quantities existing north abutment...
TRANSCRIPT
NOTES:
1. EXCAVATION SHOWN FOR ILLUSTRATIVE PURPOSE ONLY. CONTRACTOR SHALL
DEVELOP DETAILED PLANS FOR EXCAVATION AND DEMOLITION INCLUDING STABILITY
OF EXCAVATION AND ANY WORKS REQUIRED TO PREVENT THE INGRESS OF WATER.
EXISTING NORTH ABUTMENT DEMOLITION - PLAN
1:200
VIEW 1
-1:200
VIEW 2
-1:200
LEGEND:
AREA OF EXISTING RETAINING WALL AND ORIGINAL ABUTMENT TO REMAIN IN PLACE
AREA OF ORIGINAL ABUTMENT TO BE DEMOLISHED
AREA OF EXISTING RETAINING WALL TO BE DEMOLISHED
QUANTITIESITEM UNIT QUANTITY
EXISTING ABUTMENT
DEMOLITIONo* 365
EXISTING RETAINING
WALL DEMOLITIONo* 30
* DEMOLITION OF EXISTING APPROACH ROADWAY AND TIMBER APPROACH STRUCTURE
NOT INCLUDED IN QUANTITIES.
* DEMOLITION AND REPLACEMENT IN KIND OF EXISTING CONCRETE SEAT AND PAVERS
NOT INCLUDED IN QUANTITIES
NORTH
ABUTMENT
CONCRETE PAVERS
(REMOVE & REPLACE AS NEEDED)
APPROX.
EXCAVATION
RETAINING WALL FOOTING
(DO NOT UNDERMINE FOOTING
DURING EXCAVATION)
APPROX.
EXCAVATION
ORIGINAL BRIDGE
ABUTMENT WING WALL
APPROX.
EXISTING
GROUND
CONCRETE
RETAINING WALL
ORIGINAL BRIDGE
ABUTMENT
CONCRETE SEAT
(REMOVE & REPLACE AS NEEDED)
EARTH WALL
MEAN WATER LINE
EL. 473.50
10 YR FLOOD
EL. 474.75
100 YR FLOOD
EL. 476.37
1
1
1
1
APPROX.
EL. 481.50
APPROX.
EL. 471.96
LOW WATER LINE
EL. 472.00
BRIDGE &
ABUTMENT
CONCRETE STAIRS
(REMAINS)
CONCRETE SEAT
ORIGINAL BRIDGE
ABUTMENT
CONCRETE
RETAINING WALL
59753880
2514
1
1
1
1
EXISTING TIMBER GRILLAGE
TO BE DEMOLISHED
APPROX.
EXCAVATION
BRIDGE &
ABUTMENT
EXISTING TIMBER APPROACH SPAN
NOT SHOWN (TO BE DEMOLISHED)
PRECAST CONCRETE
REINFORCED EARTH WALL
NO
RT
H
AB
UT
ME
NT
ORIGINAL BRIDGE
ABUTMENT
CONCRETE SEAT
MEEWASIN VALLEY TRAIL
CONCRETE
SIDEWALK
CONCRETE
RETAINING WALL
CONCRETE STAIRS
(REMAINS)
APPROX. FOOTPRINT
OF 1:1 EXCAVATION
APPROX. FOOTPRINT
OF EXCAVATION
RETAINING WALL
FOOTING, TYP
SOUTH SASKATCHEWAN
RIVER
CONCRETE PAVERS
QUANTITIESITEM UNIT QUANTITY
CONCRETE
FOOTING o* 215
ABUTMENT WALL o* 275
BEARING PEDESTALS o* 3
BACKWALL o* 25
WINGWALL o* 56
APPROACH SLAB o* 38
REINFORCEMENT
DENSITY
FOOTING mi"1"o* 100
ABUTMENT WALL mi"1"o* 150
BEARING PEDESTALS mi"1"o* 100
BACKWALL mi"1"o* 150
WINGWALL mi"1"o* 200
APPROACH SLAB mi"1"o* 200
FORMWORK
FOOTING o) 86
ABUTMENT WALL o) 302
BEARING PEDESTALS o) 7
BACKWALL o) 85
WINGWALL o) 240
APPROACH SLAB o) 7
1. ALL CONCRETE SURFACES SHALL BE IN ACCORDANCE WITH PA
SCHEDULE 18-2, PART 4.
