Drawings - Demolish Bulk Fuel Facility Cutler.pdf
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- Attached to
- Results - Demolish Bulk Fuel Facility Cutler Federal contract opportunity
- Solicitation number
- N4008524B2507
About this file
This document appears to be a set of drawings for the demolition of the bulk fuel facility at NSA Cutler in Cutler, Maine. The related federal contract opportunity is for the demolition of three existing bulk tanks and associated piping in the bulk tank area, as well as the demolition of four transient fuel tanks and their corresponding dog houses. The work includes the installation of four new 50,000-gallon tanks in the existing bulk tank area and four new 20,000-gallon tanks in the transient fuel area. The contract solicitation includes 11 bid options for additional work, such as demolition of the bulk tank berm oil water separator, providing a concrete slab on the abandoned bulk tank foundation, and concrete repairs in the transient utility tunnel. The contract is being issued by the Department of the Navy Naval Facilities Engineering Command.
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G001 LF-24-XXX
CUTLER, ME
NCTCS CUTLER
INSTALLATION SITE PLANVICINITY MAP AREA MAP
PWD-MAINE
IN HOUSE DESIGN
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DEPARTMENT OF THE NAVY
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SHEET
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PUBLIC WORKS DEPARTMENT - MAINE
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NAVAL SHIPYARD - PORTSMOUTH, NH
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DESIGN MANAGER
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FEAD/PM&E
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DE18-2329 DEMOLISH BULK FUEL FACILITY CUTLER
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LIST OF DRAWINGS
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TITLE TITLE 1 OF 45 G001 LF-24-XXX XXXXXXXX TITLE SHEET OF 45 G001 LF-24-XXX XXXXXXXX TITLE SHEET G001 LF-24-XXX XXXXXXXX TITLE SHEET LF-24-XXX XXXXXXXX TITLE SHEET XXXXXXXX TITLE SHEET TITLE SHEET 2 OF 45 G002 LF-24-XXX XXXXXXXX GENERAL NOTES OF 45 G002 LF-24-XXX XXXXXXXX GENERAL NOTES G002 LF-24-XXX XXXXXXXX GENERAL NOTES LF-24-XXX XXXXXXXX GENERAL NOTES XXXXXXXX GENERAL NOTES GENERAL NOTES 3 OF 45 G003 LF-24-XXX XXXXXXXX GENERAL CONSTRUCTION FENCE DETAILS AND NOTES OF 45 G003 LF-24-XXX XXXXXXXX GENERAL CONSTRUCTION FENCE DETAILS AND NOTES LF-24-XXX XXXXXXXX GENERAL CONSTRUCTION FENCE DETAILS AND NOTES XXXXXXXX GENERAL CONSTRUCTION FENCE DETAILS AND NOTES GENERAL CONSTRUCTION FENCE DETAILS AND NOTES 4 OF 45 CG001 LF-24-XXX XXXXXXXX GENERAL EROSION CONTROL NOTES OF 45 CG001 LF-24-XXX XXXXXXXX GENERAL EROSION CONTROL NOTES CG001 LF-24-XXX XXXXXXXX GENERAL EROSION CONTROL NOTES LF-24-XXX XXXXXXXX GENERAL EROSION CONTROL NOTES XXXXXXXX GENERAL EROSION CONTROL NOTES GENERAL EROSION 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TANK FOUNDATION PLAN AND ELEVATIONS OF 45 S102 LF-24-XXX XXXXXXXX 50,000 GALLON FUEL TANK FOUNDATION PLAN AND ELEVATIONS S102 LF-24-XXX XXXXXXXX 50,000 GALLON FUEL TANK FOUNDATION PLAN AND ELEVATIONS LF-24-XXX XXXXXXXX 50,000 GALLON FUEL TANK FOUNDATION PLAN AND ELEVATIONS XXXXXXXX 50,000 GALLON FUEL TANK FOUNDATION PLAN AND ELEVATIONS 50,000 GALLON FUEL TANK FOUNDATION PLAN AND ELEVATIONS 18 OF 45 S103 LF-24-XXX XXXXXXXX 20,000 GALLON FUEL TANK AND ENCLOSURE PLAN AND ELEVATIONS OF 45 S103 LF-24-XXX XXXXXXXX 20,000 GALLON FUEL TANK AND ENCLOSURE PLAN AND ELEVATIONS S103 LF-24-XXX XXXXXXXX 20,000 GALLON FUEL TANK AND ENCLOSURE PLAN AND ELEVATIONS LF-24-XXX XXXXXXXX 20,000 GALLON FUEL TANK AND ENCLOSURE PLAN AND ELEVATIONS XXXXXXXX 20,000 GALLON FUEL TANK AND ENCLOSURE PLAN AND ELEVATIONS 20,000 GALLON FUEL TANK AND ENCLOSURE PLAN AND ELEVATIONS 19 OF 45 S201 LF-24-XXX XXXXXXXX STRUCTURAL SECTIONS AND DETAILS OF 45 S201 LF-24-XXX XXXXXXXX STRUCTURAL SECTIONS AND DETAILS S201 LF-24-XXX 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MECHANICAL SITE PLAN XXXXXXXX DEMO MECHANICAL SITE PLAN DEMO MECHANICAL SITE PLAN 23 OF 45 MD501 LF-24-XXX XXXXXXXX EXISTING ONE-LINE DIAGRAM OF 45 MD501 LF-24-XXX XXXXXXXX EXISTING ONE-LINE DIAGRAM MD501 LF-24-XXX XXXXXXXX EXISTING ONE-LINE DIAGRAM LF-24-XXX XXXXXXXX EXISTING ONE-LINE DIAGRAM XXXXXXXX EXISTING ONE-LINE DIAGRAM EXISTING ONE-LINE DIAGRAM 24 OF 45 MD502 LF-24-XXX XXXXXXXX DEMO ONE-LINE DIAGRAM OF 45 MD502 LF-24-XXX XXXXXXXX DEMO ONE-LINE DIAGRAM MD502 LF-24-XXX XXXXXXXX DEMO ONE-LINE DIAGRAM LF-24-XXX XXXXXXXX DEMO ONE-LINE DIAGRAM XXXXXXXX DEMO ONE-LINE DIAGRAM DEMO ONE-LINE DIAGRAM 25 OF 45 M101 LF-24-XXX XXXXXXXX MECHANICAL SITE PLAN OF 45 M101 LF-24-XXX XXXXXXXX MECHANICAL SITE PLAN M101 LF-24-XXX XXXXXXXX MECHANICAL SITE PLAN LF-24-XXX XXXXXXXX MECHANICAL SITE PLAN XXXXXXXX MECHANICAL SITE PLAN MECHANICAL SITE PLAN 26 OF 45 M102 LF-24-XXX XXXXXXXX MECHANICAL SITE PLAN AND SITE WIRING DIAGRAM OF 45 M102 LF-24-XXX XXXXXXXX MECHANICAL SITE PLAN AND SITE WIRING DIAGRAM 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DESCRIPTION
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DATE
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APPR
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ISSUE FOR BID
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WH
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SCALE: 1" 1200'
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BUILDING 103
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FUEL DOCK
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LITTLE MACHIAS BAY
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MACHIAS BAY
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HELIX HOUSE
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TRANSMISSION BLDG 100
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HELIX HOUSE
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PROPERTY LINE
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FUEL TANK FARM
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MAIN GATE
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MA.
