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T
R
R
UNIT
ED
ST
AT
ES
CA
NA
DA
SPAN 1 SPAN 2 SPAN 3 SPAN 4 SPAN 5
RAIN
Y
RIV
ER
EL. 1120
EL. 1100
EL. 1080
EL. 1060
EL. 1040
SPAN 2SPAN 1 SPAN 3 SPAN 4 SPAN 5
12 13 14 15 16 17 18 19 20 21 22 23 24 25
EXISTING C.N.R.R. BRIDGE
INTERNATIONAL BORDER
EXISTING GROUND PROFILE
20' LT.
20' RT.
PROPOSED TYPE OF STRUCTURE
DECK:
SUBSTRUCTURE:
DESIGN DATA
ROADWAY OVER
A.D.T.T.
D.H.V.
A.D.T.
MINNESOTA DEPARTMENT OF TRANSPORTATION
MINISTRY OF TRANSPORTATION - ONTARIO
TRAFFIC VOLUMES
2038 PROJECTED
109
287
1,450
OVER = 35 MPH (56 KPH)
DESIGN SPEED:
MODIFICATIONS
METRE) ALLOWANCE FOR FUTURE WEARING COURSE
DEAD LOAD INCLUDES 20 PSF (1.0 kN PER SQ.
TFK
12/22/2016
3:5
5:0
2
PM
lkalita
MX
PRELIMARY PLAN
BRIDGE NO. 39016
THE RAINY RIVER
T.H. 72/ ONTARIO PROVINCIAL HIGHWAY 11 OVER
STATE PROJECT NO. 3905-39016
AESTHETICS:
LEVEL B
CITY OF BAUDETTE
DATE:
STATE BRIDGE ENGINEER
KAF
SEC. 35 TWP. 161 N. R. 31 W.
APPROXIMATE DECK AREA 64,520 SQ FT
(5,995 SQ METRES)
LKM.T.O. SITE 45-110
GENERAL PLAN
GENERAL ELEVATION
0 120'
0 120'
PROFILE GRADE (PTH72)
1126
EL. 1020
EL. 1000
EL. 980
(T.H. 72=325)JOB NO. T25586 MINNESOTA PROJECT NO. SM, NHPP
< T.H. 72 (PTH72)
DEPTH OF STRUCTURE:
APPROX. WEIGHT 3,242,000` LB. [1,470,546 kg]
4 LINES
VARIABLE DEPTH WELDED STEEL PLATE GIRDERS
80"` [2.03m`] TO 140"` [3.56m`]
13'-1‚"` [3.99m`] GUTTER TO LOW BRIDGE
PIER 1
WEST ABUT. EAST ABUT.
PIER 2 PIER 3 PIER 4
LAKE OF THE WOODS CO.
OUT-TO-OUT OF DECK
HL93 AND CL-625-ONT LIVE LOAD
CHBDC 2014 (CAN/CSA S6-14)
BRIDGE DESIGN SPECIFICATIONS AND
2014 AND CURRENT INTERIM AASHTO LRFD
DESIGN IN ACCORDANCE WITH
PORTION OF THE CONTRACT.
1958 TO BE REMOVED IN THE BRIDGE
GIRDER APPROACH SPANS BUILT IN
THROUGH-TRUSSES WITH STEEL
SIX SIMPLE SPAN STEEL PENNSYLVANIA
INPLACE BRIDGE 9412
ALL BARS STAINLESS
(NO SEPARATE WEARING COURSE)
3YHPC-M MONOLITHIC DECK
CONTINUOUS SPANS
PLATE GIRDERS
PARABOLICALLY HAUNCHED STEEL
[67.06m`]220'-0"`
[409.85m`] 1344'-8"`
[91.44m`]300'-0"`
[91.44m`]300'-0"`
[91.44m`]300'-0"`
[67.06m`]220'-0"`
FIX. FIX.EXP.EXP. EXP. EXP.
ALL BARS BLACK
SUPPORTED ON XXX
TAPERED RECTANGULAR COLUMN
HAMMERHEAD TYPE PIERS WITH
PARAPET ABUTMENTS SUPPORTED ON XXX
NOTES:
1.
2.
3.
4.
5.
6.
JESSICA DUNCAN 651-366-4487
BRIDGE DESIGN UNIT:
XXX XXX-XXX-XXX
RESIDENT ENGINEER:
JOSEPH McKINNON 218-755-6617
ROAD DESIGN UNIT:
EL. 1040.7 FT [317.2m]
APPROXIMATE FLOWLINE
EL. 1066.0 FT [324.9m]
100 YEAR HEADWATER
EL. 1058.2 FT [322.5m] (FEB 15, 1953)
WATER SURFACE
STEEL BARS
fy = 75 KSI (520 MPA) STAINLESS
COATED BARS
fy = 60 KSI (400 MPA) PLAIN AND EPOXY
f'c = 4 KSI (30 MPA) n = 8
REINFORCED CONCRETE:
MATERIAL DESIGN PROPERTIES:
20 2515
ONTARIO PROVINCIAL HIGHWAY 11 (PTH72)
< T.H. 72 AND
7.
(TH_72_EXISTING)
ONTARIO PROVINCIAL HIGHWAY 11
< INPLACE BRIDGE 9412 T.H. 72 AND
STA. 19+83`
SEE CONSTRUCTABILITY INVESTIGATION REPORT FOR ADDITIONAL INFORMATION.
NOT REQUIRED.
HYDRAULICS INVESTIGATION HAS DETERMINED THAT DECK DRAINS ARE
SUBSURFACE UTILITY DATA.
GUIDELINES FOR THE COLLECTION AND DEPICTION OF EXISTING
ACCORDING TO GUIDELINES OF CI/ASCE 38-02, ENTITLED "STANDARD
QUALITY LEVEL D. THIS UTILITY QUALITY LEVEL WAS DETERMINED
THE SUBSURFACE UTILITY INFORMATION IN THIS PLAN IS UTILITY
SHEET NO. 1 OF 16 SHEETS
ICE STUDY TO BE PERFORMED TO DETERMINE PARAMETERS FOR DESIGN.
DETERMINED IN FINAL DESIGN.
COATING OF TOP FLANGE AND SHEAR CONNECTORS TO BE
STEEL FEDERAL COLOR 10075.
FASCIA GIRDERS TO BE PAINTED WITH WEATHERING
REVIEWED IN FINAL DESIGN.
USE OF EPOXY COATED BARS IN SUBSTRUCTURE TO BE
TYP.
TO CONSTRUCT ABUTMENT
TEMPORARY SHORING
18°40'31.3"
SHEET 15
SEE DETAILS ON
AESTHETIC ARCH
M.T.O. STANDARD DRAWING SS110-49
BOX BEAM RAILING ON SIDEWALK-TL4
M.T.O. STANDARD DRAWING SS110-48
BOX BEAM RAILING ON SIDEWALK-TL4
ON SHEET 11
SEE DETAIL
NAVIGATION WINDOW
ON SHEET 10
SEE DETAIL
NAVIGATION WINDOW
APPROACH PANEL TO BE APPROXIMATELY 20'-0" [6.1m] LONG.
