Amend_0001_-_Updated_DWGs_FY18_Ground_Level_Rail_Repairs.pdf

PDF 4 MB Posted Jul 25, 2018

Attached to: Crane and Railroad repairs at Portsmouth Naval Shipyard in Kittery, Maine
Solicitation number: N4008518B9534
Issued by: Department of the Navy Naval Facilities Engineering Command

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Amend_0001_-_Updated_DWGs_FY18_Ground_Level_Rail_Repairs.pdf

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File	Type	Posted
WD_ME1801_1-5-2018_ME109__-_Amend_0003.pdf	PDF	Aug 3, 2018
Amendment_0003_N4008518B9534.pdf	PDF	Aug 3, 2018
Attach_8_Reference_drawings.pdf	PDF	Jul 27, 2018
Attach_7_Spec_34_11_00.pdf	PDF	Jul 27, 2018
Amendment_0002_N4008518B9534.pdf	PDF	Jul 27, 2018
Amendment_0001_N4008518B9534.pdf	PDF	Jul 25, 2018
Attach_1_Bid_Form.pdf	PDF	Jun 29, 2018
Attach_2_PNSY_Div_1_Specs_5417.pdf	PDF	Jun 29, 2018
Solicitation_N4008518B9534_Crane_and_Railroad_-_RELEASED.pdf	PDF	Jun 29, 2018
SOW_1608364_FY18_Rail_Defect_Repairs.pdf	PDF	Jun 29, 2018

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KITTERY, ME

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DEPARTMENT OF THE NAVY

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SEAL

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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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FY18 SP CRANE & RAILROAD REPAIRS

