2019-Sea Level Rise Mitigation Wall B5 AND B6A_Rev10.4.19.pdf

PDF 7 MB Posted Jan 12, 2022

Attached to: Restore Outfitting Capacity, Berth 6C Federal contract opportunity
Solicitation number: N4008522R2578
Issued by: Department of the Navy Naval Facilities Engineering Command

About this file

Written by GovTribe AI · Dec 27, 2023

This is a request for proposals to restore outfitting capacity at Berth 6C at the Portsmouth Naval Shipyard in Kittery, Maine. The Navy is seeking proposals to demolish existing structures and construct new facilities including a quay wall, deck, utilities, and mooring hardware. Proposals are due by September 30, 2022 and the contract is to be awarded by November 30, 2022. Offerors must be experienced in marine construction and have a facility security clearance. The work must be completed within 365 calendar days of the notice to proceed.

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Other files for this federal contract opportunity

Other files attached to Restore Outfitting Capacity, Berth 6C, newest first.
File	Type	Posted
N4008522R2578 AMENDMENT 0006.pdf	PDF	Feb 17, 2022
AMENDMENT 0005_Revised Sheet G-106 - Phase 3.pdf	PDF	Feb 15, 2022
N4008522R2578 AMENDMENT 0005.pdf	PDF	Feb 15, 2022
REV2_Berth 6 Bid Schedule.pdf	PDF	Feb 15, 2022
N4008522R2578 AMENDMENT 0004.pdf	PDF	Feb 8, 2022
N4008522R2578 AMENDMENT 0003.pdf	PDF	Feb 3, 2022
Amendment 0003_Sheet ES507.pdf	PDF	Feb 3, 2022
N4008522R2578 AMENDMENT 0002.pdf	PDF	Jan 19, 2022
Revised Berth 6_Final Bid Schedule.pdf	PDF	Jan 19, 2022
N4008522R2578 AMENDMENT 0001.pdf	PDF	Jan 13, 2022
1977-Additional Crane Rail System Construction Drydock No. 1 Berths 6 7.pdf	PDF	Jan 12, 2022
2002 - 1728A Berth 6 Bollards - Drawings.pdf	PDF	Jan 12, 2022
2000 - 1337C Berth 5 and 6 Repairs Drawings.pdf	PDF	Jan 12, 2022
2014-Structural Repairs to Berths 6A 6B and 6C.pdf	PDF	Jan 12, 2022
1974 - Berth 6 Repairs.pdf	PDF	Jan 12, 2022
1943 - Berth 6 Crane Track Foundations.pdf	PDF	Jan 12, 2022
B6_Updated Final Design Drawings_Signed.pdf	PDF	Jan 12, 2022
Berth 6_Final Bid Schedule.pdf	PDF	Jan 12, 2022
ATTACHMENT C Construction and Design Exp Project Data Sheet.pdf	PDF	Jan 12, 2022
ATTACHMENT B Past Performance Questionnaire.pdf	PDF	Jan 12, 2022
Attachment A - PPI Inquiry Log.xls	XLS spreadsheet	Jan 12, 2022
ATTACHMENT F SMALL BUSINESS SUBCONTRACTING PLAN.docx	DOCX document	Jan 12, 2022
ATTACHMENT D HISTORICAL SMALL BUSINESS UTILIZATION.docx	DOCX document	Jan 12, 2022
1659622spc01of01.pdf	PDF	Jan 12, 2022
1982 - Track Replacement Berth 6.pdf	PDF	Jan 12, 2022
Appendix D Berth 6 eOMSI Workbook.xlsx	XLSX spreadsheet	Jan 12, 2022
UFGS4288 Submittal Register.xlsx	XLSX spreadsheet	Jan 12, 2022
Attachment G - PIEE Vendor Access Instructions.pdf	PDF	Jan 12, 2022
Appendix E Berth 6 NAVFAC ISRL.XLSX	XLSX spreadsheet	Jan 12, 2022
N4008522R2578.pdf	PDF	Jan 12, 2022
1975 - Eval. of Exisiting Crane Foundations Berth 6.pdf	PDF	Jan 12, 2022
Appendix B Berth 6 Geotechnical Report.pdf	PDF	Jan 12, 2022
Appendix A Berth 6 HAZMAT Survey.pdf	PDF	Jan 12, 2022
ATTACHMENT E SPCD.docx	DOCX document	Jan 12, 2022

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KITTERY, ME

PORTSMOUTH NAVAL SHIPYARD

PWD-MAINE

IN HOUSE DESIGN

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FEAD/PM&E

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FIRE PROTECTION

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SEA LEVEL STORM SURGE MITIGATION BERTHS 5 & 6A

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LIST OF DRAWINGS

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DESCRIPTION

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ISSUED FOR BID

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PORTSMOUTH

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PORTSMOUTH

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MAINE

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CANADA

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KITTERY, ME

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PORTSMOUTH

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PORTLAND

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AREA MAP

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DETAIL IS REFERENCED

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DETAIL

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DRAWFORM REVISION: 10 OCTOBER 2014

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PORTSMOUTH NAVAL SHIPYARD

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KITTERY, MAINE

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SEA LEVEL STORM SURGE MITIGATION

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TO BERTHS 5 & 6A

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DAVID HICKMAN

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DRAWN BY

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AMIN BAHROUR

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JEFF HOYT

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NAVFAC DWG NO.

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REFERENCE DRAWINGS

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BERTH NO. 6 CRANE TRACK FOUNDATIONS

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RESTORATION OF BERTH 6

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REPAIR BERTHS 5 AND 6

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REPAIR, REPLACEMENT, AND TESTING OF MOORING FIXTURES

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CATHODIC PROTECTION REPAIRS BERTHS 6, 11, 12, AND 13

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BERTH NO. 6 REPAIRS

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STRUCTURAL REPAIRS TO BERTHS 6A, 6B AND 6C

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DRAWING SET

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G = GENERAL C = CIVIL S = STRUCTURAL

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LEGEND

AutoCAD SHX Text BUILDING BOTTOM CAST-IN-PLACE CONSTRUCTION JOINT CENTERLINE CLEAR CUBIC FEET CUBIC YARD DIAMETER EACH FACE ELEVATION IN FEET EACH WAY EQUALLY SPACED FAR SIDE HIGH PRESSURE HOT DIP GALVANIZED HOLLOW STRUCTURAL SECTIONS INSIDE DIAMETER CONTRACTING OFFICER LINEAR FEET MEAN HIGH WATER MEAN LOWER LOW WATER MEAN LOW WATER MAXIMUM MINIMUM MOORING PLATFORM NEAR SIDE ON CENTER PLATE PRESTRESSED CONCRETE REFERENCE REQUIRED SQUARE FEET SIMILAR SPACE SQUARE STAINLESS STEEL STANDARD TEMPORARY TOP AND BOTTOM TYPICAL UNLESS OTHERWISE NOTED REINFORCING BAR SIZE WITH SPACING IN INCHES