SUBSTRUCTURES SET PARALLEL AT AZ 147°51' 40".
AND ROAD DESIGN UNITS.
TO BE COORDINATED BETWEEN FINAL BRIDGE DESIGN
RETAINING WALL AND WINGWALL CONNECTION DETAILS 8.
9.
10.
FOR LOW BRIDGE ELEVATION 1078.2'
SEE NAVIGATION CHANNEL SHEET 9
MnDOT SPEC. 3309 (PAINTED EXTERIOR FASCIA)
fy = 50 KSI (350 MPA)
STRUCTURAL STEEL:
[0.71m]
2'-4"
[0.71m]
2'-4"
STA. 11+82`
BEGIN BRIDGE
STA. 25+27`
END BRIDGE
R
R
R
R
SPAN 1 SPAN 2 SPAN 3
OU
T-
TO-
OU
T
RO
AD
WA
Y
EL. 1120
EL. 1100
EL. 1080
EL. 1060
EL. 1040
SPAN 2SPAN 1SPAN 3
RAIN
Y
RIV
ER
(TYP)
90°00'00"
[.5
0m]
1'-
7ƒ
"
[.4
6m]
1'-
6"
1.
0 60'
GENERAL PLAN
0 60'
GENERAL ELEVATION
12 13 14 15 16 17 18
OUT-TO-OUT OF DECK
MA
TC
HLIN
E
ST
A. 18
+50
EL. 1020
EL. 1000
EL. 980
PROFILE GRADE (PTH72)GUTTERLINE
Y=228435.867
X=569961.074
P.C. STA. 10+74.274
Y=228471.916
X=570060.523
PT. STA. 11+80.861
AZ 57°51'40.7"
EXISTING GROUND PROFILE
20' LT.
20' RT.
WEST ABUT.
< BRG.
WA
LK
[1.8
3m]
6'-
0"
SHEET NO. 2 OF 16 SHEETS
11
120.000' V.C.
G2=+1.629%
G1=-1.279%
EL. 1080.715
V.P.I. STA. 10+80.910
< T.H. 72 (PTH72)
PORTION OF THE CONTRACT.
1958 TO BE REMOVED IN THE BRIDGE
GIRDER APPROACH SPANS BUILT IN
THROUGH-TRUSSES WITH STEEL
SIX SIMPLE SPAN STEEL PENNSYLVANIA
INPLACE BRIDGE 9412
BE FURTHER INVESTIGATED AT FINAL
WINGWALLS AND APPROACH PANELS TO
< PIER 1 < PIER 2
WEST ABUT.
PIER 1 PIER 2
ONTARIO PROVINCIAL HIGHWAY 11 (PTH72)
< T.H. 72 AND
[91.44m`]
300'-0"`
[91.44m`]
300'-0"`
[409.85m`]
1344'-8"`
NOTES:
[67.06m`]220'-0"`
[14.6
7m]
48'-
1ƒ
"
[11.8
9m]
39'-
0"
[5.9
4m]
19'-
6"
[5.9
4m]
19'-
6"
EXP.EXP. FIX.
& ELEVATION - 1
GENERAL PLAN
EL. 1058.2 FT [322.5m] (FEB 15, 1953)
WATER SURFACE
EL. 1066.0 FT [324.9m]
100 YEAR HEADWATER
15
STAGING AREA
STA. 14+4.80` STA. 17+4.80`
(TH 72 EXISTING)
ONTARIO PROVINCIAL HIGHWAY 11
< INPLACE BRIDGE 9412 T.H. 72 AND
EL. 1040.7 FT [317.2m]
APPROXIMATE FLOWLINE
RA
ND
OM
RIP
RA
P
CL
AS
S III
1'-
6"
FIL
TE
R
GR
AN
UL
AR
9"
3'-0"
2'-
3"
101
2'-6"
1'-
6"
RIP
RA
P
FIL
TE
R
GR
AN
UL
AR
9"
4'-6"1.5
1
3'-
0"
RIPRAP DETAIL TYPICAL EDGE SECTION
BY OTHERS
WALL A
RETAINING
END OF SLOPEWALL
TO EL.1067.00 FT [325.2m]
EXTEND RIPRAP
SIDE OF BRIDGE
MAY REQUIRE ACCESS ON DOWNSTREAM
REMOVAL OF EXISTING BRIDGE 9412
50'-
0"
[15.2
4m]
60'-0"
[18.29m]
2.
SEE SHEET 5
RAILING
TO CONSTRUCT ABUTMENT
TEMPORARY SHORING
17
STA. 11+71`
END WINGWALL
STA. 11+73`
END WINGWALL
STA. 11+82`
BEGIN BRIDGE
[0.71m]
2'-4"
141312 16 18
M.T.O. STANDARD DRAWING SS110-66, TYP.
END WALL FOR BOX BEAM RAILING-PL2,
R=250'
PILES DURING PILE DRIVING OPERATIONS FOR THE PROPOSED BRIDGE.
CONTRACTOR TO MONITOR VIBRATION IN EXISTING BRIDGE TIMBER
SUBSURFACE UTILITY DATA.
GUIDELINES FOR THE COLLECTION AND DEPICTION OF EXISTING
ACCORDING TO GUIDELINES OF CI/ASCE 38-02, ENTITLED "STANDARD
QUALITY LEVEL D. THIS UTILITY QUALITY LEVEL WAS DETERMINED
THE SUBSURFACE UTILITY INFORMATION IN THIS PLAN IS UTILITY
12/22/2016
3:5
5:1
5
PM
lkalita
TITLE: APPROVED:
CHK:
DR:
CHK:
DES: LK
BRIDGE NO.
39016
CTWTFS
CTW
V.P.C.
ST
A. 10
+20.9
10
EL. 1081.4
82
+1.629%
V.P.T.
ST
A. 11+40.9
10
EL. 1081.6
92
J
UNIT
ED
ST
AT
ES
CA
NA
DA
SPAN 4 SPAN 5
OU
T-
TO-
OU
T
RO
AD
WA
Y
SPAN 3 SPAN 4 SPAN 5
RAIN
Y
RIV
ER
[.5
0m]
1'-
7ƒ
"
[.4
6m]
1'-
6"
SPAN 3
EL. 1120
EL. 1100
EL. 1080
EL. 1060
EL. 1040
(TYP)
90°00'00"
20' LT.
20' RT.
0 60'
GENERAL ELEVATION
0 60'
GENERAL PLAN
19 20 21 22 23 24 25
OUT-TO-OUT OF DECK
MA
TC
HLIN
E
ST
A. 18
+50
INTERNATIONAL BORDER
AZ 57°51'40.7"
GUTTERLINE
1
WA
LK
[1.8
3m]
6'-
0"
STA. 25+24.8`
END BRIDGE
Y=229194.871
X=571211.285
P.C. STA. 25+39.874
Y=229272.239
X=571305.156
PT. 26+61.854
EAST ABUT.
