station 4 construction - kingston, ontario
TRANSCRIPT
Construction
Station 4
Please provide your comments on the comments cards supplied at each station. Comment cards can be taken
home and returned to the City or comments can be provided online via the project website.
www.ThirdCrossing.CityofKingston.ca
ThirdCrossing.CityofKingston.ca - [email protected]
Construction
Construction Method and AccessThe selection of the preferred construction method was based on a number of technical studies, including Geotechnical Studies as well as Hydrotechnical Analysis.
• The preferred construction method is the Causeway-Trestle Solution (CTS), a hybrid construction approach.
• The CTS involves a combination of temporary causeways and a temporary work bridge (trestle) to access the piers and superstructure.
• A ferry barge or lifting span bridge will be used to transport equipment and material over the navigable channel.
JOB NO.
TASK NO.
SHEET NO.
DESIGNED BY
DRAWN BY
CHECKED BY
SCALE
DATE (MM-DD-YY)
IF SHEET IS LESS THAN 22"x34"IT IS A REDUCED PRINT SCALE
REDUCED ACCORDINGLY
AS NOTED
REV. DATE BY DESCRIPTION CHK'D
PROJECT LOCATIONPROJECT TITLE
PROJECT TASK
DRAWING SUBJECT
19-171
J.R.P.
06-28-19 OF
A.E.M.
T.J.S.
KINGSTON, ONKINGSTON THIRD CROSSING BRIDGE IPD
TEMPORARY ACCESS CAUSEWAY
4
501.02.01
DR
AW
ING
FIL
E: 5
01.0
2.01
.DW
G 7
/29/
2019
1:5
9 P
M
12
PR
ELIM
INA
RY
- N
OT F
OR
CO
NS
TR
UC
TIO
N
PRINT ISONE HALFINDICATED
SCALEA 06-28-19 J.R.P. ISSUED FOR REVIEW T.J.S.
B 07-29-19 J.R.P. RE-ISSUED FOR REVIEW T.J.S.
ZONE 1 CAUSEWAY - EXPECTED TYPICAL CROSS SECTIONS
T/O PEATEL VARIES72.9 - 73.5 m
VAR
IES
0 ≤
2.0
CL MAINLINE
14.00
TYP
CAUSEWAY NOTES:
1. REFER TO SHEET 1 FOR GENERAL NOTES AND CAUSEWAYMATERIAL SPECIFICATIONS
2. LOWER EXTENT OF GRANULAR FILL WILL BE DEPENDENTON DISPLACEMENT AND COMPRESSION OF EXISTINGORGANIC MATERIAL BELOW RIVERBED
3. GEOGRID SHALL HAVE TYPICAL CONFIGURATION SHOWNON SHEET 8
4. ENSURE A LAYER OF GRANULAR MATERIAL BETWEEN TWOLAYERS OF GEOGRID TO PREVENT CONTACT BETWEENSYNTHETIC MATERIALS
5. VIBRATING WIRE PIEZOMETERS MAY BE REQUIRED TOMONITOR THE DISSIPATION OF EXCESS PORE WATERPRESSURE WITHIN THE UNDERLYING PEAT, ORGANIC SOIL,OR SILTY CLAY/CLAY. THE NEED TO INSTALL PIEZOMETERS,AND THE MONITORING LOCATIONS, WILL BE DETERMINEDBASED ON THE OBSERVED BEHAVIOUR OF THEPEAT/ORGANIC SOIL DURING THE CAUSEWAYCONSTRUCTION. IF DEEMED NECESSARY, INSTALLATION OFTHE PIEZOMETERS WILL BE REQUIRED PRIOR TO ANY DRILLRIG OR CRANE OPERATION.
