REAL PROPERTY SERVICES SERVICES IMMOBILIERS Région de … · REAL PROPERTY SERVICES Government Services Canada Services gouvernementaux Travaux publics et Western Region OF SERVICES
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Public Works and Canada REAL PROPERTY SERVICES Government Services Canada Services gouvernementaux Travaux publics et Western Region OF SERVICES IMMOBILIERS Région de l'ouest Fisheries & Oceans Canada Real Property Technical Support Division 200 - 401 Burrard Street Vancouver, Canada, V6C 3S4 REAL PROPERTY 40m LONG VEHICLE RAMP TITLE PAGE A.P. A.P. PDM VJA 220103 000 0 220103-000 ISSUED FOR TENDER 40m LONG VEHICLE RAMP DRAWING LIST DRAWING TITLE DRAWING NO. REVISION Public Works and Canada Government Services Canada Services gouvernementaux Travaux publics et 1 3 2 4 5 FISHERIES AND OCEANS CANADA REAL PROPERTY TECHNICAL SUPPORT DIVISION
PWGSC, Architectural and Engineering Resources Manager/
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Description/Description
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Date/Date
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Drawn by/Dessine par
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Approved by/Approuve par
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Designed by/Concept par
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Client/client
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Revision/
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Revision
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Feuille
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La Révision no.
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Ressources Architectural et de Directeur d'Ingénierie, TPSGC
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PWGSC Project Manager/Administrateur de Projets TPSGC
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Project No./No. du projet
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Revision no./
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0
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ISSUED FOR TENDER
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20/03/23
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& ASSOC. LTD.
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CONSULTING ENGINEERS
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VANCOUVER, B.C.
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VILLHOLTH JENSEN
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220103-001
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GENERAL ARRANGEMENT
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220103-002
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ELEVATIONS IN HIGH / LOW POSITION
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220103-010
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RAMP PLAN, SECTIONS AND DETAILS
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220103-011
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RAMP SECTIONS AND DETAILS - SHEET 1 of 2
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220103-012
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220103-013
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220103-014
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220103-015
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220103-016
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220103-017
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RAMP SECTIONS AND DETAILS - SHEET 2 of 2
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RAMP ACCESSORIES - SECTIONS AND DETAILS
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ABUTMENT APRON - PLAN, SECTIONS AND DETAILS
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FLOAT APRON - PLAN, SECTIONS AND DETAILS
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FLOAT AND ABUTMENT APRONS - SECTIONS AND DETAILS
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RAMP GRATING - GENERAL ARRANGEMENT
Public Works and
Canada
REAL PROPERTY SERVICES
Government Services
Canada
Services gouvernementaux
Travaux publics et
Western Region
OF
SERVICES IMMOBILIERS
Région de l'ouest
Fisheries & Oceans Canada
Real Property
Technical Support Division
200 - 401 Burrard Street
Vancouver, Canada, V6C 3S4
REAL PROPERTY
40m LONG VEHICLE RAMP
GENERAL ARRANGEMENT
A.P.
A.P.
PDM
VJA
220103
001 0
220103-001-002
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RAMP HINGE
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SUPPORT
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H.H.W.L.
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EL. +5.60m
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M.W.L.
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EL. +2.90m
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L.L.W.L.
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EL. 0.0m
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ELEV. +7.76m
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APPROXIMATE
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FLOATING CONCRETE DOCK
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CONCRETE DECK REINFORCED UNDER RAMP SUPPORT AS REQUIRED (BY OTHERS)
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1 : 75
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ELEVATION
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[RAMP IN HORIZONTAL]
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RAMP HINGE
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SUPPORT
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FLOATING CONCRETE DOCK
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FLOAT APRON
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GRATING BORDEN R/RL 100-50x100 OR EQUIVALENT (MAIN BARS 178x6.35)
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1 : 75
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PLAN
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ABUTMENT (BY OTHERS)
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ABUTMENT APRON
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VEHICLE RAMP
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VEHICLE RAMP
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FLOAT APRON
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ABUTMENT APRON
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ABUTMENT (BY OTHERS)
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TIE ROD
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RAMP SLIDING PLATE. REFER TO DWG. 013
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RAMP & FLOAT
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PWGSC - A1 - 841X594
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100mm
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90
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80
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70
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60
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50
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40
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10
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0
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Description/Description
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Client/client
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Client/client
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Revision/
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Revision
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Feuille
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La Révision no.
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Ressources Architectural et de Directeur d'Ingénierie, TPSGC
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PWGSC Project Manager/Administrateur de Projets TPSGC
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Project No./No. du projet
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Revision no./
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0
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ISSUED FOR TENDER
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20/03/23
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& ASSOC. LTD.