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MAINE
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CANADA
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CANADA
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U.S. NAVAL ACTIVITIES
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KITTERY, ME
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PORTSMOUTH
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PORTLAND
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CUTLER, ME
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PORTSMOUTH NAVAL SHIPYARD
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KITTERY, MAINE
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DE18-2329 DEMOLISH BULK FUEL FACILITY CUTLER
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CHRIS TARDIF
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DRAWN BY
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WILLIAM HARKE
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DENNIS O'LEARY
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CASEY HALLIDAY
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UNCLASSIFIED
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DRAWFORM REVISION: DECEMBER 2018
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JEFF HOYT
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TITLE TITLE 28 OF 45 M501 LF-24-XXX XXXXXXXX ONE-LINE DIAGRAM OF 45 M501 LF-24-XXX XXXXXXXX ONE-LINE DIAGRAM M501 LF-24-XXX XXXXXXXX ONE-LINE DIAGRAM LF-24-XXX XXXXXXXX ONE-LINE DIAGRAM XXXXXXXX ONE-LINE DIAGRAM ONE-LINE DIAGRAM 29 OF 45 M502 LF-24-XXX XXXXXXXX FUEL OIL DETAILS OF 45 M502 LF-24-XXX XXXXXXXX FUEL OIL DETAILS M502 LF-24-XXX XXXXXXXX FUEL OIL DETAILS LF-24-XXX XXXXXXXX FUEL OIL DETAILS XXXXXXXX FUEL OIL DETAILS FUEL OIL DETAILS 30 OF 45 M503 LF-24-XXX XXXXXXXX FUEL OIL SYSTEM SEQUENCE OF OPERATION OF 45 M503 LF-24-XXX XXXXXXXX FUEL OIL SYSTEM SEQUENCE OF OPERATION M503 LF-24-XXX XXXXXXXX FUEL OIL SYSTEM SEQUENCE OF OPERATION LF-24-XXX XXXXXXXX FUEL OIL SYSTEM SEQUENCE OF OPERATION XXXXXXXX FUEL OIL SYSTEM SEQUENCE OF OPERATION FUEL OIL SYSTEM SEQUENCE OF OPERATION 31 OF 45 M504 LF-24-XXX XXXXXXXX TRANSIENT TANK POLISHING PLAN AND ELEVATION OF 45 M504 LF-24-XXX XXXXXXXX TRANSIENT TANK POLISHING PLAN AND ELEVATION M504 LF-24-XXX XXXXXXXX TRANSIENT TANK POLISHING PLAN AND ELEVATION LF-24-XXX XXXXXXXX TRANSIENT TANK POLISHING PLAN AND ELEVATION XXXXXXXX TRANSIENT TANK POLISHING PLAN AND ELEVATION TRANSIENT TANK POLISHING PLAN AND ELEVATION 32 OF 45 M601 LF-24-XXX XXXXXXXX PANEL SCHEDULES AND DETAILS OF 45 M601 LF-24-XXX XXXXXXXX PANEL SCHEDULES AND DETAILS M601 LF-24-XXX XXXXXXXX PANEL SCHEDULES AND DETAILS LF-24-XXX XXXXXXXX PANEL SCHEDULES AND DETAILS XXXXXXXX PANEL SCHEDULES AND DETAILS PANEL SCHEDULES AND DETAILS 33 OF 45 M901 LF-24-XXX XXXXXXXX EXISTING PHOTOS OF 45 M901 LF-24-XXX XXXXXXXX EXISTING PHOTOS M901 LF-24-XXX XXXXXXXX EXISTING PHOTOS LF-24-XXX XXXXXXXX EXISTING PHOTOS XXXXXXXX EXISTING PHOTOS EXISTING PHOTOS 34 OF 45 M902 LF-24-XXX XXXXXXXX EXISTING PHOTOS OF 45 M902 LF-24-XXX XXXXXXXX EXISTING PHOTOS M902 LF-24-XXX XXXXXXXX EXISTING PHOTOS LF-24-XXX XXXXXXXX EXISTING PHOTOS XXXXXXXX EXISTING PHOTOS EXISTING PHOTOS 35 OF 45 M903 LF-24-XXX XXXXXXXX EXISTING PHOTOS OF 45 M903 LF-24-XXX XXXXXXXX EXISTING PHOTOS M903 LF-24-XXX XXXXXXXX EXISTING PHOTOS LF-24-XXX XXXXXXXX EXISTING PHOTOS XXXXXXXX EXISTING PHOTOS EXISTING PHOTOS 36 OF 45 E001 LF-24-XXX XXXXXXXX GENERAL ELECTRICAL NOTES AND SYMBOLS OF 45 E001 LF-24-XXX XXXXXXXX GENERAL ELECTRICAL NOTES AND SYMBOLS E001 LF-24-XXX XXXXXXXX GENERAL ELECTRICAL NOTES AND SYMBOLS LF-24-XXX XXXXXXXX GENERAL ELECTRICAL NOTES AND SYMBOLS XXXXXXXX GENERAL ELECTRICAL NOTES AND SYMBOLS GENERAL ELECTRICAL NOTES AND SYMBOLS 37 OF 45 ED101 LF-24-XXX XXXXXXXX DEMO ELECTRICAL SITE PLAN OF 45 ED101 LF-24-XXX XXXXXXXX DEMO ELECTRICAL SITE PLAN ED101 LF-24-XXX XXXXXXXX DEMO ELECTRICAL SITE PLAN LF-24-XXX XXXXXXXX DEMO ELECTRICAL SITE PLAN XXXXXXXX DEMO ELECTRICAL SITE PLAN DEMO ELECTRICAL SITE PLAN 38 OF 45 EP101 LF-24-XXX XXXXXXXX ELECTRICAL SITE POWER PLAN OF 45 EP101 LF-24-XXX XXXXXXXX ELECTRICAL SITE POWER PLAN EP101 LF-24-XXX XXXXXXXX ELECTRICAL SITE POWER PLAN LF-24-XXX XXXXXXXX ELECTRICAL SITE POWER PLAN XXXXXXXX ELECTRICAL SITE POWER PLAN ELECTRICAL SITE POWER PLAN 39 OF 45 EP102 LF-24-XXX XXXXXXXX ELECTRICAL BASEMENT POWER PLAN OF 45 EP102 LF-24-XXX XXXXXXXX ELECTRICAL BASEMENT POWER PLAN EP102 LF-24-XXX XXXXXXXX ELECTRICAL BASEMENT POWER PLAN LF-24-XXX XXXXXXXX ELECTRICAL BASEMENT POWER PLAN XXXXXXXX ELECTRICAL BASEMENT POWER PLAN ELECTRICAL BASEMENT POWER PLAN 40 OF 45 EP103 LF-24-XXX XXXXXXXX ELECTRICAL SITE - GROUNDING AND LIGHTNING PROTECTION OF 45 EP103 LF-24-XXX XXXXXXXX ELECTRICAL SITE - GROUNDING AND LIGHTNING PROTECTION EP103 LF-24-XXX XXXXXXXX ELECTRICAL SITE - GROUNDING AND LIGHTNING PROTECTION LF-24-XXX XXXXXXXX ELECTRICAL SITE - GROUNDING AND LIGHTNING PROTECTION XXXXXXXX ELECTRICAL SITE - GROUNDING AND LIGHTNING PROTECTION ELECTRICAL SITE - GROUNDING AND LIGHTNING PROTECTION 41 OF 45 EP401 LF-24-XXX XXXXXXXX B124 - ELECTRICAL FLOOR PLANS OF 45 EP401 LF-24-XXX XXXXXXXX B124 - ELECTRICAL FLOOR PLANS EP401 LF-24-XXX XXXXXXXX B124 - ELECTRICAL FLOOR PLANS LF-24-XXX XXXXXXXX B124 - ELECTRICAL FLOOR PLANS XXXXXXXX B124 - ELECTRICAL FLOOR PLANS B124 - ELECTRICAL FLOOR PLANS 42 OF 45 E501 LF-24-XXX XXXXXXXX ELECTRICAL DETAILS OF 45 E501 LF-24-XXX XXXXXXXX ELECTRICAL DETAILS E501 LF-24-XXX XXXXXXXX ELECTRICAL DETAILS LF-24-XXX XXXXXXXX ELECTRICAL DETAILS XXXXXXXX ELECTRICAL DETAILS ELECTRICAL DETAILS 43 OF 45 E502 LF-24-XXX XXXXXXXX ELECTRICAL DETAILS OF 45 E502 LF-24-XXX XXXXXXXX ELECTRICAL DETAILS E502 LF-24-XXX XXXXXXXX ELECTRICAL DETAILS LF-24-XXX XXXXXXXX ELECTRICAL DETAILS XXXXXXXX ELECTRICAL DETAILS ELECTRICAL DETAILS 44 OF 45 E601 LF-24-XXX XXXXXXXX PANEL SCHEDULES OF 45 E601 LF-24-XXX XXXXXXXX PANEL SCHEDULES E601 LF-24-XXX XXXXXXXX PANEL SCHEDULES LF-24-XXX XXXXXXXX PANEL SCHEDULES XXXXXXXX PANEL SCHEDULES PANEL SCHEDULES 45 OF 45 E901 LF-24-XXX XXXXXXXX EXISTING PHOTOSOF 45 E901 LF-24-XXX XXXXXXXX EXISTING PHOTOSE901 LF-24-XXX XXXXXXXX EXISTING PHOTOSLF-24-XXX XXXXXXXX EXISTING PHOTOSXXXXXXXX EXISTING PHOTOSEXISTING PHOTOS
