87

01

2

1. DRAWING SHALL BE READ IN CONJUNCTION WITH ALL OTHER CONTRACTDRAWINGS AND SPECIFICATIONS.

2. STONE: AS PER SPECIFICATION3. MORTAR REQUIREMENTS: AS PER SPECIFICATION4. GROUT REQUIREMENTS: AS PER SPECIFICATION5. CLASS OF CONCRETE:

· VERTICAL CONCRETE REPAIRS/REFACING: 35 MPA· HORIZONTAL CONCRETE REPAIRS/OVERLAY: 35 MPA· OVERHEAD CONCRETE REPAIRS: 35 MPA

6. CLEAR COVER TO REINFORCING STEEL:· FOOTINGS - 100±25mm· REMAINDER - 70±20mm (UNLESS NOTED OTHERWISE)

7. ALL NEW REINFORCING STEEL:· GALVANIZED REINFORCING: GRADE 400W (WELDABLE)· STAINLESS: MINIMUM GRADE 420 MPA· PREFIX 'S' DENOTES STAINLESS REINFORCING.· PREFIX 'G' DENOTES GALVANIZED REINFORCING.· CLASS 'B' TENSIONS SPLICE UNLESS OTHERWISE NOTED.· HIGH STRENGTH BARS TO ASTM A772 GRADE 150.· HOT DIP GALVANIZING SHALL BE IN ACCORDANCE WITH

CAN/CSA-G164-M92 (R2003)8. ALL NEW CONSTRUCTION JOINTS IN CONCRETE ELEMENTS TO BE BUTT

JOINTS. NO CHAMFER PERMITTED AT CONSTRUCTION JOINTS.9. ALL NEW MASONRY JOINTS TO HAVE A MINIMUM OFFSET OF 300MM.10. ALL CONDITIONS SHOWN ARE BASED ON LIMITED INFORMATION/BOREHOLES

AND NOT GUARANTEED.11. ALL WORK AREAS TO BE PROTECTED FROM FREEZING AND MAINTAINED

FROST FREE DURING THE WORK.12. ALL CONCRETE AND STONEWORK TO BE PLACED ON SUBGRADE THAT IS

FROST FREE AND AT LEAST 5 DEGREES CELSIUS.13. FOLLOW ALL WINTER WEATHER PROCEDURES SPECIFIED IN CONTRACT FOR

ALL MASONRY AND CONCRETE WORK INCLUDING HOARDING AND HEATINGOF WORKS.

14. TEMPORARY ANCHORS· DO NOT ADVANCE ANCHORS FOR TEMPORARY WORKS INTO STONES

DESIGNATED TO REMAIN· WHERE REQUIRED, ADVANCE TEMPORARY ANCHORS INTO CONCRETE,

GROUT LINES OR STONES TO BE REMOVED AS PART OF THE WORK.· REMOVE TEMPORARY ANCHORS WHERE POSSIBLE AND REPAIR HOLES

WITH GROUT.· WHERE TEMPORARY ANCHORS CANNOT BE REMOVED ALL ANCHORS

SHALL BE STAINLESS STEEL.· DO NOT USE TEMPORARY ANCHORS TO SUPPORT FORMWORK OR

FALSEWORK.15. THE CONTRACTOR SHALL VERIFY ALL DETAILS AND DIMENSIONS OF THE

EXISTING STRUCTURE PRIOR TO UNDERTAKING WORK.16. ALL TEMPORARY WORKS REQUIRED FOR DEMOLITION AND ACCESS TO WORK

AREAS TO BE CONSTRUCTED IN FULL CONFORMANCE WITH ONTARIOMINISTRY OF LABOUR REQUIREMENTS AND OCCUPATIONAL HEALTH ANDSAFETY ACT. ALL SUBMISSIONS PERTAINING TO TEMPORARY WORKS TO BESIGNED AND SEALED BY DESIGN AND CHECK ENGINEERS LICENSED IN THEPROVINCE OF ONTARIO.

17. ALL ENVIRONMENTAL PROTECTION SYSTEMS TO BE FULLY (100%) EFFECTIVEIN PREVENTING CONTAMINATION OF ENVIRONMENT.

18. CONTRACTOR IS FULLY AND SOLELY RESPONSIBLE FOR SAFETY OFPEDESTRIAN AND VEHICULAR TRAFFIC, HIS WORKERS AND THE PUBLIC.

19. ENSURE STABILITY AND SAFETY OF ALL COMPONENTS OF EXISTING ANDTEMPORARY STRUCTURES IN ALL PHASES OF CONSTRUCTION.

20. ALL CONCRETE TO BE PLACED IN FULL CONFORMANCE WITH CSA A23.1INCLUDING BUT NOT LIMITED TO MIXING/DISPOSAL TIME LIMITATIONS ANDFULL ADHERENCE TO COLD/HOT WEATHER PROTECTION REQUIREMENTS.

21. NON-CONFORMING MATERIALS WILL BE REJECTED AND SHALL BE REMOVEDFROM SITE.

22. ALL WELDING SHALL BE IN CONFORMANCE WITH CSA W59.23. PROVIDE APPROPRIATE SIGNAGE TO ALERT USERS OF CONSTRUCTION AREA

AND PROVIDE CONSTRUCTION FENCING TO PREVENT OTHER USERS FROMACCESSING WORK AREA.

24. ALL TRAFFIC CONTROL SHALL BE CARRIED OUT TO AT LEAST THE MINIMUMSTANDARDS SET FORTH IN BOOK 7 OF THE ONTARIO TRAFFIC MANUAL.

25. ALL AREAS AFFECTED BY CONSTRUCTION ACTIVITIES SHALL BE FULLYREINSTATED TO PRE-CONSTRUCTION OR BETTER CONDITIONS TO THESATISFACTION OF THE DEPARTMENTAL REPRESENTATIVE INCLUDINGREINSTATEMENT OF ALL VEGETATION, PATHWAYS, FENCES, AREAS USED FORSITE ACCESS, SITE STORAGE, ETC.

26. LOCK GATES:· REMOVE GATES AND STORE.· ANY DAMAGE OR DEFICIENCIES DUE TO REMOVAL AND STORAGE OF

GATES TO BE REPAIRED OR CORRECTED AT THE CONTRACTOR'SEXPENSE.

· REINSTATE GATES AT THE END OF EACH CONSTRUCTION SEASON.· ONCE GATES ARE REINSTATED TEST FOR ACCEPTABLE OPERATION AND

WATER TIGHTNESS AND CORRECT ANY DEFICIENCIES IN ACCORDANCEWITH REQUIREMENTS OF DEPARTMENTAL REPRESENTATIVE.

27. THE SUGGESTED WORK PLAN IS PROVIDED ON DRAWINGS 03 TO 07.

GENERAL CONSTRUCTION NOTES: (PART A)

DRAWINGS LIST (PART A)

Sheet Number Sheet Title

00 COVER

01 LIST OF DRAWINGS & GENERAL NOTES

GENERAL ARRANGEMENT

02 SITE ACCESS

03 PROJECT GENERAL ARRANGEMENT

04 LOCK 39 GENERAL ARRANGEMENT




LANDSCAPING AND SITE GRADING

08 LOCK 39 - EXISTING & REMOVALS

09 LOCK 39 - NEW

10 LOCK 40-42 - EXISTING & REMOVALS

11 LOCK 40-42 - NEW

12 LOCK 40-42 DRAINAGE RECONSTRUCTION

LOCK 39: Floors

13 UPPER GATE RECESS FLOOR - REMOVALS

14 UPPER GATE RECESS FLOOR - REMOVALS DETAILS

15 UPPER GATE RECESS FLOOR - REPAIR

16 BREAST WALL REPAIR DETAILS

17 UPPER GATE RECESS FLOOR - REINFORCING

18 CHAMBER FLOOR - REPAIR

19 LOWER GATE RECESS FLOOR - REPAIR

LOCK 40 - 42: EAST WALL: LOCK 40

20 NORTHEAST WINGWALL - REPAIR

21 EAST MONOLITH 8 - REPAIR

22 EAST CHAMBER WALL - REPAIR








28 SOUTHEAST WINGWALL - REPAIR

LOCK 40 - 42: WEST WALL: LOCK 42

29 SOUTHWEST WINGWALL - REPAIR

30 WEST MONOLITH 1 - REPAIR

31 WEST CHAMBER WALL - REPAIR








37 NORTHWEST WINGWALL - REPAIR

LOCK 40 - 42: Floors: LOCK 40

38 UPPER GATE RECESS FLOOR - REMOVALS

39 CHAMBER FLOOR - REMOVALS

40 LOWER GATE RECESS FLOOR - REMOVALS


41 CHAMBER FLOOR - REMOVALS

42 LOWER GATE RECESS FLOOR - REMOVALS


43 UPPER GATE RECESS FLOOR - REPAIR

44 UPPER GATE RECESS FLOOR - REINFORCING


46 CHAMBER FLOOR - REINFORCING


48 LOWER GATE RECESS FLOOR - REINFORCING




51 LOWER GATE RECESS FLOOR - REINFORCING




SLUICE TUNNELS

54 LOCK 39 SLUICE TUNNEL - REPAIR

55 BASIN TO LOCK 40 SLUICE TUNNEL - REPAIR

56 LOCK 40 TO LOCK 41 SLUICE TUNNEL - REPAIR

57 LOCK 41 TO LOCK 42 SLUICE TUNNEL - REPAIR

58 SLUICE TUNNEL - REMOVALS AND REPAIR DETAILS I

59 SLUICE TUNNEL - REMOVALS AND REPAIRDETAILS II

RAILING AND STAIRCASE

60 RAILING AND STAIRCASE GENERAL ARRANGEMENT

61 RAILING AND STAIRS SECTIONS

62 RAILING AND STAIRS - DETAILS

DETAILS

63 FULL DUTCHMAN REPAIR

64 PARTIAL DUTCHMAN REPAIR

65 FULL STONE REPAIR

66 ANCHORING DETAILS

67 STONE FINISHING DETAILS

68 REPOINTING

69 MISCELLANEOUS 1

70 CONCRETE DETAIL I

71 CONCRETE DETAIL II

72 FLOOR PRESSURE RELIEF VALVES

73 LOCK 39 METAL WORKS PLAN

74 LOCK 40 - 42 METAL WORKS PLAN

75 CHAMBER WALL LADDER DETAILS

76 MISC STEEL

Secant Wall

77 LOCK 39 SECANT WALL

78 LOCK 40 SHEET PILE WALL

79 UPPER WINGWALL REINFORCED CONCRETE CURTAIN WALL

Swinging Bridge Abutments

80 EAST ABUTMENT

81 WEST ABUTMENT

Temporary Structures

82 TEMPORARY BRIDGE

ELECTRICAL

E-90 ELECTRICAL

Photo Sheets

P-100 PHOTO SHEET

DRAWINGS LIST (PART B)

