Attch 5_Drawings B7 Electrical Svc - Signed.pdf

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G0017-20-136

KITTERY, ME

PORTSMOUTH NAVAL SHIPYARD

PWD-MAINE

IN HOUSE DESIGN

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DEPARTMENT OF THE NAVY

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SHEET

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NAVFAC DRAWING NO.

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NAVAL FACILITIES ENGINEERING COMMAND

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SATISFACTORY TO

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APPROVED

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ACTIVITY

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DATE

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SEAL

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OF

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EPROJECT NO.:

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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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PROJECT MANAGER

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FEAD/PM&E

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FIRE PROTECTION

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BUILDING 7 - ELECTRICAL SERVICE UPGRADE

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LIST OF DRAWINGS

AutoCAD SHX Text SHEET PWD-ME NAVFAC DRAWING PWD-ME NAVFAC DRAWING NAVFAC DRAWING DRAWING SHEET NO. NO. DWG. NO. TITLE NO. NO. DWG. NO. TITLE NO. DWG. NO. TITLE DWG. NO. TITLE TITLE 1 OF 14 G001 7-20-136 12812072 TITLE SHEET G001 7-20-136 12812072 TITLE SHEET 7-20-136 12812072 TITLE SHEET 12812072 TITLE SHEET TITLE SHEET 2 OF 14 G002 7-20-137 12812073 GENERAL NOTES G002 7-20-137 12812073 GENERAL NOTES 7-20-137 12812073 GENERAL NOTES 12812073 GENERAL NOTES GENERAL NOTES 3 OF 14 G003 7-20-138 12812074 GENERAL CONSTRUCTION BARRIER DETAILS AND NOTES G003 7-20-138 12812074 GENERAL CONSTRUCTION BARRIER DETAILS AND NOTES 7-20-138 12812074 GENERAL CONSTRUCTION BARRIER DETAILS AND NOTES 12812074 GENERAL CONSTRUCTION BARRIER DETAILS AND NOTES GENERAL CONSTRUCTION BARRIER DETAILS AND NOTES 4 OF 14 G004 7-20-139 12812075 LAYDOWN AREA G004 7-20-139 12812075 LAYDOWN AREA 7-20-139 12812075 LAYDOWN AREA 12812075 LAYDOWN AREA LAYDOWN AREA 5 OF 14 CG001 7-20-140 12812076 GENERAL EROSION CONTROL NOTES CG001 7-20-140 12812076 GENERAL EROSION CONTROL NOTES 7-20-140 12812076 GENERAL EROSION CONTROL NOTES 12812076 GENERAL EROSION CONTROL NOTES GENERAL EROSION CONTROL NOTES 6 OF 14 CG501 7-20-141 12812077 EROSION CONTROL DETAILS CG501 7-20-141 12812077 EROSION CONTROL DETAILS 7-20-141 12812077 EROSION CONTROL DETAILS 12812077 EROSION CONTROL DETAILS EROSION CONTROL DETAILS 7 OF 14 E001 7-20-142 12812078 GENERAL ELECTRICAL NOTES E001 7-20-142 12812078 GENERAL ELECTRICAL NOTES 7-20-142 12812078 GENERAL ELECTRICAL NOTES 12812078 GENERAL ELECTRICAL NOTES GENERAL ELECTRICAL NOTES 8 OF 14 E101 7-20-143 12812079 BUILDING 72 - ELECTRICAL FLOOR PLANS E101 7-20-143 12812079 BUILDING 72 - ELECTRICAL FLOOR PLANS 7-20-143 12812079 BUILDING 72 - ELECTRICAL FLOOR PLANS 12812079 BUILDING 72 - ELECTRICAL FLOOR PLANS BUILDING 72 - ELECTRICAL FLOOR PLANS 9 OF 14 E102 7-20-144 12812080 UTILITY SITE PLAN E102 7-20-144 12812080 UTILITY SITE PLAN 7-20-144 12812080 UTILITY SITE PLAN 12812080 UTILITY SITE PLAN UTILITY SITE PLAN 10 OF 14 E103 7-20-145 12812081 ELECTRICAL DETAILS E103 7-20-145 12812081 ELECTRICAL DETAILS 7-20-145 12812081 ELECTRICAL DETAILS 12812081 ELECTRICAL DETAILS ELECTRICAL DETAILS 11 OF 14 E104 7-20-146 12812082 BUILDING 7 - ELECTRICAL FLOOR PLANS E104 7-20-146 12812082 BUILDING 7 - ELECTRICAL FLOOR PLANS 7-20-146 12812082 BUILDING 7 - ELECTRICAL FLOOR PLANS 12812082 BUILDING 7 - ELECTRICAL FLOOR PLANS BUILDING 7 - ELECTRICAL FLOOR PLANS 12 OF 14 E105 7-20-147 12812083 BUILDING 7 - ELECTRICAL FLOOR PLANS E105 7-20-147 12812083 BUILDING 7 - ELECTRICAL FLOOR PLANS 7-20-147 12812083 BUILDING 7 - ELECTRICAL FLOOR PLANS 12812083 BUILDING 7 - ELECTRICAL FLOOR PLANS BUILDING 7 - ELECTRICAL FLOOR PLANS 13 OF 14 E106 7-20-148 12812084 DEMOLISH UTILITY SITE PLAN AND INTERIOR ELEVATIONS E106 7-20-148 12812084 DEMOLISH UTILITY SITE PLAN AND INTERIOR ELEVATIONS 7-20-148 12812084 DEMOLISH UTILITY SITE PLAN AND INTERIOR ELEVATIONS 12812084 DEMOLISH UTILITY SITE PLAN AND INTERIOR ELEVATIONS DEMOLISH UTILITY SITE PLAN AND INTERIOR ELEVATIONS 14 OF 14 E107 7-20-149 12812085 BUILDING 7 - NEW FEEDERE107 7-20-149 12812085 BUILDING 7 - NEW FEEDER7-20-149 12812085 BUILDING 7 - NEW FEEDER12812085 BUILDING 7 - NEW FEEDERBUILDING 7 - NEW FEEDER