< BRG.
26
EL. 1020
EL. 1000
EL. 980
< T.H. 72 (PTH72)
EXISTING GROUND PROFILE
PROFILE GRADE (PTH72)
200.001' V.C.
G2=-2.505%
G1=+1.629%
EL. 1095.762
V.P.I. STA. 20+04.734
PORTION OF THE CONTRACT.
1958 TO BE REMOVED IN THE BRIDGE
GIRDER APPROACH SPANS BUILT IN
THROUGH-TRUSSES WITH STEEL
SIX SIMPLE SPAN STEEL PENNSYLVANIA
INPLACE BRIDGE 9412
< PIER 3 < PIER 4
PIER 3 PIER 4
ONTARIO PROVINCIAL HIGHWAY 11 (PTH72)
< T.H. 72 AND
EAST ABUT.
SHEET NO. 3 OF 16 SHEETS
NOTES:
[67.06m`]
220'-0"`
[91.44m`]
300'-0"`
[91.44m`]
300'-0"`
[409.85m`]
1344'-8"`
1 [14.6
7m]
48'-
1ƒ
"
[11.8
9m]
39'-
0"
[5.9
4m]
19'-
6"
[5.9
4m]
19'-
6"
FIX.
EXP.EXP.
& ELEVATION - 2
GENERAL PLAN
EL. 1066.0 FT [324.9m]
100 YEAR HEADWATER
EL. 1040.7 FT [317.2m]
APPROXIMATE FLOWLINE
EL. 1058.2 FT [322.5m] (FEB 15, 1953)
WATER SURFACE
HIGHWAY 11 (TH 72 EXISTING)
ONTARIO PROVINCIAL
< INPLACE BRIDGE 9412 T.H. 72 AND
STA. 20+4.80°` STA. 23+4.80`
SIDE OF BRIDGE
MAY REQUIRE ACCESS ON DOWNSTREAM
REMOVAL OF EXISTING BRIDGE 9412
BY OTHERS
RETAINING WALL B
SHEET 15
SEE DETAILS ON
AESTHETIC ARCH
SHEET 15
SEE DETAILS ON
AESTHETIC ARCH
TO CONSTRUCT ABUTMENT
TEMPORARY SHORING
SEE SHEET 5
BOX BEAM RAILING
20 22
SHEET 15
SEE DETAILS ON
AESTHETIC ARCH
FLAG POLE (TYP)
TO EL.1067.00 FT [325.2m]
EXTEND RIPRAP
STA. 25+38`
END WINGWALL
STA. 25+38`
END WINGWALL
21 23 24 25
[0.71m]
2'-4"
M.T.O. STANDARD DRAWING SS110-66, TYP.
END WALL FOR BOX BEAM RAILING-PL2,
R=475'
19
> 108°40'31.3"
X=570739.749 Y=228898.633
P.O.T. STA. 19+83.005 LOCATED AT INTERNATIONAL BORDER
< T.H. 72 AND ONTARIO PROVINCIAL HIGHWAY 11 (PTH72)
PILES DURING PILE DRIVING OPERATIONS FOR THE PROPOSED BRIDGE.
CONTRACTOR TO MONITOR VIBRATION IN EXISTING BRIDGE TIMBER
SUBSURFACE UTILITY DATA.
GUIDELINES FOR THE COLLECTION AND DEPICTION OF EXISTING
ACCORDING TO GUIDELINES OF CI/ASCE 38-02, ENTITLED "STANDARD
QUALITY LEVEL D. THIS UTILITY QUALITY LEVEL WAS DETERMINED
THE SUBSURFACE UTILITY INFORMATION IN THIS PLAN IS UTILITY
27
-2.505%
V.P.C.
ST
A. 26
+80.9
04
EL. 1078.8
25
V.P.T.
ST
A. 21+04.7
34
EL. 1093.2
57
V.P.C.
ST
A. 19
+04.7
33
EL. 1094.1
33
12/22/2016
3:5
5:2
7
PM
lkalita
TITLE: APPROVED:
CHK:
DR:
CHK:
DES: LK
BRIDGE NO.
39016
CTWTFS
CTW
SHOULDER SHOULDER
ROADWAY
2.0% 2.0% 2.0% 2.0%1.0%
2
1
LEVELLEVEL LANE LANE
PROFILE GRADE (PTH72)
NORTH SIDE SOUTH SIDE
NOTES:
1
2
0
TRANSVERSE SECTION
10'
SHEET NO. 4 OF 16 SHEETS
[.50m]
1'-7ƒ"
[.46m]
1'-6"
OUT-TO-OUT OF DECK
WALK
M.T.O. STANDARD DRAWING SS110-49
BOX BEAM RAILING ON SIDEWALK-TL4
T.H. 72 AND ONTARIO PROVINCIAL HIGHWAY 11 (PTH72)
80"` [2.03m`] TO 140`" [3.56m`]
WEB DEPTH VARIES
[2.44m]8'-0"
[3.51m]11'-6"
[3.51m]11'-6"
[1.83m]6'-0"
[11.89m]39'-0"
5"
[.13m]
5"
[.13m]
[2.44m]8'-0"
[14.67m]48'-1ƒ"
7•
"
[190
mm]
[1.1
9m]
8"
[203
mm]
5'-11…"`
[1.81m`] VARIABLE DEPTH PLATE GIRDER
5'-11…"`
[1.81m`]
[254mm`
10"`
TY
P.
[250
mm]
10"`
3 SPACES AT 12'-1"` [3.68m`] = 36'-3"` [11.05m`]
M.T.O. STANDARD DRAWING SS110-48
BOX BEAM RAILING ON SIDEWALK-TL4
TRANSVERSE SECTION
IN PLACE BRIDGE 9412
[1.05m`]3'-5‚"`
3
(SECTION SHOWN AT APPROXIMATE STATION 18+80)
4†
"
45'-0"` [13.72m`]
ONTARIO PROVINCIAL HIGHWAY 11 (TH_72_EXISTING)
< INPLACE BRIDGE 9412 T.H. 72 AND
CLEARANCE
HORIZONTAL
3
MINIMUM CLEAR COVER TO THE BOTTOM CONCRETE SURFACE IS 1.5 INCHES [38mm].
MINIMUM CLEAR COVER TO THE TOP CONCRETE SURFACE IS 3 INCHES [76mm].
PLUS 5 FEET [1.52m].
EQUAL TO LOW STEEL ELEVATION OF ADJACENT C.N.R.R. BRIDGE 1,078.2 FEET [328.6m]
MINIMUM LOW STEEL ELEVATION IN HORIZONTAL CHANNEL OF 1,083.2 FEET [330.2m],
EXISTING SIDEWALK BRIDGE 9412.
INCREASE LATERAL CLEARANCE COULD BE GAINED BY REMOVING
EDGE OF FASCIA BEAM.
BOTTOM OF DECK TO CONTINUE 2.0% SLOPE TO INSIDE FLANGE
PROFILE GRADE TO GUTTER LINE.
