STE. ANNE PEDESTRIAN BRIDGE. 24.4m LONG x 2.4m WIDTH

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4 STE. ANNE PEDESTRIAN BRIDGE 4.4m LONG x.4m WIDTH TOWN OF STE. ANNE, MANITOBA An Company algonquinbridge.com WIDTH SPAN.4 METERS SERIAL NUMBER 4.4 METERS DATE OF MANUFACTURE VEHICLE LOADING AUGUST kpa FABRICATED FOR TOWN OF STE. ANNE, MANITOBA IDENTIFICATION PLAQUE DRAWING LIST X COVER SHEET GENERAL ASSEMBLY ASSEMBLY S TOWN OF STE. ANNE July 4, 07 ISO 768-m STE. ANNE PEDESTRIAN BRIDGE 4.4m LONG x.4m WIDTH BOWSTRING PEDESTRIAN BRIDGE COVER SHEET AS NOTED D.A.M. 04/07/07 J.L.D. 04/07/

5 DECK PLAN SCALE: :40 ELEVATION SCALE: :40 SECTION SCALE: :0 SECTION SCALE: :0 SECTION SCALE: :0 NOT FOR CONSTRUCTION TOWN OF STE. ANNE STE. ANNE PEDESTRIAN BRIDGE D.A.M. J.L.D. AS NOTED 04/07/07 ISO 768-m 4.4m LONG x.4m WIDTH BOWSTRING PEDESTRIAN BRIDGE GENERAL ASSEMBLY /07/07 00

6 CLOSURE ANGLE HOLE PATTERN FLOOR BEAM TO TRUSS TYPICAL END CAPS E.O.B. THRESHOLD TO STRINGERS PLANK NAILING LAYOUT SCALE: :0 SWAYBRACE CONNECTION CHORD SHOP SPLICE CONNECTION E.O.B. FLOOR BEAM CONNECTION PICKET CONNECTION GUARD TO VERTICAL CONNECTION CHORD SPLICE PLATE TYPICAL BEARING PLATE WELDING TO END POST BEARING PLATE - FIXED BEARING PLATE - SLIDING DIAGONAL SPLICE PLATE NOT FOR CONSTRUCTION TOWN OF STE. ANNE STE. ANNE PEDESTRIAN BRIDGE D.A.M. J.L.D. AS NOTED 04/07/07 ISO 768-m 4.4m LONG x.4m WIDTH BOWSTRING PEDESTRIAN BRIDGE GENERAL ASSEMBLY /07/07 0

7 LCL-BRIDGE PRODUCTS TECHNOLOGY INC. "Engineering tomorrow's bridge, today" REVISION HISTORY REV DATE DESCRIPTION BY 0 07/07/3 ISSUED FOR APPROVAL K.L.D. 07/08/03 ISSUED FOR APPROVAL K.L.D. SAINTE-ANNE - MANITOBA TITLE : ELASTOMERIC BEARINGS LEGEND PAGE TITLE TITLE & LEGEND INSTALLATION GUIDE, INSTALLATION TOLERANCES & GENERAL NOTES 3 NOMENCLATURE 4 TECHNICAL DATA 5 MODEL: L-ELN-85 F 6 MODEL: L-ELN-95 M CLIENT : CONSULTANT : MODEL: L-ELN-95 M LCL-FILE : 9-R LCL-BRIDGE PRODUCTS TECHNOLOGY INC. PROVOST STREET, OFFICE #35 LACHINE, QUEBEC, CANADA H8S 4H CERTIFICATION: CWB - W47., DIV. CWB - W86M SGS - ISO TELEPHONE: FAX: PROJECT 9-R LCL BRIDGE PRODUCTS TECHNOLOGY INC Karim Ladicani, P. Eng. TEMPLATE _06

