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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


DRAWING LIST

DRAWING TITLEDRAWING NO.

REVISION

Public Works and

Canada

Government Services

Canada


Travaux publics et

1 32 4 5

FISHERIES AND OCEANS CANADA

REAL PROPERTY

TECHNICAL SUPPORT DIVISION

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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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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

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Client/client

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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


Government Services

Canada


Travaux publics et

Western Region

OF


Région de l'ouest


Real Property




REAL PROPERTY


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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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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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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Date/Date

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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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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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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


Government Services

Canada


Travaux publics et

Western Region

OF


Région de l'ouest


Real Property




REAL PROPERTY


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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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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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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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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Date/Date

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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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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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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


Government Services

Canada


Travaux publics et

Western Region

OF


Région de l'ouest


Real Property




REAL PROPERTY


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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13

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14

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15

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16

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17

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18

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19

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20

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21

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22

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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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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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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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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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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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Date/Date

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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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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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VANCOUVER, B.C.

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VILLHOLTH JENSEN

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NOTES:

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Public Works and

Canada


Government Services

Canada


Travaux publics et

Western Region

OF


Région de l'ouest


Real Property




REAL PROPERTY


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

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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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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

AutoCAD SHX Text

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

AutoCAD SHX Text

PL. 12x300 OD (EACH SIDE OF WEB)

AutoCAD SHX Text

8

AutoCAD SHX Text

TYP

AutoCAD SHX Text

WEB SPLICE

AutoCAD SHX Text


AutoCAD SHX Text

PL. 16 STIFFENER (E.S.)