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#6@6

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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 15 G001 XXX-XX-XXX 12773181 TITLE SHEET G001 XXX-XX-XXX 12773181 TITLE SHEET XXX-XX-XXX 12773181 TITLE SHEET 12773181 TITLE SHEET TITLE SHEET 2 OF 15 G002 XXX-XX-XXX 12773182 GENERAL NOTES G002 XXX-XX-XXX 12773182 GENERAL NOTES XXX-XX-XXX 12773182 GENERAL NOTES 12773182 GENERAL NOTES GENERAL NOTES 3 OF 15 CG001 XXX-XX-XXX 12773183 GENERAL EROSION CONTROL NOTES & DETAILS CG001 XXX-XX-XXX 12773183 GENERAL EROSION CONTROL NOTES & DETAILS XXX-XX-XXX 12773183 GENERAL EROSION CONTROL NOTES & DETAILS 12773183 GENERAL EROSION CONTROL NOTES & DETAILS GENERAL EROSION CONTROL NOTES & DETAILS 4 OF 15 C101 XXX-XX-XXX 12773184 EXISTING CONDITIONS AND WORK AREAS C101 XXX-XX-XXX 12773184 EXISTING CONDITIONS AND WORK AREAS XXX-XX-XXX 12773184 EXISTING CONDITIONS AND WORK AREAS 12773184 EXISTING CONDITIONS AND WORK AREAS EXISTING CONDITIONS AND WORK AREAS 5 OF 15 C102 XXX-XX-XXX 12773185 WORK AND LOCATION PLAN C102 XXX-XX-XXX 12773185 WORK AND LOCATION PLAN XXX-XX-XXX 12773185 WORK AND LOCATION PLAN 12773185 WORK AND LOCATION PLAN WORK AND LOCATION PLAN 6 OF 15 C103 XXX-XX-XXX 12773186 PARTIAL SITE AND ELEVATIONS PLAN A C103 XXX-XX-XXX 12773186 PARTIAL SITE AND ELEVATIONS PLAN A XXX-XX-XXX 12773186 PARTIAL SITE AND ELEVATIONS PLAN A 12773186 PARTIAL SITE AND ELEVATIONS PLAN A PARTIAL SITE AND ELEVATIONS PLAN A 7 OF 15 C104 XXX-XX-XXX 12773187 PARTIAL SITE AND ELEVATIONS PLAN B C104 XXX-XX-XXX 12773187 PARTIAL SITE AND ELEVATIONS PLAN B XXX-XX-XXX 12773187 PARTIAL SITE AND ELEVATIONS PLAN B 12773187 PARTIAL SITE AND ELEVATIONS PLAN B PARTIAL SITE AND ELEVATIONS PLAN B 8 OF 15 C301 XXX-XX-XXX 12773188 EXISTING AND PROPOSED BERTH 5 SECTIONS C301 XXX-XX-XXX 12773188 EXISTING AND PROPOSED BERTH 5 SECTIONS XXX-XX-XXX 12773188 EXISTING AND PROPOSED BERTH 5 SECTIONS 12773188 EXISTING AND PROPOSED BERTH 5 SECTIONS EXISTING AND PROPOSED BERTH 5 SECTIONS 9 OF 15 C302 XXX-XX-XXX 12773189 DD2 EAST & WEST WING WALL SECTIONS C302 XXX-XX-XXX 12773189 DD2 EAST & WEST WING WALL SECTIONS XXX-XX-XXX 12773189 DD2 EAST & WEST WING WALL SECTIONS 12773189 DD2 EAST & WEST WING WALL SECTIONS DD2 EAST & WEST WING WALL SECTIONS 10 OF 15 C303 XXX-XX-XXX 12773190 EXISTING CONDITIONS BERTH 6A SECTIONS C303 XXX-XX-XXX 12773190 EXISTING CONDITIONS BERTH 6A SECTIONS XXX-XX-XXX 12773190 EXISTING CONDITIONS BERTH 6A SECTIONS 12773190 EXISTING CONDITIONS BERTH 6A SECTIONS EXISTING CONDITIONS BERTH 6A SECTIONS 11 OF 15 C304 XXX-XX-XXX 12773191 PROPOSED CONDITIONS BERTH 6A SECTIONS C304 XXX-XX-XXX 12773191 PROPOSED CONDITIONS BERTH 6A SECTIONS XXX-XX-XXX 12773191 PROPOSED CONDITIONS BERTH 6A SECTIONS 12773191 PROPOSED CONDITIONS BERTH 6A SECTIONS PROPOSED CONDITIONS BERTH 6A SECTIONS 12 OF 15 C401 XXX-XX-XXX 12773192 BOLLARD AND UTILITY LOCATION PARTIAL PLANS C401 XXX-XX-XXX 12773192 BOLLARD AND UTILITY LOCATION PARTIAL PLANS XXX-XX-XXX 12773192 BOLLARD AND UTILITY LOCATION PARTIAL PLANS 12773192 BOLLARD AND UTILITY LOCATION PARTIAL PLANS BOLLARD AND UTILITY LOCATION PARTIAL PLANS 13 OF 15 C402 XXX-XX-XXX 12773193 BOLLARD AND UTILITY LOCATION PARTIAL PLANS C402 XXX-XX-XXX 12773193 BOLLARD AND UTILITY LOCATION PARTIAL PLANS XXX-XX-XXX 12773193 BOLLARD AND UTILITY LOCATION PARTIAL PLANS 12773193 BOLLARD AND UTILITY LOCATION PARTIAL PLANS BOLLARD AND UTILITY LOCATION PARTIAL PLANS 14 OF 15 C403 XXX-XX-XXX 12773194 BOLLARD AND UTILITY LOCATION PARTIAL PLANS C403 XXX-XX-XXX 12773194 BOLLARD AND UTILITY LOCATION PARTIAL PLANS XXX-XX-XXX 12773194 BOLLARD AND UTILITY LOCATION PARTIAL PLANS 12773194 BOLLARD AND UTILITY LOCATION PARTIAL PLANS BOLLARD AND UTILITY LOCATION PARTIAL PLANS 15 OF 15 S101 XXX-XX-XXX 12773195 STRUCTURAL PLAN AND DETAILSS101 XXX-XX-XXX 12773195 STRUCTURAL PLAN AND DETAILSXXX-XX-XXX 12773195 STRUCTURAL PLAN AND DETAILS12773195 STRUCTURAL PLAN AND DETAILSSTRUCTURAL PLAN AND DETAILS

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AMENDMENT 1

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GENERAL NOTES

TRAFFIC NOTES:

UTILITY NOTES: CONSTRUCTION NOTES:

ELECTRICAL NOTES:

CONCRETE NOTES:

ENVIRONMENTAL CONTROL NOTES:

DEMOLITION NOTES:

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DRAWFORM REVISION: 10 OCTOBER 2014

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DEPARTMENT OF THE NAVY

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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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PORTSMOUTH NAVAL SHIPYARD

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KITTERY, MAINE

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SEA LEVEL STORM SURGE MITIGATION

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TO BERTHS 5 & 6A

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DAVID HICKMAN

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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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AMIN BAHROUR