0.3 m THK ROAD TOPPING
ROCK FILL
STRATAGRID SG1400 UNIAXIAL GEOGRID
T/O CAUSEWAYEL 76.50 m
AVG HIGH WATEREL 75.26 m
SEE CAUSEWAY NOTE 2
T/O PEATEL VARIES72.9 - 73.5 m
VAR
IES
0 ≤
2.0
CL MAINLINE
14.00
MAINLINE
ROCK FILL
STRATAGRID SG1400 UNIAXIAL GEOGRID
AVG HIGH WATEREL 75.26 m
SEE CAUSEWAY NOTE 2
1.51
ROAD TOPPING
MODIFIED GRANULAR B (TYPE 2)
1.51
ZONE 1 - SHALLOW PEAT (≤ 2.0 m) - MAINLINESCALE: NTS
A
2 4
ZONE 1 - SHALLOW PEAT (≤ 2.0 m) - MAINLINE & FINGERSCALE: NTS
B
2 4
1.51
1:100 YEAREL 76.00 m
T/O CAUSEWAYEL 76.50 m
1:100 YEAREL 76.00 m
CONSTRUCTION NOTES:
1. THE CAUSEWAY CROSS SECTION SHOWN IS NOT TOSCALE.THE REALIZED BASE OF ROCK FILL PROFILE WILL BEA FUNCTION OF CONSTRUCTION METHOD, VARIABILITY OFGEOTECHNICAL CONDITIONS AND CONSISTENCY INCONSTRUCTION TECHNIQUE. POCKET/ZONES OF PEAT AREEXPECTED TO BE TRAPPED PARTICULARLY AT THECENTER OF THE MAINLINE AND AT THE TRANSITION OF THEMAINLINE AND FINGERS. HOWEVER, CONSTRUCTIONPROCEDURE MUST BE DEVELOPED TO MINIMIZE THEVARIABILITY TO THE PROFILE TO ASSURE SATISFACTORYPERFORMANCE. THE PROPOSED WORK PLAN SHOULD BESUBMITTED TO THE ENGINEER OF RECORD FOR REVIEW.
2. THE INITIAL WORKING PLATFORM FOR PLACEMENT OF THELOWER GEOGRID LAYER SHOULD BE NOT HIGHER THAN 0.2TO 0.4 m ABOVE THE WATER LEVEL AT THE TIME OFPLACEMENT. BASED ON HISTORICAL WATER LEVELS INLAKE ONTARIO AT KINGSTON, ON, THE HIGHEST EXPECTEDWATER LEVELS DURING THE CAUSEWAY CONSTRUCTIONARE SHOWN BELOW.
3. THE TOP OF THE WORKING PLATFORM PRIOR TOPLACEMENT OF GEOGRID SHALL BE REPORTED TO THEENGINEER OF RECORD FOR APPROVAL.
WATER LEVEL SCHEDULE
MONTHFORCASTED
AVERAGEWATER EL (m) *
HIGHESTEXPECTED
WATER EL (m) *
AUG-2019 75.70 75.80 [1]
SEP-2019 75.40 75.60 [1]
OCT-2019 75.20 75.40 [1]
NOV-2019 75.00 75.30 [1]
DEC-2019 74.90 75.30 [1]
JAN-2020 - 74.90 [2]
FEB-2020 - 75.00 [2]
MAR-2020 - 75.00 [2]
APR-2020 - 75.50 [2]
* DATA BASED ON FORECASTS PUBLISHED BY THEINTERNATIONAL LAKE ONTARIO-ST. LAWRENCE RIVER BOARDWEBSITE HTTPS://IJC.ORG/EN/LOSLRB/WATERSHED/FORECASTSON JULY 18 2019
[1] VALUES REPRESENT WATER LEVELS THAT WOULD BEEXCEEDED 5% OF THE TIME IF SIMILAR WET CONDITIONS WERETO OCCUR
[2] VALUES REPRESENT HIGHEST WATER LEVELS OBSERVED BETWEEN 2017 TO 2019 INCLUSIVE
4. BASED ON THE CURRENT CONSTRUCTION SCHEDULE OFTHE CAUSEWAY, IT IS EXPECTED THAT THE GEOGRIDEMBEDMENT DEPTHS SHOWN CAN BE ACHIEVED. THEELEVATION OF THE GEOGRID LAYERS SHALL BE REPORTEDTO THE ENGINEER OF RECORD PRIOR TO PLACEMENT.AS-BUILT CONDITIONS, WHICH INCLUDE THE GEOGRIDELEVATIONS ALONG THE CAUSEWAY, SHALL BE RECORDEDAND REPORTED TO THE ENGINEER OF RECORD TO ENSUREACCEPTABLE CONDITIONS. SECTIONS WHICH MAY NOT HAVESUFFICIENT GEOGRID EMBEDMENT MAY WARRANT SPECIALCONSIDERATIONS.
15.00 MIN
FINGER
1.51 PEAT MATERIAL DISPLACED
BY ROCK FILL PLACEMENT(SHEAR WAVE)
PEAT MATERIAL DISPLACEDBY ROCK FILL PLACEMENT(SHEAR WAVE)
WRAP-AROUND ANCHOR
2.00
MIN, TYP
0.30
MIN
, TYP
WR
AP A
RO
UN
D
LEGEND:
GEOGRID MACHINE DIRECTION ALIGNED NORTH-SOUTH
GEOGRID MACHINE DIRECTION ALIGNED EAST-WEST
2.00
MIN2.00
MIN
0.30
MIN
, TYP
WR
AP A
RO
UN
D
1.20
1.20 0.