12/22/2016
3:5
5:3
9
PM
lkalita
TITLE: APPROVED:
CHK:
DR:
CHK:
DES: LK
BRIDGE NO.
39016
CTWTFS
CTW
UNIT
ED
ST
AT
ES
CA
NA
DA
RAIN
Y
RIV
ER
SPAN 2SPAN 1 SPAN 3 SPAN 4 SPAN 5
12 13 14 15 16 17 18 19 20 21 22 23 24 25
INTERNATIONAL BORDER
12/22/2016
3:5
5:5
0
PM
lkalita
11
ONTARIO PROVINCIAL HIGHWAY 11 (PTH72)
< T.H. 72 AND
26
LOCATION ENGINEER'S OBSERVATIONS
AT BRIDGE SITE
1.
2.
MINISTRY OF TRANSPORTATION - ONTARIO
BRIDGE SURVEY
BRIDGE NO.
HYDRAULIC ENGINEERS RECOMMENDATION
STREAM OR DITCH DESIGNATION: RAINY RIVER
(T.H. 72=325)JOB NO. T25586 MINNESOTA PROJECT NO. SM, NHPP STATE PROJECT NO. 3905-39016 M.T.O. SITE 45-110
K = 48
SSD > 40 MPH
200.00' V.C.
VPI
+04.73
EL. 1,095.76
+1.63% -2.50%
EL. 1,110
EL. 1,100
EL. 1,090
EL. 1,080
EL. 1,070
EL. 1,060
EL. 1,050
EXISTING GROUND
TRAFFIC
CONTRACTED PROFILE0 0 5' 10'
HORIZONTAL VERTICAL
SCALE :50'25'
SCALE:0 50' 100'
PLAT
MINNESOTA DEPARTMENT OF TRANSPORTATION
HIGHWAY 11 OVER THE RAINY RIVER
T.H. 72/ ONTARIO PROVINCIAL
SEC 35 T 161 N R 31 W
39016
COUNTY: LAKE OF THE WOODS
CITY: BAUDETTE
ON CNRR BRIDGE (1078.2')
EXISTING LOW STEEL
12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00
T 161 N
R 31 W
INDEX MAP
( ONE SECTIONS )
DATE:
12/13/16
SMV
INITIALS:
Y = 228471.916
X = 570060.523
P.T. STA. 11+80.86
Y = 228435.868
X = 569961.074
P.C. STA. 10+74.27
T.H. 72 STA.
Y = 229272.239
X = 571305.156
P.T. STA. 26+61.85
Y = 229194.871
X = 571211.285
P.C. STA. 25+39.87
1
2
3
4
3
1
2
4
BR. 39016
PROPOSED
2%1.5%
2% 2%
1.5'
< HIGHWAY 11/TRUNK HIGHWAY 72
2%
S/W
6'
VAR.SHLD
8'
LANE
11.5'
LANE
11.5'
SHLD
8'
VAR.
ROADWAY TYPICAL SECTION
NOT TO SCALE
DIRECTLY ADJACENT TO THE BRIDGE (U.S. SIDE)
CONFLUENCE OF BAUDETTE RIVER IS LOCATED UPSTREAM,
SLIDING BANKS, RECREATIONAL BOATING.
SPECIAL FEATURES: WATERFALLS, DAMS, FLOODS, ICE, DEBRIS,
WARREN TRUSS
APPROXIMATELY 300 FEET DOWNSTREAM. 6 SPAN
CANADIAN NATIONAL RAILWAY BRIDGE LOCATED
AREA ETC.
LENGTH, HEIGHT ABOVE HIGH WATER, CROSS-SECTIONAL
WITHOUT OVERFLOW OF ROADWAY) : GIVEN LOCATION, TYPE,
(PARTICULARLY STRUCTURES WHICH CARRY HIGH WATER
OTHER BRIDGES OR CULVERTS OVER THE SAME STREAM
DATE: 12-16-2016
DRAINAGE AREA: 1943 SQ. MI.
MAX. FLOOD ON RECORD: 81480 C.F.S. (2014)
MAXIMUM OBSERVED HIGHWATER ELEVATION: 1066.522 FT.
DESIGN FLOOD (100 YR. FREQ.): 85579 C.F.S.
DESIGN STAGE ELEVATION: 1066.457 FT.
DESIGN MEAN VELOCITY THROUGH STRUCTURE: 3.81 F.P.S.
TOTAL STAGE INCREASE: 0.013 FT.
FLOWLINE ELEVATION: 1040.70 FT. SKEW ANGLE: 18.6°
ESTIMATED DEPTH OF PIER SCOUR = 1007.42 FT. (500 YR. FREQ.)
= 22492.05 SQ. FT. AT RIGHT ANGLES TO CHANNEL
WATERWAY AREA REQUIRED BELOW ELEV. 1066.371
GREATEST FLOOD ( 500 YR. FREQ.): 101994 C.F.S.
STAGE ELEVATION: 1068.176 FT.
TOTAL STAGE INCREASE: 0.033 FT.
MEAN VELOCITY THROUGH STRUCTURE: 4.167 F.P.S.
BRIDGE SURVEY SHEETS MADE FROM :
BENCH MARK ELEVATION
LOCATION
( N.A.V.D. 88 ADJ. )
( N.A.V.D. 88 ADJ. )2nd BENCH MARK ELEVATION
LOCATION
BRIDGE 39016
PROPOSED
PORTION OF THE CONTRACT.
1958 TO BE REMOVED IN THE BRIDGE
GIRDER APPROACH SPANS BUILT IN
THROUGH-TRUSSES WITH SIX `20' STEEL
SIX `194' SIMPLE SPAN STEEL PENNSYLVANIA
INPLACE BRIDGE 34' W X 1282' L
VP
C
+04.73
EL. 1,094.13
VP
T
+04.73
EL. 1,093.26
PIER 1 PIER 2 PIER 3 PIER 4
FIX.
FIX.
EXP.EXP.
EXP.EXP.
EL. 1066.37
DESIGN STAGE
39016
PROPOSED BRIDGE
EL. 1,040
EL. 1,030
EL. 1,020
EL. 1,010
EL. 1,000
INTERNATIONAL BORDER
PROFILE (PTH72)
ONTARIO PROVINCIAL HIGHWAY 11
PROPOSED T.H. 72
(PTH72)
GRADE
PROFILE
PROFILE
ONTARIO PROVINCIAL HIGHWAY 11
EXISTING T.H. 72
LOW MEMBER AT OR ABOVE ELEVATION: 1073 ` FT.
STA. 11+82`
BEGIN BRIDGE
STA. 25+27`
END BRIDGE
STA. 25+27`
END BRIDGESTA. 11+82`
BEGIN BRIDGE
SHEET NO. 5 OF 16 SHEETS
BAUDETTE
1172
1
22
22
23
26
165
26
26
1stST. S.E.
2nd
3rd 7th
MAIN ST.
AV
E.
S.E.
S.E.
S.E.