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CONSULTING ENGINEERS
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VANCOUVER, B.C.
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VILLHOLTH JENSEN
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GENERAL NOTES:
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GENERAL
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DESIGN CRITERIA:
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5.
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4.
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WELD SIZE TO BE 6mm.
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3.
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ALL WELDING TO CONFORM TO CAN CSA STD. W47, W48 & W59. THE MINIMUM
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2.
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ALL BOLTS TO CONFORM TO ASTM A325 UNLESS NOTED OTHERWISE.
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1.
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STRUCTURAL AND MISCELLANEOUS STEEL
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ALL ROLLED SECTIONS & MISCELLANEOUS PLATES TO BE GRADE 300W
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CONFORMING TO CAN CSA STD. G40.20/G40.21 UNLESS NOTED OTHERWISE.
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1. LIVE LOAD ON RAMP:
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a) UNIFORMLY DISTRIBUTED LIVE LOAD
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FOR CORROSION PROTECTION OF STRUCTURAL & MISCELLANEOUS STEEL, SEE SPECIFICATIONS.
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HOLLOW STRUCTURAL SECTIONS TO BE GRADE 350W, CLASS C CONFORMING TO CSA STD. G40.20/G40.21-M UNLESS NOTED OTHERWISE.
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= 5kPa
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b) HIGHWAY LIVE LOADING:
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TRUCK CLASS CL3-625 CONFORMING TO CAN/CSA-S6-14
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GVW = 30,581kg (67,360 lbs)
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50kN
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125kN
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125kN
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175kN
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TRUCK CLASS CL2-625 CONFORMING TO CAN/CSA-S6-14
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GVW = 48,420kg (106,700 lbs)
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50kN
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125kN
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125kN
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MAX AXLE LOADS
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3. WIND: SPECIFIED WIND PRESSURE = 0.50kPa
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LOWER LOW WATER LEVEL (L.L.W.L.)
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MEAN WATER LEVEL (M.W.L.)
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HIGHER HIGH WATER LEVEL (H.H.W.L.)
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2. TIDES:
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HYDROGRAPHIC
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0.0m
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+5.6m
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+2.9m
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DATUM
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PORT HARDY AIRPORT
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SUMMER WIND ROSE
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N
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NE
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E
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SE
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S
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SW
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W
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NW
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30%
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20%
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10%
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40%
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PORT HARDY AIRPORT
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WINTER WIND ROSE
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N
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NE
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E
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SE
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S
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SW
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W
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NW
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30%
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20%
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10%
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40%
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a) SPECIFIED GROUND SNOW LOAD:
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4. SNOW LOAD:
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Ss = 0.9kPa
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a) SPECIFIED ASSOCIATED RAIN LOAD:
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Sr = 0.4kPa
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PGA
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5. SEISMIC
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= 0.320
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PGV
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= 0.543
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Sa (0.2) = 0.70, Sa (0.5) = 0.659, Sa (1.0) = 0.447
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Sa (2.0) = 0.272, Sa (5.0) = 0.091, Sa (10.0) = 0.032
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CGVD 2013
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-2.76m
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+2.84m
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+0.14m
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DATUM
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1. ALL DIMENSIONS ARE IN MILLIMETRES UNLESS NOTES OTHERWISE. ALL DIMENSIONS ARE IN MILLIMETRES UNLESS NOTES OTHERWISE. 2. ALL ELEVATIONS ARE IN METRES AND ARE TO HYDROGRAPHIC DATUM.ALL ELEVATIONS ARE IN METRES AND ARE TO HYDROGRAPHIC DATUM.
Public Works and
Canada
REAL PROPERTY SERVICES
Government Services
Canada
Services gouvernementaux
Travaux publics et
Western Region
OF
SERVICES IMMOBILIERS
Région de l'ouest
Fisheries & Oceans Canada
Real Property
Technical Support Division
200 - 401 Burrard Street
Vancouver, Canada, V6C 3S4
REAL PROPERTY
40m LONG VEHICLE RAMP
ELEVATIONS
IN HIGH / LOW POSITION
A.P.
A.P.
PDM
VJA
220103
002 0
220103-001-002
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RAMP HINGE
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ELEV. +7.76m
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APPROXIMATE
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FLOATING CONCRETE DOCK
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CONCRETE DECK REINFORCED UNDER RAMP SUPPORT AS REQUIRED (BY OTHERS)
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1 : 75
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ELEVATION
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[FLOATING DOCK AT L.L.W.L.]