Sheet Number Sheet Title

00 COVER

01 LIST OF DRAWINGS & GENERAL NOTES

C1 EXISTING SITE PLAN AND GENERAL NOTES

S1DEMOLITION PLAN, SECTION, AND GENERAL NOTES

S2DEMOLITION SECTIONS, PLAN DETAILS, AND LEGEND

S3 PLAN AND SOUTH ELEVATION

S4 NORTH ELEVATION AND SECTION

S5 PLAN DETAILS

C0 OVERALL SITE PLAN AND GENERAL NOTES

S6 PLAN DETAILS

S7 FOUNDATION AND FRAMING PLANS

S8 FOUNDATION AND FRAMING PLANS AND SECTIONS

S9 SECTIONS

S10 SECTIONS AND DETAILS


1. THE ATTACHMENTS OF TEMPORARY SYSTEM TO EXISTING MASONRY WALL

AND CONCRETE SHALL BE TO A COMPETENT MATERIAL.

2. THE TEMPORARY SYSTEM SHALL NOT BE ATTACHED DIRECTLY TO THE

STONES SURFACES TO REMAIN AND SUCH ATTACHMENTS ARE ALLOWED

ONLY ALLOWED ONLY WITH SPECIAL PERMISSION OF DEPARTMENTAL

REPRESENTATIVE UNDER ISOLATED UNAVOIDABLE CIRCUMSTANCES.

SUCH ANCHORAGE SHOULD BE FULLY REMOVED WHEN NO LONGER

REQUIRED AND STONE REPAIRED TO ORIGINAL APPEARANCE.

3. THE ATTACHMENT TO MASONRY SHALL BE INTO THE MORTAR IN THE

JOINT.

4. FOR THE ANCHORAGE DESIGN PURPOSES ASSUME THAT MORTAR

STRENGTH IN THE JOINT IS 10 MPA AND DESIGN ANCHORAGE SYSTEMS

ACCORDINGLY.

5. FOR THE ANCHORAGE DESIGN PURPOSES ASSUME THAT

UN-DETERIORATED CONCRETE HAS A COMPRESSIVE STRENGTH OF 20

MPA.

6. ANY TEMPORARY ANCHOR IF TO BE LEFT IN PLACE SHALL BE GALVANIZED

OR STAINLESS WHEN THE END OF LEFT IN PLACE ANCHOR IS 100 MM OR

LESS FROM FINISHED SURFACE.

ANCHORAGE FOR ATTACHMENTS OF TEMPORARY SYSTEMS


1. THE STRENGTH AND INTEGRITY OF THE STONES, MORTARS AND CONCRETE WILL

VARY AT DIFFERENT LOCATION OF WORK.

2. FOR PURPOSE OF ASSESSING THE PHYSICAL EFFORT AND TIME REQUIRED TO CARRY

OUT REMOVALS AND NOT FOR ANY OTHER PURPOSE, FOLLOWING ASSUMPTIONS

SHALL BE MADE:

A. THE DETERIORATED CONCRETE 25 MPa.

B. THE SOUND CONCRETE THAT IS SPECIFIED TO BE REMOVED IN AREAS OF

PERMANENT WATER EXPOSURE DURING LOCK USE: 40 MPa.

C. THE SOUND CONCRETE THAT IS SPECIFIED TO BE REMOVED IN AREAS OF DRY

EXPOSURE: 30 MPa.

D. THE FINISHING MORTAR ABOVE NORMAL LOCK USE WATERLINE: 18 MPa.

E. THE FINISHING MORTAR BELOW NORMAL LOCK USE WATERLINE: 22 MPa.

F. THE BACKING MORTAR ABOVE NORMAL LOCK USE WATERLINE: 25 MPa.

G. THE BACKING MORTAR BELOW NORMAL LOCK USE WATERLINE: 28 MPa.

STRENGTH OF STONES, MORTARS AND CONCRETE FOR

ASSESSMENT OF REMOVAL EFFORT:

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Do not scale drawings. Verify all dimensions and conditions on site and immediately notify the Departmental Representative of all discrepancies.

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du

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of

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Parks Canada

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Parcs Canada

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PWGSC-B1 (1000 x 707)

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DATE PLOTTED:

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FILE NAME:

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LAYOUT NAME:

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PLOTTED BY:

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RIDEAU CANAL

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NATIONAL HISTORIC SITE

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JONES FALLS LOCKS 39-42

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REHABILITATION

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ELGIN

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ONTARIO

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ADRIAN MEUNIER

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FELIX WASIEWICZ

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JULIA MARSON

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JUNE 2018

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IAN McBEAN

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R.079800.009

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300-2611 QUEENSVIEW DRIVE OTTAWA (ONTARIO) CANADA K2B 8K2 TELEPHONE: 613-829-2800 FAX: 613-829-8299 WWW.WSPGROUP.COM PROJECT NO.: 151-00000-00

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1

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ISSUED FOR 100% DESIGN REVIEW

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J.M.

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2018-06-15

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(PART B)

J O N E S F A L L S B A Y

W H I T E F I S H L A K E

B A S I N

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(SWEENEY HOUSE)

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PRIMARY ACCESS ROUTE

SECONDARY ACCESS ROUTE

(REFER TO GENERAL NOTE 5)

LEGEND:

STONE ARCH D

AM LANE

1C0 C1

2C0 S1

8C0 S3

WEST ABUTMENT

TIMBER DOCK

PROJECT LIMITS

EAST ABUTMENT

HOTEL KENNEY (BOATHOUSE)

HOTEL KENNEY

CONTRACTOR PARKING AND STAGING AREA(COORDINATE WITH DEPARTMENTAL REPRESENTATIVE)

LOCKMASTERSHOUSE

GENERAL NOTES:1. FENCE AND SIGN PROJECT LIMITS TO PREVENT PUBLIC (NON PCA STAFF) ACCESS.2. ACCESS ROUTES ARE TO BE KEPT FREE OF SNOW DURING WORKING HOURS TO MAINTAIN ACCESS FOR

EMERGENCY SERVICES.3. PRIMARY AND SECONDARY ACCESS ROUTES MUST REMAIN CLEAR. BOTH SERVE AS EMERGENCY SERVICES

ACCESS AND CRITICAL MAINTENANCE ACCESS FOR PCA.4. PROVIDE SIGNAGE RESTRICTING ACCESS FOR PUBLIC VEHICLES AND PEDESTRIANS.5. THE SITE WILL BE ACCESSIBLE FROM STONE ARCH DAM LANE AND LOCK ROAD. CONTRACTOR SHALL VISIT THE

SITE DURING THE TENDER PERIOD AND BE FAMILIAR WITH THE LANE AND ROAD WIDTHS, INCLINES, ANDGENERAL ARRANGEMENTS.

6. KENNEY'S ROAD IS A PUBLIC ROAD AND SHALL REMAIN CLEAR AND ACCESSIBLE TO THE PUBLIC AT ALL TIMES.7. NO IN-WATER WORK TO OCCUR BETWEEN MARCH 15 AND JUNE 30 TO PROTECT SPAWNING FISH.

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SCALE:OVERALL SITE PLAN

N.T.S.

OVERALL SITE PLAN ANDGENERAL NOTES

C0

90200 10 30 40 50 60 70 80 180110100 120 130 140 150 170 190 200 millimetres

Do not scale drawings.

Verify all dimensions and conditions on site and immediately notify the

Departmental Representative of all discrepancies.

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Parks Canada

Parcs Canada

PWGSC-B1 (1000 x 707) DATE PLOTTED: FILE NAME: Jun 15, 2018 151-06165-04-C0.dwgLAYOUT NAME: C0PLOTTED BY: DAVE.HANDY

RIDEAU CANAL


JONES FALLS LOCK STATIONTIMBER BRIDGE REPLACEMENT

ELGIN ONTARIO

JOSEPH GELLATELY GEOFF SMITH

DAVID HANDY JUNE 2018

IAN McBEAN

R.079800.009

XX

1 ISSUED FOR 100% DESIGN REVIEW D.H. 2018-06-15

1224 GARDINERS ROAD, SUITE 201

KINGSTON, ONTARIO

CANADA K7P 0G2

PHONE: 613-634-7373

WWW.WSP.COM

LEGEND:TW DENOTES TOP OF WALLC " CONCRETEPAINT " PINK PAINTWS " WOODEN STAKEG " GROUNDTS " TOP OF SLOPEBS " BOTTOM OF SLOPERW " RETAINING WALLBF " BOARD FENCEOHBL " OVERHEAD BELL LINEFP " FENCE POSTBH " BOREHOLECL " CENTRE LINEEP " EDGE OF PAVEMENTHP " HYDRO POLEOHSL " OVERHEAD SERVICE LINEANC " ANCHORTD " TREE DECIDUOUSWELL " CAPWE " WATERS EDGE

DECIMAL

1/100 M1/10 MDESCRIPTION

SYMBOL

NODE (POINT OFMEASUREMENT)

LOCK 42

WHITEFISH LAKE

JONES FALLS BAY

CONCRETEABUTMENT

BRIDGE CRIB #1 BRIDGE CRIB #2

BRIDGE CRIB #3

BRIDGE CRIB #4

BRIDGE CRIB #5

FLOATING DOCK

WOODEN DOCK WOODEN DOCK

FLOATING DOCK

WOOD FOOT BRIDGE ROUGH ASPHALT

BOARD FENCE

GRASS

CONCRETE RETAINING WALL

CONCRETE RETAININGWALL

GRASS

GRAVEL

WOOD RETAINING WALL

METALGRATE

CONCRETERETAINING WALLWITH HANDRAIL

BASE OF STONERETAINING WALL

FLAG POLE

STONE RETAINING WALL

GRASS

GRAVEL PATH

WOOD STAIRCASE

GRASS

GRASS

OVERHEAD HYDRO POLEBRACE CABLE

GENERAL NOTES:1. SURVEY INFORMATION PREPARED BY LESLIE M. HIGGINSON SURVEY LTD. DRAWING NO.