S.E.
S.E.
S.E.
AV
E.
AV
E.
AV
E.
AV
E.
AV
E.
ST.
ST.
S.E.
2nd
3rd
ST.
ST.
ST.
ST.
3rd ST.
N.E.
ST.
AV
E.
4th
S.E.
S.E.
S.E.
N.E.
2nd
3rd
S.W. 1st ST.
N.W.
W.ST.
ST.
ST.
2nd
1st
N.W.
3rd
ST.
AV
E.
N.E.
S.W.
S.W.
2nd ST.
3rd ST.
AV
E.
AV
E.
N.W.
N.W.
N.W.
N.W.
E.
72
N.E.
S.E.
AV
E.
3rd
AV
E.
N.E.
4th ST. N.E.
T
OWER RD.
N.W.
AIR
PO
RT
RD.
72
River
Rys.
S.E.
LIN
DE
N
AV
E.
N.E.
U.S. CUSTOMS
REST AREA
WAYSIDE
2 1
2 36
T160N R31W
T161N3536
T160N
T161N R31W
INT
E
ATIONAL
RN
DR.
CANADAONTARIO
LAKE OF THE WOODS CO.
LAKE OF THE WOODS COUNTY
2nd
AV
E.
S.W.
2nd
1st
ST.
ST.N.E.
N.E.
N.E.
3rd
S.W.
AV
E.
BA
Y
AV.
S.W.
MAIN
AIN
AV
E.
3rd
1st
AV
E.
S.E.
Baudette
ST.
ST. N.E.
6th
HA
MIL
TO
N
1st
POP. 1,106
SHEET NO. 6 OF 16 SHEETS
< BRG. W. ABUT < BRG. E. ABUT< PIER 1 < PIER 2 < PIER 3 < PIER 4
SPAN 5SPAN 4SPAN 2 SPAN 3SPAN 1
NOTES:
1.
AT FINAL DESIGN.
ALLOWED. ERECTION SEQUENCE TO BE COMPLETED
USE OF TOWERS IN RIVER FOR STAGING IS
CONSTRUCTION STAGING
CONSTRUCTION STAGING ELEVATION
TOWER (TYP)
SHORING
TEMPORARY
EL. 1120
EL. 1100
EL. 1080
EL. 1060
EL. 1040
EL. 1020
EL. 1000
EL. 980
12/22/2016
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PM
lkalita
TITLE: APPROVED:
CHK:
DR:
CHK:
DES: LK
BRIDGE NO.
39016
CTWTFS
CTW
T
R
RR
R
R
R
U
SPAN 1 SPAN 2 SPAN 3
RAIN
Y
RIV
ER
(TYP)
90°00'00"
0 60'
12 13 14 15 16 17 18
MA
TC
HLIN
E
ST
A. 18
+50
AZ 57°51'40.7"
WEST ABUT.
< BRG.
SHEET NO. 7 OF 16 SHEETS
11
PORTION OF THE CONTRACT.
1958 TO BE REMOVED IN THE BRIDGE
GIRDER APPROACH SPANS BUILT IN
THROUGH-TRUSSES WITH STEEL
SIX SIMPLE SPAN STEEL PENNSYLVANIA
INPLACE BRIDGE 9412
< PIER 1 < PIER 2ONTARIO PROVINCIAL HIGHWAY 11 (PTH72)
< T.H. 72 AND
[91.44m`]
300'-0"`
[91.44m`]
300'-0"`
[67.06m`]220'-0"`
15
STAGING AREA
STA. 14+4.80` STA. 17+4.80`
(TH 72 EXISTING)
ONTARIO PROVINCIAL HIGHWAY 11
< INPLACE BRIDGE 9412 T.H. 72 AND
BY OTHERS
WALL A
RETAINING
SIDE OF BRIDGE
MAY REQUIRE ACCESS ON DOWNSTREAM
REMOVAL OF EXISTING BRIDGE 9412
UNITED STATES
CONSTRUCTION STAGING
PLAN
NOTES:
CONSTRUCTABILITY INVESTIGATION REPORT.
FOR MORE INFORMATION ON CONSTRUCTION STAGING SEE
PROPOSED STAIGING AREA
[18.29m`]
60'-0"`
[15.2
4m`]
50'-
0"`
SECTION A-A
PROPOSED CAUSEWAY
A
A
[15.24m]
50'-0"
STA. 11+82`
BEGIN BRIDGE
12/22/2016
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PM
lkalita
TITLE: APPROVED:
CHK:
DR:
CHK:
DES: LK
BRIDGE NO.
39016
CTWTFS
CTW
SPAN 5
0 60'
23 24 25AZ 57°51'40.7"
Y=229194.871
X=571211.285
P.C. STA. 25+39.874
Y=229272.239
X=571305.156
PT. 26+61.854
EAST ABUT.
< BRG.
26
< PIER 4
ONTARIO PROVINCIAL HIGHWAY 11 (PTH72)
< T.H. 72 AND
SHEET NO. 8 OF 16 SHEETS
[67.06m`]
220'-0"`
HIGHWAY 11 (TH 72 EXISTING)
ONTARIO PROVINCIAL
< INPLACE BRIDGE 9412 T.H. 72 AND
STA. 23+4.80`
SIDE OF BRIDGE
MAY REQUIRE ACCESS ON DOWNSTREAM
REMOVAL OF EXISTING BRIDGE 9412
CANADA
CONSTRUCTION STAGING
PLAN
NOTES:
CONSTRUCTABILITY INVESTIGATION REPORT.
FOR MORE INFORMATION ON CONSTRUCTION STAGING SEE
POSSIBLE STAIGING AREA
LOADING DOCK
BY OTHERS
RETAINING WALL B
STA. 25+27`
END BRIDGE
2524
TEMPORARY ACCESS ROAD
12/22/2016
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PM
lkalita
TITLE: APPROVED:
CHK:
DR:
CHK:
DES: LK
BRIDGE NO.
39016
CTWTFS
CTW
EL. 1120
EL. 1100
EL. 1080
EL. 1060
EL. 1040
UNIT
ED
ST
AT
ES
CA
NA
DA
< PIER 3< PIER 2
INTERNATIONAL BORDER
40'0'
1.
NOTES:
PROFILE GRADE (PTH72)
EL. 1020
EL. 1000
EL. 980
2.
3.
4.
5.
NAVIGATION CLEARANCE SPAN 3
SHEET NO. 9 OF 16 SHEETS
21'-9†"`
[6.64`]
100'-0"
[30.48m]
142'-5•"`
[43.42m`]
300'-0"`
[91.44m`]
278'-2…"`
[84.80m`]
ENVELOPE
CLEARANCE
UNITED STATES
NAVIGATION CLEARANCES
EL. 1083.2 FT [330.2m]
EL. 1040.7 FT [317.2m]
APPROXIMATE FLOWLINE
EL. 1058.2 FT [322.5m] (FEB 15, 1953)
WATER SURFACE
EL. 1066.0 FT [324.9m]
100 YEAR HEADWATER
MEASURED ALONG
< BRIDGE
U.S.C.G. PERMIT.
