Technical_Drawings.pdf

PDF 12 MB Posted Mar 1, 2018

Attached to: Replace 480V Conductors at Load Center 4 located at Portsmouth Naval Shipyard
Solicitation number: N4008518B9517
Issued by: Department of the Navy Naval Facilities Engineering Command

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Other files

File	Type	Posted
Amendment_0001_N40085-18-B-9517.pdf	PDF	Mar 26, 2018
SOW,_Addendum,_Bid_Form,_Register.pdf	PDF	Mar 1, 2018
Specifications.pdf	PDF	Mar 1, 2018
N40085-18-B-9517_LC4_Solicitation_Released.pdf	PDF	Mar 1, 2018

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SATISFACTORY TO

APPROVED

ACTIVITY

DATE

FOR COMMANDER NAVFAC

SEAL

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E R

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M M

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-A

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JJM NPA TDN

Y, M

13 WATER ST NEWMARKET NH

(603) 200-0096 AECGR.COM

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U C

P R

E L

R Y

KITTERY, ME

PORTSMOUTH NAVAL SHIPYARD

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AutoCAD SHX Text PNSY FY-17 LOAD CENTER 4 REPLACE 480V CABLES BUS A/B CONTRACT NO. N40085-##-#-####

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SEAL

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Y, M

13 WATER ST NEWMARKET NH

(603) 200-0096 AECGR.COM

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CONDUCTOR PATHWAYS: FROM LC4 TO BLDGS 44 AND 76N

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robert.m.mcdonough Line robert.m.mcdonough Line robert.m.mcdonough Line robert.m.mcdonough Line robert.m.mcdonough Line

