FA-80003-18-2-FULL.pdf
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- Solicitation number
- W912HN20B3010
About this file
This document provides details for a federal construction solicitation issued by the Department of the Army Corps of Engineers Engineering District Savannah. The solicitation seeks bids for the removal and replacement of existing electrical equipment including airfield lighting and airfield vault equipment, and reconstruction of Runway 05-23 at Pope Army Airfield in North Carolina. The solicitation number is W912HN20B3010 and the bid due date is October 15, 2020 at 1:00pm Eastern Time. The solicitation package includes four drawings files, four specifications files, a Construction Entrance Gate PDF, and a PowerPoint file. If any file links are blacked out, an updated file with the same name has replaced it. All active blue file links constitute the full solicitation package as amended.
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VICINITY MAP
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SOILS MAP
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EROSION, SEDIMENTATION, & CONTROL PLANS
AIRFIELD ELECTRICAL SYSTEM
REHABILITATION - TAXIWAY SOUTH
POPE ARMY AIRFIELD
FORT BRAGG, NORTH CAROLINA
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SOIL TYPE
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SOIL NAME
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HYDROLOGIC GROUP
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BLANEY-URBAN LAND COMPLEX, 2 TO 8 PERCENT SLOPES
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SOIL INFORMATION AND DELINEATION OBTAINED FROM NCRS WEBSITE.
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AutoCAD SHX Text SEQUENCE OF CONSTRUCTION NOTES: 1. RECEIVE FORT BRAGG DIRECTORATE OF PUBLIC WORKS RECEIVE FORT BRAGG DIRECTORATE OF PUBLIC WORKS APPROVAL AND CERTIFICATE OF COVERAGE FROM NCDEQ. 2. PRIOR TO ANY LAND DISTURBANCE ACTIVITY CONDUCT A PRIOR TO ANY LAND DISTURBANCE ACTIVITY CONDUCT A SWPPP PRE-CONSTRUCTION CONFERENCE. GENERAL CONTRACTOR SHALL SCHEDULE AND CONDUCT SWPPP PRE-CONSTRUCTION MEETING WITH SWPPP PREPARING ENGINEER, FORT BRAGG DPW, CONTRACTING OFFICER'S FORT BRAGG DPW, CONTRACTING OFFICER'S FORT BRAGG DPW, CONTRACTING OFFICER'S REPRESENTATIVE AND ALL LAND DISTURBING CONTRACTORS BEFORE PROCEEDING WITH CONSTRUCTION. 3. INSTALL SEDIMENT TUBES AND INLET PROTECTION. INSTALL SEDIMENT TUBES AND INLET PROTECTION. 4. COMPLETE ELECTRICAL IMPROVEMENTS, MILL AND OVERLAY, COMPLETE ELECTRICAL IMPROVEMENTS, MILL AND OVERLAY, ISOLATED PAVEMENT REPLACEMENT. 5. STABILIZE SITE. STABILIZE SITE. 6. REMOVE ALL REMAINING TEMPORARY EROSION AND SEDIMENT REMOVE ALL REMAINING TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES AFTER APPROVAL OF FORT BRAGG DPW, THE ENGINEER AND THE CONTRACTING OFFICER AND STABILIZE ANY AREAS DISTURBED BY THE REMOVAL OF THE BEST MANAGEMENT PRACTICES. 7. CONTINUE INSPECTION REPORTS IAW CONSTRUCTION GENERAL CONTINUE INSPECTION REPORTS IAW CONSTRUCTION GENERAL PERMIT UNTIL THE SITE IS FULLY STABILIZED AND THE PERMIT MAY BE TERMINATED. 8. SUBMIT NOTICE OF TERMINATION.SUBMIT NOTICE OF TERMINATION.
AutoCAD SHX Text EROSION CONTROL NOTES: : 1. ALL CONTRACTORS/SUBCONTRACTORS/PERSON THAT ALL CONTRACTORS/SUBCONTRACTORS/PERSON THAT WILL BE ENGAGED IN LAND DISTURBING ACTIVITIES SHALL COMPLY WITH ALL EROSION CONTROL AND STORMWATER POLLUTION PREVENTION REQUIREMENTS CONTAINED THROUGHOUT THE DRAWINGS, SPECIFICATIONS AND PERMITS. 2. THE CONTRACTOR IS RESPONSIBLE FOR COMPLETING THE CONTRACTOR IS RESPONSIBLE FOR COMPLETING ALL BMP INSPECTIONS IAW SWPPP AND NCDEQ REQUIREMENTS.
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AutoCAD SHX Text CONTRACTOR STAGING AND LAYDOWN AREAS: 1. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ANY CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ANY AND ALL REQUIRED PERMITS, INCLUDING LAND DISTURBANCE PERMIT, ASSOCIATED WITH ANY AND ALL STAGING, LAYDOWN AND BATCH PLANT LOCATIONS. 2. CONCRETE WASHOUT LOCATIONS NOT SHOWN WITHIN LIMITS OF CONCRETE WASHOUT LOCATIONS NOT SHOWN WITHIN LIMITS OF DISTRUBANCE ON THESE PLANS AND SHALL BE PROVIDED FOR AT CONTRACTOR STAGING/ BATCH PLANT LOCATIONS AND INCLUDED IN CONTRACTOR'S PERMIT PACKAGE.
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AutoCAD SHX Text 6/12/2020
AutoCAD SHX Text DEWATERING NOTES: 1. THE DESIGN, ADEQUACY AND OPERATION OF ANY AND ALL DEWATERING ACTIVITIES IS THE SOLE THE DESIGN, ADEQUACY AND OPERATION OF ANY AND ALL DEWATERING ACTIVITIES IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR. 2. THE CONTRACTOR SHALL PROTECT ALL ADJACENT PROPERTIES, RIGHT OF WAYS, NATURAL AREAS, THE CONTRACTOR SHALL PROTECT ALL ADJACENT PROPERTIES, RIGHT OF WAYS, NATURAL AREAS, AND EXISTING UTILITY SYSTEMS FROM EROSION AND SEDIMENTATION ASSOCIATED WITH DEWATERING ACTIVITIES. 3. DEWATERING OF PONDS OR LARGE PONDING AREAS SHALL ALWAYS UTILIZE A FLOATING INTAKE. DEWATERING OF PONDS OR LARGE PONDING AREAS SHALL ALWAYS UTILIZE A FLOATING INTAKE. 4. DEWATERING DISCHARGES SHALL ALWAYS BE DIRECTED THROUGH SUITABLE BEST MANAGEMENT DEWATERING DISCHARGES SHALL ALWAYS BE DIRECTED THROUGH SUITABLE BEST MANAGEMENT PRACTICE (BMP) SUCH AS TEMPORARY SEDIMENT POND/TRAP OR SEDIMENT TRAPPING DEWATERING BAG. 5. ALL DEWATERING ACTIVITIES SHOULD BE IN ACCORDANCE WITH THE NCDEQ CGP.ALL DEWATERING ACTIVITIES SHOULD BE IN ACCORDANCE WITH THE NCDEQ CGP.
AutoCAD SHX Text TEMPORARY PARKING: 1. THE TEMPORARY PARKING AND STORAGE AREA SHALL BE KEPT IN GOOD CONDITION (SUITABLE FOR THE TEMPORARY PARKING AND STORAGE AREA SHALL BE KEPT IN GOOD CONDITION (SUITABLE FOR PARKING AND STORAGE). THIS MAY REQUIRE PERIODIC TOP DRESSING OF THE TEMPORARY PARKING AREA AS CONDITIONS DEMAND.