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

DETAIL

AutoCAD SHX Text

E

AutoCAD SHX Text

010

AutoCAD SHX Text

1 : 10

AutoCAD SHX Text

DETAIL

AutoCAD SHX Text

F

AutoCAD SHX Text

010

AutoCAD SHX Text

1 : 10

AutoCAD SHX Text

8

AutoCAD SHX Text

8

AutoCAD SHX Text

TYP

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

8

AutoCAD SHX Text

8

AutoCAD SHX Text

TYP

AutoCAD SHX Text

1

AutoCAD SHX Text

2

AutoCAD SHX Text

23

AutoCAD SHX Text

22

AutoCAD SHX Text

PL. 10x120x230 STIFFENER

AutoCAD SHX Text

8

AutoCAD SHX Text

8

AutoCAD SHX Text

TYP

AutoCAD SHX Text

PL. 10x200x235

AutoCAD SHX Text

HSS102x102x9.5

AutoCAD SHX Text

W310x79

AutoCAD SHX Text

8

AutoCAD SHX Text

8

AutoCAD SHX Text

TYP

AutoCAD SHX Text

SECTION

AutoCAD SHX Text

4

AutoCAD SHX Text

-

AutoCAD SHX Text

1 : 10

AutoCAD SHX Text

PL. 10x120x230 STIFFENER

AutoCAD SHX Text

7

AutoCAD SHX Text

-

AutoCAD SHX Text

CP

AutoCAD SHX Text

CP

AutoCAD SHX Text

1

AutoCAD SHX Text

23

AutoCAD SHX Text

HSS102x102x9.5

AutoCAD SHX Text

W310x79

AutoCAD SHX Text

SECTION

AutoCAD SHX Text

5

AutoCAD SHX Text

-

AutoCAD SHX Text

1 : 5

AutoCAD SHX Text

8

AutoCAD SHX Text

8

AutoCAD SHX Text

TYP

AutoCAD SHX Text

CP

AutoCAD SHX Text

PL. 10x200x235

AutoCAD SHX Text

8

AutoCAD SHX Text

8

AutoCAD SHX Text

TYP

AutoCAD SHX Text

HINGE PLATE SLOTTED FOR W310x79 FLANGE

AutoCAD SHX Text

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

AutoCAD SHX Text

7

AutoCAD SHX Text

-

AutoCAD SHX Text

1 : 10

AutoCAD SHX Text

HSS102x102x9.5

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. 6 END PLATE

AutoCAD SHX Text

6

AutoCAD SHX Text

TYP

AutoCAD SHX Text

1

AutoCAD SHX Text

23

AutoCAD SHX Text

SECTION

AutoCAD SHX Text

6

AutoCAD SHX Text

-

AutoCAD SHX Text

1 : 5

AutoCAD SHX Text

PL. 10x178, 3950Lg

AutoCAD SHX Text

PL. 10x120, 3950Lg

AutoCAD SHX Text

CP

AutoCAD SHX Text

CP

AutoCAD SHX Text

8

AutoCAD SHX Text

8

AutoCAD SHX Text

TYP

AutoCAD SHX Text

W310x79

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


AutoCAD SHX Text


AutoCAD SHX Text

Date/Date

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

Client/client

AutoCAD SHX Text


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


AutoCAD SHX Text


AutoCAD SHX Text


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


AutoCAD SHX Text

VANCOUVER, B.C.

AutoCAD SHX Text

VILLHOLTH JENSEN

AutoCAD SHX Text

NOTES:

AutoCAD SHX Text


Public Works and

Canada


Government Services

Canada


Travaux publics et

Western Region

OF


Région de l'ouest


Real Property




REAL PROPERTY


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

AutoCAD SHX Text

1 : 20

AutoCAD SHX Text

RAMP HINGE

AutoCAD SHX Text

STIFFENER PLATES

AutoCAD SHX Text

8

AutoCAD SHX Text

TOP & BTM FLANGE TYP.

AutoCAD SHX Text

5

AutoCAD SHX Text


AutoCAD SHX Text

PL. 8 BENT CURB PLATE

AutoCAD SHX Text

SIDE PLATE SLOTTED FOR FLOOR BEAM

AutoCAD SHX Text

10

AutoCAD SHX Text

-

AutoCAD SHX Text

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


AutoCAD SHX Text

8

AutoCAD SHX Text

TOP & BTM FLANGE TYP.

AutoCAD SHX Text

SECTION

AutoCAD SHX Text

9

AutoCAD SHX Text

010

AutoCAD SHX Text

1 : 20

AutoCAD SHX Text

11

AutoCAD SHX Text

-

AutoCAD SHX Text

SECTION

AutoCAD SHX Text

10

AutoCAD SHX Text

-

AutoCAD SHX Text

1 : 10

AutoCAD SHX Text

PL. 8x850x1770 SIDE PLATE

AutoCAD SHX Text

8

AutoCAD SHX Text

TYP

AutoCAD SHX Text

8

AutoCAD SHX Text

TYP

AutoCAD SHX Text

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

AutoCAD SHX Text


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

AutoCAD SHX Text

1 : 5

AutoCAD SHX Text

APRON HINGE PLATE

AutoCAD SHX Text

FOUR (4) REQ'D

AutoCAD SHX Text

1

AutoCAD SHX Text

2.5

AutoCAD SHX Text

1 : 1

AutoCAD SHX Text

GIRDER WEB SPLICE

AutoCAD SHX Text

WEB

AutoCAD SHX Text

TYP

AutoCAD SHX Text

DETAIL

AutoCAD SHX Text

D

AutoCAD SHX Text

010

AutoCAD SHX Text

1 : 10

AutoCAD SHX Text

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

AutoCAD SHX Text

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


AutoCAD SHX Text


AutoCAD SHX Text

Date/Date

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

Client/client

AutoCAD SHX Text


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


AutoCAD SHX Text


AutoCAD SHX Text


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


AutoCAD SHX Text

VANCOUVER, B.C.