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WORK LOCATION

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TITLE SHEET

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SYM

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DESCRIPTION

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DATE

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APPR

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MM/DD/YYYY

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LAUNCH RAMP

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NOT TO SCALE

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SITE PLAN

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PASS

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OFFICE

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PW-MAINE

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OFFICE

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NFA100000493192

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NFA100000493940

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KITTERY

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PORTSMOUTH

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U.S.NAVAL

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ACTIVITIES

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PORTSMOUTH

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HARBOR

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MAINE

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NEW HAMPSHIRE

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PISCATAQUA RIVER

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RT.1 BYPASS

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SCALE: YARDS

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VICINITY MAP

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MA.

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VT.

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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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AUGUSTA

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PORTLAND

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SCALE: MILES

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AREA MAP

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DETAIL IS REFERENCED

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SECTION IS REFERENCED

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ELEVATION IS REFERENCED

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ELEVATION, SECTION OR DETAIL SYMBOLS

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DETAIL

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SECTION

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SHEET NUMBER WHERE

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DETAIL LETTER OR NUMBER

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REFERENCES

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ADDITIONAL SHEET

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SHEET NUMBER WHERE

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REFERENCES

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ADDITIONAL SHEET

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INDICATES DIRECTION

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OF CUTTING PLANE

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ELEVATION LETTER OR NUMBER

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REFERENCES

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ADDITIONAL SHEET

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ELEVATION

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SHEET NUMBER WHERE

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SECTION LETTER OR NUMBER

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OF CUTTING PLANE

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INDICATES DIRECTION

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PORTSMOUTH NAVAL SHIPYARD

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KITTERY, MAINE

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BUILDING 7 - ELECTRICAL SERVICE UPGARDE

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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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JEFF HOYT

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TIM O'CONNELL

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TIM O'CONNELL

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UNCLASSIFIED

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UNCLASSIFIED

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UNCLASSIFIED

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DRAWFORM REVISION: DECEMBER 2018

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G0027-20-137

PWD-MAINE

IN HOUSE DESIGN

GENERAL NOTES EROSION CONTROL NOTES:

TRAFFIC NOTES:

UTILITY NOTES: CONSTRUCTION NOTES:

SEQUENCE OF WORK

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DEPARTMENT OF THE NAVY

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SHEET

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NAVFAC DRAWING NO.

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NAVAL FACILITIES ENGINEERING COMMAND

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SATISFACTORY TO

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APPROVED

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ACTIVITY

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DATE

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FOR COMMANDER NAVFAC

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SEAL

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OF

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EPROJECT NO.:

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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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PROJECT MANAGER

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FEAD/PM&E

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FIRE PROTECTION

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GENERAL NOTES

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PORTSMOUTH NAVAL SHIPYARD

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KITTERY, MAINE

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BUILDING 7 - ELECTRICAL SERVICE UPGARDE