AutoCAD SHX Text MATERIAL STORAGE AND LAYDOWN AREA: 1. MATERIAL STORAGE AREAS SHOULD BE LOCATED, WHEN POSSIBLE, TO MINIMIZE EXPOSURE TO MATERIAL STORAGE AREAS SHOULD BE LOCATED, WHEN POSSIBLE, TO MINIMIZE EXPOSURE TO WEATHER. INSPECTIONS SHALL EVALUATE DISTURBED AREAS AND AREAS USED FOR STORING MATERIALS THAT ARE EXPOSED TO RAINFALL FOR EVIDENCE OF, OR THE POTENTIAL FOR, POLLUTANTS ENTERING THE DRAINAGE SYSTEM OR DISCHARGING FROM THE SITE. IF NECESSARY, THE MATERIALS MUST BE COVERED OR ORIGINAL COVERS MUST BE REPAIRED OR SUPPLEMENTED. ALSO, PROTECTIVE BERMS MUST BE CONSTRUCTED, IF NEEDED TO CONTAIN RUNOFF FROM MATERIAL STORAGE AREAS. GC SHALL ADHERE TO ALL STATE AND LOCAL REGULATIONS PERTAINING TO MATERIAL STORAGE AREAS. 2. CHEMICALS, PAINTS, SOLVENTS, FERTILIZERS, AND OTHER TOXIC MATERIALS MUST BE STORED IN CHEMICALS, PAINTS, SOLVENTS, FERTILIZERS, AND OTHER TOXIC MATERIALS MUST BE STORED IN WATERPROOF CONTAINERS. EXCEPT DURING APPLICATION, THE CONTAINERS AND THE CONTENTS MUST BE KEPT IN TRUCKS OR INSIDE OF STORAGE FACILITIES. RUNOFF CONTAINING SUCH MATERIAL MUST BE COLLECTED, REMOVED FROM THE SITE, TREATED, AND DISPOSED OF AT AN APPROVED SOLID WASTE AND CHEMICAL DISPOSAL FACILITY.
AutoCAD SHX Text SOLID WASTE DISPOSAL: 1. SUBSTANCES THAT HAVE THE POTENTIAL FOR POLLUTING SURFACE AND/OR GROUNDWATER MUST BE SUBSTANCES THAT HAVE THE POTENTIAL FOR POLLUTING SURFACE AND/OR GROUNDWATER MUST BE CONTROLLED BY ANY MEANS NECESSARY TO ENSURE THAT THOSE DO NOT DISCHARGE FROM THE SITE. IN THIS REGARD, POTENTIALLY POLLUTING SUBSTANCES SHALL BE STORED AND HANDLED IN A MANNER CONSISTENT WITH THE RISK OF IMPACT THOSE REPRESENT, AND ACCORDING WITH THE REGULATIONS. 2. NO SOLID MATERIALS, INCLUDING BUILDING MATERIALS, ARE ALLOWED TO BE DISCHARGED FROM THE NO SOLID MATERIALS, INCLUDING BUILDING MATERIALS, ARE ALLOWED TO BE DISCHARGED FROM THE SITE WITH STORMWATER. ALL SOLID WASTE, INCLUDING DISPOSABLE MATERIALS INCIDENTAL TO THE CONSTRUCTION ACTIVITIES MUST BE COLLECTED AND PLACED IN CONTAINERS. RUBBISH, TRASH, GARBAGE, LITTER, OR OTHER SUCH MATERIALS SHALL BE DEPOSITED INTO SEALED CONTAINERS. MATERIALS SHALL BE PREVENTED FROM LEAVING THE PREMISES THROUGH THE ACTION OF WIND OR STORMWATER DISCHARGE INTO DRAINAGE DITCHES OR WATER OF THE STATE. THE CONTAINERS SHALL BE HAULED AWAY FROM THE SITE AND EMPTIED WHEN THOSE BECOME 95% FULL, OR AS NECESSARY, BY A CERTIFIED TRASH DISPOSAL SERVICE. LIDS OR COVERS FOR THE CONTAINERS SHALL BE PROVIDED FOR USE DURING RAIN EVENTS TO PREVENT WASTE CONTACT WITH STORMWATER. WASTES THAT CANNOT BE STORED IN A CONTAINER MUST BE STORED UNDER COVER OR INDOORS. THE LOCATION OF SOLID WASTE RECEPTACLES SHALL BE NOTED ON THE PLANS.
AutoCAD SHX Text FUEL STORAGE AREAS: 1. THE GC SHALL IDENTIFY FUELING AREAS WITH LEGIBLE SIGNAGE ON THE SITE. TEMPORARY ON-SITE THE GC SHALL IDENTIFY FUELING AREAS WITH LEGIBLE SIGNAGE ON THE SITE. TEMPORARY ON-SITE FUEL TANKS FOR CONSTRUCTION VEHICLES SHALL MEET ALL LOCAL, STATE, AND FEDERAL REGULATIONS. ALL TANKS, SINGLE AND DOUBLE WALLED, SHALL BE PROVIDED WITH SECONDARY CONTAINMENT (THAT IS CONTAINMENT EXTERNAL TO AND SEPARATE FROM PRIMARY CONTAINMENT). TANKS SHALL HAVE APPROVED SPILL CONTAINMENT WITH THE CAPACITY REQUIRED BY THE APPLICABLE REGULATIONS. SECONDARY CONTAINMENT SHALL BE CONSTRUCTED OF MATERIALS OF SUFFICIENT THICKNESS, DENSITY, AND COMPOSITION SO AS NOT TO BE STRUCTURALLY WEAKENED AS A RESULT OF CONTACT WITH THE FUEL STORED AND CAPABLE OF CONTAINING DISCHARGED FUEL FOR A PERIOD OF TIME EQUAL TO OR LONGER THAN THE MAXIMUM ANTICIPATED TIME SUFFICIENT TO ALL RECOVER AND DISCHARGED FUEL. IT SHALL BE CAPABLE OF CONTAINING 110% OF THE VOLUME OF THE PRIMARY TANK IF A SINGLE TANK IS USED, OR IN THE CASE OF MULTIPLE TANKS, 150% OF THE LARGEST TANK OR 110% OF THE AGGREGATE, WHICH EVER IS LARGER. 2. THE TANKS SHALL BE IN SOUND CONDITION, FREE OF RUST OF OTHER DAMAGE WHICH MIGHT THE TANKS SHALL BE IN SOUND CONDITION, FREE OF RUST OF OTHER DAMAGE WHICH MIGHT COMPROMISE CONTAINMENT. FUEL STORAGE AREAS SHALL MEET ALL EPA, OSHA, AND OTHER REGULATORY REQUIREMENTS FOR SIGNAGE, FIRE EXTINGUISHERS, ETC. HOSES, VALVES, FITTINGS, CAPS, FILLER NOZZLES, AND ASSOCIATED HARDWARE SHALL BE MAINTAINED IN PROPER WORKING CONDITION AT ALL TIMES. TANKS SHALL BE LOCATED TO MINIMIZE EXPOSURE TO WEATHER AND SURFACE WATER DRAINAGE FEATURES. THE LOCATION OF FUEL TANKS SHALL BE NOTED ON THE PLANS. 3. A SPILL PREVENTION, CONTROL AND COUNTERMEASURE (SPCC) PLAN MUST BE DEVELOPED IF A SPILL PREVENTION, CONTROL AND COUNTERMEASURE (SPCC) PLAN MUST BE DEVELOPED IF ABOVEGROUND OIL STORAGE CAPACITY AT THE CONSTRUCTION SITE EXCEEDS 1,320 GALLONS OR SPECIFIED BY THE STATE. 4. CONTAINERS WITH STORAGE CAPACITY OF 55-GALLONS OR LESS ARE NOT INCLUDED WHEN CONTAINERS WITH STORAGE CAPACITY OF 55-GALLONS OR LESS ARE NOT INCLUDED WHEN CALCULATING SITE STORAGE CAPACITY. THE GC SHALL WORK WITH THE ENGINEER TO DEVELOP AND IMPLEMENT A SPCC PLAN IN ACCORDANCE WITH THE OIL POLLUTION PREVENTION REGULATION AT TITLE 40 OF THE CODE OF FEDERAL REGULATIONS, PART 112, (40 CFR 112).