AutoCAD SHX Text

VILLHOLTH JENSEN

AutoCAD SHX Text

NOTES:

AutoCAD SHX Text


Public Works and

Canada


Government Services

Canada


Travaux publics et

Western Region

OF


Région de l'ouest


Real Property




REAL PROPERTY


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

AutoCAD SHX Text

1 : 8

AutoCAD SHX Text

RAMP SUPPORT SHOE

AutoCAD SHX Text

TWO (2) REQ'D

AutoCAD SHX Text

SECTION

AutoCAD SHX Text

8

AutoCAD SHX Text

8

AutoCAD SHX Text

TYP

AutoCAD SHX Text

SIDE VIEW

AutoCAD SHX Text

DRILLED AND REAM FOR 80 DIA. PIN

AutoCAD SHX Text

CP

AutoCAD SHX Text

'UHMWPE' 25x350x500 WEAR PLATE c/w (6) 16 [58"] MOUNTING BOLTS [BOLTS COUNTERSUNK]

AutoCAD SHX Text

~

AutoCAD SHX Text

1

AutoCAD SHX Text

2

AutoCAD SHX Text

1 : 2

AutoCAD SHX Text

80 DIA. RAMP PIN DETAIL

AutoCAD SHX Text

FOUR (4) REQ'D

AutoCAD SHX Text

80 DIA. PIN

AutoCAD SHX Text

PL. 16x150 OD WASHER

AutoCAD SHX Text

6mm GREASE NIPPLE

AutoCAD SHX Text

6mm U-SHAPED GREASE GROOVE [THREE LOCATIONS]

AutoCAD SHX Text

8

AutoCAD SHX Text

6

AutoCAD SHX Text

TAPER

AutoCAD SHX Text

50 DIA. (2" UNC THREAD). DRILL 8 HOLE FOR 6 [ " ] COTTER PIN. LOCATE 14" ] COTTER PIN. LOCATETO SUIT CASTLE NUT SLOTS

AutoCAD SHX Text

PL. 16x150 OD RAMP PIN WASHER. SEE DETAIL

AutoCAD SHX Text

CASTLE NUT

AutoCAD SHX Text

82

AutoCAD SHX Text

82

AutoCAD SHX Text

1

AutoCAD SHX Text

2

AutoCAD SHX Text

1 : 1

AutoCAD SHX Text

RAMP PIN WASHER

AutoCAD SHX Text

NOTE: EACH SLIDING PLATE SUPPLIED WITH (8) 19 [34"] THREADED ANCHOR RODS, 175Lg. w/ WASHER & HEX NUT

AutoCAD SHX Text

1

AutoCAD SHX Text

2

AutoCAD SHX Text

1 : 10

AutoCAD SHX Text

RAMP SLIDING PLATE - PLAN

AutoCAD SHX Text

[LEFT SIDE SLIDING PLATE SHOWN RIGHT SIDE OPPOSITE HAND]

AutoCAD SHX Text

6

AutoCAD SHX Text

TYP

AutoCAD SHX Text

HSS102x51x9.5 1800Lg.

AutoCAD SHX Text

RAMP

AutoCAD SHX Text

GIRDER & SUPPORT

AutoCAD SHX Text

(8) 28 HOLESFOR 19 [34"] ANCHOR RODS

AutoCAD SHX Text

PL. 6 END PLATE (TYPICAL)

AutoCAD SHX Text

BEVELLED EDGE

AutoCAD SHX Text

12

AutoCAD SHX Text

-

AutoCAD SHX Text

SECTION

AutoCAD SHX Text

12

AutoCAD SHX Text

-

AutoCAD SHX Text

1 : 5

AutoCAD SHX Text

6

AutoCAD SHX Text

TYP

AutoCAD SHX Text

HSS102x51x9.5 1800Lg.

AutoCAD SHX Text

PL. 16x1100x2200 SLIDING PLATE w/ BEVEL AT ONE END

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


AutoCAD SHX Text


AutoCAD SHX Text

Date/Date

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

Client/client

AutoCAD SHX Text


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


AutoCAD SHX Text


AutoCAD SHX Text


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


AutoCAD SHX Text

VANCOUVER, B.C.

AutoCAD SHX Text

VILLHOLTH JENSEN

AutoCAD SHX Text

NOTES:

AutoCAD SHX Text


Public Works and

Canada


Government Services

Canada


Travaux publics et

Western Region

OF


Région de l'ouest


Real Property




REAL PROPERTY


ABUTMENT APRON

PLAN, SECTIONS AND ETAILS

A.P.

