEMENTS OPEN AND OPERATIONAL, ALL HAUL ROADS REPAIRED/REMOVED, AND ALL STAGING AND LAYDOWN AREAS REPAIRED TO CONDITIONS PRIOR TO THE START OF CONSTRUCTION. SEE CONTRACT SPECIFICATIONS FOR LIQUIDATED DAMAGES. 8. PROVIDE A BONDED SECURITY GUARD AT THE CONSTRUCTION ACCESS GATES. NO PROVIDE A BONDED SECURITY GUARD AT THE CONSTRUCTION ACCESS GATES. NO UNAUTHORIZED PERSONNEL ARE PERMITTED BEYOND THESE POINTS. GATE AND FENCE OPENINGS MUST BE MANNED BY THE SECURITY GUARD OR CLOSED AND LOCKED AT ALL TIMES. COORDINATE WITH THE CONTRACTING OFFICER, AIRFIELD MANAGEMENT AND SECURITY FORCES. 9. PROVIDE A SINGLE CONTAINED TRUCK WASHOUT POINT IN THE WORK AREA AND IN PROVIDE A SINGLE CONTAINED TRUCK WASHOUT POINT IN THE WORK AREA AND IN THE BATCH PLANT AREA. 10. CONSTRUCTION ACTIVITIES TAKE PLACE WITHIN THE EXPLOSIVE SAFETY QUANTITY CONSTRUCTION ACTIVITIES TAKE PLACE WITHIN THE EXPLOSIVE SAFETY QUANTITY DISTANCE ARCS (QD ARCS) FOR THE EXISTING MUNITIONS STORAGE AREA (MSA). CONTRACTOR TO COORDINATE WITH GOVERNMENT AND CONTRACTING OFFICER AND REFER TO THE PROJECT SPECIFICATIONS FOR THE ACKNOWLEDGEMENT OF EXPLOSIVES HAZARDS WAIVER. SEE LOCATION ON SHEET GI-102. 11. CONTRACTOR MUST CHECK IN AND OUT WITH AIRFIELD MANAGEMENT OPERATIONS DAILY CONTRACTOR MUST CHECK IN AND OUT WITH AIRFIELD MANAGEMENT OPERATIONS DAILY DURING THE DURATION OF CONSTRUCTION ACTIVITIES ASSOCIATED WITH THE INSTALLATION OF THE TEMPORARY AIRFIELD SECURITY FENCE.

AutoCAD SHX Text TEMPORARY CONSTRUCTION FENCE ORANGE SAFETY FENCE SECURITY GUARD (SEE NOTE 8) TEMPORARY CONSTRUCTION ENTRANCE WICK DRAIN/PRE-CONSOLIDATION PHASE 1A AREA WICK DRAIN/PRE-CONSOLIDATION PHASE 1B AREA SETTLEMENT PLATE VIBRATING WIRE PIEZOMETER INCLINOMETER

AutoCAD SHX Text COORDINATE LIMITS ON WORK ZONE DUE TO EXISTING QD ARCS. INSTALL TEMPORARY FENCES AND CONSTRUCTION ENTRANCES. SEE NOTE 4. CLEAR AND GRUB SITE PER EROSION AND SEDIMENT CONTROL PLANS. INSTALL PHASE 1A WICK DRAINS, SETTLEMENT PLATES, VIBRATING WIRE PIEZOMETERS, AND INCLINOMETERS. CONDUCT PRECONSOLIDATION OF DESIGNATED AREAS, REFER TO EROSION AND SEDIMENT CONTROL PLAN STAGE 1A FOR DETAILED SEQUENCE OF CONSTRUCTION. INSTALL DOUBLE BOX CULVERT (P-1) CONSTRUCT TEMPORARY S. PERIMETER ROAD RE-ROUTE, REFER TO EROSION AND SEDIMENT CONTROL PLAN STAGE 1B FOR DETAILED SEQUENCE OF CONSTRUCTION. MOVE TRAFFIC TO TEMPORARY ROAD. DEMO EXISTING ROAD. INSTALL PHASE 1B WICK DRAINS, SETTLEMENT PLATES, VIBRATING WIRE PIEZOMETERS, AND INCLINOMETERS. CONDUCT PRECONSOLIDATION OF DESIGNATED AREAS, REFER TO EROSION AND SEDIMENT CONTROL PLAN STAGE 1B FOR DETAILED SEQUENCE OF CONSTRUCTION.

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GI-501

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GI-502

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GI-501

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