AutoCAD SHX Text STOCKPILES: 1. ALL ON-SITE TOPSOIL MUST BE PRESERVED FOR REUSE ON THE SITE DURING REVEGETATION, UNLESS ALL ON-SITE TOPSOIL MUST BE PRESERVED FOR REUSE ON THE SITE DURING REVEGETATION, UNLESS IT IS INFEASIBLE OR UNREASONABLE TO DO SO. (NOTE: TOPSOIL STOCKPILING ON-SITE MAY BE INFEASIBLE IF SPACE IS NOT AVAILABLE ON-SITE FOR TOPSOIL STOCKPILING OR IF LITTLE TO NO VEGETATION IS TO REMAIN UNDER POST-CONSTRUCTION CONDITIONS. STOCKPILING OF TOPSOIL AT AN OFF-SITE LOCATION OR TRANSFER OF TOPSOIL TO OTHER LOCATIONS MAY ALSO BE ACCEPTABLE BUT MUST BE AUTHORIZED BY ENGINEER). CONTRACTOR IS RESPONSIBLE FOR ANY NECESSARY OFF-SITE PERMITTING, INCLUDING LAND DISTURBANCE. 2. ALL SOIL STOCKPILES MUST BE STABILIZED TO PREVENT EROSION AND FUGITIVE DUST. THE ALL SOIL STOCKPILES MUST BE STABILIZED TO PREVENT EROSION AND FUGITIVE DUST. THE SURFACE OF THE STOCKPILE MUST BE PROPERLY PROTECTED TO ELIMINATE THE RISK OF EROSION. SEE TEMPORARY SEEDING OR STABILIZATION DETAIL. SUITABLE ALTERNATIVE MEANS OF STABILIZATION CAN BE USED, SUCH AS PROPERLY ANCHORED PLASTIC TARPS. 3. PERIMETER SEDIMENT CONTROLS ALSO MUST BE INSTALLED AT STOCKPILE LOCATIONS TO PREVENT PERIMETER SEDIMENT CONTROLS ALSO MUST BE INSTALLED AT STOCKPILE LOCATIONS TO PREVENT CONTACT WITH STORMWATER, INCLUDING RUN-ON. 4. STOCKPILES MUST BE LOCATED OUTSIDE OF ANY VEGETATED BUFFER AREAS AND SHOULD BE STOCKPILES MUST BE LOCATED OUTSIDE OF ANY VEGETATED BUFFER AREAS AND SHOULD BE LOCATED AS FAR AS PRACTICABLE FROM STORMWATER CONVEYANCES, IMPOUNDMENTS AND WATER BODIES. 5. STOCKPILE LOCATIONS SHALL BE NOTED ON THE PLANS.STOCKPILE LOCATIONS SHALL BE NOTED ON THE PLANS.
AutoCAD SHX Text STABILIZATION OF DISTURBED AREAS: 1. STABILIZE DISTURBED AREAS AS SHOWN ON THE EROSION CONTROL PLANS, AND IAW THE CGP. STABILIZE DISTURBED AREAS AS SHOWN ON THE EROSION CONTROL PLANS, AND IAW THE CGP. 2. SEDIMENT BASINS AND CONVEYANCE SYSTEMS (DIVERSION DITCHES, BERMS, ETC.) SHALL BE SEDIMENT BASINS AND CONVEYANCE SYSTEMS (DIVERSION DITCHES, BERMS, ETC.) SHALL BE STABILIZED WITHIN 7 DAYS OF INSTALLATION. 3. CONTRACTOR SHALL STABILIZE DISTURBED AREAS AS THEY COME TO FINAL GRADE. CONTRACTOR SHALL STABILIZE DISTURBED AREAS AS THEY COME TO FINAL GRADE. 4. FILL SLOPES WILL REQUIRE EXTRA ATTENTION TO AVOID/CONTROL POTENTIAL EROSION. FILL SLOPES WILL REQUIRE EXTRA ATTENTION TO AVOID/CONTROL POTENTIAL EROSION. CONTRACTOR SHALL TEMPORARILY AND PERMANENTLY STABILIZE FILL SLOPES AS SOON AS POSSIBLE.
AutoCAD SHX Text DUST CONTROL: 1. LARGE AREAS OF SOIL THAT ARE DENUDED OF VEGETATION AND HAVE NO PROTECTION FROM LARGE AREAS OF SOIL THAT ARE DENUDED OF VEGETATION AND HAVE NO PROTECTION FROM PARTICLES BEING PICKED UP AND CARRIED BY WIND SHOULD BE PROTECTED WITH A TEMPORARY COVER OR KEPT UNDER CONTROL WITH WATER OR OTHER SOIL ADHERING PRODUCTS TO PREVENT SOIL PARTICLES FROM BECOMING AIRBORNE, AND FROM EXITING THE SITE PERIMETER. 2. WATER TRUCKS OR OTHER DUST CONTROL AGENTS SHALL BE USED AS NEEDED DURING WATER TRUCKS OR OTHER DUST CONTROL AGENTS SHALL BE USED AS NEEDED DURING CONSTRUCTION TO MINIMIZE DUST GENERATED ON THE SITE. TACKIFIERS MAY BE USED TO HOLD SOIL IN PLACE AND PREVENT DUST. MANUFACTURER RECOMMENDATIONS FOR APPLICATION LOCATIONS AND RATES MUST BE USED FOR DUST CONTROL APPLICATIONS. ONLY SWPPP-SPECIFIED TACKIFIERS MAY BE USED ON THE PROJECT SITE; ANY CHEMICAL APPLICATION NOT INCLUDED IN THE SWPPP MUST BE APPROVED, IN WRITING, BY THE ENGINEER. 3. DUST CONTROL MUST BE PROVIDED BY THE GC TO A DEGREE THAT IS IN COMPLIANCE WITH DUST CONTROL MUST BE PROVIDED BY THE GC TO A DEGREE THAT IS IN COMPLIANCE WITH APPLICABLE FEDERAL, LOCAL AND STATE DUST CONTROL REGULATIONS. 4. THE USE OF MOTOR OILS AND OTHER PETROLEUM BASED OR TOXIC LIQUIDS FOR DUST SUPPRESSION THE USE OF MOTOR OILS AND OTHER PETROLEUM BASED OR TOXIC LIQUIDS FOR DUST SUPPRESSION OPERATIONS IS PROHIBITED. 5. IN ADDITION TO BMPS, GC SHALL PERFORM PER PRACTICES AND PROCEDURES WHICH MINIMIZE AND IN ADDITION TO BMPS, GC SHALL PERFORM PER PRACTICES AND PROCEDURES WHICH MINIMIZE AND PREVENT AIRBORNE DUST OR OTHER PARTICLES FROM OCCURING.