A.P.

PDM

VJA

220103

014 0

220103-010-016

AutoCAD SHX Text

RAMP HINGE

AutoCAD SHX Text

ABUTMENT APRON HINGE

AutoCAD SHX Text

FINGER HINGE

AutoCAD SHX Text


AutoCAD SHX Text

FINGER HINGE

AutoCAD SHX Text

SEE DETAIL

AutoCAD SHX Text

-

AutoCAD SHX Text

H

AutoCAD SHX Text

SEE DETAIL

AutoCAD SHX Text

016

AutoCAD SHX Text

J

AutoCAD SHX Text

SECTION

AutoCAD SHX Text

13

AutoCAD SHX Text

-

AutoCAD SHX Text

1 : 20

AutoCAD SHX Text

GIRDER

AutoCAD SHX Text

GIRDER

AutoCAD SHX Text

RAMP

AutoCAD SHX Text

13

AutoCAD SHX Text

-

AutoCAD SHX Text

14

AutoCAD SHX Text

-

AutoCAD SHX Text

15

AutoCAD SHX Text

-

AutoCAD SHX Text

16

AutoCAD SHX Text

016

AutoCAD SHX Text

1 : 20

AutoCAD SHX Text

ABUTMENT APRON PLAN

AutoCAD SHX Text

10

AutoCAD SHX Text

10

AutoCAD SHX Text

FINGER APRON (TYP. 6 REQ'D)

AutoCAD SHX Text

SEE DETAIL

AutoCAD SHX Text

016

AutoCAD SHX Text

M

AutoCAD SHX Text

MIRRORED

AutoCAD SHX Text

FINGER HINGE

AutoCAD SHX Text

4

AutoCAD SHX Text

4

AutoCAD SHX Text

4

AutoCAD SHX Text

4

AutoCAD SHX Text

PL. 20

AutoCAD SHX Text

BOTH ENDS

AutoCAD SHX Text

LIFTING HOLE

AutoCAD SHX Text

TYP. 3 PLACES

AutoCAD SHX Text

CUT OFF HORIZONTAL LEG OF ANGLE UNDER ROTATING SEGMENT OF HINGE TUBING WELDED TO FINGER APRON (TYP. 3 PLACES)

AutoCAD SHX Text

SEAMLESS MECHANICAL PIPE, 50.8 OD x 31.8 ID

AutoCAD SHX Text

HINGE PIN, 620Lg 30.2 DIA STEEL ROD.

AutoCAD SHX Text

1 : 5

AutoCAD SHX Text

FINGER APRON DETAIL

AutoCAD SHX Text

SIX (6) REQ'D

AutoCAD SHX Text

TYP. 2 PLACES

AutoCAD SHX Text

L51x51x10, 645Lg.

AutoCAD SHX Text

DETAIL

AutoCAD SHX Text

H

AutoCAD SHX Text

-

AutoCAD SHX Text

1 : 5

AutoCAD SHX Text

FINGER HINGE

AutoCAD SHX Text

TYP

AutoCAD SHX Text

TYP

AutoCAD SHX Text

PL. 12 DECK PLATE

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

L51x51x10, 645Lg.

AutoCAD SHX Text

PL. 12x120x3920

AutoCAD SHX Text

PL. 20

AutoCAD SHX Text

CP

AutoCAD SHX Text

TYP

AutoCAD SHX Text

FB 20x50x260 (UNDER EACH U-SECTION)

AutoCAD SHX Text

PL. 12x60

AutoCAD SHX Text

PL. 12x70

AutoCAD SHX Text

TYP

AutoCAD SHX Text

TYP

AutoCAD SHX Text

FB. 9.5x50 (BOTH SIDES)

AutoCAD SHX Text

6

AutoCAD SHX Text

TYP

AutoCAD SHX Text

PL. 9.5 FORMED U-SECTIONS (TYP)