NAVIGATIONAL LIGHTING REQUIREMENTS, IF ANY, WILL BE AS SPECIFIED IN THE
BE DEFINED.
OTHERWISE IN THE U.S.C.G. PERMIT, A SPECIFIC NAVIGATIONAL CHANNEL WILL NOT
LOCATIONS THAT SATISFY THE REQUESTED CRITERIA EXISTS. UNLESS DICTATED
SHEET DEPICTS ONE POTENTIAL LOCATION FOR THE NAVIGATIONAL CHANNEL. OTHER
NAVIGATIONAL CHANNEL IN SPAN 3 TO BE LOCATED ENTIRELY IN UNITED STATES.
PLUS 5 FEET [1.52m].
EQUAL TO LOW STEEL ELEVATION OF ADJACENT C.N.R.R. BRIDGE 1,078.2 FEET [328.6m]
MINIMUM LOW STEEL ELEVATION IN HORIZONTAL CHANNEL OF 1,083.2 FEET [330.2m],
MINIMUM HORIZONTAL CHANNEL OF 100 FEET [30.48m] REQUESTED FOR NAVIGATION.
12/22/2016
3:5
6:3
4
PM
lkalita
TITLE: APPROVED:
CHK:
DR:
CHK:
DES: LK
BRIDGE NO.
39016
CTWTFS
CTW
EL. 1120
EL. 1100
EL. 1080
EL. 1060
EL. 1040
UNIT
ED
ST
AT
ES
CA
NA
DA
< PIER 4< PIER 3
INTERNATIONAL BORDER
PROFILE GRADE (PTH72)
EL. 1020
EL. 1000
EL. 980
40'0'
CANADA
NAVIGATION CLEARANCES
NAVIGATION CLEARANCE SPAN 4
EL. [330.2m]
EL. 1083.2 FT
1.
NOTES:
2.
3.
4.
21'-9†"`
[6.64m`]
300'-0"`
[91.44m`]
100'-0"
[30.48m][3.17m`]
ENVELOPE
CLEARANCE
EL. 1066.0 FT [324.9m]
100 YEAR HEADWATER
EL. 1058.2 FT [322.5m] (FEB 15, 1953)
WATER SURFACE
EL. 1040.7 FT [317.2m]
APPROXIMATE FLOWLINE
MEASURED ALONG
< BRIDGE
SHEET NO. 10 OF 16 SHEETS
10'-4†"`
TRANSPORT CANADA PERMIT.
NAVIGATIONAL LIGHTING REQUIREMENTS, IF ANY, WILL BE AS SPECIFIED IN THE
WILL NOT BE DEFINED.
OTHERWISE IN THE TRANSPORT CANADA PERMIT, A SPECIFIC NAVIGATIONAL CHANNEL
LOCATIONS THAT SATISFY THE REQUESTED CRITERIA EXISTS. UNLESS DICTATED
SHEET DEPICTS ONE POTENTIAL LOCATION FOR THE NAVIGATIONAL CHANNEL. OTHER
PLUS 5 FEET [1.52m].
EQUAL TO LOW STEEL ELEVATION OF ADJACENT C.N.R.R. BRIDGE 1,078.2 FEET [328.6m]
MINIMUM LOW STEEL ELEVATION IN HORIZONTAL CHANNEL OF 1,083.2 FEET [330.2m],
MINIMUM HORIZONTAL CHANNEL OF 100 FEET [30.48m] REQUESTED FOR NAVIGATION.
12/22/2016
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6:4
3
PM
lkalita
TITLE: APPROVED:
CHK:
DR:
CHK:
DES: LK
BRIDGE NO.
39016
CTWTFS
CTW
T
R
R
UNIT
ED
ST
AT
ES
CA
NA
DA
RAIN
Y
RIV
ER
12 13 14 15 16 17 18 19 20 21 22 23 24 25
EXISTING C.N.R.R. BRIDGE
INTERNATIONAL BORDER
0 120'
11
ONTARIO PROVINCIAL HIGHWAY 11 (PTH72)
< T.H. 72 AND
26
PLAN
SHEET NO. 11 OF 16 SHEETSSOIL BORINGS - 1
2524222120191817161424 24 15 23
INPLACE BRIDGE 9412
PROPOSED BRIDGE 39016
(TH 72 EXISTING)
ONTARIO PROVINCIAL HIGHWAY 11
< INPLACE BRIDGE 9412 T.H. 72 AND
NOTES:
1.
2.
19.39' RT.
STA. 14+90.50
B-100
16.83' RT.
STA. 16+83.40
B-101
14.70' RT.
STA. 18+64.20
B-102
29.36' RT.
STA. 20+27.4
16-1
26.27' RT.
STA. 23+01.10
16-2
12.08' RT.
STA. 24+66.70
16-3
83.04' RT.
STA. 25+95.50
16-6
64.88' RT.
STA. 26+12.00
16-5
9.83' RT.
STA. 26+45.20
16-4
3.
DEPICTION OF EXISTING SUBSURFACE ACE UTILITY DATA".
ENTITLED "STANDARD GUIDELINES FOR THE COLLECTION AND
DETERMINED ACCORDING TO THE GUIDELINES OF CI/ASCE 38-02.
IS UTILITY LEVEL D. THIS UTILITY QUALITY LEVEL WAS
THE SUBSURFACE UTILITY INFORMATION IN THIS PLAN
T.H. 72 AND PROVINCIAL HIGHWAY 11 ALIGNMENT.
LOCATIONS OF BORINGS ARE BASED ON
SEE SHEETS 12 THRU 14 FOR BORING ELEVATIONS.
STA. 11+82`
BEGIN BRIDGE
STA. 25+27`
END BRIDGE
12/22/2016
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6:5
3
PM
lkalita
TITLE: APPROVED:
CHK:
DR:
CHK:
DES: LK
BRIDGE NO.
39016
CTWTFS
CTW
12/22/2016
3:5
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4
PM
lkalita
LK CTWCHK:DR:
BRIDGE NO.
3901612+00 13+00
14+00 15+00 16+00 17+00
11+00
EXISTING GROUND PROFILE
20' LT.
20' RT.