SEEDING/VEGETATION REQUIREMENTS: 1. CONSIDERATION MUST BE GIVEN TO ANTICIPATED CLIMATE AND SEASONAL CONDITIONS WHEN CONSIDERATION MUST BE GIVEN TO ANTICIPATED CLIMATE AND SEASONAL CONDITIONS WHEN MUST BE GIVEN TO ANTICIPATED CLIMATE AND SEASONAL CONDITIONS WHEN MUST BE GIVEN TO ANTICIPATED CLIMATE AND SEASONAL CONDITIONS WHEN BE GIVEN TO ANTICIPATED CLIMATE AND SEASONAL CONDITIONS WHEN BE GIVEN TO ANTICIPATED CLIMATE AND SEASONAL CONDITIONS WHEN GIVEN TO ANTICIPATED CLIMATE AND SEASONAL CONDITIONS WHEN GIVEN TO ANTICIPATED CLIMATE AND SEASONAL CONDITIONS WHEN TO ANTICIPATED CLIMATE AND SEASONAL CONDITIONS WHEN TO ANTICIPATED CLIMATE AND SEASONAL CONDITIONS WHEN ANTICIPATED CLIMATE AND SEASONAL CONDITIONS WHEN ANTICIPATED CLIMATE AND SEASONAL CONDITIONS WHEN CLIMATE AND SEASONAL CONDITIONS WHEN CLIMATE AND SEASONAL CONDITIONS WHEN AND SEASONAL CONDITIONS WHEN AND SEASONAL CONDITIONS WHEN SEASONAL CONDITIONS WHEN SEASONAL CONDITIONS WHEN CONDITIONS WHEN CONDITIONS WHEN WHEN WHEN PLANTING SEED. 2. SEED SHALL BE FREE OF WEEDY SPECIES AND APPROPRIATE FOR SITE SOILS AND REGIONAL SEED SHALL BE FREE OF WEEDY SPECIES AND APPROPRIATE FOR SITE SOILS AND REGIONAL SHALL BE FREE OF WEEDY SPECIES AND APPROPRIATE FOR SITE SOILS AND REGIONAL SHALL BE FREE OF WEEDY SPECIES AND APPROPRIATE FOR SITE SOILS AND REGIONAL BE FREE OF WEEDY SPECIES AND APPROPRIATE FOR SITE SOILS AND REGIONAL BE FREE OF WEEDY SPECIES AND APPROPRIATE FOR SITE SOILS AND REGIONAL FREE OF WEEDY SPECIES AND APPROPRIATE FOR SITE SOILS AND REGIONAL FREE OF WEEDY SPECIES AND APPROPRIATE FOR SITE SOILS AND REGIONAL OF WEEDY SPECIES AND APPROPRIATE FOR SITE SOILS AND REGIONAL OF WEEDY SPECIES AND APPROPRIATE FOR SITE SOILS AND REGIONAL WEEDY SPECIES AND APPROPRIATE FOR SITE SOILS AND REGIONAL WEEDY SPECIES AND APPROPRIATE FOR SITE SOILS AND REGIONAL SPECIES AND APPROPRIATE FOR SITE SOILS AND REGIONAL SPECIES AND APPROPRIATE FOR SITE SOILS AND REGIONAL AND APPROPRIATE FOR SITE SOILS AND REGIONAL AND APPROPRIATE FOR SITE SOILS AND REGIONAL APPROPRIATE FOR SITE SOILS AND REGIONAL APPROPRIATE FOR SITE SOILS AND REGIONAL FOR SITE SOILS AND REGIONAL FOR SITE SOILS AND REGIONAL SITE SOILS AND REGIONAL SITE SOILS AND REGIONAL SOILS AND REGIONAL SOILS AND REGIONAL AND REGIONAL AND REGIONAL REGIONAL REGIONAL CLIMATE. SEED AND MULCH PER THE CONSTRUCTION DRAWINGS AND THE PROJECT SPECIFICATIONS SEED AND MULCH PER THE CONSTRUCTION DRAWINGS AND THE PROJECT SPECIFICATIONS SEED AND MULCH PER THE CONSTRUCTION DRAWINGS AND THE PROJECT SPECIFICATIONS SEED AND MULCH PER THE CONSTRUCTION DRAWINGS AND THE PROJECT SPECIFICATIONS SEED AND MULCH PER THE CONSTRUCTION DRAWINGS AND THE PROJECT SPECIFICATIONS AND MULCH PER THE CONSTRUCTION DRAWINGS AND THE PROJECT SPECIFICATIONS AND MULCH PER THE CONSTRUCTION DRAWINGS AND THE PROJECT SPECIFICATIONS MULCH PER THE CONSTRUCTION DRAWINGS AND THE PROJECT SPECIFICATIONS MULCH PER THE CONSTRUCTION DRAWINGS AND THE PROJECT SPECIFICATIONS PER THE CONSTRUCTION DRAWINGS AND THE PROJECT SPECIFICATIONS PER THE CONSTRUCTION DRAWINGS AND THE PROJECT SPECIFICATIONS THE CONSTRUCTION DRAWINGS AND THE PROJECT SPECIFICATIONS THE CONSTRUCTION DRAWINGS AND THE PROJECT SPECIFICATIONS CONSTRUCTION DRAWINGS AND THE PROJECT SPECIFICATIONS CONSTRUCTION DRAWINGS AND THE PROJECT SPECIFICATIONS DRAWINGS AND THE PROJECT SPECIFICATIONS DRAWINGS AND THE PROJECT SPECIFICATIONS AND THE PROJECT SPECIFICATIONS AND THE PROJECT SPECIFICATIONS THE PROJECT SPECIFICATIONS THE PROJECT SPECIFICATIONS PROJECT SPECIFICATIONS PROJECT SPECIFICATIONS SPECIFICATIONS SPECIFICATIONS IMMEDIATELY AFTER TOPSOIL IS APPLIED AND FINAL GRADE IS REACHED. 3. THE SITE HAS ACHIEVED FINAL STABILIZATION ONCE ALL AREAS ARE COVERED WITH BUILDING THE SITE HAS ACHIEVED FINAL STABILIZATION ONCE ALL AREAS ARE COVERED WITH BUILDING SITE HAS ACHIEVED FINAL STABILIZATION ONCE ALL AREAS ARE COVERED WITH BUILDING SITE HAS ACHIEVED FINAL STABILIZATION ONCE ALL AREAS ARE COVERED WITH BUILDING HAS ACHIEVED FINAL STABILIZATION ONCE ALL AREAS ARE COVERED WITH BUILDING HAS ACHIEVED FINAL STABILIZATION ONCE ALL AREAS ARE COVERED WITH BUILDING ACHIEVED FINAL STABILIZATION ONCE ALL AREAS ARE COVERED WITH BUILDING ACHIEVED FINAL STABILIZATION ONCE ALL AREAS ARE COVERED WITH BUILDING FINAL STABILIZATION ONCE ALL AREAS ARE COVERED WITH BUILDING FINAL STABILIZATION ONCE ALL AREAS ARE COVERED WITH BUILDING STABILIZATION ONCE ALL AREAS ARE COVERED WITH BUILDING STABILIZATION ONCE ALL AREAS ARE COVERED WITH BUILDING ONCE ALL AREAS ARE COVERED WITH BUILDING ONCE ALL AREAS ARE COVERED WITH BUILDING ALL AREAS ARE COVERED WITH BUILDING ALL AREAS ARE COVERED WITH BUILDING AREAS ARE COVERED WITH BUILDING AREAS ARE COVERED WITH BUILDING ARE COVERED WITH BUILDING ARE COVERED WITH BUILDING COVERED WITH BUILDING COVERED