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VEHICLE RAMP
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RAMP HINGE
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ELEV. +7.76m
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APPROXIMATE
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FLOATING CONCRETE DOCK
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CONCRETE DECK REINFORCED UNDER RAMP SUPPORT AS REQUIRED (BY OTHERS)
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1 : 75
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ELEVATION
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[FLOATING DOCK AT H.H.W.L.]
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VEHICLE RAMP
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H.H.W.L.
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EL. +5.60m
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M.W.L.
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EL. +2.90m
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L.L.W.L.
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EL. 0.0m
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H.H.W.L.
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EL. +5.60m
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M.W.L.
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EL. +2.90m
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L.L.W.L.
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EL. 0.0m
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ABUTMENT (BY OTHERS)
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ABUTMENT (BY OTHERS)
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PWGSC - A1 - 841X594
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100mm
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90
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80
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70
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60
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50
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40
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30
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20
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10
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0
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Sheet/
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PWGSC, Architectural and Engineering Resources Manager/
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Description/Description
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Date/Date
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Drawn by/Dessine par
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Approved by/Approuve par
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Designed by/Concept par
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Client/client
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Revision/
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Revision
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Feuille
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La Révision no.
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Ressources Architectural et de Directeur d'Ingénierie, TPSGC
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PWGSC Project Manager/Administrateur de Projets TPSGC
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Project No./No. du projet
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Revision no./
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0
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ISSUED FOR TENDER
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20/03/23
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& ASSOC. LTD.
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CONSULTING ENGINEERS
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VANCOUVER, B.C.
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VILLHOLTH JENSEN
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NOTES:
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1.REFER TO DRAWING -001 FOR GENERAL NOTES.REFER TO DRAWING -001 FOR GENERAL NOTES.
Public Works and
Canada
REAL PROPERTY SERVICES
Government Services
Canada
Services gouvernementaux
Travaux publics et
Western Region
OF
SERVICES IMMOBILIERS
Région de l'ouest
Fisheries & Oceans Canada
Real Property
Technical Support Division
200 - 401 Burrard Street
Vancouver, Canada, V6C 3S4
REAL PROPERTY
40m LONG VEHICLE RAMP
RAMP PLAN,
SECTIONS AND DETAILS
A.P.
A.P.
PDM
VJA
220103
010 0
220103-010-016
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1 : 75
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PLAN
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1
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2
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3
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4
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5
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6
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7
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8
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9
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10
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11
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12
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19
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23
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RAMP HINGE
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SUPPORT
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RAMP HINGE
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SUPPORT
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900
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900
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38700
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38700
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900
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900
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2000x400 GIRDER
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2000x400 GIRDER
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2000x400 GIRDER
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HSS 48 x4.8RAIL
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HSS 51x51x4.8 POST
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LIFTING LUG (4 REQ'D)
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1 : 75
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ELEVATION
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SEE DETAIL
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-
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A
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SEE DETAIL
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-
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B
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SEE DETAIL
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012
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D
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SEE DETAIL
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-
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C
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SEE DETAIL
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011
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E
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SEE DETAIL
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011
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F
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W310x79 FLOOR BEAM
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SEE DETAIL
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011
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G
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SEE DETAIL
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011
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G
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OPP. HAND
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1
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-
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2
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-
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8
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012
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9
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012
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SEE DETAIL
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012
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P
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TYP. END OF TOP FLANGE
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GIRDER
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GIRDER
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HSS 48 x4.8RAIL
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HSS 51x51x4.8 POST
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PL. 8 BENT CURB PLATE BETWEEN STIFFENERS FB 1 to FB 2323
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GRATING BORDEN TYPE R/R-L, 100-50x100 OR EQUIVALENT [MAIN BARS 178x6.35]
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W310x79 FLOOR BEAM
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FB 2 to FB 22
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SECTION
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1
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-
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1 : 20
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50
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50
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GIRDER
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PL. 16 WEB PLATE
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FB 2 to FB 22
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8
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8
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TYP
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22 HOLES FOR 19 [34"] BOLTS. TYPICAL AT ALL OUTSIDE STIFFENERS
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CP
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W310x79 FLOOR BEAM
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8
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8
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TYP
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6
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TYP
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SECTION
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2
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-
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1 : 10
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[CROSS BRACING AND GUARDRAIL NOT SHOWN FOR CLARITY]
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PL. 40x400
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PL. 40x400
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PL. 8 BENT CURB PLATE BETWEEN STIFFENERS FB 1 to FB 2323
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6
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TYP
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5
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TYP. EDGE OF STIFFENER
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FROM FB 2 to FB 2323
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CROSS BRACE L102x102x13
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DETAIL
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A
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-
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1 : 10
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CROSS BRACE L102x102x13
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20
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20
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20
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20
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PL. 12x400x400
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8
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TYP
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DETAIL
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B
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-
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1 : 10
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6
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TYP
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CROSS BRACE L102x102x13
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BOTTOM FLANGE OF W310X79 FLOOR BEAM
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CP
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PL. 16x200x300
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L102x102x13
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BOTTOM FLANGE OF W310X79 FLOOR BEAM
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2000x400 GIRDER BOTTOM FLANGE
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8
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8
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DETAIL
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C
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-
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1 : 10
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3
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-
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GIRDER
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W310x79 FLOOR BEAM
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CROSS BRACE L102x102x13
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8
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SECTION
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3
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-
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1 : 10
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PL. 10x100x415
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PL. 10x100x415
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PWGSC - A1 - 841X594
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100mm
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90
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Ressources Architectural et de Directeur d'Ingénierie, TPSGC
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PWGSC Project Manager/Administrateur de Projets TPSGC
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Project No./No. du projet
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Revision no./
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0
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ISSUED FOR TENDER
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20/03/23
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& ASSOC. LTD.
