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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
AutoCAD SHX Text
Public Services and Procurement Canada
AutoCAD SHX Text
Services publics et Approvisionnement Canada
AutoCAD SHX Text
Heritage Canals and Engineering Works Group
AutoCAD SHX Text
Parks Canada Infrastructure Directorate
AutoCAD SHX Text
Groupe Canaux historiques et travaux d'ingénierie
AutoCAD SHX Text
Direction de l'Infrastructure de Parcs Canada
AutoCAD SHX Text
Parks Canada
AutoCAD SHX Text
Parcs Canada
AutoCAD SHX Text
N
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:
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.
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.
Verify all dimensions and conditions on site and immediately notify the
Departmental Representative of all discrepancies.
B
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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
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:
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 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.
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
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
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.