WITH BUILDING WITH BUILDING WITH BUILDING BUILDING BUILDING FOUNDATION OR PAVEMENT, OTHER LANDSCAPING COVER (STONE, MULCH, ETC.), OR HAVE A STAND OR PAVEMENT, OTHER LANDSCAPING COVER (STONE, MULCH, ETC.), OR HAVE A STAND OR PAVEMENT, OTHER LANDSCAPING COVER (STONE, MULCH, ETC.), OR HAVE A STAND PAVEMENT, OTHER LANDSCAPING COVER (STONE, MULCH, ETC.), OR HAVE A STAND PAVEMENT, OTHER LANDSCAPING COVER (STONE, MULCH, ETC.), OR HAVE A STAND OTHER LANDSCAPING COVER (STONE, MULCH, ETC.), OR HAVE A STAND OTHER LANDSCAPING COVER (STONE, MULCH, ETC.), OR HAVE A STAND LANDSCAPING COVER (STONE, MULCH, ETC.), OR HAVE A STAND LANDSCAPING COVER (STONE, MULCH, ETC.), OR HAVE A STAND COVER (STONE, MULCH, ETC.), OR HAVE A STAND COVER (STONE, MULCH, ETC.), OR HAVE A STAND (STONE, MULCH, ETC.), OR HAVE A STAND (STONE, MULCH, ETC.), OR HAVE A STAND MULCH, ETC.), OR HAVE A STAND MULCH, ETC.), OR HAVE A STAND ETC.), OR HAVE A STAND ETC.), OR HAVE A STAND OR HAVE A STAND OR HAVE A STAND HAVE A STAND HAVE A STAND A STAND A STAND STAND STAND OF GRASS WITH A MINIMUM OF 70 PERCENT DENSITY OVER THE ENTIRE VEGETATED AREA, OR GRASS WITH A MINIMUM OF 70 PERCENT DENSITY OVER THE ENTIRE VEGETATED AREA, OR GRASS WITH A MINIMUM OF 70 PERCENT DENSITY OVER THE ENTIRE VEGETATED AREA, OR WITH A MINIMUM OF 70 PERCENT DENSITY OVER THE ENTIRE VEGETATED AREA, OR WITH A MINIMUM OF 70 PERCENT DENSITY OVER THE ENTIRE VEGETATED AREA, OR A MINIMUM OF 70 PERCENT DENSITY OVER THE ENTIRE VEGETATED AREA, OR A MINIMUM OF 70 PERCENT DENSITY OVER THE ENTIRE VEGETATED AREA, OR MINIMUM OF 70 PERCENT DENSITY OVER THE ENTIRE VEGETATED AREA, OR MINIMUM OF 70 PERCENT DENSITY OVER THE ENTIRE VEGETATED AREA, OR OF 70 PERCENT DENSITY OVER THE ENTIRE VEGETATED AREA, OR OF 70 PERCENT DENSITY OVER THE ENTIRE VEGETATED AREA, OR 70 PERCENT DENSITY OVER THE ENTIRE VEGETATED AREA, OR 70 PERCENT DENSITY OVER THE ENTIRE VEGETATED AREA, OR PERCENT DENSITY OVER THE ENTIRE VEGETATED AREA, OR PERCENT DENSITY OVER THE ENTIRE VEGETATED AREA, OR DENSITY OVER THE ENTIRE VEGETATED AREA, OR DENSITY OVER THE ENTIRE VEGETATED AREA, OR OVER THE ENTIRE VEGETATED AREA, OR OVER THE ENTIRE VEGETATED AREA, OR THE ENTIRE VEGETATED AREA, OR THE ENTIRE VEGETATED AREA, OR ENTIRE VEGETATED AREA, OR ENTIRE VEGETATED AREA, OR VEGETATED AREA, OR VEGETATED AREA, OR AREA, OR AREA, OR OR OR GREATER IN ACCORDANCE WITH THE GENERAL PERMIT REQUIREMENTS. 4. VEGETATED AREAS MUST BE WATERED, FERTILIZED, AND RESEEDED AS NEEDED TO ACHIEVE THIS VEGETATED AREAS MUST BE WATERED, FERTILIZED, AND RESEEDED AS NEEDED TO ACHIEVE THIS AREAS MUST BE WATERED, FERTILIZED, AND RESEEDED AS NEEDED TO ACHIEVE THIS AREAS MUST BE WATERED, FERTILIZED, AND RESEEDED AS NEEDED TO ACHIEVE THIS MUST BE WATERED, FERTILIZED, AND RESEEDED AS NEEDED TO ACHIEVE THIS MUST BE WATERED, FERTILIZED, AND RESEEDED AS NEEDED TO ACHIEVE THIS BE WATERED, FERTILIZED, AND RESEEDED AS NEEDED TO ACHIEVE THIS BE WATERED, FERTILIZED, AND RESEEDED AS NEEDED TO ACHIEVE THIS WATERED, FERTILIZED, AND RESEEDED AS NEEDED TO ACHIEVE THIS WATERED, FERTILIZED, AND RESEEDED AS NEEDED TO ACHIEVE THIS FERTILIZED, AND RESEEDED AS NEEDED TO ACHIEVE THIS FERTILIZED, AND RESEEDED AS NEEDED TO ACHIEVE THIS AND RESEEDED AS NEEDED TO ACHIEVE THIS AND RESEEDED AS NEEDED TO ACHIEVE THIS RESEEDED AS NEEDED TO ACHIEVE THIS RESEEDED AS NEEDED TO ACHIEVE THIS AS NEEDED TO ACHIEVE THIS AS NEEDED TO ACHIEVE THIS NEEDED TO ACHIEVE THIS NEEDED TO ACHIEVE THIS TO ACHIEVE THIS TO ACHIEVE THIS ACHIEVE THIS ACHIEVE THIS THIS THIS REQUIREMENT. 5. THE VEGETATION DENSITY MUST BE MAINTAINED THROUGH THE PROJECT COMPLETION TO BE THE VEGETATION DENSITY MUST BE MAINTAINED THROUGH THE PROJECT COMPLETION TO BE VEGETATION DENSITY MUST BE MAINTAINED THROUGH THE PROJECT COMPLETION TO BE VEGETATION DENSITY MUST BE MAINTAINED THROUGH THE PROJECT COMPLETION TO BE DENSITY MUST BE MAINTAINED THROUGH THE PROJECT COMPLETION TO BE DENSITY MUST BE MAINTAINED THROUGH THE PROJECT COMPLETION TO BE MUST BE MAINTAINED THROUGH THE PROJECT COMPLETION TO BE MUST BE MAINTAINED THROUGH THE PROJECT COMPLETION TO BE BE MAINTAINED THROUGH THE PROJECT COMPLETION TO BE BE MAINTAINED THROUGH THE PROJECT COMPLETION TO BE MAINTAINED THROUGH THE PROJECT COMPLETION TO BE MAINTAINED THROUGH THE PROJECT COMPLETION TO BE THROUGH THE PROJECT COMPLETION TO BE THROUGH THE PROJECT COMPLETION TO BE THE PROJECT COMPLETION TO BE THE PROJECT COMPLETION TO BE PROJECT COMPLETION TO BE PROJECT COMPLETION TO BE COMPLETION TO BE COMPLETION TO BE TO BE TO BE BE BE CONSIDERED STABILIZED. AREAS PROTECTED BY EROSION CONTROL BLANKETS ARE NOT STABILIZED. AREAS PROTECTED BY EROSION CONTROL BLANKETS ARE NOT STABILIZED. AREAS PROTECTED BY EROSION CONTROL BLANKETS ARE NOT AREAS PROTECTED BY EROSION CONTROL BLANKETS ARE NOT AREAS PROTECTED