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CONSULTING ENGINEERS
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VANCOUVER, B.C.
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VILLHOLTH JENSEN
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NOTES:
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1.REFER TO DRAWING -001 FOR GENERAL NOTES.REFER TO DRAWING -001 FOR GENERAL NOTES.
Public Works and
Canada
REAL PROPERTY SERVICES
Government Services
Canada
Services gouvernementaux
Travaux publics et
Western Region
OF
SERVICES IMMOBILIERS
Région de l'ouest
Fisheries & Oceans Canada
Real Property
Technical Support Division
200 - 401 Burrard Street
Vancouver, Canada, V6C 3S4
REAL PROPERTY
40m LONG VEHICLE RAMP
RAMP SECTIONS AND DETAILS
SHEET 1 of 2
A.P.
A.P.
PDM
VJA
220103
011 0
220103-010-016
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1
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2
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GIRDER
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GIRDER
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RAMP
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2000x400 GIRDER
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2000x400 GIRDER
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W310x79
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W310x79
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W310x79
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W310x79
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W310x79
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L102x102x13
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L102x102x13
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HSS102x102x9.5
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HSS102x102x9.5
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23
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22
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OPP. HAND
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OPP. HAND
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(13) SPACES @ 290 = 3770
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(13) SPACES @ 290 = 3770
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DETAIL
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G
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010
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1 : 25
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4
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-
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SEE DETAIL
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010
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C
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6
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-
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5
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-
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SIMILAR
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WEB PL. 16
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WEB PL. 20
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SUPPORT
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WEB SPLICE
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FLANGE SLOTTED FOR PL. 20 WEB
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8
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8
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TYP
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DRILL AND REAM FOR 80 HINGE PIN
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PL. 16x250 OD (EACH SIDE OF WEB)
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PL. 16 (E.S.) STIFFENER
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8
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TYP
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8
AutoCAD SHX Text
8
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TYP
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8
AutoCAD SHX Text
8
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TYP
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HSS 48 x4.8RAIL
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HSS 51x51x4.8 POST
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HSS 48 x4.8POST @ END
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RAMP HINGE
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1500cc
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1500cc
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HSS 48 x4.8RAIL
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HSS 51x51x4.8 POST
AutoCAD SHX Text
HSS 48 x4.8POST @ END
AutoCAD SHX Text
WEB PL. 20
AutoCAD SHX Text
WEB PL. 16
AutoCAD SHX Text
DRILL AND REAM FOR 80 HINGE PIN
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PL. 12x300 OD (EACH SIDE OF WEB)
AutoCAD SHX Text
8
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TYP
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WEB SPLICE
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PL. 10 (E.S.) STIFFENER
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PL. 16 STIFFENER (E.S.)