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LIST OF DRAWINGS

AutoCAD SHX Text SHEET PWD-ME NAVFAC DRAWING PWD-ME NAVFAC DRAWING NAVFAC DRAWING DRAWING SHEET NO. NO. DWG. NO. TITLE NO. NO. DWG. NO. TITLE NO. DWG. NO. TITLE DWG. NO. TITLE TITLE 1 OF 11 G001 RR-18-367 12775636 TITLE SHEET G001 RR-18-367 12775636 TITLE SHEET RR-18-367 12775636 TITLE SHEET 12775636 TITLE SHEET TITLE SHEET 2 OF 11 G002 RR-18-368 12775637 GENERAL NOTES G002 RR-18-368 12775637 GENERAL NOTES RR-18-368 12775637 GENERAL NOTES 12775637 GENERAL NOTES GENERAL NOTES 3 OF 11 G003 RR-18-369 12775638 WORK AREA LOCATION PLAN G003 RR-18-369 12775638 WORK AREA LOCATION PLAN RR-18-369 12775638 WORK AREA LOCATION PLAN 12775638 WORK AREA LOCATION PLAN WORK AREA LOCATION PLAN 4 OF 11 C101 RR-18-370 12775639 DRYDOCK No.3 CRANE RAIL REPLACEMENT PLAN, DETAILS & NOTES C101 RR-18-370 12775639 DRYDOCK No.3 CRANE RAIL REPLACEMENT PLAN, DETAILS & NOTES RR-18-370 12775639 DRYDOCK No.3 CRANE RAIL REPLACEMENT PLAN, DETAILS & NOTES 12775639 DRYDOCK No.3 CRANE RAIL REPLACEMENT PLAN, DETAILS & NOTES DRYDOCK No.3 CRANE RAIL REPLACEMENT PLAN, DETAILS & NOTES PLAN, DETAILS & NOTES 5 OF 11 C102 RR-18-371 12775640 WEST CRANE RAIL SEGMENT 3 REPLACEMENT; F10, F11, F14 & F16 REMOVALS AND SW 63 REMOVAL PLAN, DETAILS & NOTES C102 RR-18-371 12775640 WEST CRANE RAIL SEGMENT 3 REPLACEMENT; F10, F11, F14 & F16 REMOVALS AND SW 63 REMOVAL PLAN, DETAILS & NOTES RR-18-371 12775640 WEST CRANE RAIL SEGMENT 3 REPLACEMENT; F10, F11, F14 & F16 REMOVALS AND SW 63 REMOVAL PLAN, DETAILS & NOTES 12775640 WEST CRANE RAIL SEGMENT 3 REPLACEMENT; F10, F11, F14 & F16 REMOVALS AND SW 63 REMOVAL PLAN, DETAILS & NOTES WEST CRANE RAIL SEGMENT 3 REPLACEMENT; F10, F11, F14 & F16 REMOVALS AND SW 63 REMOVAL PLAN, DETAILS & NOTES PLAN, DETAILS & NOTES 6 OF 11 C103 RR-18-372 12775641 SW34, F9 REMOVAL AND BERTH 6 SPUR CRANE RAIL REPLACEMENT PLAN, DETAILS AND NOTES C103 RR-18-372 12775641 SW34, F9 REMOVAL AND BERTH 6 SPUR CRANE RAIL REPLACEMENT PLAN, DETAILS AND NOTES RR-18-372 12775641 SW34, F9 REMOVAL AND BERTH 6 SPUR CRANE RAIL REPLACEMENT PLAN, DETAILS AND NOTES 12775641 SW34, F9 REMOVAL AND BERTH 6 SPUR CRANE RAIL REPLACEMENT PLAN, DETAILS AND NOTES SW34, F9 REMOVAL AND BERTH 6 SPUR CRANE RAIL REPLACEMENT PLAN, DETAILS AND NOTES 7 OF 11 C104 RR-18-373 12775642 ML RR SW9, 10, 11, 12, 32 & 33 AND CONNECTING TRACK REMOVAL PLANS, DETAILS AND NOTES C104 RR-18-373 12775642 ML RR SW9, 10, 11, 12, 32 & 33 AND CONNECTING TRACK REMOVAL PLANS, DETAILS AND NOTES RR-18-373 12775642 ML RR SW9, 10, 11, 12, 32 & 33 AND CONNECTING TRACK REMOVAL PLANS, DETAILS AND NOTES 12775642 ML RR SW9, 10, 11, 12, 32 & 33 AND CONNECTING TRACK REMOVAL PLANS, DETAILS AND NOTES ML RR SW9, 10, 11, 12, 32 & 33 AND CONNECTING TRACK REMOVAL PLANS, DETAILS AND NOTES 8 OF 11 C501 RR-18-374 12775643 CRANE RAIL REPLACEMENT; TYPE A ANCHORING: PLANS, DETAILS AND NOTES C501 RR-18-374 12775643 CRANE RAIL REPLACEMENT; TYPE A ANCHORING: PLANS, DETAILS AND NOTES RR-18-374 12775643 CRANE RAIL REPLACEMENT; TYPE A ANCHORING: PLANS, DETAILS AND NOTES 12775643 CRANE RAIL REPLACEMENT; TYPE A ANCHORING: PLANS, DETAILS AND NOTES CRANE RAIL REPLACEMENT; TYPE A ANCHORING: PLANS, DETAILS AND NOTES 9 OF 11 C502 RR-18-375 12775644 CRANE RAIL REPLACEMENT; TYPE B AND C ANCHORING: PLANS, DETAILS AND NOTES C502 RR-18-375 12775644 CRANE RAIL REPLACEMENT; TYPE B AND C ANCHORING: PLANS, DETAILS AND NOTES RR-18-375 12775644 CRANE RAIL REPLACEMENT; TYPE B AND C ANCHORING: PLANS, DETAILS AND NOTES 12775644 CRANE RAIL REPLACEMENT; TYPE B AND C ANCHORING: PLANS, DETAILS AND NOTES CRANE RAIL REPLACEMENT; TYPE B AND C ANCHORING: PLANS, DETAILS AND NOTES 10 OF 11 C503 RR-18-376 12775643 MAINLINE RAIL REPLACEMENT DETAILS C503 RR-18-376 12775643 MAINLINE RAIL REPLACEMENT DETAILS RR-18-376 12775643 MAINLINE RAIL REPLACEMENT DETAILS 12775643 MAINLINE RAIL REPLACEMENT DETAILS MAINLINE RAIL REPLACEMENT DETAILS 11 OF 11 C504 RR-18-377 12775644 SWITCH STAND REPAIRS: PLANS, SECTIONS DETAILS AND PARTS C504 RR-18-377 12775644 SWITCH STAND REPAIRS: PLANS, SECTIONS DETAILS AND PARTS RR-18-377 12775644 SWITCH STAND REPAIRS: PLANS, SECTIONS DETAILS AND PARTS 12775644 SWITCH STAND REPAIRS: PLANS, SECTIONS DETAILS AND PARTS SWITCH STAND REPAIRS: PLANS, SECTIONS DETAILS AND PARTS

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DETAIL

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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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MAINE

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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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FY18 SP CRANE & RAILROAD REPAIRS

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PFG

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JEFF HOYT

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DAL

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AMIN BAHROUR PM&E

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DOUG LABRANCHE

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NPL

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RFP SUBMISSION

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IN HOUSE DESIGN

GENERAL NOTES AS BUILT NOTES:EROSION CONTROL NOTES:

TRAFFIC NOTES:

UTILITY NOTES: CONT.