BY EROSION CONTROL BLANKETS ARE NOT AREAS PROTECTED BY EROSION CONTROL BLANKETS ARE NOT PROTECTED BY EROSION CONTROL BLANKETS ARE NOT PROTECTED BY EROSION CONTROL BLANKETS ARE NOT BY EROSION CONTROL BLANKETS ARE NOT BY EROSION CONTROL BLANKETS ARE NOT EROSION CONTROL BLANKETS ARE NOT EROSION CONTROL BLANKETS ARE NOT CONTROL BLANKETS ARE NOT CONTROL BLANKETS ARE NOT BLANKETS ARE NOT BLANKETS ARE NOT ARE NOT ARE NOT NOT NOT PERMANENTLY STABILIZED UNTIL THE APPLICABLE GENERAL PERMIT REQUIREMENT FOR FINAL STABILIZED UNTIL THE APPLICABLE GENERAL PERMIT REQUIREMENT FOR FINAL STABILIZED UNTIL THE APPLICABLE GENERAL PERMIT REQUIREMENT FOR FINAL UNTIL THE APPLICABLE GENERAL PERMIT REQUIREMENT FOR FINAL UNTIL THE APPLICABLE GENERAL PERMIT REQUIREMENT FOR FINAL THE APPLICABLE GENERAL PERMIT REQUIREMENT FOR FINAL THE APPLICABLE GENERAL PERMIT REQUIREMENT FOR FINAL APPLICABLE GENERAL PERMIT REQUIREMENT FOR FINAL APPLICABLE GENERAL PERMIT REQUIREMENT FOR FINAL GENERAL PERMIT REQUIREMENT FOR FINAL GENERAL PERMIT REQUIREMENT FOR FINAL PERMIT REQUIREMENT FOR FINAL PERMIT REQUIREMENT FOR FINAL REQUIREMENT FOR FINAL REQUIREMENT FOR FINAL FOR FINAL FOR FINAL FINAL FINAL VEGETATIVE DENSITY IS ACHIEVED. 6. RIP-RAP, MULCH, GRAVEL, DECOMPOSED GRANITE OR OTHER EQUIVALENT PERMANENT STABILIZATION RIP-RAP, MULCH, GRAVEL, DECOMPOSED GRANITE OR OTHER EQUIVALENT PERMANENT STABILIZATION MULCH, GRAVEL, DECOMPOSED GRANITE OR OTHER EQUIVALENT PERMANENT STABILIZATION MULCH, GRAVEL, DECOMPOSED GRANITE OR OTHER EQUIVALENT PERMANENT STABILIZATION GRAVEL, DECOMPOSED GRANITE OR OTHER EQUIVALENT PERMANENT STABILIZATION GRAVEL, DECOMPOSED GRANITE OR OTHER EQUIVALENT PERMANENT STABILIZATION DECOMPOSED GRANITE OR OTHER EQUIVALENT PERMANENT STABILIZATION DECOMPOSED GRANITE OR OTHER EQUIVALENT PERMANENT STABILIZATION GRANITE OR OTHER EQUIVALENT PERMANENT STABILIZATION GRANITE OR OTHER EQUIVALENT PERMANENT STABILIZATION OR OTHER EQUIVALENT PERMANENT STABILIZATION OR OTHER EQUIVALENT PERMANENT STABILIZATION OTHER EQUIVALENT PERMANENT STABILIZATION OTHER EQUIVALENT PERMANENT STABILIZATION EQUIVALENT PERMANENT STABILIZATION EQUIVALENT PERMANENT STABILIZATION PERMANENT STABILIZATION PERMANENT STABILIZATION STABILIZATION STABILIZATION MEASURES MAY BE EMPLOYED IN LIEU OF VEGETATION BASED ON SITE-SPECIFIC CONDITIONS, DESIGN MAY BE EMPLOYED IN LIEU OF VEGETATION BASED ON SITE-SPECIFIC CONDITIONS, DESIGN MAY BE EMPLOYED IN LIEU OF VEGETATION BASED ON SITE-SPECIFIC CONDITIONS, DESIGN BE EMPLOYED IN LIEU OF VEGETATION BASED ON SITE-SPECIFIC CONDITIONS, DESIGN BE EMPLOYED IN LIEU OF VEGETATION BASED ON SITE-SPECIFIC CONDITIONS, DESIGN EMPLOYED IN LIEU OF VEGETATION BASED ON SITE-SPECIFIC CONDITIONS, DESIGN EMPLOYED IN LIEU OF VEGETATION BASED ON SITE-SPECIFIC CONDITIONS, DESIGN IN LIEU OF VEGETATION BASED ON SITE-SPECIFIC CONDITIONS, DESIGN IN LIEU OF VEGETATION BASED ON SITE-SPECIFIC CONDITIONS, DESIGN LIEU OF VEGETATION BASED ON SITE-SPECIFIC CONDITIONS, DESIGN LIEU OF VEGETATION BASED ON SITE-SPECIFIC CONDITIONS, DESIGN OF VEGETATION BASED ON SITE-SPECIFIC CONDITIONS, DESIGN OF VEGETATION BASED ON SITE-SPECIFIC CONDITIONS, DESIGN VEGETATION BASED ON SITE-SPECIFIC CONDITIONS, DESIGN VEGETATION BASED ON SITE-SPECIFIC CONDITIONS, DESIGN BASED ON SITE-SPECIFIC CONDITIONS, DESIGN BASED ON SITE-SPECIFIC CONDITIONS, DESIGN ON SITE-SPECIFIC CONDITIONS, DESIGN ON SITE-SPECIFIC CONDITIONS, DESIGN SITE-SPECIFIC CONDITIONS, DESIGN SITE-SPECIFIC CONDITIONS, DESIGN CONDITIONS, DESIGN CONDITIONS, DESIGN DESIGN DESIGN AND GOVERNING AUTHORITY APPROVAL. GOVERNING AUTHORITY APPROVAL. 7. ALL SEEDED AREAS SHALL BE INSPECTED REGULARLY TO CONFIRM THAT A HEALTHY STAND OF ALL SEEDED AREAS SHALL BE INSPECTED REGULARLY TO CONFIRM THAT A HEALTHY STAND OF SEEDED AREAS SHALL BE INSPECTED REGULARLY TO CONFIRM THAT A HEALTHY STAND OF SEEDED AREAS SHALL BE INSPECTED REGULARLY TO CONFIRM THAT A HEALTHY STAND OF AREAS SHALL BE INSPECTED REGULARLY TO CONFIRM THAT A HEALTHY STAND OF AREAS SHALL BE INSPECTED REGULARLY TO CONFIRM THAT A HEALTHY STAND OF SHALL BE INSPECTED REGULARLY TO CONFIRM THAT A HEALTHY STAND OF SHALL BE INSPECTED REGULARLY TO CONFIRM THAT A HEALTHY STAND OF BE INSPECTED REGULARLY TO CONFIRM THAT A HEALTHY STAND OF BE INSPECTED REGULARLY TO CONFIRM THAT A HEALTHY STAND OF INSPECTED REGULARLY TO CONFIRM THAT A HEALTHY STAND OF INSPECTED REGULARLY TO CONFIRM THAT A HEALTHY STAND OF REGULARLY TO CONFIRM THAT A HEALTHY STAND OF REGULARLY TO CONFIRM THAT A HEALTHY STAND OF TO CONFIRM THAT A HEALTHY STAND OF TO CONFIRM THAT A HEALTHY STAND OF CONFIRM THAT A HEALTHY STAND OF CONFIRM THAT A HEALTHY STAND OF THAT A HEALTHY STAND OF THAT A HEALTHY STAND OF A HEALTHY STAND OF A HEALTHY STAND OF HEALTHY STAND OF HEALTHY STAND OF STAND OF STAND OF OF OF GRASS IS MAINTAINED.