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CHRIS TARDIF

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DESIGNER

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1. PLANS HAVE BEEN COMPILED FROM EXISTING RECORD PLANS, ON-SITE FIELD PLANS HAVE BEEN COMPILED FROM EXISTING RECORD PLANS, ON-SITE FIELD SURVEY AND OBSERVATION. 2. EXISTING CONDITION CONTOURS SHOWN DEVELOPED BY AERIAL MAPPING EXISTING CONDITION CONTOURS SHOWN DEVELOPED BY AERIAL MAPPING PERFORMED BY AERIAL SURVEY & PHOTO, NORRIDGEWOCK, MAINE, JULY 27, 2001 AND REFERENCE PNSY VERTICAL DATUM MLLW = 96.779 (NAVD 88 00.00). SEE "TOPOGRAPHIC PLAN OF THE PORTSMOUTH NAVAL SHIPYARD KITTERY, MAINE FOR TETRA TECH NUS" DATED 11-22-02. 3. VERTICAL DATUM: NAVD 88. VERTICAL DATUM: NAVD 88. 4. HORIZONTAL DATUM: MAINE STATE COORDINATES. WEST ZONE NAD 83. HORIZONTAL DATUM: MAINE STATE COORDINATES. WEST ZONE NAD 83. 5. PORTSMOUTH NAVAL SHIPYARD GROUND CONTROL ESTABLISHED BY CIVIL PORTSMOUTH NAVAL SHIPYARD GROUND CONTROL ESTABLISHED BY CIVIL CONSULTANTS, SOUTH BERWICK MAINE FEBRUARY 2002. 6. UNLESS OTHERWISE NOTED, ALL EXISTING FEATURES DESIGNATED ON THE UNLESS OTHERWISE NOTED, ALL EXISTING FEATURES DESIGNATED ON THE PLANS TO REMAIN INCLUDING, BUT NOT LIMITED TO, TREES, SIGNS, SIGN POSTS, CURBS, SIDEWALKS AND BACK OF SIDEWALK FEATURES MUST BE VERIFIED, LOCATED, AND PROTECTED DURING ALL PHASES OF CONSTRUCTION. 7. SURVEY CONTROL BOUNDS AND STREET LINE MONUMENTATION MUST NOT BE SURVEY CONTROL BOUNDS AND STREET LINE MONUMENTATION MUST NOT BE DISTURBED DURING THE COURSE OF WORK AND MUST BE PROTECTED. SHOULD ANY BOUND BE DISTURBED, THE CONTRACTOR MUST HIRE, AT HIS OWN EXPENSE, A PROFESSIONAL LAND SURVEYOR LICENSED IN THE STATE OF MAINE TO REPLACE AND / OR RESET THE BOUND TO ITS ORIGINAL POSITION. 8. SALVAGED ITEMS ARE TO BECOME THE PROPERTY OF THE GOVERNMENT. SALVAGED ITEMS ARE TO BECOME THE PROPERTY OF THE GOVERNMENT. 9. FEATURES MAY BE SHOWN WITHIN THE LIMIT OF WORK THAT ARE NOT FEATURES MAY BE SHOWN WITHIN THE LIMIT OF WORK THAT ARE NOT EXPLICITLY CALLED OUT FOR REMOVAL OR DEMOLITION. DEMOLISH ALL FEATURES WITHIN THE LIMIT OF WORK REQUIRED TO COMPLETE THE WORK OF THE PROJECT. 10. PREVENT ANY DISTURBANCE OR DAMAGE TO ADJACENT PROPERTIES. PREVENT ANY DISTURBANCE OR DAMAGE TO ADJACENT PROPERTIES. 11. YELLOW PLASTIC: YELLOW PLASTIC: DO NOT USE YELLOW OR ORANGE-YELLOW COLORED MATERIALS FOR THE FOLLOWING PURPOSES: PROTECTIVE CLOTHING, HOODS, SHEETING, TARPS, POLYETHYLENE BOTTLES OR OTHER CONTAINERS, TAPES, BAGS, BANDING, IDENTIFICATION MARKS ON TOOLS, BOUNDARY MARKERS, RIBBONS, VENT DUCTS, ETC. CONTRACTOR GENERATED YELLOW COLORED WASTE MUST BE DISPOSED OF BY THE CONTRACTOR OFF-YARD. SHIPYARD REFUSE CONTAINERS MUST NOT BE USED FOR THE DISPOSAL OF YELLOW COLORED WASTE MATERIALS. YELLOW COLORED ITEMS SUCH AS DESCRIBED ABOVE ARE OF SPECIAL SIGNIFICANCE WITHIN THE SHIPYARD AND ARE SUBJECT TO STRICT CONTROLS. YELLOW COLORED CONTRACT GENERATED DEBRIS MUST BE BAGGED IN NON-TRANSLUCENT CONTAINERS, AND PROMPTLY REMOVED FROM PORTSMOUTH NAVAL SHIPYARD. 12. REPORT ALL SPILLS AND LEAKS OF OIL OR OTHER HAZARDOUS SUBSTANCES. 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 OCCURRING ON THE SHIPYARD, AND BILL SUCH COSTS TO THE CONTRACTOR. 13. UNFORESEEN HAZARDOUS MATERIAL UNFORESEEN HAZARDOUS MATERIAL THE DESIGN HAS IDENTIFIED MATERIALS SUCH AS PCB, LEAD PAINT, AND FRIABLE AND NON-FRIABLE ASBESTOS. IF ADDITIONAL MATERIAL, NOT INDICATED, THAT MAY BE HAZARDOUS TO HUMAN HEALTH UPON DISTURBANCE DURING CONSTRUCTION OPERATIONS IS ENCOUNTERED, STOP THAT PORTION OF WORK AND NOTIFY THE CONTRACTING OFFICER IMMEDIATELY.

