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171-01726-00WSP PROJECT No.
JONES FALLS LOCKSTATION
LOCKS 39 - 42 REHABILITATION
ELGIN, ONTARIO
R.079800.009PSPC PROJECT No.
RIDEAU CANAL NATIONAL HISTORIC SITE
15
11
11
11
SITE
KEY PLAN
ISSUED FOR TENDER
(PART B)
LOCKS 39 - 42 REHABILITATION
AND TIMBER BRIDGE REPLACEMENT
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
05 LOCK 40 GENERAL ARRANGEMENT
06 LOCK 41 GENERAL ARRANGEMENT
07 LOCK 42 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
23 EAST MONOLITH 6 - REPAIR
LOCK 40 - 42: EAST WALL: LOCK 41
24 EAST CHAMBER WALL - REPAIR
25 EAST MONOLITH 4 - REPAIR
LOCK 40 - 42: EAST WALL: LOCK 42
26 EAST CHAMBER WALL - REPAIR
27 EAST MONOLITH 2 - 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
LOCK 40 - 42: WEST WALL: LOCK 41
32 WEST MONOLITH 3 - REPAIR
33 WEST CHAMBER WALL - REPAIR
LOCK 40 - 42: WEST WALL: LOCK 40
34 WEST MONOLITH 5 - REPAIR
35 WEST CHAMBER WALL - REPAIR
36 WEST MONOLITH 7 - 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
LOCK 40 - 42: Floors: LOCK 41
41 CHAMBER FLOOR - REMOVALS
42 LOWER GATE RECESS FLOOR - REMOVALS
LOCK 40 - 42: Floors: LOCK 40
43 UPPER GATE RECESS FLOOR - REPAIR
44 UPPER GATE RECESS FLOOR - REINFORCING
45 CHAMBER FLOOR - REPAIR
46 CHAMBER FLOOR - REINFORCING
47 LOWER GATE RECESS FLOOR - REPAIR
48 LOWER GATE RECESS FLOOR - REINFORCING
LOCK 40 - 42: Floors: LOCK 41
49 CHAMBER FLOOR - REPAIR
50 LOWER GATE RECESS FLOOR - REPAIR
51 LOWER GATE RECESS FLOOR - REINFORCING
LOCK 40 - 42: Floors: LOCK 42
52 CHAMBER FLOOR - REPAIR
53 LOWER GATE RECESS FLOOR - REPAIR
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
S11 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
S12 SECTIONS AND DETAILS
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:
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
R
I
D
E
A
U
C
A
N
A
L
F
L
O
W
U
P
P
E
R
L
O
C
K
3
9
W
H
A
R
F
L
O
W
E
R
L
O
C
K
S
POWER
GENERATION
BUILDING
STONE ARCH DAM
PENSTOCKS INTAKE
S A N D L AK E
OT
TA
WA
P
OW
ER
P
EN
TS
TO
CK
S
T
I
M
B
E
R
P
E
D
E
S
T
R
I
A
N
B
R
I
D
G
E
(
N
O
V
E
H
I
C
L
E
A
C
C
E
S
S
)
W
H
A
R
F
WASTE WEIR
HISTORIC BUILDING
(SWEENEY HOUSE)
C
A
N
A
L
B
O
U
N
D
A
R
Y
C
A
N
A
L
B
O
U
N
D
A
R
Y
CANAL BOUNDARY
K
E
N
N
E
Y
S
R
O
A
D
L
O
C
K
R
O
A
D
L
O
C
K
R
O
A
D
L
O
C
K
R
O
A
D
C
O
U
N
T
Y
R
O
A
D
1
1
J
O
N
E
S
F
A
L
L
S
R
O
A
D
T
O
H
W
Y
. 1
5
T U R N I N G
T
O
C
O
U
N
T
Y
R
D
. 1
1
L
O
C
K
4
2
L
O
C
K
4
1
L
O
C
K
4
0
LOCK MASTER'S
HOUSE
F
L
O
W
PO
WE
R H
OU
SE
A
CC
ES
S LA
NE
(D
O N
OT
B
LO
CK
)
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.