ACTIVITY

DATE

FOR COMMANDER NAVFAC

SEAL

A/E INFO

N A

V A

S E

N G

E R

C O

M M

A N

-A

A N

JJM NPA TDN

Y, M

13 WATER ST NEWMARKET NH

(603) 200-0096 AECGR.COM

N O

R C

O N

U C

P R

E L

R Y

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AutoCAD SHX Text GENERAL 1. ALL EXISTING PLANS REFERENCED FROM THE ALL EXISTING PLANS REFERENCED FROM THE PNSY TOTAL MAP, DATED FEBRUARY, 2017. 2. KTR SHALL PROVIDE TEMPORARY FACILITIES KTR SHALL PROVIDE TEMPORARY FACILITIES PLAN FOR CONSTRUCTION LAYOUT OF THE PROPOSED IMPROVEMENT. 3. UNLESS OTHERWISE NOTED, ALL EXISTING UNLESS OTHERWISE NOTED, ALL EXISTING FEATURES DESIGNATED ON THE PLANS TO REMAIN INCLUDING, BUT NOT LIMITED TO, TREES, SIGNS, SIGN POSTS, CURBS, SIDEWALKS, AND SIDEWALK FEATURES WILL BE VERIFIED, LOCATED, AND PROTECTED DURING ALL PHASES OF CONSTRUCTION. 4. SURVEY CONTROL BOUNDS AND STREET LINE 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 KTR 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 LOCATION. 5. SALVAGED ITEMS ARE TO BECOME THE SALVAGED ITEMS ARE TO BECOME THE PROPERTY OF THE GOVERNMENT. 6. FEATURES MAY BE SHOWN WITHIN THE LIMIT 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. KTR SHALL FIELD VERIFY ALL DIMENSIONS. 7. PREVENT ANY DISTURBANCE OR DAMAGE TO PREVENT ANY DISTURBANCE OR DAMAGE TO ADJACENT PROPERTIES. 8. YELLOW PLASTIC: YELLOW PLASTIC: KTR 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. KTR GENERATED YELLOW COLORED WASTE SHALL BE DISPOSED OF BY THE KTR 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. 9. KTR SHALL REPORT ALL SPILLS AND LEAKS KTR SHALL REPORT ALL SPILLS AND LEAKS OF OIL OR OTHER HAZARDOUS SUBSTANCES. (I.E., OIL, ANTIFREEZE, CHEMICALS, ETC.) OCCURRING DURING THE PERFORMANCE OF THIS CONTRACT, IMMEDIATELY UPON DISCOVERY, REGARDLESS OF THE QUANTITY. CALL THE FIRE DEPARTMENT AT EXTENSION 2333 TO REPORT THE SPILL. THE GOVERNMENT RESERVES THE RIGHT TO CLEAN UP, PACKAGE, AND DISPOSE OF KTR SPILLS OCCURRING ON THE SHIPYARD, AND BILL SUCH COSTS TO THE KTR. 10. KTR SHALL SECURE LOAD CENTER 4 FENCE KTR SHALL SECURE LOAD CENTER 4 FENCE LINE AT THE END OF EACH WORK DAY. 11. KTR SHALL MAINTAIN DUST CONTROL AND KTR SHALL MAINTAIN DUST CONTROL AND WATER CONTROL MEASURES WHEN CORE DRILLING AND CONCRETE SAWING IN MANHOLES. DESIGN CRITERIA 1. STRUCTURAL DESIGN COMPLIES WITH THE STRUCTURAL DESIGN COMPLIES WITH THE REQUIREMENTS OF: 1.1. 2012 INTERNATIONAL BUILDING CODE. 2012 INTERNATIONAL BUILDING CODE. 1.2. ACI 318-14, BUILDING CODE REQUIREMENTS ACI 318-14, BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE. 2. ALL DIMENSIONS, ELEVATIONS, AND ALL DIMENSIONS, ELEVATIONS, AND CONDITIONS SHALL BE VERIFIED IN THE FIELD. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE CONTRACTING OFFICER BEFORE ORDERING MATERIALS AND PROCEEDING WITH THE ASSOCIATED WORK. 3. DESIGN CRITERIA - MANHOLE COVERS, DESIGN CRITERIA - MANHOLE COVERS, TRENCH COVERS, AND SIDEWALKS SHALL SUPPORT: 3.1. HS20 VEHICLE LOADING PLUS A 30% HS20 VEHICLE LOADING PLUS A 30% INCREASE FOR IMPACT LOADS. 3.2. LIVE LOAD OF 250PSF. LIVE LOAD OF 250PSF. 3.3. ALL DEAD LOAD ASSOCIATED WITH SELF ALL DEAD LOAD ASSOCIATED WITH SELF WEIGHT, SOIL, AND/OR ASPHALT. TRAFFIC 1. KTR SHALL BE RESPONSIBLE FOR MAINTAINING KTR 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 KTR SHALL UPDATE THE TRAFFIC CONTROL PLAN AS REQUIRED DURING THE PROJECT. 2. KTR SHALL PROVIDE TRAFFIC CONTROL KTR SHALL PROVIDE TRAFFIC CONTROL DEVICES. 3. KTR SHALL PROVIDE POST MOUNTED AND KTR 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. EROSION AND SEDIMENT CONTROL 1. UNDER THE STATE OF MAINE'S SHORELAND UNDER THE STATE OF MAINE'S SHORELAND ZONING STATUES, THE PORTSMOUTH NAVAL SHIPYARD IS LOCATED ENTIRELY WITHIN THE STATE'S SHORELAND ZONE. ALL SITE WORK IN THE STATE OF MAINE SHORELAND ZONE, INCLUDING ANY FILLING, EXCAVATION, LANDSCAPING, AND/OR OTHER EARTHWORK IN EXCESS OF ONE CUBIC YARD OF DISTURBANCE, SHALL COMPLY WITH STATE OF MAINE REQUIREMENTS FOR CERTIFICATION IN EROSION AND SEDIMENTATION CONTROL PRACTICES. A CERTIFIED INDIVIDUAL SHALL BE RESPONSIBLE FOR MANAGEMENT OF EROSION CONTROL PRACTICES AT THE SITE EACH DAY THAT EARTH MOVING ACTIVITIES OCCUR. THE CERTIFIED INDIVIDUAL IS REQUIRED TO VISIT THE SITE EVERY DAY TO ENSURE PROPER EROSION AND SEDIMENT CONTROL PRACTICES ARE FOLLOWED. AS AN ALTERNATIVE, THE KTR MAY CHOOSE TO CONTRACT WITH A CERTIFIED INDIVIDUAL TO SUPERVISE THE KTR'S WORK IN SHORELAND AREAS. 