AutoCAD SHX Text

PL. 12 DECK PLATE

AutoCAD SHX Text

SECTION

AutoCAD SHX Text

14

AutoCAD SHX Text

-

AutoCAD SHX Text

1 : 10

AutoCAD SHX Text

8

AutoCAD SHX Text

TYP

AutoCAD SHX Text

SECTION

AutoCAD SHX Text

15

AutoCAD SHX Text

-

AutoCAD SHX Text

1 : 10

AutoCAD SHX Text


AutoCAD SHX Text

PL. 12 DECK PLATE

AutoCAD SHX Text

8

AutoCAD SHX Text

TYP

AutoCAD SHX Text

8

AutoCAD SHX Text

PL. 10x120 STIFFENER

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


AutoCAD SHX Text


AutoCAD SHX Text

Date/Date

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

Client/client

AutoCAD SHX Text


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


AutoCAD SHX Text


AutoCAD SHX Text


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


AutoCAD SHX Text

VANCOUVER, B.C.

AutoCAD SHX Text

VILLHOLTH JENSEN

AutoCAD SHX Text

NOTES:

AutoCAD SHX Text


Public Works and

Canada


Government Services

Canada


Travaux publics et

Western Region

OF


Région de l'ouest


Real Property




REAL PROPERTY


FLOAT APRON

PLAN, SECTIONS AND ETAILS

A.P.

A.P.

PDM

VJA

220103

015 0

220103-010-016

AutoCAD SHX Text

RAMP HINGE

AutoCAD SHX Text

FLOAT APRON HINGE

AutoCAD SHX Text

FINGER HINGE

AutoCAD SHX Text

GIRDER

AutoCAD SHX Text

GIRDER

AutoCAD SHX Text

RAMP

AutoCAD SHX Text

FLOAT APRON HINGE

AutoCAD SHX Text

FINGER HINGE

AutoCAD SHX Text

1 : 20

AutoCAD SHX Text

FLOAT APRON PLAN

AutoCAD SHX Text

SECTION

AutoCAD SHX Text

17

AutoCAD SHX Text

-

AutoCAD SHX Text

1 : 20

AutoCAD SHX Text

SEE DETAIL

AutoCAD SHX Text

016

AutoCAD SHX Text

K

AutoCAD SHX Text

SEE DETAIL

AutoCAD SHX Text

-

AutoCAD SHX Text

L

AutoCAD SHX Text

10

AutoCAD SHX Text

10

AutoCAD SHX Text

FINGER APRON (TYP. 6 REQ'D)

AutoCAD SHX Text

16

AutoCAD SHX Text

016

AutoCAD SHX Text

18

AutoCAD SHX Text

-

AutoCAD SHX Text

19

AutoCAD SHX Text

-

AutoCAD SHX Text

20

AutoCAD SHX Text

-

AutoCAD SHX Text

SEE DETAIL

AutoCAD SHX Text

016

AutoCAD SHX Text

M

AutoCAD SHX Text

17

AutoCAD SHX Text

-

AutoCAD SHX Text

TYP

AutoCAD SHX Text

8 70-200

AutoCAD SHX Text

8

AutoCAD SHX Text

TYP

AutoCAD SHX Text

PL. 20

AutoCAD SHX Text

BOTH ENDS

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

1 : 5

AutoCAD SHX Text

FINGER APRON DETAIL

AutoCAD SHX Text

SIX (6) REQ'D

AutoCAD SHX Text

FINGER HINGE

AutoCAD SHX Text

4

AutoCAD SHX Text

4

AutoCAD SHX Text

4

AutoCAD SHX Text

4

AutoCAD SHX Text

LIFTING HOLE

AutoCAD SHX Text

TYP. 3 PLACES

AutoCAD SHX Text

TYP. 2 PLACES

AutoCAD SHX Text

FB. 12x60x645

AutoCAD SHX Text

FINGER HINGE

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

FB. 12x60x645

AutoCAD SHX Text

PL. 20

AutoCAD SHX Text

'UHMWPE' WEAR PLATE, 645Lg. BEVELLED 16 to 8, c/s SCREW MOUNTING.