90
0.30
MIN
, TYP
\
WR
AP A
RO
UN
D
SEE CAUSEWAY NOTE 4
T-BAR & WARNING ROPE, TYP
1.00
TYP
BULL RAIL, TYP
T-BAR & WARNING ROPE, TYP
BULL RAIL, TYP
1.00
SEE
CO
NST
NO
TES
SEE
CO
NST
NO
TES
SEE
CO
NST
NO
TES
• Based on the peat layer thickness of the river bed of a specific section of causeway, the causeway area has been classed into three zones where three causeway designs are proposed to be utilized.
• The causeways would to be progressively placed until the end of 2019 and would be progressively removed between 2020 to 2021.
ThirdCrossing.CityofKingston.ca - [email protected]
Construction
- -
PLANSCALE: 1:2000
APPROXIMATE LOCATION OFHYDRO ONE SUBMERGEDUTILITY LINES
0ELEVATIONHORIZONTAL SCALE 1:2000VERTICAL SCALE: 1:400
0
NON-COHESIVE GLACIAL TILL
DETAIL 1ENLARGEMENT OF BH-18-107N.T.S.
BEDROCK
SILTY CLAY TO CLAY
SEE DETAIL 1NON-COHESIVEGLACIAL TILL
LOW WATER LEVEL
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PROJECT No. :
DESIGNED BY:
DRAWN BY:
APPROVED BY:
CHECKED BY:
ENGINEER'S SEAL
PROJECT:
DRAWING:
REFERENCE DRAWINGS
DRAWING TITLEDRAWING No.
CLIENT:
DATE BY
REVISIONS
No. DESCRIPTION
SCALE: DATE:
REVISION No.DRAWING No.
CITY OF KINGSTONTHIRD CROSSING OF THECATARAQUI RIVER
Figure 2Borehole Layout and Stratigarphic Profile
Bridge Piers and Abutments
18-4046
B
K KORTEKAAS G QU
G QU S HINCHBERGER AS NOTEDA 2019-01-18 GQ ISSUED FOR GEOTECHNICAL REPORT
1. HORIZONTAL & VERTICAL CO-ORDINATES ARE UTM ZONE 18 (NAD83 CSRS).
2. BOREHOLE LOCATION SURVEYED USING HAND-HELD GPS WITH AN ACCURACY OF +/- 3m.
3. THE BOUNDARIES BETWEEN SOIL STRATA HAVE BEEN ESTABLISHED ONLY FOR BOREHOLELOCATIONS. THE SOIL STRATA BETWEEN BOREHOLE LOCATIONS IS ASSUMED.
4. THIS DRAWING IS TO BE READ WITH SUBJECT REPORT.
5. THIS DRAWING IS FOR SUBSURFACE INFORMATION ONLY. SURFACE DETAILS AND FEATURESARE FOR CONCEPTUAL ILLUSTRATION ONLY.
6. PIER LOCATION UPDATED AS PER PLAN PROVIDED BY HATCH (H357883-03-260-WIP0-1000)2019-01-09.
7. WATER LEVEL DATUM BELOW;
LOW WATER DATUM EL. 74.16 CANADIAN HYDROGRAPHIC SERVICE(LAKE ONTARIO)
AVERAGE HIGH WATER EL. 75.26 MINISTRY OF NATURAL RESOURCES(LAKE ONTARIO)
REGULATORY WATER LEVEL EL. 76.30 CATARAQUI REGION CONSERVATION AUTHORITY "REGULATORY LIMIT WITHIN STUDY AREA"
LEGEND:
WORK POINT
BH-18-102BH-18-103BH-18-104BH-18-105BH-18-106BH-18-107BH-18-108
EASTING
382 089382 513382 782382 876382 952382 157382 281
NORTHING
4 901 5614 901 6654 901 7004 901 6984 901 6984 901 5754 901 606
BH-18-101 382 018 4 901 546
BOREHOLE COORDINATES
NOTES:
2018 BOREHOLEINVESTIGATIONS (TULLOCH)
2016 BOREHOE INVESTIGATIONS(GOLDER), * FOR SCPT AND BOREHOLES