LMH1OO3GRN TOPO (FILE NO. S CRY 6-5,6) DATED DECEMBER 16, 2015.2. PLAN REPRESENTS EXISTING DOCK, BRIDGE, AND ABUTMENTS ARRANGEMENT.3. FOR NEW BRIDGE ARRANGEMENT REFER TO DRAWING S3.4. ELEVATIONS SHOWN ARE GEODETIC AND HAVE BEEN DERIVED FROM GPS

OBSERVATIONS USING NATURAL RESOURCES CANADA (NRCAN) POINT POSITIONING (PPP)SERVICE. THE HORIZONTAL POSITION HAS BEEN RELATED TO UTM NAD83 (ZONE 18) CSRS(1997) GROUND COORDINATES.

WATER LEVELS (PAST 10 YEARS)

LOW: 98.12HIGH: 98.81AVERAGE: 98.465

SCALE:1

C0 C1EXISTING SITE PLAN

1:200

TOPOGRAPHICAL INFORMATIONOF PART OF LOTS 5 & 6CONCESSION 6TOWNSHIP OF RIDEAU LAKES(GEOGRAPHICAL TOWNSHIP OF SOUTH CROSBY)COUNTY OF LEEDS

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Parks Canada

Parcs Canada

PWGSC-B1 (1000 x 707) DATE PLOTTED: FILE NAME: Jun 15, 2018 151-06165-04-C0.dwgLAYOUT NAME: C1PLOTTED BY: DAVE.HANDY

RIDEAU CANAL



ELGIN ONTARIO



IAN McBEAN

R.079800.009

XX



KINGSTON, ONTARIO

CANADA K7P 0G2

PHONE: 613-634-7373

WWW.WSP.COM

3S1 S1

4S1 S25

S1 S2

LOCK 42 WHITEFISH BAY

JONES FALLS BAY

4900±

6132

15

11

15

15

8

9

12

15

SAWCUT CONCRETEWALL

22

26

18

19

25

23

SAWCUT CONCRETE WALL

26

20

26

26

1721

24

25

10 10

13

16

6S1 S2

7S1 S2

8

6918± 1810±2704±5958±

6140±

SAWCUT FOOTING

74000

7

6

7

6

7

6

7

6

7

6033±

14

14

27

28

SMALL BOATACCESS

SMALL BOATACCESS

EXISTING WOOD DOCK

LAKEBED AND LOCK 42 APRONSHALL NOT BE DISTURBEDWITHIN THIS AREA

FORMER TIMBER FOUNDATIONS WITHINTHIS AREA SHALL NOT BE DISTURBED

31 32

29

29

SAWCUTASPHALT

33 33

33

5S1 S2

4S1 S2

APPROXIMATE BEDROCK

LAKEBED

1718

6

7

46

7

6

7

6

7

6

7

523

LOW WATER LEVEL

HIGH WATER LEVEL

GENERAL NOTES:

1. REFERENCE STANDARD: CANADIAN HIGHWAY BRIDGE DESIGNCODE CAN/CSA-S6-14. (LOW VOLUME ROAD - LVPL1)

2. ALL WORK TO BE PERFORMED IN ACCORDANCE WITH THEREQUIREMENTS OF THE NATIONAL BUILDING CODE AND THEOCCUPATIONAL HEALTH AND SAFETY ACT FOR CONSTRUCTIONPROJECTS.

3. CONFIRM ALL DIMENSIONS ON SITE PRIOR TO COMMENCINGWORK.

4. PROVIDE ALL NECESSARY SHORING AND PROTECTION FOR THESAFE COMPLETION OF THE WORK.

5. DOCK LOADING: LIVE LOAD = 4.8kPa6. BRIDGE DESIGN LOADING:

VEHICLE LOADING: CSA-S6 (FIG. 3.4) MAINTENANCE VEHICLE = 80kNLIVE LOADING: 4.8kPa

7. REINFORCING STEEL: DEFORMED BARS; GRADE 400MPa.8. ALL WORK TO BE COORDINATED WITH DEPARTMENTAL

REPRESENTATIVE.9. CONTRACTOR SHALL VISIT THE SITE AND BE FAMILIAR WITH THE

EXISTING CONDITIONS AND DETAILS PRIOR TO SUBMITTING ATENDER PRICE.

10. CONTRACTOR SHALL PROVIDE TEMPORARY POWER ANDWASHROOM FACILITIES AS REQUIRED DURING THECONSTRUCTION PERIOD.

11. ALL DEMOLISHED MATERIALS TO BE REMOVED AND DISPOSEDFROM THE SITE UNLESS INDICATED OTHERWISE.

12. PROVIDE ALL NECESSARY PROTECTION TO ENSURE THAT THEWATERWAY IS NOT EXPOSED TO ANY CONTAMINANTS ORDISTURBED IN ANY MANNER THAT MAY AFFECT THE NATURALWATERWAY CONDITIONS. ALL PROTECTION SHALL SATISFY THEREQUIREMENTS OF THE GOVERNING AUTHORITIES.

13. PROTECT ADJACENT PROPERTY AND ASSOCIATED BUILDINGS ANDSERVICES. CONTRACTOR SHALL BE RESPONSIBLE FOR ANYLOSSES OR DAMAGES INCURRED AND REINSTATE AT NO COST THEOWNER.

14. CONTRACTOR TO UTILIZE BARGE ACCESS AND DIVERS ASREQUIRED TO PERFORM THE WORK.

15. EXISTING SIGNAGE TO BE REMOVED, RETAINED AND REINSTALLEDAS DIRECTED BY DEPARTMENTAL REPRESENTATIVE.

16. STOP SIGNS: RA-1 (600x600) STOP SIGN IN ACCORDANCE WITHONTARIO TRAFFIC MANUAL - BOOK 5 (REGULATORY SIGNS) ON 3000LONG GALVANIZED CHANNEL POST WITH FLANGE (PAINTED BLACK)AS PER O.P.S.D. 990.110. PROVIDE BASEPLATE AND ANCHOR TOFOUNDATION WALL.

GENERAL:

1. STEELWORK: REFERENCE STANDARD CAN3-G40.20 & CAN3-G40.21,GRADE 350W ; W SECTIONS TO ASTM A992/A992M-11 (2015), GRADE350W.

2. HOT DIP GALVANIZING SHALL BE IN ACCORDANCE WITHCAN/CSA-G164-M92 (R2003).

3. CONTRACTOR TO VERIFY INSTALLED PILE LOCATIONS ANDALIGNMENT PRIOR TO FABRICATING STEELWORK.

4. ALL WELDING SHALL BE IN CONFORMANCE WITH CSA W59.

STRUCTURAL STEEL:

CONCRETE:

1. ALL WOOD IN ACCORDANCE WITH CAN/CSA-086.1-09.2. ALL TIMBER UNLESS NOTED OTHERWISE: WESTERN HEMLOCK,

NO.2 OR BETTER, PRESSURE TREATED.3. GUARDRAIL 140x140 POSTS TO BE S-P-F No.1 OR BETTER,

PRESSURE TREATED; OTHER COMPONENTS OF GUARDRAILS,HANDRAILS, AND FENCING: S-P-F, No.1/No.2 OR BETTER, PRESSURETREATED.

4. DOCK CRIBBING: DOUGLAS FIR No.1 OR BETTER5. ALL PRESSURE TREATMENT TO BE ALKALINE COPPER

QUATERNARY (ACQ) IN ACCORDANCE WITH PARKS CANADA WOODMANAGEMENT GUIDELINES AND STANDARD. REFER TOSPECIFICATIONS.

6. ALL FASTENERS TO BE HOT DIPPED GALVANIZED (HDG) UNLESSNOTED WITH A HIGHER LEVEL OF CORROSION RESISTANCE.

WOOD:

1. ALL STEEL PILES IN ACCORDANCE WITH ASTM A252-10, GRADE 3.2. ALL ROCK INJECTOR POINTS IN ACCORDANCE WITH ASTM A148,

GRADE 80-40.3. MINIMUM ALLOWABLE VERTICAL PILE DESIGN CAPACITY = 300 kN.4. PILES SHALL BE DRIVEN TO REFUSAL ON BEDROCK AND SHALL

PENETRATE INTO THE ROCK. PILES SHALL BE DRIVEN TO ENSUREADEQUATE SEATING ON THE BEDROCK WITHOUT DAMAGING THEPILE.

5. PILES TO BE LOCATED A MINIMUM OF 300mm CLEAR OF EXISTINGWOOD CRIBBING BASE MEMBERS AND ALIGNED IN BOTHNORTH-SOUTH AND EAST-WEST DIRECTIONS. COORDINATE WITHDEPARTMENTAL REPRESENTATIVE PRIOR TO INSTALLING.

STEEL PILES:

1. CONCRETE: REF. STANDARD CSA CAN3-A23.1..2. CONCRETE TYPES

MAXIMUM AGGREGATE SIZE TO BE 20mm

MIN. 28 MAX. EXPOSURE W/C AIRDAY COMP SLUMP CLASSSTRENGTH

MIX 1 - ALL CONCRETE UNLESS NOTED OTHERWISE35 MPa SEE 3. F-1 0.50 5-8%

MIX 2 - UNREINFORCED EXTERIOR CURBS32 MPa 80±30mm C-2 0.45 5-8%

MIX 3 - LEAN CONCRETE FILL15 MPa AS REQ'D N 0.60 4-7%

3. FOR MAXIMUM SLUMP VALUES IN TABLE NOTED "SEE3., PROVIDE A CONCRETE MIX DESIGN TO GIVE ASLUMP OF 50mm. ADD SUPER PLASTICIZER ASREQUIRED TO PRODUCE A 125±25mm SLUMPCONCRETE.