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JEFF HOYT

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RICK DOLCE

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JEFF HOYT

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UNCLASSIFIED

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1. PLANS HAVE BEEN COMPILED FROM EXISTING RECORD PLANS, ON-SITE FIELD SURVEY PLANS HAVE BEEN COMPILED FROM EXISTING RECORD PLANS, ON-SITE FIELD SURVEY AND OBSERVATION. 2. EXISTING CONDITION CONTOURS SHOWN DEVELOPED BY AERIAL MAPPING PERFORMED BY 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 CONSULTANTS, PORTSMOUTH NAVAL SHIPYARD GROUND CONTROL ESTABLISHED BY CIVIL CONSULTANTS, SOUTH BERWICK MAINE FEBRUARY 2002. 6. CONTRACTOR TO MAINTAIN ADEQUATE SURVEY CONTROL AT ALL TIMES TO ESTABLISH CONTRACTOR TO MAINTAIN ADEQUATE SURVEY CONTROL AT ALL TIMES TO ESTABLISH AND MAINTAIN ALL LINES AND ELEVATIONS. 7. UNLESS OTHERWISE NOTED, ALL EXISTING FEATURES DESIGNATED ON THE PLANS TO 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 WILL BE VERIFIED, LOCATED, AND PROTECTED DURING ALL PHASES OF CONSTRUCTION. 8. SURVEY CONTROL BOUNDS AND STREET LINE MONUMENTATION SHALL NOT BE SURVEY CONTROL BOUNDS AND STREET LINE MONUMENTATION SHALL NOT BE DISTURBED DURING THE COURSE OF WORK AND SHALL BE PROTECTED. SHOULD ANY BOUND BE DISTURBED, THE CONTRACTOR WILL BE REQUIRED TO 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. 9. SALVAGED ITEMS ARE TO BECOME THE PROPERTY OF THE GOVERNMENT. SALVAGED ITEMS ARE TO BECOME THE PROPERTY OF THE GOVERNMENT. 10. FEATURES MAY BE SHOWN WITHIN THE LIMIT OF WORK THAT ARE NOT EXPLICITLY 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. 11. PREVENT ANY DISTURBANCE OR DAMAGE TO ADJACENT PROPERTIES. PREVENT ANY DISTURBANCE OR DAMAGE TO ADJACENT PROPERTIES. 12. YELLOW PLASTIC: YELLOW PLASTIC: CONTRACTORS SHALL 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 SHALL BE DISPOSED OF BY THE CONTRACTOR OFF-YARD. SHIPYARD REFUSE CONTAINERS SHALL 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 SHALL BE BAGGED IN NON-TRANSLUCENT CONTAINERS, AND PROMPTLY REMOVED FROM PORTSMOUTH NAVAL SHIPYARD. 13. CONTRACTOR SHALL REPORT ALL SPILLS AND LEAKS OF OIL OR OTHER HAZARDOUS CONTRACTOR SHALL 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. 14. COORDINATE ALL WORK WITH FACILITY PERSONNEL AND PORT OPERATIONS ON A DAILY COORDINATE ALL WORK WITH FACILITY PERSONNEL AND PORT OPERATIONS ON A DAILY BASIS. THE CONSTRUCTION WORK SHALL NOT INTERFERE WITH ONGOING OPERATIONS. CONTRACTOR SHALL BE BRIEFED ON POTENTIAL SAFETY HAZARDS IN AREA. 15. THE GOVERNMENT MAY CHARGE TO THE CONTRACTOR ANY ADDITIONAL COST OF THE GOVERNMENT MAY CHARGE TO THE CONTRACTOR ANY ADDITIONAL COST OF REINSPECTION OR RETEST WHEN PRIOR REJECTION MAKES REINSPECTION OR RETEST NECESSARY. 16. TEMPORARY CONSTRUCTION STAGING/STORAGE AREA SHALL BE RESTORED TO ORIGINAL TEMPORARY CONSTRUCTION STAGING/STORAGE AREA SHALL BE RESTORED TO ORIGINAL OR BETTER CONDITION UPON COMPLETION OF THE PROJECT. 17. THE CONTRACTOR WILL BE RESPONSIBLE FOR ANY REGULATORY FINES OR PENALTIES THE CONTRACTOR WILL BE RESPONSIBLE FOR ANY REGULATORY FINES OR PENALTIES THAT MAY BE IMPOSED BY ENVIRONMENTAL REGULATORY AGENCIES (EPA AND/OR STATE DEP) IN THE EVENT OF ANY SPILL RESULTING FROM CONSTRUCTION OPERATIONS. 18. REIMBURSE THE GOVERNMENT FOR ANY EMERGENCY RESPONSE EFFORT THAT MAY BE REIMBURSE THE GOVERNMENT FOR ANY EMERGENCY RESPONSE EFFORT THAT MAY BE REQUIRED BY GOVERNMENT FORCES TO MITIGATE THE ADVERSE EFFECTS OF ANY SPILL RESULTING FROM THE CONTRACTOR'S OPERATIONS. 19. DURING CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR JOB SITE DURING CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR JOB SITE SAFETY IN ACCORDANCE WITH THIS CONTRACT, OSHA, AND EM385-1-1. DETERMINE CONSTRUCTION PROCEDURES AND SEQUENCE TO ENSURE THE SAFETY OF THE FACILITIES AND THEIR COMPONENTS DURING ALL PHASES OF CONSTRUCTION. THIS INCLUDES THE ADDITION OF NECESSARY BARRICADES, SIGNAGE, TEMPORARY BRACING, GUIDES OR TIEDOWNS. SUCH MATERIAL SHALL REMAIN THE PROPERTY OF THE CONTRACTOR AND BE REMOVED FROM THE GOVERNMENT PROPERTY AFTER COMPLETION OF THE PROJECT. ALL PROPOSED STAGING AREAS SHALL BE COORDINATED WITH THE CONTRACTING OFFICER BEFORE STARTING WORK. 20. 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. THE EXACT SIZE AND LOCATION OF ALL EXISTING UTILITIES SHALL BE FIELD VERIFIED. THE EXACT SIZE AND LOCATION OF ALL EXISTING UTILITIES SHALL BE FIELD VERIFIED. NOTIFY THE CONTRACTING OFFICER IN WRITING OF ANY DISCREPANCIES EFFECTING THE PRICE OR SCHEDULE OF THE WORK PRIOR TO BEGINNING CONSTRUCTION. UNDERGROUND UTILITIES ARE EXPECTED IN CLOSE PROXIMITY TO THE WORK AREA. 2. PROTECT ALL EXISTING UTILITIES FROM DAMAGE DURING CONSTRUCTION. EXISTING PROTECT ALL EXISTING UTILITIES FROM DAMAGE DURING CONSTRUCTION. EXISTING UTILITIES, MUST REMAIN OPERATIONAL THROUGHOUT THE CONSTRUCTION PROJECT. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGE TO ANY GOVERNMENT UTILITY THE CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGE TO ANY GOVERNMENT UTILITY SYSTEM RESULTING FROM THEIR OPERATIONS; ANY DAMAGE SHALL BE REPORTED IMMEDIATELY TO THE CONTRACTING OFFICER OR APPROPRIATE GOVERNMENT REPRESENTATIVE. 4. UTILITIES NOT SHOWN ON THESE PLANS MAY EXIST. THE LOCATION, ELEVATION, SIZE UTILITIES NOT SHOWN ON THESE PLANS MAY EXIST. THE LOCATION, ELEVATION, SIZE AND MATERIAL OF ALL UTILITIES WILL BE VERIFIED BEFORE PROCEEDING WITH CONSTRUCTION. ALL UTILITY LINES AND ASSOCIATE STRUCTURES, NOT AFFECTED BY THIS PROJECT WILL BE PROTECTED THROUGHOUT ALL PHASES OF WORK. 5. THE LOCATION OF UNDERGROUND UTILITIES WITHIN THE LIMITS OF THE EXCAVATION THE LOCATION OF UNDERGROUND UTILITIES WITHIN THE LIMITS OF THE EXCAVATION OR GROUND PENETRATING WORK WILL BE LOCATED PRIOR TO COMMENCING ANY EXCAVATION OR GROUND PENETRATING WORK. "DIG SAFE" (1-888-344-7233) SHALL 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) WILL BE FULLY COMPILED WITH. 6. THE EXCAVATOR SHALL PREPARE A "PWD ME DIG SAFE UTILITY LOCATE REQUEST THE EXCAVATOR SHALL 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 (PLEASE SEE QC MANAGER FOR FORM). 7. THE GOVERNMENT WILL LOCATE AND MARK THE UNDERGROUND UTILITIES WITHIN 14 THE GOVERNMENT WILL LOCATE AND MARK THE UNDERGROUND UTILITIES WITHIN 14 CALENDAR DAYS OF RECEIVING THE DIG SAFE NOTIFICATION. 8. EXCAVATION OR GROUND PENETRATION ACTIVITIES CAN NOT COMMENCE UNTIL THE 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. 9. IF THE EXCAVATION OR GROUND PENETRATING ACTIVITIES DO NOT COMMENCE WITHIN 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 SHALL RE-NOTIFY DIG SAFE, THE CONTRACTING OFFICER AND THE PWD ME DIG SAFE COORDINATOR. 10. THE CONTRACTOR SHALL MAINTAIN THE UTILITY MARKINGS THROUGHOUT THE THE CONTRACTOR SHALL MAINTAIN THE UTILITY MARKINGS THROUGHOUT THE CONTRACT PERIOD. IF ADDITIONAL MARKINGS ARE REQUIRED, THE EXCAVATOR SHALL RE-NOTIFY DIG SAFE, THE CONTRACTING OFFICER, AND THE PWD ME DIG SAFE COORDINATOR AT 207-438-1082. 11. THE COST FOR THE ADJUSTMENT OR RELOCATION OF PRIVATE UTILITY PIPES, THE COST FOR THE ADJUSTMENT OR RELOCATION OF PRIVATE UTILITY PIPES, STRUCTURES AND CASTINGS, INCLUDING BUT NOT LIMITED TO GAS, CABLE TV, AND TELEPHONE, SHALL BE PAID BY THE CONTRACTOR. COMPLETION OF SUCH WORK MAY OR MAY NOT BE COMPLETED BY THE PRIVATE UTILITY OWNER. THE CONTRACTOR SHALL COORDINATE ALL WORK WITH THE PRIVATE UTILITY COMPANIES. 12. PREVENT DEBRIS FROM ENTERING INLETS AND BASINS. PROVIDE AND MAINTAIN INLET 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. 13. 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, REVISION OF DECEMBER 2002 AND SUPPLEMENTARY STANDARD CONSTRUCTION DETAILS FOR CONSTRUCTION, FEBRUARY 1, 2001.