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8
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8
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TYP
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8
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8
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TYP
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DETAIL
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E
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010
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1 : 10
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DETAIL
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F
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010
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1 : 10
AutoCAD SHX Text
8
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8
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TYP
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PL. 10 (E.S.) STIFFENER
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PL. 10 (E.S.) STIFFENER
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8
AutoCAD SHX Text
8
AutoCAD SHX Text
TYP
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1
AutoCAD SHX Text
2
AutoCAD SHX Text
23
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22
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PL. 10x120x230 STIFFENER
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8
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8
AutoCAD SHX Text
TYP
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PL. 10x200x235
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HSS102x102x9.5
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W310x79
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8
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8
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TYP
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SECTION
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4
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-
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1 : 10
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PL. 10x120x230 STIFFENER
AutoCAD SHX Text
7
AutoCAD SHX Text
-
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CP
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CP
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1
AutoCAD SHX Text
23
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HSS102x102x9.5
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W310x79
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SECTION
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5
AutoCAD SHX Text
-
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1 : 5
AutoCAD SHX Text
8
AutoCAD SHX Text
8
AutoCAD SHX Text
TYP
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CP
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PL. 10x200x235
AutoCAD SHX Text
8
AutoCAD SHX Text
8
AutoCAD SHX Text
TYP
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HINGE PLATE SLOTTED FOR W310x79 FLANGE
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PL. 16x150 OD (TYP. EACH SIDE)
AutoCAD SHX Text
DRILL & REAM FOR 50 APRON PIN
AutoCAD SHX Text
8
AutoCAD SHX Text
8
AutoCAD SHX Text
TYP
AutoCAD SHX Text
8
AutoCAD SHX Text
8
AutoCAD SHX Text
TYP
AutoCAD SHX Text
PL. 20 APRON HINGE PLATE. SEE DWG. -012
AutoCAD SHX Text
HSS102x102x9.5
AutoCAD SHX Text
PL. 10x200x235
AutoCAD SHX Text
SECTION
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7
AutoCAD SHX Text
-
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1 : 10
AutoCAD SHX Text
HSS102x102x9.5
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8
AutoCAD SHX Text
8
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TYP
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8
AutoCAD SHX Text
8
AutoCAD SHX Text
TYP
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PL. 6 END PLATE
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6
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TYP
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1
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23
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SECTION
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6
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-
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1 : 5
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PL. 10x178, 3950Lg
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PL. 10x120, 3950Lg
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CP
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CP
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8
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8
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TYP
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W310x79
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PWGSC - A1 - 841X594
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100mm
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90
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80
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70
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60
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50
AutoCAD SHX Text
40
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30
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20
AutoCAD SHX Text
10
AutoCAD SHX Text
0
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Sheet/
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PWGSC, Architectural and Engineering Resources Manager/
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Description/Description
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Date/Date
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Drawn by/Dessine par
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Approved by/Approuve par
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Designed by/Concept par
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Drawing title/Titre du dessin
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Client/client
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Project title/Titre du projet
AutoCAD SHX Text
Client/client
AutoCAD SHX Text
Revision/
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Revision
AutoCAD SHX Text
Feuille
AutoCAD SHX Text
La Révision no.
AutoCAD SHX Text
Ressources Architectural et de Directeur d'Ingénierie, TPSGC
AutoCAD SHX Text
PWGSC Project Manager/Administrateur de Projets TPSGC
AutoCAD SHX Text
Project No./No. du projet
AutoCAD SHX Text
Revision no./
AutoCAD SHX Text
0
AutoCAD SHX Text
ISSUED FOR TENDER
AutoCAD SHX Text
20/03/23
AutoCAD SHX Text
& ASSOC. LTD.
AutoCAD SHX Text
CONSULTING ENGINEERS
AutoCAD SHX Text
VANCOUVER, B.C.
AutoCAD SHX Text
VILLHOLTH JENSEN
AutoCAD SHX Text
NOTES:
AutoCAD SHX Text
1.REFER TO DRAWING -001 FOR GENERAL NOTES.REFER TO DRAWING -001 FOR GENERAL NOTES.
Public Works and
Canada
REAL PROPERTY SERVICES
Government Services
Canada
Services gouvernementaux
Travaux publics et
Western Region
OF
SERVICES IMMOBILIERS
Région de l'ouest
Fisheries & Oceans Canada
Real Property
Technical Support Division
200 - 401 Burrard Street
Vancouver, Canada, V6C 3S4
REAL PROPERTY
40m LONG VEHICLE RAMP
RAMP SECTIONS AND DETAILS
SHEET 2 of 2
A.P.
A.P.
PDM
VJA
220103
012 0
220103-010-016
AutoCAD SHX Text
SECTION
AutoCAD SHX Text
8
AutoCAD SHX Text
010
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1 : 20
AutoCAD SHX Text
RAMP HINGE
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STIFFENER PLATES
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8
AutoCAD SHX Text
TOP & BTM FLANGE TYP.
AutoCAD SHX Text
5
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TYP. EDGE OF STIFFENER
AutoCAD SHX Text
PL. 8 BENT CURB PLATE
AutoCAD SHX Text
SIDE PLATE SLOTTED FOR FLOOR BEAM
AutoCAD SHX Text
10
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-
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SUPPORT
AutoCAD SHX Text
STIFFENER PLATES
AutoCAD SHX Text
PL. 8 BENT CURB PLATE
AutoCAD SHX Text
SIDE PLATE SLOTTED FOR FLOOR BEAM
AutoCAD SHX Text
5
AutoCAD SHX Text
TYP. EDGE OF STIFFENER
AutoCAD SHX Text
8
AutoCAD SHX Text
TOP & BTM FLANGE TYP.