SCALE:2

C0 S1DEMOLITION PLAN

1:200

SCALE:3

S1 S1DEMOLITION SECTION

1:200

FOR LEGEND REFERTO DRAWING S2

FOR LEGEND REFERTO DRAWING S2

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DEMOLITION PLAN, SECTION ANDGENERAL NOTES

S1

90200 10 30 40 50 60 70 80 180110100 120 130 140 150 170 190 200 millimetres




B

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Des.Par

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Numéro du Dessin

Drawing Number/


Feuille


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Parks Canada

Parcs Canada

PWGSC-B1 (1000 x 707) DATE PLOTTED: FILE NAME: Jun 15, 2018 151-06165-04-S1.dwgLAYOUT NAME: S1PLOTTED BY: DAVE.HANDY

RIDEAU CANAL



ELGIN ONTARIO



IAN McBEAN

R.079800.009

XX



KINGSTON, ONTARIO

CANADA K7P 0G2

PHONE: 613-634-7373

WWW.WSP.COM

LAKEBED

7

6

5

2

1

3

2

1

4

15

14

13

33

LAKEBED

2

1

4

14

13

HIGH WATERLEVEL

LOW WATERLEVEL

2

1

3

33

EXISTING STEELHANDRAIL

17

25

10

25

24

25

2

3

5

1

1

2

4

16

21

EXISTING FOOTING

SAWCUT FOOTING

EXISTING CONCRETERETAINING WALL

EXISTING CONSTRUCTIONJOINT

26

26

27

28

3029

33

18

192

1

1

2

3

4

5

25

25

25

20

26

26

EXISTING FOOTING

30

3231

29

29

LEGEND:EXISTING REMOVALS:

1 BRIDGE WOOD RAILINGS

2 BRIDGE WOOD GUARDRAILS

3 BRIDGE 102 THICK DECK BOARDS

4 BRIDGE 203x355 TIMBER STRINGERS

5 BRIDGE 203x355 TIMBER CORBEL BEAMS

6 BRIDGE 300x900 WIDE x 5200 LONG REINFORCED CONCRETEFOOTINGS

7 UPPER CRIBBING

8 FLOATING DOCK. REMOVED BY DEPARTMENTAL REPRESENTATIVE

9 DOCK BOAT CLEATS (17) AND MOORING RINGS (8). IDENTIFYLOCATIONS AND RETAIN FOR REINSTALLATION

10 WOOD BOX. REMOVED BY DEPARTMENTAL REPRESENTATIVE

11 DOCK WOOD LADDER

12 BRIDGE-TO-DOCK WOOD STAIRS

13 DOCK 51 THICK DECK BOARDS

14 DOCK 203x318 WOOD STRINGERS AND 203x318x1016 LONG WOODSPLICE PLATES (FULL LENGTH OF DOCK)

15 DOCK UPPER CRIB WOOD SUPPORTS. TEMPORARILY SUPPORTDOCK STRINGERS AS REQUIRED

16 DOCK WOOD SILL PLATE AND TIMBER BEAM / FOOTING

17 GRANULAR ROADWAY AND SUB-BASE. RETAIN MATERIAL FORREINSTALLATION

18 ASPHALT PAVING AND GRANULAR SUB-BASE

19 WOOD FENCING

20 15A DUPLEX RECEPTACLE AND WEATHERPROOF COVER. RETAINEXISTING 2C TECK 90 BRANCH CIRCUIT WIRING. UNCOVER ANDPROTECT CONDUCTORS FROM DAMAGE DURING DEMOLITIONAND CIVIL WORKS.

21 STEEL POST AND INTERPRETIVE SIGN. RETAIN FORREINSTALLATION

22 REINFORCED CONCRETE RETAINING WALL

23 REINFORCED CONCRETE RETAINING WALL

24 ABUTMENT TRENCH STEEL GRATING

25 REINFORCED CONCRETE ABUTMENT FOUNDATION WALLS,FOOTINGS, STEEL RAILINGS, AND CONCRETE/STEEL POSTS

26 SOIL EMBANKMENT. RETAIN MATERIAL FOR REINSTALLATION

27 DOCK STRINGERS AS REQUIRED TO CONSTRUCT ABUTMENT

28 WOOD CURB

29 SIGNAGE AND RELATED FASTENERS

30 STEEL POSTS

31 WOOD POSTS

32 STEEL WATER TANK CLEAR OF WORK AREA

33 GUARDRAIL

(REFER TO GENERAL NOTES)

SCALE:4


1:50 SCALE:5


1:50

SCALE:6

S1 S2DEMOLITION PLAN DETAIL

1:50 SCALE:7

S1 S2DEMOLITION PLAN DETAIL

1:50

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DEMOLITION SECTIONS, PLANDETAILS, AND LEGEND

S2

90200 10 30 40 50 60 70 80 180110100 120 130 140 150 170 190 200 millimetres




B

A

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B

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Detail number



No. Description

Dwn.By

Des.Par

Date





Numéro du Dessin

Drawing Number/


Feuille


du

Sheet of









Parks Canada

Parcs Canada


RIDEAU CANAL



ELGIN ONTARIO



IAN McBEAN

R.079800.009

XX



KINGSTON, ONTARIO

CANADA K7P 0G2

PHONE: 613-634-7373

WWW.WSP.COM

31S3 S10

32S3 S10

LOCK 42 WHITEFISH BAY

JONES FALLS BAY

11S3 S4

8735± 5465± 5465± 5465± 5465± 5465±

TIMBER BRIDGE

EXISTING CRIB (TYPICAL)WEST CONCRETEABUTMENT

EXISTING DOCKCRIB (TYPICAL)

EXISTING FLOATING DOCKREINSTALLED BY DEPARTMENTALREPRESENTATIVE

TIMBER DOCK

EXISTING FLOATING DOCK REINSTALLEDBY DEPARTMENTAL REPRESENTATIVE

LADDER12

S3 S5

13S3 S5

14S3 S6

15S3 S6

2704±5958± 6918± 1810±

74000

7174±

TO M

ATCH

EXI

STIN

G

7311± 7587± 7132± 8735±

REFE

RENC

ETO

MAT

CH E

XIST

ING

4474

4880

16S3 S7

17S3 S7

18S3 S8

19S3 S8

TYP. TYP.

3400

1886±

3400

1696±

937±

33S3 S10

854±

BH 16

BH 15-2

BH 14

BH 15C

BH 15

BH 15-1

SMALL BOATACCESS

EXISTINGWOOD DOCK

TYP. EAST CONCRETEABUTMENT

ELEV. 100.12

ELEV. 99.00

EXISTING GRANULARROADWAY

EXTENT OF DEWATERING

SMALL BOATACCESS

EXTENT OF DEWATERING

EXISTING CONCRETE WALL

PROVIDE EXPANSION JOINT. REFERTO TYPICAL DETAIL ON DRAWING S9

EXISTING ASPHALTPAVEMENT

BH 15A

HIGH WATER LEVEL

LOW WATER LEVEL

LAKEBED

EXISTING DOCKCRIB (TYPICAL)

APPROXIMATE BEDROCK

EAST CONCRETEABUTMENT

EXISTING BRIDGE CRIB

WEST CONCRETEABUTMENT

EXISTING DOCKCRIB (TYP.)

TYPICALPILE

DOCKGUARDRAIL

BRIDGE GUARDRAIL

EXISTING DOCK TIMBER BRIDGESTEEL HANDRAILSSTEEL HANDRAILS

CONCRETE CURB

SCALE:8

C0 S3PLAN

1:200

SCALE:9

S3 S3SOUTH ELEVATION

1:200

NOTE: REINSTALL ALL EXISTING SIGNAGEAT LOCATIONS INDICATED BY THEDEPARTMENTAL REPRESENTATIVE

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PLAN AND SOUTH ELEVATION

S3

90200 10 30 40 50 60 70 80 180110100 120 130 140 150 170 190 200 millimetres




B

A

A

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B

Numéro sur dessin

Detail number



No. Description

Dwn.By

Des.Par

Date





Numéro du Dessin

Drawing Number/


Feuille


du

Sheet of









Parks Canada

Parcs Canada


RIDEAU CANAL



ELGIN ONTARIO



IAN McBEAN

R.079800.009

XX



KINGSTON, ONTARIO

CANADA K7P 0G2

PHONE: 613-634-7373

WWW.WSP.COM

32S4 S10

31S4 S10

WEST CONCRETEABUTMENT

TIMBER BRIDGE EAST CONCRETEABUTMENT

APPROXIMATE BEDROCK

LAKEBED

WOOD GUARDRAIL

TIMBER STRINGER (TYPICAL)

EXISTING BRIDGECRIB (TYPICAL)

HIGH WATER LEVEL

LOW WATER LEVEL

33S4 S10

TYP.TYP.TYP.

