HARBOURSIDEE n g i n e e r i n g C o n s u l t a n t s
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DRAWING LIST
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S1KEY PLAN, PARTIAL SITE PLAN AND STRUCTURE PHOTOGRAPH KEY PLAN, PARTIAL SITE PLAN AND STRUCTURE PHOTOGRAPH S2EXISTING STRUCTURE PLAN VIEW, ELEVATION AND SECTIONS EXISTING STRUCTURE PLAN VIEW, ELEVATION AND SECTIONS S3EXISTING STRUCTURE DEMOLITION PLAN, ELEVATION, DETAILS EXISTING STRUCTURE DEMOLITION PLAN, ELEVATION, DETAILS AND SECTIONS S4NEW STRUCTURE PLAN VIEW, ELEVATION AND SECTIONS NEW STRUCTURE PLAN VIEW, ELEVATION AND SECTIONS S5NEW STRUCTURE WEST ABUTMENT DETAIL AND SECTIONS NEW STRUCTURE WEST ABUTMENT DETAIL AND SECTIONS S6NEW STRUCTURE DRAWBRIDGE DETAILS AND SECTIONS NEW STRUCTURE DRAWBRIDGE DETAILS AND SECTIONS S7NEW STRUCTURE DETAILS AND SECTIONS NEW STRUCTURE DETAILS AND SECTIONS S8NEW STRUCTURE DETAILS AND BOREHOLE RECORD NEW STRUCTURE DETAILS AND BOREHOLE RECORD S9DRAWBRIDGE BASCULE PLAN, SIDE VIEW AND SECTIONSDRAWBRIDGE BASCULE PLAN, SIDE VIEW AND SECTIONS
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PCA B1 Cover (2004)
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PROJECT NO.
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Parks
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Canada
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Canada
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Parcs
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DAUPHIN BRIDGE
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REPLACEMENT
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FORTRESS OF LOUISBOURG
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NATIONAL HISTORIC SITE
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LOUISBOURG, NS
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20170115
HARBOURSIDEE n g i n e e r i n g C o n s u l t a n t s
Parks
Canada
Parcs
Canada
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0
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ISSUED FOR TENDER
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MAR.31
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2017
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C
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C
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100
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C
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20mm
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0
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10
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60
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40
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80
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140
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120
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160
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180
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Soumission
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no. du projet
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no. du dessin
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project number
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drawing no.
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Tender
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approved
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date
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drawn
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date
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designed
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date
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approuve
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dessine
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concu
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drawing
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project
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dessin
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projet
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revisions
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date
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PCA B1 (2004)
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Administrateur de projets APC
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PCA Project Manager
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DAUPHIN BRIDGE
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REPLACEMENT
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FORTRESS OF LOUISBOURG
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NATIONAL HISTORIC SITE
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LOUISBOURG, NS
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KEY PLAN,
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PARTIAL SITE PLAN
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AND STRUCTURE
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PHOTOGRAPH
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R. KEEFE
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DECEMBER 2016
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J. BENNETT
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DECEMBER 2016
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G.L. MacDONALD
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JANUARY 2017
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20170115
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S1
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KEY PLAN
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PARTIAL SITE PLAN
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GENERAL NOTES: 1.GENERAL REQUIREMENTS GOVERNING DESIGN, MATERIALS, AND CONSTRUCTION ARE AS FOLLOWS: GENERAL REQUIREMENTS GOVERNING DESIGN, MATERIALS, AND CONSTRUCTION ARE AS FOLLOWS: a.PEDESTRIAN LOADING AND GENERAL DESIGN TO CAN/CSA-S6-14, WITH LATEST REVISIONS. PEDESTRIAN LOADING AND GENERAL DESIGN TO CAN/CSA-S6-14, WITH LATEST REVISIONS. REQUIREMENT FOR DESIGN OF A PEDESTRIAN STRUCTURE BEYOND 3.0M IN WIDTH (DESIGN FOR MAINTENANCE VEHICLE) HAS BEEN WAIVED BASED ON SPECIFIED USE OF STRUCTURE (FROM OWNER). b.PROJECT SPECIFICATION. PROJECT SPECIFICATION. c.CONCRETE MATERIALS AND METHODS OF CONSTRUCTION TO CAN/CSA - A23.1., AND METHODS CONCRETE MATERIALS AND METHODS OF CONSTRUCTION TO CAN/CSA - A23.1., AND METHODS OF TESTING TO CAN3 - A23.2. d.CONCRETE CLASS OF EXPOSURE IS C1 WITH A MINIMUM 28 DAY COMP. STRENGTH OF 35MPa. CONCRETE CLASS OF EXPOSURE IS C1 WITH A MINIMUM 28 DAY COMP. STRENGTH OF 35MPa. e.REINFORCING STEEL TO CSA STANDARD G30.18-M92 400W. REINFORCING STEEL TO CSA STANDARD G30.18-M92 400W. f.ENGINEERING DESIGN IN WOOD TO CAN/CSA O86-14. ENGINEERING DESIGN IN WOOD TO CAN/CSA O86-14. g.TIMBER SPECIES SPRUCE/PINE/FIR, GRADE NO. 1 OR 2. TIMBER SPECIES SPRUCE/PINE/FIR, GRADE NO. 1 OR 2. h.BOLTS, LAG SCREWS, THREADED ROD TO ASTM A307 WITH COMPATIBLE NUTS AND WASHERS. BOLTS, LAG SCREWS, THREADED ROD TO ASTM A307 WITH COMPATIBLE NUTS AND WASHERS. i.ALL HARDWARE TO BE HOT DIP GALVANIZED AS PER PROJECT SPECIFICATIONS. ALL HARDWARE TO BE HOT DIP GALVANIZED AS PER PROJECT SPECIFICATIONS. j.ALL TIMBER TO BE PRESSURE TREATED (CCA) AS PER PROJECT SPECIFICATIONS. INCISING IS ALL TIMBER TO BE PRESSURE TREATED (CCA) AS PER PROJECT SPECIFICATIONS. INCISING IS PROHIBITED TO MAINTAIN HISTORICAL CHARACTER. k.ALL EXPOSED TIMBER SURFACES (WITH EXCEPTION TO THE UNDERSIDE OF THE DECKING) ALL EXPOSED TIMBER SURFACES (WITH EXCEPTION TO THE UNDERSIDE OF THE DECKING) SHALL BE COATED WITH ACRYLIC RESIN STAIN WITH COLOUR MATCHING EXISTING. STAIN TO BE COMPATIBLE WITH CCA PRESERVATIVE. STAIN MAY BE APPLIED IN THE FIELD. COATING SHALL BE APPLIED AS PER THE MANUFACTURER'S RECOMMENDATIONS, INCLUDING MAXIMUM MOISTURE CONTENT OF THE WOOD. l.COAT WROUGHT IRON PIECES WITH A RUST INHIBITING, ACRYLIC RESIN SPRAY PAINT PRIOR TO COAT WROUGHT IRON PIECES WITH A RUST INHIBITING, ACRYLIC RESIN SPRAY PAINT PRIOR TO RE-INSTALLATION. PAINT COLOUR TO BE FLAT BLACK. 2.STRUCTURE IS DESIGNED FOR A PEDESTRIAN LOAD OF 4.0 kPa AS PRESCRIBED BY THE STRUCTURE IS DESIGNED FOR A PEDESTRIAN LOAD OF 4.0 kPa AS PRESCRIBED BY THE CAN/CSA-S6-14. 3.SPECIFIED SOIL BEARING RESISTANCE ULS: 350 kPa, SLS: 135 kPa, WITH A MAXIMUM SETTLEMENT SPECIFIED SOIL BEARING RESISTANCE ULS: 350 kPa, SLS: 135 kPa, WITH A MAXIMUM SETTLEMENT OF 25mm FOR SLS CALCULATIONS. 4.FOOTING DESIGN BASED ON ADI LTD. GEOTECHNICAL INVESTIGATION, PROJECT No. FOOTING DESIGN BASED ON ADI LTD. GEOTECHNICAL INVESTIGATION, PROJECT No. L1161-060.1/2.2.5, DATED JANUARY 2010. 5.ALL DIMENSIONS SHOWN IN MILLIMETERS (mm). ALL DIMENSIONS SHOWN IN MILLIMETERS (mm). 6.ALL REFERENCED SPECIFICATION NOTES TO REFLECT THE LATEST EDITION. ALL REFERENCED SPECIFICATION NOTES TO REFLECT THE LATEST EDITION. 7.CONCRETE COVERS AS INDICATED ON DRAWINGS. CONCRETE COVERS AS INDICATED ON DRAWINGS. 8.EXCAVATED TRENCHES FOR FOOTINGS TO BE INSPECTED BY GEOTECHNICAL ENGINEER TO CONFIRM EXCAVATED TRENCHES FOR FOOTINGS TO BE INSPECTED BY GEOTECHNICAL ENGINEER TO CONFIRM BEARING CAPACITY AS SPECIFIED. 9.CONSTRUCTION TO BE CARRIED OUT IN ACCORDANCE WITH CAN/CSA-S6-14. CONSTRUCTION TO BE CARRIED OUT IN ACCORDANCE WITH CAN/CSA-S6-14. 10.WATER LEVELS ARE TIDAL. WATER LEVELS SHOWN ON THE DRAWINGS ARE APPROXIMATE. WATER LEVELS ARE TIDAL. WATER LEVELS SHOWN ON THE DRAWINGS ARE APPROXIMATE. 11.FOR STRUCTURE LAYOUT, REFER TO STRUCTURE LAYOUT NOTES ON DRAWING No. S4. FOR STRUCTURE LAYOUT, REFER TO STRUCTURE LAYOUT NOTES ON DRAWING No. S4. 12.THERE IS AN EXISTING, INOPERABLE SLUICE GATE IN THE SEAWALL JUST NORTH OF THE BRIDGE. THERE IS AN EXISTING, INOPERABLE SLUICE GATE IN THE SEAWALL JUST NORTH OF THE BRIDGE. CONTRACTOR MAY DEVISE A METHOD TO BLOCK THE OPENING TO DEWATER THE WORK AREA DURING CONSTRUCTION. AS-BUILT INFORMATION ABOUT THE GATE IS PROVIDED ON DETAIL 3/S3. CONTRACTOR IS RESPONSIBLE FOR THE DESIGN AND IMPLEMENTATION OF THE DEWATERING PROCEDURE. 13.AS-BUILT INFORMATION TAKEN DURING SITE VISIT ON DECEMBER 7, 2016 AND ORIGINAL DRAWINGS AS-BUILT INFORMATION TAKEN DURING SITE VISIT ON DECEMBER 7, 2016 AND ORIGINAL DRAWINGS DATED 1976. 14.NOTCH DECKING AS REQUIRED OVER BOLT HEADS PROTRUDING ABOVE STRINGER AND HEADER NOTCH DECKING AS REQUIRED OVER BOLT HEADS PROTRUDING ABOVE STRINGER AND HEADER BEAMS. ENSURE NOTCHING DOES NOT PROTRUDE THROUGH DECKING. IF BOLTS HEADS OR NUTS AND WASHERS PROTRUDE BEYOND THE THICKNESS OF THE DECKING, COUNTERSINK AS REQUIRED. 15.EXISTING WROUGHT IRON PIN CRADLES, PIVOT PIN ASSEMBLIES, DRAWBRIDGE LIFTING HOOKS, EXISTING WROUGHT IRON PIN CRADLES, PIVOT PIN ASSEMBLIES, DRAWBRIDGE LIFTING HOOKS, HEADER/STRINGER STRAPS AND BASCULE COMPONENTS SHALL BE REUSED. CARE SHALL BE TAKEN TO NOT DAMAGE THESE ITEMS DURING STRUCTURE DEMOLITION. CLEAN MEMBERS OF SURFACE RUST AND COAT (SEE NOTE 1l. ABOVE) AND ENSURE BOLT HOLES ARE CLEANED TO THEIR ORIGINAL DIAMETER. CONTRACTOR TO USE RUBBER GASKETS UNDER WASHERS TO ALLEVIATE DISSIMILAR METALS. 16.BRIDGE SPAN BETWEEN GRID LINES 5 AND 6 IS AN OPERABLE LIFT SPAN CONNECTED TO CHAINS BRIDGE SPAN BETWEEN GRID LINES 5 AND 6 IS AN OPERABLE LIFT SPAN CONNECTED TO CHAINS AND A BASCULE. CONTRACTOR TO ENSURE THE LIFT SPAN AND BASCULE ARE OPERABLE PRIOR TO FINAL COMPLETION AND DEMOBILIZATION. ADJUST/TRIM THE LIFT SPAN AS REQUIRED TO MAKE OPERABLE. LOCKING MECHANISMS ON THE BASCULE SHALL BE IN WORKING ORDER PRIOR TO DEMOBILIZATION. 17.CONTRACTOR TO PROVIDE NEW CHAINS FOR THE DRAWBRIDGE. CHAINS TO MATCH PERIOD CHAIN, CONTRACTOR TO PROVIDE NEW CHAINS FOR THE DRAWBRIDGE. CHAINS TO MATCH PERIOD CHAIN, AS BEST AS POSSIBLE. CONTRACTOR TO SUBMIT SAMPLE FOR REVIEW AND APPROVAL. MINIMUM WORKING LOAD LIMIT OF NEW CHAIN = 0.5 TONNES. 18.DECKING TO BE FULL LENGTH PIECES WITH NO BUTT JOINTS. DECKING TO BE FULL LENGTH PIECES WITH NO BUTT JOINTS. 19.CONTRACTOR TO PROVIDE MOCKUPS AS PER SPECIFICATION SECTION 061000. CONTRACTOR TO PROVIDE MOCKUPS AS PER SPECIFICATION SECTION 061000.