CONSTRUCTION NOTES:

UTILITY NOTES:

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DEPARTMENT OF THE NAVY

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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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PM/DM

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BRANCH MANAGER

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DRAWFORM REVISION: 10 OCTOBER 2014

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GENERAL NOTES

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PORTSMOUTH NAVAL SHIPYARD

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KITTERY, MAINE

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FY18 SP CRANE & RAILROAD REPAIRS

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PFG

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JEFF HOYT

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AMIN BAHROUR PM&E

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RFP SUBMISSION

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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. VERTICAL DATUM: NAVD88 VERTICAL DATUM: NAVD88 3. HORIZONTAL DATUM: MAINE STATE COORDINATES. WEST ZONE NAD 83. HORIZONTAL DATUM: MAINE STATE COORDINATES. WEST ZONE NAD 83. 4. PORTSMOUTH NAVAL SHIPYARD GROUND CONTROL ESTABLISHED BY CIVIL PORTSMOUTH NAVAL SHIPYARD GROUND CONTROL ESTABLISHED BY CIVIL CONSULTANTS, SOUTH BERWICK MAINE FEBRUARY 2002. 5. ALL FINISHED GRADES WILL PROVIDE POSITIVE DRAINAGE FOR ALL ALL FINISHED GRADES WILL PROVIDE POSITIVE DRAINAGE FOR ALL RECONSTRUCTED AREAS. 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 WILL BE VERIFIED, LOCATED, AND PROTECTED DURING ALL PHASES OF CONSTRUCTION. 7. 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. 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. 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. 11. CONTRACTOR SHALL REPORT ALL SPILLS AND LEAKS OF OIL OR OTHER 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 AT EXTENSION 2333 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. 12. 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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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 SHALL RE-NOTIFY DIG SAFE, THE CONTRACTING OFFICER AND THE PWD ME DIG SAFE COORDINATOR. 8. 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. 9. ALL SEWER AND DRAIN FRAMES AND GRATES OR COVERS WILL BE ADJUSTED 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. 10. ALL ELECTRIC POWER MANHOLE FRAMES AND COVERS WILL BE ADJUSTED TO ALL ELECTRIC POWER MANHOLE FRAMES AND COVERS WILL 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 SHALL NOT BE USED SHORING SYSTEMS: MECHANICAL MEANS OF EXCAVATION SHALL NOT BE USED WHEN EXCAVATING WITHIN 61mm (2 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 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. 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 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. CONTACT: NORTHERN UTILITIES, AT&T/BROADBAND, VERIZON AND ANY OTHER PRIVATE UTILITY OWNERS. 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, REVISION OF DECEMBER 2002 AND SUPPLEMENTARY STANDARD CONSTRUCTION DETAILS FOR CONSTRUCTION, FEBRUARY 1, 2001.

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1. THE CONTRACTOR SHALL COORDINATE MATERIAL STORAGE AND LAYDOWN AREAS THE CONTRACTOR SHALL COORDINATE MATERIAL STORAGE AND LAYDOWN AREAS WITH CONTRACTING OFFICER. 2. 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. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING WITH PNSY THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING WITH PNSY OPERATIONS DURING THE PROCESS OF THE WORK. 4. 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. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FOR MAINTAINING SECURITY AT THE CONTRACTOR SHALL BE RESPONSIBLE FOR FOR MAINTAINING SECURITY AT ALL TIMES DURING CONSTRUCTION. 6. 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. 7. 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. 8. ALL WORK TO ACTIVE TRACK REQUIRES COORDINATED TRACK OUTAGES. ALL WORK TO ACTIVE TRACK REQUIRES COORDINATED TRACK OUTAGES. WEEKEND WORK MAY BE NECESSARY FOR ANY OF THE WORK ITEMS TO MINIMIZE DISRUPTION TO PNSY PRODUCTION SCHEDULES. 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. ALL CONSTRUCTION DETAILS AND SPECIFICATION ARE PROVIDED TO MEET ALL CONSTRUCTION DETAILS AND SPECIFICATION ARE PROVIDED TO MEET NAVFAC MID ATLANTIC PUBLIC WORKS DEPARTMENT MAINE FOR PORTSMOUTH NAVAL SHIPYARD.

