ORIGINAL SHEET - ANSI D 22"x 34" (558.8mm x 863.6mm)
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TYPICAL STEPS TO CONSTRUCT INDUSTRIAL TRACKAGE IN BRITISH COLUMBIA: 1. CN RAILWAY ENGINEERING DEPARTMENT TO SIGN-OFF ON CONCEPTUAL TRACK DESIGN (HORIZONTAL GEOMETRY) 2. DETAILED DESIGN REQUIRED INCLUDES SURVEY, VERTICAL GEOMETRY, DESIGN SECTIONS AND STANDARD DETAIL SECTIONS STAMPED BY DESIGN ENGINEER. 3. CN RAILWAY SIGN-OFF OF DETAILED DESIGN BY CN ENGINEERING. 4. PORT PERMITS AND ENVIRONMENTAL SIGN-OFF REQIURED WHERE APPLICABLE. 5. PORT APPROVAL FOR CONSTRUCTION REQUIRED. 6. DEVELOPMENT OF TRAINING, SMS AND OPERATING PROCEDURE REQUIRED 7. DEVELOPMENT OF TRACK INSPECTION PROGRAM. 8. CERTIFIED INSPECTION OF TRACK AS CONSTRUCTED IS SAFE TO OPERATE UPON. 9. RAILWAY INSPECTION TO VALIDATE TRACK IS SAFE TO OPERATE UPON. 10. CN SIDING AGREEMENT REQUIRED (TRACK ID NO. PROVIDED).
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DESIGN STANDARDS 1. DESIGN AND CONSTRUCTION TO MEET CN SPECIFICATIONS FOR INDUSTRIAL TRACKS - REVISED 15 NOVEMBER 2015 2. TYPICAL RAILCAR 83 FOOT (CONNECTED LENGTH) 286,000 LB. GROSS CAPACITY 3. MAXIMUM TRACK GRADE IN LOADING AREA 0.20%. 0.00% TRACK GRADE WHERE PRACTICABLE. 4. MAXIMUM CURVATURE 9 DEGREES (MIN. RADIUS 637.2747 FEET 194.2413 M) 5. MAINLINE TURNOUT TO BE NEW NO.12 - 136 LB. (CN SUPPLIED AT CLIENT EXPENSE). IN-PLANT TURNOUTS NO.8 - 115 LB. (NEW OR PW SUPPLIED BY CLIENT) ON TREATED HARDWOOD TIES 6. TRACK TIES MIN. NEW 6"X8"X 8'-6" TREATED HARDWOOD WITH END PLATES; RAIL = 115 LB. RE JOINTED RAIL - ONE-SPOT OR BETTER 7. SUB-BALLAST 12" MIN. ON SUBGRADE - BALLAST - MIN. 9" BENEATH TRACK TIE - SUB-GRADE COMPACTION MIN. 95% STANDARD PROCTOR FOR 286 KIP RAILCAR LOADING. 8. DRAINAGE - SUBGRADE MIN. 2.5% CROSS-FALL WITH SITE DRAINAGE MIN. 2% CROSS-FALL AWAY FROM TRACK 9. TRANSPORT CANADA SIGHTLINES TO BE PROVIDED FOR AT VEHICLE AND PEDESTRIAN SITE ACCESS ACROSS TRACK AS MAY BE APPLICABLE. 10. ALL ABOVE GROUND STRUCTURES AND FIXTURES TO BE COMPLIANT WITH CN CLEARANCE ENVELOPE FOR INDUSTRIAL TRACKAGE. AN ADDITIONAL 1" PER DEGREE OF CURVE IS REQUIRED IN ADDITION TO THE LATERAL CLEARANCES IN CONDITIONS WHERE TRACK CURVATURE IS APPLICABLE. 11. CN MAINLINE PROTECTED BY HINGE-DERAIL.