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1. WHEELED OR TRACKED VEHICLES SHALL NOT OPERATE IN THE WATER. WHEELED OR TRACKED VEHICLES SHALL NOT OPERATE IN THE WATER. EQUIPMENT MAY OPERATE ON SHORE AND REACH INTO THE WATER WITH A BUCKET OR SIMILAR EXTENSION. 2. THE CONTRACTOR SHALL COORDINATE MATERIAL STORAGE AND LAYDOWN AREAS THE CONTRACTOR SHALL COORDINATE MATERIAL STORAGE AND LAYDOWN AREAS WITH CONTRACTING OFFICER. 3. ALL CONSTRUCTION MATERIALS SHALL BE TRANSPORTED TO AND FROM THE ALL CONSTRUCTION MATERIALS SHALL BE TRANSPORTED TO AND FROM THE SITE IN COVERED VEHICLES. THE CONTRACTOR SHALL VACUUM ASSISTED STREET SWEEPER AVAILABLE AT THE SITE ON A DAILY BASIS TO KEEP TRAFFIC AREAS CLEAN. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING WITH THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING WITH PORTSMOUTH SHIPYARD OPERATIONS DURING THE PROCESS OF THE WORK. 5. THE CONTRACTOR SHALL SUBMIT A DETAILED CONSTRUCTION SEQUENCING PLAN THE CONTRACTOR SHALL SUBMIT A DETAILED CONSTRUCTION SEQUENCING PLAN FOR REVIEW AND APPROVAL PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL ANTICIPATE AND COORDINATE ONLY ONE (1) RELOCATION OF THE LIVING BARGE, TO FACILITATE CONSTRUCTION PHASING. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FOR MAINTAINING SECURITY AT THE CONTRACTOR SHALL BE RESPONSIBLE FOR FOR MAINTAINING SECURITY AT ALL TIMES DURING CONSTRUCTION. 7. CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE O.S.H.A. REGULATIONS AND CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE O.S.H.A. REGULATIONS AND SAFETY REQUIREMENTS. 8. ALL CONSTRUCTION SIGNS SHALL BE DESIGNED TO WITHSTAND 50MPH WINDS ALL CONSTRUCTION SIGNS SHALL BE DESIGNED TO WITHSTAND 50MPH WINDS VELOCITY WINDS AND ARE 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, CONTRACTOR SHALL 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 OWNER. OWNER MAY MODIFY THIS LINE TO ACCOMMODATE THE EFFICIENCY OF CONSTRUCTION PROJECT. 11. CONTRACTOR SHALL RELOCATE PLATFORM AND GANGWAY TO LIVING BARGES AT CONTRACTOR SHALL RELOCATE PLATFORM AND GANGWAY TO LIVING BARGES AT BERTH 6A A MINIMUM OF ONE (1) TIME DURING THE COURSE OF CONSTRUCTION. 12. ENSURE ALL RADIOLOGICAL BOUNDARIES ARE NOT VIOLATED. ENSURE ALL RADIOLOGICAL BOUNDARIES ARE NOT VIOLATED. 13. MATERIALS SHALL BE BROUGHT ON TO THE SHIPYARD ON A DAILY BASIS TO MATERIALS SHALL BE BROUGHT ON TO THE SHIPYARD ON A DAILY BASIS TO COMPLETE THAT DAY'S WORK, OR AS NECESSARY, DUE TO LIMITED LAYDOWN AREA AVAILABLE AND TO MAINTAIN EMERGENCY VEHICLE AND PORTAL ACCESS. NO STORAGE OF EXCESS MATERIAL ON SITE WILL BE PERMITTED.