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1. PLANS HAVE BEEN COMPILED FROM EXISTING RECORDS. CONTRACTOR SHALL PLANS HAVE BEEN COMPILED FROM EXISTING RECORDS. 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.

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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, 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 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 SHALL BE DESIGNED IN ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE DESIGNED IN ACCORDANCE WITH THE MAINE EROSION AND SEDIMENTATION CONTROL HANDBOOK FOR CONSTRUCTION: BEST MANAGEMENT PRACTICES, LATEST EDITION. 3. ALL EROSION CONTROL MEASURES SHALL BE INSTALLED PRIOR TO ANY SITE ALL EROSION CONTROL MEASURES SHALL BE INSTALLED PRIOR TO ANY SITE EXCAVATION OR REGRADING. 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. 4. CONSTRUCTION SHALL NOT BEGIN UNTIL ALL OF THE TEMPORARY EROSION CONSTRUCTION SHALL NOT BEGIN UNTIL ALL OF THE TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES, AS SPECIFIED ON THE PLANS, HAVE BEEN INSTALLED.

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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.

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1. THE CONTRACTOR SHALL VERIFY ALL EXISTING UTILITY INFORMATION AND TIE IN THE CONTRACTOR SHALL VERIFY ALL EXISTING UTILITY INFORMATION AND TIE IN LOCATIONS NEEDED TO COMPLETE THE DESIGN OF NEW UTILITY SYSTEMS AND SITE IMPROVEMENTS. VERIFICATION METHODS SHALL INCLUDE BUT NOT BE LIMITED TO TESTS PITS AND CCTV TO VERIFY LOCATION, ELEVATION, SIZE, MATERIAL, AND ANY OTHER INFORMATION REQUIRED TO COMPLETE THE DESIGN 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. 2. 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 WILL BE LOCATED PRIOR TO COMMENCING ANY EXCAVATION OR GROUND PENETRATING WORK. "DIG SAFE" (1-888-344-7233) WILL 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. 3. THE EXCAVATOR SHALL PREPARE A "PWD ME DIG SAFE UTILITY LOCATE 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). 4. THE GOVERNMENT WILL LOCATE AND MARK THE UNDERGROUND UTILITIES THE GOVERNMENT WILL LOCATE AND MARK THE UNDERGROUND UTILITIES WITHIN 14 CALENDAR DAYS OF RECEIVING THE DIG SAFE NOTIFICATION.

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DAL

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DAL

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DOUG LABRANCHE

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NPL

WORK LOCATION PLAN

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PWD-MAINE

IN HOUSE DESIGN

STRUCTURAL STEEL NOTES:

CONCRETE NOTES:

RAIL REPAIR NOTES:

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306 (TEST TANK FACILITY)

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BLDG 172

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MEMORIAL

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SQUALUS

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SHIPYARD

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FLAGPOLE

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86 ADDITION

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1,000,000 GALLON ELEVATED WATER TANK

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395 ARMY BATTALION

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SHORELINE

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SHORELINE

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WENTWORTH STREET

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NFA100000481338

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GOODRICH AVE

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PROJECT LIMITS

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PLAN

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NOT TO SCALE

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DEPARTMENT OF THE NAVY

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CONSTR. CONTR. NO.

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SHEET

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NAVFAC DRAWING NO.