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OPERATING PHILOSOPHY 1. CLIENT HAS CAPACITY FOR 14 RAILCARS (83 FOOT LONG CENTRE-BEAM) 286,000 LB. 2. CN ARRIVES UP TO ONCE PER DAY WITH UP TO 14 RAILCARS ON MANIFEST SERVICE FROM THORNTON YARD. 3. CN HAS THE OPTION TO STAGE MANIFEST TRAFFIC IN FRASER SURREY PORT YARD (PARY) FOR DELIVERY TO THE CLIENT. 4. THERE IS SUFFICIENT SPACE TO HOLD 14 RAILCARS IN ONE STRING ON TANGENT TRACK WITHIN THE SITE. 5. CARS WILL BE SPOTTED ON SITE IN ONE CUT OF 14 CARS. PRODUCT WILL NEED TO BE STAGED ON SITE APPROPRIATELY TO ACCOMMODATE PRIOR TO ARRIVAL OF INBOUND CARS. 6. CUSTOMER SHALL NOT MOVE RAILCARS. 7. IF CN WILL ALLOW SPOTTING ONE RAILCAR PARTIALLY ON CURVE, APPROXIMATELY 10 METERS, 15 RAILCARS CAN BE ACCOMMODATED. 8. IF CN WILL ALLOW SPOTTING AN ENTIRE RAILCAR ON THE CURVE THEN A MID-CUT CROSSING OF THE RAILCARS IS POSSIBLE, SUFFICIENT TO SUPPORT A CROSSING BETWEEN CAR 7 AND CAR 8.
ORIGINAL SHEET - ANSI D 22"x 34" (558.8mm x 863.6mm)
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OPERATING PHILOSOPHY 1. CLIENT HAS CAPACITY FOR 16 RAILCARS (83 FOOT LONG CENTRE-BEAM) 286,000 LB. 2. CN ARRIVES UP TO ONCE PER DAY WITH UP TO 16 RAILCARS ON MANIFEST SERVICE FROM THORNTON YARD. 3. CN HAS THE OPTION TO STAGE MANIFEST TRAFFIC IN FRASER SURREY PORT YARD (PARY) FOR DELIVERY TO THE CLIENT. 4. THERE IS SUFFICIENT SPACE TO HOLD 16 RAILCARS IN ONE STRING ON TANGENT TRACK WITHIN THE SITE. 5. CARS WILL BE SPOTTED ON SITE IN ONE CUT OF 16 CARS. PRODUCT WILL NEED TO BE STAGED ON SITE APPROPRIATELY TO ACCOMMODATE PRIOR TO ARRIVAL OF INBOUND CARS. 6. CUSTOMER SHALL NOT MOVE RAILCARS. 7. 16 RAILCARS CAN BE ACCOMMODATED WHILE PROVIDING SEPARATION OF THE SPOTTED RAILCARS INTO TWO CUTS FOR MID-SPOT CROSSING.
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DESIGN STANDARDS 1. DESIGN AND CONSTRUCTION TO MEET CN SPECIFICATIONS FOR INDUSTRIAL TRACKS - REVISED 15 NOVEMBER 2015 2. TYPICAL RAILCAR 83 FOOT (CONNECTED LENGTH) 286,000 LB. GROSS CAPACITY 3. MAXIMUM TRACK GRADE IN LOADING AREA 0.20%. 0.00% TRACK GRADE WHERE PRACTICABLE. 4. MAXIMUM CURVATURE 9 DEGREES (MIN RADIUS 637.2747 FEET 194.2413 M) 5. MAINLINE TURNOUT TO BE NEW NO.12 - 136 LB. (CN SUPPLIED AT CLIENT EXPENSE). IN-PLANT TURNOUTS NO.8 - 115 LB. (NEW OR PW SUPPLIED BY CLIENT) ON TREATED HARDWOOD TIES 6. TRACK TIES MIN NEW 6"X8"X 8'-6" TREATED HARDWOOD WITH END PLATES; RAIL = 115 LB. RE JOINTED RAIL - ONE-SPOT OR BETTER 7. SUB-BALLAST 12" MIN. ON SUBGRADE - BALLAST - MIN. 9" BENEATH TRACK TIE - SUB-GRADE COMPACTION MIN. 95% STANDARD PROCTOR FOR 286 KIP RAILCAR LOADING. 