2. ALL EROSION AND SEDIMENT CONTROL ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED IN ACCORDANCE WITH THE MAINE EROSION AND SEDIMENTATION CONTROL HANDBOOK FOR CONSTRUCTION: BEST MANAGEMENT PRACTICES, LATEST EDITION. SEE SHEET C503, DETAIL D. 3. ALL EROSION CONTROL MEASURES SHALL BE ALL EROSION CONTROL MEASURES SHALL BE INSTALLED PRIOR TO ANY SOIL DISTURBANCE OR PAVEMENT REMOVAL. ALL DISTURBED AREAS ON THE SITE, NOT COVERED BY BUILDINGS OR PAVEMENT, SHALL BE STABILIZED WITH LOAM, SEED, AND MULCH, OR OTHER METHODS AS REQUIRED BY THE SITE SPECIFIC EROSION AND SEDIMENT CONTROL PLAN. WORK COORDINATION PLAN 1. KTR IS RESPONSIBLE FOR DEVELOPING THE KTR IS RESPONSIBLE FOR DEVELOPING THE MEANS AND METHODS FOR ALL WORK INCLUDING SEQUENCING OF ACTIVITIES, ELECTRICAL OUTAGES, AND LOCKOUT-TAGOUT (LOTO) PLANS. KTR SHALL PREPARE A WORK COORDINATION PLAN THAT DETAILS THE PROPOSED WORK SCHEDULE, SEQUENCING, AND OUTAGE PLANS FOR ALL AFFECTED BUILDINGS AND FACILITIES. THIS PLAN SHALL BE SUBMITTED TO PWD FOR REVIEW AND APPROVAL PRIOR TO COMMENCING WORK. 2. KTR IS RESPONSIBLE FOR IMPLEMENTING THE KTR IS RESPONSIBLE FOR IMPLEMENTING THE WORK COORDINATION PLAN. THIS REQUIRES ADVANCE COORDINATION AND NOTIFICATION OF ALL WORK WITH PROJECT STAKEHOLDERS INCLUDING PWD (ELECTRICAL ENGINEERING AND HIGH-VOLTAGE GROUP) AND THE PWD CONSTRUCTION MANAGER. 3. THE WORK COORDINATION PLAN MUST THE WORK COORDINATION PLAN MUST INCLUDE AN OUTAGE MITIGATION PLAN (REF G004). DEFINING ANTICIPATED OUTAGE TIMES AND SEQUENCE OF WORK. THE PLAN MUST BE APPROVED BY THE GOVERNMENT. 3.1 KTR IS RESPONSIBLE FOR IMPLEMENTING THE OUTAGE SCHEDULE. THIS REQUIRES ADVANCE COORDINATION AND NOTIFICATION OF ALL WORK WITH PROJECT STAKEHOLDERS INCLUDING PWD (ELECTRICAL ENGINEERING AND HIGH-VOLTAGE GROUP) AND THE PWD CONSTRUCTION MANAGER. 3.2 KTR SHALL SEQUENCE WORK AND COMPLETE ALL PREPARATORY WORK IN ADVANCE OF ELECTRICAL OUTAGES AND SWITCHING TO MINIMIZE THE DURATION OF DISRUPTIONS. ADVANCE WORK INCLUDES INSTALLATION OF NEW CONDUCTORS AND RACKING HARDWARE. 8. KTR SHALL CONDUCT A PREPARATORY KTR SHALL CONDUCT A PREPARATORY MEETING WITH PWD PRIOR TO COMMENCING WORK. SCOPE OF WORK INCLUDES REPLACING THE SPECIFIED 480V CONDUCTORS FROM THE PATHWAYS. 9. KTR MUST DETERMINE IF MULTIPLE BUILDINGS KTR MUST DETERMINE IF MULTIPLE BUILDINGS ARE SERVICED BY THE SAME CIRCUIT. 10. GOVERNMENT IS RESPONSIBLE FOR GOVERNMENT IS RESPONSIBLE FOR RELOCATING ALL COMMUNICATIONS CABLING IN ADVANCE OF PLANNED WORK. KTR SHALL MEET WITH THE GOVERNMENT AND COORDINATE SCHEDULING OF ALL WORK. THE WORK COORDINATION PLAN SHALL DEFINE THE KTR SCHEDULE AND SEQUENCING OF WORK. THE SCHEDULE WILL BE USED TO DETERMINE THE DATES THAT COMMUNICATION CABLING MUST BE REMOVED IN ADVANCE OF KTR WORK. 11. KTR SHALL COORDINATE ACCEPTANCE TESTING KTR SHALL COORDINATE ACCEPTANCE TESTING WITH PWD. ALL CONDUCTORS / CABLES / SPLICES SHALL BE TESTED PRIOR TO ACTIVATION / SWITCH-OVER TO DEMONSTRATE THEY CAN BE SAFELY RE-ENERGIZED. REFERENCE SPECIFICATION 33 71 02 13.17.1.1 & 13.17.1.2. CONSTRUCTION 1. KTR SHALL BE RESPONSIBLE FOR KTR SHALL BE RESPONSIBLE FOR COORDINATING ALL CONSTRUCTION OPERATIONS WITH PWD-ME. 2. KTR SHALL COORDINATE ALL ELECTRICAL KTR SHALL COORDINATE ALL ELECTRICAL OUTAGES WITH PWD-MAINE IN ADVANCE OF SUCH. THE OUTAGE PLAN INCLUDES THE DATE OF OUTAGE AND ESTIMATED DURATION. NO SERVICES SHALL BE DISCONNECTED WITHOUT PRIOR PWD-ME APPROVALS. 3. KTR SHALL VERIFY THE CONDUCTOR AND KTR SHALL VERIFY THE CONDUCTOR AND ENSURE IT IS DE-ENERGIZED PRIOR TO CUTTING. EXISTING CONDUCTOR LABELING CANNOT BE USED FOR VERIFICATION. KTR SHALL UTILIZE A REMOTE OPERATED SPIKE TOOL AFTER ALL NORMAL PROCESSES TO IDENTIFY CABLES ARE EXHAUSTED. PERSONNEL ARE NOT PERMITTED IN MANHOLES DURING TESTING OF CONDUCTORS. 4. GOVERNMENT SHALL REMOVE OR GOVERNMENT SHALL REMOVE OR DECOMMISION ALL COMMUNICATIONS/DATA CABLES PRIOR TO CONSTRUCTION START DATE. 4.1. FOR CABLES THAT ARE REPLACED IN AN AC FOR CABLES THAT ARE REPLACED IN AN AC DUCT, INNERDUCT SHALL BE USED TO DIVIDE SERVICES. 