Drawings_1859635_ FY25 Audit Repairs.pdf

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Amendment 2: Concrete repairs to dry dock 2 and dry dock 3
Solicitation number
N4008525B0001
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This document is a detailed set of engineering design drawings for the FY25 Audit Repairs project at the Portsmouth Naval Shipyard in Kittery, Maine. The Naval Facilities Engineering Systems Command (NAVFAC) Mid-Atlantic is overseeing comprehensive repairs and upgrades to multiple dry docks (Dry Dock No. 1, No. 2, and No. 3), including structural concrete repairs, drainage system improvements, electrical infrastructure modifications, and site work.

The drawings cover extensive technical specifications for repair work, including concrete spall and crack repairs, reinforcing steel restoration, construction joint sealant repairs, erosion control measures, utility relocations, and temporary construction barriers. The project involves detailed plans for structural elements, pump wells, electrical systems, and site logistics, with a focus on maintaining operational integrity during the renovation process. The design documents provide comprehensive guidance for contractors, including general notes, keynotes, graphic scales, and specific repair methodologies for various dock components and associated infrastructure.

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G001DD2-25-1674

PWD-MAINE

IN HOUSE DESIGN

LIST OF DRAWINGS

KITTERY, ME

PORTSMOUTH NAVAL SHIPYARD

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DEPARTMENT OF THE NAVY

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NAVFAC DRAWING NO.

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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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DESCRIPTION

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KITTERY

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PORTSMOUTH

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ACTIVITIES

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PORTSMOUTH

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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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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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DETAIL

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SECTION

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REFERENCES

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REFERENCES

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PORTSMOUTH NAVAL SHIPYARD

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KITTERY, MAINE

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FY25 AUDIT REPAIRS

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LOUIS DITOMASSO

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DRAWN BY

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DESIGNER

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XXX

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TOR HARRIS

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BRIAN STODDARD

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TOR HARRIS

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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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JEFF HOYT

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SHEET NO.

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PWD-ME NO.

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NAVFAC DWG. NO.

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OVERALL DRY DOCKS SITE PLANS AND SCHEDULE

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GENERAL STRUCTURAL NOTES AND DETAILS

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DRY DOCK NO.2 - LAYDOWN SPACE PLAN - VESSEL IN DOCK

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DRY DOCK NO.2 - SITE PLAN

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DRY DOCK NO.2 - WEST ELEVATION

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DRY DOCK NO.2 SECTIONS

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STRUCTURAL DETAILS

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DRY DOCK NO.3 - SITE AND LAYDOWN SPACE PLAN

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DRY DOCK NO.3 PUMPWELL PLANS

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DRY DOCK NO.3 PUMPWELL SECTION

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DRY DOCK NO.3 PUMPWELL PLANS AND SECTION

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BID OPTION 2 - DRY DOCK NO.1 SITE PLAN AND SECTION

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BID OPTION 1 - DRY DOCK NO.2 SITE PLAN AND DETAILS

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BID OPTION 04 - DRY DOCK NO.3 DRAINAGE ELEVATIONS

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BID OPTION 04 - DRY DOCK NO.3 DRAINAGE REPAIR DETAILS

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GENERAL ELECTRICAL NOTES AND SYMBOLS

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DRY DOCK NO.1 ELECTRICAL SITE PLANS BID OPTION 2

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ENLARGED PLAN, ELEVATION AND SECTION BID OPTION 2

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APPROVED: PNSY DRY DOCK CONTROL BOARD

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SIGNATURE

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BADGE #

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APPROVED

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C984 DD BRANCH HEAD:

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FY25 AUDIT REPAIRS

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LAUNCH RAMP

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NOT TO SCALE

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SITE PLAN

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NFA100000493192

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NFA100000493940

G002DD2-25-1675

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IN HOUSE DESIGN

GENERAL NOTES EROSION CONTROL NOTES:

TRAFFIC NOTES:

CONSTRUCTION NOTES:

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FIRE LANE NOTES:

OUTAGE COORDINATION

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DEPARTMENT OF THE NAVY

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NAVFAC DRAWING NO.