8. DRAINAGE - SUBGRADE MIN. 2.5% CROSS-FALL WITH SITE DRAINAGE MIN. 2% CROSS-FALL AWAY FROM TRACK 9. TRANSPORT CANADA SIGHTLINES TO BE PROVIDED FOR AT VEHICLE AND PEDESTRIAN SITE ACCESS ACROSS TRACK AS MAY BE APPLICABLE. 10. ALL ABOVE GROUND STRUCTURES AND FIXTURES TO BE COMPLIANT WITH CN CLEARANCE ENVELOPE FOR INDUSTRIAL TRACKAGE. AN ADDITIONAL 1" PER DEGREE OF CURVE IS REQUIRED IN ADDITION TO THE LATERAL CLEARANCES IN CONDITIONS WHERE TRACK CURVATURE IS APPLICABLE. 11. CN MAINLINE PROTECTED BY HINGE-DERAIL. 12. PORT PRIVATE CROSSING ACCESS NEAR PROPOSED TURNOUT TO BE RELOCATED EAST OF EXISTING LOCATION.
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TYPICAL STEPS TO CONSTRUCT INDUSTRIAL TRACKAGE IN BRITISH COLUMBIA: 1. CN RAILWAY ENGINEERING DEPARTMENT TO SIGN-OFF ON CONCEPTUAL TRACK DESIGN (HORIZONTAL GEOMETRY) 2. DETAILED DESIGN REQUIRED INCLUDES SURVEY, VERTICAL GEOMETRY, DESIGN SECTIONS AND STANDARD DETAIL SECTIONS STAMPED BY DESIGN ENGINEER. 3. CN RAILWAY SIGN-OFF OF DETAILED DESIGN BY CN ENGINEERING. 4. PORT PERMITS AND ENVIRONMENTAL SIGN-OFF REQUIRED WHERE APPLICABLE. 5. PORT APPROVAL FOR CONSTRUCTION REQUIRED. 6. DEVELOPMENT OF TRAINING, SMS AND OPERATING PROCEDURE REQUIRED 7. DEVELOPMENT OF TRACK INSPECTION PROGRAM. 8. CERTIFIED INSPECTION OF TRACK AS CONSTRUCTED IS SAFE TO OPERATE UPON. 9. RAILWAY INSPECTION TO VALIDATE TRACK IS SAFE TO OPERATE UPON. 10. CN SIDING AGREEMENT REQUIRED (TRACK ID NO. PROVIDED).
ORIGINAL SHEET - ANSI D 22"x 34" (558.8mm x 863.6mm)
ENGINEERING SERVICES
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OPERATING PHILOSOPHY 1. CLIENT HAS CAPACITY 15 RAILCARS (83 FOOT LONG CENTRE-BEAM) 286,000 LB. CAPACITY, PLUS SPACE FOR MID-CROSSING. 2. CN ARRIVES UP TO ONCE PER DAY WITH UP TO 15 RAILCARS ON MANIFEST SERVICE FROM THORNTON YARD. 3. CN HAS THE OPTION TO STAGE MANIFEST TRAFFIC IN FRASER SURREY PORT YARD (PARY) FOR DELIVERY TO THE CLIENT. 4. THERE IS SUFFICIENT SPACE TO HOLD 15 RAILCARS IN ONE STRING ON TANGENT TRACK WITHIN THE SITE WITH ADDITIONAL LENGTH. 5. CARS WILL BE SPOTTED ON SITE AND SEPARATED INTO TWO CUTS, ONE CUT 7 RAILCARS, THE OTHER 8 RAILCARS IN LENGTH TO ALLOW FOR PASSAGE MID-WAY ALONG THE CUT OF CARS TO IMPROVE LOADING OPERATIONS OF THE RAILCARS. 6. CUSTOMER SHALL NOT MOVE RAILCARS. 7. IF CN WILL ALLOW SPOTTING OF ONE RAILCAR INTO THE CURVE, THE MID-WAY PASSAGE BETWEEN CAR 7 AND CAR 8 CAN BE GREATER THAN 24 FEET.