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PWD-MAINE
IN HOUSE DESIGN
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UTILITY NOTES:
UTILITY LOCATION NOTES EROSION CONTROL NOTES:
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DEPARTMENT OF THE NAVY
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SHEET
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PUBLIC WORKS DEPARTMENT - MAINE
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NAVAL SHIPYARD - PORTSMOUTH, NH
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DESIGN MANAGER
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FEAD/PM&E
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SYM
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DESCRIPTION
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DATE
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APPR
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ISSUE FOR BID
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WH
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PORTSMOUTH NAVAL SHIPYARD
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KITTERY, MAINE
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DE18-2329 DEMOLISH BULK FUEL FACILITY CUTLER
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CHRIS TARDIF
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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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WILLIAM HARKE
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DENNIS O'LEARY
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DENNIS O'LEARY
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CASEY HALLIDAY
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DRAWFORM REVISION: DECEMBER 2018
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JEFF HOYT
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UNCLASSIFIED
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UNCLASSIFIED
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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. PREVENT DEBRIS FROM ENTERING INLETS AND BASINS. PROVIDE AND MAINTAIN PREVENT DEBRIS FROM ENTERING INLETS AND BASINS. PROVIDE AND MAINTAIN INLET PROTECTION FOR THE DURATION OF THE WORK. INSPECT INLETS WEEKLY AND AFTER EACH STORM EVENT, AND REMOVE ACCUMULATED DEBRIS. CLEAN ALL STRUCTURES AT THE COMPLETION OF THE WORK. 10. WHERE ITEMS SUCH AS UTILITY STRUCTURES AND EARTHWORK MATERIALS ARE WHERE ITEMS SUCH AS UTILITY STRUCTURES AND EARTHWORK MATERIALS ARE INDICATED BY TYPE, SEE THE MEDOT STANDARD SPECIFICATIONS, HIGHWAY AND BRIDGES AND SUPPLEMENTARY STANDARD CONSTRUCTION DETAILS FOR CONSTRUCTION, LATEST EDITIONS.
AutoCAD SHX Text UTILITY LOCATIONS: : 1. THE CONTRACTOR MUST PROVIDE THE SERVICES OF A THIRD PARTY, THE CONTRACTOR MUST PROVIDE THE SERVICES OF A THIRD PARTY, QUALIFIED INDEPENDENT UTILITY LOCATING COMPANY/PERSON(S) (CANNOT BE THE GOVERNMENT'S UTILITY LOCATING FIRM) TO POSITIVELY IDENTIFY UNDERGROUND UTILITIES IN THE WORK AREA. THE THIRD PARTY INDEPENDENT LOCATING FIRM IS IN ADDITION TO THE PWD ME DIG SAFE PROCESS. 2. THE THIRD PARTY REVIEW MUST BE COMPLETED AFTER THE PWD ME DIG THE THIRD PARTY REVIEW MUST BE COMPLETED AFTER THE PWD ME DIG SAFE MARKING HAVE BEEN COMPLETED. ONCE THE THIRD PARTY LOCATE COMPANY HAS COMPLETED THEIR REVIEW OF THE EXCAVATION AREA AND THE GOVERNMENT MARKINGS ARE CONFIRMED, THE THIRD PARTY LOCATE COMPANY & CONTRACTOR MUST SIGN THE THIRD PARTY UTILITY LOCATE CERTIFICATION FORM AND SUBMIT THE FORM TO THE CONTRACTING OFFICER PRIOR TO COMMENCING EXCAVATION. IF THE THIRD PARTY LOCATE COMPANY FINDS ANY DISCREPANCIES WITH THE GOVERNMENT'S UTILITY MARKINGS, THE CONTRACTOR MUST NOTIFY THE CONTRACTING OFFICER IMMEDIATELY. UTILITY LOCATION VERIFICATION: : 1. PHYSICALLY VERIFY UNDERGROUND UTILITY LOCATIONS, INCLUDING UTILITY PHYSICALLY VERIFY UNDERGROUND UTILITY LOCATIONS, INCLUDING UTILITY DEPTH, BY HAND DIGGING USING WOOD OR FIBERGLASS HANDLED TOOLS WHEN ANY ADJACENT CONSTRUCTION WORK IS EXPECTED TO COME WITHIN 3 FEET OF THE UNDERGROUND SYSTEM. UTILITIES WITHIN AND UNDER CONCRETE, BITUMINOUS ASPHALT, AND OTHER IMPERVIOUS SURFACES: 1. UTILITIES LOCATED WITHIN AND UNDER CONCRETE SLABS OR PIER UTILITIES LOCATED WITHIN AND UNDER CONCRETE SLABS OR PIER STRUCTURES, BRIDGES, PARKING AREAS, AND THE LIKE, ARE EXTREMELY DIFFICULT TO IDENTIFY. WHENEVER CONTRACT WORK INVOLVES CHIPPING, SAW CUTTING, OR CORE DRILLING THROUGH CONCRETE, BITUMINOUS ASPHALT OR OTHER IMPERVIOUS SURFACES, THE EXISTING UTILITY LOCATION MUST BE COORDINATED WITH STATION UTILITY DEPARTMENTS IN ADDITION TO LOCATION AND DEPTH VERIFICATION BY A THIRD PARTY, INDEPENDENT, PRIVATE LOCATING COMPANY. THE THIRD PARTY, INDEPENDENT, PRIVATE LOCATING COMPANY MUST LOCATE UTILITY DEPTH BY USE OF GROUND PENETRATING RADAR (GPR), X-RAY, BORE SCOPE, OR ULTRASOUND PRIOR TO THE START OF DEMOLITION AND CONSTRUCTION. OUTAGES TO ISOLATE UTILITY SYSTEMS MUST BE USED IN CIRCUMSTANCES WHERE UTILITIES ARE UNABLE TO BE POSITIVELY IDENTIFIED. THE USE OF HISTORICAL DRAWINGS DOES NOT ALLEVIATE THE CONTRACTOR FROM MEETING THIS REQUIREMENT. 2. THE CONTRACTOR MUST ENSURE WORK IS CONDUCTED AND COMPLETED IN THE CONTRACTOR MUST ENSURE WORK IS CONDUCTED AND COMPLETED IN SUCH A MANNER TO ALLOW ACCESS FOR EMERGENCY RESPONSE VEHICLES THROUGHOUT THE CONSTRUCTION PERIOD.