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NAVAL FACILITIES ENGINEERING COMMAND

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DES

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DESCRIPTION

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DATE

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SATISFACTORY TO

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APPROVED

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ACTIVITY

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FOR COMMANDER NAVFAC

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SEAL

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A/E INFO

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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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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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DRAWFORM REVISION: 10 OCTOBER 2014

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WORK AREA LOCATION PLAN

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PORTSMOUTH NAVAL SHIPYARD

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KITTERY, MAINE

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FY18 SP CRANE & RAILROAD REPAIRS

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PFG

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JEFF HOYT

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AMIN BAHROUR PM&E

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RFP SUBMISSION

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1. STEEL SHAPES AND PLATES SHALL BE ASTM A572, GRADE 50. STEEL SHAPES AND PLATES SHALL BE ASTM A572, GRADE 50. 2. BOLTS: ASTM A325, UNLESS NOTED OTHERWISE. BOLTS: ASTM A325, UNLESS NOTED OTHERWISE. 3. NUTS: ASTM A563, GRADE A, HEAVY HEX STYLE. NUTS: ASTM A563, GRADE A, HEAVY HEX STYLE. 4. WELDING: WELDING: a. WELDING SHALL BE IN ACCORDANCE WITH AWS D1.1. WELDING SHALL BE IN ACCORDANCE WITH AWS D1.1. PROVIDE AWS D1.1 QUALIFIED WELDERS, WELDING OPERATORS, AND TACKERS. USE CONTINUOUS WELDS FOR ALL EXPOSED CONNECTIONS. GRIND VISIBLE WELDS SMOOTH IN THE FINISHED INSTALLATION. b. DEVELOP AND SUBMIT WELDING PROCEDURE SPECIFICATIONS DEVELOP AND SUBMIT WELDING PROCEDURE SPECIFICATIONS (WPS) FOR ALL WELDING, INCLUDING WELDING DONE USING PREQUALIFIED PROCEDURES. c. WELDING ELECTRODES: E70XX, LOW HYDROGEN. WELDING ELECTRODES: E70XX, LOW HYDROGEN. d. PRIOR TO WELDING, SUBMIT CERTIFICATION FOR EACH PRIOR TO WELDING, SUBMIT CERTIFICATION FOR EACH WELDER STATING THE TYPE OF WELDING AND POSITIONS QUALIFIED FOR, THE CODE AND PROCEDURE QUALIFIED UNDER, DATE QUALIFIED, AND THE FIRM AND INDIVIDUAL CERTIFYING THE QUALIFICATION TESTS. CONFORM TO ALL REQUIREMENTS SPECIFIED IN AWS D1.1. e. INSPECTION IN ACCORDANCE WITH AWS D1.1. FURNISH THE INSPECTION IN ACCORDANCE WITH AWS D1.1. FURNISH THE SERVICES OF AWS-CERTIFIED WELDING INSPECTORS FOR FABRICATION AND ERECTION INSPECTION AND TESTING AND VERIFICATION INSPECTIONS. 5. FABRICATION SHALL BE IN ACCORDANCE WITH THE APPLICABLE FABRICATION SHALL BE IN ACCORDANCE WITH THE APPLICABLE PROVISIONS OF AISC 325. FABRICATION AND ASSEMBLY SHALL BE DONE IN THE SHOP TO THE GREATEST EXTENT POSSIBLE.

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1. MINIMUM 28-DAY COMPRESSIVE STRENGTH FOR CAST-IN-PLACE MINIMUM 28-DAY COMPRESSIVE STRENGTH FOR CAST-IN-PLACE CONCRETE, F'C = 4000 PSI UNLESS OTHERWISE NOTED. 2. CEMENT SHALL BE ASTM C150 TYPE II. CEMENT SHALL BE ASTM C150 TYPE II. 3. CONCRETE SHALL BE AIR ENTRAINED 6% +- 1.5%. CONCRETE SHALL BE AIR ENTRAINED 6% +- 1.5%. 4. MAXIMUM AGGREGATE SIZE = 3/4" MAXIMUM AGGREGATE SIZE = 3/4" 5. CONCRETE SHALL BE MOIST CURED FOR A MINIMUM OF 7 DAYS CONCRETE SHALL BE MOIST CURED FOR A MINIMUM OF 7 DAYS BEGINNING IMMEDIATELY AFTER PLACEMENT. 6. BAGGED DRY MIX CONCRETE MAY BE PERMISSIBLE GIVEN THE BAGGED DRY MIX CONCRETE MAY BE PERMISSIBLE GIVEN THE SCALE/SCOPE OF THE HEREIN DESCRIBED WORK. IF USED, MIX IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. 7. SUBMIT CONCRETE MIX DESIGN AND/OR BAGGED CONCRETE TO COR FOR SUBMIT CONCRETE MIX DESIGN AND/OR BAGGED CONCRETE TO COR FOR ACCEPTANCE BY GOVERNMENT.