B
A
A
Numéro du détail
B
Numéro sur dessin
Detail number
Location dwg. number
Revision / Révision
No. Description
Dwn.By
Des.Par
Date
Designed by / Conçu par
Drawing title / Titre du dessin
Approved by / Approuvé par
Drawn by / Dessiné par
Numéro du Dessin
Drawing Number/
Project title / Titre du projet
Feuille
Drawing Date / Date du dessin
du
Sheet of
Project manager / Administrateur de projet
Project Number / Numéro du projet
Public Services and Procurement Canada
Services publics et Approvisionnement Canada
Heritage Canals and Engineering Works Group
Parks Canada Infrastructure Directorate
Groupe Canaux historiques et travaux d'ingénierie
Direction de l'Infrastructure de Parcs Canada
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
NATIONAL HISTORIC SITE
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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EXISTING SITE PLAN ANDGENERAL NOTES
C1
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.
B
A
A
Numéro du détail
B
Numéro sur dessin
Detail number
Location dwg. number
Revision / Révision
No. Description
Dwn.By
Des.Par
Date
Designed by / Conçu par
Drawing title / Titre du dessin
Approved by / Approuvé par
Drawn by / Dessiné par
Numéro du Dessin
Drawing Number/
Project title / Titre du projet
Feuille
Drawing Date / Date du dessin
du
Sheet of
Project manager / Administrateur de projet
Project Number / Numéro du projet
Public Services and Procurement Canada
Services publics et Approvisionnement Canada
Heritage Canals and Engineering Works Group
Parks Canada Infrastructure Directorate
Groupe Canaux historiques et travaux d'ingénierie
Direction de l'Infrastructure de Parcs Canada
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
NATIONAL HISTORIC SITE
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
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
Do not scale drawings.
Verify all dimensions and conditions on site and immediately notify the
Departmental Representative of all discrepancies.
B
A
A
Numéro du détail
B
Numéro sur dessin
Detail number
Location dwg. number
Revision / Révision
No. Description
Dwn.By
Des.Par
Date
Designed by / Conçu par
Drawing title / Titre du dessin
Approved by / Approuvé par
Drawn by / Dessiné par
Numéro du Dessin
Drawing Number/
Project title / Titre du projet
Feuille
Drawing Date / Date du dessin
du
Sheet of
Project manager / Administrateur de projet
Project Number / Numéro du projet
Public Services and Procurement Canada
Services publics et Approvisionnement Canada
Heritage Canals and Engineering Works Group
Parks Canada Infrastructure Directorate
Groupe Canaux historiques et travaux d'ingénierie
Direction de l'Infrastructure de Parcs Canada
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
NATIONAL HISTORIC SITE
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
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
S1 S2DEMOLITION SECTION
1:50 SCALE:5
S1 S2DEMOLITION SECTION
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
Do not scale drawings.
Verify all dimensions and conditions on site and immediately notify the
Departmental Representative of all discrepancies.
B
A
A
Numéro du détail
B
Numéro sur dessin
Detail number
Location dwg. number
Revision / Révision
No. Description
Dwn.By
Des.Par
Date
Designed by / Conçu par
Drawing title / Titre du dessin
Approved by / Approuvé par
Drawn by / Dessiné par
Numéro du Dessin
Drawing Number/
Project title / Titre du projet
Feuille
Drawing Date / Date du dessin
du
Sheet of
Project manager / Administrateur de projet
Project Number / Numéro du projet
Public Services and Procurement Canada
Services publics et Approvisionnement Canada
Heritage Canals and Engineering Works Group
Parks Canada Infrastructure Directorate
Groupe Canaux historiques et travaux d'ingénierie
Direction de l'Infrastructure de Parcs Canada
Parks Canada
Parcs Canada
PWGSC-B1 (1000 x 707) DATE PLOTTED: FILE NAME: Jun 15, 2018 151-06165-04-S1.dwgLAYOUT NAME: S2PLOTTED BY: DAVE.HANDY
RIDEAU CANAL
NATIONAL HISTORIC SITE
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
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
Do not scale drawings.