8 INSTALLATION GUIDE AND TOLERANCES. GENERAL REQUIREMENTS: - BEARINGS SHALL BE PROTECTED FROM DAMAGE OR DISTORTION DURING HANDLING, TRANSPORTATION, STORAGE AND INSTALLATION AND KEPT CLEAN AND FREE OF ALL DELETERIOUS MATTER AND CONTAMINANTS INCLUDING MOISTURE AND DUST. - TEMPORARY ASSEMBLY DEVICES IF APPLICABLE ARE PROVIDED TO MAINTAIN CORRECT ORIENTATION OF THE PARTS DURING HANDLING, TRANSPORTATION, STORAGE AND INSTALLATION. THESE TEMPORARY DEVICES SHALL NOT BE USED FOR SLIDING OR SUSPENDING THE BEARINGS. - BEARINGS SHALL BE INSTALLED IN ACCORDANCE WITH THE PROCEDURE APPROVED BY THE CONSULTANT, TOLERANCES OF INSTALLATION SPECIFIED BY LCL TO BE RESPECTED. BEARINGS WHICH HAVE BEEN PRE-ASSEMBLED SHALL NOT BE DISMANTLED, EXCEPT WITH WRITTEN APPROVAL OF LCL. - AFTER INSTALLATION, BEARINGS AND THEIR SURROUNDING AREA SHOULD BE LEFT CLEAN.. POSITIONING & ELEVATION OF THE BEARINGS: - THE BEARINGS SHALL BE LOCATED SO THAT THEIR CENTER LINES ARE WITHIN ± 3 MM OF THEIR CORRECT POSITIONS. - THE TOP OF THE BEARING SHALL BE SET AT THE THEORETICAL ELEVATIONS WITHIN THE FOLLOWING TOLERANCES. BEARING CORRECT POSITION GIRDER STEEL GIRDER +3 mm -0 mm STEEL BOX + mm GIRDER - 0 mm CONCRETE GIRDER.5 mm 5. SITE WELDING: ALL SITE WELDING SHALL BE DONE IN SEQUENCES TO ALLOW FOR THE COOLING AND SO AVOID WARPING OF THE PLATE. CARE SHALL BE TAKEN IN ORDER NOT TO OVERHEAT THE BEARING, IN PARTICULAR THE TEFLON AND RUBBER COMPONENTS. BEARING SURFACES SHALL BE PROTECTED AGAINST WELDING SPATTER. FOR WELDING, THE FOLLOWING NOTES SHALL BE CONSIDERED: A) WELDING PROCEDURES SHALL BE SUBMITTED BY THE CONTRACTOR AND APPROVED BY THE CONSULTANT; B) TEMPERATURE MEASUREMENTS SHALL BE TAKEN ON SITE DURING WELDING. INFORMATION SHALL BE KEPT ON FILE FOR FUTURE REFERENCE; C) TO PREVENT DAMAGE TO THE TEFLON OR RUBBER COMPONENTS, TEMPERATURE OF THE PLATES IN CONTACT WITH RUBBER AND/OR TEFLON SHALL NOT EXCEED FORTY DEGREES CELSIUS (40 C) DURING WELDING. IF BEARING DOES NOT HAVE ANY TEFLON COMPONENT, TEMPERATURE OF THE PLATES IN CONTACT WITH RUBBER SHALL NOT EXCEED EIGHTY DEGREES CELSIUS (80 C). GENERAL NOTES. BEARINGS ARE DESIGNED IN ACCORDANCE WITH THE BRIDGE DESIGN CODE, CAN/CSA-S6-4.. TOLERANCES OF FABRICATION ARE IN ACCORDANCE WITH CAN/CSA-S BEARINGS ARE TO BE INSTALLED IN ACCORDANCE TO THE PROCEDURE APPROVED BY THE CONSULTANT. THE INSTALLATION TOLERANCES SPECIFIED BY LCL ARE TO BE RESPECTED. 4. CONTRACTOR SHOULD ACCOMMODATE NECESSARY ON SITE MODIFICATIONS TO ACCOUNT FOR LCL CURRENT BEARING'S HEIGHT & ANCHOR'S POSITION. 5. ALL DIMENSIONS ARE IN mm, UNLESS SPECIFIED OTHERWISE. - BEARINGS SHOULD BE SET LEVELED WITHIN A TOLERANCE OF ±0. IN ANY DIRECTION. BEARING HORIZONTAL LINE 3. GROUT PAD ELEVATION: - THE ELEVATION OF THE GROUT PAD SHALL TAKE INTO ACCOUNT THE ACTUAL HEIGHT OF THE BEARING. THE BEARINGS' HEIGHTS ARE SHOWN IN THE TABLE "TECHNICAL DATA". 4. GROUTING: - PADS AND GROUT POCKETS SHALL BE GROUTED WITH NON-SHRINK GROUT AS PER CONTRACT SPECIFICATIONS. SIKA FLOWABLE GROUT CAN BE RECOMMENDED. GROUT PAD TO BE 75MM CLEAR ALL AROUND. LCL Bridge Products Technology inc., Provost street, Office #35, Lachine, Qc, Canada, H8S 4H Phone: , Fax: Project: Title: SAINTE-ANNE - MANITOBA INSTALLATION GUIDE, INSTALLATION TOLERANCES & GENERAL NOTES Consultant: Client: Drafting by: K.L.D. Date: 07/08/03 Drawing #: 9- Page: / 6 TEMPLATE _06