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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. ALL SEWER AND DRAIN FRAMES AND GRATES OR COVERS MUST BE ADJUSTED ALL SEWER AND DRAIN FRAMES AND GRATES OR COVERS MUST BE ADJUSTED TO MATCH PROPOSED FINISHED GRADE. EXISTING FRAMES AND GRATES OR COVERS MUST BE REMOVED AND NEW FRAMES AND GRATES OR COVERS MUST BE PROVIDED IF EXISTING ITEMS ARE DAMAGED DURING THE COURSE OF WORK. 10. ALL ELECTRIC POWER MANHOLE FRAMES AND COVERS MUST BE ADJUSTED TO ALL ELECTRIC POWER MANHOLE FRAMES AND COVERS MUST BE ADJUSTED TO MATCH FINISH GRADE. REMOVE EXISTING FRAMES AND COVERS AND PROVIDE NEW FRAMES AND COVERS WHEN DAMAGED DURING THE COURSE OF WORK. 11. SHORING SYSTEMS: MECHANICAL MEANS OF EXCAVATION MUST NOT BE USED SHORING SYSTEMS: MECHANICAL MEANS OF EXCAVATION MUST NOT BE USED WHEN EXCAVATING WITHIN 48 INCHES OF ANY MARKED UNDERGROUND UTILITY UNTIL THE UNDERGROUND UTILITY HAS BEEN EXPOSED. MECHANICAL MEANS MAY BE USED, AS NECESSARY, FOR INITIAL PENETRATION AND REMOVAL OF PAVEMENT, ROCK, OR OTHER MATERIALS REQUIRING USE OF MECHANICAL MEANS OF EXCAVATION. ONCE THE UNDERGROUND UTILITIES HAVE BEEN EXPOSED, FURTHER EXCAVATION MUST BE PERFORMED EMPLOYING REASONABLE PRECAUTIONS TO AVOID DAMAGE TO THE UNDERGROUND UTILITIES, INCLUDING BUT NOT LIMITED TO ANY SUBSTANTIAL WEAKENING OF STRUCTURAL OR LATERAL SUPPORT OF THE UTILITY OR PENETRATION OR DESTRUCTION OF THE UTILITY OR THEIR PROTECTIVE COATINGS. 12. ADJUST ALL GATE VALVE BOXES AND CURB STOP BOXES TO FINISH GRADE. ADJUST ALL GATE VALVE BOXES AND CURB STOP BOXES TO FINISH GRADE. REMOVE EXISTING GATE VALVE BOXES AND CURB STOP BOXES AND PROVIDE NEW GATE VALVE BOXES AND CURB STOP BOXES WHEN DAMAGED DURING THE COURSE OF WORK. 13. THE COST FOR THE ADJUSTMENT OR RELOCATION OF PUBLIC AND PRIVATE THE COST FOR THE ADJUSTMENT OR RELOCATION OF PUBLIC AND PRIVATE UTILITY PIPES, STRUCTURES AND CASTINGS, INCLUDING BUT NOT LIMITED TO GAS, CABLE TV, AND TELEPHONE, MUST BE PAID BY THE CONTRACTOR. COMPLETION OF SUCH WORK MAY OR MAY NOT BE COMPLETED BY THE PUBLIC AND PRIVATE UTILITY OWNER. THE CONTRACTOR MUST COORDINATE ALL WORK WITH THE PUBLIC UTILITY COMPANIES. 14. 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. 15. 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.