PILE ROCK INJECTOR POINT.REFER TO DETAIL 47/S11

CONCRETE FILLEDSTEEL PILE (TYPICAL)

ELEV. 91.4

ELEV. 85.8

ELEV. 81.9

ELEV. 80.0

ELEV. 77.4

ELEV. 81.6ELEV. 80.6

ELEV. 79.2ELEV. 78.2

ELEV. 76.8

STEEL BEAM (TYPICAL)

EXTENT OF DEWATERING EXTENT OF DEWATERING

HIGH WATER LEVEL

LOW WATER LEVEL

LAKEBED

APPROXIMATE BEDROCK

WEST CONCRETEABUTMENTEAST CONCRETE

ABUTMENT

TYPICAL PILE

EDGE BEAM(TYPICAL)

BRIDGE GUARDRAIL

TIMBER BRIDGE

EXISTING BRIDGE CRIB(TYPICAL)

STEEL HANDRAILSTEEL HANDRAIL EXISTING STEEL

HANDRAIL

SCALE:11

S3 S4SECTION

1:200

SCALE:10

S3 S4NORTH ELEVATION

1:200

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NORTH ELEVATION ANDSECTION

S4

90200 10 30 40 50 60 70 80 180110100 120 130 140 150 170 190 200 millimetres




B

A

A

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B

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Detail number



No. Description

Dwn.By

Des.Par

Date





Numéro du Dessin

Drawing Number/


Feuille


du

Sheet of









Parks Canada

Parcs Canada


RIDEAU CANAL



ELGIN ONTARIO



IAN McBEAN

R.079800.009

XX



KINGSTON, ONTARIO

CANADA K7P 0G2

PHONE: 613-634-7373

WWW.WSP.COM

8735±2704±5958± 7174±5465±REFER TO STEEL PILE

GENERAL NOTES ON DRAWING S1

1696±

3400

32S5 S10

31S5 S10

32S5 S10

537

537

EXISTING CONCRETERETAINING WALLEXISTING RAILINGEXISTING RAILINGPOST

800 400

1037

1037

GUARDRAIL AND EDGE OF DECK

203x203 CURB

102x203 DECK BOARDS(ELEV. 100.12)

203x203 CURB


75Ø PVC DRAIN PIPE

GUARDRAIL


275275 250

937±

500

CAST IRON FRAMEAND GRATE REFERTO SECTION 20/S9

20S7 S9

21S5 S9

22S5 S9

REINSTALL STRINGERS

REINSTATE EXISTING EMBANKMENTTO MATCH EXISTING AND FINISHWITH 100 TOPSOIL AND SOD

100.12

100.10

100.12

100.12

TOP OF WALL TOMATCH EXISTING

REINSTATE GRANULARROADWAY TO MATCHEXISTING. REFER TODETAIL 39/S11

REINSTALL EXISTING INTERPRETIVE SIGN AND POST.FASTEN TO CONCRETE WALL WITH 4 GALVANIZEDEXPANSION ANCHORS (DIAMETER TO MATCH EXISTING)

100.18±

100.27

EXISTING BOXES REINSTALLED BYDEPARTMENTAL REPRESENTATIVE.PROVIDE 200 GRANULAR 'A' BASECOMPACTED TO 98% S.P.M.D.D.

100.27

HANDRAIL AND POSTS.REFER TO SECTION 21/S9

STOP SIGN. REFER TOGENERAL NOTES ONDRAWING S2

26S5 S9

100.67

100.27

100.27

100.12

100.12

HANDRAIL AND POSTS. REFER TO SECTION 22/S9

710±

500

REINSTALL EXISTING BOAT CLEATS ANDRINGS. LOCATIONS TO BE COORDINATEDWITH DEPARTMENTAL REPRESENTATIVE


CONCRETE CURB. REFER TO DETAIL40/S11. PROVIDE 13 FIBREBOARDJOINT AT FOUNDATION WALL

EXPANSION JOINT. REFER TO TYPICALDETAIL ON DRAWING S9

100.18±

TRANSITION HANDRAIL TOEXISTING POST. PROVIDEVERTICAL AT ENDS OFHORIZONTALS WITH PIPEELBOWS AT TOP ANDBOTTOM. SPACE 100mmCLEAR TO EXIST. POST.

200

INSTALL GUARDRAIL ANDPOSTS TO MATCH EXISTING

7311± 7587±5465±REFER TO STEEL PILE


5465±REFER TO STEEL PILE




31S5 S10

32S5 S10

31S5 S10

32S5 S10

31S5 S10

3400

537

537


203x203 CURB


203x203 CURB


GUARDRAIL


45S5 S11

43S5 S11

1200

UP 6R

REINSTALL EXISTING BOAT CLEATS ANDRINGS. LOCATIONS TO BE COORDINATEDWITH DEPARTMENTAL REPRESENTATIVE

GUARDRAIL

SCALE:12

S3 S5PLAN DETAIL

1:50

SCALE:13

S3 S5PLAN DETAIL

1:50

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PLAN DETAILS

S5

90200 10 30 40 50 60 70 80 180110100 120 130 140 150 170 190 200 millimetres




B

A

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B

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Detail number



No. Description

Dwn.By

Des.Par

Date





Numéro du Dessin

Drawing Number/


Feuille


du

Sheet of









Parks Canada

Parcs Canada


RIDEAU CANAL



ELGIN ONTARIO



IAN McBEAN

R.079800.009

XX



KINGSTON, ONTARIO

CANADA K7P 0G2

PHONE: 613-634-7373

WWW.WSP.COM

FOR

CONT

INUA

TION

REF

ER T

O PL

AN D

ETAI

L 12/S

5

FOR

CONT

INUA

TION

REF

ER T

O PL

AN D

ETAI

L 13/S

5FO

R CO

NTIN

UATI

ON R

EFER

TO

PLAN

DET

AIL 1

4/S6

7132± 8735±5465±REFER TO STEEL PILE




31S5 S10

32S6 S10 31

S6 S1032

S6 S10

SIM.SIM. SIM.

3400

537

537

43S5 S11

GUARDRAIL AND EDGE OF DOCK

203x203 CURB


203x203 CURB

GUARDRAIL AND EDGE OF DOCK

EXISTING FLOATING DOCKREINSTALLED BY DEPARTMENTALREPRESENTATIVE

1037

1037

400 400

23S6 S9

100.27

100.12

100.27

100.27

100.27

500

500

99.83

6918± 1810±34

00854±

537

537

1037

1037

400 400

27S6 S9

28S6 S9

REINSTATE WOOD FENCE TO MATCH EXISTING

1886±

24S6 S9

25S6 S9

REINSTATE EXISTING EMBANKMENT TO MATCH EXISTINGAND FINISH WITH 100 TOPSOIL AND SOD. REPLACEEXISTING SHRUBS THAT WERE REMOVED / DAMAGEDDURING CONSTRUCTION AT THIS END OF BRIDGE (NOTREQUIRED AT WEST END OF BRIDGE)


REINSTATE EXISTING CONCRETEWALL. REFER TO SECTION 28/S9

EXISTINGASPHALT

REINSTATE EXISTING CONCRETEWALL. REFER TO SECTION 27/S9

100.06

100.27

REINSTATE ASPHALTROADWAY TO MATCHEXISTING. REFER TODETAIL 38/S11

ASPHALT BUTT JOINT.REFER TO DETAIL 37/S11

STOP SIGN. REFER TOGENERAL NOTES ONDRAWING S2

100.12

100.27

100.27

100.27



REINSTALL EXISTING STEEL WATERTANK ON 200 GRANULAR 'A' BASECOMPACTED TO 95% S.P.M.D.D.

500

500

500

500

EXPANSION JOINT.REFER TO TYPICALDETAIL ON DRAWING S9

EXPANSION JOINT. REFER TOTYPICAL DETAIL ON DRAWING S9

PROVIDE 15A-120V GFCI RECEPTACLEWITH SURFACE BOX AND EXTRA DUTYWEATHERPROOF WHILE IN USE COVER.RE-USE EXISTING TECK90 BRANCHCIRCUIT CONDUCTORS

GATE. REFER TODETAIL 42/S11

HSS 89GATE POST

HSS 89GATE POST

GATE. REFER TODETAIL 42/S11

23S6S9

SCALE:14

S3 S6PLAN DETAIL

1:50

SCALE:15

S3 S6PLAN DETAIL

1:50

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PLAN DETAILS

S6

90200 10 30 40 50 60 70 80 180110100 120 130 140 150 170 190 200 millimetres




B

A

A

Numéro du détail

B

Numéro sur dessin

Detail number



No. Description

Dwn.By

Des.Par

Date





Numéro du Dessin

Drawing Number/


Feuille


du

Sheet of









Parks Canada

Parcs Canada


RIDEAU CANAL



ELGIN ONTARIO



IAN McBEAN

R.079800.009

XX



KINGSTON, ONTARIO

CANADA K7P 0G2

PHONE: 613-634-7373

WWW.WSP.COM

FOR

CONT

INUA

TION

REF

ER T

O PL

AN D

ETAI

L 13/S

5

FOR

CONT

INUA

TION

REF

ER T

O PL

AN D

ETAI

L 15/S

6

FOR

CONT

INUA

TION

REF

ER T

O PL

AN D

ETAI

L 14/S

6

31S3 S10

8735± 5465±REFER TO STEEL PILE


7174±2704±5958±

W250x49 CANT'L

do

do

do

W250x49 CANT'L

W250x49 CANT'L

do

do

do

W250x49 CANT'L

W53

0x82

CAN

T'L

C250x23

C250x23

W250x49

W250x49

do

do

EDGE OF BRIDGE DECK

EDGE OF BRIDGE DECK

TYPICAL STEEL PILE350x25x450 CAP PLATE324Ø x 12.7 CONCRETE FILLED STEEL PIPE324 ROCK INJECTOR POINT

20S7 S9

21S5 S9

22S5 S9

EXISTING FOOTINGEXISTING CONCRETERETAINING WALL

1696±

537

537

500

400800

102x

203

DECK

BOA

RDS

51x2

03DE

CK B

OARD

S

33S3 S10

SIM. 32S3 S10

32S3 S10

33S3 S10

SIM.