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NAVAL FACILITIES ENGINEERING SYSTEMS COMMAND

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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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SYM

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DESCRIPTION

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APPR

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ISSUED FOR BID

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PORTSMOUTH NAVAL SHIPYARD

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KITTERY, MAINE

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FY25 AUDIT REPAIRS

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LOUIS DITOMASSO

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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. 14. ANY AND ALL ASBESTOS RELATED WORK MUST BE PERFORMED IN ANY AND ALL ASBESTOS RELATED WORK MUST BE PERFORMED IN ACCORDANCE WITH SPECIFICATION SECTION 02 82 00.00, ASBESTOS REMEDIATION. 15. ALL CONCRETE WASTEWATER OR DEMOLITION WATER MUST BE CONTAINED, ALL CONCRETE WASTEWATER OR DEMOLITION WATER MUST BE CONTAINED, TREATED AND PROPERLY DISPOSED OF. ALL DRY DOCK DRAINS SHALL BE PROTECTED DURING ADJACENT WORK ACTIVITIES.

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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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DRAWFORM REVISION: DECEMBER 2018

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1. FIRE LANES SHALL BE A MINIMUM OF TWENTY (20) FEET IN WIDTH. FIRE LANES SHALL BE A MINIMUM OF TWENTY (20) FEET IN WIDTH. 2. FIRE LANES SHALL HAVE A MINIMUM OF THIRTEEN (13) FEET SIX (6) INCHES FIRE LANES SHALL HAVE A MINIMUM OF THIRTEEN (13) FEET SIX (6) INCHES NOMINAL VERTICAL CLEARANCE OVER THE FULL WIDTH OF THE FIRE LANE. 3. FIRE LANES SHALL HAVE A MINIMUM INSIDE TURN RADIUS SHALL BE FIRE LANES SHALL HAVE A MINIMUM INSIDE TURN RADIUS SHALL BE TWENTY-FIVE (25) FEET AND MINIMUM OUTSIDE TURN RADIUS SHALL BE FIFTY (50) FEET. 4. BLOCKING OF FIRE LANES IS EXPRESSLY PROHIBITED FOR ANY REASON BLOCKING OF FIRE LANES IS EXPRESSLY PROHIBITED FOR ANY REASON WITHOUT PRIOR APPROVAL. SPECIFICATION SECTION 01 14 00.00 22 WORK RESTRICTIONS, PARAGRAPH 1.12.2.5 DESCRIBES THE GENERAL PROCESS FOR VEHICLES FOUND TO BE PARKING IN OR BLOCKING FIRE LANES.