AutoCAD SHX Text

TYP @ STIFFENERS 1, 3 & 5

AutoCAD SHX Text

EDGE OF STIFFENER PLATES 2 AND 4

AutoCAD SHX Text

PL. 12 STIFFENERS

AutoCAD SHX Text

1

AutoCAD SHX Text

2

AutoCAD SHX Text

3

AutoCAD SHX Text

4

AutoCAD SHX Text

5

AutoCAD SHX Text

TYP

AutoCAD SHX Text

TYP

AutoCAD SHX Text

PL. 16x163x3920

AutoCAD SHX Text

(6) PL. 16 CUT TO FIT BETWEEN U-SECTIONS

AutoCAD SHX Text

DETAIL

AutoCAD SHX Text

L

AutoCAD SHX Text

-

AutoCAD SHX Text

1 : 5

AutoCAD SHX Text

FB. 9.5x50 (BOTH SIDES)

AutoCAD SHX Text

150-270

AutoCAD SHX Text

150-270

AutoCAD SHX Text

6

AutoCAD SHX Text

TYP

AutoCAD SHX Text


AutoCAD SHX Text

PL. 12 DECK PLATE

AutoCAD SHX Text

SECTION

AutoCAD SHX Text

18

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-

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1 : 10

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8

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TYP

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SECTION

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19

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-

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1 : 10

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PL. 12 DECK PLATE

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8

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TYP

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8

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PL. 12x300x3800 FLANGE PLATE

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8

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TYP

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21

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-

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8

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TYP. ACROSS U-SECTIONS

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8

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TYP. SIDES OF U-SECTIONS

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SECTION

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21

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-

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1 : 10

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PL. 12x300x3800 FLANGE PLATE

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PL. 12 DECK PLATE

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PL. 12 STIFFENER

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8

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TYP

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TYP

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PL. 12 12 DECK PLATE

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PL. 16x200x3844

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DRILL & TAP PLATE AND U-SECTION FOR 16 [58"] BOLTS

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FB 20x25x3812Lg.

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'UHMWPE' WEAR PLATE, 3800Lg. c/w 16 [58"] BOLTS, 588cc COUNTERSUNK IN UHMWPE

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6

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TYP

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6

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SECTION

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20

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-

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1 : 5

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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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Date/Date

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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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AutoCAD SHX Text

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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VANCOUVER, B.C.

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VILLHOLTH JENSEN

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NOTES:

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Public Works and

Canada


Government Services

Canada


Travaux publics et

Western Region

OF


Région de l'ouest


Real Property




REAL PROPERTY


FLOAT AND ABUTMENT APRONS

SECTIONS AND ETAILS

A.P.

A.P.

PDM

VJA

220103

016 0

220103-010-016

AutoCAD SHX Text

8

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TYP

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CP,TYP

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12

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TYP

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1

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HSS102x102x9.5

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W310x79

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PL. 10x200x235

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23

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HSS102x102x9.5

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W310x79

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PL. 10x200x235

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RAMP FLOOR BEAM W310x79

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SEE DETAIL

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-

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N

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HINGE PLATE

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PL. 10

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PL. 16 STIFFENER

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PL. 16x97x150 STIFFENER w/40 CHAMFER AT ONE CORNER

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8

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TYP

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8

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12

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TYP

AutoCAD SHX Text

8

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TYP

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8

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PL. 10x150

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22

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-

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DETAIL

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J

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014

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1 : 5

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RAMP FLOOR BEAM W310x79

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SEE DETAIL

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-

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N

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HINGE PLATE

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22

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-

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270 to 150

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270 to 150

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PL. 10x240

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PL. 16 STIFFENER

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CP,TYP

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FLOAT APRON HINGE

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8

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TYP

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PL. 10

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DETAIL

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K

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015

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1 : 5

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[RAMP / ABUTMENT APRON ASSEMBLY]