5. KTR IS RESPONSIBLE FOR COMPLETING KTR IS RESPONSIBLE FOR COMPLETING CONDUCTOR TERMINATIONS WITHIN BUILDING(S) SWITCHGEAR/PANELBOARD. 6. THE KTR SHALL BE RESPONSIBLE FOR THE KTR SHALL BE RESPONSIBLE FOR MAINTAINING SECURITY AT ALL TIMES DURING CONSTRUCTION. 7. THE KTR SHALL COORDINATE MATERIAL THE KTR SHALL COORDINATE MATERIAL STORAGE AND LAYDOWN AREAS WITH THE CONTRACTING OFFICER'S REPRESENTATIVES. 8. KTR SHALL COMPLY WITH ALL APPLICABLE EM KTR SHALL COMPLY WITH ALL APPLICABLE EM 385-1-1 AND OSHA REGULATIONS AND SAFETY REQUIREMENTS. 9. ALL CONSTRUCTION SIGNS SHALL BE ALL CONSTRUCTION SIGNS SHALL BE DESIGNED TO WITHSTAND 50MPH VELOCITY WINDS AND ARE PREPARED BY A PROFESSIONAL SIGN COMPANY WITH A MINIMUM OF THREE (3) YEARS EXPERIENCE. 10. THE CONSTRUCTION LIMIT LINE SHOWN ON THE CONSTRUCTION LIMIT LINE SHOWN ON DRAWING IS AN APPROXIMATION OF THE WORK AREA. THE KTR IN COORDINATION WITH THE PWD-ME MAY MODIFY WORK LIMIT TO FACILITATE CONSTRUCTION OPERATIONS. 11. ALL CONSTRUCTION DETAILS AND ALL CONSTRUCTION DETAILS AND SPECIFICATIONS ARE PROVIDED TO MEET NAVFAC MID ATLANTIC PUBLIC WORKS DEPARTMENT MAINE FOR PORTSMOUTH NAVAL SHIPYARD. 12. ALL CONSTRUCTION MATERIALS SHALL BE ALL CONSTRUCTION MATERIALS SHALL BE TRANSPORTED TO AND FROM THE SITE IN COVERED VEHICLES. THE KTR SHALL HAVE A VACUUM ASSISTED STREET SWEEPER AVAILABLE AT THE SITE ON A DAILY BASIS TO KEEP TRAFFIC AREAS CLEAN. UTILITY 1. ALL SUBSURFACE UTILITIES IDENTIFIED ON ALL SUBSURFACE UTILITIES IDENTIFIED ON THE DRAWINGS ARE REFERENCED FROM THE PNSY TOTAL MAP, DATED FEBRUARY 2017, ACTUAL LOCATIONS MAY VARY. ADDITIONAL SUBSURFACE UTILITIES NOT SHOWN ON THESE DRAWINGS MAY EXIST. 2. KTR IS RESPONSIBLE FOR IDENTIFYING, KTR IS RESPONSIBLE FOR IDENTIFYING, LOCATING (HORIZONTAL AND VERTICAL), AND PROTECTING ALL SUBSURFACE UTILITIES THROUGHOUT THE COURSE OF CONSTRUCTION. 3. KTR SHALL COMPLETE A QUALITY LEVEL B KTR SHALL COMPLETE A QUALITY LEVEL B SUBSURFACE UTILITY MAPPING SURVEY PRIOR TO COMMENCING WORK. THE SURVEY SHALL BE COMPLETED BY A QUALIFIED SUBSURFACE UTILITY ENGINEER (SUE). THE SUE SHALL LOCATE THE HORIZONTAL AND VERTICAL ALIGNMENT OF ALL SUBSURFACE UTILITIES WITHIN 100-FEET OF THE WORK LIMITS. ALL UTILITIES SHALL BE CLEARLY MARKED AND LABELED FOR THE DURATION OF CONSTRUCTION. MAP SHALL BE SUBMITTED TO PWD-ME. 4. UTILITIES NOT SHOWN ON THESE PLANS MAY UTILITIES NOT SHOWN ON THESE PLANS MAY EXIST. THE LOCATION, ELEVATION, SIZE, AND MATERIAL OF ALL UTILITIES SHALL BE VERIFIED BY KTR BEFORE PROCEEDING WITH CONSTRUCTION. ALL UTILITY LINES AND ASSOCIATED STRUCTURES, NOT AFFECTED BY THIS PROJECT WILL BE PROTECTED BY THE KTR THROUGHOUT ALL PHASES OF WORK. 5. THE LOCATION OF UNDERGROUND UTILITIES THE LOCATION OF UNDERGROUND UTILITIES WITHIN THE LIMITS OF THE EXCAVATION OR GROUND PENETRATING WORK WILL BE LOCATED PRIOR TO COMMENCING SUBSURFACE WORK. "DIG SAFE" (1-888-344-7233) WILL BE NOTIFIED WITHIN 14 CALENDAR DAYS, BUT NO MORE THAN 30 DAYS, PRIOR TO COMMENCEMENT OF THE EXCAVATION OR GROUND PENETRATING ACTIVITY. KTR SHALL FULLY COMPLY WITH STATE OF MAINE "DIG SAFE" LAW (TITLE 23, MRSA 3360-A). 6. EXCAVATOR SHALL PREPARE A "PWD-ME DIG EXCAVATOR SHALL PREPARE A "PWD-ME DIG SAFE UTILITY LOCATE REQUEST FORM" AT LEAST 14 CALENDAR DAYS PRIOR TO COMMENCEMENT OF THE EXCAVATION OR GROUND PENETRATING, ACTIVITY AND SUBMIT THE FORM TO THE CONTRACTING OFFICERS REPRESENTATIVES (PLEASE SEE QC MANAGER FOR FORM). 7. GOVERNMENT WILL LOCATE AND MARK THE GOVERNMENT WILL LOCATE AND MARK THE UNDERGROUND UTILITIES WITHIN 14 CALENDAR DAYS OF RECEIVING THE DIG SAFE NOTIFICATION. 8. EXCAVATION OR GROUND PENETRATION EXCAVATION OR GROUND PENETRATION ACTIVITIES CANNOT 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'S REPRESENTATIVES. 9. IF THE EXCAVATION OR GROUND PENETRATING 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, EXCAVATOR SHALL RE-NOTIFY DIG SAFE, THE CONTRACTING OFFICER AND THE PWD-ME DIG SAFE COORDINATOR. 10. KTR SHALL MAINTAIN THE UTILITY MARKINGS KTR 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 207-438-4226. 