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1. WHEELED OR TRACKED VEHICLES MUST NOT OPERATE IN THE WATER. WHEELED OR TRACKED VEHICLES MUST NOT OPERATE IN THE WATER. EQUIPMENT MAY OPERATE ON SHORE AND REACH INTO THE WATER WITH A BUCKET OR SIMILAR EXTENSION. 2. AVAILABLE STORAGE AND LAYDOWN AREAS ARE EXPLICITLY SHOWN ON THE AVAILABLE STORAGE AND LAYDOWN AREAS ARE EXPLICITLY SHOWN ON THE DRAWINGS. NO OTHER SPACE IS AVAILABLE. COORDINATE FINAL DETAILS WITH THE CONTRACTING OFFICER. 3. ALL CONSTRUCTION MATERIALS MUST BE TRANSPORTED TO AND FROM THE ALL CONSTRUCTION MATERIALS MUST BE TRANSPORTED TO AND FROM THE SITE IN COVERED VEHICLES. PROVIDE VACUUM ASSISTED STREET SWEEPER AT THE SITE AS NECESSARY TO KEEP TRAFFIC AREAS CLEAN. 4. COORDINATE WITH PORTSMOUTH SHIPYARD OPERATIONS DURING THE PROCESS COORDINATE WITH PORTSMOUTH SHIPYARD OPERATIONS DURING THE PROCESS OF THE WORK. 5. SUBMIT A DETAILED CONSTRUCTION SEQUENCING PLAN FOR REVIEW AND SUBMIT A DETAILED CONSTRUCTION SEQUENCING PLAN FOR REVIEW AND APPROVAL PRIOR TO CONSTRUCTION. 6. MAINTAIN SECURITY AT ALL TIMES DURING CONSTRUCTION. MAINTAIN SECURITY AT ALL TIMES DURING CONSTRUCTION. 7. COMPLY WITH ALL APPLICABLE O.S.H.A. REGULATIONS AND SAFETY COMPLY WITH ALL APPLICABLE O.S.H.A. REGULATIONS AND SAFETY REQUIREMENTS. 8. ALL CONSTRUCTION SIGNS MUST BE DESIGNED TO WITHSTAND 50MPH WINDS ALL CONSTRUCTION SIGNS MUST BE DESIGNED TO WITHSTAND 50MPH WINDS VELOCITY WINDS AND BE PREPARED BY A PROFESSIONAL SIGN COMPANY WITH A MINIMUM OF THREE (3) YEARS EXPERIENCE. 9. WHERE CONTRACTOR REMOVES EXISTING SITE FEATURES THAT ARE TO REMAIN WHERE CONTRACTOR REMOVES EXISTING SITE FEATURES THAT ARE TO REMAIN TO FACILITATE INSTALLATION OF NEW WORK FOR THIS PROJECT, REPLACE THE EXISTING SITE FEATURES AT CONTRACTORS EXPENSE. 10. THE CONSTRUCTION LIMIT LINE SHOWN ON DRAWING IS AN APPROXIMATION OF THE CONSTRUCTION LIMIT LINE SHOWN ON DRAWING IS AN APPROXIMATION OF THE CONSTRUCTION LIMITS. THE CONTRACTOR IN COORDINATION WITH THE CONTRACTING OFFICER MAY MODIFY THIS LINE TO ACCOMMODATE THE EFFICIENCY OF CONSTRUCTION PROJECT.

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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. THE TRAFFIC CONTROL PLAN MUST CONSIDER ALL AFFECTED PORTSMOUTH SHIPYARD OPERATIONS. THE CONTRACTOR MUST UPDATE THE TRAFFIC CONTROL PLAN AS REQUIRED DURING THE PROJECT. 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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XXX

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JEFF HOYT

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TIM O'CONNELL

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TIM O'CONNELL

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DRAWFORM REVISION: DECEMBER 2018