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NORTH
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LOUISBOURG HARBOUR
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NORTH
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EXISTING STRUCTURE
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LOOKING EAST
HARBOURSIDEE n g i n e e r i n g C o n s u l t a n t s
Parks
Canada
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Canada
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DRAWBRIDGE PIVOT PIN
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EXISTING STONE WALL WEST ABUTMENT
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EXISTING TIMBER DECKING
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2845± CLEAR
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2845± CLEAR
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3137± CLEAR
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3137± CLEAR
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3315± CLEAR
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3315± CLEAR
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EXISTING STRUCTURE PLAN VIEW
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SCALE : 1:50
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E1
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S2
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S2
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EXISTING DRAWBRIDGE IN LOWERED POSITION
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A
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S2
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S2
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EXISTING TIMBER DECKING
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EXISTING STONE WALL EAST ABUTMENT
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EXISTING LONGITUDINAL TIMBER BRACE EACH SIDE
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B
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S2
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S2
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EXISTING TIMBER DECKING
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FACE OF EXISTING STONE WALL OPENING
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EXISTING TIMBER HANDRAIL AND BALUSTERS EACH SIDE
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EXISTING INOPERABLE SLUICE GATE THROUGH STONE BLOCK WALL
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LOUISBOURG HARBOUR
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BACK OF EXISTING STONE WALL
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WET MOAT
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BH09-03
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OUTLINE OF DRAWBRIDGE IN RAISED POSITION
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EXISTING STRUCTURE ELEVATION
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S2
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FACE OF EXISTING STONE WALL OPENING
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EXISTING TIMBER RAILING AND BALUSTERS EACH SIDE
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DRAWBRIDGE PIVOT PIN
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BACK OF EXISTING STONE WALL
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H.N.T.
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L.N.T.
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EXISTING STEEL DRAWBRIDGE CHAINS CONNECTED TO BASCULE (TOTAL OF 2)
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EXISTING TIMBER DRAWBRIDGE BASCULE
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H.N.T.
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216mm x 241mm TIMBER CAP BEAM
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216mm x 241mm TIMBER POST c/w 216mm x 50mm THK. TIMBER SHORING E.S. TYPICAL (3 LOCATIONS)
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152mm x 152mm TIMBER POST c/w TIMBER BLOCKING, TYPICAL
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216mm x 241mm ANGLED TIMBER POST, TYPICAL
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216mm x 241mm TIMBER PLATE, TYPICAL
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165mm x 165mm TIMBER BRACE TYPICAL
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165mm x 165mm TIMBER RAILING POST BEYOND TYPICAL
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TIMBER RAILING AND BALUSTERS, TYPICAL
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165mm x 241mm TIMBER STRINGER (7 LOCATIONS)
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±305mm DEEPCOMPACTED GRAVEL
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FIELDSTONE
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MAIN STRUCTURE SECTION
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A
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S2
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S2
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2500mm
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500mm
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0mm
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305mm DEEP CONCRETE FOOTING
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FOR GRIDLINES 1 TO 4
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165mm x 216mm LONGITUDINAL TIMBER BRACE TYPICAL EACH SIDE
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165mm x 241mm TIMBER STRINGER (5 LOCATIONS)
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165mm x 165mm TIMBER RAILING POST, TYPICAL
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TIMBER RAILING AND BALUSTERS, TYPICAL
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216mm x 241mm TIMBER POST c/w 165mm x 165mm TIMBER BRACE E.S. TYPICAL (5 LOCATIONS)
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241mm x 241mm TIMBER STRINGER SUPPORT c/w 165mm x 165mm TIMBER BRACE E.S. TYPICAL (5 LOCATIONS)
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±305mm DEEP CONCRETE FOOTING
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216mm x 241mm TIMBER PLATE, TYPICAL
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±305mm DEEPCOMPACTED GRAVEL
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FIELDSTONE
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DRAWBRIDGE SECTION
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B
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S2
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S2
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SCALE : 1:25
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2500mm
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2000mm
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1500mm
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1000mm
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500mm
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0mm
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216mm x 241mm TIMBER POST c/w 216mm x 50mm THK. TIMBER SHORING E.S. TYPICAL (2 LOCATIONS)
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FOR GRIDLINE 5
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DRAWBRIDGE CHAINS
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0
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ISSUED FOR TENDER
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MAR.31
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2017
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C
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C
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100
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C
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no. du projet
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project number
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drawing no.
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approved
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date
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project
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projet
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date
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PCA B1 (2004)
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Administrateur de projets APC
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PCA Project Manager
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DAUPHIN BRIDGE
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REPLACEMENT
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FORTRESS OF LOUISBOURG
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NATIONAL HISTORIC SITE
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LOUISBOURG, NS
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EXISTING STRUCTURE
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PLAN VIEW, ELEVATION
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AND SECTIONS
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R. KEEFE
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DECEMBER 2016
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J. BENNETT
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DECEMBER 2016
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G.L. MacDONALD
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LEGEND
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2009 BOREHOLE
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BH09-03
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EXISTING FORTRESS WALL NOT SHOWN, FOR CLARITY
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Parks
Canada
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Canada
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EXISTING TIMBER DRAWBRIDGE STRUCTURE TO BE DEMOLISHED
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EXISTING TIMBER BRIDGE STRUCTURE TO BE DEMOLISHED
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TYP.
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TYP.
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FACE OF EXISTING STONE WALL OPENING
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BACK OF EXISTING STONE WALL
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EXISTING INOPERABLE SLUICE GATE THROUGH STONE BLOCK WALL
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EXISTING FLAGSTONE APPROACH AND BACK WALL
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EXISTING FLAGSTONE APPROACH AND BACK WALL
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WET MOAT
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ALL EXISTING STEEL DRAWBRIDGE CHAINS TO BE REMOVED
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EXISTING WROUGHT IRON DRAWBRIDGE LIFTING HOOKS AND ALL STRINGER/HEADER STRAPS TO BE REMOVED AND REUSED
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BH09-03
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EXISTING WROUGHT IRON DRAWBRIDGE PIVOT ASSEMBLIES AND ALL STRINGER/HEADER STRAPS TO BE REMOVED AND REUSED
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EXISTING TIMBER DRAWBRIDGE STRUCTURE TO BE DEMOLISHED
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BACK OF EXISTING STONE WALL
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EXISTING TIMBER BRIDGE STRUCTURE TO BE DEMOLISHED
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EXISTING FIELDSTONE, CONCRETE FOUNDATION AND COMPACTED GRAVEL TO BE REMOVED (5 LOCATIONS)
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TYPICAL LINE OF EXCAVATION SHOWN FOR REMOVALS
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DRAWBRIDGE PIVOT PIN
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EXISTING FLAGSTONE TO BE REMOVED AND REUSED
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EXISTING STEEL DRAWBRIDGE CHAINS TO BE REMOVED
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EXISTING DRAWBRIDGE LIFTING HOOK ASSEMBLY TO BE REMOVED AND REUSED
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L.N.T.