11. ALL SEWER AND DRAIN FRAMES AND GRATES ALL SEWER AND DRAIN FRAMES AND GRATES OR COVERS WILL BE ADJUSTED TO MATCH PROPOSED FINISHED GRADE. EXISTING FRAMES AND GRATES OR COVERS WILL BE REMOVED AND NEW FRAMES AND GRATES OR COVERS WILL BE PROVIDED IF EXISTING ITEMS ARE DAMAGED DURING THE COURSE OF WORK. 12. THE MANHOLE FRAME AND COVER AT AC-701 THE MANHOLE FRAME AND COVER AT AC-701 WILL BE ADJUSTED TO MATCH FINISH GRADE. REMOVE EXISTING FRAME AND COVER AND PROVIDE NEW FRAMES AND COVERS WHEN DAMAGED DURING THE COURSE OF WORK. 13. SHORING SYSTEMS: MECHANICAL MEANS OF SHORING SYSTEMS: MECHANICAL MEANS OF EXCAVATION SHALL NOT BE USED WHEN EXCAVATING WITHIN 5 FEET OF ANY MARKED UNDERGROUND UTILITY UNTIL THE UNDERGROUND UTILITY HAS BEEN EXPOSED BY HAND EXCAVATION. 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 SHALL 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. 14. KTR SHALL COORDINATE ALL WORK WITH THE KTR SHALL COORDINATE ALL WORK WITH THE PRIVATE UTILITY COMPANIES. 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 KTR. COMPLETION OF SUCH WORK MAY OR MAY NOT BE COMPLETED BY THE PRIVATE UTILITY OWNER. CONTACT: CENTRAL MAINE POWER, COMCAST, KITTERY WATER DISTRICT, AMERESCO AND ANY OTHER PRIVATE UTILITY OWNERS. 15. PREVENT DEBRIS FROM ENTERING INLETS AND 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. 16. WHERE ITEMS SUCH AS UTILITY STRUCTURES WHERE ITEMS SUCH AS UTILITY STRUCTURES AND EARTHWORK MATERIALS ARE INDICATED BY TYPE, SEE THE MEDOT STANDARD SPECIFICATIONS, HIGHWAY AND BRIDGES, REVISION OF FEBRUARY 2015 AND SUPPLEMENTARY STANDARD CONSTRUCTION DETAILS FOR CONSTRUCTION, NOVEMBER 2014. DEMOLITION 1. KTR IS RESPONSIBLE FOR REMOVAL OF ALL KTR IS RESPONSIBLE FOR REMOVAL OF ALL DEBRIS RESULTING FROM DEMOLITION OF THE DUCTBANKS AND STRUCTURES. 2. ALL DEBRIS SHALL BE DISPOSED OF AT AN ALL DEBRIS SHALL BE DISPOSED OF AT AN OFF-SITE FACILITY LICENSED TO ACCEPT CONSTRUCTION DEBRIS. KTR SHALL SUBMIT PROPOSED FACILITY TO PWD-ME FOR APPROVAL PRIOR TO OFF-SITE DISPOSAL. 3. KTR SHALL IMMEDIATELY HALT WORK IN AREA, KTR SHALL IMMEDIATELY HALT WORK IN AREA, IN THE EVENT THAT SUSPECT HAZARDOUS MATERIALS ARE IDENTIFIED IN THE COURSE OF WORK. KTR SHALL IMMEDIATELY NOTIFY PWD-ME CONSTRUCTION MANAGER/CONTRACTING OFFICER REPRESENTATIVE. POTENTIAL HAZARDOUS MATERIALS INCLUDE ASBESTOS, LEAD PAINT, PCB'S, AND SOIL CONTAMINATION. 4. KTR IS RESPONSIBLE FOR REMOVAL AND KTR IS RESPONSIBLE FOR REMOVAL AND CONTAINERIZATION OF ALL LEAD-SHEATHED HAZARDOUS CONDUCTORS. THE GOVERNMENT SHALL PROVIDE CONTAINERS (55-GALLON DRUMS) AND KTR SHALL CUT AND PLACE ALL SHEATHING INTO THE CONTAINERS. KTR SHALL TRANSPORT ALL FILLED CONTAINERS TO BUILDING 357 FOR DISPOSAL BY THE GOVERNMENT. 5. KTR SHALL PREPARE A DEMOLITION PLAN FOR KTR SHALL PREPARE A DEMOLITION PLAN FOR EACH DUCTBANK. PLAN SHALL DESCRIBE THE MEANS ANDS METHODS FOR IDENTIFICATION AND MARKING OF SUBSURFACE STRUCTURES AND UTILITIES (WITHIN 100FT OF THE LIMIT OF EXCAVATION), EQUIPMENT USED FOR DEMOLITION, PROTECTION OF ADJACENT STRUCTURES AND PIPING, AND DEBRIS DISPOSAL. PLAN SHALL BE SUBMITTED TO PWD-ME FOR REVIEW PRIOR TO COMMENCING WORK. 6. KTR SHALL SAMPLE, TEST, LOAD, TRANSPORT, KTR SHALL SAMPLE, TEST, LOAD, TRANSPORT, AND DISPOSE OF EXCESS NON-HAZARDOUS SOILS (UNSUITABLE FOR REUSE AS BACKFILL MATERIAL) EXCAVATED FROM THE SITE AT A PRE-APPROVED LICENSED DISPOSAL FACILITY. LICENSED DISPOSAL FACILITY. 7. LEAD HAZARD COMPLIANCE PLAN LEAD HAZARD COMPLIANCE PLAN 7.1. KTR SHALL BE QUALIFIED AND EXPERIENCED KTR SHALL BE QUALIFIED AND EXPERIENCED WITH HANDLING AND DISPOSING OF LEAD SHEATHED CABLE CONTAINING DIELECTRIC OIL. 7.2. KTR SHALL BE AWARE THE DIELECTRIC OIL KTR SHALL BE AWARE THE DIELECTRIC OIL WAS NOT TESTED AND MAY CONTAIN PCB'S. 7.3. KTR SHALL PROVIDE GOVERNMENT WITH A KTR SHALL PROVIDE GOVERNMENT WITH A WORK PLAN DESCRIBING PROCEDURES TO BE FOLLOWED TO PROTECT EMPLOYEES FROM HAZARDS. 7.4. KTR SHALL BE RESPONSIBLE FOR REMOVAL, KTR SHALL BE RESPONSIBLE FOR REMOVAL, CUTTING LEAD SHEATHED CABLE TO LENGTH TO FIT INSIDE 55 GALLON DRUMS, AND TRANSPORTING BUILDING #357 FOR DISPOSAL. 7.5. GOVERNMENT SHALL FURNISH KTR WITH 55 GOVERNMENT SHALL FURNISH KTR WITH 55 GALLON DRUMS FOR STORAGE AND DISPOSING OF LEAD SHEATHED CABLE. 8. KTR IS RESPONSIBLE FOR REMOVING AND KTR IS RESPONSIBLE FOR REMOVING AND DISPOSING OF EXISTING CONDUCTORS BEING REPLACED UNDER THIS CONTRACT, UNLESS SPECIFIED ELSEWHERE.