STRUCTURAL / MECHANICAL (REFER TO STRUCTURAL DRAWINGS) (REFER TO STRUCTURAL DRAWINGS) 1. CONTRACTOR SHALL MOVE HEATER. MUST BE COMPLETED PRIOR TO INSTALLING CONTRACTOR SHALL MOVE HEATER. MUST BE COMPLETED PRIOR TO INSTALLING THE PERMANENT SHORING. 2. CONTRACTOR SHALL INSTALL PERMANENT SHORING. MUST BE COMPLETED CONTRACTOR SHALL INSTALL PERMANENT SHORING. MUST BE COMPLETED PRIOR TO SWAP OUT OF HEAT SEALERS ON 2ND FLOOR. 3. CONTRACTOR SHALL INSTALL TEMPORARY SHORING. MUST BE COMPLETED CONTRACTOR SHALL INSTALL TEMPORARY SHORING. MUST BE COMPLETED AFTER THE COMPLETED ELECTRICAL UPGRADE BUT PRIOR TO SWAP OUT OF HEAT SEALERS ON 2ND FLOOR. 4. CONTRACTOR SHALL REMOVE TEMPORARY SHORING. MUST BE COMPLETED CONTRACTOR SHALL REMOVE TEMPORARY SHORING. MUST BE COMPLETED AFTER SWAP OUT OF HEAT SEALERS ON 2ND FLOOR. ELECTRICAL 1. CONTRACTOR SHALL RECORD PHASE ROTATION AT B7 PANEL B-1 AT CONTRACTOR SHALL RECORD PHASE ROTATION AT B7 PANEL B-1 AT BEGINNING OF WORK AND THEN CONFIRM THAT ALL NEW WORK HAS SAME PHASE ROTATION. 2. CONTRACTOR SHALL INSTALL 1600A MLO SWITCHGEAR IN B72. CONTRACTOR SHALL INSTALL 1600A MLO SWITCHGEAR IN B72. 3. CONTRACTOR SHALL CORE AC MANHOLE 99 AND SIDE OF B7, INSTALL RGS CONTRACTOR SHALL CORE AC MANHOLE 99 AND SIDE OF B7, INSTALL RGS CONDUIT AND PULL BOXES OUTSIDE AND INSIDE B7. 4. CONTRACTOR SHALL INSTALL NEW 800A MCB MDP SWITCHGEAR IN B7. CONTRACTOR SHALL INSTALL NEW 800A MCB MDP SWITCHGEAR IN B7. 5. CONTRACTOR SHALL INSTALL CABLES FOR NEW 800A CIRCUIT FROM B72 TO CONTRACTOR SHALL INSTALL CABLES FOR NEW 800A CIRCUIT FROM B72 TO B7 VIA AC DUCT BANK. 6. CONTRACTOR SHALL TEST CABLES AND TERMINATE NEW 800A CIRCUIT AT THE CONTRACTOR SHALL TEST CABLES AND TERMINATE NEW 800A CIRCUIT AT THE B72 AND B7 END. 7. CONTRACTOR SHALL INSTALL 150 KVA TRANSFORMER AND RESPECTIVE CONTRACTOR SHALL INSTALL 150 KVA TRANSFORMER AND RESPECTIVE 120-208VAC PANEL BOARD IN B7. 8. CONTRACTOR SHALL INSTALL NEW HEAT SEALER CIRCUITS FROM 120-208VAC CONTRACTOR SHALL INSTALL NEW HEAT SEALER CIRCUITS FROM 120-208VAC PANEL BOARD TO RESPECTIVE HEAT SEALER DISCONNECTS. FINAL CONNECTIONS TO HEAT SEALERS BY OTHERS. 9. CONTRACTOR SHALL PREPARE CIRCUIT FROM NEW B7 MDP 400A CB TO CONTRACTOR SHALL PREPARE CIRCUIT FROM NEW B7 MDP 400A CB TO EXISTING B7 MDP B-1 400A CB. 10. USING THE PNSY OUTAGE PROCESS CONTRACTOR SHALL SPLICE INTO EXISTING USING THE PNSY OUTAGE PROCESS CONTRACTOR SHALL SPLICE INTO EXISTING LC1-25 CIRCUIT AND CONNECT TO 1600A MLO SWITCHGEAR IN B72. DURING THE SAME OUTAGE CONTRACTOR SHALL DISCONNECT EXISTING B7 FEEDER FROM EXISTING B7 MDP 400A CB AND MAKE FINAL CONNECTIONS OF CIRCUIT PREPARED IN STEP 9. 11. CONTRACTOR SHALL DEMOLISH ORIGINAL CIRCUIT FROM B165 TO B7.CONTRACTOR SHALL DEMOLISH ORIGINAL CIRCUIT FROM B165 TO B7.

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G0037-20-138

PWD-MAINE

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TYPE 1 CONSTRUCTION BARRIER

TYPE 3 CONSTRUCTION BARRIER

TYPE 2 CONSTRUCTION BARRIER

TYPE 3 CONSTRUCTION BARRIER

CONSTRUCTION BARRIER SIGN

GENERAL CONSTRUCTION NOTES

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NAVAL SHIPYARD - PORTSMOUTH, NH

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PORTSMOUTH NAVAL SHIPYARD

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KITTERY, MAINE

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BUILDING 7 - ELECTRICAL SERVICE UPGARDE

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CHRIS TARDIF

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DRAWFORM REVISION: DECEMBER 2018