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1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING TRAFFIC FLOW THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING TRAFFIC FLOW DURING THE CONSTRUCTION. 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING TRAFFIC FLOW THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING TRAFFIC FLOW DURING THE PROGRESS OF THE WORK. A DETAILED TRAFFIC CONTROL PLAN SHALL BE SUBMITTED FOR REVIEW AND APPROVAL PRIOR TO CONSTRUCTION. THE TRAFFIC CONTROL PLAN SHALL CONSIDER ALL AFFECTED PORTSMOUTH SHIPYARD OPERATIONS. THE CONTRACTOR SHALL UPDATE THE TRAFFIC CONTROL PLAN AS REQUIRED DURING THE PROJECT. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING EXISTING TRAFFIC THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING EXISTING TRAFFIC CONTROL SIGNAGE AND INFORMATIONAL SIGNS DURING THE PROCESS OF WORK. 4. TRAFFIC CONTROL DEVICES SHALL BE PROVIDED BY THE CONTRACTOR. TRAFFIC CONTROL DEVICES SHALL BE PROVIDED BY THE CONTRACTOR. 5. THE CONTRACTOR SHALL PROVIDE POST MOUNTED AND WALL MOUNTED THE CONTRACTOR SHALL 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 DEPARTMENT OF COMMERCE. 6. FIRE LANES MUST BE MAINTAINED OF ALL TIMES WITH A MIN. 20' WIDTH FIRE LANES MUST BE MAINTAINED OF ALL TIMES WITH A MIN. 20' WIDTH DURING NON-WORKING HOURS. PORTAL CRANE ACCESS MUST BE MAINTAINED AT ALL TIMES.

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1. ALL WORK SHALL BE COMPLETED IN ACCORDANCE WITH NFPA-70, NATIONAL ELECTRICAL ALL WORK SHALL BE COMPLETED IN ACCORDANCE WITH NFPA-70, NATIONAL ELECTRICAL CODE (NEC) 2011 AND IEEE C2-2012 NATIONAL ELECTRICAL SAFETY CODE. 2. CONTRACTOR SHALL APPLY FOR UTILITY POWER OUTAGES AT LEAST FIFTEEN (15) DAYS IN CONTRACTOR SHALL APPLY FOR UTILITY POWER OUTAGES AT LEAST FIFTEEN (15) DAYS IN ADVANCE. ALL POWER OUTAGES SHALL BE SCHEDULE WITH CONTRACTING OFFICER AND PNSY PERSONNEL. OUTAGE REQUEST SHALL BE CONSIDERED APPROVED ONLY WITH WRITTEN CORRESPONDENCE FROM THE CONTRACTING OFFICER. 3. ALL NEW CONDUCTOR MATERIAL, INCLUDING WIRING, DISTRIBUTION BUSES, AND GROUND ALL NEW CONDUCTOR MATERIAL, INCLUDING WIRING, DISTRIBUTION BUSES, AND GROUND CONDUCTORS SHALL BE COPPER. 4. COORDINATE ALL EQUIPMENT CONNECTIONS WITH SELECTED MANUFACTURER'S RECOMMENDED COORDINATE ALL EQUIPMENT CONNECTIONS WITH SELECTED MANUFACTURER'S RECOMMENDED INSTRUCTIONS. 5. PROVIDE ALL MOUNTING HARDWARE NECESSARY FOR A COMPLETE INSTALLATION. ALL PROVIDE ALL MOUNTING HARDWARE NECESSARY FOR A COMPLETE INSTALLATION. ALL MOUNTING HARDWARE AND FITTINGS SHALL BE HOT DIPPED GALVANIZED AND APPROVED FOR USE IN MARINE ENVIRONMENTS. 6. UPON COMPLETION, TEST OPERATION OF ALL REINSTALLED EQUIPMENT WITH THE UPON COMPLETION, TEST OPERATION OF ALL REINSTALLED EQUIPMENT WITH THE GOVERNMENT AND CONFIRM PROPER PHASE ROTATION. 7. ALL CABLES TO BE REUSED SHALL BE COILED OUT OF THE WORK LIMIT. IF SERVICE IS TO ALL CABLES TO BE REUSED SHALL BE COILED OUT OF THE WORK LIMIT. IF SERVICE IS TO REMAIN COORDINATE A TEMPORARY LOCATION. 8. PROVIDE TEMPORARY POWER AS NECESSARY AS DIRECTED BY THE CONTRACTING OFFICER PROVIDE TEMPORARY POWER AS NECESSARY AS DIRECTED BY THE CONTRACTING OFFICER IN COORDINATION WITH SHIPYARD OPERATIONS.

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1. ALL CONCRETE CONSTRUCTION AND DETAILING SHALL BE IN ACCORDANCE WITH ALL CONCRETE CONSTRUCTION AND DETAILING SHALL BE IN ACCORDANCE WITH ACI 318-11. 2. STRUCTURAL MARINE CONCRETE SHALL HAVE A 28-DAY STRENGTH OF 5000 STRUCTURAL MARINE CONCRETE SHALL HAVE A 28-DAY STRENGTH OF 5000 PSI AND MAXIMUM AGGREGATE SIZE OF 3/4" IN ACCORDANCE WITH NH DOT AAA MIX, OR AN APPROVED EQUIVALENT. CONCRETE PLACED UNDERWATER SHALL HAVE A MINIMUM 28-DAY STRENGTH OF 3000 PSI AND MEET THE REQUIREMENTS OF NH DOT T MIX, OR AN APPROVED EQUIVALENT. 3. REINFORCING STEEL SHALL CONFORM TO ASTM A615, GRADE 60. MAINTAIN 3" REINFORCING STEEL SHALL CONFORM TO ASTM A615, GRADE 60. MAINTAIN 3" CLEAR COVER EXCEPT AS NOTED TO REINFORCEMENT AT ALL LOCATIONS. STEEL REINFORCEMENT FOR THE CAST-IN-PLACE BOLLARD FOUNDATIONS SHALL BE EPOXY COATED IN ACCORDANCE WITH ASTM A775. 4. SUBMIT DETAILED REINFORCEMENT SHOP DRAWINGS INCLUDING BAR-BEND SUBMIT DETAILED REINFORCEMENT SHOP DRAWINGS INCLUDING BAR-BEND SCHEDULES FOR REVIEW AND APPROVAL PRIOR TO DELIVERY OF ANY REINFORCING STEEL. 5. EXPOSED CONCRETE EDGES SHALL HAVE A HAVE A 3/4" CHAMFER, UNLESS EXPOSED CONCRETE EDGES SHALL HAVE A HAVE A 3/4" CHAMFER, UNLESS OTHERWISE NOTED. 6. ALL FORMWORK FOR CONCRETE SHALL BE LEFT IN PLACE AND CONCRETE ALL FORMWORK FOR CONCRETE SHALL BE LEFT IN PLACE AND CONCRETE SURFACES SHALL BE COVERED AND MOIST CURED FOR A PERIOD OF NOT LESS THAN SEVEN (7) FULL DAYS AFTER CONCRETE PLACEMENT. AFTER COMPLETION OF THE MOIST CURING, A CURING COMPOUND SHALL BE USED FOR THE REMAINDER OF THE 28-DAY CURING PERIOD. CURING PERIOD SHALL BEGIN IMMEDIATELY UPON FINISHING PLACEMENT. 7. FINISHED CONCRETE SURFACES ON DECK SHALL POSITIVELY DRAIN TO DRAIN FINISHED CONCRETE SURFACES ON DECK SHALL POSITIVELY DRAIN TO DRAIN LOCATIONS. ANY DEFICIENT AREAS WILL BE REJECTED. REWORK SHALL INCLUDE SAW CUTTING AND MINIMUM REPLACEMENT OF TOP 3" OF CONCRETE. 8. CONTRACTOR SHALL TAKE FIELD MEASUREMENTS PRIOR TO PREPARATION OF CONTRACTOR SHALL TAKE FIELD MEASUREMENTS PRIOR TO PREPARATION OF SHOP DRAWINGS, FORMWORK, AND FABRICATION WHERE REQUIRED, TO ENSURE PROPER FITTING OF THE WORK.