L152x102x10

L152x102x10

L152x102x10

L152x102x10

00

386

657

657

386

270

270

267

267

900TYPICAL

26S5 S9

3400

937±

EXIS

TING

102x

318

203x318

EXISTING 203X318

do

EXISTING 203x318

203x318

do

EXISTING 203x318

EDGE OF DOCK

203x318x1016 LONGSPLICE PLATE. REFERTO DETAIL 48/S11

TYPICAL SLIDING BEARINGASSEMBLY (REFER TOSPECIFICATIONS)

1037

1037

275275 250

200

500

710±

250

200

TYPICAL BEARING PLATE200x20x4002-25Ø ANCHOR BOLTS

L102x102x7.9 TYPICAL HORIZONTALDIAGONAL BRACING. ANGLES IN SAMEPLANE WITH JUNCTION PLATE

W25

0x49

EXTENT OF RIGID INSULATION

TOP OF WALL TOMATCH EXISTING


W25

0x49

450 450 450

do

do

657

657

W25

0x49

W25

0x49

W25

0x49

W25

0x49

W25

0x49

W25

0x49

W25

0x49

W25

0x49

W25

0x49

W25

0x49

do

do

do

do

do

L152x102x10

L152x102x10

W53

0x82

CAN

T'L

W53

0x82

CAN

T'L

NOTE: LEVEL ALL DOCK STRINGERS WITHBLOCKING/SHIMS AS REQUIRED (TYPICAL). 1438±

EXISTING 203X318

REPLACE TOP THREELEVELS OF CRIBBING ASPER SECTION 31/S10

1438±

2468±

31S3 S10

31S3 S10

33S3 S10

31S3 S10







W250x49 CANT'L

do

do

do

W250x49 CANT'L

W250x49 CANT'L

do

do

do

W250x49 CANT'L

C250x23

C250x23

W250x49

W250x49

do

do

do

00 C250x23

W250x49

W250x49

do

do

00 C250x23

C250x23

W250x49

W250x49

do

do

do

TYPICAL STEEL PILE350X25X450 CAP PLATE324Ø X 12.7 CONCRETE FILLED STEEL PIPE324 ROCK INJECTOR POINTEDGE OF BRIDGE DECK

00

386

657

657

386

270

270

102x

203

DECK

BOA

RDS

51x2

03DE

CK B

OARD

S

SIM. 32S3 S10

33S3 S10

SIM. 32S3 S10

L152x102x10

L152x102x10

L152x102x10

L152x102x10

267

267

900TYPICAL

EXISTING 203x318

203x318

do

EXISTING 203x318

203x318

do

EXISTING 203x318

EDGE OF BRIDGE DECK

EDGE OF DOCK




EXISTING 102x318

L102x102x7.9 TYPICAL HORIZONTALDIAGONAL BRACING. ANGLES INSAME PLANE WITH JUNCTIONPLATE

C250x23

450 450 450 450 450 450

do

dodo do do

dodo do do65

765

7

L152x102x10

L152x102x10

L152x102x10

L152x102x10

L152x102x10

L152x102x10

W53

0x82

CAN

T'L

W53

0x82

CAN

T'L

W53

0x82

CAN

T'L

W53

0x82

CAN

T'L

W53

0x82

CAN

T'L

W53

0x82

CAN

T'L

NOTE: LEVEL ALL DOCK STRINGERS WITHBLOCKING/SHIMS AS REQUIRED (TYPICAL).

EXISTING 203X318 EXISTING 203X318 EXISTING 203X318



38x286 STAIRSTRINGERS


2462±

1479± 1479± 1606±1480±1479±

2462±

1606±

2462±

SCALE:16

S3 S7FOUNDATION AND FRAMING PLAN

1:50

SCALE:17

S3 S7FRAMING PLAN

1:50

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FOUNDATION AND FRAMINGPLANS

S7

90200 10 30 40 50 60 70 80 180110100 120 130 140 150 170 190 200 millimetres




B

A

A

Numéro du détail

B

Numéro sur dessin

Detail number



No. Description

Dwn.By

Des.Par

Date





Numéro du Dessin

Drawing Number/


Feuille


du

Sheet of









Parks Canada

Parcs Canada


RIDEAU CANAL



ELGIN ONTARIO



IAN McBEAN

R.079800.009

XX



KINGSTON, ONTARIO

CANADA K7P 0G2

PHONE: 613-634-7373

WWW.WSP.COM

FOR

CONT

INUA

TION

REF

ER T

O PL

AN D

ETAI

L 17/S

7

FOR

CONT

INUA

TION

REF

ER T

O PL

AN D

ETAI

L 16/S

7

FOR

CONT

INUA

TION

REF

ER T

O PL

AN D

ETAI

L 18/S

8

250

8736±

33S3 S10

31S3 S10

33S3 S10

SIM.



W250x49 CANT'L

do

do

do

W250x49 CANT'L

W250x49 CANT'L

do

do

do

W250x49 CANT'L

C250x23

C250x23

W250x49

W250x49

do

do

do

TYPICAL STEEL PILE350X25X450 CAP PLATE324Ø X 12.7 CONCRETE FILLED STEEL PIPE324 ROCK INJECTOR POINT

EDGE OF BRIDGE DECK

EDGE OF BRIDGE DECK

00

400 400

102x

203

DECK

BOA

RDS

32S3 S10

SIM.

L152x102x10

L152x102x10 L152x102x10

L152x102x10

0

0

386

657

657

386

270

270

267

267

900TYPICAL

EXISTING FLOATING DOCK TO BEREINSTALLED BY DEPARTMENTALREPRESENTATIVE

1037

1037

500

500

200200L102x102x7.9 TYPICAL HORIZONTALDIAGONAL BRACING. ANGLES INSAME PLANE WITH JUNCTION PLATE

450 450 450

do dodo

do dodo

657

657

W25

0x49

W25

0x49

W25

0x49

W25

0x49

W25

0x49

W25

0x49

W25

0x49

W25

0x49

W25

0x49

W25

0x49

W25

0x49

W25

0x49

L152x102x10

L152x102x10

W53

0x82

CAN

T'L

W53

0x82

CAN

T'L

W53

0x82

CAN

T'L

250

1886±

3400

854±

6918± 1810±

537

537

23S3 S9

27S3 S9 24

S3 S9

25S3 S9

28S3 S9

400 400

1037

1037

500

500

500

500

200200L102x102x7.9 TYPICAL HORIZONTAL

SAME PLANE WITH JUNCTION PLATE

TYPICAL SLIDING BEARINGASSEMBLY (REFER TOSPECIFICATIONS)

TYPICAL BEARING PLATE200x20x4002-25Ø ANCHOR BOLTS

W25

0x49

W25

0x49

W25

0x49

W25

0x49

W25

0x49

W25

0x49



30S9 S8

112.5 112.5

23

ELEV. 99.626

ELEV. 100.12

6565

CL

CONTINUOUS MEMBRANE

SPIKE FASTENING. REFERTO DETAIL 46/S11

ELEV. 99.916

16Ø GALVANIZED COUNTERSUNKCARRIAGE BOLTS @ 900 o.c.STAGGERED & 2 BOLTS AT 150FROM EACH END OF BEAM / 100EACH END OF WOOD PLATES

102x203

W250

25Ø ANCHOR BOLTS.REFER TO DETAIL 41/S11

SLIDING BEARING ASSEMBLY(REFER TO SPECIFICATIONS)

200 200

150 150

100

200

100

3838

50

20 BEARING PLATE

400

W250

SCALE:18

S3 S8FRAMING PLAN

1:50

SCALE:19

S3 S8FOUNDATION AND FRAMING PLAN

1:50

SCALE:29

S9 S8SECTION

1:10

SCALE:30

S8 S8SECTION

1:10

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FOUNDATION AND FRAMINGPLANS AND SECTIONS

S8

90200 10 30 40 50 60 70 80 180110100 120 130 140 150 170 190 200 millimetres




B

A

A

Numéro du détail

B

Numéro sur dessin

Detail number



No. Description

Dwn.By

Des.Par

Date





Numéro du Dessin

Drawing Number/


Feuille


du

Sheet of









Parks Canada

Parcs Canada


RIDEAU CANAL



ELGIN ONTARIO



IAN McBEAN

R.079800.009

XX



KINGSTON, ONTARIO

CANADA K7P 0G2

PHONE: 613-634-7373

WWW.WSP.COM

FOR

CONT

INUA

TION

REF

ER T

O PL

AN D

ETAI

L 17/S

7

FOR

CONT

INUA

TION

REF

ER T

O PL

AN D

ETAI

L 19/S

8

FOR

CONT

INUA

TION

REF

ER T

O PL

AN D

ETAI

L 18/S

8

494

1000 1200 600

400

2800

800

TOP OF BRIDGEELEV. 100.12

3125

MIN

IMUM

29S9 S8

TOP OF PIERELEV. 99.626

300 200 300

400

50

75100

6x225 GALV. CONTINUOUS TRANSITIONPLATE FASTENED TO CONCRETE WITH10Ø S.S. EXPANSION ANCHORS WITHFLUSH HEADS IN COUNTERSUNK HOLESLOCATED AT EACH END AND 600 o.c. MAX.

75Ø PVC PIPE DRAIN

15 @ 400 HORIZ. TYPICAL

20 @ 300 VERTS. TYPICAL

20 @ 300 TOP AND BOTTOM

15 @ 300 LONGIT.TOP AND BOTTOM

1600

MIN

IMUM

20 @ 300 DOWELS TYP.300

VARI

ES20

0-30

0

800

6 TYP.

L102x102W250

CONTINUOUSMEMBRANE

400

800

TOP OF GRADEELEV. 98.6

CAST IRON FRAME AND GRATE. REFERTO SPECIFICATIONS.

HIGH WATER LEVEL

MATC

H EX

ISTI

NG G

RADE

SAP

PROX

. MAX

. 152

5

15 @ 300 VERTS. TYP.15 @ 300 HORIZ. TYP.

20 @ 300 DOWELS TYP.

300

50 CONCRETE MUDSLAB

INTENTIONALLY ROUGHENTO AN AMPLITUDE OF 5mmAT JOINT INTERFACE TYP.

400

50 RADIUS 25 CHAMFER

100

150

MATC

H EX

ISTI

NG G

RADE

SAP

PROX

. MAX

. 152

516

00 M

INIM

UM

400

650 400 1100

2150

15 @ 400 HORIZ. TYP.

20 @ 300 TOP & BOTTOM


305

305

305

EQ. EQ.

300 SQ. CLEAR STONEWRAPPED WITH FILTERCLOTH

50Ø PVC PIPE WEEPHOLES @ 2000 o.c.

100

MIN.

STEEL GUARDRAIL WITHCAST IRON FITTINGS TOMATCH EXISTING WESTABUTMENT RAILS

300

50 CONCRETE MUDSLAB



800



300INTENTIONALLY ROUGHENTO AN AMPLITUDE OF 5mmAT JOINT INTERFACE TYP.

15 @ 300 VERTS. TYP.

TOP OF WALLELEV. TO MATCH EXISTING

650VARIES (SEE PLANS)1100

VARIES (SEE PLANS)

1600

MIN

IMUM

400

100

150

25 CHAMFER

TO M

ATCH

EXI

STIN

G

300 SQ. CLEAR STONEWRAPPED WITH FILTERCLOTH 50Ø PVC PIPE WEEP

HOLES @ 2000 o.c.

100

MIN.