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1. DEMO EXISTING CONCRETE/PAVEMENT TO EXPOSE EXISTING RAIL JOINTS. DEMO EXISTING CONCRETE/PAVEMENT TO EXPOSE EXISTING RAIL JOINTS. MAKE SAW CUTS AT THE LIMITS OF DEMOLITION IN NEAT STRAIGHT LINES. 2. CROP ENDS OF EXISTING RAIL TO REMAIN A MINIMUM OF 18 INCHES. CROP ENDS OF EXISTING RAIL TO REMAIN A MINIMUM OF 18 INCHES. LAYOUT/DRILL EXISTING RAILS IN THE FIELD FOR JOINT BARS. NEW RAILS SHALL BE SHOP FABRICATED WITH THE CORRECT DRILL PATTERN PRIOR TO DELIVERY TO THE SITE. TORCH CUTTING BOLT HOLES WILL NOT BE PERMITTED. SEE DETAIL 6/C501 FOR ADDITIONAL REQUIREMENTS. 3. THE CONTRACTOR IS RESPONSIBLE FOR REPAIR OF ANY DAMAGE TO THE THE CONTRACTOR IS RESPONSIBLE FOR REPAIR OF ANY DAMAGE TO THE EXISTING FOUNDATIONS RESULTING FROM THE WORK ON THIS CONTRACT. LOCATE EXISTING REINFORCING STEEL USING NON-DESTRUCTIVE MEANS, EG FERROSCAN, GPR, OR PACHOMETER PRIOR TO CORING CONCRETE AND FABRICATION OF THE RAIL BASE PLATES. FIELD ADJUST ANCHOR BOLT LOCATIONS AND INCREASE RAIL BASE PLATE WIDTH AS NEEDED TO AVOID EXISTING REINFORCING STEEL. DO NOT CORE THROUGH EXISTING REINFORCING STEEL WITHOUT CONTRACTING OFFICER APPROVAL. 4. ALL MATERIALS USED IN RECONSTRUCTION OF THE CRANE RAIL SHALL ALL MATERIALS USED IN RECONSTRUCTION OF THE CRANE RAIL SHALL BE NEW UNLESS NOTED OTHERWISE. 5. CRANE RAIL SHALL BE 135CR. CRANE RAIL SHALL BE 135CR. 6. PROVIDE NEW STEEL BASE PLATES AS NEEDED TO PROVIDE PROVIDE NEW STEEL BASE PLATES AS NEEDED TO PROVIDE CONTINUOUS BEARING BETWEEN BASE PLATES AND RAIL BASE. RAIL JOINTS AND BASE PLATE JOINTS SHALL BE STAGGERED. 7. FABRICATE & INSTALL RAIL, CLIPS, STUDS, JOINT BARS AND MISCELLANEOUS FABRICATE & INSTALL RAIL, CLIPS, STUDS, JOINT BARS AND MISCELLANEOUS HARDWARE PER DETAIL SHEETS C501, C502 FOR CRANE RAIL AND C503 FOR RAILROAD. 8. WELD REPAIR RAIL ENDS AS NECESSARY TO CORRECT RAIL END MISMATCH WELD REPAIR RAIL ENDS AS NECESSARY TO CORRECT RAIL END MISMATCH AND END BATTER AFTER INSTALLATION OF NEW JOINT BARS. 9. REFER TO SPECIFICATION 41 22 13.33 PORTAL CRANE TRACK INSTALLATION REFER TO SPECIFICATION 41 22 13.33 PORTAL CRANE TRACK INSTALLATION FOR ADDITIONAL MATERIAL AND WORKMANSHIP REQUIREMENTS.

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WEST CRANE SEGMENT 3 RAIL REPLACEMENT. SEE DETAIL 1/C102

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WEST CRANE SEGMENT 4 RAIL REPLACEMENT. SEE DETAIL 2/C101

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WEST CRANE SEGMENT 4 RAIL REPLACEMENT. SEE DETAIL 2/C101

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EAST CRANE SEGMENT 3 REMOVE FROG 1 AND REPLACE IN-KIND. SEE REFERENCE SHEET.