2. ALL CONCRETE SHALL HAVE A MINIMUM 28 DAY STRENGTH OF 35 MPa
3. CONCRETE MIX AND TESTING SHALL BE IN ACCORDANCE WITH
PA SCHEDULE 18-2, PART 4
NOTES:
NEW NORTH ABUTMENT - PLAN
1:150
SECTION 1
-1:150
DETAIL A
-1:50
BRIDGE &
ABUTMENT
NO
RT
H A
BU
TM
EN
T
& B
EA
RIN
GS
CLEAT
CURBS CAST WITH
APPROACH SLAB,
TYP
APPROACH
SLAB
FOOTING
BEARING PEDESTAL
(TYP)
APPROACH
SLAB SEAT
ABUTMENT
SEAT
600 WINGWALL
(TYP)10 JOINT FILLER
(TYP)
MEEWASIN VALLEY TRAILCONCRETE PAVERS
EXISTING
ABUTMENT
FOOTING
SEE DETAIL A
EXISTING
STAIRS
EXISTING RETAINING WALL
FOOTING
EXISTING RETAINING
WALL
BRIDGE &
ABUTMENT
SILANE SEALER
5975 10610
4500 4500
400
TYP
BEARING PEDESTAL
ABUTMENT SEAT
CLEAT
ABUTMENT WALL
2.0 %
BEARINGS BEARINGS
1.0 %
2.0 %
2.0 % 2.0 %1.0 %
FOOTING
TOP OF BACKWALL TO
FOLLOW DECK PROFILEABUTMENT BACKWALL
2050
2955
NEW ABUTMENT CAST AGAINST
EXISTING ABUTMENT ON
25 THICK STYROFOAM OR EPS
EXISTING ABUTMENT
FOOTING
3312
140 600 10 JOINT
FILLER
BRIDGE END
FILL
BRIDGE APPROACH
SLAB
400
260
TOP OF ABUTMENT
WING WALL
TOP OF EXISTING
RETAINING WALL
RUBBERIZED JOINT
SEALER
10mm GAP FILLED
WITH EVAZOTE
SECTION 2
1101A1:150
SECTION 3
1101A1:150
500
6600
800 800
1600
350
4970 375
600
500
2000
ABUTMENT SEAT
BEARING PEDESTAL
APPROACH SLAB
WINGWALL
ABUTMENT
WALL
1
1
1.5
1
ABUTMENT AND
BEARINGS100
1
1
1655
2100
EXISTING CONCRETE
RETAINING WALL
EXISTING ABUTMENT
FOOTING
EXISTING
CONCRETE SEAT
500
8000
(A
T C
EN
TE
RLI
NE
BR
IDG
E)
1800
800800
1000
7200
1250
3000
350
6000375
600
500
2000
ABUTMENT SEAT
BEARING PEDESTAL
APPROACH SLAB
WINGWALL
FOOTING
ABUTMENT
WALL
1
1
1.5
1
ABUTMENT AND
BEARINGS
100
1
1
1655
2787
EXISTING
CONCRETE SEAT
APPROX.
EL. 472.96
QUANTITIESITEM UNIT QUANTITY
CONCRETE
FOOTING o* 183
ABUTMENT WALL o* 284
BEARING PEDESTALS o* 3
BACKWALL o* 25
WINGWALL o* -
APPROACH SLAB o* 42
REINFORCEMENT
DENSITY
FOOTING mi"1"o* 100
ABUTMENT WALL mi"1"o* 150
BEARING PEDESTALS mi"1"o* 100
BACKWALL mi"1"o* 150
WINGWALL mi"1"o* -
APPROACH SLAB mi"1"o* 200
FORMWORK
FOOTING o) 68
ABUTMENT WALL o) 330
BEARING PEDESTALS o) 7
BACKWALL o) 85
WINGWALL o) -
APPROACH SLAB o) 7
1. ALL CONCRETE FINISHES SHALL BE AS DEFINED IN PA SCHEDULE 18-2,
PART 4
2. ALL CONCRETE SHALL HAVE A MINIMUM 28 DAY STRENGTH OF 35 MPa
3. CONCRETE MIX AND TESTING SHALL BE IN ACCORDANCE WITH
PA SCHEDULE 18-2, PART 4
NOTES:
CURBS CAST WITH
APPROACH SLAB
(TYP)
APPROACH
SLAB