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1. ALL SITE WORK CONDUCTED ON OR AFTER JANUARY 1, 2013 IN THE STATE ALL SITE WORK CONDUCTED ON OR AFTER JANUARY 1, 2013 IN THE STATE OF MAINE SHORELAND ZONE, INCLUDING ANY FILLING, EXCAVATION, LANDSCAPING, AND/OR OTHER EARTHWORK IN EXCESS OF ONE CUBIC YARD OF DISTURBANCE, MUST COMPLY WITH STATE OF MAINE REQUIREMENTS FOR CERTIFICATION IN EROSION AND SEDIMENTATION CONTROL PRACTICES. A CERTIFIED INDIVIDUAL MUST BE RESPONSIBLE FOR MANAGEMENT OF EROSION CONTROL PRACTICES AT THE SITE EACH DAY EARTH MOVING ACTIVITIES OCCUR. A CERTIFIED INDIVIDUAL IS REQUIRED TO VISIT THE SITE EVERY DAY TO ENSURE PROPER EROSION AND SEDIMENT CONTROL PRACTICES ARE FOLLOWED. AS AN ALTERNATIVE, THE CONTRACTOR MAY CHOOSE TO CONTRACT WITH A CERTIFIED INDIVIDUAL TO SUPERVISE THE CONTRACTORS WORK IN SHORELAND AREAS. UNDER THE STATE OF MAINE'S SHORELAND ZONING STATUES, THE PORTSMOUTH NAVAL SHIPYARD IS LOCATED ENTIRELY WITHIN THE STATE'S SHORELAND ZONE. 2. ALL EROSION AND SEDIMENT CONTROL MEASURES MUST BE DESIGNED IN ALL EROSION AND SEDIMENT CONTROL MEASURES MUST BE DESIGNED IN ACCORDANCE WITH THE MAINE EROSION AND SEDIMENTATION CONTROL HANDBOOK FOR CONSTRUCTION: BEST MANAGEMENT PRACTICES, LATEST EDITION. 3. ALL EROSION CONTROL MEASURES MUST BE INSTALLED PRIOR TO ANY SITE ALL EROSION CONTROL MEASURES MUST BE INSTALLED PRIOR TO ANY SITE EXCAVATION OR REGRADING. ALL DISTURBED AREAS ON THE SITE, NOT COVERED BY BUILDINGS OR PAVEMENT, MUST BE STABILIZED WITH LOAM, SEED AND MULCH, OR OTHER METHODS AS REQUIRED BY THE SITE SPECIFIC EROSION AND SEDIMENT CONTROL PLAN. 4. CONSTRUCTION MUST NOT BEGIN UNTIL ALL OF THE TEMPORARY EROSION AND CONSTRUCTION MUST NOT BEGIN UNTIL ALL OF THE TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES, HAVE BEEN INSTALLED.
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1. MAINTAIN TRAFFIC FLOW DURING THE PROGRESS OF THE WORK. A DETAILED MAINTAIN TRAFFIC FLOW DURING THE PROGRESS OF THE WORK. A DETAILED TRAFFIC CONTROL PLAN MUST BE SUBMITTED FOR REVIEW AND APPROVAL PRIOR TO CONSTRUCTION. 2. MAINTAIN EXISTING TRAFFIC CONTROL SIGNAGE AND INFORMATIONAL SIGNS MAINTAIN EXISTING TRAFFIC CONTROL SIGNAGE AND INFORMATIONAL SIGNS DURING THE PROCESS OF WORK. 3. PROVIDE TEMPORARY TRAFFIC CONTROL DEVICES. PROVIDE TEMPORARY TRAFFIC CONTROL DEVICES. 4. PROVIDE POST MOUNTED AND WALL MOUNTED TRAFFIC CONTROL AND PROVIDE POST MOUNTED AND WALL MOUNTED TRAFFIC CONTROL AND INFORMATION SIGNS IN ACCORDANCE WITH THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS, AS PUBLISHED BY THE FHWA.
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1. FIRE LANES SHALL BE A MINIMUM OF TWENTY (20) FEET IN WIDTH. FIRE LANES SHALL BE A MINIMUM OF TWENTY (20) FEET IN WIDTH. 2. FIRE LANES SHALL HAVE A MINIMUM OF THIRTEEN (13) FEET SIX (6) INCHES FIRE LANES SHALL HAVE A MINIMUM OF THIRTEEN (13) FEET SIX (6) INCHES NOMINAL VERTICAL CLEARANCE OVER THE FULL WIDTH OF THE FIRE LANE. 3. FIRE LANES SHALL HAVE A MINIMUM INSIDE TURN RADIUS SHALL BE FIRE LANES SHALL HAVE A MINIMUM INSIDE TURN RADIUS SHALL BE TWENTY-FIVE (25) FEET AND MINIMUM OUTSIDE TURN RADIUS SHALL BE FIFTY (50) FEET. 4. BLOCKING OF FIRE LANES IS EXPRESSLY PROHIBITED FOR ANY REASON BLOCKING OF FIRE LANES IS EXPRESSLY PROHIBITED FOR ANY REASON WITHOUT PRIOR WRITTEN APPROVAL BY THE CONTRACTING OFFICER AND FIRE DEPARTMENT. 5. THE CONTRACTOR MUST ENSURE WORK IS CONDUCTED AND COMPLETED IN THE CONTRACTOR MUST ENSURE WORK IS CONDUCTED AND COMPLETED IN SUCH A MANNER TO ALLOW ACCESS FOR EMERGENCY RESPONSE VEHICLES THROUGHOUT THE CONSTRUCTION PERIOD.