BH-18-109 382 327 4 901 625
2010 BOREHOLE INVESTIGATIONS(GOLDER, REPORT NO. 09-1121-0016)
BH-18-111 382 374 4 901 632BH-18-110 382 245 4 901 597
BH-18-201BH-18-202
381 911381 892
4 901 5294 901 531
B 2019-03-29 GQ ISSUED FOR GEOTECHNICAL REPORT
H357883-04-240-0001, Rev 1
Additional Geotechnical Investigations in Fall 2018 Findings:• Confirmation that permanent design for bridge foundations adequate (with respect to lateral capacity) • Very deep bedrock on west• Determination that Silty Clay overburden does not have capacity to support vertical loads of piles (trestle or permanent)
Existing ConditionsConsistent, shallow water depth (1.5-2m)
Soft Silty Clay Overburden
Deep Bedrock
ThirdCrossing.CityofKingston.ca - [email protected]
Construction
Trestle Zone
Determining the Right Access Method
Causeway Access• The causeway consists of the main causeway access and fingers that will allow access to the piers• Consistent, shallow water depth (1.5-2m)• Use of locally sourced rock fill material is available and re-used on project• Safety during construction
Trestle 5-15m water depth
Trestle Access• Trestle consists of the main trestle spans and fingers that allow access to the Piers • Suitable rock depth for piles (20m)• Same open dimension as Cataraqui River at Belle Island (same hydraulic conditions)
Causeway Zone
10+300
10+400
10+500
10+600
10+700
10+800
10+900
11+000
11+100
11+20011+300
11+400
ELEV
ATIO
N (m
)
BH-1
8-10
6
16-1
02*
16-2
09
16-1
01
16-1
06
16-1
05
16-1
04
NB-
1
BH-1
8-10
7
BH-1
8-10
2
BH-1
8-10
1
BH-1
8-10
3
BH/C
PT/D
MT-
18-1
10
10-2
BH-1
8-10
8
BH-1
8-10
9
BH-1
8-11
1
70
80
90
10+400.00 10+500.00 10+600.00 10+700.00 10+800.00 10+900.00 11+000.00 11+100.00 11+200.00 11+300.00
40
50
60
20
30
70
80
90
40
50
60
20
30
1010
16-2
01
11+400.00 11+500.00
POSSIBLEFAULT ZONE
POSSIBLEFAULT ZONE
16-2
01
16-1
03
16-2
08
BH/C
PT-1
8-10
4
BH-1
8-20
2
BH-1
8-20
1
10+300.0010+240
ELEV
ATIO
N (m
)
BH/C
PT/D
MT-
18-1
05JOB NO.
TASK NO.
SHEET NO.
DESIGNED BY
DRAWN BY
CHECKED BY
SCALE
DATE (MM-DD-YY)
IF SHEET IS LESS THAN 22"x34"IT IS A REDUCED PRINT SCALE
REDUCED ACCORDINGLY
AS NOTED
REV. DATE BY DESCRIPTION CHK'D
PROJECT LOCATIONPROJECT TITLE
PROJECT TASK
DRAWING SUBJECT
19-171
J.R.P.
06-28-19 OF
A.E.M.
T.J.S.
KINGSTON, ONKINGSTON THIRD CROSSING BRIDGE IPD
TEMPORARY ACCESS CAUSEWAY
2
501.02.01
DR
AW
ING
FIL
E: 5
01.0
2.01
.DW
G 7
/29/
2019
1:5
9 P
M
12
PR
ELIM
INA
RY
- N
OT F
OR
CO
NS
TR
UC
TIO
N
PRINT ISONE HALFINDICATED
SCALEA 06-28-19 J.R.P. ISSUED FOR REVIEW T.J.S.
B 07-29-19 J.R.P. RE-ISSUED FOR REVIEW T.J.S.