FOOTING
BEARING PEDESTAL
(TYP)
BRIDGE
APPROACH
SLAB SEAT
PLAN1:150
AB
UT
ME
NT
AN
D
BE
AR
ING
S
ABUTMENT SEAT
MSE WALL
KEY FOR MSE WALL
MSE WALL
KEY FOR MSE WALL
500
8000
1200
800800
1000
7200
2945
350
6000375
600
500
2000
ABUTMENT SEAT
BEARING PEDESTAL
APPROACH SLAB
SPREAD
FOOTING
ABUTMENT
WALL
1
1
ABUTMENT AND
BEARINGS
SIDE-ELEVATION1:150
100
1
1
1655
250
1
1 KEY FOR MSE WALL
ELEVATION1:150
10610 10610
4500 4500
400
TYP
BEARING PEDESTAL
ABUTMENT SEAT
CLEAT
ABUTMENT WALL
2.0 %
BRIDGEBEARINGS BEARINGS
1.0 %
2.0 %
2.0 % 2.0 %1.0 %
SPREAD
FOOTING
SILANE SEALER
TOP OF BACKWALL TO
FOLLOW DECK PROFILE
ABUTMENT BACKWALL
APPROX. EXISTING
GROUND EL 481.6
2430
2050
QUANTITIES PER PIER (3 REQUIRED)
ITEM UNIT QUANTITY
EXISTING PIER DEMOLITION o* 68
EXISTING PIER PREPARATION EA 1
CONCRETE
FOOTING o* 43
PIER WALL o* 191
PIER CAP o* 64
BEARING PEDESTALS o* 5
REINFORCEMENT
DENSITY
FOOTING mi"1"o* 100
PIER WALL mi"1"o* 150
PIER CAP mi"1"o* 125
BEARING PEDESTALS mi"1"o* 150
FORMWORK
FOOTING o) 53
PIER WALL o) 351
PIER CAP o) 60
BEARING PEDESTALS o) 12
LEGEND:
NEW CONCRETE
REMOVAL OF EXISTING PIERS
1. ALL CONCRETE FINISHES OF PIERS SHALL BE AS DEFINED IN PA
SCHEDULE 18-2, PART 4
2. ALL CONCRETE SHALL HAVE A MINIMUM 28 DAY STRENGTH OF 35 MPa
3. CONCRETE MIX AND TESTING SHALL BE IN ACCORDANCE WITH
PA SCHEDULE 18-2, PART 4
4. PREPARATION OF EXISTING PIER SHALL CONSIST OF:‚ LIGHT SANDBLAST OF SURFACE TO CLEAN LAITANCE‚ HAND PATCH MAJOR HOLES AND SPALLS IN EXISTING PIERS TO
PREVENT MECHANICAL INTERLOCK BETWEEN EXISTING AND
NEW CONCRETE‚ WRAP EXISTING PIER IN POLY
NOTES:
(PIER 3 SHOWN, PIERS 1 AND 2 SIMILAR)
PLAN1:150
NOTE:
EXISTING PIER WALL NOT
SHOWN FOR CLARITY
NEW PIER WALL
(BELOW)
VOID BELOW NEW PIER CAP
FILLED WITH STYROFOAM
NEW BEARING
PEDESTAL, TYP
NEW PIER CAP
EXISTING PIER
FOUNDATION
NEW PIER
FOUNDATION
BR
G
PIE
R
BR
G
PIER
BRGBRG
SECTION 1
-1:150
4267 4686
1500
TYP
300
TYP
1
24
1
24
VE
RT
ICA
L
300
TYP
REMOVE EXISTING
PIER NOSE
EXISTING PIER
(REMAINS EXCEPT
AS NOTED)
REMOVE EXISTING
PIER CAP & PEDESTAL
(LEAVE AS VOID IN NEW PIER)
NEW PIER WALL
NEW PIER FOOTING WITH
REINFORCEMENT CORED
INTO EXISTING PIER
VOID FILLED WITH
STYROFOAM
NEW PIER CAP
CJ
LWL EL 472.9
APPROX. MUDLINE
EL 470.7
HWL EL 474.7
(10 YR FLOOD)
PIER
BRG BRG
4500
VARIES VARIES
4500NEW BEARING PEDESTAL
1500
SILANE SEALER
3000
APPROX. EL 470.0
1500
APPROX.