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1. ENVIRONMENTAL CONTROLS SHALL CONFORM TO ALL STATE, LOCAL, AND FEDERAL ENVIRONMENTAL CONTROLS SHALL CONFORM TO ALL STATE, LOCAL, AND FEDERAL REGULATIONS AND PERMITS; AS WELL AS THE SPECIFICATION SECTION 01 57 19.00 22 TEMPORARY ENVIRONMENTAL CONTROLS. 2. MEASURES SHALL BE TAKEN TO PREVENT DEBRIS, WELD SLAG, AND WASTE WATERS MEASURES SHALL BE TAKEN TO PREVENT DEBRIS, WELD SLAG, AND WASTE WATERS FROM CONCRETE WORK AND DEMOLITION WORK FROM ENTERING THE STORM WATER DRAINS AND RIVER. 3. THE CONTRACTOR SHALL PROVIDE CATCH BASIN SILT SACK INLET PROTECTION AS THE CONTRACTOR SHALL PROVIDE CATCH BASIN SILT SACK INLET PROTECTION AS NOTED IN THE SPECIFICATIONS. THE CONTRACTOR SHALL CLEAN ON A PERIODIC BASIS AND AFTER EACH SIGNIFICANT RAIN EVENT. CATCH BASIN INLET PROTECTION DETAIL ON CG001.

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1. DEMOLITION SHALL BE CONDUCTED TO PREVENT DEBRIS FROM FALLING INTO DEMOLITION SHALL BE CONDUCTED TO PREVENT DEBRIS FROM FALLING INTO THE WATER. UNDERWATER INSPECTIONS MAY BE CONDUCTED BY THE GOVERNMENT TO ENSURE THE CONTRACTOR REMOVES ALL DEMOLITION AND CONSTRUCTION DEBRIS FROM THE WATER. 2. OBTAIN, ON A DAILY BASIS, A HOT WORKS PERMIT FOR ALL GRINDING, OBTAIN, ON A DAILY BASIS, A HOT WORKS PERMIT FOR ALL GRINDING, WELDING, OR TORCH CUTTING WORK. 3. REMOVE MARINE GROWTH AND OTHER BOND INHIBITING SUBSTANCES FROM REMOVE MARINE GROWTH AND OTHER BOND INHIBITING SUBSTANCES FROM ALL SURFACES IN CONTACT WITH REPAIR WORK.

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V A

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CG001FAC-YR-NUM

PWD-MAINE

IN HOUSE DESIGN

SECTION

AS BUILT NOTES: EROSION CONTROL NOTES:

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DRAWFORM REVISION: 10 OCTOBER 2014

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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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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 EROSION CONTROL NOTES & DETAILS

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SYM

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DESCRIPTION

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DATE

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APPR

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PORTSMOUTH NAVAL SHIPYARD

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KITTERY, MAINE

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SEA LEVEL STORM SURGE MITIGATION

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TO BERTHS 5 & 6A

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DAVID HICKMAN

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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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AMIN BAHROUR

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JEFF HOYT

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RICK DOLCE

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JEFF HOYT

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RICK DOLCE

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UNCLASSIFIED

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UNCLASSIFIED

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UNCLASSIFIED

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UNCLASSIFIED

AutoCAD SHX Text 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: TUBULAR FILTRATION CONTROL AND INLET PROTECTION DEVICES. CONTRACTOR SHALL DESIGNATE AN ENVIRONMENTAL MANAGER WHO SHALL BE RESPONSIBLE FOR INSPECTING ALL INSTALLED EROSION CONTROL MEASURES AND MONITORING THEIR EFFECTIVENESS. 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 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 COMPLETION OF PROJECT. CONTRACTOR SHALL INSTALL ADDITIONAL MEASURES TO CONTROL EROSION AS NECESSARY GIVEN SITE AND WEATHER CONDITIONS. SITE SHALL BE PERIODICALLY SWEPT TO MINIMIZE MIGRATING 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. DRY POWER BROOMING WILL NOT BE PERMITTED. INSTEAD, USE VACUUMING, WET MOPPING, WET SWEEPING, OR WET POWER BROOMING.

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ISSUED FOR BID

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FIELD INLET OR CATCH BASIN GRATE

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1" REBAR FOR LIFTING AND REMOVAL

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DUMP STRAP (2)

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SILTSACK

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AutoCAD SHX Text FIELD INLET OR CATCH BASIN SILTSACK IS CUSTOM MADE FOR EACH BASIN SIZE (L X W X D). CONTACT ACF ENVIRONMENTAL (1-800-644-9223)

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SILTSACK INLET SEDIMENT CONTROL DEVISE

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NTS

AutoCAD SHX Text NOTES: 1. ALL MATERIAL TO MEET SPECIFICATIONS. 2. FILL MEDIA TO MEET FILL MEDIA TO MEET APPLICATION REQUIREMENTS. 3. FAILING OR EXHAUSTED MATERIAL TO BE DISPOSED OF OFF SITE, AS DETERMINED BY CONTRACTING OFFICER.