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CONES WITH BARRIER POLE

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CONSTRUCTION BARREL

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CONCRETE JERSEY BARRIER

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CONSTRUCTION CATTLE FENCE

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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 CONSTRUCTION BARRIER AROUND PERIMETER OF PROVIDE MINIMUM CONSTRUCTION BARRIER AROUND PERIMETER OF CONSTRUCTION AREA. 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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1. PRECAST JERSEY BARRIERS SHALL MEET THE REQUIREMENTS OF ASTM C825-19. PRECAST JERSEY BARRIERS SHALL MEET THE REQUIREMENTS OF ASTM C825-19. 2. JERSEY BARRIERS SHALL BE A MINIMUM 24" WIDE. JERSEY BARRIERS SHALL BE A MINIMUM 24" WIDE. 3. JERSEY BARRIERS SHALL HAVE DELINEATORS, MINIMUM ONE EACH SIDE, EVERY THIRD JERSEY BARRIERS SHALL HAVE DELINEATORS, MINIMUM ONE EACH SIDE, EVERY THIRD BARRIER. 4. BARRIER ANCHORAGE SHALL PREVENT LATERAL MOVEMENT OF THE BARRIER. BARRIER ANCHORAGE SHALL PREVENT LATERAL MOVEMENT OF THE BARRIER. ANCHORAGE MEANS AND METHODS ARE THE RESPONSIBILITY OF THE CONTRACTOR. 5. FENCING SHALL EXTEND FROM THE TOP OF THE BARRIER TO A MINIMUM OF 40" FENCING SHALL EXTEND FROM THE TOP OF THE BARRIER TO A MINIMUM OF 40" ABOVE THE TOP OF THE BARRIER AND SHALL HAVE A MAXIMUM MESH SIZE OF 2 INCHES. FENCING SHALL REMAIN RIGID/TAUT WITH A MINIMUM OF 200 POUNDS OF FORCE EXERTED ON IT FROM ANY DIRECTION WITH LESS THAN 4 INCHES OF DEFLECTION.

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1. SIGNS SHALL BE HEAVY DUTY ALUMINUM SIGNS SHALL BE HEAVY DUTY ALUMINUM WITH MOUNTING HOLES. 2. SIGNS SHALL BE 14" WIDE X 10" HIGH.SIGNS SHALL BE 14" WIDE X 10" HIGH.

1. PRECAST JERSEY BARRIERS SHALL MEET THE REQUIREMENTS OF ASTM C825-19. PRECAST JERSEY BARRIERS SHALL MEET THE REQUIREMENTS OF ASTM C825-19. 2. JERSEY BARRIERS SHALL BE A MINIMUM 24" WIDE. JERSEY BARRIERS SHALL BE A MINIMUM 24" WIDE. 3. JERSEY BARRIERS SHALL HAVE DELINEATORS, MINIMUM ONE EACH SIDE, EVERY THIRD JERSEY BARRIERS SHALL HAVE DELINEATORS, MINIMUM ONE EACH SIDE, EVERY THIRD BARRIER. 4. BARRIER ANCHORAGE SHALL PREVENT LATERAL MOVEMENT OF THE BARRIER. BARRIER ANCHORAGE SHALL PREVENT LATERAL MOVEMENT OF THE BARRIER. ANCHORAGE MEANS AND METHODS ARE THE RESPONSIBILITY OF THE CONTRACTOR.

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IN HOUSE DESIGN

GENERAL SHEET NOTES

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NLH

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CAPSTAN

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1" HP SC

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AB AC

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AB

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57.4' 2W AC

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40.2' 16W AC

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36' 16W AC

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43.7' 27W AC

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57.1' 24W AC

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AC

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63.7' 2W AC

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147.3' 16W DC

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MH

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ELEC.

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2W DC

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DC

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DC

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26"X12"DUCT

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MH# 1

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(2) 2" DC CONDUITS TO CAPSTAN

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1"FW

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DRAWFORM REVISION: DECEMBER 2018

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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 CONSTRUCTION BARRIER AROUND PERIMETER OF PROVIDE MINIMUM CONSTRUCTION BARRIER AROUND PERIMETER OF CONSTRUCTION AREA. 3. CONTRACTOR TO USE PROPER BARRIER STYLE FROM EXAMPLES ON CONTRACTOR TO USE PROPER BARRIER STYLE FROM EXAMPLES ON SHEET G003. 4. CONSTRUCTION BARRIER SIGNS SHALL BE POSTED MINIMUM 150 CONSTRUCTION BARRIER SIGNS SHALL BE POSTED MINIMUM 150 FEET AROUND PERIMETER OF CONSTRUCTION AREA. 5. CONTRACTOR SHALL COORDINATE LAYOUT AND OPENING IN FIELD CONTRACTOR SHALL COORDINATE LAYOUT AND OPENING IN FIELD WITH CM/ET. 6. BARRIER LAYOUT SHALL NOT BE CHANGED WITHOUT PRIOR BARRIER LAYOUT SHALL NOT BE CHANGED WITHOUT PRIOR APPROVAL OF CM/ET. 7. 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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CHRIS TARDIF