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[RAMP / FLOAT APRON ASSEMBLY]

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OPP

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PL. 20

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PL. 16

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CP

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CP

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PL. 20

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PL. 10

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8

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TYP

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8

AutoCAD SHX Text

8

AutoCAD SHX Text

TYP

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8

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12

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TYP

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180

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180

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270 to 150

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270 to 150

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SECTION

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16

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014

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1 : 5

AutoCAD SHX Text

16

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015

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CP

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52

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52

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1

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2

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1 : 1

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APRON PIN WASHER

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APRON HINGE

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PL. 16

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CP

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CP

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PL. 10 END PLATE

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CP, TYP

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8

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TYP

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8

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50 APRON PIN c/wCASTLE NUT & WASHER. SEE DETAIL THIS DWG.

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SEE DETAIL

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-

AutoCAD SHX Text

N

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HINGE PLATE

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SECTION

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22

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-

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1 : 5

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PL. 10 STIFFENER SEE SECTION 16, THIS DRAWING

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PL. 20

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DRILL & REAM FOR 50 APRONPIN [PUSH FIT]

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8

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TYP

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8

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DETAIL

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N

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-

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1 : 5

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[HINGE PLATE - 8 REQ'D]

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HINGE

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M

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015

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[TYPICAL HINGE CLEARANCE NOTCHES IN DECK PLATE]

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DETAIL

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M

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014

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1 : 5

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~

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1

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2

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1 : 2

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50 DIA. APRON PIN DETAIL

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FOUR (4) REQ'D

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50 DIA. PIN

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PL. 16x100 OD WASHER

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8

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6

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TAPER

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38 DIA. (1 " UNC THREAD). 12" UNC THREAD). DRILL 8 HOLE FOR 6 [ " ] COTTER PIN. LOCATE 14" ] COTTER PIN. LOCATETO SUIT CASTLE NUT SLOTS

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PL. 16x100 OD APRON PIN WASHER. SEE DETAIL

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CASTLE NUT

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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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Date/Date

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Client/client

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AutoCAD SHX Text

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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AutoCAD SHX Text


AutoCAD SHX Text

Revision no./

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0

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ISSUED FOR TENDER

AutoCAD SHX Text

20/03/23

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& ASSOC. LTD.

AutoCAD SHX Text


AutoCAD SHX Text

VANCOUVER, B.C.

AutoCAD SHX Text

VILLHOLTH JENSEN

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NOTES:

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Public Works and

Canada


Government Services

Canada


Travaux publics et

Western Region

OF


Région de l'ouest


Real Property




REAL PROPERTY


RAMP GRATING

GENERAL ARRANGEMENT

A.P.

A.P.

PDM

VJA

220103

017 0

220103-017

·

·

·

·

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GRATING PLAN

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1

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23

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32994

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32994

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RAMP HINGE

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SUPPORT

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2000x400 GIRDER

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2000x400 GIRDER

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W310x79 FLOOR BEAM

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1 : 75

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3932

AutoCAD SHX Text

3932

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32994

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32994

AutoCAD SHX Text

3932

AutoCAD SHX Text

3932

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75

AutoCAD SHX Text

75

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1

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-

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2

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-

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1 : 20

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PLAN OF ROADWAY GRATING PANEL

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ELEVATION

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1

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-

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1 : 20

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22 END SPLICE HOLES @300 BETWEEN GRATING PANELS AND AT END

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PL. 6x127 (TYP) END BOND PLATE

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PL. 10x172 c/w 22 HOLEAT CENTRE

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SECTION

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2

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-

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1 : 5

AutoCAD SHX Text

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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Date/Date

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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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AutoCAD SHX Text


AutoCAD SHX Text

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.

AutoCAD SHX Text


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VANCOUVER, B.C.

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VILLHOLTH JENSEN

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NOTES:

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ROADWAY GRATING HARDWARE

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GRATING DESCRIPTION

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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

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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)

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