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WORK AREA

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WORK AREA

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WATER FLOW

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TUBULAR SEDIMENT CONTROL DEVICE

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1. PLANS HAVE BEEN COMPILED FROM EXISTING RECORD PLAT CONTRACTOR PLANS HAVE BEEN COMPILED FROM EXISTING RECORD PLAT CONTRACTOR SHALL REVISE 2 SETS OF PAPER DRAWINGS BY RED-LINE PROCESS TO SHOW THE AS-BUILT CONDITIONS DURING THE PROSECUTION OF THE PROJECT. THE CONTRACTOR SHALL KEEP THE AS-BUILT DRAWINGS CURRENT ON A WEEKLY BASIS AND AT LEAST ONE SET AVAILABLE ON THE JOB SITE AT ALL TIMES. THE PLANS SHALL BE PREPARED IN ACCORDANCE WITH THE REQUIREMENTS SPECIFIED IN SECTION 01 78 00.00 22 CLOSEOUT SUBMITTALS. 2. CHANGES FROM THE CONTRACT PLANS WHICH ARE MADE IN THE WORK OR CHANGES FROM THE CONTRACT PLANS WHICH ARE MADE IN THE WORK OR ADDITIONAL INFORMATION WHICH MIGHT BE UNCOVERED IN THE COURSE OF CONSTRUCTION MUST BE ACCURATELY AND NEATLY RECORDED AS THEY OCCUR BY MEANS OF DETAILS AND NOTES. THE CONTRACTOR SHALL PREPARE AND PROVIDE TO THE CONTRACTING OFFICER WORKING RECORD (AS-BUILT) DRAWINGS AFTER THE COMPLETION OF EACH DEFINABLE FEATURE OF WORK AS LISTED IN THE CONTRACTOR QUALITY CONTROL PLAN (FOUNDATIONS, UNDERGROUND UTILITIES, STRUCTURAL STEEL, ETC., AS APPROPRIATE FOR THE PROJECT). IF THE CONTRACTOR FAILS TO MAINTAIN THE WORKING AND FINAL RECORD DRAWINGS AS SPECIFIED HEREIN, THE CONTRACTING OFFICER WILL DEDUCT FROM THE MONTHLY PROGRESS PAYMENT AN AMOUNT REPRESENTING THE ESTIMATED COST OF MAINTAINING THE RECORD DRAWINGS. THIS MONTHLY DEDUCTION WILL CONTINUE UNTIL AN AGREEMENT CAN BE REACHED BETWEEN THE CONTRACTING OFFICER AND THE CONTRACTOR REGARDING THE ACCURACY AND COMPLETENESS OF UPDATED DRAWINGS. THE CONTRACTOR SHALL SHOW ON THE WORKING AND FINAL RECORD DRAWINGS, BUT NOT LIMITED TO, THE FOLLOWING INFORMATION: A. THE ACTUAL LOCATION (ELEVATION AND HORIZONTAL COORDINATES), THE ACTUAL LOCATION (ELEVATION AND HORIZONTAL COORDINATES), MATERIALS AND SIZES OF ALL SUB-SURFACE UTILITY LINES. IN ORDER THAT THE LOCATION OF THESE LINES AND APPURTENANCES MAY BE DETERMINED IN THE EVENT THE SURFACE OPENINGS OR INDICATORS BECOME COVERED OVER OR OBSCURED, SHOW BY OFFSET DIMENSIONS TO TWO PERMANENTLY FIXED SURFACE FEATURES THE END OF EACH RUN INCLUDING EACH CHANGE IN DIRECTION ON THE RECORD DRAWINGS OR HORIZONTAL COORDINATES BASED ON THE SHIPYARD DATUM. LOCATE VALVES, FITTINGS, SPLICE BOXES AND SIMILAR APPURTENANCES BY DIMENSIONING ALONG THE UTILITY RUN FROM A REFERENCE POINT. ALSO, RECORD THE DEPTH BELOW THE SURFACE OF EACH RUN OF PIPE, FITTINGS, VALVES, ETC. B. `THE LOCATION AND DIMENSIONS OF ANY CHANGES WITHIN THE `THE LOCATION AND DIMENSIONS OF ANY CHANGES WITHIN THE BUILDING STRUCTURE. C. CORRECT GRADE, ELEVATIONS, CROSS SECTION, OR ALIGNMENT OF CORRECT GRADE, ELEVATIONS, CROSS SECTION, OR ALIGNMENT OF ROADS, EARTHWORK, STRUCTURES OR EXISTING AND NEW UTILITIES IF ANY CHANGES WERE MADE FROM CONTRACT PLANS. D. CHANGES IN DETAILS OF DESIGN OR ADDITIONAL INFORMATION CHANGES IN DETAILS OF DESIGN OR ADDITIONAL INFORMATION OBTAINED FROM WORKING DRAWINGS SPECIFIED TO BE PREPARED AND/OR FURNISHED BY THE CONTRACTOR; INCLUDING BUT NOT LIMITED TO FABRICATION, ERECTION, INSTALLATION PLANS AND PLACING DETAILS, PIPE SIZES, INSULATION MATERIAL, DIMENSIONS OF EQUIPMENT FOUNDATIONS, ETC. E. THE TOPOGRAPHY, INVERT ELEVATIONS AND GRADES OF DRAINAGE THE TOPOGRAPHY, INVERT ELEVATIONS AND GRADES OF DRAINAGE INSTALLED OR AFFECTED AS PART OF THE PROJECT CONSTRUCTION. F. CHANGES OR MODIFICATIONS WHICH RESULT FROM THE FINAL CHANGES OR MODIFICATIONS WHICH RESULT FROM THE FINAL INSPECTION. G. WHERE CONTRACT DRAWINGS OR SPECIFICATIONS PRESENT OPTIONS, WHERE CONTRACT DRAWINGS OR SPECIFICATIONS PRESENT OPTIONS, SHOW ONLY THE OPTION SELECTED FOR CONSTRUCTION ON THE FINAL AS-BUILT PRINTS. H. SYSTEMS DESIGNED OR ENHANCED BY THE CONTRACTOR, SUCH AS SYSTEMS DESIGNED OR ENHANCED BY THE CONTRACTOR, SUCH AS HVAC CONTROLS, FIRE ALARM, FIRE SPRINKLER, AND IRRIGATION SYSTEMS. I. MODIFICATIONS (INCLUDE WITHIN MODIFICATION PRICING THE COST TO MODIFICATIONS (INCLUDE WITHIN MODIFICATION PRICING THE COST TO CHANGE WORKING AND FINAL RECORD DRAWINGS TO REFLECT MODIFICATIONS) AND COMPLIANCE WITH THE PROCEDURES SPECIFIED IN SECTION 01 78 00.00 22 CLOSEOUT SUBMITTALS. J. WHERE UTILITY LOCATIONS DIFFER FROM THOSE IDENTIFIED ON THE WHERE UTILITY LOCATIONS DIFFER FROM THOSE IDENTIFIED ON THE PLANS. K. NEW CONCRETE CURB LOCATION AND ELEVATION INCLUDING FLOOD NEW CONCRETE CURB LOCATION AND ELEVATION INCLUDING FLOOD PANEL SYSTEMS. L. ABOVE GROUND UTILITIES IDENTIFIED ON THE CONTRACT DRAWINGS.ABOVE GROUND UTILITIES IDENTIFIED ON THE CONTRACT DRAWINGS.