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TIDE LEVELS SHOWN ARE APPROXIMATE ONLY. CONTRACTOR TO CONSULT TIDE TABLES FOR TIDE TIMES AND LEVELS
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EXISTING DRAWBRIDGE BASCULE TO BE REMOVED
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EXISTING TIMBER BRIDGE STRUCTURE TO BE DEMOLISHED
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EXISTING STONE WALL WEST ABUTMENT TO REMAIN
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EXISTING TIMBER SLEEPER TO BE REMOVED
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DETAIL AT WEST ABUTMENT
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C
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EXISTING FLAGSTONE APPROACH TO BE REMOVED AND REUSED
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APPROXIMATE LINE OF EXCAVATION
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LINE OF RAISED END OF WEST ABUTMENT BEYOND
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WEST ABUTMENT SECTION
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C
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S3
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S3
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SCALE : 1:10
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1000mm
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900
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800
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700
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600
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500
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0mm
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EXISTING GRAVEL WALKWAY TO BE REMOVED AS REQUIRED
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EXISTING STONE WALL WEST ABUTMENT TO REMAIN
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1.5
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1
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EXISTING TIMBER BRIDGE STRUCTURE TO BE DEMOLISHED
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0
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EXISTING WROUGHT IRON DRAWBRIDGE PIVOT PIN ASSEMBLY TO BE REMOVED AND REUSED
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EXISTING WROUGHT IRON DRAWBRIDGE PIVOT PIN CRADLE HOUSING TO REMAIN
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EXISTING TIMBER DRAWBRIDGE STRUCTURE TO BE DEMOLISHED
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DETAIL AT EAST ABUTMENT
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2
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S3
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S3
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SCALE : 1:10
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1000mm
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900
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800
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600
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500
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400
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300
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200
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100
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0mm
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50.8mm
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50.8mm
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D
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S3
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S3
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6
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DRAWBRIDGE PIVOT PIN
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EXISTING FORTRESS WALL
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SLOPE DOWN
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EXISTING WROUGHT IRON DRAWBRIDGE STRINGER/HEADER STRAPS TO BE REMOVED AND REUSED
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DRAWBRIDGE PIVOT PIN
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EXISTING STEEL DRAWBRIDGE PIVOT PIN CRADLE TO REMAIN
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EXISTING DRAWBRIDGE PIVOT PIN CRADLE HOUSING TO REMAIN
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EXISTING STONE WALL THRESHOLD
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EXISTING STONE WALL EAST ABUTMENT TO REMAIN
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EAST ABUTMENT SECTION
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D
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S3
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S3
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SCALE : 1:10
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1000mm
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900
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800
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700
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600
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500
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400
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300
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200
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100
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0mm
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50.8mm
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50.8mm
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CONTRACTOR MAY SHORE EXISTING SLUICE GATE FOR DEWATERING PURPOSES
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DETAIL AT SLUICE GATE
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3
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S3
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S3
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SCALE : 1:20
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2500mm
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2000mm
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1500mm
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1000mm
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500mm
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0mm
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LOUISBOURG HARBOUR
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WET MOAT
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0
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ISSUED FOR TENDER
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MAR.31
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2017
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C
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C
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100
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C
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20mm
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0
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10
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60
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40
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80
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140
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120
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160
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200mm
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180
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Soumission
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no. du projet
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no. du dessin
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project number
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drawing no.
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Tender
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approved
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date
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drawn
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date
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designed
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date
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approuve
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dessine
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concu
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drawing
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project
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dessin
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projet
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revisions
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date
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PCA B1 (2004)
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Administrateur de projets APC
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PCA Project Manager
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DAUPHIN BRIDGE
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REPLACEMENT
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FORTRESS OF LOUISBOURG
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NATIONAL HISTORIC SITE
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LOUISBOURG, NS
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EXISTING STRUCTURE
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DEMOLITION PLAN,
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ELEVATION, DETAILS
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AND SECTIONS
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R. KEEFE
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DECEMBER 2016
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J. BENNETT
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DECEMBER 2016
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G.L. MacDONALD
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JANUARY 2017
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20170115
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S3
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NORTH
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LEGEND
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2009 BOREHOLE
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BH09-03
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EXISTING FORTRESS WALL NOT SHOWN, FOR CLARITY
HARBOURSIDEE n g i n e e r i n g C o n s u l t a n t s
Parks
Canada
Parcs
Canada
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0
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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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DRAWBRIDGE PIVOT PIN
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EXISTING STONE WALL WEST ABUTMENT
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2970 DECKING
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2970 DECKING
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3300 DRAWBRIDGE
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3300 DRAWBRIDGE
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3300 DRAWBRIDGE
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3375 CLEAR
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3375 CLEAR
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BRIDGE/STONE WALL OPENING
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NEW STRUCTURE PLAN VIEW
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SCALE : 1:50
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0m
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1m
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2m
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3m
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4m
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5m
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E3
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S4
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S4
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NEW DRAWBRIDGE IN LOWERED POSITION
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E
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S4
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S4
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EXISTING STONE WALL EAST ABUTMENT
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F
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S4
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S4
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FACE OF EXISTING STONE WALL OPENING
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NEW TIMBER RAILING AND BALUSTERS EACH SIDE
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EXISTING INOPERABLE SLUICE GATE THROUGH STONE BLOCK WALL
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LOUISBOURG HARBOUR
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4370 NEW REINFORCED
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4370 NEW REINFORCED
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1500
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1500
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INSIDE FACE OF NEW CONCRETE BACK WALL
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NEW TIMBER RAILING AND BALUSTERS EACH SIDE
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WET MOAT
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4700 DECK WIDTH AND
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4700 DECK WIDTH AND
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REMOVE STONE AS REQUIRED TO INSTALL NEW STRUCTURE
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BRIDGE
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TYP.
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TYP.
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4370± CLEAR
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4370± CLEAR
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DIAGONAL BRACING LET IN TO TOP OF TIMBER STRINGERS
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OUTLINE OF NEW CONCRETE SLAB BELOW
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TYP.
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*2945 DRAWBRIDGE
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*2945 DRAWBRIDGE
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*2945 DRAWBRIDGE
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BH09-03
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NEW TIMBER DECKING
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NEW TIMBER DECKING
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NEW TIMBER DECKING
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STRINGER LAP JOINT
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DIAGONAL BRACING LET IN TO TOP OF TIMBER STRINGERS
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STRINGER LAP JOINT
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1402
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1402
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3300 DRAWBRIDGE
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3300 DRAWBRIDGE
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3300 DRAWBRIDGE
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DRAWBRIDGE GUIDE BLOCK SEE DETAIL 8/S6
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NEW 165mm x 241mm TIMBER STRINGERS, TYPICAL
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0
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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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NEW STRUCTURE ELEVATION
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E3
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S4
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S4
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0m
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2m
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3m
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4m
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5m
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FACE OF EXISTING STONE WALL OPENING
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NEW TIMBER RAILING AND BALUSTERS EACH SIDE
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EXISTING STONE WALL WEST ABUTMENT
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NEW 1025mm HIGH x 250mm THK. REINFORCED CONCRETE FOUNDATION WALL c/w 600mm WIDE x 200mm THK. REINFORCED CONCRETE FOOTING (5 LOCATIONS)
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BACK OF NEW BEARING SEAT
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NEW 150mm THK. COMPACTED AGGREGATE BASE COURSE (5 LOCATIONS)
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TYPICAL LINE OF EXCAVATION (5 LOCATIONS)
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DRAWBRIDGE PIVOT PIN
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0.000m
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-1.000m
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-2.000m
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-3.000m
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-4.000m
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+1.000m
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+2.000m
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REINSTATE NEW GRADE TO MATCH EXISTING
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TYP.
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3345 OVERALL DRAWBRIDGE
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3345 OVERALL DRAWBRIDGE
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3345 OVERALL DRAWBRIDGE
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EXISTING STONE WALL EAST ABUTMENT
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NEW STEEL DRAWBRIDGE CHAINS LENGTH TO MATCH EXISTING
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OUTLINE OF DRAWBRIDGE IN RAISED POSITION
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H.N.T.
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L.N.T.
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±170mm o.c. MAX.
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±170mm o.c. MAX.
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NEW DRAWBRIDGE BASCULE (SEE DRAWING No. S9)
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H.N.T.
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4370 CLEAR
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4370 CLEAR
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NEW 216mm x 241mm TIMBER COLUMN TYPICAL (3 LOCATIONS)
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NEW 216mm x 241mm ANGLED TIMBER COLUMN (2 LOCATIONS)
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NEW 165mm x 165mm TIMBER RAILING POST BEYOND, TYPICAL
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NEW TIMBER RAILING AND BALUSTERS, TYPICAL. SEE DETAIL 11/S8
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NEW REINFORCED CONCRETE FOOTING (5 LOCATIONS)
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NEW REINFORCED CONCRETE WALL (5 LOCATIONS)
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NEW MAIN STRUCTURE SECTION
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E
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S4
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S4
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SCALE : 1:25
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2500mm
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2000mm
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1500mm
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1000mm
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500mm
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0mm
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BRIDGE/STONE WALL OPENING/FOUNDATION
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200mm THK.
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200mm THK.
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NEW 150mm THK. COMPACTED AGGREGATE BASE COURSE
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FOR GRIDLINES 1 TO 4
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NEW 165mm x 241mm TIMBER STRINGER (7 LOCATIONS)
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EL. -2.581m
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EL. -3.831m
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NEW 216mm x 241mm TIMBER PLATE, TYPICAL
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EL. 0.000m
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216mm x 241mm TIMBER CAP BEAM
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165mm x 165mm TIMBER BRACE TYPICAL
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25mm NOTCH UNDERSIDE OF
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25mm NOTCH UNDERSIDE OF
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NEW 54mm THK. x 200mm WIDE SOLID TIMBER DECKING
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NEW DRAWBRIDGE SECTION
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NEW 216mm x 241mm TIMBER COLUMN c/w 165mm x 165mm TIMBER BRACE E.S., TYPICAL (5 LOCATIONS)
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SCALE : 1:25
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2500mm
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2000mm
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1500mm
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1000mm
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500mm
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0mm
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F
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S4
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S4
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NEW 216mm x 241mm TIMBER COLUMN TYPICAL (2 LOCATIONS)
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DRAWBRIDGE/STONE WALL OPENING/FOUNDATION
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NEW 165mm x 241mm TIMBER STRINGER (5 LOCATIONS)
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NEW REINFORCED CONCRETE FOOTING (5 LOCATIONS)
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NEW REINFORCED CONCRETE WALL (5 LOCATIONS)
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200mm THK.