robert.m.mcdonough Line robert.m.mcdonough Line robert.m.mcdonough Line robert.m.mcdonough Line robert.m.mcdonough Line robert.m.mcdonough Line robert.m.mcdonough Line robert.m.mcdonough Line robert.m.mcdonough Line robert.m.mcdonough Line robert.m.mcdonough Line

ACTIVITY

DATE

FOR COMMANDER NAVFAC

SEAL

A/E INFO

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JJM NPA TDN

Y, M

13 WATER ST NEWMARKET NH

(603) 200-0096 AECGR.COM

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GENERAL NOTES

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ES-17-1462

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DEPARTMENT OF THE NAVY

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NAVAL FACILITIES ENGINEERING COMMAND

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DES

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DRW

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CHK

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PUBLIC WORKS DEPARTMENT - MAINE

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NAVAL SHIPYARD - PORTSMOUTH, NH

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PM/DM

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BRANCH MANAGER

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FEAD/PM&E

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FIRE PROTECTION

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STEVE MEAD

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AMIN BAHROUR

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ROBERT MCDONOUGH

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CONSTR. CONTR. NO.

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SHEET

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EPROJECT NO.:

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DESCRIPTION

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DATE

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APPR

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75%%% SUBMISSION

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TDN

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100%%% SUBMISSION

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AutoCAD SHX Text 9/20/2017

AutoCAD SHX Text 10/12/2017

AutoCAD SHX Text ENGINEER INSPECTION SCHEDULE 1. KTR SHALL NOTIFY ENGINEER OF INSPECTION KTR SHALL NOTIFY ENGINEER OF INSPECTION READINESS (MIN. 48-HOURS NOTICE) PURSUANT WITH THE FOLLOWING ENGINEER INSPECTION SCHEDULE: 1.1. EXISTING SUBGRADE: INSPECT EXISTING EXISTING SUBGRADE: INSPECT EXISTING SUBGRADE CONDITIONS (PRIOR TO CONDITIONS (PRIOR TO ADDITION OF MATERIAL). 1.2. NEW SUBGRADE: INSPECT PLACEMENT OF NEW SUBGRADE: INSPECT PLACEMENT OF NEW SUBGRADE MATERIAL INCLUDING LIFTS AND COMPACTION. 1.3. DUCTBANK PRE-PLACEMENT: INSPECT DUCTBANK PRE-PLACEMENT: INSPECT SUBGRADE, REINFORCING STEEL BAR, FORMWORK PRIOR TO CONCRETE PLACEMENT. 1.4. DUCTBANK PLACEMENT: INSPECT CONCRETE DUCTBANK PLACEMENT: INSPECT CONCRETE PLACEMENT. 1.5. ELECTRICAL CONNECTIONS: INSPECT ELECTRICAL CONNECTIONS: INSPECT ELECTRICAL CONNECTIONS AND SERVICE TERMINATIONS PRIOR TO ENERGIZING. 1.6. LOCATE THE BUTTED JOINTS CLOSEST TO THE LOCATE THE BUTTED JOINTS CLOSEST TO THE MARKINGS IN THE DETAIL. SAW CUT PERPENDICULAR TO THE TRACKS AT THE FURTHEST REACH OF THE BUTTED JOINTS TO BE SEPARATED, SAW CUT PARALLEL TO THE OUTSIDE OF THE RAILS A MINIMUM OF 30" TO EXPOSE THE RAILS TO BE REMOVED. REMOVE THE PAVEMENT TO EXPOSE THE FULL DEPTH OF THE RAILS AND THE TOPS OF THE TIES. SEPARATE THE BUTTED JOINTS OF THE RAILS AT THE PREDETERMINED POINTS AND REMOVE ALL RAILS IN BETWEEN BY REMOVING ALL NECESSARY HARDWARE AND SEPARATING RAILS WHERE NEEDED. STORE AND PROTECT THE REMOVED RAILS WITHIN THE DESIGNATED LAYDOWN AREA UNTIL REPLACEMENT. EXCAVATION AND TRENCHING 1. ARCHEOLOGICAL MONITORING REQUIRED DURING ARCHEOLOGICAL MONITORING REQUIRED DURING TRENCHING IN THE VICINITY OF THE BUS STRUCTURE. 2. KTR IS RESPONSIBLE FOR PROVIDING AN OSHA KTR IS RESPONSIBLE FOR PROVIDING AN OSHA COMPETENT PERSON DURING ALL EXCAVATION OPERATION AND DAILY INSPECTION DOCUMENTATION. ALL EXCAVATION SHALL BE COMPLETED IN ACCORDANCE WITH EMR 385-1-1, SECTION 25 AND OSHA 29 CFR 1926, SUBPART P. 3. KTR IS RESPONSIBLE FOR DETERMINING MEANS KTR IS RESPONSIBLE FOR DETERMINING MEANS AND METHODS FOR EXCAVATION AND TRENCHING. KTR SHALL ENSURE THAT ALL ADJACENT STRUCTURES, UTILITIES, AND FEATURES ARE PROTECTED DURING EXCAVATION AND TRENCHING OPERATIONS. 4. ENGINEERED SHORING PROTECTION SYSTEM ENGINEERED SHORING PROTECTION SYSTEM DESIGNS BEARING THE SEAL OF A PROFESSIONAL ENGINEER SHALL BE SUBMITTED TO PWD-ME FOR REVIEW PRIOR TO COMMENCING EXCAVATION. 5. KTR SHALL PREPARE AN EXCAVATION AND KTR SHALL PREPARE AN EXCAVATION AND TRENCHING OPERATIONS PLAN. PLAN SHALL DESCRIBE THE MEANS AND METHODS FOR ALL EXCAVATIONS AND TRENCHING LOCATIONS. IT SHALL DESCRIBE, IN SUFFICIENT DETAIL, THE KTR'S PLAN FOR WORKER PROTECTION, PUBLIC SAFETY, THE HORIZONTAL AND VERTICAL LIMITS OF WORK, TRAFFIC CONTROL, PROTECTION OF ADJACENT STRUCTURES, PROTECTION OF UTILITIES/PIPING, CONTINGENCY PLANS FOR UNANTICIPATED CONDITIONS, SOILS MANAGEMENT, DEWATERING OPERATIONS, AND DESIGNATED PERSONNEL AND COMPETENT PERSON(S). CONCRETE 1. ALL CONCRETE CONSTRUCTION SHALL BE IN ALL CONCRETE CONSTRUCTION SHALL BE IN CONFORMANCE WITH AMERICAN CONCRETE INSTITUTE STANDARDS, ACI 318-14, CURRENT EDITION. PRECAST CONCRETE COMPONENTS SHALL ALSO COMPLY WITH THE PRECAST/PRESTRESSED CONCRETE INSTITUTE RECOMMENDATIONS OF PCI MNL120. "PCI DESIGN HANDBOOK - PRECAST & PRESTRESSED CONCRETE". 2. ALL CONCRETE SHALL BE NORMAL WEIGHT ALL CONCRETE SHALL BE NORMAL WEIGHT HAVING A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 4000 PSI UNLESS SPECIFIED OTHERWISE. 