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NOTE: PAVEMENT DEMOLITION OVERVIEW PLAN IS
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NEW
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LIMITS OF DISTURBANCE
AutoCAD SHX Text
CIVIL LEGEND -NEW PAVEMENT
AutoCAD SHX Text
NEW PAVEMENT
AutoCAD SHX Text
ASPHALT PAVEMENT TO BE MILLED & OVERLAID
AutoCAD SHX Text
LIMITS OF DISTURBANCE
AutoCAD SHX Text
NORTH
AutoCAD SHX Text
SCALE IN FEET
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
NORTH
AutoCAD SHX Text
SCALE IN FEET
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AutoCAD SHX Text
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TWY B
TWY J
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NOTE: AIRFIELD ELECTRICAL OVERVIEW PLAN IS SHOWN
FOR REFERENCE ONLY. SEE ELECTRICAL PLAN SHEETS
FOR IMPROVEMENTS
NOTE: AIRFIELD ELECTRICAL DEMOLITION OVERVIEW
PLAN IS SHOWN FOR REFERENCE ONLY. SEE ELECTRICAL
PLAN SHEETS FOR IMPROVEMENTS
TWY H
LIMITS OF
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LIMITS OF
DISTRBANCE
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REMOVAL AND REPLACEMENT OF
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REMOVAL AND REPLACEMENT OF
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REMOVAL AND REPLACEMENT OF
TAXIWAY EDGE LIGHT SYSTEM
REMOVAL AND REPLACEMENT OF
TAXIWAY EDGE LIGHT SYSTEM
REMOVAL AND REPLACEMENT OF
TAXIWAY EDGE LIGHT SYSTEM
REMOVAL AND REPLACEMENT OF
TAXIWAY EDGE LIGHT SYSTEM
REMOVAL AND REPLACEMENT OF
TAXIWAY EDGE LIGHT SYSTEM
REMOVAL AND REPLACEMENT OF
TAXIWAY EDGE LIGHT SYSTEM
REMOVAL AND REPLACEMENT OF
TAXIWAY EDGE LIGHT SYSTEM
REMOVAL AND REPLACEMENT OF
TAXIWAY EDGE LIGHT SYSTEM
REMOVAL AND REPLACEMENT OF
TAXIWAY EDGE LIGHT SYSTEM
REMOVAL AND REPLACEMENT OF
TAXIWAY EDGE LIGHT SYSTEM
REMOVAL AND REPLACEMENT OF
TAXIWAY EDGE LIGHT SYSTEM
REMOVAL AND REPLACEMENT OF
TAXIWAY EDGE LIGHT SYSTEM
REMOVAL AND REPLACEMENT OF
TAXIWAY EDGE LIGHT SYSTEM
REMOVAL AND REPLACEMENT OF
TAXIWAY EDGE LIGHT SYSTEM
REMOVAL AND REPLACEMENT OF
TAXIWAY EDGE LIGHT SYSTEM
NEW MAST LIGHT
NEW MAST LIGHT NEW MAST LIGHT NEW MAST LIGHT
AutoCAD SHX Text
SWIMMING POOL
AutoCAD SHX Text
PARKING
AutoCAD SHX Text
APRON
AutoCAD SHX Text
SWIMMING POOL
AutoCAD SHX Text
PARKING
AutoCAD SHX Text
APRON
AutoCAD SHX Text
LIMITS OF DISTURBANCE
AutoCAD SHX Text
NEW AIRFIELD ELECTRICAL OVERVIEW LEGEND
AutoCAD SHX Text
LIMITS OF DISTURBANCE
AutoCAD SHX Text
AIRFIELD ELECTRICAL DEMOLITION OVERVIEW LEGEND
AutoCAD SHX Text
EXISTING ELECTRICAL TO REMAIN
AutoCAD SHX Text
NEW ELECTRICAL
AutoCAD SHX Text
NORTH
AutoCAD SHX Text
SCALE IN FEET
AutoCAD SHX Text
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AutoCAD SHX Text
AutoCAD SHX Text
NORTH
AutoCAD SHX Text
SCALE IN FEET
AutoCAD SHX Text
AutoCAD SHX Text
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AutoCAD SHX Text
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AutoCAD SHX Text
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AutoCAD SHX Text
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AutoCAD SHX Text
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AutoCAD SHX Text
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AutoCAD SHX Text
SCALE IN FEET
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
CIVIL LEGEND - EROSION CONTROL
AutoCAD SHX Text
LIMITS OF DISTURBANCE
AutoCAD SHX Text
CE
AutoCAD SHX Text
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AutoCAD SHX Text
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AutoCAD SHX Text
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AutoCAD SHX Text
IP1
AutoCAD SHX Text
SEDIMENT TUBE INLET PROTECTION - INSTALL IAW DETAIL C/CG-501.
AutoCAD SHX Text
LIMITS OF DISTURBANCE
AutoCAD SHX Text
SEDIMENT TUBE - INSTALL IAW DETAIL C/CG-501.
AutoCAD SHX Text
ST
AutoCAD SHX Text
ST
AutoCAD SHX Text
NORTH
AutoCAD SHX Text
SCALE IN FEET
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
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AutoCAD SHX Text
CONSTRUCTION ENTRANCE - INSTALL IAW DETAIL B/CG-502.
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SWIMMING POOL
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PARKING
AutoCAD SHX Text
APRON
AutoCAD SHX Text
NORTH
AutoCAD SHX Text
SCALE IN FEET
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
CIVIL LEGEND - EROSION CONTROL
AutoCAD SHX Text
SO
AutoCAD SHX Text
SOD - INSTALL IAW DETAIL B/CG-501.
AutoCAD SHX Text
IP1
AutoCAD SHX Text
SEDIMENT TUBE INLET PROTECTION - INSTALL IAW DETAIL C/CG-501.
AutoCAD SHX Text
LIMITS OF DISTURBANCE
AutoCAD SHX Text
SEDIMENT TUBE - INSTALL IAW DETAIL C/CG-501.
AutoCAD SHX Text
ST
AutoCAD SHX Text
ST
AutoCAD SHX Text
CE
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AutoCAD SHX Text 6/12/2020
AutoCAD SHX Text
TYPE: BERMUDA SOD
AutoCAD SHX Text
%%USOD MAINTENANCE - NCDENR PRACTICE & STANDARDS
AutoCAD SHX Text
SOD INSTALLATION DETAIL - NCDENR PRACTICE & STANDARDS
AutoCAD SHX Text
SOD INSTALLATION NOTES - NCDENR PRACTICE & STANDARDS
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%%U FT. BRAGG SEEDING SPECIFICATION
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AutoCAD SHX Text SOD STAKING NOTES: 1. CONTRACTOR SHALL STAKE ALL SOD LOCATED ADJACENT TO AIRFIELD PAVEMENT WITH CONTRACTOR SHALL STAKE ALL SOD LOCATED ADJACENT TO AIRFIELD PAVEMENT WITH LANDSCAPING STAPLES. 2. IN AREAS SUBMIT TO JET BLAST, INCLUDING, BUT NOT LIMITED TO FILLETS, CONTRACTOR SHALL IN AREAS SUBMIT TO JET BLAST, INCLUDING, BUT NOT LIMITED TO FILLETS, CONTRACTOR SHALL STAKE SOD WITH FENCE FABRIC, 10-12" LANDSCAPE SPIKES AND WIRE. THE WIRE SHALL BE SECURED TO SPIKES AND THE SPIKES DRIVEN INTO THE GROUND. SPIKES SHALL BE SPACED A MAXIMUM OF 6' ON CENTER. SPIKES SHALL BE SPACED ALONG ALL EDGES OF FENCE FABRIC. COORDINATE LOCATIONS TO BE SECURED BY FENCE FABRIC WITH AIRFIELD MANAGER AND CONTRACTING OFFICER. 3. CONTRACTOR SHALL BE REQUIRED TO REMOVE FENCE FABRIC, LANDSCAPE SPIKES, AND WIRES CONTRACTOR SHALL BE REQUIRED TO REMOVE FENCE FABRIC, LANDSCAPE SPIKES, AND WIRES ONCE GRASS ROOTS ARE ESTABLISHED ENOUGH TO RESIST JET BLAST, AS DETERMINED BY THE CONTRACTING OFFICER.