PLANSCALE: 1:2000
0 20 40 60 80 100 m
SCALE 1:2000
SECTIONHORIZONTAL SCALE: 1: 2000VERTICAL SCALE: 1:400
BH 18-111
BH 18-110BH 18-109
BH 18-108
BH 18-107
BH 18-106
BH 18-105
BH 18-104
BH 18-103
BH 18-101 BH 18-102
BH 16-209
BH 16-206
BH 16-207BH 16-208
BH 16-204BH 16-203 BH 16-202
BH 16-106
BH 16-105
BH 16-104BH 16-103
BH 16-102BH 16-101
BH 18-202
BH 18-201BH 16-201
BH-10-3NB-4NB-3
NC-3
NC-2
NC-1
NB-1
NB-2
LEGEND:BOREHOLE
INFERRED BEDROCK PROFILE
INFERRED BOUNDARY BELOWORGANIC DEPOSITS
WATER
PEAT
ORGANIC SOIL / SILT
SILTY CLAY TO CLAY
SILT AND SAND
COHESIVE GLACIAL TILL
NON-COHESIVE GLACIAL TILL
GRANITE / GNEISS
BH 10-2
LIMESTONE / DOLOSTONE
FILL
ZONE 2
ZONE 1
ZONE 3
ZONE 1
ZONE 2ZONE 1
STA 10+279.838BRG
PIER 3PIER 2
PIER 1CLCL CL
CLW ABUTCL
CLPIER 4
CLPIER 5
CLPIER 6
CLPIER 7
CLPIER 8
CLPIER 10
CLPIER 11
CLPIER 12
CLPIER 13
CLPIER 14
CLPIER 15
CLPIER 16
PIER 20CL
PIER 21E ABUT
1
2 3
CLCL
ZONE 1
ZONE 1 ZONE 2 ZONE 1 ZONE 3 ZONE 2 ZONE 1 ZONE 1
A
2 6
B
2 6
PIER 9CL
CAUSEWAY ZONES
ZONE 1≤ 2 m OF PEAT
ZONE 2> 2 m & ≤ 3.6 m OF PEAT
ZONE 3 UP TO 6.1 m OF PEAT &
V. SOFT ORGANICS
B
2 4
A
2 4
B
2 5
A
2 5
NNNNN
CAUSEWAY PLAN & GEOTECHNICAL PROFILE
TURBIDITY CURTAIN
TURBIDITY CURTAIN
CONNECTION TO TEMPACCESS ROAD TBD
CAUSEWAY ALIGNMENT AT WESTABUTMENT UNDER REVIEW
8.00 TY
P
CLPIER 17 PIER 19
CLCLPIER 18
10+300
10+400
10+500
10+600
10+700
10+800
10+900
11+000
11+100
11+20011+300
11+400
ELEV
ATIO
N (m
)
BH-1
8-10
6
16-1
02*
16-2
09
16-1
01
16-1
06
16-1
05
16-1
04
NB-
1
BH-1
8-10
7
BH-1
8-10
2
BH-1
8-10
1
BH-1
8-10
3
BH/C
PT/D
MT-
18-1
10
10-2
BH-1
8-10
8
BH-1
8-10
9
BH-1
8-11
1
70
80
90
10+400.00 10+500.00 10+600.00 10+700.00 10+800.00 10+900.00 11+000.00 11+100.00 11+200.00 11+300.00
40
50
60
20
30
70
80
90
40
50
60
20
30
1010
16-2
01
11+400.00 11+500.00
POSSIBLEFAULT ZONE
POSSIBLEFAULT ZONE
16-2
01
16-1
03
16-2
08
BH/C
PT-1
8-10
4
BH-1
8-20
2
BH-1
8-20
1
10+300.0010+240
ELEV
ATIO
N (m
)
BH/C
PT/D
MT-
18-1
05
JOB NO.
TASK NO.
SHEET NO.
DESIGNED BY
DRAWN BY
CHECKED BY
SCALE
DATE (MM-DD-YY)
IF SHEET IS LESS THAN 22"x34"IT IS A REDUCED PRINT SCALE
REDUCED ACCORDINGLY
AS NOTED
REV. DATE BY DESCRIPTION CHK'D
PROJECT LOCATIONPROJECT TITLE
PROJECT TASK
DRAWING SUBJECT
19-171
J.R.P.
06-28-19 OF
A.E.M.
T.J.S.
KINGSTON, ONKINGSTON THIRD CROSSING BRIDGE IPD
TEMPORARY ACCESS CAUSEWAY
2
501.02.01
DR
AW
ING
FIL
E: 5
01.0
2.01
.DW
G 7
/29/
2019
1:5
9 P
M
12
PR
ELIM
INA
RY
- N
OT F
OR
CO
NS
TR
UC
TIO
N
PRINT ISONE HALFINDICATED
SCALEA 06-28-19 J.R.P. ISSUED FOR REVIEW T.J.S.
B 07-29-19 J.R.P. RE-ISSUED FOR REVIEW T.J.S.