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200mm THK.
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NEW 150mm THK. COMPACTED AGGREGATE BASE COURSE
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NEW 216mm x 241mm TIMBER PLATE, TYPICAL
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AT GRIDLINE 5
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NEW 165mm x 165mm TIMBER RAILING POST TYPICAL
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NEW TIMBER RAILING AND BALUSTERS, TYPICAL. SEE DETAIL 11/S8
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216mm x 241mm TIMBER CAP BEAM
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165mm x 165mm TIMBER BRACE TYPICAL
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2 EQ. SPACES
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2 EQ. SPACES
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NEW 241mm x 216mm TIMBER T-SUPPORT c/w 165mm x 165mm TIMBER BRACE E.S. TYPICAL (5 LOCATIONS)
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EL. -2.581m
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EL. -3.831m
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EL. 0.000m
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NEW DRAWBRIDGE CHAIN TYPICAL EACH SIDE
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DRAWBRIDGE STRINGER DIMENSIONS
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COLUMN DIMENSIONS
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0
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ISSUED FOR TENDER
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MAR.31
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2017
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C
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C
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100
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C
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20mm
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0
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10
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60
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40
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80
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140
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120
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160
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200mm
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180
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Soumission
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no. du projet
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no. du dessin
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project number
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drawing no.
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Tender
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approved
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date
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drawn
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date
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designed
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date
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approuve
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dessine
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concu
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drawing
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project
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dessin
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projet
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revisions
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date
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PCA B1 (2004)
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Administrateur de projets APC
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PCA Project Manager
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DAUPHIN BRIDGE
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REPLACEMENT
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FORTRESS OF LOUISBOURG
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NATIONAL HISTORIC SITE
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LOUISBOURG, NS
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NEW STRUCTURE
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PLAN VIEW, ELEVATION
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AND SECTIONS
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R. KEEFE
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DECEMBER 2016
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J. BENNETT
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DECEMBER 2016
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G.L. MacDONALD
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JANUARY 2017
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20170115
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S4
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NORTH
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STRUCTURE LAYOUT NOTES: 1.CENTERLINE OF NEW BRIDGE STRUCTURE TO BE ESTABLISHED BY A CENTERLINE OF NEW BRIDGE STRUCTURE TO BE ESTABLISHED BY A LINE THAT IS CENTERED IN THE EXISTING STONE WALL OPENING AT THE EAST ABUTMENT AND PERPENDICULAR WITH THE CENTERLINE OF THE DRAWBRIDGE PIVOT PINS WHICH CAN BE LOCATED USING THE EXISTING PIVOT PIN CRADLES IN THE EAST ABUTMENT. 2.ELEVATIONS ARE BASED ON A PROJECT SPECIFIC DATUM LOCATED AT ELEVATIONS ARE BASED ON A PROJECT SPECIFIC DATUM LOCATED AT THE CENTER OF THE EXISTING STONE WALL OPENING, ON THE EDGE OF THE THRESHOLD (EL. = 0.000m).
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*NOTE: NOTE: OVERALL WIDTH OF DRAWBRIDGE STRINGERS AND LENGTH OF HEADER BEAM AT EAST ABUTMENT TO MATCH EXISTING AND BE SUCH THAT THE REUSED WROUGHT IRON PIVOT PIN ASSEMBLY SHALL FIT SNUG WITH NEW HEADER BEAM AND THERE IS LITTLE PLAY IN THE EXISTING PIVOT PIN CRADLE. THE PIVOT PINS SHALL HAVE A MINIMUM BEARING (IN THE EXISTING PIVOT PIN CRADLE) OF 60mm. CONTRACTOR TO VERIFY OVERALL LENGTH OF THE HEADER BEAM ON SITE, PRIOR TO FABRICATION.
AutoCAD SHX Text
LEGEND
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2009 BOREHOLE
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BH09-03
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EXISTING FORTRESS WALL NOT SHOWN, FOR CLARITY
HARBOURSIDEE n g i n e e r i n g C o n s u l t a n t s
Parks
Canada
Parcs
Canada
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DETAIL AT WEST ABUTMENT
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4
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S4
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S5
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SCALE : 1:10
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1000mm
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900
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800
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700
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600
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500
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400
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300
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200
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100
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0mm
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NEW 165mm x 241mm EXTERIOR TIMBER STRINGER
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NEW 165mm x 241mm INTERIOR TIMBER STRINGER
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NEW 165mm x 165mm TIMBER HANDRAIL POST
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0
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BEARING PLATE
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125x350x38mm THK. GALVANIZED STEEL PLATE BEARING c/w 19mm DIA. x 150mm LONG COUNTERSUNK LAG SCREW INTO UNDERSIDE OF TIMBER STRINGER SEE DETAIL 5/S5
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19mm DIA. A307 ANCHOR BOLT DRILLED AND GROUTED WITH 150mm MIN. EMBEDMENT
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H
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S5
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S5
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G
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S5
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S5
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J
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S5
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S5
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NEW 165mm x 165mm TIMBER HANDRAIL POST BRACE
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216mm x 54mm x 1065mm LONG TIMBER SILL PLATE FOR HANDRAIL POST AND BRACE TYPICAL EACH SIDE
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TIMBER DECKING NOT SHOWN, FOR CLARITY
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K
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S5
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S5
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REINSTATE GRASSED PERIMETER AROUND FLAGSTONE APPROACH
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REINSTATE FLAGSTONE APPROACH
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OUTLINE OF CONCRETE SLAB BELOW
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OUTLINE OF NEW CONCRETE BACK WALL UNDER FLAGSTONE
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19mm DIA. A307 ANCHOR BOLT DRILLED AND GROUTED WITH 150mm MIN. EMBEDMENT, EACH SIDE OF BRIDGE STRUCTURE
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REINSTATE GRAVEL WALKWAY
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125x250x38mm THK. GALVANIZED STEEL PLATE BEARING c/w 19mm DIA. x 150mm LONG COUNTERSUNK LAG SCREW INTO UNDERSIDE OF TIMBER STRINGER SEE DETAIL 6/S5
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REINSTATE FLAGSTONE BACK WALL
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19mm DIA. A307 ANCHOR BOLT DRILLED AND GROUTED WITH 150mm MIN. EMBEDMENT
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EXTERIOR STRINGER
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INTERIOR STRINGER
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0
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BEARING PLATE
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±25
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±25
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TOP OF DECK: EL. 0.000m
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241
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241
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±54
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±54
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19mm DIA. A307 ANCHOR BOLT DRILLED AND GROUTED WITH 150mm MIN. EMBEDMENT
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NEW CONCRETE TO BE POURED DIRECTLY ON EXISTING STONE WALL ABUTMENT
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EXISTING STONE WALL WEST ABUTMENT
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SECTION THROUGH INTERIOR STRINGER
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G
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S5
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S5
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SCALE : 1:10
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1000mm
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900
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800
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700
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600
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500
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400
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300
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200
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100
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0mm
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EL. 0.000m
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750 FLAGSTONE
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750 FLAGSTONE
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750 FLAGSTONE
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54mm x 241mm TIMBER HEADER SCREWED TO END OF TIMBER STRINGERS (2-13mm DIA. x 125mm LONG LAG SCREWS)
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EL. -0.105m
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NEW CONCRETE BACK WALL
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EL. -0.511m
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EL. -0.333m
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INSIDE FACE OF NEW CONCRETE BACK WALL
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REINSTATE FLAGSTONE APPROACH TO MATCH EXISTING
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125x350x38mm THK. GALVANIZED STEEL PLATE BEARING
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0
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BEARING PLATE
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TOP OF DECK: EL. 0.000m
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241
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241
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±54
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±54
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19mm DIA. x 150mm LONG LAG SCREW INTO UNDERSIDE OF ALL STRINGERS
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125x250x38mm THK. GALVANIZED STEEL PLATE BEARING
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EXISTING STONE WALL WEST ABUTMENT
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SCALE : 1:10
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1000mm
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900
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800
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700
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600
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500
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400
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300
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200
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100
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0mm
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SECTION THROUGH EXTERIOR STRINGER
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H
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S5
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S5
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±25
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±25
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750 FLAGSTONE
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750 FLAGSTONE
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750 FLAGSTONE
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BACK OF NEW BEARING SEAT
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EL. 0.000m
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EL. -0.105m
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EL. -0.511m
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EL. -0.333m
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REINSTATE FLAGSTONE APPROACH TO MATCH EXISTING
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NEW CONCRETE TO BE POURED DIRECTLY ON EXISTING STONE WALL ABUTMENT
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54mm x 241mm TIMBER HEADER SCREWED TO END OF TIMBER STRINGERS (2-13mm DIA. x 125mm LONG LAG SCREWS)
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0
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HANDRAIL POST /SILL PLATE
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TOP OF DECK: EL. 0.000m
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241
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241
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EXISTING STONE WALL WEST ABUTMENT
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SCALE : 1:10
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1000mm
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900
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800
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700
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600
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500
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400
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300
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200
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100
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0mm
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165mm x 165mm TIMBER HANDRAIL POST BRACE (HANDRAIL POST BEYOND)
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SECTION THROUGH ABUTMENT
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J
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S5
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S5
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±25
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±25
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216mm x 54mm x 1065mm LONG TIMBER SILL PLATE FOR HANDRAIL POST AND BRACE TYPICAL EACH SIDE
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EL. 0.000m
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±54
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±54
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19mm DIA. A307 ANCHOR BOLT, DRILLED AND GROUTED WITH 150mm MIN. EMBEDMENT EACH SIDE OF BRIDGE STRUCTURE
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REINSTATE GRASSED PERIMETER AROUND FLAGSTONE APPROACH AND BACK WALL
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EL. -0.511m
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EL. -0.333m
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REINSTATE FLAGSTONE BACK WALL EACH SIDE OF STRUCTURE
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COUNTERSINK FOR ANCHOR BOLT TO BE FILLED WITH WOODEN PLUG
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NEW CONCRETE TO BE POURED DIRECTLY ON EXISTING STONE WALL ABUTMENT
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SCALE : 1:10
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1000mm
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900
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800
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700
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600
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500
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400
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300
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200
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100
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0mm
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SECTION AT WEST ABUTMENT
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EXTERIOR STRINGER
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K
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S5
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S5
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INTERIOR STRINGER
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701± TYPICAL
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701± TYPICAL
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REUSED FLAGSTONE BACK WALL BEYOND
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2-13mm DIA. x 125mm LONG WOOD SCREWS AT 70mm o.c.