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DESIGN STANDARDS 1. DESIGN AND CONSTRUCTION TO MEET CN SPECIFICATIONS FOR INDUSTRIAL TRACKS - REVISED 15 NOVEMBER 2015 2. TYPICAL RAILCAR 83 FOOT (CONNECTED LENGTH) 286,000 LB. GROSS CAPACITY 3. MAXIMUM TRACK GRADE IN LOADING AREA 0.20%. 0.00% TRACK GRADE WHERE PRACTICABLE. 4. MAXIMUM CURVATURE 9 DEGREES (MIN. RADIUS 637.2747 FEET 194.2413 M) 5. MAINLINE TURNOUT TO BE NEW NO.12 - 136 LB. (CN SUPPLIED AT CLIENT EXPENSE). IN-PLANT TURNOUTS NO.8 - 115 LB. (NEW OR PW SUPPLIED BY CLIENT) ON TREATED HARDWOOD TIES 6. TRACK TIES MIN. NEW 6"X8"X 8'-6" TREATED HARDWOOD WITH END PLATES; RAIL = 115 LB. RE JOINTED RAIL - ONE-SPOT OR BETTER 7. SUB-BALLAST 12" MIN. ON SUBGRADE - BALLAST - MIN. 9" BENEATH TRACK TIE - SUB-GRADE COMPACTION MIN. 95% STANDARD PROCTOR FOR 286 KIP RAILCAR LOADING. 8. DRAINAGE - SUBGRADE MIN. 2.5% CROSS-FALL WITH SITE DRAINAGE MIN. 2% CROSS-FALL AWAY FROM TRACK 9. TRANSPORT CANADA SIGHTLINES TO BE PROVIDED FOR AT VEHICLE AND PEDESTRIAN SITE ACCESS ACROSS TRACK AS MAY BE APPLICABLE. 10. ALL ABOVE GROUND STRUCTURES AND FIXTURES TO BE COMPLIANT WITH CN CLEARANCE ENVELOPE FOR INDUSTRIAL TRACKAGE. AN ADDITIONAL 1" PER DEGREE OF CURVE IS REQUIRED IN ADDITION TO THE LATERAL CLEARANCES IN CONDITIONS WHERE TRACK CURVATURE IS APPLICABLE. 11. CN MAINLINE PROTECTED BY HINGE-DERAIL.
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TYPICAL STEPS TO CONSTRUCT INDUSTRIAL TRACKAGE IN BRITISH COLUMBIA: 1. CN RAILWAY ENGINEERING DEPARTMENT TO SIGN-OFF ON CONCEPTUAL TRACK DESIGN (HORIZONTAL GEOMETRY) 2. DETAILED DESIGN REQUIRED INCLUDES SURVEY, VERTICAL GEOMETRY, DESIGN SECTIONS AND STANDARD DETAIL SECTIONS STAMPED BY DESIGN ENGINEER. 3. CN RAILWAY SIGN-OFF OF DETAILED DESIGN BY CN ENGINEERING. 4. PORT PERMITS AND ENVIRONMENTAL SIGN-OFF REQIURED WHERE APPLICABLE. 5. PORT APPROVAL FOR CONSTRUCTION REQUIRED. 6. DEVELOPMENT OF TRAINING, SMS AND OPERATING PROCEDURE REQUIRED 7. DEVELOPMENT OF TRACK INSPECTION PROGRAM. 8. CERTIFIED INSPECTION OF TRACK AS CONSTRUCTED IS SAFE TO OPERATE UPON. 9. RAILWAY INSPECTION TO VALIDATE TRACK IS SAFE TO OPERATE UPON. 10. CN SIDING AGREEMENT REQUIRED (TRACK ID NO. PROVIDED).