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3.3.7 CRITICAL SHIPYARD INFRASTRUCTURE (CSI) REQUIREMENTS (PNSY) ALL CONSTRUCTION ACTIVITIES (INCLUDING EXCAVATION ADJACENT TO CRITICAL INFRASTRUCTURE) AND OUTAGES DIRECTLY IMPACTING OR WITHIN THREE FEET OF SHIPYARD CRITICAL INFRASTRUCTURE ARE REQUIRED TO HAVE A CRITICAL INFRASTRUCTURE RISK ANALYSIS AND RISK MITIGATION PLAN (CI RISK MITIGATION PLAN). THE CI RISK MITIGATION PLAN IS THE CONTRACTOR'S RESPONSIBILITY. GENERAL INFORMATION RELATED TO PROJECT SPECIFIC OUTAGE PHASING & SEQUENCING MAY BE PROVIDED IN THE CONTRACT DOCUMENTS. THE CONTRACTOR'S PROPOSED MEANS AND METHODS RELATED TO ANY WORK THAT MAY IMPACT SHIPYARD CRITICAL INFRASTRUCTURE ARE SUBJECT TO GOVERNMENT APPROVAL. THE ANTICIPATED PHASING & SEQUENCING FOR COMPLETING THIS WORK MAY BE OUTLINED IN THE DRAWINGS. ANY ADDITIONAL WORK AND COSTS ASSOCIATED WITH ANY CHANGES TO THE PHASING & SEQUENCING BASED ON THE CONTRACTOR'S MEANS & METHODS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND WILL NOT BE A BASIS FOR A CLAIM FOR ADDITIONAL COST AND TIME. THE CONTRACTING OFFICER WILL REQUIRE APPROVAL OF EACH CI RISK MITIGATION PLAN PRIOR TO WORK, AND WHEN ASSOCIATED WITH AN OUTAGE, IT MUST BE SUBMITTED ALONG WITH THE OUTAGE REQUEST. DEFINITION: a. "CRITICAL INFRASTRUCTURE" (SOMETIMES REFERRED TO AS MISSION CRITICAL) "CRITICAL INFRASTRUCTURE" (SOMETIMES REFERRED TO AS MISSION CRITICAL) ARE SHIPYARD FACILITIES (UTILITIES AND STRUCTURES) THAT DIRECTLY AFFECT PERSONNEL SAFETY, RADIOLOGICAL CONTROLS, NUCLEAR AND REACTOR SAFETY, AND SHIP SAFETY AND REQUIRE UNHINDERED RELIABLE OPERATION. THIS DEFINITION IS INTENDED TO BE USED IN A CONSERVATIVE MANNER WHEN DETERMINING IF WORK IMPACTS CRITICAL INFRASTRUCTURE, AND MUST BE REVIEWED BY THE CONTRACTING OFFICER REPRESENTATIVES THROUGH APPROPRIATE SHIPYARD PERSONNEL IN THOSE CASES WHEN THERE IS ANY QUESTION AS TO THE APPLICABILITY. i. CRITICAL STRUCTURES (AND THEIR FOUNDATION SYSTEMS) INCLUDE: DRY CRITICAL STRUCTURES (AND THEIR FOUNDATION SYSTEMS) INCLUDE: DRY DOCK STRUCTURES, PUMP WELL STRUCTURES, CAISSONS AS WELL AS CAISSON SEAT AND APRON, SUBMARINE PIERS, REACTOR SERVICING COMPLEXES, CRANE AND RAIL ROAD RAILS, AND BRIDGES 1 AND 2. ALSO, RADIOLOGICAL MATERIAL STORAGE FACILITIES AND EMERGENCY CONTROL CENTER. ALL WORK WITHIN THREE FEET OF A DRY DOCK PUMP WELL AND DRY DOCK (WHEN A SUBMARINE IS DOCKED) MUST FOLLOW CRITICAL SHIPYARD INFRASTRUCTURE REQUIREMENTS. ii. CRITICAL UTILITIES/SERVICES SUPPORT DRY DOCKS AND PIERS WITH CRITICAL UTILITIES/SERVICES SUPPORT DRY DOCKS AND PIERS WITH SUBMARINES, REACTOR SERVICING COMPLEXES, RADIOLOGICAL MATERIAL STORAGE FACILITIES, AND EMERGENCY CONTROL CENTER INCLUDING: DRY DOCK PUMPING SYSTEMS (DRAINAGE, DEWATERING, AND ASW- BOTH TEMPORARY AND PERMANENT SYSTEMS) HIGH VOLTAGE ELECTRICAL SYSTEMS AND LOW VOLTAGE ELECTRICAL SYSTEMS, COMMUNICATION SYSTEMS, HIGH PRESSURE AIR SYSTEMS, LOW PRESSURE AIR (BREATHING AIR), GAS LINES TO THE POWER PLANT, FRESH WATER, FIREFIGHTING WATER SUPPLY, AND HIGH PRESSURE STEAM.) 3.7 UTILITY/SERVICE AND FACILITY OUTAGES (PNSY): AN OUTAGE REQUEST MUST BE SUBMITTED AND APPROVED (SEE DIV. 1 SPECIFICATION SECTION 01 14 00.00 22 (PNSY)) WHEN NORMAL SYSTEM OPERATION WILL OR COULD BE IMPACTED FOR THE UTILITY/SERVICES, FACILITY, FIRE LANE, ROAD, GROUND LEVEL TRACK, AND FOR ANY UTILITY SYSTEM ONAGES. WORK REQUIRING AN OUTAGE MAY INCLUDE, BUT IS NOT LIMITED TO, REPAIRS, INSPECTION, MAINTENANCE, OR MODIFICATIONS THAT IMPACT THE UTILITY/SERVICE OR FACILITY. THE OUTAGE PROCESS INCLUDES DEVELOPMENT OF A PLAN AND OUTAGE PACKAGE, VETTING AND ALIGNING THE PLAN AND ASSOCIATED IMPACTS WITH STAKEHOLDERS, AND THEN SUBMITTAL OF THE FINAL OUTAGE PACKAGE FOR GOVERNMENT APPROVAL. 3.7.1 OUTAGES DIRECTLY IMPACTING OR WITHIN THREE FEET OF CRITICAL SHIPYARD INFRASTRUCTURE ARE REQUIRED TO HAVE A CRITICAL INFRASTRUCTURE RISK ANALYSIS AND RISK MITIGATION PLAN (CI RISK MITIGATION PLAN FORMAT EXAMPLE WILL BE PROVIDED BY THE GOVERNMENT) INCLUDED WITH THE OUTAGE REQUEST PACKAGE. REFER TO PARAGRAPH 3.3.7 FOR CRITICAL SHIPYARD INFRASTRUCTURE.