PLANSCALE: 1:2000
0 20 40 60 80 100 m
SCALE 1:2000
SECTIONHORIZONTAL SCALE: 1: 2000VERTICAL SCALE: 1:400
BH 18-111
BH 18-110BH 18-109
BH 18-108
BH 18-107
BH 18-106
BH 18-105
BH 18-104
BH 18-103
BH 18-101 BH 18-102
BH 16-209
BH 16-206
BH 16-207BH 16-208
BH 16-204BH 16-203 BH 16-202
BH 16-106
BH 16-105
BH 16-104BH 16-103
BH 16-102BH 16-101
BH 18-202
BH 18-201BH 16-201
BH-10-3NB-4NB-3
NC-3
NC-2
NC-1
NB-1
NB-2
LEGEND:BOREHOLE
INFERRED BEDROCK PROFILE
INFERRED BOUNDARY BELOWORGANIC DEPOSITS
WATER
PEAT
ORGANIC SOIL / SILT
SILTY CLAY TO CLAY
SILT AND SAND
COHESIVE GLACIAL TILL
NON-COHESIVE GLACIAL TILL
GRANITE / GNEISS
BH 10-2
LIMESTONE / DOLOSTONE
FILL
ZONE 2
ZONE 1
ZONE 3
ZONE 1
ZONE 2ZONE 1
STA 10+279.838BRG
PIER 3PIER 2
PIER 1CLCL CL
CLW ABUTCL
CLPIER 4
CLPIER 5
CLPIER 6
CLPIER 7
CLPIER 8
CLPIER 10
CLPIER 11
CLPIER 12
CLPIER 13
CLPIER 14
CLPIER 15
CLPIER 16
PIER 20CL
PIER 21E ABUT
1
2 3
CLCL
ZONE 1
ZONE 1 ZONE 2 ZONE 1 ZONE 3 ZONE 2 ZONE 1 ZONE 1
A
2 6
B
2 6
PIER 9CL
CAUSEWAY ZONES
ZONE 1≤ 2 m OF PEAT
ZONE 2> 2 m & ≤ 3.6 m OF PEAT
ZONE 3 UP TO 6.1 m OF PEAT &
V. SOFT ORGANICS
B
2 4
A
2 4
B
2 5
A
2 5
NNNNN
CAUSEWAY PLAN & GEOTECHNICAL PROFILE
TURBIDITY CURTAIN
TURBIDITY CURTAIN
CONNECTION TO TEMPACCESS ROAD TBD
CAUSEWAY ALIGNMENT AT WESTABUTMENT UNDER REVIEW
8.00 TY
P
CLPIER 17 PIER 19
CLCLPIER 18
Causeway <5m water depth
Length of West Causeway is 850mLength of Trestle is 210m
Length of East Causeway is 120m
ThirdCrossing.CityofKingston.ca - [email protected]
Construction
10+300
10+400
10+500
10+600
10+700
10+800
10+900
11+000
11+100
11+20011+300
11+400
JOB NO.
TASK NO.
SHEET NO.
DESIGNED BY
DRAWN BY
CHECKED BY
SCALE
DATE (MM-DD-YY)
IF SHEET IS LESS THAN 22"x34"IT IS A REDUCED PRINT SCALE
REDUCED ACCORDINGLY
REV. DATE BY DESCRIPTION CHK'D
PROJECT LOCATIONPROJECT TITLE
PROJECT TASK
DRAWING SUBJECTOF
KINGSTON THIRD CROSSING BRIDGE IPD
1
DR
AW
ING
FIL
E: T
UR
TLE
PA
SS
AG
E.D
WG
8/2
2/20
19 6
:38
PM
1A
SCALE: 1:2000
0 20 40 60 80 100 m
SCALE 1:2000
BH 18-111
BH 18-110BH 18-109
BH 18-108
BH 18-107
BH 18-106
BH 18-105
BH 18-104
BH 18-103
BH 18-101 BH 18-102
BH 16-209
BH 16-206
BH 16-207BH 16-208
BH 16-204BH 16-203 BH 16-202
BH 16-106
BH 16-105
BH 16-104BH 16-103
BH 16-102BH 16-101
BH 18-202
BH 18-201BH 16-201
BH-10-3NB-4NB-3
NC-3
NC-2
NC-1
NB-1
NB-2
BH 10-2
ZONE 2
ZONE 1
ZONE 3
ZONE 1
ZONE 2ZONE 1
PIER 3PIER 2
PIER 1CLCL CL
CLPIER 4
CLPIER 5
CLPIER 6
CLPIER 7
CLPIER 8
CLPIER 10
CLPIER 11
CLPIER 12
CLPIER 13
CLPIER 14
CLPIER 15
CLPIER 16
PIER 20CL
PIER 21CL
CL
ZONE 1
PIER 9CL
ZONE 1≤ 2 m OF PEAT
ZONE 2> 2 m & ≤ 3.6 m OF PEAT
ZONE 3 UP TO 6.1 m OF PEAT &
V. SOFT ORGANICS
TURBIDITY CURTAIN8.00 TY
P
CLPIER 17 PIER 19
CLCLPIER 18
SCALE: 1:30
AVG HIGH WATER
ANIMEX AMX 30/760 TURTLE FENCE
POSTS @ 2 m SPACING
SPACER
SECURE POST TO SPACER & CURTAIN
ADDITIONAL CHAIN
CHAIN AT THE BOTTOMOF TURBIDITY CURTAIN
1. TURBIDITY CURTAIN AND TURTLE CROSSING EXCLUSION FENCE.
2. OPENING WILL BE PROVIDED AT TURTLE CROSSING(S).
3. REFER TO TURBIDITY CURTAIN / TURTLE EXCLUSION FENCE DETAILS BELOW.
BUOY
RIVER BED
600 mm TYP,RECOMMENDED TO LOWER THISIN HIGH WIND CONDITIONBETWEEN 300 TO 450 mm
TYPICAL CROSS SECTION OF AQUATIC EXCLUSIONARY TURBIDITY CURTAIN (AETC)1000mm
Causeway
TURBIDITY CURTAIN OPSS 805
300mm
SAND BAG TO WEIGHT DOWN THE TURBIDITY CURTAIN
ADDITIONAL SAND BAG
TO CREATE TURTLE EXCLUSION BARRIER AT MUDLINESAND BAGS TO WEIGHT DOWN THE TURBIDITY CURATIN
10+300
10+400
10+500
10+600
10+700
10+800
10+900
11+000
11+100
11+20011+300
11+400
JOB NO.