Verify all dimensions and conditions on site and immediately notify the
Departmental Representative of all discrepancies.
B
A
A
Numéro du détail
B
Numéro sur dessin
Detail number
Location dwg. number
Revision / Révision
No. Description
Dwn.By
Des.Par
Date
Designed by / Conçu par
Drawing title / Titre du dessin
Approved by / Approuvé par
Drawn by / Dessiné par
Numéro du Dessin
Drawing Number/
Project title / Titre du projet
Feuille
Drawing Date / Date du dessin
du
Sheet of
Project manager / Administrateur de projet
Project Number / Numéro du projet
Public Services and Procurement Canada
Services publics et Approvisionnement Canada
Heritage Canals and Engineering Works Group
Parks Canada Infrastructure Directorate
Groupe Canaux historiques et travaux d'ingénierie
Direction de l'Infrastructure de Parcs Canada
Parks Canada
Parcs Canada
PWGSC-B1 (1000 x 707) DATE PLOTTED: FILE NAME: Jun 15, 2018 151-06165-04-S1.dwgLAYOUT NAME: S3PLOTTED BY: DAVE.HANDY
RIDEAU CANAL
NATIONAL HISTORIC SITE
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
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
Do not scale drawings.
Verify all dimensions and conditions on site and immediately notify the
Departmental Representative of all discrepancies.
B
A
A
Numéro du détail
B
Numéro sur dessin
Detail number
Location dwg. number
Revision / Révision
No. Description
Dwn.By
Des.Par
Date
Designed by / Conçu par
Drawing title / Titre du dessin
Approved by / Approuvé par
Drawn by / Dessiné par
Numéro du Dessin
Drawing Number/
Project title / Titre du projet
Feuille
Drawing Date / Date du dessin
du
Sheet of
Project manager / Administrateur de projet
Project Number / Numéro du projet
Public Services and Procurement Canada
Services publics et Approvisionnement Canada
Heritage Canals and Engineering Works Group
Parks Canada Infrastructure Directorate
Groupe Canaux historiques et travaux d'ingénierie
Direction de l'Infrastructure de Parcs Canada
Parks Canada
Parcs Canada
PWGSC-B1 (1000 x 707) DATE PLOTTED: FILE NAME: Jun 15, 2018 151-06165-04-S1.dwgLAYOUT NAME: S4PLOTTED BY: DAVE.HANDY
RIDEAU CANAL
NATIONAL HISTORIC SITE
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
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
GUARDRAIL AND EDGE OF DECK
75Ø PVC DRAIN PIPE
GUARDRAIL
51x203 DECK BOARDS(ELEV. 99.00)
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
REINSTATE EXISTING EMBANKMENTTO MATCH EXISTING AND FINISHWITH 100 TOPSOIL AND SOD
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
GENERAL NOTES ON DRAWING S1
5465±REFER TO STEEL PILE
GENERAL NOTES ON DRAWING S1
5465±REFER TO STEEL PILE
GENERAL NOTES ON DRAWING S1
31S5 S10
32S5 S10
31S5 S10
32S5 S10
31S5 S10
3400
537
537
GUARDRAIL AND EDGE OF DECK
203x203 CURB
102x203 DECK BOARDS(ELEV. 100.12)
203x203 CURB
GUARDRAIL AND EDGE OF DECK
GUARDRAIL
51x203 DECK BOARDS(ELEV. 99.00)
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
Do not scale drawings.
Verify all dimensions and conditions on site and immediately notify the
Departmental Representative of all discrepancies.