1. FIELD VERIFY EXISTING CONDITIONS AND DIMENSIONS PRIOR TO COMMENCING FIELD VERIFY EXISTING CONDITIONS AND DIMENSIONS PRIOR TO COMMENCING WORK AND REPORT ANY DISCREPANCIES TO THE CONTRACTING OFFICER. PROCEED ONLY AFTER DISCREPANCIES ARE RESOLVED BY THE CONTRACTING OFFICER. 2. WORK FROM GIVEN DIMENSIONS AND LARGE SCALE DETAILS ONLY. DO NOT SCALE WORK FROM GIVEN DIMENSIONS AND LARGE SCALE DETAILS ONLY. DO NOT SCALE DRAWINGS. 3. WORK INCLUDED IN THIS CONTRACT SHALL CONFORM TO STATE, FEDERAL, AND WORK INCLUDED IN THIS CONTRACT SHALL CONFORM TO STATE, FEDERAL, AND ALL OTHER CODES AND ORDINANCES THAT APPLY TO THIS PROJECT. CONTRACTOR MUST OBTAIN ALL REQUIRED PERMITS AND COMPLY WITH PERMIT APPROVAL CONDITIONS. 4. MAINTAIN BUILDING EGRESS PATHS DURING THE ENTIRE CONTRACT PERIOD. VERIFY MAINTAIN BUILDING EGRESS PATHS DURING THE ENTIRE CONTRACT PERIOD. VERIFY EGRESS PATHS WITH THE CONTRACTING OFFICER. 5. A WORK PLAN DEPICTING CONSTRUCTION SEQUENCES, MEANS, AND METHODS A WORK PLAN DEPICTING CONSTRUCTION SEQUENCES, MEANS, AND METHODS SHALL BE SUBMITTED BY THE CONTRACTOR AND APPROVED BY THE CONTRACTING OFFICER PRIOR TO COMMENCING WORK. 6. COORDINATE ALLOWABLE ON-SITE WORK HOURS AND WEEKLY WORK SCHEDULE COORDINATE ALLOWABLE ON-SITE WORK HOURS AND WEEKLY WORK SCHEDULE WITH THE CONTRACTING OFFICER. 7. DURING THE ENTIRE CONTRACT DURATION, MAINTAIN THE CONSTRUCTION SITE IN DURING THE ENTIRE CONTRACT DURATION, MAINTAIN THE CONSTRUCTION SITE IN A NEAT, CLEAN, SAFE, AND SECURE CONDITION. 8. DISPOSE OF AND/OR RECYCLE CONSTRUCTION DEBRIS FROM THE PROJECT AS DISPOSE OF AND/OR RECYCLE CONSTRUCTION DEBRIS FROM THE PROJECT AS REQUIRED BY THE GOVERNMENT. OBTAIN REQUIRED DISPOSAL PERMITS AT NO ADDITIONAL COST TO THE GOVERNMENT, 9. COMPONENTS INDICATED ON THE DRAWINGS MUST BE PROVIDED BY THE COMPONENTS INDICATED ON THE DRAWINGS MUST BE PROVIDED BY THE CONTRACTOR UNLESS NOTED OTHERWISE. 10. WORK MUST BE PROVIDED IN COMPLIANCE WITH INDUSTRIES' STANDARDS AND WORK MUST BE PROVIDED IN COMPLIANCE WITH INDUSTRIES' STANDARDS AND MANUFACTURER'S RECOMMENDATIONS AND MUST BE PERFORMED IN A WORKMANLIKE AND PROFESSIONAL MANNER. 11. ACCESS TO THIS SECURED FACILITY IS CONTROLLED. COORDINATE MATERIAL ACCESS TO THIS SECURED FACILITY IS CONTROLLED. COORDINATE MATERIAL DELIVERIES, HAUL ROUTES, AND WORK SCHEDULE WITH THE CONTRACTING OFFICER. 12. COORDINATE ALLOWABLE MATERIAL AND EQUIPMENT LAYDOWN, STORAGE, AND COORDINATE ALLOWABLE MATERIAL AND EQUIPMENT LAYDOWN, STORAGE, AND STAGING AREAS WITH SHEET GI101 AND THE CONTRACTING OFFICER. THE CONTRACTOR SHALL ASSUME ALL OTHER AREAS WILL NOT BE AVAILABLE. 13. WHERE CONFLICTS OCCUR WITHIN THE DOCUMENTS OR BETWEEN THE DOCUMENTS WHERE CONFLICTS OCCUR WITHIN THE DOCUMENTS OR BETWEEN THE DOCUMENTS AND CODES, INDUSTRY STANDARDS, OR MANUFACTURER'S RECOMMENDATIONS, THE MORE STRINGENT REQUIREMENT, AS DETERMINED BY THE CONTRACTING OFFICER, SHALL APPLY. 14. ALL MATERIALS WITHIN AND NEAR THE WORK AREA MUST BE INSPECTED BY THE ALL MATERIALS WITHIN AND NEAR THE WORK AREA MUST BE INSPECTED BY THE CONTRACTOR'S QUALIFIED HAZARDOUS MATERIALS INSPECTOR. THE CONTRACTOR'S INSPECTOR MUST SAMPLE AND TEST ANY MATERIALS WITHIN AND NEAR THE WORK AREA THAT MAY CONTAIN HAZARDOUS MATERIALS INCLUDING, BUT NOT LIMITED TO, ASBESTOS, PCBs, AND/OR HEAVY METALS. 15. HAZARDOUS MATERIALS DISTURBED BY THIS PROJECT SHALL BE MANAGED AND HAZARDOUS MATERIALS DISTURBED BY THIS PROJECT SHALL BE MANAGED AND REMOVED BY THE CONTRACTOR IN ACCORDANCE WITH NAVFAC NORTHERN SITES REQUIREMENTS AND FEDERAL, STATE, AND LOCAL REGULATIONS. THE CONTRACTOR SHALL OBTAIN PERMITS AND LICENSES REQUIRED FOR THE CONTRACTOR'S REMOVAL, TRANSPORT, AND DISPOSAL OF ANY ASBESTOS, LEAD, OR OTHER HAZARDOUS CONTAINING MATERIALS AND DEBRIS. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING THE APPROPRIATE MEANS AND METHODS FOR WORK NEAR HAZARDOUS MATERIALS THAT ARE NOT DISTURBED BY THIS PROJECT. 16. ASSUME ALL PAINTED COATINGS CONTAIN LEAD. COMPLY WITH EPA LEAD-SAFE ASSUME ALL PAINTED COATINGS CONTAIN LEAD. COMPLY WITH EPA LEAD-SAFE WORK PRACTICES AND REGULATIONS. 17. REPORT ALL SPILLS AND LEAKS OF OIL OR OTHER HAZARDOUS SUBSTANCES. (IE 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 AND BILL SUCH COSTS TO THE CONTRACTOR. 18. NO DEVIATIONS FROM THE CONTRACT DOCUMENTS ARE PERMITTED, UNLESS NO DEVIATIONS FROM THE CONTRACT DOCUMENTS ARE PERMITTED, UNLESS APPROVED BY THE CONTRACTING OFFICER. 