TASK NO.
SHEET NO.
DESIGNED BY
DRAWN BY
CHECKED BY
SCALE
DATE (MM-DD-YY)
IF SHEET IS LESS THAN 22"x34"IT IS A REDUCED PRINT SCALE
REDUCED ACCORDINGLY
REV. DATE BY DESCRIPTION CHK'D
PROJECT LOCATIONPROJECT TITLE
PROJECT TASK
DRAWING SUBJECTOF
KINGSTON THIRD CROSSING BRIDGE IPD
1
DR
AW
ING
FIL
E: T
UR
TLE
PA
SS
AG
E.D
WG
8/2
2/20
19 6
:38
PM
1A
SCALE: 1:2000
0 20 40 60 80 100 m
SCALE 1:2000
BH 18-111
BH 18-110BH 18-109
BH 18-108
BH 18-107
BH 18-106
BH 18-105
BH 18-104
BH 18-103
BH 18-101 BH 18-102
BH 16-209
BH 16-206
BH 16-207BH 16-208
BH 16-204BH 16-203 BH 16-202
BH 16-106
BH 16-105
BH 16-104BH 16-103
BH 16-102BH 16-101
BH 18-202
BH 18-201BH 16-201
BH-10-3NB-4NB-3
NC-3
NC-2
NC-1
NB-1
NB-2
BH 10-2
ZONE 2
ZONE 1
ZONE 3
ZONE 1
ZONE 2ZONE 1
PIER 3PIER 2
PIER 1CLCL CL
CLPIER 4
CLPIER 5
CLPIER 6
CLPIER 7
CLPIER 8
CLPIER 10
CLPIER 11
CLPIER 12
CLPIER 13
CLPIER 14
CLPIER 15
CLPIER 16
PIER 20CL
PIER 21CL
CL
ZONE 1
PIER 9CL
ZONE 1≤ 2 m OF PEAT
ZONE 2> 2 m & ≤ 3.6 m OF PEAT
ZONE 3 UP TO 6.1 m OF PEAT &
V. SOFT ORGANICS
TURBIDITY CURTAIN8.00 TY
P
CLPIER 17 PIER 19
CLCLPIER 18
SCALE: 1:30
AVG HIGH WATER
ANIMEX AMX 30/760 TURTLE FENCE
POSTS @ 2 m SPACING
SPACER
SECURE POST TO SPACER & CURTAIN
ADDITIONAL CHAIN
CHAIN AT THE BOTTOMOF TURBIDITY CURTAIN
1. TURBIDITY CURTAIN AND TURTLE CROSSING EXCLUSION FENCE.
2. OPENING WILL BE PROVIDED AT TURTLE CROSSING(S).
3. REFER TO TURBIDITY CURTAIN / TURTLE EXCLUSION FENCE DETAILS BELOW.
BUOY
RIVER BED
600 mm TYP,RECOMMENDED TO LOWER THISIN HIGH WIND CONDITIONBETWEEN 300 TO 450 mm
TYPICAL CROSS SECTION OF AQUATIC EXCLUSIONARY TURBIDITY CURTAIN (AETC)1000mm
Causeway
TURBIDITY CURTAIN OPSS 805
300mm
SAND BAG TO WEIGHT DOWN THE TURBIDITY CURTAIN
ADDITIONAL SAND BAG
TO CREATE TURTLE EXCLUSION BARRIER AT MUDLINESAND BAGS TO WEIGHT DOWN THE TURBIDITY CURATIN
Considerations- Turbidity curtains and water quality monitoring established during causeway installation and removal
- Existing benthic fauna is relatively impoverished in the fine silty sediments of the Cataraqui River- The remnant causeway materials will enhance benthic diversity in the short term until redeposition returns it to the existing condition
- The passage open with trestle is as wide as the Cataraqui River is at Belle Island and this is where the flow passes- Five additional passageways will be constructed in case any species wish to pass north to south
- Milfoil is an invasive species and a hardy propagator, and after removing rockfill causeway to 100mm below original elevation, natural re-deposition and regrowth will occur rapidly
Water Quality Benthic Community
Connectivity
Vegetation
10+300
10+400
10+500
10+600
10+700
10+800
10+900
11+000
11+100
11+20011+300
11+400
JOB NO.