AutoCAD SHX Text 2"x2" WOOD STAKES
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FILTER FABRIC BURIAL DETAIL
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SEDIMENT TUBE INSTALLATION DETAIL
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POST INSTALLATION DETAIL
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AutoCAD SHX Text GENERAL NOTES: 1. SEDIMENT TUBES ARE PRODUCED FROM A 5 MIL THICK CONTINUOUS HDPE OR SEDIMENT TUBES ARE PRODUCED FROM A 5 MIL THICK CONTINUOUS HDPE OR POLYPROPYLENE, WOVEN, INTO A TUBLAR MESH NETTING MATERIAL. TUBES SHALL THEN BE FILLED WITH COMPOST MEETING THE NCDEQ SPECIFICATIONS OUTLINED IN PRACTICE 6.18, COMPOST BLANKETS, WITH THE EXCEPTION OF PARTICLE SIZE, TO THE DIAMETER OF THE SOCK. 2. THE OUTER NETTING OF THE SEDIMENT TUBE SHOULD CONSIST OF SEAMLESS, THE OUTER NETTING OF THE SEDIMENT TUBE SHOULD CONSIST OF SEAMLESS, HIGH-DENSITY POLYETHYLENE PHOTO-DEGRADABLE MATERIALS TREATED WITH ULTRAVIOLET STABILIZERS OR A SEAMLESS, HIGH-DENSITY POLYETHYLENE NON-DEGRADABLE MATERIAL. 3. SEDIMENT TUBE DIAMETERS SHALL RANGE FROM 18" TO 24". SEDIMENT TUBES SEDIMENT TUBE DIAMETERS SHALL RANGE FROM 18" TO 24". SEDIMENT TUBES WITH SMALLER DIAMETERS ARE PROHIBITED WHEN USED AS INLET PROTECTION. 4. CURLED EXCELSIOR WOOD. OR NATURAL COCONUT PRODUCTS THAT ARE CURLED EXCELSIOR WOOD. OR NATURAL COCONUT PRODUCTS THAT ARE ROLLED UP TO CREATE A SEDIMENT TUBE ARE NOT ALLOWED. 5. SEDIMENT TUBES SHOULD BE STAKED USING WOODEN OAK STAKES (2" x 2") SEDIMENT TUBES SHOULD BE STAKED USING WOODEN OAK STAKES (2" x 2") OR STEEL POSTS (STANDARD "U" OR "T" SECTIONS WITH A MINIMUM WEIGHT OF 1.25 POUNDS PER FOOT) AT A MINIMUM OF 48" IN LENGTH PLACE ON 2 FOOT CENTERS. 6. INSTALL ALL SEDIMENT TUBES TO ENSURE THAT NO GAPS EXIST BETWEEN THE INSTALL ALL SEDIMENT TUBES TO ENSURE THAT NO GAPS EXIST BETWEEN THE SOIL AND THE BOTTOM OF THE TUBE. MANUFACTURER'S RECOMMENDATIONS SHOULD ALWAYS BE CONSULTED BEFORE INSTALLATION. 7. THE ENDS OF ADJACENT SEDIMENT TUBES SHOULD BE OVERLAPPED 6" TO THE ENDS OF ADJACENT SEDIMENT TUBES SHOULD BE OVERLAPPED 6" TO PREVENT FLOW AND SEDIMENT FROM PASSING THROUGH THE FIELD JOINT. 8. SEDIMENT TUBES SHOULD NOT BE STACKED ON TOP OF ONE ANOTHER. SEDIMENT TUBES SHOULD NOT BE STACKED ON TOP OF ONE ANOTHER. 9. EACH SEDIMENT TUBE SHOULD BE INSTALLED IN A TRENCH WITH A DEPTH EACH SEDIMENT TUBE SHOULD BE INSTALLED IN A TRENCH WITH A DEPTH EQUAL TO 1/5 THE DIAMETER OF THE SEDIMENT TUBE. 10. INSTALL STAKES AT A DIAGONAL FACING INCOMING RUNOFF.INSTALL STAKES AT A DIAGONAL FACING INCOMING RUNOFF.
AutoCAD SHX Text 2" x 2" WOOD STAKES OR 1.25 #/FT STEEL POSTS
AutoCAD SHX Text INSPECTION AND MAINTENANCE: 1. THE KEY TO FUNCTIONAL INLET PROTECTION IS WEEKLY INSPECTIONS, THE KEY TO FUNCTIONAL INLET PROTECTION IS WEEKLY INSPECTIONS, ROUTINE MAINTENANCE, AND REGULAR SEDIMENT REMOVAL. 2. REGULAR INSPECTIONS OF SEDIMENT TUBE INLET PROTECTION SHALL BE REGULAR INSPECTIONS OF SEDIMENT TUBE INLET PROTECTION SHALL BE CONDUCTED ONCE EVERY CALENDAR WEEK AND, AS RECOMMENDED, WITHIN 24 HOURS AFTER EACH RAINFALL EVEN THAT PRODUCES 1/2" OR MORE OF PRECIPITATION. 3. ATTENTION TO SEDIMENT ACCUMULATION IN FRONT OF THE SEDIMENT TUBE ATTENTION TO SEDIMENT ACCUMULATION IN FRONT OF THE SEDIMENT TUBE IS EXTREMELY IMPORTANT. ACCUMULATED SEDIMENT SHOULD BE CONTINUALLY MONITORED AND REMOVED WHEN NECESSARY. 4. REMOVE ACCUMULATED SEDIMENT WHEN IT REACHES 1/3 THE HEIGHT OF REMOVE ACCUMULATED SEDIMENT WHEN IT REACHES 1/3 THE HEIGHT OF THE SEDIMENT TUBE. WHEN A SUMP IS INSTALLED IN FRONT OF THE INLET PROTECTION, SEDIMENT SHALL BE REMOVED WHEN IT FILLS APPROXIMATELY 1/3 THE DEPTH OF THE SUMP. 5. REMOVED SEDIMENT SHALL BE PLACED IN STOCKPILE STORAGE AREAS OR REMOVED SEDIMENT SHALL BE PLACED IN STOCKPILE STORAGE AREAS OR SPREAD THINLY ACROSS DISTURBED AREA. STABILIZE THE REMOVED SEDIMENT AFTER IT IS RELOCATED. 6. LARGE DEBRIS, TRASH, AND LEAVES SHOULD BE REMOVED FROM IN FRONT LARGE DEBRIS, TRASH, AND LEAVES SHOULD BE REMOVED FROM IN FRONT OF TUBES WHEN FOUND. 7. INLET PROTECTION STRUCTURES SHOULD BE REMOVED AFTER THE DISTURBED INLET PROTECTION STRUCTURES SHOULD BE REMOVED AFTER THE DISTURBED AREAS ARE PERMANENTLY STABILIZED. REMOVE ALL CONSTRUCTION MATERIAL AND SEDIMENT, AND DISPOSE OF THEM PROPERLY. GRADE THE DISTURBED AREA TO THE ELEVATION OF THE DROP INLET STRUCTURE CREST. STABILIZE ALL BARE AREAS IMMEDIATELY.
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SEDIMENT TUBE (COMPOSITE SOCK) DETAIL
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IP1
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