19. WORK MAY BE INTERRUPTED DUE TO OPERATIONAL REQUIREMENTS OF THE NAVY. WORK MAY BE INTERRUPTED DUE TO OPERATIONAL REQUIREMENTS OF THE NAVY. CEASE WORK OPERATIONS WHEN DIRECTED BY THE CONTRACTING OFFICER AND RESUME WORK OPERATIONS ONLY WHEN DIRECTED BY THE CONTRACTING OFFICER. 20. PROVIDE DUMPSTERS WITH COVERS TO PREVENT DEBRIS FROM BLOWING AROUND PROVIDE DUMPSTERS WITH COVERS TO PREVENT DEBRIS FROM BLOWING AROUND THE JOB SITE. KEEP COVERS SHUT EXCEPT WHEN LOADING DEBRIS. 21. RESTORE GROUND VEGETATION AND TOPSOIL IN AREAS DISTURBED DURING THE RESTORE GROUND VEGETATION AND TOPSOIL IN AREAS DISTURBED DURING THE WORK AS DIRECTED BY THE CONTRACTING OFFICER. 22. THE PROJECT SITE CONTAINS HISTORIC AND/OR CULTURALLY SIGNIFICANT THE PROJECT SITE CONTAINS HISTORIC AND/OR CULTURALLY SIGNIFICANT STRUCTURES AND LANDSCAPE FEATURES. DEVIATIONS FROM THE CONTRACT DOCUMENTS MAY REQUIRE ADDITIONAL CONSULTATION WITH THE STATE OF MAINE HISTORIC PRESERVATION OFFICE. 23. STORAGE OF MATERIALS AND OPERATION OF HEAVY EQUIPMENT IS NOT PERMITTED STORAGE OF MATERIALS AND OPERATION OF HEAVY EQUIPMENT IS NOT PERMITTED OVER EXISTING UTILITIES, PIPES, CONDUITS, DUCT BANKS, MANHOLES, INLETS, TRENCHES, AND TUNNELS. UTILITIES NOT SHOWN ON THE CONTRACT DOCUMENTS 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. 24. PREVENT DEBRIS FROM ENTERING INLETS AND BASINS. PROVIDE AND MAINTAIN PREVENT DEBRIS FROM ENTERING INLETS AND BASINS. PROVIDE AND MAINTAIN INLET PROTECTION FOR THE DURATION OF THE WORK. INSPECT INLETS WEEKLY AND AFTER EACH STORM EVENT, AND REMOVE ACCUMULATED DEBRIS. CLEAN ALL STRUCTURES AT THE COMPLETION OF THE WORK. 25. CONTRACTOR IS REQUIRED TO PROVIDE ALL PERSONNEL FALL AND HAZMAT CONTRACTOR IS REQUIRED TO PROVIDE ALL PERSONNEL FALL AND HAZMAT PROTECTION EQUIPMENT AND TRAINING. FALL AND HAZMAT PROTECTION MUST BE IN ACCORDANCE WITH OSHA AND EM 385-1-1 REQUIREMENTS. 26. CONTRACTOR SHALL PROVIDE A SITE SAFETY AND HEALTH OFFICER (SSHO) THAT CONTRACTOR SHALL PROVIDE A SITE SAFETY AND HEALTH OFFICER (SSHO) THAT SUPERVISES ALL ON-SITE ACTIVITIES. THE SSHO SHALL BE A QUALIFIED COMPETENT PERSON THAT IS RESPONSIBLE FOR ON-SITE SAFETY AND HEALTH. ALL WORK SHALL BE IN ACCORDANCE WITH EM 385 AND OSHA REQUIREMENTS.
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DEPARTMENT OF THE NAVY
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SHEET
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NAVAL SHIPYARD - PORTSMOUTH, NH
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DESIGN MANAGER
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FEAD/PM&E
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PORTSMOUTH NAVAL SHIPYARD
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KITTERY, MAINE
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DE18-2329 DEMOLISH BULK FUEL FACILITY CUTLER
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CHRIS TARDIF
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WILLIAM HARKE
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CASEY HALLIDAY
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DRAWFORM REVISION: DECEMBER 2018
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JEFF HOYT
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CONCRETE JERSEY BARRIER
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PORTABLE CONSTRUCTION FENCE
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JERSEY BARRIER WITH CONSTRUCTION FENCE
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1. ALL BARRIERS AND SIGNAGE SHALL MEET THE REQUIREMENTS OF ALL BARRIERS AND SIGNAGE SHALL MEET THE REQUIREMENTS OF EM-385-1-1 2. PROVIDE MINIMUM CLASS 2 CONSTRUCTION BARRIER AROUND PROVIDE MINIMUM CLASS 2 CONSTRUCTION BARRIER AROUND PERIMETER OF CONSTRUCTION AREA. CLASS 1 SHALL BE USED TO CREATE A PERIMETER AROUND THE OIL WATER SEPARATOR AND PIVS ON SHEET CD101. 3. CONSTRUCTION BARRIER SIGNS SHALL BE POSTED MINIMUM 150 FEET CONSTRUCTION BARRIER SIGNS SHALL BE POSTED MINIMUM 150 FEET AROUND PERIMETER OF CONSTRUCTION AREA. 4. CONTRACTOR SHALL COORDINATE LAYOUT AND OPENING IN FIELD WITH CONTRACTOR SHALL COORDINATE LAYOUT AND OPENING IN FIELD WITH CM/ET. 5. BARRIER LAYOUT SHALL NOT BE CHANGED WITHOUT PRIOR APPROVAL BARRIER LAYOUT SHALL NOT BE CHANGED WITHOUT PRIOR APPROVAL OF CM/ET. 6. IF AT ANYTIME IT IS DETERMINED THAT THE RISK TO THE PUBLIC IF AT ANYTIME IT IS DETERMINED THAT THE RISK TO THE PUBLIC CHANGES BASED ON THE CONTRACTORS WORK, THE CONTRACTOR SHALL TAKE IMMEDIATE ACTION TO ADDRESS ANY RISK TO THE PUBLIC.