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19mm DIA. x 300mm LONG LAG SCREW
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20mm DEEP
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20mm DEEP
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DIA. TO SUIT
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DIA. TO SUIT
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DIA. TO SUIT
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DIA. TO SUIT
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21mm DIA. THROUGH HOLE, TYPICAL
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HOLE FOR ANCHOR BOLT
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21mm
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21mm
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COUNTERSUNK HOLE FOR LAG SCREW
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HOLE FOR ANCHOR BOLT
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BEARING PLATE
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BEARING PLATE DETAIL
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5
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S5
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S5
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SCALE : 1:5
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500mm
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400mm
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300mm
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200mm
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100mm
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0mm
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21mm DIA. THROUGH HOLE, TYPICAL
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HOLE FOR ANCHOR BOLT
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COUNTERSUNK HOLE FOR LAG SCREW
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20mm DEEP
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20mm DEEP
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DIA. TO SUIT
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DIA. TO SUIT
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DIA. TO SUIT
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DIA. TO SUIT
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21mm
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21mm
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BEARING PLATE
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BEARING PLATE DETAIL
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6
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S5
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S5
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SCALE : 1:5
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500mm
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400mm
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300mm
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200mm
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100mm
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0mm
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0
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ISSUED FOR TENDER
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MAR.31
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2017
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C
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C
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100
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C
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20mm
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0
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10
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60
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40
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80
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140
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120
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160
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200mm
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180
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Soumission
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no. du projet
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no. du dessin
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project number
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drawing no.
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Tender
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approved
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date
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drawn
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date
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designed
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date
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approuve
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dessine
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concu
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drawing
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project
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dessin
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projet
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revisions
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date
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PCA B1 (2004)
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Administrateur de projets APC
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PCA Project Manager
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DAUPHIN BRIDGE
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REPLACEMENT
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FORTRESS OF LOUISBOURG
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NATIONAL HISTORIC SITE
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LOUISBOURG, NS
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NEW STRUCTURE
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WEST ABUTMENT
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DETAIL
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AND SECTIONS
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R. KEEFE
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DECEMBER 2016
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J. BENNETT
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DECEMBER 2016
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G.L. MacDONALD
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JANUARY 2017
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20170115
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S5
HARBOURSIDEE n g i n e e r i n g C o n s u l t a n t s
Parks
Canada
Parcs
Canada
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5
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NEW 100mm WIDE x 25mm THK. TIMBER DIAGONAL BRACE LET IN TO TOP OF STRINGERS AND HEADER BEAM
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Q
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S6
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S6
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DETAIL OF DRAWBRIDGE AT LIFTING HOOK
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8
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S4
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S6
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SCALE : 1:10
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1000mm
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900
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800
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700
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600
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500
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400
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300
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200
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100
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0mm
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DRAWBRIDGE HEADER BEAM
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CAP BEAM
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DRAWBRIDGE EXTERIOR STRINGER
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177±
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177±
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177±
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177±
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216mm x 241mm TIMBER HEADER BEAM (3300mm LONG) NOTCHED FOR STRINGERS
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241mm x 216mm TIMBER T-SUPPORT BELOW
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INTERIOR STRINGER
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EXTERIOR STRINGER
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66
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66
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16mm DIA. x 200mm LONG LAG SCREW
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216mm x 241mm TIMBER CAP BEAM
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EXISTING WROUGHT IRON STRINGER/HEADER STRAPS TO BE REUSED FOR PERIOD APPEARANCE ONLY. NOT SHOWN, FOR CLARITY. TIMBER DECKING NOT SHOWN, FOR CLARITY.
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16mm DIA. x 200mm LONG LAG SCREW FOR DIAGONAL BRACE TYPICAL ALL STRINGERS
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EXISTING WROUGHT IRON DRAWBRIDGE LIFTING HOOK ASSEMBLY TO BE RE-USED
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NEW 165mm x 165mm TIMBER HANDRAIL POST
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OUTLINE OF NEW TIMBER HANDRAIL ABOVE, TYPICAL
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NEW TIMBER HANDRAIL, TYPICAL
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50
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50
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INTERIOR STRINGER
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16mm DIA. x 200mm LONG LAG SCREW
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P
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S6
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S6
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GUIDE BLOCK
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DRAWBRIDGE INTERIOR STRINGER
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110mm WIDE NOTCH IN UNDERSIDE OF HEADER FOR GUIDE BLOCK
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100mm x 75mm x 350mm LONG HARDWOOD TIMBER GUIDE BLOCK TYPICAL
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6
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DRAWBRIDGE PIVOT PIN /HEADER BEAM
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L
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S6
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S6
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DETAIL OF DRAWBRIDGE PIVOT PIN
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7
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S4
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S6
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SCALE : 1:10
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1000mm
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900
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800
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700
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600
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500
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400
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300
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200
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100
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0mm
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CARRIAGE THROUGH BOLT. SIZE AND SPACING TO BE CONFIRMED BY CONTRACTOR
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EXISTING WROUGHT IRON PIVOT PIN ASSEMBLY TO BE RE-USED. UPPER LEG TO BE EMBEDDED INTO TOP OF TIMBER BEAM
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NEW 165mm x 165mm TIMBER HANDRAIL POST
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70 CLEAR
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70 CLEAR
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NEW TIMBER HANDRAIL, TYPICAL
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M
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S6
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S6
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EDGE OF EXISTING STONE WALL THRESHOLD
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16mm DIA. x 200mm LONG LAG SCREW, TYPICAL FOR DRAWBRIDGE STRINGERS
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EXTERIOR STRINGER
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INTERIOR STRINGER
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NEW 100mm WIDE x 25mm THK. TIMBER DIAGONAL BRACE LET IN TO TOP OF STRINGERS AND HEADER BEAM
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50
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50
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NEW 279mm x 279mm TIMBER HEADER BEAM (*2945mm LONG) NOTCHED FOR STRINGERS. SEE *NOTE ON DRAWING No. S4
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16mm DIA. x 200mm LONG LAG SCREW
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N
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S6
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S6
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119±
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119±
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119±
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119±
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19mm DIA. x 400mm LONG LAG SCREW THROUGH HEADER BEAM INTO END OF STRINGER, TYPICAL FOR ALL DRAWBRIDGE STRINGERS
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EXISTING WROUGHT IRON STRINGER/HEADER STRAPS TO BE REUSED FOR PERIOD APPEARANCE ONLY. NOT SHOWN, FOR CLARITY. TIMBER DECKING NOT SHOWN, FOR CLARITY.
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16mm DIA. x 200mm LONG LAG SCREW FOR DIAGONAL BRACE TYPICAL ALL STRINGERS
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OUTLINE OF TIMBER DECKING
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560± DECKING
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560± DECKING
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60mm MIN.
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60mm MIN.
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91 CLEAR GAP FOR
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91 CLEAR GAP FOR
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0.000m
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6
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NEW 165mm x 241mm TIMBER STRINGER c/w LAP JOINT CONNECTION TO TIMBER BEAM HEADER
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EXISTING STONE WALL EAST ABUTMENT
AutoCAD SHX Text
NEW 279mm x 279mm TIMBER HEADER BEAM (*2945mm LONG) NOTCHED FOR STRINGERS SEE *NOTE ON DRAWING No. S4
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DRAWBRIDGE PIVOT PIN
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CARRIAGE THROUGH BOLT. SIZE AND SPACING CONFIRMED BY CONTRACTOR
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NEW REMOVABLE TIMBER ASSEMBLY TO COVER GAP BUILD TO MATCH EXISTING
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EXISTING WROUGHT IRON PIVOT PIN ASSEMBLY LEG FASTENED TO UNDERSIDE OF TIMBER BEAM
AutoCAD SHX Text
EXISTING WROUGHT IRON PIVOT PIN ASSEMBLY TO BE RE-USED. UPPER LEG TO BE EMBEDDED INTO TOP OF NEW TIMBER HEADER BEAM
AutoCAD SHX Text
DRAWBRIDGE PIVOT PIN SECTION
AutoCAD SHX Text
L
AutoCAD SHX Text
S6
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S6
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SCALE : 1:10
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1000mm
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900
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800
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700
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600
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500
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400
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300
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200
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100
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0mm
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EDGE OF EXISTING STONE WALL THRESHOLD
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DRAWBRIDGE PIVOT PIN /HEADER BEAM
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54±
AutoCAD SHX Text
54±
AutoCAD SHX Text
54±
AutoCAD SHX Text
54±
AutoCAD SHX Text
54±
AutoCAD SHX Text
16mm DIA. x 200mm LONG LAG SCREW, TYPICAL
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50
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50
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241
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241
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100 LAP
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100 LAP
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19mm DIA. x 400mm LONG LAG SCREW, TYPICAL
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EXISTING WROUGHT IRON STRINGER/HEADER STRAPS TO BE REUSED FOR PERIOD APPEARANCE ONLY. NOT SHOWN, FOR CLARITY.