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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 SYSTEMS COMMAND

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APPROVED

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ACTIVITY

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FOR COMMANDER NAVFAC

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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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DESCRIPTION

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DATE

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ISSUED FOR BID

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PORTSMOUTH NAVAL SHIPYARD

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KITTERY, MAINE

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FY25 AUDIT REPAIRS

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LOUIS DITOMASSO

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DRAWN BY

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DESIGNER

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CHECKED BY

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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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DRAWFORM REVISION: DECEMBER 2018

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AutoCAD SHX Text UTILITY LOCATIONS: : 1. THE CONTRACTOR MUST PROVIDE THE SERVICES OF A THIRD PARTY, THE CONTRACTOR MUST PROVIDE THE SERVICES OF A THIRD PARTY, QUALIFIED INDEPENDENT UTILITY LOCATING COMPANY/PERSON(S) (CANNOT BE THE GOVERNMENT'S UTILITY LOCATING FIRM) TO POSITIVELY IDENTIFY UNDERGROUND UTILITIES IN THE WORK AREA. THE THIRD PARTY INDEPENDENT LOCATING FIRM IS IN ADDITION TO THE PWD ME DIG SAFE PROCESS. 2. THE THIRD PARTY REVIEW MUST BE COMPLETED AFTER THE PWD ME DIG THE THIRD PARTY REVIEW MUST BE COMPLETED AFTER THE PWD ME DIG SAFE MARKING HAVE BEEN COMPLETED. ONCE THE THIRD PARTY LOCATE COMPANY HAS COMPLETED THEIR REVIEW OF THE EXCAVATION AREA AND THE GOVERNMENT MARKINGS ARE CONFIRMED, THE THIRD PARTY LOCATE COMPANY & CONTRACTOR MUST SIGN THE THIRD PARTY UTILITY LOCATE CERTIFICATION FORM AND SUBMIT THE FORM TO THE CONTRACTING OFFICER PRIOR TO COMMENCING EXCAVATION. IF THE THIRD PARTY LOCATE COMPANY FINDS ANY DISCREPANCIES WITH THE GOVERNMENT'S UTILITY MARKINGS, THE CONTRACTOR MUST NOTIFY THE CONTRACTING OFFICER IMMEDIATELY. UTILITY LOCATION VERIFICATION: : 1. PHYSICALLY VERIFY UNDERGROUND UTILITY LOCATIONS, INCLUDING UTILITY PHYSICALLY VERIFY UNDERGROUND UTILITY LOCATIONS, INCLUDING UTILITY DEPTH, BY HAND DIGGING USING WOOD OR FIBERGLASS HANDLED TOOLS WHEN ANY ADJACENT CONSTRUCTION WORK IS EXPECTED TO COME WITHIN 3 FEET OF THE UNDERGROUND SYSTEM. UTILITIES WITHIN AND UNDER CONCRETE, BITUMINOUS ASPHALT, AND OTHER IMPERVIOUS SURFACES: 1. UTILITIES LOCATED WITHIN AND UNDER CONCRETE SLABS OR PIER UTILITIES LOCATED WITHIN AND UNDER CONCRETE SLABS OR PIER STRUCTURES, BRIDGES, PARKING AREAS, AND THE LIKE, ARE EXTREMELY DIFFICULT TO IDENTIFY. WHENEVER CONTRACT WORK INVOLVES CHIPPING, SAW CUTTING, OR CORE DRILLING THROUGH CONCRETE, BITUMINOUS ASPHALT OR OTHER IMPERVIOUS SURFACES, THE