9 ITEM DESCRIPTION MATERIAL SPECIFICATION CORR. PROT. ELN ELASTOMERIC BEARING NATURAL RUBBER: DURO 55 +/-5 (SHORE A) IN ACCORDANCE WITH CAN/CSA-S6-4.LAMINATES: ASTM A 0 Gr. 36 N/A ELN- LAMINATE MODEL: L-ELN-95 M SCALE : 4 LCL Bridge Products Technology inc., Provost street, Office #35, Lachine, Qc, Canada, H8S 4H Phone: , Fax: Project: Title: SAINTE-ANNE - MANITOBA NOMENCLATURE Consultant: Client: Drafting by: K.L.D. Date: 07/08/03 Drawing #: 9-3 Page: 3 / 6 TEMPLATE _06

10 TECHNICAL DATA MODEL L-ELN-85 L-ELN-95 TYPE FIXED EXPANSION BEARING'S MARK F M ELASTOMER DIMENSIONS 50x75x70 80x75x78 QUANTITY PARAMETER VERT. LOAD - SLS VERT. LOAD - ULS LONGITUDINAL LOAD* TRANSVERSE LOAD* LONGITUDINAL MVT TRANSVERSAL MVT ROTATION HEIGHT ** WEIGHT/UNIT UNIT SPEC CAPACITY SPEC CAPACITY DL kn DL + LL kn DL kn DL + LL kn SLS kn ULS kn SLS kn ULS kn mm ±5 mm SLS rad ULS rad mm lbs 5 0 TOTAL WEIGHT lbs lbs * HORIZONTAL LOAD RESTRAINT DESIGNED AND SUPPLIED BY OTHERS. LCL'S RESPONSIBILITY IS LIMITED TO FABRICATION OF ELASTOMERIC PAD ONLY. ** TOLERANCE: -0/+6 mm, TOTAL HEIGHT OF ELASTOMERIC BEARING IS TAKEN AT CENTERLINE. LCL Bridge Products Technology inc., Provost street, Office #35, Lachine, Qc, Canada, H8S 4H Phone: , Fax: Project: Title: SAINTE-ANNE - MANITOBA TECHNICAL DATA Consultant: Client: Drafting by: K.L.D. Date: 07/08/03 Drawing #: 9-4 Page: 4 / 6 TEMPLATE _06

11 MODEL: L-ELN-85 F TOTAL: REQ. ITEM ELN- QTY TOTAL QTY. 50 x 75 x 70 DESCRIPTION NOTES GIRDER (LONG.) 75 ELN BEARING A 6 ELN- A 4 ALL AROUND PLAN VIEW SCALE : TYP BEARING SOLE PLATE DESIGNED AND SUPPLIED "BY OTHERS" 3.0 TYP. B SECTION A-A SCALE : 4 SIDE VIEW SCALE : 4 STOPPER BARS 9.5 x 9.5 WELDED TO SOLE PLATE SUPPLIED "BY OTHERS" 6 B SCALE : 6 mm ALL AROUND LCL Bridge Products Technology inc., Provost street, Office #35, Lachine, Qc, Canada, H8S 4H Phone: , Fax: Project: Title: SAINTE-ANNE - MANITOBA MODEL: L-ELN-85 F Consultant: Client: Drafting by: K.L.D. Date: 07/08/03 Drawing #: 9-5 Page: 5 / 6 TEMPLATE _06

12 MODEL: L-ELN-95 M TOTAL: REQ. ITEM ELN- QTY TOTAL QTY. 80 x 75 x 78 DESCRIPTION NOTES GIRDER (LONG.) 75 ELN LONGITUDINAL MOVEMENT BEARING ELN- C C 4 ALL AROUND 6 PLAN VIEW SCALE : BEARING SOLE PLATE DESIGNED AND SUPPLIED "BY OTHERS".73 TYP. D STOPPER BARS 9.5 x 9.5 WELDED TO SOLE PLATE SUPPLIED "BY OTHERS" TYP. SECTION C-C SCALE : 4 SIDE VIEW SCALE : 4 D SCALE : 6 mm ALL AROUND LCL Bridge Products Technology inc., Provost street, Office #35, Lachine, Qc, Canada, H8S 4H Phone: , Fax: Project: Title: SAINTE-ANNE - MANITOBA MODEL: L-ELN-95 M Consultant: Client: Drafting by: K.L.D. Date: 07/08/03 Drawing #: 9-6 Page: 6 / 6 TEMPLATE _06

13 UNDERHUNG - CONCRETE DECK AGAINST CHORD FACE BOX TRUSS UNDERHUNG H-SECTION TYPICAL TRUSS SPLICE TYPICAL STRINGER SPLICE PEDESTRIAN BRIDGE INSTALLATION GUIDE ISO 768-m REV.0 N.T.S. D.A.M. J.L.D. 5/0/07 5/0/07