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SECTION
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9
AutoCAD SHX Text
010
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1 : 20
AutoCAD SHX Text
11
AutoCAD SHX Text
-
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SECTION
AutoCAD SHX Text
10
AutoCAD SHX Text
-
AutoCAD SHX Text
1 : 10
AutoCAD SHX Text
PL. 8x850x1770 SIDE PLATE
AutoCAD SHX Text
8
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TYP
AutoCAD SHX Text
8
AutoCAD SHX Text
TYP
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GIRDER
AutoCAD SHX Text
GIRDER
AutoCAD SHX Text
PL. 8x925x1160 SIDE PLATE
AutoCAD SHX Text
8
AutoCAD SHX Text
TYP
AutoCAD SHX Text
8
AutoCAD SHX Text
TYP
AutoCAD SHX Text
SECTION
AutoCAD SHX Text
11
AutoCAD SHX Text
-
AutoCAD SHX Text
1 : 10
AutoCAD SHX Text
CP, FLOOR BEAM TO GIRDER FLANGE
AutoCAD SHX Text
PL. 20
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PL. 16x150 OD (TYP. EACH SIDE)
AutoCAD SHX Text
6mm U-SHAPED GREASE GROOVE
AutoCAD SHX Text
6mm GREASE NIPPLE, RECESSED IN HINGE PLATE
AutoCAD SHX Text
DRILL & REAM FOR 50 APRONPIN [PUSH FIT]
AutoCAD SHX Text
8
AutoCAD SHX Text
TYP
AutoCAD SHX Text
8
AutoCAD SHX Text
15 CHAMFER
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1 : 5
AutoCAD SHX Text
APRON HINGE PLATE
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FOUR (4) REQ'D
AutoCAD SHX Text
1
AutoCAD SHX Text
2.5
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1 : 1
AutoCAD SHX Text
GIRDER WEB SPLICE
AutoCAD SHX Text
WEB
AutoCAD SHX Text
TYP
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DETAIL
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D
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010
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1 : 10
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10600
AutoCAD SHX Text
10600
AutoCAD SHX Text
67 HOLE
AutoCAD SHX Text
CP
AutoCAD SHX Text
PL. 32
AutoCAD SHX Text
[TYPICAL LIFTING LUG - 4 REQ'D]
AutoCAD SHX Text
ELEVATION
AutoCAD SHX Text
PLAN
AutoCAD SHX Text
LINE PULL
AutoCAD SHX Text
DETAIL
AutoCAD SHX Text
P
AutoCAD SHX Text
010
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1 : 10
AutoCAD SHX Text
[TYPICAL END TOP FLANGE OF GIRDER]
AutoCAD SHX Text
PWGSC - A1 - 841X594
AutoCAD SHX Text
100mm
AutoCAD SHX Text
90
AutoCAD SHX Text
80
AutoCAD SHX Text
70
AutoCAD SHX Text
60
AutoCAD SHX Text
50
AutoCAD SHX Text
40
AutoCAD SHX Text
30
AutoCAD SHX Text
20
AutoCAD SHX Text
10
AutoCAD SHX Text
0
AutoCAD SHX Text
Sheet/
AutoCAD SHX Text
PWGSC, Architectural and Engineering Resources Manager/
AutoCAD SHX Text
Description/Description
AutoCAD SHX Text
Date/Date
AutoCAD SHX Text
Drawn by/Dessine par
AutoCAD SHX Text
Approved by/Approuve par
AutoCAD SHX Text
Designed by/Concept par
AutoCAD SHX Text
Drawing title/Titre du dessin
AutoCAD SHX Text
Client/client
AutoCAD SHX Text
Project title/Titre du projet
AutoCAD SHX Text
Client/client
AutoCAD SHX Text
Revision/
AutoCAD SHX Text
Revision
AutoCAD SHX Text
Feuille
AutoCAD SHX Text
La Révision no.
AutoCAD SHX Text
Ressources Architectural et de Directeur d'Ingénierie, TPSGC
AutoCAD SHX Text
PWGSC Project Manager/Administrateur de Projets TPSGC
AutoCAD SHX Text
Project No./No. du projet
AutoCAD SHX Text
Revision no./
AutoCAD SHX Text
0
AutoCAD SHX Text
ISSUED FOR TENDER
AutoCAD SHX Text
20/03/23
AutoCAD SHX Text
& ASSOC. LTD.