EXISTING UTILITY LOCATION MUST BE COORDINATED WITH STATION UTILITY DEPARTMENTS IN ADDITION TO LOCATION AND DEPTH VERIFICATION BY A THIRD PARTY, INDEPENDENT, PRIVATE LOCATING COMPANY. THE THIRD PARTY, INDEPENDENT, PRIVATE LOCATING COMPANY MUST LOCATE UTILITY DEPTH BY USE OF GROUND PENETRATING RADAR (GPR), X-RAY, BORE SCOPE, OR ULTRASOUND PRIOR TO THE START OF DEMOLITION AND CONSTRUCTION. OUTAGES TO ISOLATE UTILITY SYSTEMS MUST BE USED IN CIRCUMSTANCES WHERE UTILITIES ARE UNABLE TO BE POSITIVELY IDENTIFIED. THE USE OF HISTORICAL DRAWINGS DOES NOT ALLEVIATE THE CONTRACTOR FROM MEETING THIS REQUIREMENT. 2. THE CONTRACTOR MUST ENSURE WORK IS CONDUCTED AND COMPLETED IN THE CONTRACTOR MUST ENSURE WORK IS CONDUCTED AND COMPLETED IN SUCH A MANNER TO ALLOW ACCESS FOR EMERGENCY RESPONSE VEHICLES THROUGHOUT THE CONSTRUCTION PERIOD. (DM TO CONFIRM IF THERE ARE HAZARDOUS AND/OR MISSION CRITICAL UTILITIES WITHIN THE PROPOSED EXCAVATION AREAS. THIS SHOULD BE REVIEWED WITH THE UEM DSC.) EXCAVATING WITH HAZARDOUS AND/OR MISSION CRITICAL UTILITIES WITHIN THE EXCAVATION AREA: 1. THE FOLLOWING UTILITIES WITH THE EXCAVATION LIMITS FOR THIS PROJECT THE FOLLOWING UTILITIES WITH THE EXCAVATION LIMITS FOR THIS PROJECT ARE HAZARDOUS AND/OR MISSION CRITICAL: (DM TO LIST THE HAZARDOUS AND/OR MISSION CRITICAL UTILITIES) a. THE CONTRACTOR MUST EMPLOY SUPPLEMENT DAILY DIG SAFE PROCEDURES THE CONTRACTOR MUST EMPLOY SUPPLEMENT DAILY DIG SAFE PROCEDURES TO INCLUDE AN ADDITIONAL CHECKOFF ON CONTRACTOR DAILY ACTIVITY PLAN ASKING IF ALL UTILITIES HAVE BEEN CLEARLY MARKED AND REVIEWED WITH THE SSHO. b. THE CONTRACTOR MUST HAVE A DIG SAFE LAMINATED UTILITY COLOR CODING THE CONTRACTOR MUST HAVE A DIG SAFE LAMINATED UTILITY COLOR CODING SYSTEM POSTED IN OR NEAR ALL HEAVY DIGGING EQUIPMENT FOR EASY REFERENCE TO TYPE OF UTILITY. c. CONTRACTOR'S SSHO MUST COMPLETE A PRE-EXCAVATION WALK AS PART CONTRACTOR'S SSHO MUST COMPLETE A PRE-EXCAVATION WALK AS PART OF THE MORNING PROCEDURE TO HELP ENSURE ALL KNOWN UTILITIES ARE IDENTIFIED AND MARKINGS ARE REFRESHED WITH THE APPROPRIATE COLOR-CODED PAINT. d. CONTRACTOR MUST PROVIDE ADDITIONAL DANGER SIGNAGE, TO MARK AREAS CONTRACTOR MUST PROVIDE ADDITIONAL DANGER SIGNAGE, TO MARK AREAS OF KNOWN LIVE UNDERGROUND UTILITIES. e. CONTRACTOR MUST ENSURE A 'SPOTTER' ACCOMPANIES THE EQUIPMENT CONTRACTOR MUST ENSURE A 'SPOTTER' ACCOMPANIES THE EQUIPMENT OPERATOR DURING EXCAVATION WORK. f. CONTRACTOR MUST PROVIDE CONSTRUCTION CM/ET NOTIFICATION NO LATER CONTRACTOR MUST PROVIDE CONSTRUCTION CM/ET NOTIFICATION NO LATER THAN 7 WORKING DAYS PRIOR TO THE PREPARATORY AND INITIAL PRE-EXCAVATION/DEMO SAFETY REVIEW MEETING WILL BE HELD. g. THE CONTRACTOR MUST CONFIRM & IDENTIFY THE CLOSEST UTILITY THE CONTRACTOR MUST CONFIRM & IDENTIFY THE CLOSEST UTILITY ISOLATION POINTS & DEVELOP MITIGATION STRATEGIES WITH THE UTILITY OWNER (COORDINATE WITH THE PWD ME DSC) TO ENSURE THE SAFE EXCAVATION ADJACENT TO THESE UTILITIES. UTILITY OUTAGES TO ISOLATE UTILITY SYSTEMS MAY NEED TO BE CONSIDERED IN CIRCUMSTANCES WHERE THE EXCAVATION WORK CANNOT BE COMPLETED SAFELY. (DM TO CONFIRM IF THE FOLLOWING NOTES ARE REQUIRED & CONFIRM THE NUMBER OF TEST HOLES REQUIRED)