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TIM O'CONNELL

AutoCAD SHX Text STEVE McMULLEN

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. B. VEGETATIVE MEASURES VEGETATIVE MEASURES 1. TOPSOIL STOCKPILING. TOPSOIL SHALL BE STRIPPED AND STOCKPILED FOR LATER USE ON TOPSOIL STOCKPILING. TOPSOIL SHALL BE STRIPPED AND STOCKPILED FOR LATER USE ON CRITICAL AREAS AND ALL OTHER AREAS TO BE SEEDED. THE STOCKPILE SHALL NOT BE COMPACTED AND SHALL BE STABILIZED AGAINST EROSION WITH TEMPORARY SEEDING. 2. TEMPORARY SEEDING TEMPORARY SEEDING (A) BEDDING - REMOVE STONES AND TRASH THAT WILL INTERFERE WITH BEDDING - REMOVE STONES AND TRASH THAT WILL INTERFERE WITH SEEDING THE AREA. WHERE FEASIBLE, TILL THE SOIL TO A DEPTH OF ABOUT 3" TO PREPARE SEED BED AND MIX THE FERTILIZER INTO THE SOIL. (B) FERTILIZER - FERTILIZER SHALL BE UNIFORMLY SPREAD OVER THE AREA PRIOR TO FERTILIZER - FERTILIZER SHALL BE UNIFORMLY SPREAD OVER THE AREA PRIOR TO BEING TILLED INTO THE SOIL. A 10-10-10 MIX OF FERTILIZER SHALL BE APPLIED AT A RATE OF 300 POUNDS PER ACRE (OR 7 POUNDS PER 1,000 SF) (C) SEED MIXTURE - USE ANY OF THE FOLLOWING IN UPLAND AREAS: SEED MIXTURE - USE ANY OF THE FOLLOWING IN UPLAND AREAS: SEEDING RATE: SPECIES PER ACRE PER 1.000 S.F. DATES DEPTH PER ACRE PER 1.000 S.F. DATES DEPTH PER 1.000 S.F. DATES DEPTH DATES DEPTH DEPTH WINTER RYE 112 LBS. 2.6 LBS. 8/15-10/1 1-1 IN 112 LBS. 2.6 LBS. 8/15-10/1 1-1 IN 2.6 LBS. 8/15-10/1 1-1 IN 8/15-10/1 1-1 IN 1-1 IN 12 IN OATS 80 LBS. 1.8 LBS. 4/1-7/1 1-1 IN 80 LBS. 1.8 LBS. 4/1-7/1 1-1 IN 1.8 LBS. 4/1-7/1 1-1 IN 4/1-7/1 1-1 IN 1-1 IN 12 IN ANNUAL GRASS 40 LBS. 0.9 LBS. 4/1-7/1 IN 40 LBS. 0.9 LBS. 4/1-7/1 IN 0.9 LBS. 4/1-7/1 IN 4/1-7/1 IN 14 IN SUDAN GRASS 40 LBS. 0.9 LBS. 5/15-8/15 -1 IN 40 LBS. 0.9 LBS. 5/15-8/15 -1 IN 0.9 LBS. 5/15-8/15 -1 IN 5/15-8/15 -1 IN 12-1 IN PERENNIAL 40 LBS. 0.9 LBS. 8/15-9/15 IN40 LBS. 0.9 LBS. 8/15-9/15 IN0.9 LBS. 8/15-9/15 IN8/15-9/15 IN14 IN

AutoCAD SHX Text

(D) MULCHING - WHERE IT IS IMPRACTICAL TO INCORPORATE FERTILIZER AND SEED MULCHING - WHERE IT IS IMPRACTICAL TO INCORPORATE FERTILIZER AND SEED INTO MOIST SOIL, THE SEEDED AREA SHALL BE MULCHED TO MOIST SOIL, THE SEEDED AREA SHALL BE MULCHED TO FACILITATE GERMINATION. MULCH IN THE FORM OF HAY OR STRAW IN THE FORM OF HAY OR STRAW SHALL BE APPLIED AT A RATE OF 70 TO 90 LBS PER 1,000 SF RATE OF 70 TO 90 LBS PER 1,000 SF PER 1,000 SF (E) INSPECTION - CONTRACTOR SHALL INSPECT THE SITE TWICE PER MONTH UNTIL A INSPECTION - CONTRACTOR SHALL INSPECT THE SITE TWICE PER MONTH UNTIL A MINIMUM OF 85% OF THE AREA IS VEGETATED WITH VIGOROUS GROWTH. 3. PERMANENT SEEDING, TURF REINFORCEMENT MATTING, AND EROSION CONTROL BLANKET: PERMANENT SEEDING, TURF REINFORCEMENT MATTING, AND EROSION CONTROL BLANKET: (A) 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. (B) 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. (C) 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. (D) 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 (E) 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. (F) 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. (G) 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. (H) 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 SEEDED AREAS SHALL BE FERTILIZED. MULCHED, AND SHALL BE SEEDED TO INSURE NEGATIVE ESTABLISHMENT.

AutoCAD SHX Text

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. 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.