SH
OA
L LA
KE
AQ
UE
DU
CT
GREATER WINNIPEG
WATER DISTRICT
RAILWAY
TO TRANS-CANADA HIGHWAY
4:1
4:1
4:1
4:1
4:1
4:1
4:1
4:1
4:1
4:1
4:1
4:1
TIE INTO EXISTING
8400
RO
AD
WA
Y W
ID
TH
TIE INTO EXISTING
RAILWAY
CROSSING
(BY OTHERS)
OF
BR
ID
GE
4 - PRECAST CONCRETE
BARRIERS @ 3000 =
12000 LG. (TYP.)
324.00
325.00
326.00
326.00
324.00
325.00
326.00
450 CSP
TIMBER
RETAINING WALL
C/W PIPE PILES (TYP.)
C
L
W.P. 2
C
L
W.P. 1
TH12-01
C
L
LAUNCHING PAD
A LEVEL AREA AT BEARING SEAT
ELEVATION TO BE PROVIDED BY THE
CONTRACTOR FOR A MINIMUM DISTANCE
OF 25 m BEHIND THE NORTH ABUTMENT
FOR LAUNCHING OF THE ACROW BRIDGE.
8404
(T
YP
.)
LANDING PAD
A LEVEL AREA AT BEARING SEAT
ELEVATION TO BE PROVIDED BY THE
CONTRACTOR FOR A MINIMUM DISTANCE
OF 25 m BEHIND THE SOUTH ABUTMENT
FOR LANDING OF THE ACROW BRIDGE.
OF
BEARING
(SOUTH ABUTMENT)
OF
BEARING
(NORTH ABUTMENT)
TO SHOAL LAKE
TH16-01
TP16-02
33382
APPROX. LOCATION
EXISTING AQUEDUCT
ACROW PANEL SPAN
CONCRETE
ABUTMENT (TYP.)
4 %
TOP OF FINISHED
ROADWAY
ELEV. 326.423
TOP OF BRIDGE DECK
0.3 %
EXISTING GROUND
GEOTEXTILE
(TYP.)
0.5 %
TOP OF BRIDGE LAUNCHING PAD
TOP OF BRIDGE
LANDING PAD
1
OF
BEARING
(NORTH ABUTMENT)
W.P. 2
35109
FIXED
EXP.
SUB-CUT
PEAT (TYP.)
GREATER WINNIPEG
WATER DISTRICT
RAILWAY
TIMBER BACKWALL
ELEV. 325.086
TOP OF ABUT. SEAT
1
4
5 - 324 Ø x 13 PIPE PILES
EACH ROW (TYP.)
7193 m ±
ELEV. 325.400
BOTTOM OF CSP
TIMBER RETAINING
WALL (TYP.)
RETAINING WALL PILES
3 - 324 Ø x 13 PIPE PILES
12000 LG. (TYP.)
C
L
OF
BEARING
(SOUTH ABUTMENT)
W.P. 1
C
L
15
00
OF
TRACKS
C
L
OF
450 CSP
C
L
TO TRANS-CANADA HIGHWAYTO SHOAL LAKE
4300 2700
7000
ELEVATION
1:200
A
-
ELEV. 322.365
STRUCTURAL
BACKFILL
(TYP.)
ELEV. 314.610
1
1
1
SEE ROAD CROSS
SECTION SHOWN
ON SHEET 13
WINGWALL PILE TIP
VARIES
TOP OF FINISHED
ROADWAY
A
-
SECTION
1:100
TYPICAL APPROACH
CROSS-SECTION
GEOTEXTILE
STRUCTURAL
BACKFILL
VARIES VARIES
4
1
4
1
ELEV. 325.086
LANDING PAD
ELEV. 324.486
BASE OF EXCAVATION
TOE OF
SLOPE
TOE OF
SLOPE
TEST HOLE CO-ORDINATES (UTM ZONE 14 N)
TEST HOLE
MK. NO.
TH12-01
EASTING NORTHING
767643.9 5503422.6
WORKING POINT CO-ORDINATES (UTM ZONE 14 N)
W.P. 1
EASTING NORTHING
767629.189W.P. 2
767636.130 5503422.341
ELEVATION
325.086
325.086
NOTE:
TEST HOLE LOCATIONS HAVE BEEN
SUPPLIED BY OTHERS AND DILLON
CONSULTING DOES NOT GUARANTEE
THEIR ACCURACY. REFER TO TREK
GEOTECHNICAL REPORT FOR
DESCRIPTION OF EACH TEST HOLE.