2.1. PORTLAND CEMENT SHALL CONFORM TO ASTM PORTLAND CEMENT SHALL CONFORM TO ASTM C 150 TYPE II. 2.2. AGGREGATE SHALL CONFORM TO ASTM C33, AGGREGATE SHALL CONFORM TO ASTM C33, 3.4" MAXIMUM SIZE. 2.3. WATER SHALL CONFORM TO ASTM C 94 AND WATER SHALL CONFORM TO ASTM C 94 AND SHALL BE POTABLE. 2.4. MAXIMUM WATER CEMENT RATIO SHALL BE MAXIMUM WATER CEMENT RATIO SHALL BE 0.45. 2.5. MAXIMUM SLUMP SHALL BE 4". MAXIMUM SLUMP SHALL BE 4". 2.6. AIR ENTRAINING AGENT SHALL CONFORM TO AIR ENTRAINING AGENT SHALL CONFORM TO ASTM C 260 WITH 6% (+/-1 1/2%) TOTAL AIR. 2.7. MAXIMUM CHLORIDE CONTENT 0.30%. MAXIMUM CHLORIDE CONTENT 0.30%. 3. REINFORCING STEEL SHALL BE ASTM A615 REINFORCING STEEL SHALL BE ASTM A615 GRADE 60 EPOXY COATED. ALL DETAILS SHALL BE IN ACCORDANCE WITH ACI DETAIL STANDARD ACI 315. 4. REINFORCING STEEL SHALL HAVE A CONCRETE REINFORCING STEEL SHALL HAVE A CONCRETE COVER AS FOLLOWS, EXCEPT AS OTHERWISE SHOWN ON DRAWINGS. 4.1. CONCRETE CAST AGAINST EARTH: 3" CONCRETE CAST AGAINST EARTH: 3" 4.2. CONCRETE EXPOSED TO EARTH OR WEATHER: CONCRETE EXPOSED TO EARTH OR WEATHER: 1-1/2" (#5 REBAR MAX.) 4.3. CONCRETE NOT EXPOSED TO WEATHER OR IN CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND: 1" 5. ALL LAP SPLICES FOR CONTINUOUS ALL LAP SPLICES FOR CONTINUOUS REINFORCING, NOT SHOWN ON DRAWINGS, SHALL BE IN ACCORDANCE WITH ACI 318. 6. FOR PENETRATIONS GREATER THAN 10" FOR PENETRATIONS GREATER THAN 10" THROUGH CONCRETE WALLS AND SLABS, PROVIDE ADDITIONAL DIAGONAL REINFORCING BARS AROUND THE OPENING AT EACH FACE EQUAL IN SIZE TO THE MAIN REINFORCING U.N.O. 7. HOT WEATHER CONCRETE INSTALLATION SHALL HOT WEATHER CONCRETE INSTALLATION SHALL BE PERFORMED IN ACCORDANCE WITH ACI 305. COLD WEATHER CONCRETE INSTALLATION SHALL BE PERFORMED IN ACCORDANCE WITH ACI 306. 8. CURING: CURING: 8.1. HORIZONTAL SURFACES SHALL BE KEPT HORIZONTAL SURFACES SHALL BE KEPT CONTINUOUSLY MOIST FOR A MINIMUM OF SEVEN DAYS. 8.2. VERTICAL SURFACES SHALL RECEIVE TWO VERTICAL SURFACES SHALL RECEIVE TWO COATS (ONE AT TIME OF STRIPPING AND ANOTHER THREE DAYS LATER) OF AN APPROVED NON-TOXIC CURING COMPOUND. FORMS SHALL REMAIN IN-PLACE THROUGH INITIAL CURE. 9. CONCRETE BATCH TIME SHALL COMPLY WITH CONCRETE BATCH TIME SHALL COMPLY WITH ACI-318, CONCRETE BATCHES EXCEEDING THE ALLOWABLE MIX PERIOD SHALL BE REMOVED FROM THE PORTSMOUTH NAVAL SHIPYARD AT KTR EXPENSE. 11. KTR SHALL SUBMIT CONCRETE MIX-DESIGN KTR SHALL SUBMIT CONCRETE MIX-DESIGN FOR ENGINEER APPROVAL PRIOR TO PLACEMENT. CONCRETE REPAIR 1. SURFACE PATCHING MATERIAL SHALL BE SURFACE PATCHING MATERIAL SHALL BE TWO-COMPONENT CEMENTITIOUS, EARLY STRENGTH, SHRINKAGE COMPENSATED HAND TROWEL APPLIED MORTAR (SECTION 03 01 30-71, CONCRETE REHABILITATION). 2. PRIOR TO CONCRETE PATCHING AND REPAIR, PRIOR TO CONCRETE PATCHING AND REPAIR, CLEAN AND COAT ALL EXPOSED EXISTING REINFORCING STEEL WITH A PROTECTIVE COATING/BONDING AGENT(SECTION 03 01 30-71, CONCRETE REHABILITATION). 3. SURFACE PATCHING MATERIAL SHALL BE SURFACE PATCHING MATERIAL SHALL BE TWO-COMPONENT CEMENTITIOUS, EARLY STRENGTH, SHRINKAGE COMPENSATED HAND TROWEL APPLIED MORTAR (SECTION 03 01 30-71, CONCRETE REHABILITATION). 4. PRIOR TO CONCRETE PATCHING AND REPAIR, PRIOR TO CONCRETE PATCHING AND REPAIR, CLEAN AND COAT ALL EXPOSED EXISTING REINFORCING STEEL WITH A PROTECTIVE COATING/BONDING AGENT(SECTION 03 01 30-71, CONCRETE REHABILITATION). CONCRETE FIELD TESTING 1. KTR IS RESPONSIBLE FOR ALL CONCRETE KTR IS RESPONSIBLE FOR ALL CONCRETE FIELD TESTING SPECIFIED IN SECTION 03 30 00. SOILS BACKFILL 1. KTR SHALL IMPORT STRUCTURAL FILL FOR KTR SHALL IMPORT STRUCTURAL FILL FOR BEDDING AND BACKFILL OF ALL CONCRETE STRUCTURES (CAST-IN-PLACE AND PRE-CAST). 2. REFER TO SPECIFICATION 32 23 00.00 22 REFER TO SPECIFICATION 32 23 00.00 22 (EXCAVATION AND FILL) FOR STRUCTURAL FILL COMPOSITION, PLACEMENT, AND TESTING REQUIREMENTS. 3. KTR SHALL NOTIFY PWD-ME IF POOR SOIL KTR SHALL NOTIFY PWD-ME IF POOR SOIL CONDITIONS ARE ENCOUNTERED (I.E., ORGANIC MATERIALS, SOFT CLAY, DEBRIS, PEAT, ETC.) PRIOR TO PLACING SUB-BASE FILL. 4. STRUCTURAL FILL SHALL NOT BE PLACED ON STRUCTURAL FILL SHALL NOT BE PLACED ON DELETERIOUS MATERIALS OR IN STANDING WATER. EXCAVATIONS SHALL BE DEWATERED AND INSPECTED PRIOR TO PLACING FILL. ASPHALT CONCRETE PAVEMENT 1. PROVIDE AND CONSTRUCT HOT MIX ASPHALT IN PROVIDE AND CONSTRUCT HOT MIX ASPHALT IN ACCORDANCE WITH ME-DOT STANDARD SPECIFICATIONS, DIVISION 400 - PAVEMENTS. 2. PROVIDE AND CONSTRUCT SUB-BASE AND PROVIDE AND CONSTRUCT SUB-BASE AND BASE IN ACCORDANCE WITH MEDOT STANDARD SPECIFICATIONS, DIVISION 300 - BASES. 3. MATERIALS SHALL COMPLY WITH APPLICABLE MATERIALS SHALL COMPLY WITH APPLICABLE SECTIONS OF MEDOT SPECIFICATIONS, DIVISION 700 - MATERIALS. CONSTRUCTION DEWATERING 1. ALL EXCAVATIONS SHALL BE DEWATERED PRIOR ALL EXCAVATIONS SHALL BE DEWATERED PRIOR TO PLACEMENT OF BEDDING SOILS OR STRUCTURES. 2. ALL PUMPED WATER FROM EXCAVATIONS SHALL ALL PUMPED WATER FROM EXCAVATIONS SHALL BE MANAGED IN ACCORDANCE WITH SPECIFICATION SECTION 31 23 00.00 22 (EXCAVATION AND FILL). 3. KTR SHALL NOT DISCHARGE ANY PUMPED OR KTR SHALL NOT DISCHARGE ANY PUMPED OR CONTAINED WATER TO LAND SURFACES, CATCH BASINS, WATER BODIES, OR ANY OTHER STRUCTURE. 