< T.H. 72 (PTH72)
EL. 980
EL. 1000
EL. 990
EL. 1010
EL. 1020
EL. 1030
EL. 970
EL. 1040
EL. 1050
EL. 1060
EL. 1070
EL. 1080
EL. 1090
EL. 1100
EL. 1110
EL. 1120
EL. 960
EL. 950
EL. 940
EL. 980
EL. 1000
EL. 990
EL. 1010
EL. 1020
EL. 1030
EL. 970
EL. 1040
EL. 1050
EL. 1060
EL. 1070
EL. 1080
EL. 1090
EL. 1100
EL. 1110
EL. 1120
EL. 960
EL. 950
EL. 940
STATE PROJECT NO. 3905-39016
SOIL BORINGS - 2
SHEET NO. 12 OF 16 SHEETS
PIER 1
580
1170
2710
3910
Multiple blow counts shownon single line represent 6 in.or partial penetration values
15
6
10
10
33
57
35
28
38
27
29
22
15
20
54
57
35 50/5"
48 50/2"
50/2"
50/4"
50/4"
50/4"
Silt with Sand with seams and
traces of Silt; pockets of IOS and a
few roots; browns, moist
Silty Clay with laminated traces and
seams of Silt and Very Fine Sand
with IOS; browns, moist
Silty Clay, grey, moist
Silty Clay with thin seams and
traces of Silt; malodorous fuel
smell; grey, moist
Silty Sand with Clay, with pebbles;
horizontal traces of Silt and vertical
traces and pockets of gray Very
Fine Sand with IOS; Malodorous
fuel smell; greys and browns, moist
Silt with Clay, with pebbles and a
few pockets of black organics;
traces of Very Fine Sand and Silt
with IOS; gray-brown, damp
Sandy Lean Clay with a few
pebbles, gray, moist
Sandy Lean Clay with a few
pebbles and plastic Silt Loam
layers at 50.2'; greys, moist to wet
Silty Sand, grey, saturated
Sandy Lean Clay, gray, moist
Silty Sand, gray, wet
Granite Boulders, gray-brown
Silty Sand, gray, wet
Silty Sand with Gravel, with cobbles
at 83.0' and Granite stone chips
and peices at 84.0'; gray and wet
Silty Sand with Clay, gray and wet
Possible Top of Bedrock
TONALITE; gray
1079.9SPTCoh
(psf) N60
Elevation
T10
1690
1250
Multiple blow counts shownon single line represent 6 in.or partial penetration values
10
8
10
16
10
9
11
13
16 30 46
9 48 50/6"
50/5"
50/.5"
50/3"
50/3"
49 50/2"
50/1"
38 50/5"
50/4"
50/3"
50/3"
50/5"
50/4"75/0"
Drilling Platform
Water
Lean Clay with Sand and a trace of
Gravel, gray, wet, stiff
Silty Sand with a trace of Gravel,
slightly plastic, gray, wet to
waterbearing, loose
Lean Clay, gray to grayish brown,
wet, stiff
Poorly Graded Sand, fine to coarse
grained, gray to grayish brown,
waterbearing, medium dense to
loose
Lean Clay with a trace of Sand and
a trace of Gravel, some Gravelly
layers and boulders, gray, wet, stiff
Silty Sand with a trace to a little
Gravel and stone fragments, some
boulders, slightly plastic, gray,
moist to wet, very dense
1063.9SPTCoh
(psf) N60
Elevation
B100
WEST ABUTMENT
PROFILE GRADE (PTH72)
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lkalita
LK CTWCHK:DR:
BRIDGE NO.
3901617+00 18+00 19+00
20+00 21+00 22+00
STATE PROJECT NO. 3905-39016
SOIL BORINGS - 3
SHEET NO. 13 OF 16 SHEETS
EXISTING GROUND PROFILE
20' LT.
20' RT.
< T.H. 72 (PTH72)
EL. 980
EL. 1000
EL. 990
EL. 1010
EL. 1020
EL. 1030
EL. 970
EL. 1040
EL. 1050
EL. 1060
EL. 1070
EL. 1080
EL. 1090
EL. 1100
EL. 1110
EL. 1120
EL. 960
EL. 950
EL. 940
EL. 980
EL. 1000
EL. 990
EL. 1010
EL. 1020
EL. 1030
EL. 970
EL. 1040
EL. 1050
EL. 1060
EL. 1070
EL. 1080
EL. 1090
EL. 1100
EL. 1110
EL. 1120
EL. 960
EL. 950
EL. 940
2000
Multiple blow counts shownon single line represent 6 in.or partial penetration values
6
6
6
20
12
28
1930 50/3"
50/4"
50/4"
50/4"
50/4"
50/2"
50/4"
50/5"
50/3"
50/3"
50/1"
Driling Platform
Water
Poorly Graded Sand with a trace to
a little Gravel, fine to coarse
grained, gray to grayish brown,
waterbearing, loose
Lean Clay with a trace of Gravel,
gray, wet, stiff to very stiff
Silty Sand with a trace to a little
Gravel, with a trace of Clay and
some boulders, gray, moist to wet
to waterbearing, very dense
Probable Boulder, auger refusal at
69.2'.
1064.4SPTCoh
(psf) N60
Elevation
B101
1400
560
Multiple blow counts shownon single line represent 6 in.or partial penetration values
0
3
2
4
8
7
10
1612 25 40
50/5"
50/5"
50/5"
50/2"
50/0.5"
Driling Platform
Water
Poorly Graded Sand), coarse to
fine grained, brown to gray, wet to
waterbearing, very loose
Lean Clay with a trace gravel, little
to some sand, gray, wet, medium to
soft
Silty Sand with a trace to a little
Gravel and a trace of Clay, gray,
moist to wet, slightly plastic, very
dense
Boulders and Cobbles (4" - 12")
mixed with apparrent Silty Sand,
gray
End of boring at 116'
1063.9SPTCoh
(psf) N60
Elevation
B102
7
4
6
711
6
12
11
33
50/5"
50/5"
50/5"
60/4"
50/5"
50/5"
50/1"
50/4"
87/8"
50/5"
50/5"
50/4"
Water surface
Water
River bottom
Possible alluvium (not sampled)
Sand, trace silt, trace gravel, loose
to compact, grey/black, moist to
wet
Sand and gravel with silt, some
clay, compact to very dense, grey,
moist to wet
Sand and gravel with silt, some
clay, cobbles, compact to very
dense, grey, moist to wet
Sand to silt sand, trace clay, trace
gravel, very dense, grey, moist to
wet, cobbles noted at 77 ft.
Sand to silty sand, trace clay, trace
gravel, very dense, grey, moist to
wet
End of borehole
1061.0SPTCoh
(psf) N60
Elevation
16-1
PIER 2
PIER 3
PROFILE GRADE (PTH72)
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lkalita
LK CTWCHK:DR:
BRIDGE NO.
3901623+00 24+00 25+00
26+00 27+00 28+00
STATE PROJECT NO. 3905-39016
SOIL BORINGS - 4
SHEET NO. 14 OF 16 SHEETS
EXISTING GROUND PROFILE
20' LT.
20' RT.