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100 LAP
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100 LAP
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LAP JOINT DETAIL
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DRAWBRIDGE PIVOT PIN
AutoCAD SHX Text
CARRIAGE THROUGH BOLT. SIZE AND SPACING CONFIRMED BY CONTRACTOR
AutoCAD SHX Text
TIMBER STRINGER (BEYOND)
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EXISTING WROUGHT IRON PIVOT PIN ASSEMBLY TO BE RE-USED. UPPER LEG TO BE EMBEDDED INTO TOP OF TIMBER BEAM
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54±
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54±
AutoCAD SHX Text
54±
AutoCAD SHX Text
54±
AutoCAD SHX Text
54±
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279
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279
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EXISTING DRAWBRIDGE PIVOT PIN CRADLE HOUSING
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EXISTING STONE WALL EAST ABUTMENT
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TIMBER STRINGER (BEYOND)
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SCALE : 1:10
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1000mm
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900
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800
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700
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600
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500
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400
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300
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200
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100
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0mm
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DRAWBRIDGE PIVOT PIN ASSEMBLY SECTION
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M
AutoCAD SHX Text
S6
AutoCAD SHX Text
S6
AutoCAD SHX Text
EXISTING WROUGHT IRON DRAWBRIDGE LIFTING HOOK ASSEMBLY TO BE RE-USED
AutoCAD SHX Text
CARRIAGE THROUGH BOLT. SIZE AND SPACING CONFIRMED BY CONTRACTOR
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241mm x 216mm TIMBER T-SUPPORT
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165mm x 165mm TIMBER T-SUPPORT BRACE EACH SIDE
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5
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216mm x 241mm TIMBER HEADER BEAM (3300mm LONG)
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216mm x 241mm TIMBER CAP BEAM
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DRAWBRIDGE LIFTING HOOK SECTION
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Q
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S6
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S6
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SCALE : 1:10
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1000mm
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900
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800
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700
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600
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500
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400
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300
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200
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100
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0mm
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216mm x 241mm TIMBER STRINGER c/w FULL WIDTH LAP JOINT OVER HEADER BEAM
AutoCAD SHX Text
EXISTING WROUGHT IRON STRINGER/HEADER STRAPS TO BE REUSED FOR PERIOD APPEARANCE ONLY. NOT SHOWN, FOR CLARITY.
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FACE OF EXISTING STONE WALL
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100mm x 100mm x 70mm THK. HARD WOOD SHIM c/w 18mm DIA. CENTERED HOLE TYPICAL (2 LOCATIONS)
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DRILL AND GROUT 16mm DIA. A307 THREADED ROD c/w 150mm EMBEDMENT, TYPICAL (2 LOCATIONS)
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150 MIN.
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150 MIN.
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70 CLEAR
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70 CLEAR
AutoCAD SHX Text
HANDRAIL POST CONNECTION SECTION
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N
AutoCAD SHX Text
S6
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S6
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SCALE : 1:10
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1000mm
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900
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800
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700
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600
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500
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400
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300
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200
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100
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0mm
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COUNTERSUNK HEAD COVERED BY BALUSTER TYPICAL (2 LOCATIONS)
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241mm x 216mm TIMBER T-SUPPORT
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165mm x 165mm TIMBER T-SUPPORT BRACE EACH SIDE
AutoCAD SHX Text
5
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216mm x 241mm TIMBER HEADER BEAM (NOTCH LOCALLY FOR GUIDE BLOCK)
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216mm x 241mm TIMBER CAP BEAM
AutoCAD SHX Text
DRAWBRIDGE GUIDE BLOCK SECTION
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P
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S6
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S6
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SCALE : 1:10
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1000mm
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900
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800
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700
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600
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500
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400
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300
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200
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100
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0mm
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350 GUIDE
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350 GUIDE
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350 GUIDE
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216mm x 241mm TIMBER STRINGER c/w FULL WIDTH LAP JOINT OVER HEADER BEAM
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16mm DIA. x 200mm LONG LAG SCREW
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50
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50
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75
AutoCAD SHX Text
75
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102
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102
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100mm x 75mm x 350mm LONG HARDWOOD TIMBER GUIDE BLOCK TYPICAL
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0
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ISSUED FOR TENDER
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MAR.31
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2017
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C
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C
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100
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C
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20mm
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0
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10
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60
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40
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80
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140
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120
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160
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200mm
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180
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Soumission
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no. du projet
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no. du dessin
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project number
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drawing no.
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Tender
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approved
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date
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drawn
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date
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designed
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date
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approuve
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dessine
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concu
AutoCAD SHX Text
drawing
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project
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dessin
AutoCAD SHX Text
projet
AutoCAD SHX Text
revisions
AutoCAD SHX Text
date
AutoCAD SHX Text
PCA B1 (2004)
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Administrateur de projets APC
AutoCAD SHX Text
PCA Project Manager
AutoCAD SHX Text
DAUPHIN BRIDGE
AutoCAD SHX Text
REPLACEMENT
AutoCAD SHX Text
FORTRESS OF LOUISBOURG
AutoCAD SHX Text
NATIONAL HISTORIC SITE
AutoCAD SHX Text
LOUISBOURG, NS
AutoCAD SHX Text
NEW STRUCTURE
AutoCAD SHX Text
DRAWBRIDGE
AutoCAD SHX Text
DETAILS
AutoCAD SHX Text
AND SECTIONS
AutoCAD SHX Text
R. KEEFE
AutoCAD SHX Text
DECEMBER 2016
AutoCAD SHX Text
J. BENNETT
AutoCAD SHX Text
DECEMBER 2016
AutoCAD SHX Text
G.L. MacDONALD
AutoCAD SHX Text
JANUARY 2017
AutoCAD SHX Text
20170115
AutoCAD SHX Text
S6
HARBOURSIDEE n g i n e e r i n g C o n s u l t a n t s
Parks
Canada
Parcs
Canada
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BRIDGE/STRINGER /COLUMN
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STRINGER /COLUMN
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19mm DIA. x 300mm LONG LAG SCREW. COUNTERSINK UNDERSIDE OF DECKING TYPICAL ALL STRINGERS
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25mm DEEP
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25mm DEEP
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R
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S7
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S7
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19mm DIA. x 450mm LONG LAG SCREW THROUGH TIMBER CAP BEAM INTO TIMBER COLUMN
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19mm DIA. x 450mm LONG LAG SCREW THROUGH TIMBER CAP BEAM INTO TIMBER COLUMN
AutoCAD SHX Text
TOP OF DECK: EL. 0.000m
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DETAIL OF SUPPORT COLUMN BENT
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9
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S4
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S7
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SCALE : 1:10
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1000mm
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900
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800
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700
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600
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500
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400
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300
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200
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100
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0mm
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FOR GRIDLINES 1 TO 4
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19mm DIA. x 450mm LONG LAG SCREW THROUGH TIMBER PLATE INTO TIMBER COLUMN, TYPICAL (5 LOCATIONS)
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SYMMETRICAL ABOUT BRIDGE CENTERLINE
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19mm DIA. x 450mm LONG HOOKED ANCHOR BOLT c/w 225mm PROJECTION TYPICAL ALL LOCATIONS
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216mm x 241mm TIMBER PLATE
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216mm x 241mm TIMBER CAP BEAM
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19mm DIA. x 450mm LONG LAG SCREW THROUGH TIMBER CAP BEAM INTO TIMBER COLUMN
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GROUT PAD POURED AFTER TIMBER PLATE IS INSTALLED
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200x200x25mm THK. GALVANIZED STEEL PLATE SHIM c/w 21mm DIA. CENTERED HOLE AT ALL ANCHORS. ADJUST THICKNESS TO ACHIEVE DESIRED ELEVATION
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75
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75
AutoCAD SHX Text
75
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75
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NOTCH DECKING AROUND HANDRAIL POST AS REQUIRED, TYPICAL
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19mm DIA. x 450mm LONG LAG SCREW THROUGH TIMBER PLATE INTO TIMBER COLUMN, TYPICAL (3 LOCATIONS)
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BRIDGE/STRINGER /COLUMN
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DETAIL OF SUPPORT COLUMN BENT
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10
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S4
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S7
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SCALE : 1:10
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1000mm
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900
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800
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700
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600
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500
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400
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300
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200
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100
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0mm
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AT GRIDLINE 5
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19mm DIA. x 450mm LONG HOOKED ANCHOR BOLT c/w 225mm PROJECTION TYPICAL ALL LOCATIONS
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75
AutoCAD SHX Text
75
AutoCAD SHX Text
75
AutoCAD SHX Text
75
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19mm DIA. x 450mm LONG LAG SCREW THROUGH TIMBER PLATE INTO TIMBER COLUMN, TYPICAL (7 LOCATIONS)
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25mm DEEP
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25mm DEEP
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S
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S7
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S7
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STRINGER /COLUMN
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SYMMETRICAL ABOUT BRIDGE CENTERLINE
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19mm DIA. x 450mm LONG LAG SCREW THROUGH TIMBER CAP BEAM INTO TIMBER COLUMN TYPICAL (7 LOCATIONS)
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216mm x 241mm TIMBER PLATE
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216mm x 241mm TIMBER CAP BEAM
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STRINGER /COLUMN
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216mm x 241mm TIMBER COLUMN TYPICAL (7 LOCATIONS)
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165mm x 165mm TIMBER T-SUPPORT BRACE EACH SIDE (5 LOCATIONS)
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GROUT PAD POURED AFTER TIMBER PLATE IS INSTALLED
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200x200x25mm THK. GALVANIZED STEEL PLATE SHIM c/w 21mm DIA. CENTERED HOLE AT ALL ANCHORS. ADJUST THICKNESS TO ACHIEVE DESIRED ELEVATION.
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STRINGER BETWEEN GRIDLINES 4 AND 5 (BEYOND)
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COLUMN/STRINGER (BEYOND)
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75
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75
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75
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75
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5
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FULL WIDTH
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FULL WIDTH
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FULL WIDTH
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FULL WIDTH
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FULL WIDTH
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FULL WIDTH
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19mm DIA. x 350mm LONG A307 THREADED ROD, COUNTERSUNK WITH WOODEN PLUG EACH END
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DRAWBRIDGE STRINGERS FASTENED TO HEADER USING 2-16mm DIA. x 200mm LONG LAG SCREWS, TYPICAL
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DRAWBRIDGE T-SUPPORT SECTION
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S
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S7
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S7
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SCALE : 1:10
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1000mm
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900
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800
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700
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600
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500
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400
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300
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200
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100
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0mm
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165mm x 165mm TIMBER T-SUPPORT BRACE EACH SIDE (5 LOCATIONS)
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25 TYPICAL NOTCH
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25 TYPICAL NOTCH
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25 TYPICAL NOTCH
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25 TYPICAL NOTCH
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241mm x 216mm TIMBER T-SUPPORT NOTCHED AS SHOWN (5 LOCATIONS)
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50
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50
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46mm DECK
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46mm DECK
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46mm DECK
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46mm DECK
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15mm
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15mm
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DRAWBRIDGE T-SUPPORT CONNECTION
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5
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241mm x 216mm TIMBER T-SUPPORT
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216mm x 241mm TIMBER CAP BEAM
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165mm x 241mm BRIDGE STRUCTURE TIMBER STRINGER
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216mm x 241mm TIMBER HEADER BEAM
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19mm DIA. x 250mm LONG LAG SCREW TYPICAL
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216
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216
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LAP JOINT DETAIL
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48 MIN. TYPICAL
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48 MIN. TYPICAL
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3
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1
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SECTION AT SUPPORT BENT CAP BEAM
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R
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S7
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S7
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SCALE : 1:10
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1000mm
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900
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800
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700
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600
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500
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400
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300
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200
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100
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0mm
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216mm x 241mm TIMBER CAP BEAM
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216mm x 241mm TIMBER COLUMN TYPICAL
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216mm x 241mm TIMBER STRINGER
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TYPICAL STRINGER LAP JOINT AT GRID LINES 1 AND 3 ONLY
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165mm x 165mm TIMBER HANDRAIL POST
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300mm LAP
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300mm LAP
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0
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ISSUED FOR TENDER
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MAR.31
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2017
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C
AutoCAD SHX Text
C
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100
AutoCAD SHX Text
C
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20mm
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0
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10
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60
AutoCAD SHX Text
40
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80
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140
AutoCAD SHX Text
120
AutoCAD SHX Text
160
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200mm
AutoCAD SHX Text
180
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Soumission
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no. du projet
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no. du dessin
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project number
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drawing no.