MATC

H EX

ISTI

NG G

RADE

SAP

PROX

. MAX

. 152

5

305±

305±



50 CONCRETE MUDSLAB


305±

200

300

800

50 RADIUS




INTENTIONALLYROUGHEN TO ANAMPLITUDE OF 5mm ATJOINT INTERFACE TYP.

20 @ 300 DOWELS TYP. 300

TOP OF WALLELEV. TO MATCH EXISTING

493

600 800 10002400

2800

21

29S9 S8

400400

75 10050

TOP OF BRIDGE ELEV. 100.12

CONCRETE BENCHINGWHERE IN LAKE

L102x102

W250

CONTINUOUSMEMBRANE

401


300

400

800

TOP OF PIER ELEV. 99.626

3200

MIN

IMUM

6x225 GALV. CONTINUOUS TRANSITIONPLATE FASTENED TO CONCRETE WITH10Ø S.S. EXPANSION ANCHORS WITHFLUSH HEADS IN COUNTERSUNK HOLESLOCATED AT EACH END AND 600 o.c. MAX.



15 @ 400 HORIZ. TYPICAL

20 @ 300 TOP AND BOTTOM800


300

TOP OF BEARINGELEV. 97.00±

300


HIGH WATER LEVEL



GRANULAR 'A' AT TOECOMPACTED TO 95%S.P.M.D.D. ALL SIDESWHERE IN LAKE

50 CONC. MUDSLAB

1600

MIN

IMUM

650 400 1100

2150

50 RADIUS 25 CHAMFER

100

150

400

BENCHING BEYOND(REFER TOSECTION 23/S9)

305

305

305


100

MIN.




MATC

H EX

ISTI

NG G

RADE

SAP

PROX

. MAX

. 115

0


EQ.


800

1

300

EQ.

300 SQ. CLEAR STONEWRAPPED WITH FILTER CLOTH






300

50 CONC. MUDSLAB

3100

MIN

IMUM


2

GRAN. 'A' AT TOE IN LAKE

1600900

VARIES 500-660(MATCH EXIST.)

200

TOP OF WALLELEV. 99.12±(TO MATCH EXISTING)

25 CHAMFER

1760±

300

300

300



300


50 CONC. MUDSLAB

400

400

GRAN. 'A' ATTOE IN LAKE

800






20 @ 300 DOWELS TYP. 300

15 @ 300 IN 300 SQ. KEYCAST WITH FOOTING

1260±

(TO

MATC

H EX

ISTI

NG)

200±(TO MATCH EXISTING)

1200

TOP OF WALLELEV. 98.53±(TO MATCH EXISTING)


15 @ 300 IN 300 SQ. KEYCAST WITH FOOTING

300300

15 @ 300 EA. WAYTOP AND BOTTOM

15 @ 300 VERTS/DWLS TYP.


300

600

50 CONC. MUDSLAB

GRAN. 'A' ATTOE IN LAKE

300

1600

MIN

IMUM

65040011002150

50 RADIUS25 CHAMFER

100

150

305

305

305

BENCHING BEYOND(REFER TOSECTION 23/S9)


100

MIN.


300INTENTIONALLY ROUGHENTO AN AMPLITUDE OF 5mmAT JOINT INTERFACE TYP.

50 CONC. MUDSLAB

EQ.


EQ.




300 SQ. CLEAR STONEWRAPPED WITH FILTER CLOTH

800



300



15 @ 300 HORIZ. TYP.32

00 M

INIM

UM

MATC

H EX

ISTI

NG G

RADE

SAP

PROX

. MAX

. 160

0GRAN. 'A' AT TOE IN LAKE

250

600 600

EXISTING 102x318

2-38x235 P.T.

203x318

51x203

2-15 CONTINUOUS

75 RIGID INSULATION

ELEV. 99.00

6 TYP.

13Ø GALV. ANCHORBOLTS @ 1200 o.c. &EACH END

TVA

RIES

WALL REINFORCING

25

20 CHAMFER

EXISTING CONCRETEWALL

RECESSED JOINT SEALANT

PRE-MOULDED JOINT FILLER DRILL EXISTING FOUNDATIONWALL AND INSTALL 19ØSMOOTH BARS x 450 LG.DOWELS WITH EPOXYADHESIVE. GREASE EXPOSEDEND JUST BEFORE POUR. BARSPACING TO MATCH WALLHORIZONTAL BAR SPACING

1 SINGLE DOWELS @ T ≤ 300

2 PAIR DOWELS @ T > 300

1

2

25EXPANSION CAP

SCALE:20

S7 S9SECTION

1:20 SCALE:21

S5 S9SECTION

1:20 SCALE:22

S5 S9SECTION

1:20

SCALE:23

S6 S9SECTION

1:20 SCALE:24

S6 S9SECTION

1:20 SCALE:25

S6 S9SECTION

1:20

SCALE:27

S6 S9SECTION

1:20

SCALE:50

S5 S9TYPICAL EXPANSION JOINT DETAIL

N.T.S.

EXTERIOR

INTERIOR

SCALE:26

S5 S9SECTION

1:20

SCALE:28

S6 S9SECTION

1:20

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SECTIONS

S9

90200 10 30 40 50 60 70 80 180110100 120 130 140 150 170 190 200 millimetres




B

A

A

Numéro du détail

B

Numéro sur dessin

Detail number



No. Description

Dwn.By

Des.Par

Date





Numéro du Dessin

Drawing Number/


Feuille


du

Sheet of









Parks Canada

Parcs Canada


RIDEAU CANAL



ELGIN ONTARIO



IAN McBEAN

R.079800.009

XX



KINGSTON, ONTARIO

CANADA K7P 0G2

PHONE: 613-634-7373

WWW.WSP.COM

LAKEBED(ELEVATIONVARIES)

324Ø CONCRETEFILLED STEEL PILESBATTERED AT 1:7

WOOD GUARD RAIL

34S10 S10

HIGH WATER LEVEL

LOW WATER LEVEL

TOP OF DECKELEV. 100.12

ELEV. 99.00

50S10 S12

LAKEBED (ELEVATION VARIES)

SIM. 34S10 S10

WOOD GUARD RAIL

HIGH WATER LEVEL

LOW WATER LEVEL


ELEV. 99.00

1067

102x140 TOP RAIL

38x184 RAILS NEATLY RECESSEDINTO POSTS. FASTEN WITH 3-89MMHDG SPIRAL NAILS AT EACH POST.

140x140 POSTS AT MAX 1700 o.c.

203x203 CURB

102x203x250LG SCUPPER BLOCKSCENTRED BETWEEN EACH RAILINGPOST AND AT EACH POST APPROX.850 o.c.

102x200 DECK

W530 BEAM324Ø CONCRETE FILLEDSTEEL PILE BATTERED AT 1:7

203x355 EDGE BEAMC250 CHANNEL

W250 BEAM

TOP OF DECKELEVATION 100.12TOP OF STEELELEVATION 99.916

HIGH WATER LEVEL

LOW WATER LEVEL

2-13 WEB STIFFENERSEA. SIDE

L152x102

102x203 CONTINUOUS

19Ø HDG THRU BOLTS WITH HDG 76Ø X 6.4WASHERS AND NUTS AT APROX 850 o.c.

16Ø HDG THRU BOLTS WITH HDG64Ø X 6.4 WASHERS AND NUTS.

16Ø HDG THRU BOLTS WITH HDG 64Ø X 6.4WASHERS AND NUTS AT EACH END ANDEQUALLY SPACED AT 1800 o.c. MAX.

36S10 S10

TOP OF PILEELEVATION 99.422

203x355 STRINGER

L102x102 HORIZONTALDIAGONAL BRACING

25 CAP PLATE. REFERTO DETAIL 49/S11

300

CONTINUOUSPROTECTIVEMEMBRANE TYP.

1067

200

477

390

305

102x140 TOP RAIL

38X140 RAILS NEATLYRECESSED INTO POSTS.FASTEN WITH 2-89MMHDG SPIRAL NAILS ATEACH POST.

140 x 89 POSTS@ MAX 1400 o.c.

LAKEBED (ELEVATION VARIES)

WOOD GUARD RAIL

HIGH WATER LEVEL

LOW WATER LEVEL

35S10 S10


1067

102x140 TOP RAIL

38x184 RAILS NEATLYRECESSED INTO POSTS.FASTEN WITH 3-89mm HDGSPIRAL NAILS AT EACH POST.

140x140 POSTS AT MAX 1700 o.c.

203x203 CURB

102x200 DECK

W250 BEAM

TOP OF STEELELEVATION 99.916

HIGH WATER LEVEL

LOW WATER LEVEL

TOP OF DECKELEVATION 100.12

L152x102

19Ø HDG THRU BOLTS WITHHDG 76Ø X 6.4 WASHERSAND NUTS.

16Ø HDG THRUBOLTS WITH HDG 64Øx 6.4 WASHERS ANDNUTS.

36S10 S10

102x203 CONTINUOUS

L102x102x4.8@ 2000

203x355 STRINGER

SIM.

L102x102 HORIZONTALDIAGONAL BRACING

102x203x250LG SCUPPERBLOCKS CENTREDBETWEEN EACH RAILINGPOST AND AT EACH POSTAPPROX 850 o.c.

CONTINUOUS PROTECTIVEMEMBRANE TYP.

1700 MAX.

102x140 TOP RAIL

38x184 RAILS

1200

250

150

900

501800 MAX.

C250

6 TYPICAL

25

324Ø CONCRETEFILLED STEEL PILE

203x355 EDGE BEAM

L152x102 LLV50

150

112

175

5151

HALF LAP JOINT. SEENOTE BELOW.

13Ø HOT DIPPED GALVANIZED (HDG) CARRIAGEBOLTS WITH WASHER AND NUT TYP.

2 - 5.4 Ø x 127 LONG HDG SPIRAL SPIKES.PREDRILL HOLES AT 4.8 mm DIAM.

2 - 7.0 Ø x 178 LONG HDG SPIRAL SPIKES.PREDRILL HOLES AT 6.4 mm DIAM.TREAT HOLES WITH LIQUID PRESERVATIVEPRIOR TO DRIVING SPIKES.

112

175

NOTE: HALF LAPPED JOINTS IN TOP RAIL TOBE MINIMIZED AND TO SUIT MAX. AVAILABLETIMBER LENGTHS.