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AMENDMENT 1

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C101FAC-YR-NUM

PWD-MAINE

IN HOUSE DESIGN

GRAPHIC SCALE

GENERAL SHEET NOTES

OVERALL SITE PLAN

NOTES

LEGEND

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BOL. 20

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AB.6"AIR

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AB. 1" ACETYLENE

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2" PW

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2" PW

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6"FW

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4" FW BLWOFF PLUGGED

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AB.6"FW

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AB.6"AIR

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EGS

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DRAWFORM REVISION: 10 OCTOBER 2014

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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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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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EXISTING CONDITIONS AND WORK AREAS

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DATE

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PORTSMOUTH NAVAL SHIPYARD

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KITTERY, MAINE

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SEA LEVEL STORM SURGE MITIGATION

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TO BERTHS 5 & 6A

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DAVID HICKMAN

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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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AMIN BAHROUR

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JEFF HOYT

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RICK DOLCE

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JEFF HOYT

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RICK DOLCE

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STATIONING

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BERTH 6B

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EXISTING CANNON BOLLARD

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PLAN

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NORTH

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SCALE: 1:20

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1. BASE MAP UTILITY INFORMATION BASED ON TOTAL MAP 2017. BASE MAP UTILITY INFORMATION BASED ON TOTAL MAP 2017. 2. TOPOGRAPHIC FIELD SURVEY PERFORMED BY DOUCET SURVEY TOPOGRAPHIC FIELD SURVEY PERFORMED BY DOUCET SURVEY INC. IN JANUARY, 2014 USING A GEODIMETER 600 PRO TOTAL STATION WITH A RANGER TDS DATA COLLECTOR AND A SOKKIA B20 AUTO LEVEL AND ARE ONLY INDICATIVE OF THE SITE CONDITIONS AT THE TIME OF THE SURVEY. CURRENT CONTOURS MAY VARY. 3. HORIZONTAL DATUM BASED ON MAINE STATE COORDINATE SYSTEM, HORIZONTAL DATUM BASED ON MAINE STATE COORDINATE SYSTEM, WEST ZONE, NAD 83. 4. VERTICAL INFORMATION IS BASED ON NAVD88. VERTICAL INFORMATION IS BASED ON NAVD88. 5. SEE GENERAL NOTES ON SHEET G002.SEE GENERAL NOTES ON SHEET G002.

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UNCLASSIFIED

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UNCLASSIFIED

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UNCLASSIFIED

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UNCLASSIFIED

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ISSUED FOR BID

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BERTH 6A

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BERTH 6A

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BERTH 5

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1. VESSEL INFORMATION DEPICTED HERE IS FOR SCHEMATIC VESSEL INFORMATION DEPICTED HERE IS FOR SCHEMATIC PURPOSES ONLY TO ILLUSTRATE POSSIBLE VESSEL ARRANGEMENT AT THE BERTH. VESSEL TYPE AND ARRANGEMENT IS SUBJECT TO CHANGE. THE FACILITY WILL REMAIN IN OPERATION DURING THE ENTIRE CONSTRUCTION PERIOD. THE CONTRACTOR SHALL CONDUCT THEIR OPERATIONS SO AS TO CAUSE THE LEAST POSSIBLE INTERFERENCE WITH NORMAL SHIPYARD OPERATIONS. THE CONTRACTOR SHALL SCHEDULE WORK IN COORDINATION WITH THE SHIPYARD OPERATIONS SCHEDULE. 2. PERMISSION TO INTERRUPT ANY ROADS, CRANE RAILS, PERMISSION TO INTERRUPT ANY ROADS, CRANE RAILS, RAILROADS, AND/OR UTILITY SERVICES SHALL BE SUBMITTED TO THE CONTRACTING OFFICER IN WRITING A MINIMUM OF 15 CALENDAR DAYS PRIOR TO THE DESIRED DATE OF INTERRUPTION. LONG TERM CRANE RAIL, ROAD, AND/OR RAILROAD OUTAGE PERMITS WILL NOT BE POSSIBLE. THE CONTRACTOR SHALL COORDINATE WITH THE SHIPYARD PORT OPERATIONS FOR BARGE OR VESSEL MOVEMENT, 3. SCHEDULE AND LOCATION OF VESSELS ARE SUBJECT TO SCHEDULE AND LOCATION OF VESSELS ARE SUBJECT TO CHANGE AND SHALL BE CONFIRMED WITH THE CONTRACTING OFFICER. LIVING BARGES WILL BE MOORED AT BERTH 6A FOR THE DURATION OF THE WORK. CONTRACTOR WILL COORDINATE WORK AROUND THE LIVING BARGES AND COORDINATE WITH THE SHIPYARD TEMPORARY MOVEMENT OF THE LIVING BARGES AS REQUIRED TO COMPLETE THE WORK. THE CONTRACTOR SHALL ANTICIPATE RELOCATING THE LIVING BARGES ONE TIME DURING THE COURSE OF CONSTRUCTION. 4. THE PROJECT IS LOCATED WITHIN THE CONTROLLED INDUSTRIAL THE PROJECT IS LOCATED WITHIN THE CONTROLLED INDUSTRIAL ACCESS (CIA) AREA OF THE SHIPYARD THAT REQUIRE SPECIAL SHIPYARD COORDINATION AS DETAILED IN THE SPECIFICATIONS. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL PASSES AND PERMITS RELATED TO WORK WITHIN THE CIA THROUGHOUT THE DURATION OF THE PROJECT. 5. CONTRACTOR SHALL COORDINATE WITH PNSY PORT OPERATIONS CONTRACTOR SHALL COORDINATE WITH PNSY PORT OPERATIONS AND THE CONTRACTING OFFICER TO HAVE DEPLOYED MOORING LINES ADJUSTED AS REQUIRED, TO ALLOW FOR CONCRETE CURB INSTALLATION. 6. CONTRACTOR TO PROTECT ALL RAILROAD TRACKS.CONTRACTOR TO PROTECT ALL RAILROAD TRACKS.

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EXISTING LIVING BARGES

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STATIONING

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EXISTING CANNON BOLLARD

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APPROXIMATE LIMITS OF WORK

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LAYDOWN AREA

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STATIONING

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EXISTING CANNON BOLLARD

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CHECK GRAPHIC SCALE BEFORE USING

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AMENDMENT 1

AutoCAD SHX Text 10/04/2019

AutoCAD SHX Text

V A

S E

N G

E R

C O

M M

A N

-A

A N

C102FAC-YR-NUM

PWD-MAINE

IN HOUSE DESIGN

GRAPHIC SCALE

GENERAL SHEET NOTES

NOTES

OVERALL SITE PLAN

LEGEND

AutoCAD SHX Text

BOL. 20

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AB.6"AIR

AutoCAD SHX Text #118

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NO BOTTLES

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AB. 1" ACETYLENE

AutoCAD SHX Text A22

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AutoCAD SHX Text #201

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AB.6"AIR

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EGS

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DRAWFORM REVISION: 10 OCTOBER 2014

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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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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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WORK AND LOCATION PLAN

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AutoCAD SHX Text 1605234

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SYM

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DESCRIPTION

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DATE

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APPR

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PORTSMOUTH NAVAL SHIPYARD

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KITTERY, MAINE

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