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Tender
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approved
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date
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drawn
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date
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designed
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date
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approuve
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dessine
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concu
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drawing
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project
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dessin
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projet
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revisions
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date
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PCA B1 (2004)
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Administrateur de projets APC
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PCA Project Manager
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DAUPHIN BRIDGE
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REPLACEMENT
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FORTRESS OF LOUISBOURG
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NATIONAL HISTORIC SITE
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LOUISBOURG, NS
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NEW STRUCTURE
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DETAILS
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AND SECTIONS
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R. KEEFE
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DECEMBER 2016
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J. BENNETT
AutoCAD SHX Text
DECEMBER 2016
AutoCAD SHX Text
G.L. MacDONALD
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JANUARY 2017
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20170115
AutoCAD SHX Text
S7
HARBOURSIDEE n g i n e e r i n g C o n s u l t a n t s
Parks
Canada
Parcs
Canada
AutoCAD SHX Text
1403
AutoCAD SHX Text
1403
AutoCAD SHX Text
165mm x 165mm TIMBER HANDRAIL POST c/w 25mm BEVEL (4 SIDES) TYPICAL ALL LOCATIONS EXCEPT GRID LINES 2 AND 4
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DETAIL OF TYPICAL HANDRAIL
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11
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S4
AutoCAD SHX Text
S8
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SCALE : 1:10
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1000mm
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900
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800
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700
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600
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500
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400
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300
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200
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100
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0mm
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216mm x 241mm TIMBER CAP BEAM TYPICAL
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165mm x 241mm TIMBER STRINGER TYPICAL
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165mm x 165mm TIMBER BRACE TYPICAL
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19mm DIA. x 200mm LONG LAG SCREW, COUNTERSUNK WITH WOODEN PLUG
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89mm x 89mm TIMBER BALUSTER TYPICAL
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54mm THK. TIMBER DECKING, TYPICAL
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54
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54
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25 TIMBER
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25 TIMBER
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133mm x 165mm UPPER TIMBER RAIL TO BE ROUNDED AS SHOWN TYPICAL
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133mm x 25mm THK. CONTINUOUS TIMBER PLATE TOP AND BOTTOM TYPICAL
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19mm DIA. x 300mm LONG LAG SCREW, COUNTERSUNK WITH WOODEN PLUG
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38mm LONG
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38mm LONG
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19mm DIA. x 450mm LONG LAG SCREW
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140mm x 165mm LOWER TIMBER RAIL, TYPICAL
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216mm x 241mm TIMBER POST
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TYPICAL 6mm CHAMFER FULL HEIGHT
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E4
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S8
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S8
AutoCAD SHX Text
133
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133
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BALUSTERS FASTENED TO TIMBER PLATE WITH 2-10 Ga. COUNTERSUNK WOOD SCREWS PER BALUSTER (TOP AND BOTTOM)
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50
AutoCAD SHX Text
50
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25 NOTCH
AutoCAD SHX Text
25 NOTCH
AutoCAD SHX Text
25 NOTCH
AutoCAD SHX Text
25 NOTCH
AutoCAD SHX Text
35
AutoCAD SHX Text
35
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4
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2
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TYPICAL HANDRAIL CONNECTIONS
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E4
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S8
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S8
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SCALE : 1:10
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1000mm
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900
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800
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700
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600
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500
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400
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300
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200
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100
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0mm
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75 TENON
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75 TENON
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75 TENON
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75 TENON
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65 TENON
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65 TENON
AutoCAD SHX Text
19mm DIA. WOODEN PEG
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65 TENON
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65 TENON
AutoCAD SHX Text
65 TENON
AutoCAD SHX Text
65 TENON
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19mm DIA. WOODEN PEG
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19mm DIA. WOODEN PEG
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35
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35
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2-12d PERIOD NAILS AT 75mm o.c. ACROSS BALUSTER RAIL SPACED AS SHOWN (TOP AND BOTTOM)
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ALL WOODEN PEGS MUST GO THROUGH ALL TIMBER MATERIAL TO CREATE POSITIVE CONNECTION
AutoCAD SHX Text
5
AutoCAD SHX Text
4
AutoCAD SHX Text
3
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2
AutoCAD SHX Text
1
AutoCAD SHX Text
225 TYPICAL
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225 TYPICAL
AutoCAD SHX Text
19mm DIA. x 450mm LONG HOOKED ANCHOR BOLT TYPICAL
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EL. -3.831m
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TYPICAL LINE OF EXCAVATION
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APPROXIMATE LINE OF WET MOAT BOTTOM
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TYPICAL REINFORCED CONCRETE FOUNDATION
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12
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S4
AutoCAD SHX Text
S8
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SCALE : 1:10
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1000mm
AutoCAD SHX Text
900
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800
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700
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600
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500
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400
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300
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200
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100
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0mm
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216mm x 241mm TIMBER PLATE
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TYPICAL KEYWAY
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1
AutoCAD SHX Text
1
AutoCAD SHX Text
EL. -2.581m
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75 TYP.
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75 TYP.
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15M DOWELS AT 300 o.c. (MAX.)
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300
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250
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WEST ABUTMENT REINFORCING
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14
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S5
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S8
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SCALE : 1:10
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1000mm
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900
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800
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700
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600
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500
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400
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300
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200
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100
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0mm
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TYPICAL KEYWAY SEE DETAIL 12/S8
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4-15M CONT.
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4-15M CONT.
AutoCAD SHX Text
75 TYP.
AutoCAD SHX Text
75 TYP.
AutoCAD SHX Text
75 TYP.
AutoCAD SHX Text
75 TYP.
AutoCAD SHX Text
75 TYP.
AutoCAD SHX Text
75 TYP.
AutoCAD SHX Text
15M DOWELS AT 300 o.c. (MAX.)
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275
AutoCAD SHX Text
725
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CONCRETE FOUNDATION REINFORCING
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13
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S8
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S8
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SCALE : 1:10
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1000mm
AutoCAD SHX Text
900
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800
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700
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600
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500
AutoCAD SHX Text
400
AutoCAD SHX Text
300
AutoCAD SHX Text
200
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100
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0mm
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19mm DIA. x 450mm LONG HOOKED ANCHOR BOLT TYPICAL
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225mm TYPICAL
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225mm TYPICAL
AutoCAD SHX Text
15M STR. BARS AT 300 o.c. (MAX.) EACH FACE
AutoCAD SHX Text
TYPICAL DECKING CONNECTION
AutoCAD SHX Text
15
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S8
AutoCAD SHX Text
S8
AutoCAD SHX Text
SCALE : 1:10
AutoCAD SHX Text
1000mm
AutoCAD SHX Text
900
AutoCAD SHX Text
800
AutoCAD SHX Text
700
AutoCAD SHX Text
600
AutoCAD SHX Text
500
AutoCAD SHX Text
400
AutoCAD SHX Text
300
AutoCAD SHX Text
200
AutoCAD SHX Text
100
AutoCAD SHX Text
0mm
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2-20d PERIOD NAILS PER DECK BOARD (INSTALLED ON ALL STRINGER CENTERLINES) SPACED AS SHOWN, TYPICAL
AutoCAD SHX Text
±54
AutoCAD SHX Text
±54
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165mm x 241mm TIMBER STRINGER
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38mm DEEP
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38mm DEEP
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GLUE ROUND WOODEN PLUG INTO COUNTERSUNK HOLE THEN CUT AND SAND FLUSH WITH TIMBER SURFACE
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COUNTERSINK
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COUNTERSINK
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COUNTERSINK
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COUNTERSINK
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TYPICAL WOODEN PLUG
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16
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S8
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S8
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SCALE : 1:5
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500mm
AutoCAD SHX Text
400mm
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300mm
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200mm
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100mm
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0mm
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TYPICAL FASTENER
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0
AutoCAD SHX Text
ISSUED FOR TENDER
AutoCAD SHX Text
MAR.31
AutoCAD SHX Text
2017
AutoCAD SHX Text
C
AutoCAD SHX Text
C
AutoCAD SHX Text
100
AutoCAD SHX Text
C
AutoCAD SHX Text
20mm
AutoCAD SHX Text
0
AutoCAD SHX Text
10
AutoCAD SHX Text
60
AutoCAD SHX Text
40
AutoCAD SHX Text
80
AutoCAD SHX Text
140
AutoCAD SHX Text
120
AutoCAD SHX Text
160
AutoCAD SHX Text
200mm
AutoCAD SHX Text
180
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Soumission
AutoCAD SHX Text
no. du projet
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no. du dessin
AutoCAD SHX Text
project number
AutoCAD SHX Text
drawing no.