AutoCAD SHX Text
CONSULTING ENGINEERS
AutoCAD SHX Text
VANCOUVER, B.C.
AutoCAD SHX Text
VILLHOLTH JENSEN
AutoCAD SHX Text
NOTES:
AutoCAD SHX Text
1.REFER TO DRAWING -001 FOR GENERAL NOTES.REFER TO DRAWING -001 FOR GENERAL NOTES.
Public Works and
Canada
REAL PROPERTY SERVICES
Government Services
Canada
Services gouvernementaux
Travaux publics et
Western Region
OF
SERVICES IMMOBILIERS
Région de l'ouest
Fisheries & Oceans Canada
Real Property
Technical Support Division
200 - 401 Burrard Street
Vancouver, Canada, V6C 3S4
REAL PROPERTY
40m LONG VEHICLE RAMP
RAMP ACCESSORIES
SECTIONS AND DETAILS
A.P.
A.P.
PDM
VJA
220103
013 0
220103-010-016
AutoCAD SHX Text
PLAN
AutoCAD SHX Text
1 : 8
AutoCAD SHX Text
RAMP HINGE SEAT
AutoCAD SHX Text
TWO (2) REQ'D
AutoCAD SHX Text
(2) 38 GROUT HOLES
AutoCAD SHX Text
(2) 38 x 50SLOTTED HOLES
AutoCAD SHX Text
12
AutoCAD SHX Text
12
AutoCAD SHX Text
TYP
AutoCAD SHX Text
PL. 32x475x650 HINGE PLATE
AutoCAD SHX Text
CP
AutoCAD SHX Text
CP
AutoCAD SHX Text
PL. 25x475x600 BACK PLATE
AutoCAD SHX Text
(2) 38 x 50SLOTTED HOLES
AutoCAD SHX Text
SECTION
AutoCAD SHX Text
SIDE VIEW
AutoCAD SHX Text
HINGE
AutoCAD SHX Text
CP
AutoCAD SHX Text
HINGE
AutoCAD SHX Text
SLOTTED HOLE DRILLED AND REAMED FOR 80 DIA. HOLE
AutoCAD SHX Text
PLAN
AutoCAD SHX Text
PL. 20x400x700 BENT BASE PLATE
AutoCAD SHX Text
(6) 16 [58"] MOUNTING BOLTS FOR 'UHMWPE' WEAR PLATE
PWGSC, Architectural and Engineering Resources Manager/
AutoCAD SHX Text
Description/Description
AutoCAD SHX Text
Date/Date
AutoCAD SHX Text
Drawn by/Dessine par
AutoCAD SHX Text
Approved by/Approuve par
AutoCAD SHX Text
Designed by/Concept par
AutoCAD SHX Text
Drawing title/Titre du dessin
AutoCAD SHX Text
Client/client
AutoCAD SHX Text
Project title/Titre du projet
AutoCAD SHX Text
Client/client
AutoCAD SHX Text
Revision/
AutoCAD SHX Text
Revision
AutoCAD SHX Text
Feuille
AutoCAD SHX Text
La Révision no.
AutoCAD SHX Text
Ressources Architectural et de Directeur d'Ingénierie, TPSGC
AutoCAD SHX Text
PWGSC Project Manager/Administrateur de Projets TPSGC
AutoCAD SHX Text
Project No./No. du projet
AutoCAD SHX Text
Revision no./
AutoCAD SHX Text
0
AutoCAD SHX Text
ISSUED FOR TENDER
AutoCAD SHX Text
20/03/23
AutoCAD SHX Text
& ASSOC. LTD.
AutoCAD SHX Text
CONSULTING ENGINEERS
AutoCAD SHX Text
VANCOUVER, B.C.
AutoCAD SHX Text
VILLHOLTH JENSEN
AutoCAD SHX Text
NOTES:
AutoCAD SHX Text
1.REFER TO DRAWING -001 FOR GENERAL NOTES.REFER TO DRAWING -001 FOR GENERAL NOTES.
Public Works and
Canada
REAL PROPERTY SERVICES
Government Services
Canada
Services gouvernementaux
Travaux publics et
Western Region
OF
SERVICES IMMOBILIERS
Région de l'ouest
Fisheries & Oceans Canada
Real Property
Technical Support Division
200 - 401 Burrard Street
Vancouver, Canada, V6C 3S4
REAL PROPERTY
40m LONG VEHICLE RAMP
RAMP GRATING
GENERAL ARRANGEMENT
A.P.
A.P.