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EAST CRANE SPUR RAIL, LEFT RAIL REPLACEMENT. SEE DETAIL 1/C103.

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EAST CRANE SEGMENT 1 REMOVE SWITCH 34. REPLACE WITH RAIL SEE DETAIL 2/C103

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RAIL ROAD SWITCH, FROG AND RAIL REPAIR SEE REFERENCE SHEET AND DETAIL 1/C104

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REMOVE SWITCH 33. REPLACE WITH RAIL SEE DETAIL 2/C104

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REMOVE SWITCH 32. REPLACE WITH RAIL. SEE DETAIL 2/C104

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RAIL ROAD SWITCH STAND REPLACEMENT PER DETAILS SHEET C504

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RAIL ROAD SWITCH STAND REPLACEMENT PER DETAILS SHEET C504

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REMOVE FROGS 16 AND 14. REPLACE WITH RAIL. SEE DETAIL 2/C102

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REMOVE SWITCH 63. REPLACE WITH RAIL SEE DETAIL 3/C102

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REMOVE FROGS 10 AND 11. REPLACE WITH RAIL. SEE DETAIL 4/C102

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REPLACE FROG 9. REPLACE WITH RAIL SEE DETAIL 3/C103

AutoCAD SHX Text REMOVE SWITCH 75, FROGS F22, F23 AND CROSSINGS, C22, C23, C24, C25. REPLACE WITH RAIL. SEE DETAIL 1/C101

DRYDOCK No.3 CRANE SPUR RAIL REPLACEMENT - PLAN 1

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C101RR-18-370

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IN HOUSE DESIGN

GRAPHIC SCALE

GENERAL NOTES

WEST CRANE SEGMENT 4 RAIL REPLACEMENT - PLAN 2

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DEPARTMENT OF THE NAVY

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CONSTR. CONTR. NO.

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SHEET

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A/E INFO

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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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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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DRAWFORM REVISION: 10 OCTOBER 2014

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PLAN, DETAILS AND NOTES

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CHECK GRAPHIC SCALE BEFORE USING

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PORTSMOUTH NAVAL SHIPYARD

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KITTERY, MAINE

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FY18 SP CRANE & RAILROAD REPAIRS

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PFG

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JEFF HOYT

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AMIN BAHROUR PM&E

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1. THE EXISTING PORTAL CRANE RAIL AT DRY DOCK 3 HEAD END THE EXISTING PORTAL CRANE RAIL AT DRY DOCK 3 HEAD END AND WEST CRANE SEGMENT 4 WAS CONSTRUCTED BY CONTRACT N62472-76-C-006: CONSTRUCTION DRY DOCK 3. 2. REMOVE EXISTING RAILS, EQUIPMENT, JOINT BARS, RAIL CLIPS, REMOVE EXISTING RAILS, EQUIPMENT, JOINT BARS, RAIL CLIPS, JOINT BARS, RAIL CLIPS, STUDS. EXISTING RAIL SUPPORT BEAM TO REMAIN. 3. REFER TO SHEET G003 FOR ADDITIONAL CONCRETE, STEEL AND REFER TO SHEET G003 FOR ADDITIONAL CONCRETE, STEEL AND CRANE RAIL REPAIR REQUIREMENTS.