SCALE:31

S3 S10SECTION

1:50 SCALE:32

S3 S10SECTION

1:50

SCALE:34

S10 S10DETAIL

1:20

SCALE:33

S3 S10SECTION

1:50

SCALE:35

S10 S10DETAIL

1:20 SCALE:36

S10 S10DETAIL

1:20

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SECTIONS AND DETAILS

S10

90200 10 30 40 50 60 70 80 180110100 120 130 140 150 170 190 200 millimetres




B

A

A

Numéro du détail

B

Numéro sur dessin

Detail number



No. Description

Dwn.By

Des.Par

Date





Numéro du Dessin

Drawing Number/


Feuille


du

Sheet of









Parks Canada

Parcs Canada


RIDEAU CANAL



ELGIN ONTARIO



IAN McBEAN

R.079800.009

XX



KINGSTON, ONTARIO

CANADA K7P 0G2

PHONE: 613-634-7373

WWW.WSP.COM

19Ø OR AS NECESSARYFOR SPIKE PLACEMENT

12PREDRILL 4mmØ SPIKE LEAD HOLE.TREAT WITH LIQUID PRESERVATIVEPRIOR TO PLACING SPIKE

TOP OF BRIDGE DECK BOARDS

6Øx178 LONG GALVANIZEDSPIRAL SPIKES @ 900 o.c.STAGGERED AND AT EACH END

10050

900

EXISTING ASPHALT

EXISTING GRANULARS

SAW CUT TO BE CLEAN &STRAIGHT.COLAS FACE OF EXISTINGASPHALT AND CONCRETE CURBJUST PRIOR TO PAVING.NEW 40mm HL-3 ASPHALT

NEW 50mm HL-8 ASPHALT

4050

150

300 (

MIN.

)15

0 LIF

TS

40mm HL-3 ASPHALT

50mm HL-8 ASPHALT

GRANULAR "A"

GRANULAR "B"

NATIVE MATERIAL

150

400 (

MIN.

)20

0 LIF

TS

GRANULAR "A"

GRANULAR "B"

NATIVE MATERIAL

250

400

150

150

250

R50

R5

1887 550 550 1887

CL BRIDGE

653±

283±

800

ELEV.100.12CONCRETE WALL.REFER TO SECTION24/S9

CONCRETE WALL.REFER TO SECTION25/S9

TOP OF WALLRAILING

BOTTOM OF WALLRAILING

HSS 60x4.8(TYPICAL) 13

REMOVABLE PIN c/wHOLE FOR LOCK

THRU HOLE FORREMOVABLE PIN IN GATEOPEN POSITION (PARALLELTO RAILING)

HSS 114x6.4 PIVOTINGSLEEVE

HSS 89x6.4 CASTINTO THECONCRETE

NOTE: GATE AND POSTSTO BE PAINTED BLACK

13 THK. CAP PLATE. WELDALL AROUND AND GRINDEDGES SMOOTH AND ROUND

T/O CONCRETE100

PROJ

.52

550

675

25Ø A. BOLT

HEAVY WASHER

DOUBLE HEAVY HEXHEAD NUTS AS SHOWN

25Ø GALVANIZED A. BOLTGRADE 300W

CL PIPE PILECONCRETE FILL

324mm Ø STEEL PILE

324 ROCK INJECTORPOINT

6 EQU

AL R

ISER

S

25 NOSING

38x140 TOP RAIL

38x140 RAIL RECESSEDFLUSH WITH POST FACES

140x140POST

140x140 POST FASTENED TOBRIDGE GUARDRAIL POST

3-13Ø GALV. THRU BOLTS

2-38x140 TREADS

38x286 STRINGERS (3)

ELEV. 100.12

ELEV. 99.00

255

CONTINUOUS MEMBRANE

914

150

450

400

10x75 BENTPLATE ANGLEEACH SIDE

42 Ø PIPE RUNGS@ 300 o.c. ANDRAILS

NOTE: LADDER TO BE HOTDIPPED GALVANIZED

44S11 S11

DOCKEDGE

C LC L

25 CHAMFER(TYP.)

42Ø PIPE RAILS

DOCK BEAM

EXISTING DOCK CRIB

13Ø GALVANIZEDTHREADED RODWITH GALV.WASHERS AND NUTS

13Øx150 LONG GALV.LAG SCREWS

500

SITE

DIM

ENSI

ON

ELEV. 99.00

CONTINUOUSMEMBRANE

210

150

500

1500

HSS 51x51x4.8

SITE MEASUREMENT REQUIRED PRIORTO FABRICATION. FULLY WELD ANDGRIND WELDS SMOOTH. DOCK LADDERTO BE HOT DIPPED GALVANIZED.

42Ø PIPE RUNGS@ 300 o.c.

1016

150208150 150 208 150

EQ.

EQ.

203x318 STRINGER203x318 SPLICE PLATE

19Ø GALVANIZED THRUBOLTS WITH GALV. NUTSAND WASHERS

6 TYPICALDECK BOARDS

CONTINUOUS MEMBRANE

200

200

470

6565

350

25 THICK PLATE

324Ø CONC. FILLEDSTEEL PILE

HOLES FOR19Ø BOLTS

SCALE:46

S5 S11TYP. BRIDGE DECK BOARD FASTENING

1:5

SCALE:37

S6 S11TYPICAL ASPHALT BUTT JOINT CONNECTION DETAIL

N.T.S. SCALE:38

S6 S11HEAVY DUTY ASPHALT ROADWAY DETAIL

N.T.S. SCALE:39

S5 S11GRAVEL ROADWAY DETAIL

N.T.S. SCALE:40

S5 S11TYP. CONCRETE CURB DETAIL

N.T.S.

SCALE:42

S6 S11GATE DETAIL

1:20

SCALE:41

S5 S11TYP. ANCHOR BOLT DETAIL

N.T.S.

SCALE:47

S4 S11TYP. PILE ROCK INJECTOR DETAIL

1:10

SCALE:45

S5 S11SECTION

1:20

SCALE:43

S5 S11DETAIL

1:10

SCALE:44

S11 S11SECTION

1:10

SCALE:48

S7 S11TYP. DOCK STRINGER SPLICE DETAIL

1:20

SCALE:49

S10 S11TYP. PILE CAP PLATE DETAIL

1:10

GRANULAR COMPACTIONTO 100% S.P.M.D.D.

GRANULAR COMPACTIONTO 100% S.P.M.D.D.

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Parks Canada

Parcs Canada


RIDEAU CANAL



ELGIN ONTARIO



IAN McBEAN

R.079800.009

XX



KINGSTON, ONTARIO

CANADA K7P 0G2

PHONE: 613-634-7373

WWW.WSP.COM

ELEV. 99.00

DURING WORK TO REPLACE THE TOPTHREE LEVELS OF THE WOOD CRIBBING,TEMPORARILY RE-LOCATE OR SUPPORTEXISTING DOCK FRAMING TO REMAIN ASREQUIRED.

HIGH WATER LEVEL

LOW WATER LEVEL

TOP LAYER 3-292x292 NORTH-SOUTHD.FIR CRIB MEMBERS

2ND LAYER 2-292x292 EAST-WESTD.FIR CRIB MEMBERS3RD LAYER 3-292X292 NORTH-SOUTHD.FIR CRIB MEMBERS

PRE-BORE 22.2mm Ø HOLES IN EACHPIECE AND INTO PIECE BELOWTYPICAL. LOCATE APPROXIMATELYCENTERED ON THE OVERLAP.CONNECT EACH MEMBER AT EACH ENDTO MEMBER BELOW WITH 1-25mmØGALVANIZED DRIFT PINS WITH CONECHAMFER AT BOTTOM END.

REMOVE ALL EXISTING DECKBOARDS.REPLACE WITH 51x203 DECK BOARDSWHEN CRIBBING AND STRINGERREPAIR WORK COMPLETE. FASTENWITH COLOUR MATCHED CERAMICCOATED SCREWS #8x76mm LONGDESIGNED FOR USE WITH PRESSURETREATED LUMBER.

NOTCH ENDS SLIGHTLY, AS REQUIRED,TO MAKE LEVEL AND ADJUST FOR ANYTWIST IN MEMBERS, TYPICAL.

EXISTING 292x292 CRIB MEMBERS ATTHIS LEVEL AND BELOW TO REMAIN

203x318 STRINGER AND SPLICE PLATES

51

REMOVE OR CUT OFF FLUSHEXISTING DRIFT PINS THATEXIST BETWEEN DOCKSTRINGERS AND CRIBBINGTO BE DEMOLISHED.PROVIDE CONTINUOUS PROTECTIVE

MEMBER ABOVE ALL STRINGERSAFTER DRIFT PINS INSTALLED.

25 CHAMFER (TYP.)

1067

200

477

390

102x140 TOP RAIL

38X140 RAILS NEATLY RECESSEDINTO POSTS. FASTEN WITH 2-89MMHDG SPIRAL NAILS AT EACH POST.

140 x 89 POSTS@ MAX 1400 o.c.

120

120

4545

45 45

9.5MMØ HILTI HY-150ANCHORS S.S. (304)W/ 64 EMBEDMENT

PIPE RAILING ANDPOSTS TO MATCHEXISTING SIZE. MIN.PIPE HSS 42x4.8

120x120x9.5 STEELBASEPLATE

SCALE:50

S5 S12CRIBBING REPAIR SECTION

1:20

SCALE:51- S12

RAILING BASEPLATE DETAIL1:5

C:\U

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y\app

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local\

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8348

\151-

0616

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8-2:1

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BY:(d

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S12

90200 10 30 40 50 60 70 80 180110100 120 130 140 150 170 190 200 millimetres




B

A

A

Numéro du détail

B

Numéro sur dessin

Detail number



No. Description

Dwn.By

Des.Par

Date





Numéro du Dessin

Drawing Number/


Feuille


du

Sheet of









Parks Canada

Parcs Canada


RIDEAU CANAL



ELGIN ONTARIO



IAN McBEAN

R.079800.009

XX



KINGSTON, ONTARIO

CANADA K7P 0G2

PHONE: 613-634-7373

WWW.WSP.COM

rideau canal national historic site jones falls

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