B
A
A
Numéro du détail
B
Numéro sur dessin
Detail number
Location dwg. number
Revision / Révision
No. Description
Dwn.By
Des.Par
Date
Designed by / Conçu par
Drawing title / Titre du dessin
Approved by / Approuvé par
Drawn by / Dessiné par
Numéro du Dessin
Drawing Number/
Project title / Titre du projet
Feuille
Drawing Date / Date du dessin
du
Sheet of
Project manager / Administrateur de projet
Project Number / Numéro du projet
Public Services and Procurement Canada
Services publics et Approvisionnement Canada
Heritage Canals and Engineering Works Group
Parks Canada Infrastructure Directorate
Groupe Canaux historiques et travaux d'ingénierie
Direction de l'Infrastructure de Parcs Canada
Parks Canada
Parcs Canada
PWGSC-B1 (1000 x 707) DATE PLOTTED: FILE NAME: Jun 15, 2018 151-06165-04-S1.dwgLAYOUT NAME: S5PLOTTED BY: DAVE.HANDY
RIDEAU CANAL
NATIONAL HISTORIC SITE
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
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
GENERAL NOTES ON DRAWING S1
5465±REFER TO STEEL PILE
GENERAL NOTES ON DRAWING S1
31S5 S10
32S6 S10 31
S6 S1032
S6 S10
SIM.SIM. SIM.
3400
537
537
43S5 S11
GUARDRAIL AND EDGE OF DOCK
203x203 CURB
102x203 DECK BOARDS(ELEV. 100.12)
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 EMBANKMENTTO MATCH EXISTING AND FINISHWITH 100 TOPSOIL AND SOD
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
HANDRAIL AND POSTS.REFER TO SECTION 25/S9
HANDRAIL AND POSTS.REFER TO SECTION 24/S9
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
Do not scale drawings.
Verify all dimensions and conditions on site and immediately notify the
Departmental Representative of all discrepancies.
B
A
A
Numéro du détail
B
Numéro sur dessin
Detail number
Location dwg. number
Revision / Révision
No. Description
Dwn.By
Des.Par
Date
Designed by / Conçu par
Drawing title / Titre du dessin
Approved by / Approuvé par
Drawn by / Dessiné par
Numéro du Dessin
Drawing Number/
Project title / Titre du projet
Feuille
Drawing Date / Date du dessin
du
Sheet of
Project manager / Administrateur de projet
Project Number / Numéro du projet
Public Services and Procurement Canada
Services publics et Approvisionnement Canada
Heritage Canals and Engineering Works Group
Parks Canada Infrastructure Directorate
Groupe Canaux historiques et travaux d'ingénierie
Direction de l'Infrastructure de Parcs Canada
Parks Canada
Parcs Canada
PWGSC-B1 (1000 x 707) DATE PLOTTED: FILE NAME: Jun 15, 2018 151-06165-04-S1.dwgLAYOUT NAME: S6PLOTTED BY: DAVE.HANDY
RIDEAU CANAL
NATIONAL HISTORIC SITE
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
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
GENERAL NOTES ON DRAWING S1
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
EXPANSION JOINT.REFER TO TYPICALDETAIL ON DRAWING S9
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
5465±REFER TO STEEL PILE
GENERAL NOTES ON DRAWING S1
7311± 5465±REFER TO STEEL PILE
GENERAL NOTES ON DRAWING S1
7587± 5465±REFER TO STEEL PILE
GENERAL NOTES ON DRAWING S1
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
203x318x1016 LONGSPLICE PLATE. REFERTO DETAIL 48/S11
203x318x1016 LONGSPLICE PLATE. REFERTO DETAIL 48/S11
203x318x1016 LONGSPLICE PLATE. REFERTO DETAIL 48/S11
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
REPLACE TOP THREELEVELS OF CRIBBING ASPER SECTION 31/S10
REPLACE TOP THREELEVELS OF CRIBBING ASPER SECTION 31/S10
38x286 STAIRSTRINGERS
REPLACE TOP THREELEVELS OF CRIBBING ASPER SECTION 31/S10
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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\151-
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8-2:1
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BY:(d
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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
Do not scale drawings.
Verify all dimensions and conditions on site and immediately notify the
Departmental Representative of all discrepancies.