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RFP SUBMISSION

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DAL

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DAL

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DOUG LABRANCHE

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NPL

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SW 77

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SW 75

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SW 76

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AutoCAD SHX Text RAIL REMOVALS; 1. SAW CUT PAVEMENT AND REMOVE SW 75, TURNTABLE FROG F22 AND ALL CONNECTING RAIL SAW CUT PAVEMENT AND REMOVE SW 75, TURNTABLE FROG F22 AND ALL CONNECTING RAIL SEGMENTS BETWEEN SW 77 AND TURNTABLE FROG F21. SAW CUT PAVEMENT REQUIRED TO REMOVE ABANDONED RIGID CROSSING INDICATED. SW 77 AND TURNTABLE FROG F21 SHALL REMAIN UNDISTURBED. 2. SAW CUT PAVEMENT AND REMOVE F23, RIGID CROSSINGS C22, C23, AND ALL CONNECTING RAIL SAW CUT PAVEMENT AND REMOVE F23, RIGID CROSSINGS C22, C23, AND ALL CONNECTING RAIL SEGMENTS BETWEEN SW 77 AND TURNTABLE FROG F21. SW 76 AND TURNTABLE FROG F21 SHALL REMAIN UNDISTURBED. 3. SAW CUT PAVEMENT AND REMOVE RIGID CROSSINGS C24, C25 AND RAIL SECTION INDICATED. SAW CUT PAVEMENT AND REMOVE RIGID CROSSINGS C24, C25 AND RAIL SECTION INDICATED. EXISTING RAIL SECTIONS OUTSIDE OF REMOVAL AREA SHALL REMAIN IN PLACE UNDISTURBED. 4. INVESTIGATE TO VERIFY RAIL ANCHORING FOR RAIL REPLACEMENT. INVESTIGATE TO VERIFY RAIL ANCHORING FOR RAIL REPLACEMENT. RAIL REPLACEMENT: 1. REPLACE ALL AREAS INDICATED WITH 135# CR PER DETAILS ON C501 FOR "A" ANCHORAGE AND REPLACE ALL AREAS INDICATED WITH 135# CR PER DETAILS ON C501 FOR "A" ANCHORAGE AND C502 FOR "B" ANCHORAGE AS APPLICABLE 2. VERIFY CONNECTING RAIL STUB BOLT PATTERN OF ALL EXISTING RAIL EQUIPMENT TO REMAIN VERIFY CONNECTING RAIL STUB BOLT PATTERN OF ALL EXISTING RAIL EQUIPMENT TO REMAIN BEFORE DRILLING JOINT BARS.

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TYPE "B" ANCHORAGE

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APPROXIMATE AREA OF TRANSITION

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APPROXIMATE AREA OF TRANSITION

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AutoCAD SHX Text RAIL REMOVALS; 1. SAW CUT PAVEMENT AND REMOVE RAIL SECTIONS TO NEXT RAIL JOINT AS SAW CUT PAVEMENT AND REMOVE RAIL SECTIONS TO NEXT RAIL JOINT AS INDICATED. 2. INVESTIGATE TO VERIFY RAIL ANCHORING FOR RAIL REPLACEMENT. INVESTIGATE TO VERIFY RAIL ANCHORING FOR RAIL REPLACEMENT. RAIL REPLACEMENT: 1. REPLACE ALL AREAS INDICATED WITH 135# CR PER DETAILS ON C502 FOR REPLACE ALL AREAS INDICATED WITH 135# CR PER DETAILS ON C502 FOR TYPE "B" AND "C" ANCHORAGE AS APPLICABLE.

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TYPE "B" ANCHORAGE

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TRANSITION TYPE "B" TO TYPE "C" ANCHORAGE

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TYPE "C" ANCHORAGE

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REMOVE ABANDONED RIGID CROSSING. NO RAIL REPLACEMENT THIS LOCATION.

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WEST CRANE SEG 4 RIGHT RAIL

GENERAL NOTES

WEST CRANE RAIL SEGMENT 3 REPLACEMENT - PLAN 1

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C102RR-18-371

PWD-MAINE

IN HOUSE DESIGN

GRAPHIC SCALE

ABBREVIATIONS

BERTH 13 SPUR FROG F14 & 16 REMOVAL - PLAN 2 BERTH 11 SPUR FROG F10 & 11 REMOVAL - PLAN 4

BERTH 11 SPUR SWITCH 63 REMOVAL - PLAN 3

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1. THE EXISTING PORTAL CRANE RAIL WAS CONSTRUCTED BY THE EXISTING PORTAL CRANE RAIL WAS CONSTRUCTED BY CONTRACT N62472-78-C-0306: WATERFRONT PROJECTS CONSOLIDATION. 2. REMOVE EXISTING RAIL, RAIL JOINT BARS, RAIL CLIPS, AND STUDS. REMOVE EXISTING RAIL, RAIL JOINT BARS, RAIL CLIPS, AND STUDS. JOINT BARS, RAIL CLIPS, AND STUDS. 3. REFER TO SHEET G003 FOR ADDITIONAL CONCRETE, STEEL AND REFER TO SHEET G003 FOR ADDITIONAL CONCRETE, STEEL AND CRANE RAIL REPAIR REQUIREMENTS.

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DEPARTMENT OF THE NAVY

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CONSTR. CONTR. NO.

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A/E INFO

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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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PM/DM

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