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PUBLIC WORKS DEPARTMENT - MAINE
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NAVAL SHIPYARD - PORTSMOUTH, NH
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CASEY HALLIDAY
AutoCAD SHX Text EROSION CONTROL NOTES A. GENERAL NOTES GENERAL NOTES DURING CONSTRUCTION, AND THEREAFTER, EROSION CONTROL MEASURES ARE TO BE IMPLEMENTED AS NOTED. THE SMALLEST PRACTICAL AREA OF LAND SHALL BE EXPOSED AT ONE TIME DURING CONSTRUCTION. WHEN LAND IS EXPOSED DURING DEVELOPMENT, THE EXPOSURE SHALL BE KEPT AT A MAXIMUM OF 30 DAYS. EROSION AND SEDIMENT CONTROL PRACTICES INCLUDE THE USE OF THE FOLLOWING: SILT FENCE BARRIERS, TURF REINFORCEMENT MATTING, TEMPORARY CHECK DAMS, INLET PROTECTION, TEMPORARY CONSTRUCTION EXITS, TEMPORARY DIVERSION DIKES, SEDIMENT BASINS, AND PUMPED DISCHARGE SEDIMENT CONTROL DEVICES. CONTRACTOR SHALL DESIGNATE AN ENVIRONMENTAL MANAGER WHO SHALL BE RESPONSIBLE FOR INSPECTING ALL INSTALLED EROSION CONTROL MEASURES, MONITORING THEIR EFFECTIVENESS, AND TO ASSESS RE-VEGETATION PROGRESS. SUBMIT EROSION AND SEDIMENT CONTROL INSPECTION REPORTS TO THE CONTRACTING OFFICER ONCE EVERY 7 CALENDAR DAYS AND BEFORE AND AFTER (24 HOURS) A STORM EVENT PRIOR TO PERMANENT STABILIZATION. EROSION AND SEDIMENT CONTROL MEASURES REQUIRING MODIFICATION OR REPAIRS, OR IF ADDITIONAL MEASURES ARE DEEMED NECESSARY MUST BE COMPLETED WITHIN 7 DAYS AND PRIOR TO THE NEXT STORM EVENT. THE PLACEMENT OF SEDIMENT BARRIERS SHALL BE COMPLETED IN ACCORDANCE WITH GUIDELINES ESTABLISHED BY MEDEP STANDARDS AND IN ACCORDANCE WITH THE EROSION CONTROL PLAN AND DETAILS HEREIN. EROSION CONTROL MEASURES SHALL CONFORM TO THE LATEST REVISION MAINE EROSION AND SEDIMENT CONTROL BMPS, PUBLISHED BY BUREAU OF LAND AND WATER QUALITY MAINE DEPARTMENT OF ENVIRONMENTAL PROTECTION. CONTRACTOR SHALL PREPARE DETAILED SCHEDULE AND MARKED UP SITE PLAN INDICATING AREAS OF WORK AND DATES OF DISTURBANCE. EROSION CONTROL MEASURES SHALL REMAIN INSTALLED AND MAINTAINED UNTIL ALL EXPOSED SLOPES HAVE A MINIMUM 85% VIGOROUS PERENNIAL VEGETATIVE COVER. EROSION CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS OF PERMANENT VEGETATIVE STABILIZATION BEING ATTAINED. CONTRACTOR SHALL INSTALL ADDITIONAL MEASURES TO CONTROL EROSION AS IS NECESSARY GIVEN SITE AND WEATHER CONDITIONS. SITE ENTRANCES AND ADJACENT ROADWAYS SHALL BE PERIODICALLY SWEPT TO MINIMIZE TRACKING OF SEDIMENT AND DEBRIS. ALL CATCH BASINS AND DRAINAGE INLETS SUBJECT TO RUNOFF FROM PROJECT SITE SHALL BE CLEANED AFTER THE SITE HAS BEEN FULLY STABILIZED. KEEP DUST DOWN AT ALL TIMES, INCLUDING DURING NONWORKING PERIODS. SPRINKLE OR TREAT, WITH DUST SUPPRESSANTS, THE SOIL AT THE SITE, HAUL ROADS, AND OTHER AREAS DISTURBED BY OPERATIONS. DRY POWER BROOMING WILL NOT BE PERMITTED. INSTEAD, USE VACUUMING, WET MOPPING, WET SWEEPING, OR WET POWER BROOMING. PROVIDE TEMPORARY STABILIZATION FOR DISTURBED AREAS NOT TO BE WORKED UPON WITHIN 14 DAYS OF DISTURBANCE OR PRIOR TO STORM EVENT. PERMANENTLY STABILIZE DISTURBED AREAS WITHIN 7 DAYS OF FINAL GRADING. HAY BALES ARE NOT AN APPROPRIATE EROSION AND SEDIMENT CONTROL DEVICE FOR PNSY. AS SUCH, THEIR USE WILL NOT BE PERMITTED. SOIL STOCKPILES SHALL BE MULCHED WITH HAY OR STRAW AT A RATE OF 75 LBS. PER 1000 S.F. OR WITH A 4" LAYER OF EROSION CONTROL MIX WITHIN 7 DAYS OF STOCKING. SMALL STOCKPILES SHALL BE COVERED WITH A TARP.
AutoCAD SHX Text
3. PERMANENT SEEDING, TURF REINFORCEMENT MATTING, AND EROSION CONTROL BLANKET: PERMANENT SEEDING, TURF REINFORCEMENT MATTING, AND EROSION CONTROL BLANKET: (D) SITE PREPARATION - INSTALL NEEDED SURFACE WATER CONTROL MEASURES PRIOR SITE PREPARATION - INSTALL NEEDED SURFACE WATER CONTROL MEASURES PRIOR TO SEEDING. GRADE TO PERMIT USE OF CONVENTIONAL EQUIPMENT FOR SEEDBED PREPARATION. PROVIDE ADEQUATE DRAINAGE WHERE INTERNAL WATER MOVEMENT MAY CAUSE SEEPS OR SLIPPAGE BEFORE SEEDING IS WELL ESTABLISHED. STONES LARGER THAN 2", TRASH, ROOTS AND OTHER DEBRIS THAT WILL INTERFERE WITH SEEDING AND FUTURE MAINTENANCE OF THE AREA SHALL BE REMOVED. (E) BEDDING - 4" OF LOAM SHALL BE SPREAD OVER DISTURBED AREAS AND BEDDING - 4" OF LOAM SHALL BE SPREAD OVER DISTURBED AREAS AND SMOOTHED TO A UNIFORM SURFACE. LOAM IS TO BE FREE OF SUBSOIL, CLAY, LUMPS, STONES AND OTHER OBJECTS OVER 1" IN DIAMETER, AND WITHOUT WEEDS, ROOTS OR OTHER OBJECTIONABLE MATERIAL. PERFORM ALL CULTURAL OPERATIONS AT RIGHT ANGLES TO THE SLOPE. (F) FERTILIZER - LIME AND FERTILIZER SHALL BE APPLIED EVENLY OVER THE AREA FERTILIZER - LIME AND FERTILIZER SHALL BE APPLIED EVENLY OVER THE AREA PRIOR TO OR AT THE TIME OF SEEDING AND INCORPORATED INTO THE SOIL. SOIL TESTS SHALL BE TAKEN AT THE TIME OF SOIL STRIPPING TO DETERMINE FERTILIZATION REQUIREMENTS. BASED UPON TEST RESULTS, SOIL AMENDMENTS WILL BE INCORPORATED INTO THE SOIL PRIOR TO FINAL SEEDING. IF FERTILIZER IS REQUIRED, IT SHALL BE WORKED INTO THE FULL 4" LAYER OF LOAM WITH PROPER EQUIPMENT. (G) SEED MIXTURE - SEEDING SHALL TAKE PLACE BETWEEN APRIL 1 AND SEPTEMBER SEED MIXTURE - SEEDING SHALL TAKE PLACE BETWEEN APRIL 1 AND SEPTEMBER 15. AN APPROPRIATE SEED MIXTURE IS AS FOLLOWS: SEED TYPE APPLICATION RATE APPLICATION RATE KENTUCKY BLUEGRASS 65 LBS/ACRE 65 LBS/ACRE RED FESCUE 39 LBS/ACRE 39 LBS/ACRE RED TOP 13 LBS/ACRE 13 LBS/ACRE