B
A
A
Numéro du détail
B
Numéro sur dessin
Detail number
Location dwg. number
Revision / Révision
No. Description
Dwn.By
Des.Par
Date
Designed by / Conçu par
Drawing title / Titre du dessin
Approved by / Approuvé par
Drawn by / Dessiné par
Numéro du Dessin
Drawing Number/
Project title / Titre du projet
Feuille
Drawing Date / Date du dessin
du
Sheet of
Project manager / Administrateur de projet
Project Number / Numéro du projet
Public Services and Procurement Canada
Services publics et Approvisionnement Canada
Heritage Canals and Engineering Works Group
Parks Canada Infrastructure Directorate
Groupe Canaux historiques et travaux d'ingénierie
Direction de l'Infrastructure de Parcs Canada
Parks Canada
Parcs Canada
PWGSC-B1 (1000 x 707) DATE PLOTTED: FILE NAME: Jun 15, 2018 151-06165-04-S1.dwgLAYOUT NAME: S7PLOTTED BY: DAVE.HANDY
RIDEAU CANAL
NATIONAL HISTORIC SITE
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
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.
7132± 5465±REFER TO STEEL PILE
GENERAL NOTES ON DRAWING S1
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
EXPANSION JOINT.REFER TO TYPICALDETAIL ON DRAWING S9
EXPANSION JOINT.REFER TO TYPICALDETAIL ON DRAWING S9
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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\151-
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BY:(d
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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
Do not scale drawings.
Verify all dimensions and conditions on site and immediately notify the
Departmental Representative of all discrepancies.
B
A
A
Numéro du détail
B
Numéro sur dessin
Detail number
Location dwg. number
Revision / Révision
No. Description
Dwn.By
Des.Par
Date
Designed by / Conçu par
Drawing title / Titre du dessin
Approved by / Approuvé par
Drawn by / Dessiné par
Numéro du Dessin
Drawing Number/
Project title / Titre du projet
Feuille
Drawing Date / Date du dessin
du
Sheet of
Project manager / Administrateur de projet
Project Number / Numéro du projet
Public Services and Procurement Canada
Services publics et Approvisionnement Canada
Heritage Canals and Engineering Works Group
Parks Canada Infrastructure Directorate
Groupe Canaux historiques et travaux d'ingénierie
Direction de l'Infrastructure de Parcs Canada
Parks Canada
Parcs Canada
PWGSC-B1 (1000 x 707) DATE PLOTTED: FILE NAME: Jun 15, 2018 151-06165-04-S1.dwgLAYOUT NAME: S8PLOTTED BY: DAVE.HANDY
RIDEAU CANAL
NATIONAL HISTORIC SITE
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
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
15 @ 300 LONGIT.TOP AND 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
20 @ 300 DOWELS TYP.
20 @ 300 DOWELS TYP.
800
20 @ 300 VERTS. TYPICAL
15 @ 300 HORIZ. TYP.
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.
STEEL GUARDRAIL WITHCAST IRON FITTINGS TOMATCH EXISTING WESTABUTMENT RAILS
15 @ 300 VERTS. TYP.
MATC
H EX
ISTI
NG G
RADE
SAP
PROX
. MAX
. 152
5
305±
305±
15 @ 400 HORIZ. TYP.
20 @ 300 DOWELS TYP.
50 CONCRETE MUDSLAB
15 @ 300 HORIZ. TYP.
305±
200
300
800
50 RADIUS
20 @ 300 TOP & BOTTOM
15 @ 300 LONGIT.TOP AND BOTTOM
20 @ 300 VERTS. TYPICAL
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
15 @ 300 HORIZ. TYP.
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.
20 @ 300 VERTS. TYPICAL
20 @ 300 DOWELS TYP.
15 @ 400 HORIZ. TYPICAL
20 @ 300 TOP AND BOTTOM800
15 @ 300 LONGIT.TOP AND BOTTOM
300
TOP OF BEARINGELEV. 97.00±
300
15 @ 300 VERTS. TYP.