AutoCAD SHX Text THE CONTRACTOR MUST VERIFY LOCATION OF UNDERGROUND UTILITIES WITHIN THE EXCAVATION AREAS BY COMPLETING 10 TEST HOLES PRIOR TO THE PRIMARY EXCAVATION WORK. THE TEST HOLES MUST BE COMPLETED BY A QUALIFIED SUBSURFACE UTILITY ENGINEERING (SUE) CONTRACTOR AND MUST HAVE A MINIMUM OF THREE (3) YEARS OF VERIFIABLE EXPERIENCE INVOLVING WORK OF SIMILAR NATURE. 1. TEST HOLE METHOD TEST HOLE METHOD A. THE CONTRACTOR MUST USE MINIMALLY INTRUSIVE EXCAVATION THE CONTRACTOR MUST USE MINIMALLY INTRUSIVE EXCAVATION TECHNIQUES, ACCEPTABLE TO PWD ME, THAT ENSURE THE SAFETY OF THE EXCAVATION, THE INTEGRITY OF THE UTILITY LINE TO BE MEASURED, AND THAT OF OTHER LINES WHICH MAY BE ENCOUNTERED DURING EXCAVATION. B. EXCAVATION MUST BE BY MEANS OF AIR- OR WATER-ASSISTED EXCAVATION MUST BE BY MEANS OF AIR- OR WATER-ASSISTED VACUUM EXCAVATION EQUIPMENT MANUFACTURED SPECIFICALLY FOR THE PURPOSE. PROVIDED, HOWEVER, THAT APPROVAL OF WATER-ASSISTED VACUUM EXCAVATION MAY BE SUBJECT TO ADDITIONAL FINDINGS BY PWD ME THAT SUCH METHOD POSES MINIMAL RISK OF DAMAGE TO THE FACILITY OR UTILITY LINES. C. THE CONTRACTOR MUST COMPLETE A AHA PRIOR TO COMPLETING TEST THE CONTRACTOR MUST COMPLETE A AHA PRIOR TO COMPLETING TEST HOLES AND THE SSHO MUST BE PRESENT TO ENSURE ALL SAFETY PROCEDURES ARE FOLLOWED DURING THE EXCAVATION OF TEST HOLES. 2. COMPLIANCE WITH PWD ME DIG SAFE COMPLIANCE WITH PWD ME DIG SAFE A. THE CONTRACTOR MUST COMPLY WITH ALL APPLICABLE PROVISIONS OF THE CONTRACTOR MUST COMPLY WITH ALL APPLICABLE PROVISIONS OF PWD ME DIG SAFE PROCEDURES WHEN PERFORMING EXCAVATIONS AT UTILITY TEST HOLE SITES. 3. EXCAVATION OF TEST HOLES EXCAVATION OF TEST HOLES A. CLEAR THE TEST HOLE AREA OF SURFACE DEBRIS. CLEAR THE TEST HOLE AREA OF SURFACE DEBRIS. B. IN PAVED AREAS, NEATLY CUT AND REMOVE EXISTING PAVEMENT, IN PAVED AREAS, NEATLY CUT AND REMOVE EXISTING PAVEMENT, WHICH CUT SHALL NOT EXCEED 225 SQUARE INCHES UNLESS OTHERWISE APPROVED. C. EXCAVATE THE TEST HOLE BY THE METHOD(S) ACCEPTABLE TO PWD EXCAVATE THE TEST HOLE BY THE METHOD(S) ACCEPTABLE TO PWD ME AND TO THE STANDARDS SET FORTH HEREIN (SEE ALSO "SELECTION OF METHOD" ABOVE). THE NOMINAL DIAMETER OF THE TEST HOLE SHALL NOT EXCEED 8 INCHES UNLESS OTHERWISE APPROVED. D. EXPOSE THE UTILITY ONLY TO THE EXTENT REQUIRED FOR EXPOSE THE UTILITY ONLY TO THE EXTENT REQUIRED FOR IDENTIFICATION AND DATA COLLECTION PURPOSES. E. AVOID DAMAGE TO LINES, WRAPPINGS, COATINGS, CATHODIC AVOID DAMAGE TO