4. IN THE EVENT OF ACCIDENTAL DISCHARGE, KTR IN THE EVENT OF ACCIDENTAL DISCHARGE, KTR SHALL IMMEDIATELY NOTIFY THE PWD-ME CONSTRUCTION MANAGER. AS-BUILT 1. PLANS HAVE BEEN COMPILED FROM EXISTING PLANS HAVE BEEN COMPILED FROM EXISTING RECORD DRAWINGS PROVIDED BY NAVFAC PWD-ME. KTR SHALL REVISE TWO SETS OF PAPER DRAWINGS BY RED-LINE PROCESS TO IDENTIFY THE AS-BUILT CONDITIONS DURING THE EXECUTION OF WORK. THE KTR SHALL MAINTAIN THE AS-BUILT DRAWINGS 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 OR CHANGES FROM THE CONTRACT PLANS OR ADDITIONAL INFORMATION UNCOVERED IN THE COURSE OF CONSTRUCTION MUST BE ACCURATELY AND NEATLY RECORDED AS THEY OCCUR BY MEANS OF DETAILS AND NOTES. THE KTR 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 KTR QUALITY CONTROL PLAN (FOUNDATIONS, UNDERGROUND UTILITIES, STRUCTURAL STEEL, ETC.). IF THE KTR 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 KTR REGARDING THE ACCURACY AND COMPLETENESS OF UPDATED DRAWINGS. WORKING AND FINAL RECORD DRAWINGS, SHALL INDICATE THE FOLLOWING MINIMUM INFORMATION: 2.1. THE ACTUAL LOCATION (ELEVATION AND 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) INDICATE BY THE 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. RECORD THE DEPTH BELOW THE SURFACE OF EACH RUN OF PIPE, FITTINGS, VALVES, ETC. 2.2. CORRECT GRADE, ELEVATIONS, CROSS CORRECT GRADE, ELEVATIONS, CROSS SECTION, OR ALIGNMENT OF ROADS, EARTHWORK, STRUCTURES, OR EXISTING AND NEW UTILITIES IF ANY DEVIATIONS WERE MADE FROM CONTRACT PLANS. 2.3. CHANGES IN DETAILS OF DESIGN OR CHANGES IN DETAILS OF DESIGN OR ADDITIONAL INFORMATION OBTAINED FROM WORKING DRAWINGS SPECIFIED TO BE PREPARED AND/OR FURNISHED BY THE KTR, INCLUDING, BUT NOT LIMITED TO, FABRICATION, ERECTION, INSTALLATION PLANS AND PLACING DETAILS, PIPE SIZES, INSULATION MATERIAL, DIMENSIONS OF EQUIPMENT, FOUNDATIONS, ETC. 2.4. THE TOPOGRAPHY, INVERT ELEVATIONS, AND THE TOPOGRAPHY, INVERT ELEVATIONS, AND GRADES OF DRAINAGE INSTALLED OR AFFECTED AS PART OF THE PROJECT CONSTRUCTION. SURVEY SHALL BE COMPLETED BY A PROFESSIONAL LAND SURVEYOR LICENSED IN THE STATE OF MAINE. 2.5. CHANGES OR MODIFICATIONS WHICH RESULT CHANGES OR MODIFICATIONS WHICH RESULT FROM THE FINAL INSPECTION. 2.6. WHERE CONTRACT DRAWINGS OR WHERE CONTRACT DRAWINGS OR SPECIFICATIONS PRESENT OPTIONS, SHOW ONLY THE OPTION SELECTED FOR CONSTRUCTION ON THE FINAL AS-BUILT DRAWINGS. 2.7. MODIFICATIONS (INCLUDE WITHIN MODIFICATION 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. RESTORATION 1. KTR IS RESPONSIBLE FOR KTR IS RESPONSIBLE FOR RESTORING/REPLACING ALL DISTURBED OR DAMAGED SITE FEATURES INCLUDING BUT NOT LIMITED TO: SIGNAGE, PAVEMENT MARKINGS, LANDSCAPING, CONCRETE SLABS, FENCING, LIGHTING, CURBING, AND SIDEWALKS. EXISTING BUS SHELTER 1. KTR SHALL DETERMINE THE MEANS AND KTR SHALL DETERMINE THE MEANS AND METHODS FOR CONSTRUCTION IN THE VICINITY OF THE EXISTING BUS SHELTER. 2. KTR SHALL PREPARE A BUS SHELTER WORK KTR SHALL PREPARE A BUS SHELTER WORK PLAN DEFINING THE PROPOSED APPROACH FOR CONSTRUCTION. THE PLAN SHALL DEFINE MEANS AND METHODS FOR PROTECTION OF THE BUS SHELTER INCLUDING FOUNDATION SYSTEM(S), CONCRETE SLAB, ELECTRICAL SERVICES, THE TIMBER-FRAMED STRUCTURE, ROOF, AND ALL FINISHES. 3. CONSTRUCTION METHODS INCLUDE TUNNELING CONSTRUCTION METHODS INCLUDE TUNNELING BENEATH THE STRUCTURE, OR DISASSEMBLY AND RE-ERECTION OF THE STRUCTURE. 4. IF THE KTR ELECTS TO TUNNEL BENEATH THE IF THE KTR ELECTS TO TUNNEL BENEATH THE STRUCTURE, THE WORK PLAN SHALL DETAIL THE APPROACH TO SUPPORT THE STRUCTURE AND METHODS FOR CONSTRUCTION INCLUDING TRENCHING, CONCRETE FORMING AND PLACEMENT, BACKFILLING, AND SOILS COMPACTION. 5. ALL WORK SHALL COMPLY WITH EMR 385 AND ALL WORK SHALL COMPLY WITH EMR 385 AND OSHA CONSTRUCTION STANDARDS. 6. KTR SHALL BE RESPONSIBLE FOR ALL REPAIRS KTR SHALL BE RESPONSIBLE FOR ALL REPAIRS ASSOCIATED WITH THE WORK PERFORMED IN THE VICINITY OF THE BUS SHELTER. 7. ANY DETERIORATED OR ROTTED WOOD (FASCIA, ANY DETERIORATED OR ROTTED WOOD (FASCIA, CLADDING, TRIM) SHALL BE REPLACED BY KTR IF DISTURBED BY CONSTRUCTION. 8. ANY DETERIORATED SECTIONS OF ROOF SHALL ANY DETERIORATED SECTIONS OF ROOF SHALL BE REPLACED BY KTR IF DISTURBED BY CONSTRUCTION. RAILROAD TRACK DISTURBANCE 1. ALL WORK COMPLETED WITHIN THE VICINITY OF ALL WORK COMPLETED WITHIN THE VICINITY OF THE EXISTING RAILROAD TRACKS SHALL BE COORDINATED WITH, AND APPROVED BY, THE GOVERNMENT PRIOR TO COMMENCING CONSTRUCTION. 2. KTR SHALL DETERMINE THE MEANS AND METHODS KTR SHALL DETERMINE THE MEANS AND METHODS FOR CONSTRUCTION IN THE VICINITY OF THE EXISTING RAILROAD TRACKS ADJACENT TO AC701. 3. KTR SHALL DETERMINE THE DURATION OF RAIL KTR SHALL DETERMINE THE DURATION OF RAIL TRACK OUTAGES AND COORDINATE WITH THE GOVERNMENT. 4. KTR SHALL PREPARE A RAILROAD TRACK KTR SHALL PREPARE A RAILROAD TRACK PROTECTION WORK PLAN DEFINING THE PROPOSED APPROACH FOR CONSTRUCTION. THE PLAN SHALL DEFINE MEANS AND METHODS FOR PROTECTION OF THE RAILROAD TRACKS INCLUDING RAILS, TIES, SWITCHES, CONNECTORS, AND ALL OTHER APPURTENANCES. 5. KTR SHALL, PRIOR TO COMMENCING WORK, KTR SHALL, PRIOR TO COMMENCING WORK, COMPLETE A PRE-CONSTRUCTION SURVEY OF THE EXISTING RAIL SEGMENTS WITHIN THE LIMIT OF WORK EXTENDING BEYOND THE LIMIT OF DISTURBANCE 100-FEET IN BOTH DIRECTIONS. UPON COMPLETION OF WORK KTR SHALL DUPLICATE THE SURVEY (POST-CONSTRUCTION) TO VERIFY THAT THE RAIL IS WITHIN THE SPECIFIED TOLERANCES. SURVEYS SHALL BE SUBMITTED TO THE GOVERNMENT. REFER TO SPECIFICATION SECTION 34 11 00. 6. ACCEPTABLE CONSTRUCTION METHODS INCLUDE ACCEPTABLE CONSTRUCTION METHODS INCLUDE TUNNELING BENEATH THE RAILROAD TRACKS, OR DISASSEMBLY AND REPLACEMENT OF THE RAIL TRACK WITHIN AND ADJACENT TO THE PROPOSED WORK LIMITS. 6.1 IF THE KTR ELECTS TO TUNNEL BENEATH THE TRACK SYSTEM, THE WORK PLAN SHALL DETAIL THE APPROACH TO SUPPORT THE TRACKS AND METHODS FOR CONSTRUCTION INCLUDING TRENCHING, CONCRETE FORMING AND PLACEMENT, BACKFILLING, AND SOILS COMPACTION. DETAILED METHODS FOR TEMPORARY SUPPORT OF THE RAIL SYSTEM SHALL BE STAMPED BY A QUALIFIED LICENSED PROFESSIONAL ENGINEER. 6.2 IF KTR ELECTS TO DISASSEMBLE THE TRACK RAILS FOR OPEN CUT EXCAVATION, THEY SHALL REMOVE ALL SEGMENTS WITHIN A MINIMUM OF 50-FEET OF THE EXCAVATION LIMITS.

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