HIGH WATER LEVEL
INTENTIONALLY ROUGHENTO AN AMPLITUDE OF 5mmAT JOINT INTERFACE TYP.
20 @ 300 DOWELS TYP.
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
50Ø PVC PIPE WEEPHOLES @ 2000 o.c.
100
MIN.
STEEL GUARDRAIL WITHCAST IRON FITTINGS TOMATCH EXISTING WESTABUTMENT RAILS
20 @ 300 DOWELS TYP.
20 @ 300 TOP & BOTTOM
MATC
H EX
ISTI
NG G
RADE
SAP
PROX
. MAX
. 115
0
15 @ 300 LONGIT.TOP AND BOTTOM
EQ.
15 @ 400 HORIZ. TYP.
800
1
300
EQ.
300 SQ. CLEAR STONEWRAPPED WITH FILTER CLOTH
20 @ 300 VERTS. TYPICAL
20 @ 300 DOWELS TYP.
INTENTIONALLY ROUGHENTO AN AMPLITUDE OF 5mmAT JOINT INTERFACE TYP.
15 @ 300 VERTS. TYP.
15 @ 300 HORIZ. TYP.
300
50 CONC. MUDSLAB
3100
MIN
IMUM
TOP OF BRIDGE ELEV. 100.12
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
20 @ 300 DOWELS TYP.
15 @ 300 VERTS. TYP.
300
15 @ 300 HORIZ. TYP.
50 CONC. MUDSLAB
400
400
GRAN. 'A' ATTOE IN LAKE
800
15 @ 400 HORIZ. TYP.
15 @ 200 TOP & BOTTOM
15 @ 300 LONGIT.TOP AND BOTTOM
INTENTIONALLY ROUGHENTO AN AMPLITUDE OF 5mmAT JOINT INTERFACE TYP.
20 @ 300 VERTS. TYPICAL
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 HORIZ. TYP.
15 @ 300 IN 300 SQ. KEYCAST WITH FOOTING
300300
15 @ 300 EA. WAYTOP AND BOTTOM
15 @ 300 VERTS/DWLS TYP.
INTENTIONALLY ROUGHENTO AN AMPLITUDE OF 5mmAT JOINT INTERFACE 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)
50Ø PVC PIPE WEEPHOLES @ 2000 o.c.
100
MIN.
STEEL GUARDRAIL WITHCAST IRON FITTINGS TOMATCH EXISTING WESTABUTMENT RAILS
300INTENTIONALLY ROUGHENTO AN AMPLITUDE OF 5mmAT JOINT INTERFACE TYP.
50 CONC. MUDSLAB
EQ.
TOP OF BRIDGE ELEV. 100.12
EQ.
15 @ 300 LONGIT.TOP AND BOTTOM
20 @ 300 TOP & BOTTOM
15 @ 400 HORIZ. TYP.
300 SQ. CLEAR STONEWRAPPED WITH FILTER CLOTH
800
20 @ 300 DOWELS TYP.
20 @ 300 VERTS. TYPICAL
300
15 @ 300 VERTS. TYP.
20 @ 300 DOWELS TYP.
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
Do not scale drawings.
Verify all dimensions and conditions on site and immediately notify the
Departmental Representative of all discrepancies.
B
A
A
Numéro du détail
B
Numéro sur dessin
Detail number
Location dwg. number
Revision / Révision
No. Description
Dwn.By
Des.Par
Date
Designed by / Conçu par
Drawing title / Titre du dessin
Approved by / Approuvé par
Drawn by / Dessiné par
Numéro du Dessin
Drawing Number/
Project title / Titre du projet
Feuille
Drawing Date / Date du dessin
du
Sheet of
Project manager / Administrateur de projet
Project Number / Numéro du projet
Public Services and Procurement Canada
Services publics et Approvisionnement Canada
Heritage Canals and Engineering Works Group
Parks Canada Infrastructure Directorate
Groupe Canaux historiques et travaux d'ingénierie
Direction de l'Infrastructure de Parcs Canada
Parks Canada
Parcs Canada
PWGSC-B1 (1000 x 707) DATE PLOTTED: FILE NAME: Jun 15, 2018 151-06165-04-S1.dwgLAYOUT NAME: S9PLOTTED BY: DAVE.HANDY
RIDEAU CANAL
NATIONAL HISTORIC SITE
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
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
TOP OF DECKELEV. 100.12
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
TOP OF DECKELEV. 100.12
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
Do not scale drawings.