LINES, WRAPPINGS, COATINGS, CATHODIC PROTECTION OR OTHER PROTECTIVE COVERINGS AND FEATURES. F. HAND-DIG AS NEEDED TO SUPPLEMENT MECHANICAL EXCAVATION AND HAND-DIG AS NEEDED TO SUPPLEMENT MECHANICAL EXCAVATION AND TO ENSURE SAFETY. G. REVISE THE TEST HOLE LOCATION AS NECESSARY TO POSITIVELY REVISE THE TEST HOLE LOCATION AS NECESSARY TO POSITIVELY EXPOSE THE UTILITY. H. STORE EXCAVATED MATERIAL FOR RE-USE OR DISPOSAL, AS STORE EXCAVATED MATERIAL FOR RE-USE OR DISPOSAL, AS APPROPRIATE. I. ANY DAMAGE TO ANY UTILITIES MUST BE REPORTED TO THE PWD ME ANY DAMAGE TO ANY UTILITIES MUST BE REPORTED TO THE PWD ME DM IMMEDIATELY. THE CONTRACTOR IS RESPONSIBLE FOR ANY UTILITY DAMAGE. 4. COLLECTION, RECORDING, AND PRESENTATION OF DATA COLLECTION, RECORDING, AND PRESENTATION OF DATA MEASURE AND/OR RECORD THE FOLLOWING INFORMATION AND PROVIDE THE DATA TO THE CONTRACTING OFFICER: A. ELEVATION OF TOP AND/OR BOTTOM OF THE UTILITY TIED TO THE ELEVATION OF TOP AND/OR BOTTOM OF THE UTILITY TIED TO THE PROJECT DATUM, TO A VERTICAL ACCURACY OF +/- 0.05 FEET. B. ELEVATION OF EXISTING GRADE OVER UTILITY AT TEST HOLE. ELEVATION OF EXISTING GRADE OVER UTILITY AT TEST HOLE. C. HORIZONTAL LOCATION REFERENCED TO PROJECT COORDINATE DATUM. HORIZONTAL LOCATION REFERENCED TO PROJECT COORDINATE DATUM. D. FIELD SKETCH SHOWING HORIZONTAL LOCATION REFERENCED TO A FIELD SKETCH SHOWING HORIZONTAL LOCATION REFERENCED TO A MINIMUM OF THREE (3) SWING TIES TO PHYSICAL STRUCTURES EXISTING IN THE FIELD AND SHOWN ON THE PROJECT PLANS. E. APPROXIMATE CENTERLINE BEARING OF UTILITY LINE. APPROXIMATE CENTERLINE BEARING OF UTILITY LINE. F. OUTSIDE DIAMETER OF PIPE, WIDTH OF DUCT BANKS, AND OUTSIDE DIAMETER OF PIPE, WIDTH OF DUCT BANKS, AND CONFIGURATION OF NON-ENCASED MULTI-CONDUIT SYSTEMS. G. UTILITY STRUCTURE MATERIAL COMPOSITION, WHEN REASONABLY UTILITY STRUCTURE MATERIAL COMPOSITION, WHEN REASONABLY ASCERTAINABLE. H. IDENTITY OF BENCHMARKS USED TO DETERMINE ELEVATIONS. IDENTITY OF BENCHMARKS USED TO DETERMINE ELEVATIONS. EXCAVATIONS ADJACENT TO ANY GAS LINES: 1. WORK WITHIN 20' OF GAS MAINS: CONTRACTOR SHALL CONTACT UNITIL WORK WITHIN 20' OF GAS MAINS: CONTRACTOR SHALL CONTACT UNITIL CONTRACTOR SHALL CONTACT UNITIL (866-933-3820) A MINIMUM OF 96 HOURS PRIOR TO DIGGING within 20' OF ANY GAS MAIN. CONTRACTOR SHALL COMPLY WILTH ALL UNITIL REQUIREMENTS TO DIG IN THIS AREA. ANY COSTS ASSOCIATED WITH THIS COORDINATION AND RESULTANT REQUIREMENTS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR

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DRAWFORM REVISION: DECEMBER 2018

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1. ALL BARRIERS AND SIGNAGE SHALL MEET THE REQUIREMENTS OF EM-385-1-1. ALL BARRIERS AND SIGNAGE SHALL MEET THE REQUIREMENTS OF EM-385-1-1. 2. PROVIDE MINIMUM CLASS 2 CONSTRUCTION BARRIER AROUND PERIMETER OF CONSTRUCTION AREA. PROVIDE MINIMUM CLASS 2 CONSTRUCTION BARRIER AROUND PERIMETER OF CONSTRUCTION AREA. 3. CONSTRUCTION BARRIER SIGNS SHALL BE POSTED MINIMUM 150 FEET AROUND PERIMETER OF CONSTRUCTION BARRIER SIGNS SHALL BE POSTED MINIMUM 150 FEET AROUND PERIMETER OF CONSTRUCTION AREA. 4. CONTRACTOR SHALL COORDINATE LAYOUT AND OPENING IN FIELD WITH CM/ET. CONTRACTOR SHALL COORDINATE LAYOUT AND OPENING IN FIELD WITH CM/ET. 5. BARRIER LAYOUT SHALL NOT BE CHANGED WITHOUT PRIOR APPROVAL OF CM/ET. 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 CHANGES BASED ON THE CONTRACTORS 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. TEMPORARY PROJECT FENCING (OR A SUBSTITUTE ACCEPTABLE TO THE CONTRACTING OFFICER (GDA) AND TEMPORARY PROJECT FENCING (OR A SUBSTITUTE ACCEPTABLE TO THE CONTRACTING OFFICER (GDA) AND DELINEATED IN THE APP) SHALL BE PROVIDED ON ALL PROJECTS. SEE ALSO EM385-1-1 SECTIONS 4 & 8. A. FENCING SHALL EXTEND FROM GRADE TO A MINIMUM OF 4 FT ABOVE GRADE AND SHALL HAVE A FENCING SHALL EXTEND FROM GRADE TO A MINIMUM OF 4 FT ABOVE GRADE AND SHALL HAVE A MAXIMUM MESH SIZE OF 2 IN. FENCING SHALL REMAIN RIGID/TAUT WITH A MINIMUM OF 200 LBS OF FORCE EXERTED ON IT FROM ANY DIRECTION WITH LESS THAN 4 IN OF DEFLECTION. B. SIGNS WARNING OF THE PRESENCE OF CONSTRUCTION HAZARDS AND REQUIRING UNAUTHORIZED PERSONS SIGNS WARNING OF THE PRESENCE OF CONSTRUCTION HAZARDS AND REQUIRING UNAUTHORIZED PERSONS TO KEEP OUT OF THE CONSTRUCTION AREA SHALL BE POSTED ON THE FENCING. AT MINIMUM, SIGNS SHALL BE POSTED EVERY 150 FT. FENCED SIDES OF PROJECTS THAT ARE LESS THAN 150 FT SHALL, AT MINIMUM, HAVE AT LEAST ON WARNING SIGN. C. DEPENDING UPON THE NATURE AND LOCATION OF THE PROJECT SITE, THE CONTRACTOR MAY REQUEST DEPENDING UPON THE NATURE AND LOCATION OF THE PROJECT SITE, THE CONTRACTOR MAY REQUEST TO MODIFY THE TYPE OF BARRIER OR NOT INSTALL TEMPORARY FENCING IN SOME SECTIONS OF THE PROJECT SITE. THE CONTRACTOR'S SSHO SHALL SUBMIT A RISK ANALYSIS OF PUBLIC EXPOSURE AND OTHER PROJECT SPECIFIC CONSIDERATIONS, AND SHALL BE INCLUDED IN THE APPLICABLE AHA. 2. IF THE CONTRACTING OFFICER APPROVES THE REQUEST AND HAS DETERMINED FENCING IS NOT REQUIRED, IF THE CONTRACTING OFFICER APPROVES THE REQUEST AND HAS DETERMINED FENCING IS NOT REQUIRED, THE CONTRACTOR SHALL INSTALL SIGNS, OTHER ACCEPTABLE BARRIERS SYSTEMS, WARNING OF CONSTRUCTION HAZARDS, SHALL BE CONSPICUOUSLY POSTED. 3. IF AT ANY TIME IT IS DETERMINED THE RISK TO THE PUBLIC CHANGES BASED ON THE CONTRACTOR'S WORK, IF AT ANY TIME IT IS DETERMINED THE RISK TO THE PUBLIC CHANGES BASED ON THE CONTRACTOR'S WORK, THE CONTRACTOR SHALL TAKE IMMEDIATE ACTION TO ADDRESS ANY RISK TO THE PUBLIC. 4. THE CONTRACTOR SHALL DISPOSE OF ALL REMOVED MATERIALS IN ACCORDANCE WITH THE SHIPYARD/FACILITY, THE CONTRACTOR SHALL DISPOSE OF ALL REMOVED MATERIALS IN ACCORDANCE WITH THE SHIPYARD/FACILITY, LOCAL, STATE AND FEDERAL REGULATIONS.

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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.

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