TASK NO.
SHEET NO.
DESIGNED BY
DRAWN BY
CHECKED BY
SCALE
DATE (MM-DD-YY)
IF SHEET IS LESS THAN 22"x34"IT IS A REDUCED PRINT SCALE
REDUCED ACCORDINGLY
REV. DATE BY DESCRIPTION CHK'D
PROJECT LOCATIONPROJECT TITLE
PROJECT TASK
DRAWING SUBJECTOF
KINGSTON THIRD CROSSING BRIDGE IPD
1
DR
AW
ING
FIL
E: T
UR
TLE
PA
SS
AG
E.D
WG
8/2
2/20
19 6
:38
PM
1A
SCALE: 1:2000
0 20 40 60 80 100 m
SCALE 1:2000
BH 18-111
BH 18-110BH 18-109
BH 18-108
BH 18-107
BH 18-106
BH 18-105
BH 18-104
BH 18-103
BH 18-101 BH 18-102
BH 16-209
BH 16-206
BH 16-207BH 16-208
BH 16-204BH 16-203 BH 16-202
BH 16-106
BH 16-105
BH 16-104BH 16-103
BH 16-102BH 16-101
BH 18-202
BH 18-201BH 16-201
BH-10-3NB-4NB-3
NC-3
NC-2
NC-1
NB-1
NB-2
BH 10-2
ZONE 2
ZONE 1
ZONE 3
ZONE 1
ZONE 2ZONE 1
PIER 3PIER 2
PIER 1CLCL CL
CLPIER 4
CLPIER 5
CLPIER 6
CLPIER 7
CLPIER 8
CLPIER 10
CLPIER 11
CLPIER 12
CLPIER 13
CLPIER 14
CLPIER 15
CLPIER 16
PIER 20CL
PIER 21CL
CL
ZONE 1
PIER 9CL
ZONE 1≤ 2 m OF PEAT
ZONE 2> 2 m & ≤ 3.6 m OF PEAT
ZONE 3 UP TO 6.1 m OF PEAT &
V. SOFT ORGANICS
TURBIDITY CURTAIN8.00 TY
P
CLPIER 17 PIER 19
CLCLPIER 18
SCALE: 1:30
AVG HIGH WATER
ANIMEX AMX 30/760 TURTLE FENCE
POSTS @ 2 m SPACING
SPACER
SECURE POST TO SPACER & CURTAIN
ADDITIONAL CHAIN
CHAIN AT THE BOTTOMOF TURBIDITY CURTAIN
1. TURBIDITY CURTAIN AND TURTLE CROSSING EXCLUSION FENCE.
2. OPENING WILL BE PROVIDED AT TURTLE CROSSING(S).
3. REFER TO TURBIDITY CURTAIN / TURTLE EXCLUSION FENCE DETAILS BELOW.
BUOY
RIVER BED
600 mm TYP,RECOMMENDED TO LOWER THISIN HIGH WIND CONDITIONBETWEEN 300 TO 450 mm
TYPICAL CROSS SECTION OF AQUATIC EXCLUSIONARY TURBIDITY CURTAIN (AETC)1000mm
Causeway
TURBIDITY CURTAIN OPSS 805
300mm
SAND BAG TO WEIGHT DOWN THE TURBIDITY CURTAIN
ADDITIONAL SAND BAG
TO CREATE TURTLE EXCLUSION BARRIER AT MUDLINESAND BAGS TO WEIGHT DOWN THE TURBIDITY CURATIN
ThirdCrossing.CityofKingston.ca - [email protected]
Construction
Construction MethodsFoundations
Caps
Constructio
n Metho
ds:
Foun
datio
ns
12
Construction Methods:
Caps
13
Prefabricated reinforcing steel cage, and formwork for Pier Caps.
Installation of steel casing and drilling out inside the casing. After a rock socket is formed, reinforcing steel will be installed and concrete will be poured in the casing.
ThirdCrossing.CityofKingston.ca - [email protected]
Construction
Constructio
n Metho
ds:
Ap
proa
ch Con
crete Gird
ers, Steel
Gird
er M
ain Sp
an and
Deck
Constructio
n
16
Construction MethodsApproach Concrete Girders, Steel Girder Main Span and Deck Construction
Construction Methods:
Approach Concrete Girders, Steel Girder Main Span and Deck Construction
15
Construction Methods:
Approach Concrete Girders, Steel Girder Main Span and Deck Construction
17
Partial depth precast concrete deck panel placement, precast concrete girder erection, and steel girder erection.