Verify all dimensions and conditions on site and immediately notify the
Departmental Representative of all discrepancies.
B
A
A
Numéro du détail
B
Numéro sur dessin
Detail number
Location dwg. number
Revision / Révision
No. Description
Dwn.By
Des.Par
Date
Designed by / Conçu par
Drawing title / Titre du dessin
Approved by / Approuvé par
Drawn by / Dessiné par
Numéro du Dessin
Drawing Number/
Project title / Titre du projet
Feuille
Drawing Date / Date du dessin
du
Sheet of
Project manager / Administrateur de projet
Project Number / Numéro du projet
Public Services and Procurement Canada
Services publics et Approvisionnement Canada
Heritage Canals and Engineering Works Group
Parks Canada Infrastructure Directorate
Groupe Canaux historiques et travaux d'ingénierie
Direction de l'Infrastructure de Parcs Canada
Parks Canada
Parcs Canada
PWGSC-B1 (1000 x 707) DATE PLOTTED: FILE NAME: Jun 15, 2018 151-06165-04-S1.dwgLAYOUT NAME: S10PLOTTED BY: DAVE.HANDY
RIDEAU CANAL
NATIONAL HISTORIC SITE
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
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.
C:\U
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SECTIONS AND DETAILS
S11
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.
B
A
A
Numéro du détail
B
Numéro sur dessin
Detail number
Location dwg. number
Revision / Révision
No. Description
Dwn.By
Des.Par
Date
Designed by / Conçu par
Drawing title / Titre du dessin
Approved by / Approuvé par
Drawn by / Dessiné par
Numéro du Dessin
Drawing Number/
Project title / Titre du projet
Feuille
Drawing Date / Date du dessin
du
Sheet of
Project manager / Administrateur de projet
Project Number / Numéro du projet
Public Services and Procurement Canada
Services publics et Approvisionnement Canada
Heritage Canals and Engineering Works Group
Parks Canada Infrastructure Directorate
Groupe Canaux historiques et travaux d'ingénierie
Direction de l'Infrastructure de Parcs Canada
Parks Canada
Parcs Canada
PWGSC-B1 (1000 x 707) DATE PLOTTED: FILE NAME: Jun 15, 2018 151-06165-04-S1.dwgLAYOUT NAME: S11PLOTTED BY: DAVE.HANDY
RIDEAU CANAL
NATIONAL HISTORIC SITE
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
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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BY:(d
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SECTIONS AND DETAILS
S12
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.
B
A
A
Numéro du détail
B
Numéro sur dessin
Detail number
Location dwg. number
Revision / Révision
No. Description
Dwn.By
Des.Par
Date
Designed by / Conçu par
Drawing title / Titre du dessin
Approved by / Approuvé par
Drawn by / Dessiné par
Numéro du Dessin
Drawing Number/
Project title / Titre du projet
Feuille
Drawing Date / Date du dessin
du
Sheet of
Project manager / Administrateur de projet
Project Number / Numéro du projet
Public Services and Procurement Canada
Services publics et Approvisionnement Canada
Heritage Canals and Engineering Works Group
Parks Canada Infrastructure Directorate
Groupe Canaux historiques et travaux d'ingénierie
Direction de l'Infrastructure de Parcs Canada
Parks Canada
Parcs Canada
PWGSC-B1 (1000 x 707) DATE PLOTTED: FILE NAME: Jun 15, 2018 151-06165-04-S1.dwgLAYOUT NAME: S12PLOTTED BY: DAVE.HANDY
RIDEAU CANAL
NATIONAL HISTORIC SITE
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