< T.H. 72 (PTH72)
EL. 980
EL. 1000
EL. 990
EL. 1010
EL. 1020
EL. 1030
EL. 970
EL. 1040
EL. 1050
EL. 1060
EL. 1070
EL. 1080
EL. 1090
EL. 1100
EL. 1110
EL. 1120
EL. 960
EL. 950
EL. 940
EL. 980
EL. 1000
EL. 990
EL. 1010
EL. 1020
EL. 1030
EL. 970
EL. 1040
EL. 1050
EL. 1060
EL. 1070
EL. 1080
EL. 1090
EL. 1100
EL. 1110
EL. 1120
EL. 960
EL. 950
EL. 940
11
8
4
10
9
9
PH
14
97/8"
50/5"
50/1"
50/2"
Water surface
Water
River bottom
Possible alluvium
(not sampled)
Sand, some silt, trace to some
gravel, compact to loose,
grey/black, moist to wet
Silty clay, some sand, trace gravel,
soft to stiff, grey, moist
Sand, some silt, some gravel,
cobbles, very dense, grey, moist to
wet
Sand, some silt, some gravel,
cobbles, very dense, grey, wet
Cobbles and boulders
Sand
End of borehole
Refusal on boulders
1061.4SPTCoh
(psf) N60
Elevation
16-2
13
7
12
12
20
11
PH
17
12
8
PH
8
15
38
50/4"
50/3"
50/4"
50/3"
65/3"
70/2"
Water surface
Water
River bottom
Silty clay, rootlets, organics, wood
debris, very soft to soft, dark
brown/black, wet
Clayey silt, trace sand, trace gravel,
stiff, brown/grey, moist
Rounded cobbles
Silty clay, trace sand, trace gravel,
very stiff to stiff, grey, wet
Silty sand, trace gravel, dense to
very dense, grey, wet
End of borehole
Refusal on very dense till deposit
PH Pushed Hydraulically
1061.4SPTCoh
(psf) N60
Elevation
16-3
3
4
2
6
17
16
15
14
PH
18
Topsoil
Sandy silt, some clay, rootlets,
organics, soft to firm, dark
brown/brown, moist
Silty clay, trace sand, trace to some
gravel, cobbles, very stiff,
grey/brown, moist
Clayey silt, trace sand, trace gravel,
very stiff, grey, wet
1064.3SPTCoh
(psf) N60
Elevation
16-5
End of borehole
4
11
13
9
10
27
8
10
11
23
15
19
25
22
24
30
Topsoil
Sand and gravel, very loose
grey/dark brown
Clayey Silt some sand, trace gravel
organic inclusions, rootlets, wood
debris, stiff, grey/dark brown
Sand and gravel, cobbles, compact
grey/brown, moist
Topsoil, rootlets, peat inclusions,
stiff, dark brown/black, moist to wet
Clayey silt with sand, trace gravel,
cobbles, stiff to hard, grey/brown,
moist
1077.1SPTCoh
(psf) N60
Elevation
16-4
End of borehole
PIER 4 EAST ABUTMENT
PROFILE GRADE (PTH72)
NORTH SIDE SOUTH SIDE
NOTES:
0 10'
BRIDGE AESTHETICSSHEET NO. 15 OF 16 SHEETS
TRANSVERSE SECTION AT AESTHETIC ARCH FEATURE
BE DETERMINED)
(FINAL HEIGHT TO
FLAGPOLE
(SECTION SHOWN APPROXIMATELY AT INTERNATIONAL BORDER)
1.58m
5'-2…"
4.1
m
13'-
5•
"
.64
m
2'-
1"
.19m
7•"
.47
m
1'-
6•
"
.18m
7„"
.91m
3'-0"
1.8m
5'-11"
.97m
3'-2"
2.77m
9'-1"
3.66m
12'-0"
3.66m
12'-0"4.4
2m
14'-
6"
BE DETERMINED)
(FINAL HEIGHT TO
FLAGPOLE
BE DETERMINED)
(FINAL HEIGHT TO
FLAGPOLE
0 10'
.47
m
1'-
6•
"
.47
m
1'-
6•
"
.15
m
6"
2.67m
8'-9"
BUMPOUT
2.67m
8'-9"
4.1
m
13'-
5•
"
HIGHWAY 11 (PTH72)T.H. 72 AND ONTARIO PROVINCIAL
AKC
JOH
MNL
JOH
SOUTHERN ARCH ELEVATION
SIDEWALK
CONCRETE
DECK
CONCRETE
CL
COLOR 10075
OF GIRDERS, TYP. FEDERAL
PAINT EXTERIOR FASCHIA
EXTENT AT ARCH FEATURE
BRIDGE CANTILEVER
BE DETERMINED)
PEDESTAL (COLOR TO
ARCH FEATURE CONCRETE
PEDESTAL
CONCRETE
FEATURE
ARCH
COLOR
SURFACE, LIGHT BUFF
STAINED CONCRETE
1.83m
6'-0"
TO BE DETERMINED)
ARCH FEATURE (MATERIAL
(TYP)
3'-0"
.91m
TOP OF WALK (TYP)
STARTS FROM
CONCRETE PEDESTAL
ON INTERNATIONAL BOUNDARY.
CENTER UPSTREAM ARCH FEATURE
INTERNATIONAL BOUNDARY.
DETERMINED IN FINAL DESIGN.
INTERNATIONAL BOUNDARY. HEIGHT TO BE
FLAG POLES TO BE LOCATED 12' O.C. FROM
PEDESTAL HEIGHT.
SIDEWALK, MODIFIED RAILING HEIGHT, AND ARCH
WITH MODIFICATIONS RELATED TO LACK OF NORTHSIDE
NORTHERN ARCH IS IDENTICAL TO SOUTHERN ARCH
CONCRETE PEDESTAL (TYP)
BUMPOUT
(NOT AT ARCH FEATURE)
CANTILEVER EXTENT
TYPICAL BRIDGE
DETERMINED)
(MATERIAL TO BE
ARCH FEATURE
DETERMINED)
(MATERIAL TO BE
ARCH FEATURE
M.T.O. STANDARD DRAWING SS110-49
BOX BEAM RAILING ON SIDEWALK TL-4
12/22/2016
3:5
7:3
5
PM
lkalita
TITLE: APPROVED:
CHK:
DR:
CHK:
DES:
BRIDGE NO.
39016
BRIDGE AESTHETICSSHEET NO. 16 OF 16 SHEETS
ELEV 322.5m
ELEV 1058.2FT
WATER SURFACE
ELEV 317.2m
ELEV 1040.7FT
APPROXIMATE FLOWLINE
2.44m
8'-0"
2.44m
8'-0"
2.13m
7'-0"
1.8
3m
6'-
0"
0.6
1m
2'-
0"
1.83m
6'-0"
< PIERPROVINCIAL HIGHWAY 11
< T.H. 72 AND ONTARIO
0.61m (TYP)
2'-0"
2.13m
7'-0"
STEM WALL
9.3m
30'-6"
14.17m
46'-6"
2.4
4m
8'-
0"
AKC
JOH
MNL
JOH
FRONT ELEVATION SIDE ELEVATION
0 10'
BRIDGE PIERS
TOP OF CAP
SEE SPECIAL PROVISIONS
LIGHT BUFF COLOR,
STAIN CONCRETE
SEE SPECIAL PROVISIONS
LIGHT BUFF COLOR,
STAIN CONCRETE
VA
RIE
S
12/22/2016
3:5
7:4
3
PM
lkalita
TITLE: APPROVED:
CHK:
DR:
CHK:
DES:
BRIDGE NO.
39016