AutoCAD SHX Text
Tender
AutoCAD SHX Text
approved
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date
AutoCAD SHX Text
drawn
AutoCAD SHX Text
date
AutoCAD SHX Text
designed
AutoCAD SHX Text
date
AutoCAD SHX Text
approuve
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dessine
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concu
AutoCAD SHX Text
drawing
AutoCAD SHX Text
project
AutoCAD SHX Text
dessin
AutoCAD SHX Text
projet
AutoCAD SHX Text
revisions
AutoCAD SHX Text
date
AutoCAD SHX Text
PCA B1 (2004)
AutoCAD SHX Text
Administrateur de projets APC
AutoCAD SHX Text
PCA Project Manager
AutoCAD SHX Text
DAUPHIN BRIDGE
AutoCAD SHX Text
REPLACEMENT
AutoCAD SHX Text
FORTRESS OF LOUISBOURG
AutoCAD SHX Text
NATIONAL HISTORIC SITE
AutoCAD SHX Text
LOUISBOURG, NS
AutoCAD SHX Text
NEW STRUCTURE
AutoCAD SHX Text
DETAILS AND
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BOREHOLE RECORD
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R. KEEFE
AutoCAD SHX Text
DECEMBER 2016
AutoCAD SHX Text
J. BENNETT
AutoCAD SHX Text
DECEMBER 2016
AutoCAD SHX Text
G.L. MacDONALD
AutoCAD SHX Text
JANUARY 2017
AutoCAD SHX Text
20170115
AutoCAD SHX Text
S8
AutoCAD SHX Text
BOREHOLE BH09-03
HARBOURSIDEE n g i n e e r i n g C o n s u l t a n t s
Parks
Canada
Parcs
Canada
AutoCAD SHX Text
420
AutoCAD SHX Text
420
AutoCAD SHX Text
2495
AutoCAD SHX Text
2495
AutoCAD SHX Text
152
AutoCAD SHX Text
152
AutoCAD SHX Text
BASCULE/STONE WALL OPENING
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152
AutoCAD SHX Text
152
AutoCAD SHX Text
152
AutoCAD SHX Text
152
AutoCAD SHX Text
152
AutoCAD SHX Text
152
AutoCAD SHX Text
152
AutoCAD SHX Text
152
AutoCAD SHX Text
DETAIL OF DRAWBRIDGE BASCULE
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17
AutoCAD SHX Text
S4
AutoCAD SHX Text
S9
AutoCAD SHX Text
SCALE : 1:10
AutoCAD SHX Text
1000mm
AutoCAD SHX Text
900
AutoCAD SHX Text
800
AutoCAD SHX Text
700
AutoCAD SHX Text
600
AutoCAD SHX Text
500
AutoCAD SHX Text
400
AutoCAD SHX Text
300
AutoCAD SHX Text
200
AutoCAD SHX Text
100
AutoCAD SHX Text
0mm
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EXISTING WROUGHT IRON HOOK AND STRAP TO BE REMOVED FROM EXISTING BASCULE AND REUSED ON NEW CONSTRUCTION TYPICAL
AutoCAD SHX Text
T
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S9
AutoCAD SHX Text
S9
AutoCAD SHX Text
458±
AutoCAD SHX Text
458±
AutoCAD SHX Text
458±
AutoCAD SHX Text
458±
AutoCAD SHX Text
1072±
AutoCAD SHX Text
1072±
AutoCAD SHX Text
1072±
AutoCAD SHX Text
1072±
AutoCAD SHX Text
75
AutoCAD SHX Text
75
AutoCAD SHX Text
1072±
AutoCAD SHX Text
1072±
AutoCAD SHX Text
1072±
AutoCAD SHX Text
1072±
AutoCAD SHX Text
EXISTING WROUGHT IRON STRAP, EYE ASSEMBLY AND PULLING CHAIN TO BE REMOVED FROM EXISTING BASCULE AND REUSED ON NEW CONSTRUCTION TYPICAL
AutoCAD SHX Text
75
AutoCAD SHX Text
75
AutoCAD SHX Text
75
AutoCAD SHX Text
75
AutoCAD SHX Text
U
AutoCAD SHX Text
S9
AutoCAD SHX Text
S9
AutoCAD SHX Text
25mm NOTCH
AutoCAD SHX Text
25mm NOTCH
AutoCAD SHX Text
25mm NOTCH
AutoCAD SHX Text
25mm NOTCH
AutoCAD SHX Text
NEW 267mm x 267mm TIMBERS TYPICAL ALL LOCATIONS
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MIDDLE TIMBER CROSS BRACE
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TIMBER CROSS BRACE
AutoCAD SHX Text
TIMBER CROSS BRACE /PIVOT PIN
AutoCAD SHX Text
4-16mm DIA. x 200mm LONG LAG SCREWS c/w WOODEN PLUGS AT HALF LAP JOINT
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25mm NOTCH
AutoCAD SHX Text
25mm NOTCH
AutoCAD SHX Text
25mm NOTCH
AutoCAD SHX Text
25mm NOTCH
AutoCAD SHX Text
SECTION AT CHAMFER
AutoCAD SHX Text
T
AutoCAD SHX Text
S9
AutoCAD SHX Text
S9
AutoCAD SHX Text
SCALE : 1:10
AutoCAD SHX Text
1000mm
AutoCAD SHX Text
900
AutoCAD SHX Text
800
AutoCAD SHX Text
700
AutoCAD SHX Text
600
AutoCAD SHX Text
500
AutoCAD SHX Text
400
AutoCAD SHX Text
300
AutoCAD SHX Text
200
AutoCAD SHX Text
100
AutoCAD SHX Text
0mm
AutoCAD SHX Text
27mm
AutoCAD SHX Text
27mm
AutoCAD SHX Text
27mm
AutoCAD SHX Text
27mm
AutoCAD SHX Text
EXISTING WROUGHT IRON HOOK AND STRAP TO BE REMOVED FROM EXISTING BASCULE AND REUSED ON NEW CONSTRUCTION TYPICAL
AutoCAD SHX Text
EXISTING WROUGHT IRON PIVOT PIN ASSEMBLY TO BE REMOVED FROM EXISTING BASCULE AND REUSED ON NEW CONSTRUCTION TYPICAL
AutoCAD SHX Text
EXISTING WROUGHT IRON BARREL BOLT AND EYE BOLT TO BE REMOVED FROM EXISTING BASCULE AND REUSED ON NEW CONSTRUCTION (LOCATION TO BE CONFIRMED ON SITE DURING CONSTRUCTION), TYPICAL
AutoCAD SHX Text
BASCULE PLAN VIEW
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NEW DRAWBRIDGE CHAIN. SEE GENERAL NOTE 17 ON DRAWING No. S1, TYPICAL BOTH SIDES
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APPROXIMATE OUTLINE OF FORTRESS WALL
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EXISTING WROUGHT IRON STRAP, EYE ASSEMBLY AND PULLING CHAIN TO BE REMOVED FROM EXISTING BASCULE AND REUSED ON NEW CONSTRUCTION TYPICAL
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MIDDLE TIMBER CROSS BRACE
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TIMBER CROSS BRACE
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TIMBER CROSS BRACE /PIVOT PIN
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APPROXIMATE OUTLINE OF FORTRESS WALL
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NEW DRAWBRIDGE CHAIN TYPICAL BOTH SIDES
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EXISTING PIN CRADLE TO REMAIN TYPICAL BOTH SIDES
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APPROXIMATE OUTLINE OF FORTRESS WALL ABOVE
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DRAWBRIDGE NOT SHOWN, FOR CLARITY
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458±
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458±
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458±
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458±
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75
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75
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75
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75
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NEW 267mm x 267mm TIMBER RAIL CHAMFERED IN THIS LOCATION SEE SECTION T/S9, TYPICAL
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EXISTING WROUGHT IRON PIVOT PIN ASSEMBLY TO BE REMOVED FROM EXISTING BASCULE AND REUSED ON NEW CONSTRUCTION TYPICAL
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19mm DIA. x 350mm LONG LAG SCREW c/w WOODEN PLUG. SEE DETAIL 16/S8. TYPICAL ALL LOCATIONS (U.N.O.)
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CARRIAGE THROUGH BOLT. SIZE AND SPACING TO BE CONFIRMED BY THE CONTRACTOR TYPICAL
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NEW 267mm x 267mm LONGITUDINAL TIMBER ON CENTERLINE OF BASCULE NOTCHED FOR FULL WIDTH HALF LAP JOINT
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NEW 267mm x 267mm MIDDLE TIMBER CROSS BRACE NOTCHED FOR FULL WIDTH HALF LAP JOINT
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MIDDLE TIMBER CROSS BRACE
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SECTION AT HALF LAP JOINT
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U
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S9
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S9
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SCALE : 1:5
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500mm
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400mm
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300mm
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200mm
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100mm
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0mm
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4-16mm DIA. x 200mm LONG LAG SCREWS c/w WOODEN PLUGS. SEE DETAIL 16/S8
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0
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ISSUED FOR TENDER
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MAR.31
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2017
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C
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C
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100
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C
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20mm
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0
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10
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60
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40
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80
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140
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120
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160
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200mm
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180
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Soumission
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no. du projet
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no. du dessin
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project number
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drawing no.
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Tender
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approved
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date
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drawn
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date
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designed
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date
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approuve
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dessine
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concu
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drawing
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project
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dessin
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projet
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revisions
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date
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PCA B1 (2004)
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Administrateur de projets APC
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PCA Project Manager
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DAUPHIN BRIDGE
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REPLACEMENT
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FORTRESS OF LOUISBOURG
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NATIONAL HISTORIC SITE
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LOUISBOURG, NS
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DRAWBRIDGE BASCULE
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PLAN, SIDE VIEW
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AND SECTIONS
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R. KEEFE
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MARCH 2017
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J. BENNETT
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MARCH 2017
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G.L. MacDONALD
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20170115
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S9
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BASCULE NOTES: 1.ALL DIMENSIONS TO BE VERIFIED ON SITE BY THE CONTRACTOR ALL DIMENSIONS TO BE VERIFIED ON SITE BY THE CONTRACTOR PRIOR TO DEMOLITION OF EXISTING BASCULE. 2.ALL CONNECTIONS OF WROUGHT IRON MEMBERS TO BE REPLACED ALL CONNECTIONS OF WROUGHT IRON MEMBERS TO BE REPLACED WITH NEW CARRIAGE BOLTS. SIZE AND SPACING TO BE CONFORMED BY THE CONTRACTOR. 3.ALL LAG SCREWS TO BE CENTERED ON THE CONNECTION (U.N.O.).ALL LAG SCREWS TO BE CENTERED ON THE CONNECTION (U.N.O.).