EXISTING PIER FOOTING
(REMAINS)
CORED REINFORCEMENT
(TYP)
SECTION 2
-1:150
1500
VA
RIE
S
OCZ"Ã"35
222
OKP""Ã"33
722
1
24
400
TYP
500
2657
246
TYP
24
1
NEW BEARING PEDESTAL
NEW PIER FOOTING WITH
REINFORCEMENT CORED
INTO EXISTING PIER
EXISTING PIER FOOTING
NEW PIER CAP
REMOVE EXISTING PIER CAP AND PEDESTAL
(LEAVE AS VOID FILLED WITH STYROFOAM
IN NEW PIER)
EXISTING PIER
(REMAINS EXCEPT AS NOTED)
NEW PIER WALL
REMOVE CORNER OF EXISTING
FOUNDATION PEDESTAL, (TYP)
PIER
BRG BRG
937
1750 1750
937
1500
REMOVE LAITANCE (MIN 100 mm)
AND ROUGHEN SURFACE
OF EXISTING PIER
PREPARE EXISTING PIER
PRIOR TO CASTING NEW
PIER WALL, SEE NOTE 4
CORED REINFORCEMENT
(TYP)
LEGEND:
REMOVAL OF EXISTING PIERS
QUANTITIES PER PIERITEM UNIT QUANTITY
EXISTING PIER DEMOLITION o* 80
NOTES:
1. NOTE THAT THERE IS APPROXIMATELY 800mm OF CLEAR DISTANCE
BETWEEN PIER 4 AND THE NEW SOUTH ABUTMENT SPREAD FOOTING.
ANY ADDITIONAL PIER 4 DEMOLITION REQUIRED FOR CONSTRUCTION
SHALL BE DETERMINED BY THE CONTRACTOR.
SECTION 1
-1:150
VE
RT
ICA
L
5000
EXISTING PIER
(REMAINS EXCEPT
AS NOTED)
EXISTING PIER FOOTING
(REMAINS)
APPROX. EXISTING
GROUND EL 478.3
ARCHAEOLOGICAL ZONE
EXCAVATION REQUIRES
ON-SITE MONITORING
REMOVE EXISTING PIER
TO 4500 BELOW
EXISTING GROUND
PIER
APPROX. EL 470.0
1.0m
MIN
PLAN1:150
PIER
PIE
R
EXISTING PIER
FOUNDATION
SECTION 2
-1:150
EXISTING PIER FOOTING
EXISTING PIER
(REMAINS EXCEPT AS NOTED)
APPROX. EXISTING
GROUND EL 478.3
PIER
A
BB'
VICTORIA AVENUE
FLOW DIRECTION
PIER
A'
SOUTH SK RIVER
TYPE B RIPRAP
EXISTING RIVER BEDRIPRAP TO EXTEND
1.0m ABOVE TOP OF FOOTING
11
DESIGN WSL = 476.37 (1:100YR)
PIER
TOP OF FOOTING
TYPE B RIPRAP
2.00MIN
2.00MIN
WSL=472.90DESIGN WSL=476.37 (1:100YR)EXISTING RIVER BED
FLOW
2.00MIN
11
WSL=472.90
FLOW
PIER
2.00MIN
TOP OF FOOTING
RIPRAP TO EXTEND1.0m ABOVE TOP OF FOOTING
TYPE B RIPRAP
PLAN VIEW
SCALE 1:500
SECTION A-A'
NTS
SECTION B-B'
NTS
RIP RAP MATERIAL
CLASS A CLASS B100% SMALLER THAN 35cm OR 70kg 100% SMALLER THAN 45cm OR 130kg
AT LEAST 20% LARGER THAN 25cm OR 25kg AT LEAST 20% LARGER THAN 35cm OR 70kg
AT LEAST 50% LARGER THAN 20cm OR 10kg AT LEAST 50% LARGER THAN 30cm OR 40kg
AT LEAST 80% LARGER THAN 15cm OR 5kg AT LEAST 80% LARGER THAN 20cm OR 10kg
LIMIT
OF
DESI
GNST
A. 0+
000.0
00
LIMIT
OF D
ESIG
NST
A. 0+
510.0
00
VICTORIA AVENUE
1
1
T
H
S
T
R
E
E
T
E
S
P
A
D
I
N
A
C
R
E
S
E
.
SA
SK
AT
CH
EW
AN
C
RE
S E
AS
T
EAST
RAMP
WEST
RAMP
EXISTING
RIVER EDGE
(SHORELINE)
EXISTING
RIVER EDGE
(SHORELINE)
CONCRETE
SIDEWALK
DAYLIGHT
LINES
S. ABUT
N. ABUT
Traffic Bridge – Conceptual Rendering
Traffic Bridge – Conceptual Rendering
Traffic Bridge – Conceptual General Arrangement