PERENNIAL RYEGRASS 13 LBS/ACRE 13 LBS/ACRE TOTAL 130 LBS/ACRE 130 LBS/ACRE (H) MULCHING - MULCH SHALL BE USED ON ALL FRESHLY SEEDED AREAS. REFER TO MULCHING - MULCH SHALL BE USED ON ALL FRESHLY SEEDED AREAS. REFER TO TEMPORARY MULCHING GUIDELINES. (I) HYDROSEEDING - SHALL BE CONDUCTED ON SLOPES STEEPER THAN 2H:1V. LIME HYDROSEEDING - SHALL BE CONDUCTED ON SLOPES STEEPER THAN 2H:1V. LIME AND FERTILIZER MAY BE APPLIED SIMULTANEOUSLY WITH THE SEED. RECOMMENDED SEEDING RATES MUST BE INCREASED BY 10% WHEN HYDROSEEDING. (J) SODDING - SODDING SHALL BE PLACED WHERE IT IS DESIRABLE TO RAPIDLY SODDING - SODDING SHALL BE PLACED WHERE IT IS DESIRABLE TO RAPIDLY ESTABLISH COVER ON A DISTURBED AREA. SODDING AN AREA MAY BE SUBSTITUTED FOR PERMANENT SEEDING PROCEDURES ANYWHERE ON SITE. BED PREPARATION, FERTILIZING, AND PLACEMENT. OF SOD SHALL BE PERFORMED ACCORDING TO THE USEPA-BMP. SODDING IS RECOMMENDED FOR STEEP SLOPED AREAS, AREAS IMMEDIATELY ADJACENT TO SENSITIVE WATER COURSES, EASILY ERODIBLE SOILS (FINE SAND/SILT) ETC. (K) TURF REINFORCEMENT MATTING AND EROSION CONTROL BLANKETS SHALL BE TURF REINFORCEMENT MATTING AND EROSION CONTROL BLANKETS SHALL BE INSTALLED ON THE BASE OF GRASS WATERWAYS, SLOPES STEEPER THAN 15%, AND ANY DISTURBED SOIL WITHIN 100 FEET OF LAKES, PONDS, RIVERS, STREAMS AND WETLAND AREAS. C. STRUCTURAL MEASURES STRUCTURAL MEASURES SILT SCREEN FENCES: SILT SCREEN FENCES SHALL BE INSTALLED IN THE AREAS SHOWN ON THE DRAWINGS. THEY ARE INTENDED PRIMARILY TO INTERCEPT AND FILTER SMALL VOLUMES OF "SHEET FLOWING" RUNOFF, OR AS SEDIMENT TRAPS IN SMALL SWALES. SILT SCREEN FENCES WILL FUNCTION 6 MONTHS OR LONGER IF KEPT FREE OF SEDIMENT ACCUMULATIONS (SEE DETAILS FOR ADDITIONAL INFORMATION). SWALES: TEMPORARY AND/OR PERMANENT SWALES SHALL BE INSTALLED AS SHOWN ON THE DRAWINGS. SWALES ARE USED TO CONVERT SHEET FLOW TO CHANNEL FLOW AND CONVEY THE RUNOFF TO A PERMANENT CHANNEL, STORM DRAIN, OR DETENTION/SEDIMENT STRUCTURE. SWALES ARE INTENDED TO INTERCEPT RUNOFF AND DIVERT IT FROM EXPOSED OR NEWLY SEEDED AREAS TOWARD AN ACCEPTABLE OUTLET (GRASS SWALES, SEDIMENTATION POND, ETC.) OR TO REDUCE THE VELOCITY OF RUNOFF FLOWING DOWN FROM A DRAINAGE AREA. D. MAINTENANCE MAINTENANCE DURING THE PERIOD OF CONSTRUCTION AND/OR UNTIL LONG TERM VEGETATION IS ESTABLISHED: 1. SEEDED AREAS SHALL BE FERTILIZED. MULCHED, AND SHALL BE SEEDED TO INSURE NEGATIVE SEEDED AREAS SHALL BE FERTILIZED. MULCHED, AND SHALL BE SEEDED TO INSURE NEGATIVE ESTABLISHMENT. 2. ALL DIVERSION CHANNELS AND SWALES SHALL BE CHECKED WEEKLY AND REPAIRED UNTIL ALL DIVERSION CHANNELS AND SWALES SHALL BE CHECKED WEEKLY AND REPAIRED UNTIL ADEQUATE VEGETATION IS ESTABLISHED. 3. ALL SILT SCREEN FENCES SHALL BE CHECKED WEEKLY. REPAIRS SHALL BE MADE TO CORRECT ALL SILT SCREEN FENCES SHALL BE CHECKED WEEKLY. REPAIRS SHALL BE MADE TO CORRECT UNDERMINING OR DETERIORATION OF THE BARRIERS.
AutoCAD SHX Text E. WINTER CONSTRUCTION WINTER CONSTRUCTION "WINTER CONSTRUCTION" IS CONSTRUCTION ACTIVITY PERFORMED DURING THE PERIOD FROM NOVEMBER 1 THROUGH APRIL 15. IF DISTURBED AREAS ARE NOT STABILIZED WITH PERMANENT MEASURES BY NOVEMBER 1 OR IF NEW SOIL DISTURBANCE OCCURS AFTER NOVEMBER 1, BUT BEFORE APRIL 15, THEN THESE AREAS MUST BE PROTECTED AND RUNOFF FROM THEM MUST BE CONTROLLED BY ADDITIONAL MEASURES AND RESTRICTIONS. WINTER EROSION CONTROL MEASURES SHALL CONFORM TO MAINE EROSION AND SEDIMENT CONTROL BMPS SECTION A-3. WINTER EXCAVATION AND EARTHWORK SHALL BE COMPLETED SUCH THAT NO MORE THAN 1 ACRE OF THE SITE IS WITHOUT STABILIZATION AT ANY ONE TIME. LIMIT THE EXPOSED AREA TO THOSE AREAS IN WHICH WORK IS TO OCCUR DURING THE FOLLOWING 15 DAYS AND THAT CAN BE MULCHED IN ONE DAY PRIOR TO ANY SNOW EVENT. DISTURBED SOILS - BY SEPTEMBER 15 THE CONTRACTOR SHALL SEED AND MULCH ALL DISTURBED SOILS ON THE SITE. IF THE CONTRACTOR FAILS TO STABILIZE THESE SOILS BY THIS DATE, THE CONTRACTOR SHALL TAKE ONE OF THE FOLLOWING ACTIONS TO STABILIZE THE SOIL FOR LATE FALL AND WINTER: 1. STABILIZE THE SOIL WITH TEMPORARY VEGETATION - BY OCTOBER 1 THE CONTRACTOR SHALL STABILIZE THE SOIL WITH TEMPORARY VEGETATION - BY OCTOBER 1 THE CONTRACTOR SHALL - BY OCTOBER 1 THE CONTRACTOR SHALL SEED THE DISTURBED SOIL WITH WINTER RYE AT A SEEDING RATE OF 3 POUNDS PER 1000 SQUARE FEET. LIGHTLY MULCH THE SEEDED SOIL WITH HAY OR STRAW AT 75 POUNDS PER 1000 SQUARE FEET, AND ANCHOR THE MULCH WITH PLASTIC NETTING. THE CONTRACTOR SHALL MONITOR GROWTH OF THE RYE OVER THE NEXT 30 DAYS. IF THE RYE FAILS TO GROW AT LEAST THREE INCHES OR FAILS TO COVER AT LEAST 75% OF THE DISTURBED SOIL BEFORE NOVEMBER 15, THEN THE CONTRACTOR SHALL MULCH THE AREA FOR OVER-WINTER PROTECTION AS DESCRIBED IN THE "STABILIZE THE SOIL WITH MULCH" SECTION BELOW . . 2. STABILIZE THE SOIL WITH SOD - THE CONTRACTOR SHALL STABILIZE THE DISTURBED SOIL WITH STABILIZE THE SOIL WITH SOD - THE CONTRACTOR SHALL STABILIZE THE DISTURBED SOIL WITH - THE CONTRACTOR SHALL STABILIZE THE DISTURBED SOIL WITH PROPERLY INSTALLED SOD BY OCTOBER 1. PROPER INSTALLATION INCLUDES PINNING THE SOD ONTO THE SOIL WITH WIRE PINS, ROLLING THE SOD TO GUARANTEE CONTACT BETWEEN THE SOD AND UNDERLYING SOIL AND WATERING THE SOD TO PROMOTE ROOT GROWTH INTO HE DISTURBED SOIL. 3.
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