16-4481
14
CS -
SHOAL LAKE AQUEDUCT CROSSING
AND ASSOCIATED ROADWORKS
WATER AND WASTE DEPARTMENT
WILLIS
K.G.
Member
33036
P
R
O
V
I
N
C
E
OF
M
A
N
I
T
O
B
A
RE
G
I
S
T
E
R
E
D
P
R
O
FESS
IO
N
A
L
E
N
G
I
N
E
ER
GENERAL ARRANGEMENT
2
01
NOTES
CONSTRUCTION INFORMATION
· IN GENERAL ALL EFFORTS SHALL BE MADE TO LIMIT THE DISRUPTION OF NATURAL VEGETATION AND GROUND
COVER.
· NO WORK IS PERMITTED WITHIN 10 m FROM OF AQUEDUCT.
1. BRIDGE ABUTMENTS:
1.1. BOTH ABUTMENTS WILL BE ON PIPE PILES INSTALLED TO BEDROCK WITH A REINFORCED CONCRETE PILE
CAP.
2. APPROACHES:
2.1. THE APPROACHES SHALL BE CONSTRUCTED WITH CLEAN GRANULAR FILL, WITH A TOP WIDTH OF 8.112 m AS
SHOWN.
2.2. PROVIDE 25 m TRANSITION AT BRIDGE APPROACH TO ACHIEVE CHANGE IN CROWN FROM 0% TO 4%.
3. SUPERSTRUCTURE:
3.1. SUPERSTRUCTURE WILL BE A CLEAR SPAN ACROW PANEL BRIDGE AND SHALL BE CONSTRUCTED WITHOUT
AFFECTING THE SHOAL LAKE AQUEDUCT IN ANY WAY.
4. EXCAVATIONS TO BE CARRIED OUT IN ACCORDANCE WITH MANITOBA WORKPLACE SAFETY AND HEALTH
DIVISION'S GUIDELINES FOR EXCAVATION WORK. FLATTER SLOPES THAN THOSE SHOWN MAY BE REQUIRED TO
MAINTAIN EXCAVATION STABILITY.
GPS INFORMATION
COORDINATES PROVIDED TAKEN FROM SURVEY DATA TYING INTO THE SHOAL LAKE AQUEDUCT CONTROL SURVEY
WHICH IS REFERENCED TO ZONE 14 N, ACTUAL LOCATION OF BRIDGE IS IN ZONE 15 N.
· UTM COORDINATES: AT OF BRIDGE 14 N EASTING = 767632.66, NORTHING = 5503438.74
· LATITUDE = 49°37'26.83"N, LONGITUDE = 95°17'38.46W".
BRIDGE INFORMATION
· BRIDGE DIMENSIONS: 33.528 m LONG (110'), 5.79 m WIDE (19'-0") INSIDE TRUSS TO INSIDE TRUSS.
DESIGN DATA
SPECIFICATIONS
1. CSA STANDARD S6-14 "CANADIAN HIGHWAY BRIDGE DESIGN CODE".
VEHICULAR LIVE LOADING
1. CL625
2. JOHN DEERE 300D
3. CAT 740
STEEL
1. ALL STRUCTURAL STEEL SHALL CONFORM TO CSA-G40.21 GRADE 350W UNLESS NOTED OTHERWISE.
2. ALL REINFORCING STEEL SHALL CONFORM TO CSA-G30.18 GRADE 400W UNLESS NOTED OTHERWISE.
STRUCTURAL CONCRETE
1. ALL STRUCTURAL CONCRETE SHALL CONFORM TO CSA A23.1, EXPOSURE CLASS S-1, f'c = 35 MPa @ 56 DAYS
UNLESS NOTED OTHERWISE.
SITE LOCATION
SHOAL LAKE
STATION
10+025.168
10+058.550
C
L
C
L
C
L
AQUEDUCT
C
L
TH16-01
767623.0 5503483.2
1-0701A-C0001-001
0 18/01/10 RCBISSUED FOR TENDER
TP16-02
767639.0 5503459.4
5503455.142
95o17'38.46"W