PDM
VJA
220103
017 0
220103-017
·
·
·
·
AutoCAD SHX Text
GRATING PLAN
AutoCAD SHX Text
1
AutoCAD SHX Text
23
AutoCAD SHX Text
32994
AutoCAD SHX Text
32994
AutoCAD SHX Text
RAMP HINGE
AutoCAD SHX Text
SUPPORT
AutoCAD SHX Text
2000x400 GIRDER
AutoCAD SHX Text
2000x400 GIRDER
AutoCAD SHX Text
W310x79 FLOOR BEAM
AutoCAD SHX Text
1 : 75
AutoCAD SHX Text
3932
AutoCAD SHX Text
3932
AutoCAD SHX Text
32994
AutoCAD SHX Text
32994
AutoCAD SHX Text
3932
AutoCAD SHX Text
3932
AutoCAD SHX Text
75
AutoCAD SHX Text
75
AutoCAD SHX Text
1
AutoCAD SHX Text
-
AutoCAD SHX Text
2
AutoCAD SHX Text
-
AutoCAD SHX Text
1 : 20
AutoCAD SHX Text
PLAN OF ROADWAY GRATING PANEL
AutoCAD SHX Text
ELEVATION
AutoCAD SHX Text
1
AutoCAD SHX Text
-
AutoCAD SHX Text
1 : 20
AutoCAD SHX Text
22 END SPLICE HOLES @300 BETWEEN GRATING PANELS AND AT END
AutoCAD SHX Text
PL. 6x127 (TYP) END BOND PLATE
AutoCAD SHX Text
PL. 10x172 c/w 22 HOLEAT CENTRE
AutoCAD SHX Text
SECTION
AutoCAD SHX Text
2
AutoCAD SHX Text
-
AutoCAD SHX Text
1 : 5
AutoCAD SHX Text
PWGSC - A1 - 841X594
AutoCAD SHX Text
100mm
AutoCAD SHX Text
90
AutoCAD SHX Text
80
AutoCAD SHX Text
70
AutoCAD SHX Text
60
AutoCAD SHX Text
50
AutoCAD SHX Text
40
AutoCAD SHX Text
30
AutoCAD SHX Text
20
AutoCAD SHX Text
10
AutoCAD SHX Text
0
AutoCAD SHX Text
Sheet/
AutoCAD SHX Text
PWGSC, Architectural and Engineering Resources Manager/
AutoCAD SHX Text
Description/Description
AutoCAD SHX Text
Date/Date
AutoCAD SHX Text
Drawn by/Dessine par
AutoCAD SHX Text
Approved by/Approuve par
AutoCAD SHX Text
Designed by/Concept par
AutoCAD SHX Text
Drawing title/Titre du dessin
AutoCAD SHX Text
Client/client
AutoCAD SHX Text
Project title/Titre du projet
AutoCAD SHX Text
Client/client
AutoCAD SHX Text
Revision/
AutoCAD SHX Text
Revision
AutoCAD SHX Text
Feuille
AutoCAD SHX Text
La Révision no.
AutoCAD SHX Text
Ressources Architectural et de Directeur d'Ingénierie, TPSGC
AutoCAD SHX Text
PWGSC Project Manager/Administrateur de Projets TPSGC
AutoCAD SHX Text
Project No./No. du projet
AutoCAD SHX Text
Revision no./
AutoCAD SHX Text
0
AutoCAD SHX Text
ISSUED FOR TENDER
AutoCAD SHX Text
20/03/23
AutoCAD SHX Text
& ASSOC. LTD.
AutoCAD SHX Text
CONSULTING ENGINEERS
AutoCAD SHX Text
VANCOUVER, B.C.
AutoCAD SHX Text
VILLHOLTH JENSEN
AutoCAD SHX Text
NOTES:
AutoCAD SHX Text
1.REFER TO DRAWING -001 FOR GENERAL NOTES.REFER TO DRAWING -001 FOR GENERAL NOTES.
AutoCAD SHX Text
ROADWAY GRATING HARDWARE
AutoCAD SHX Text
GRATING DESCRIPTION
AutoCAD SHX Text
ROADWAY GRATING: BORDEN R/RL 100-50 x 100 (OR EQUIVALENT) SERRATED, GALVANIZED, 178 X 6.35 MAIN BARS. STEEL 350W CONFORMING TO CSA G.40.21
AutoCAD SHX Text
BOLTS TO BE SUPPLIED WITH GRATING. END BOLTS: 19 DIA BOLTS c/w NUTS & WASHERS. SIDE BOLTS: 19 DIA BOLTS c/w NUTS & WASHERS. HOLD DOWN BOLTS: 19 DIA BOLTS c/w NUTS & WASHERS. (FLOOR BEAMS; W310x79; 14.6mm FLANGE)